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1 BEACH AVENUE - BUILDING JACKET SuperTab® dWs 90%Larger Label Area • •••• r. /// SMEAD KEEPING YOU ORGANIZED WL Ism wrrr..dp fimftbIpA GETORGANIZEDAT SMEAMCOM UIKMMMCWW ACMtD%FOSTVMRW %V n. f May 1, 2017 City of Salem Attn: Building Dept. 120 Washington Street, 3rtl Floor, Salem, MA 01970 Re: 1 BEACH AVENUE, SALEM, MA 01970 To Whom It May Concern: This letter is to advise that our client no longer has an interest in the above referenced property as the loan has been paid in full. Please remove this property from your registration records accordingly. Feel free to contact us if you have any questions. Sincerely, Meghan Beauchamp Agent on behalf of Carrington Mortgage Services, U.C. Mortgage Contracting Services Code Compliance Department 350 Highland Dr. Ste. 100 Lewisville,TX 75067 Codecom pliance�MCS360.com Page 1 of 1 350 Highland 1?r. -Suite 100•Lewisvi0c,TQ%as 7506 3i 3.337.11(10-w%,vi.%CS Gi.com CITY OF SALEM BUILDING DEPARTMENT 120 Washington Street, 3rd Floor, Salem, MA 01970 2011 JANABANDONED AND FORCLOSED PROPERTIES REGISTRATION FORM PROPERTY INFORMATION Address: 1 BEACH AVENUE SALEM, MA 01970 Parcel ID # M:45 L:0060 Square Footage of Building: Number of Stories:_ 1 Sprinkler System: Yes_No X (Operational yes/no) Pipe System: Yes_No X (Operational yes/no) Fire Detection System: Yes_ No X (Operational yes/no) OWNER(S) *OF RECORD (*attach additional sheets if necessary) Owner: Carrington Mortgage Services, LLC Address: 350 Highland Dr. Ste. 100 Lewisville TX 75067 Tel. No.: 866-563-1100 E-mail: codecomoliance@mcs360.com CONTACT PERSON/REGISTERED PROPERTY MANAGER Name: Mortgage Contracting services LLC Primary Address (No P.O. Box) 350 Highland Dr. Ste. 100 Lewisville, TX 75067 Business Tel. #: 813-387-1100 Non-Business Tel. #: 866-563-1100 E-Mail Address: codecomoliancegmcs360.com Emergency Telephone# - 24hr/day 866-563-1100 IS THE PROPERTY LISTED FOR SALE? Yes_ No_ If yes, Real Estate Agency Address: Tel. No. VACANT BUILDING PLAN: Please check which applies. 1. —The building is to be demolished. 2. The building is to remain vacant. 3. x The building is to be returned to appropriate occupancy or use. SIGNATURE OF OWNERS)/OWNERS AGENT: DATE: 01/09/2017 REGISTRATION FEE $300 Cash/Money Order/Cert. Bank Check Mortgage Contracting Services 05-05 Bank of Anneota, 003380 413190 W Kennedy Bivd Suite 500 '071000039 DATE Tampa, 33609 (813)387-1100 81 P) -10; 201T 3 87�1100, Jan Pay Thre e Hundred Dollars and 00 Cents PH g '1 41 �"P. fi q MRA 'n , to the Order of: 'Fu City of Salem-MA Building Department 120 Washington Street, 3rd Floor Salem,,MA 01970 1F.NOT CASHED wrTHiN 180 DAY 100 D 3 3 a 6 0 1:07 L0000391: 131170407 L 291" Mortgage Contracting Services Vendor ID Check Numbei 003386 To: City of Salem-MA 77763 Date: 01/10/2017 Date Invoice Number Amount Description Voucher Number 01/10/2017 4000364032 $300.00 1 BEACH AVENUE OVPR2267996 TOTALS: $300.00 Certificate Number: B-14-693 Permit Number: B-14-693 Commonwealth of Massachusetts City of Salem This is to Certify that the Single.Family Building located at Building Type .....................----......................I. BEACHAVENUE in the Ci o Salem 1111...... . ..1..111_... .. t1 .f.... 1111 1111 1111... . ......... 1111... Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY 1 Beach Ave Hentosh John This Permit is granted in conformity with the Statutes and Ordinances relating thereto, and expires ...............................Not Appticable unless sooner suspended or revoked. Expiration Date Issued On: Monday, November 17 er , 2014 1-,unununweann oT Massachusetts CUM) City of Salem 120 Washington SL 3rd Floor Salem,MA 01970(97a)745-9595 x5e41 - ' Retum card to Building Division for Certiflcate Of occupancy Permit B-14-693 PERMIT TO BUILD =EE PAID:: $2$2,380.00 )ATE ISSUED: 4/7/2014 This certifies that HENTOSH JOHN J MAUREEN F has permission to erect, alter, or demolish a building j, C .AV ��, � F�HVE Map/Lot: 450060=0 as follows: New Construction -1-2 Falmi��! (�{ � 5 �,1i �F � HOUSE & FOUNDATION. REBUILD HOUSE ON SAMA FbT PNTpq(40 ON FILE. Contractor Name: GERALD CASALETTO DBA: ALL CITY REMODELING CO t 4/7/2014 Contractor License No: 121110 Butidi Date This permit shall be deemed abandoned and i authorized by this permit ir�cBYt(Pvtthin six months after issuance. The Building Official may grant one or more ext06$ it5t teed six months each upon w(lq�it All work authorized by this permit shalFconfonn to the'apla ed It n ndr been granted. K^.V p 1104 $tl tho-trU&0 S documents for which this permit has T 15f £ All construction,alterations and changes of use o�ahj hulJt�frt@htlauL(dre$gtttili—e. 6in L$js�jerygg,yy( y"fie local zoning by-laws and codes. This permit shall be displayed in a location clea gist jefiirq( if ' 055 street or road andTsHalFf ntet t ln"edb[78rt for public inspection for the entire duration of the work until the completion o g it The Certificate of Occupancy will not be issued unto If` " �p���"tle signatures by the Building and FIFO�la�� rovided on this permit. Address numbers must be on the housePouildin' t` tit Of Iha actions as required by M G L Chapt�F,14£t, on 59. If the address numbers are not present,inspections will not be d¢f n{I tift*I!f will be a re-inspection feeof$25 Q0 � v HIC A 121110 re 1aO"°soagaaN Y11th`uu¢B�c Ft aarlra d4 nM ti°A,eai m vwa n y rand"(as set forth in MGL c142A). Plan Reviewi r rtx `s Asbestos Report, DusE II� df ptin ad 'Pe3ditSttrtit�feport Comments: has nor issues. submitted. BOH reviewed and The Asbestos ANF 001 plan submitted.Awaiting copy of report from abatement contractor, Restrictions: Dust mitigation plan and Pest control report showing results of pest survey and treatment plan �.urnrnonwealift OT Massachusetts City of Salem 120 Washington St,3rd Floor Salem,MA 01970(979)745-9595 x5941 - - Relum Card to Building Division for COMWO of Olxupaney Building plans are to be available on site. All Permit Cards are the properly of the PROPERTY OWNER. f FA �14 II k N i t t M1- -mf•'� f t r } x5 <p -R 3' } n l / m ' ti r commonwealth of Massachusetts Aft City of Salem 120 Washington St 3b Floor Salem,MA 01970(978)745-9595 x5841 -.- Return card to Building Division for Certlgeate of Occupancy Structure CITY OF SALEM BUILDING PERMIT 7Fcding n OK C� �N PERMIT TO BE POSTED IN THE WINDOW INSPECTION RECORD n Framing Mechanical Insulation INSPECTION: s� DATE Chimney)Smoke Chamber .. ". Final Plumbing/Gas M Rough:Plumbing,,fW�4 . 7 tough:Gas 'final � Electrical " t V v { ough G K �—it` '`( s ' inel {x� s z Fire Department 'eliminary final \o ZCS 1 _ Health Department ailminary nal " uommonwealth of Massachusetts la�N e / , City of Salem e 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5841 r -- Return card to Building Division for Certificate of Occupancy Structure CITY" OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW Footing INSPE�"ON RECORD Foundation Framing /�1/ Mechanicalv Insulation ©_C INSPECTION: +BY DATE Chimney/Smoke Chamber Final C � Plumbing/Gas / / 1. Rough:Plumbing - /I Rough:Gas Final Electrical Service�� g-ls O Rougho(.(, �5 - { Fire Department p< Preliminary "-- Final Health Department Preliminary Final ""°T i Commonwealth of Massachusetts ILI Citv of Salem e � 120 Washington St,3rd Floor Salem,MA 07970(978)745-9595 x5641 en -- Return card to Building Division for Certificate of Occupancy Permit B-14-693 PERMIT TO BUILD FEE PAID:: $2$2,380.00 DATE ISSUED: 4/7/2014 This certifies that HENTOSH JOHN J MAUREEN F has permission to erect, alter, or demolish a building 1_BEACH AVENUE Map/Lot: 450060-0 u as follows: New Construction - 1-2 Family 1680 DEMOLITIONOFOLD HOUSE & FOUNDATION. REBUILD HOUSE ON SAME FOOT PRINT (SEEPLOT,PLAN)�!PLANS ON FILE. Q� � JS - � _ ,��:-,fir• Contractor Name: GERALD CASALETTO _ 3 DBA: ALL CITY REMODELING CO _ 4/7/2014 Contractor License No: 121110Building Official 1 , Date This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. The Building Official may grant one or more extensions not to exceed six months each upon written request 3 All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building andstructure's shall be in with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visiblefrom access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same . ! The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Address numbers must be on the house/building at the time ofinspections as required by M.G.L. Chapter 1'48;`Section 59. If the address numbers are not present, inspections will not be done and therewill be a re-inspection fee of$25.00.--k ' -f r x , HIC#: 121110 'Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Plan Review Asbestos Report, Dust Mitigation Plan and Pest Control report submitted. BOH reviewed and _-. Comments: has nor issues. The Asbestos ANF 001 plan submitted. Awaiting copy of report from abatement contractor, Dust mitigation plan and Pest control report showing results of pest survey and treatment plan Restrictions: Commonwealth of Massachusetts a City of Salem r e °¢ 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5841 Return card to Building Division for Certificate of Occupancy Building plans are to be available on site. All Permit Cards are the property of the PROPERTY OWNER. k 245 €WWQ g -: g C '- - 4 'b a `s s 50 x i Commonwealth of Massachusetts a Citv of Salem A . 120 Washington St,3rd Floor Salem,MA 01970(978)745-9595 x5641 x: -- Return card to Building Division for Certificate of Occupancy - Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW z Footing INSPECTION RECORD Foundation Framing Mechanical m s " ' Insulation INSPECTION: -ice ,BYE 'a = DATE Chimney/Smoke Chamber Final Plumbing/Gas Rough:Plumbing Rough:Gas Final - Electrical a ., r. --- =J,. Service Rough �. FinalA m- Fire Department Preliminary Final s Health Department _ - Preliminary Final .'.T+tr" 21 x �C:3�U`Q� ��:5�k:`1 ���.1'�7�pCS3�C31'1���.:,5�� �• <���o ' Professional Land Surveyors Er Civil Engineers, tESSE)(SURVEY-SERVtC 1958 =X198$' ' O58CTf�N PAtMER 1819 - 197Q'."" t2/tiTlL BRADFCiRD 8 WEED 1 885 - 1972 PLOT PLAN OR LAND LOCATED IN SIC 1l MASS. FZ6 Cry1 y. / k. r r7 f _ .,• I,herebylcerti6 to 5 GI x/ t Ullll /,6S'91-tW hat.•the building are located 'on.the ./ ground=+as shown,. ., . E SCALE: REFERENCE: SIC UCJ J { iMrzstc pher R41 a31 1 ft --- 104 LOWELL STREET PEABODY, MASS, 01960 r f vie Ai Professfa�8) Land Surveyors ft Civil Engineers ESSEX SURVEY SERVICE1$58 • 1986 OSBORN PALMER � � 1911 -1970 Z ri��L BRADFORD R WEED 7885 . 1972 L C/f1U r PLOT PLAN OF LA0 LOCATED'IN n -- STaL rI1P MASS,, dot - 5 AKr /00 ciry e 3 14 w r f 77G . ,f I her cert £p to L that the' t 'L C f buy ldangs'are-�Ocated on the ( grocrild As'showii. ; scpjE: �z7ATi: Ax ( Zcil w REFERENCE: BK PG Christopher R I 104 LOWELL STREET PEABODY, MASS,01960 s :. tszst 531,8121 . '� s,, y 9, ^ba' ax} N, coo Professfpraal`Lind Suiveyors & Civil Engineers, ESSEX SURVEISERVICE, 1958 - 1986 OSBORN PALMEk 1911 -'1976, tl BWFORD & WEED 1$B5-k 1972' 6L PTM mm.0y LOCATED' s MASS. L E :'y _ r' fat rrII2 hereby cart, Y, 9" -511 All ' l 1111 JS � that ,the buildings are Socated,6n,the f -&ound as shown. .SCALE: l DATE Lo ZL G REFERENCE: BKchristopher R. 2 1t��. a 7311 { 104 LOWELL STREET a PEABODY,MASS. 01989 I . (9781531-801 zn 72 Protessic nal,tand Su vsyars B Civil E ngineers ESSEX SURVEY"SERVICE T958- 1986 0S66;RI4 PALMAR 1911 - 1970 4—IL TIZ 8RADPORD &WEED 7 885 - 1972 l�Lk6T PL 'OF LAND , rCcazED IN 5 1; MAss, ~t e crtys e vt • Y _ . '�iSlfhL 4r •H` .�tS U D, LII h6reb 111 d! *• 11UIZJ7 2 / ,Z, that the`' C�7Cl / �L� buiid=gs are located on,the grotai�i.as'skw+w..'. SCAt F. 9 . fq DATE: Ax i w . 1 •� �+rtt V vi 1GG>' PG,,;r�7; cwr topher R,- , 1 k 31 .clfort , 104 LOWELL STREET PEABODY,MASS, 01950 >t . '=x:,: n , � '• 1978 -8121 j�vGIM F.l�l�� Professional Land Surveyors & Civil Engineers ESSEX SURVEY,SERVICE. 1958 - 1986 OSBORN PALMER 1811 - 1970 BRADFORD & WEED 1885 - 1972 . PLOT PLAN OF LAND LOCATED IN 5ALEM MASS. 16 Lo7-fl w �SS�sS�Ui � • C�n1 aj SAL=L4 (i ! Z,7-9 1 1#E 5«,&5 &449.0-/0AI h 4 - N � Rn OF 61gss -- - - _ iii CHRISTOPHER G R. 'a'�. _ �� MEL'_0 �� l- PiCw �U� .�,� � No.31317 SCALE: / - f c�STER ®t1. DATE: DI�Z 11 20/3 /2F� QL Zo ZrrJ3 `'° �� REFERENCE: BIC 0625 PG Ckiristopher R. Mello PIS 31317 104 LOWELL STREET PEABODY, MASS.01960 (508)531-8121 FAX:(508)531-5920 - CITY OF SALEM, MASSACHUSETTS `( BUILDING DEPARTMENT K { 120 WASHINGTON STREET,3RD FLOOR TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THOMAS STYIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER November 20, 2013 All City Remodeling Jerry Casaletto 3 Sophie Road, Peabody Ma. 01960 Re: One Beach Ave (Fire Damage) Mr Casaletto, I have been asked to give an opinion of the conditions of the home at one Beach Ave.I was called to this Fire scene and was able to take a look at the damage just after the fire was out.. The main floor supports are severely damaged and most of the main floor structure needs to be replaced. There is a significant amount of damage to the rest of the structure both from fire and water damage. The difficulty with repairs to this structure is that one Beach Ave started out as a Summer cottage (a hundred years ago)which was typical of most of the homes in the area. They were all built of very light construction even for the period. Attempting to repair one of these structures ,to bring them up to today's Building ,seismic, and energy requirements is at best very difficult if not impossible. Additionally, these cottages did not have very good foundations and over the years ,owners have attempted to add pieces of foundations where problems developed. This building also needs other repairs to the exterior including the porch and both entry steps. It is my opinion that this home is beyond a reasonable repair and it would be better to look at replacing the structure. Thomas St.Pierre (X,::) Building Commissioner/Director of Inspectional Services Salem Historical Commission 120 WASHINGTON STREET, SALEM,MASSACHUSETTS 01970 (978)619-5685 FAX(978)740-0404 WAIVER OF THE DEMOLITION DELAY ORDINANCE It is hereby certified that the Salem Historical Commission has waived the Demolition Delay Ordinance for the proposed demolition as described below, as per the requirements set forth in the Historic District's Act (M.G.L. Ch. 40C) and the Salem Historic Districts Ordinance. Address of Property: 1 Beach Ave Name of Record Owner: John & Maureen Hentosh Description of Demolition Work Proposed: Demolition ofstructure and foundation. Dated: 3/20/14 SALEM HISTORICAL COMMISSION By: nL THIS IS NOT A DEMOLITION PERMIT. Please be sure to obtain the appropriate permits from the Inspector of Buildings (or any other necessary permits or approvals)prior to commencing work. r Commonwealth of Massachusetts S4 { 3 z 9{ City of Salem 120 Washington St,3rd Floor Salem,N1A n1970(978)745-9595 x5641 nn y - Return card to Building Division for Certificate of Occupancy Permit B-14-693 PERMIT TO BUILD FEE PAID:: $2$2,380.00 DATE ISSUED: 4/7/2014 This certifies that HENTOSH JOHN J MAUREEN F has permission to erect, alter, or demolish a building_ 1,13EACH AVENUE Map/Lot: 450060-0 as follows: New Construction - 1-2 Familym _ 660 W'DEMOLITION OF OLD HOUSE & FOUNDATION. REBUILD HOUSE ON SAME FOOT PRINT (SEE PLOT PLAN). PLANS,ON FILE. m Contractor Name: GERALD CASALETTO - NOW— MR = DBA: ALL CITY REMODELING CO 5 4/7/2014 Contractor License No: 121110 Building Official 4 Date 6j This permit shall be deemed abandoned and inv�alld unless thy'work authorized by this permit is commenced within six months after issuance. The Building Official may grant one or more extensions not to exceed six months each upon written request. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use'of any buildingandstrut[ ru es shall be in compliance with the local zoning by-laws and codes. ' This permit shall be displayed in a location clearly visible from access street or road and shall be maintainn d open for public inspection for the entire duration of the work until the completion of the same f -' The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Address numbers must be on the house/building a the time of inspections as required by M.G.L.Chapter 148, Section 59. If the address numbers are not present, inspections will not be done and there will be a re-inspection fee of$25.00. 41 y HIO {{: 121110 "Persons contracting with unregistered contractors do not have access to the guaranty fund"(asset forth in MGL c.142A). Plan Review Asbestos Report, Dust MitigationPlan and Pest Control report submitted. BOH reviewed and Comments: has nor issues. ------ The Asbestos ANF 001 plan submitted. Awaiting copy of report from abatement contractor, Dust mitigation plan and Pest control report showing results of pest survey and treatment plan Restrictions: d W yU) p rry�� qi o i w k lot, hVW :y. ai3 �IIAl�d 11I ti' . 3lHii�•I... rn u N ,t46" 4 " Il a6 H 6 k Sattjii i(syati� ®ft(i 7 c ad' ��ai r I t it 7i 9� ra b Iii" I }�y C O lht,ld hp ibg�l"all 1 r..it P N% s � t(1n; irks I 4 V/ m --OM a- 4) i,Ipt,t'ti a ilii", iw iyti iy1 r.�t fA 10 rr jt "'k"� �i s kit ik 4., i i i nOflUVRi m r t . ' �W.khit hill" f6 °1 m « ' t !.li cm ?O. ' n, gnj,Iyi # t , fin X17 �Yi,rk aitr "�fla�• ' . ll77„ ' ,FaAC # CL t � " � m a g� �ri�rr�.,Yy'''i m D IO M P {G{ CIP®k` g�� �t �i i tlif(It'4 5 Fn r,$ O +� C RI C. ` k�"� `r_ V@R Vk� d `1 k6� :� f it. I & fi d ;i E A .1h �p7ll( ` JIM c � � � }i "� �}pn��ytn• i '�'yt„I•` 7! �€ Ii I� � U N m aU+ }Irsli it, PIAT ��flkN p,+ 1H' �Ii16i�E, �� �� E 13• 711' 7 ps` r n �'; liII3Ii; � ' pFxi _ �'�. IV i' 7 i, i } t Q �i. . hii VI: M iCB VL b V �i•�- B a 1 b �4 ~"CRRR b� Commonwealth of Massachusetts IL ° , 4 Citv of Salem 120 Washington St,3rd Floor Salem,MA01970(978)745-9595 x5641 Return card to Building Division for Certificate of Occupancy ,uV Structure CITY OF SALEM BUILDING PERMIT Excavation PERMIT TO BE POSTED IN THE WINDOW 2 {` Footing INSPECTION RECORD Foundation Framing Mechanical Insulation INSPECTION: _ By DATE R Chimney/Smoke Chamber =`.' --. .-- x. w i Final Plumbing/Gas Rough:Plumbing r Rough:Gas w„ Final Electrical Service _ c Rough s - Final .F- r Fire Department Preliminary Final Health Department Preliminary Final CONT. RIDGE VENT (TYP) CONT. RIDGE VENT (TYP) 12 12 D - - - 10 7/S 12 12 D -- GOLDEN — ___._ 12 — 12 12 12 --. _ 12. 12 12 - — 01 12 D31/2 4 — Q3Ii �'iµ , yx R pr iS T -� i A 9 i 77 r __.. I _- .... .__. ._._ __ I _'','!h,.,.tt! G..'li.::r i 4'::5..: t•3? , .:.`Fi iii i DESIGNS Fill r rl SCOTT J. GOLDEN FLEFT 9 CHESTNUT STREET 510E ELE\/ATIO 1 RIGHT 510E, ELEVATION DANVERS, MA 01923 SCALE: 11F = 1 '-0" I 978-578-1568 REAR ELEVATIO I � SCALE: 1 /8" = 1 '-011 SCALE:: 1 /811 = V-011 n; t CONT. RIDGE VENT (TYP) 4 �t J, , � a I _ w "SEAL TAB" 20 YEAR ASPHALT SHINGLES (T(P) i Aa f s d ,: k i r, a r 3=� VINYL SIDING (TYP) _ -- OWN ---.._ - t ( ER TO DETERMINE) No. Revision/Issue Date t WW 1I I _ M� ' r {. x� r ;; : • r . '� i„__... .�;., •, 31/2 z# _. Layouts and Views: y _... .......ar n .W ilr.i,r. � -,.., . . .. .. �:r� :. � �`. �t .,;..�': . ; .r v. : ;. -�,.- 'r •�.ta�, r:' *�'} >?"� ,.,y� ,- �„, '� re-._ ;;.: rig . _ , _.:.r:__, '€•t° -r:� r _..rs. , {,:_.�... ., r : .. 4¢. -,-.: ,. � na <e 2 F” — H. .- '-" v d�a!,y"a.. '�"� h.; -:u h..�t1�(f, . .. ..r __50-t.h0! r r r .rd- :€r aLi =:3i• : �° :: � - -� ., fi .:%,t°�.„x p� r�, .:-r-m - •. .. .�.....: at ' r'�-a:..:rs,:"4: ?�, .>:rs. ��� ..� : ::� r � r.... .. y�, .. t9"sa: , . �"=�.a�::::.t4 t•r::� r. r x_.__ :._, id.,.....,,td ��q4,a! ,r`�,l�.�; 3 �,.ii �3 ..art a_ :e:.. s4 ._?: _.: ���-t r� i -” �� a r - - - ELEVATIONS ® AND EXTERIOR I ---- - PERSPECTIVES — k.; � Fwd PY W, �ON SITE I .V .^ Proje ct Name and Address. P�� � SE- KEPT rsgs: l 4 = HENTOSH RESIDENCE BEACH AVENUE -FRONT s - . — ELEVATIO '"'1 z ALE A 01970 a .. slit/ ":ir: i !'I r �� ii is t a 3 SGRLEk 1 a I 1/4 1 = - ` 0 r _ d t 3i� vi . ,,dm s :, m+.r• '1 .5, :.. ., :.w.�>�;t+.x4w '..;i„€,r `3wm,° ;t: :: :. .._ ':'-' .. .. .. .' G . . ,•%tfh,vi .n � .:::it,# .. . aM*w t tia;« .: ..hii — .a ° a :. � " . x ,,.,,,a„wxi{{ua," '..v..:�� ! rg;3_ ",.„ . +` rsi, 4 3 n� i !{u,„ rproject # HENTOSH 2014 ' „w DISCLAIMER �.,�. . ,::. - �, aw�„,„,�. ' ,=4xduxailit„a,a,aana¢,r,,.„w' .,�„:, t wt' , The information contained in these construction - �. _ documents is for the _ _ i,r Date:: 2-25-2014 exclusive use f h client i ,; �� ., � - . : t 3i o the c e t n construction of the building designated in t ! dm the documents.The e9xisting site conditions have been based upon visual and photographic information and is NOT an in-depth investigation P A into the existing site cScale: AS SHOWN conditions:Golden Designs(as architect) has i - r .s asF' l:v : attempted to estabisth an accurate set of construction documents for � i' the construction of thfe building based n thi upon e owners requirements and that of state and Ilocal codes.It shall be the owners responsibility W P tY v to a uire in-depth invfes4 ations.and testing when unknown of ' conditions become awailable.If the owner observes or becomes aware .. .. rwM'k._ of an fault r f in h :..„ y or defect i the protect or nonconformance with construction t ...... ,.: ::ks :. .. . ,.. ... , :: _ � rprompt ` .. documents wlyd[en harch ,,: :: . .... ;. ., ,... . , s all be even b the owner to the itect .:.. 9 Y n The owner shall he (harmless the arch fr � ' �' c tett om all errow and omis.,:ons pertaining .. .. 3 . „ .. . rs. .:.. .... i ... tR ,.... . �• ,;:;;;. to anod other documents related to the works and as a architecthseparate to a owner„unless the owner and architect enter into a m _ .r - . ..... m ..� _:...-.-.� _.:. : ... ... .c. ,. I - ..._. :n, ...,M,aF4,�„. .... ,w,a♦u . ,::.'::.�.i!. ,:: agreement.:.._..„: .,. ..rs..r..v.._.;.a. for additional services for administration of the constructionco act :r.. and sit inspections d uin construction. ;. { .r....._..... "'k,„. . ♦ , .- ,-'• �. ` _ .. .: .. . . _. ._ ...... .. i... ,:. ...� _. r ....r ..,., CONTRACTOR MUST VERIFY DIMENSIONS ON DRAWINGS ._ .. .. . i tl ....... .. .. ..... .. . ._ ... ... ............. .._ at a iu• F -_ a .: _ vdll !� S9 ....a S,Pi'au,. ..,e.tt.. iT.l.w.. ._. :u r ,,' '•• ;• ••'•, •,e- •.. t v. a .,..... .....r _ ......_,.. ;n .� ,.. _ .: w••. :. � >. .. .... .:.. .>.. _., .....: . ,. _r 3 r .! r:: . .... .:t,: .._... r..,....ant. (,,...tt....�:... I : k' - AND M TO . ._ .rr.:. t. ,. ......_m .c.� i ""a•+,« ,kan :. . . '. .... .. ., P......., r a. ... tit...., r. �._ ..._ 3. tw.. ...:: _. ,.., .. z .•::::• .mr. .. .. ..... ._ .:4 a y. t _ ,, ..i r:: Ct_. .nr..t::: ,TMu:m •• •:e "•. u..t. t y_ _ T v - m� . a , .r.i... .. .nn4., et .- r ..n... . .cn: t'....r.............. x._.. .._.,_. ..r. .a. ra r .. ..a .:.. ...:_. 3. -. .: lr , .. . .. ... ..a r, d....,„r ..... ..a...• ,•..rs.uh.._, ... �a_.:a e_.. ...t,u8. ........ .i .. e..._ ._ � ._�r'Rd` i d .:. .r.s r. Cr. .....+.. ....., Mar r... .r,..._' .. .. St/ .-, .-. :: .. . , .... ._r. .s.t ,t..t..., p r_... : ., , �. ..... •I i. ,: .. .. - :: i ". . ,�• :, _...:.: h, .,, ,.... ., . :r r.i ,.....,.. ..ail..... .r. ,.. ,:. .. r.. ..... ...,. Ht ... :,:. .v._ .- .r ...... � .. ::._r 's ,., ... .:ath.. ......�.a!�rl... ..a,.. _,cc.._..........._a.....AT....9h...i,a:rb,:Tfi i ......:ah:h::a,'. .ili:..i 3H ._ "a-• as : l _ x , m 'fid: .... .....u_, .. 3 • H4 � :-.. : r r� _'li,•I,,,H ::. �;S{3morsne r:r: rl:!:hu9.„ ':Ic4aa .., {.r.:e.........a.: !dl 9 ._. _ k•r- an,r I — r,. jAi 111!!';1., -1111,11 M di GOLDEN 1,4 FRI [API C IT: C"', lk HN it DESIGNS r.h' I ITNER,1"r,1"' ,g.!E.Ji W. SCOTT J. GOLDEN 9 CHESTNUT STREET HE DANVERS, MA 01923 4�% ��'V -4� -----------........... W'4 MR 978-578-1568 WINDOW SCHEDULE 15t FLOOR (LIVINO AREA) L150 5F . . . . . . . . . . . . . .. . . . . . . . . . . . . .. PORCH 663 5F LABEL QTY FLOOR IWIDTH HEIGHT IR/O DESCRIPTION COMMENTS 0 3020HO 6 0 136 " 24 " 38"X26" HOPPER 161-0b 2nd FLOOR (LIVING AREA) '758 5F 303ODC 1 1 36 " 36 " 38"X38" DBL CASEMENT-LHURHR 161-01, ----------- 303ODH 1 3 36 " 36 " 38"X38" DOUBLE HUNG 21- 11 ill-ob 0, 21-6" 3046DH 2 0 36 " 54 " 38"X56" DOUBLE HUNG 10 TOTAL - 2,401 5F Be 51 5.011 31 -01, -01, -01 305ODH 8 60 " 38"X62"IDOUBLE HUNG (HEATED LIVINC -738 5F 1 36 " AREA) 1 , 3050DH 38"X62"IDOUBLE HUNG 18 3051DH . 10 2 36 " 60 3051DH 6 305)DH 3(05)DH J . ......... HK E A U) Ln M, MA5TER BEDROOM 2 LIVINO AREA i!v� 15'-0" x 15'-0" 7R PORCH PORCH -J 6068 2668 CL05ET LP % 1z Revision/Issue n� 1z 1p .111� lon MIN igp. r .gl DN Ln I UM Q) x OFFICE AREA Layouts an, Views: x q,-O" FLOOR PLANS 4-� M - op 1z 211 PERSPECTIVE bill. [=4 . M N 4. 0, Ln op Ri.U M L 0 PHNOM OVERVIEWS �—PLUMBING CHASE KfDH 3051DH "T AND 3068 h-A WE INTERIOR A ECTIVES PERSP It F-- 7 Lu c. LLI Hi Project Name and Address: x --in %Z I 1z K ffil BEDROOM #3 BEDROOM #2 ITCHEN DININO -4... x 13'-6" 14'-4" x 15'-b" x 14'-b" x 13'-6" 14' -T �Hlq lqq'�N: Eff HENTOSH RESIDENCE 1 BEACH AVENUE LU 27. SALEM, MA 01970 U 4 2 xb FLUMBIN6 V4ALL gig ....... lo 266 3068 WmWiWoI -R�b- i�'gmp 305)DH 30 H —DN— cl mwl WE z (Project # HENTOSH2014 LU 6-0.1 q. in 01 op 0, 91' IL BATHROOM i -J �EM �Iwn *4 # *4 K 11 fl — ---- TH I m-, g.io"! T--- Date: 2-25-2014 15. 00 .4 Scale: ASSHOWN 2(11-611 01 Z305 DH 305)DH 305)DH or 61 �:A 61-011 -011 51411 B..611 1. 61.011 SECOND FLOOR FLA 2'-3 ltZ-51 4 J. -a op —41 SCALE: 1 /4" 1 '-011 2ql.6ll DOOR SCHEDULE LABEL QTY FLOORWIDTH HEIGHT R/O DESCRIPTION THICKNESS COMMENTS 2068 1 1 24 " 80 " 26"X82 1/2" HINGED DOOR P09 - COLOR - WHITE 1 3/8" 2068 1 2 24 " 801. 26"X82 1/2" HINGED DOOR P09 - COLOR - WHITE 1 3/8" FIRST FLOOR PLAN 2668 3 1 30 " 80 " 32"X82 1/2" HINGED DOOR P09 - COLOR - WHITE 1 3/8" 2668 6 2 30 " 80 " 32"X82 1/2" HINGED DOOR P09 - COLOR - WHITE 1 3/8" 3068 2 1 36 " 80 " .38"X83" EXT. HINGED-GLASS 1 3/4" SCALE: 1 /4" V-011 INDICATES LOCATION FOR A SMOKE DETECTOR 5068 1 11 160 " 80 " 62"X82 1/2" 4 DR. BIFOLD DOOR P05 - COLOR - WHITE 1 3/8" COMBINATION PHOTO-ELECTRIG/IONIZATION -7 7 6068 1 10 172 80 " 74"X83" EXT. SLIDER-GLASS 1 3/4" 6068 1 11 172 " 80 " 74"X83" EXT. SLIDER-GLASS 1 3/4" INDICATES LOCATION FOR A .6068 1 12 172 " 80 " 74"X82 1/2" SLIDER DOOR P09 - COLOR - WHITE 1 3/8" CARBON MONOXIDE DETECTOR -T --1 1-7 F� T ------- -7 7---7— 7—T (3) 2 x & P.T. BEAM OVER 4 x 4 P.T. POSTS SECURED 2 x S P.T. JOISTS @ 16" D.G. (TYP) U5E GALV. JOIST HANGERS LEDGER TO GONG. PIERS W/ "SIMPSON" PB44 AND AG4 (TYP) Nip {N, wn ii d nvdwhiwrvh3a'.afl, v' i : 9,N sn9i" 3 �N¢➢° k GOLDEN 2 x 8 P.T. LEDGER BOARD F. �' USE 3/8" LAG BOLTS TO „ FM Idi ^�3r, m i i3` +,ifis Z d SECURE TO HOUSE ., .n 2 x 8 P.T. LEDGER BOARD :_ � ._.._„� � t �, � 3. �=3. .: i s �,F _.. ,.: .. , .,.,::: vL „ t .. .dt, L+t�i 'i :.:L� +�.:...,.; -Kh� : ,!; -a. .,:�-- �..... s 't+rl .... .. ..... .... ..m.. .. .::. .:. . .9,.?:,, .:,� _ 2 2 x 12 ,w .dl.. :tin. !�v v F t, I: .id=E:m ,: :....3 :.,, S ...._.. .,as,...,:' .. :.,.. ,. ...... .... .. ,. ... . i n ;ivw. f3 i6" t pi: a .:... .. .a. .L.. ...... .i. m. .,,,.. ...... USE 3/8 LAG BOLTS TO ! :: o- _ u, .F .. 4� .1. .. hi:� .i ��+(' { rz'F9t: .. : .d3;1*'M., m -'!(;,, > �_ ;-•te,"���`-^s t Sat . .v r i. _�. .. ._ -:.. v;.-. .. �,_ :.. . ,. na. .,,•, - I ,� , s `nl {.' ...._,.:::�,_< .3 tt' 'vi .. ,.,.._L::,:,�.,.,,, ...., 5 CURE TO HOUSE i � , _id �._,:.,.. _ii d �{� 15ECURE .dt!` �.. .... _t ih.t vLd.....:.... ........ .. '4. ( «. ... .,d: x P.T. 51 5 i ,t ,h ._ . � ..,.._ ,......._ ... ... 1 � µ 2 6 LL EGURED t > 3.. .,6 di.:...,... _.. � 3 f1.. .,.... 93 ! i vo hd nn I $ ..: h...n .. i , . 'F.,.. .. {, and .... , �, :::v......,' IILkC_... ... ., R:�:?:.. .:.9 ... .. , ....., ....... ,..i +� ) .L dL:. n .... ,,: , � .. F. u..:. .3 h.. d :..i...,a:33' :W+•'E a........3. .... ..ii3...:.�e:._ i .;._. ,,., : _ i.. 3 m TO FOUNDATION USING 3 � i>nh34 ,,.,.: t 6 i .:.::,�a,: h ) E ,;: �""", � � :,_.� ' �_.. �:. .._F'.;. ._it.Ei „m. ..,�:,.. .v.ns°E : :_'l... o,.... ..._....... m �..,.. � ..,,..... ... E, ,.. ti'a � , IllI id .........n ...._vs ........ .:.....,5 u,ii.._S.v.... ,....., ., ..,i c .. " •� ......... i d d n ,. . .._u ,.v. . :.....a, F .i.' t..� a E� : I -e::::n "m.iu...... ........._ _,.. y .... ._v .:. r.k, ..,,... , ..as: ! y d11d b 1/ BOLTSM.F'.L-=.,:d: ,. , ,. .,, �Ei1 ,t, ,;,� �: �:L,; a. .. ...- axe.!,.. 2 4 0 O.C.O G. ,:L. t._.,... �.��._:,:. ,;3 �.. I. .,H>,:�eq!Fi {�..Lrt, v ,33.3.. ..d- �'. k � 13. ..,,.... . .. ..ed x. E. .,dy.p,;;..ca,... .,.t .?ii".ay._° .a 3 :'.. .:. ..:... . 9+ ., ..�c.ed,,!,(::6 e:E:,:,: .a.,L. _ 3 : �:1" ...a 3 2 x 8 P.T. BEAM , E , � I� ,,.,E� ,. , �" , 'v 'I� ,: .. F i v, MI L 3 Y= h ir;,.,..;�. I°. :.i ...e 13I . . .._ r. di .,,' ,. ;t .? ... _... . ........ , n. _. .: ... ..,. ,k r 3v.._,p...:!{ i �g t.t3.,. .. ... 3fa n.,.l :: u i .... ....:.: .Ld b. .� :x ,'1i 1A +EiNi �.:. .>:. ' ti:...3tt`?;eir , v. .,LYt� 3 3 .. � 3:i.i:3:ep._ ..,i..,. { {,.,.:....:� .. , ' ..iy .;, .... .. .,.. v,. , ... L.., ...{I t :-%:....,. ,d t I�:`tit:' :I:3 IC i LH. ., .6Eii.. :iii+tiiY .y.H I 2 2 x 12 I i, t ( ) . ' L3t`::t i!,} w ii :'6 cam' t7gLvt it 'R .t i . ..- .a,)F, { r t. -$., ._. id.I .w.....L�:'>:: a r... � 1hi (2) 2 x 8 P.T. T4�= u 2 x S P.T. JOISTS @ 16 O.G. (TYP) : ,, ;: ..:: . ..:. ..:_ . . IU5 V P.!:,:: r.` ::, ..Ii 1..... ts 3,..i-' ,.ts3:..:::. !:,6, ..a,:.;t .:.::::: .. . .... fry i Fw ..,w„ritr t :. ,.E GAL . J015T HANGERS LEDGERS i i : :.0 �I p�2 x 8 P.T. JOISTS @ 16" O.G. (TYP) (USE GALV. J015T HANGERS LEDGERDESIGNS 'NN I F :Y ilc i It,~tl Ipti t ai sYRi'? 2 x 12 JOISTS @ SCOTT J. GOLDEN �E SECURED TO BEAMS W/ JOIST HANGERS (TYP) X ni31' 9 CHESTNUT STREET J015T HANGERS 3hBASEMENT GIRDER BEAM #2 I I N MI NI `I�` BRIDGING MID-SPAN (TYP) (3) 1 ."15" x 9.25" LVL v DANVERS, MA 01923 EE3t id ,.!4.. 2600Fb OR BETTER 2 x b P.T. SILL SECURED 978-578-1568 TO FOUNDATION USING (3) 2 x & P.T. BEAM OVER 1/2" BOLTS @ 4'-0" O.G. 4 x 4 P.T. POSTS SECURED TO GONG. PIERS W/ "SIMPSON" I 6-0" 9'-b" 10'-0" PB44 AND AG4 (TYP) z BASEMENT GIRDER BEAM #1 IRS O (3) 1.75" x 11.25" LVL 45" BELOW GRADE (TYP) --- - - - '1 2600Fb OR BETTER - 1ST FLOOR FRAMING Pm 1z � 8 8 � A�R� SCALE. 1 /5 1 0 1 .207 N , AN 5 a w GENERAL CONTRACTOR NOTES Q+ OF lI,P`�c'P s :. `ti4 h ... ,• ,.m t' STRUCTRAL 2 x 6 P.T. SILL DESIGN LOADS: FLOOR @ LIVING SPACE 40 PSF LIVE/15 PSF DEAD in ANCHORED BOLTED - tP;F,*d" , 171 ..�. :;:: ,,., ipS, 3a td E,",d;;� °„„ FLOOR @SLEEPING SPACE 30 PSF LIVE/15 PSF DEAD _ •"''' TO FON. 4'-0" O.G. (TYP) r ui}t: a "` d_ : . 'a�h it.i d,Fid[. tls y. } 6){rE h31 : IF+a .h'ai- , " "a""�'` "'',t. 7 . :z,.r - �,. t3 i S1 � I'y �i y ROOF GROUND SNOW 45 PSF LIVE/15 PSF DEAD , d^" i5 '' "'•t ' 6 vwr S :, n �,:t .h�., ,.:,.: . . !' s .. .a:: ;.`' i§ i°�Fk.' '4;3 ,' ikbs:.H,'('3,F'+'i�i�fr�.��: 1 �,r'°I!!"' T'- 0 10" FOUNDATION (TYP) I gg 3 ALLOWABLE DEFLECTION. FLOOR . ,Ri - E !!a„"""..• r°•t nL& t''` �, ' .. .. t_.,. :. " � t a}i i li:i:`nw,} fidti�n,.!;I�€l. ,�.; �x�,ti`d � LO 1/360 ROOF 1/240 _. . d :NNN -#4 20 D � SOIL BEARING CAPACITY: 2000 PSF X12 DEEP GONG. <. I FOOTING -2 x 4 KEYWAY nS NOTE:DESIGN LOADS AND SITE CONDITIONS SHOULD _T T I I I I No. Revision/Issue Date BE VERIFIED WITH LOCAL BUILDING CODES AND OFFICIALS. SPECIAL NDITIONS SUCH AS C,SNOW,WIND HYDROSTATIC OLOADING MAY REQUIRE ENGINEERING O e - .. t n rs !.. d .. • _ e y" F - k .. PROFESSIONAL REVIEW. _ I ' CONCRETE C4 Layouts and Views: CN"� ��i ,7, I• I �� A '� i :y " :=- + ) SLAB ON GRADE-3500 PSI(28 DAY STRENGTH) ON 4"MIN.SAND OR GRAVEL FILL W/6x6#10 WWM I I P a ' d FOFOUNDATION WALLS AND FOOTINGS-3500 PSI(28 DAY) 4" GONG. SLAB OVER ' o U N DAT I O N e I FOUNDATIONS t `� COMPACTED GRAVEL r 1. FOOTINGS SHALL BE PLACED ON UNDISTURBED OR i' .' 6 X 6 #1 O W.W.M. AND FIRST `ST NGINEERED (FILL TO A DEPTH REQUIRED BY LOCAL �- , � 6MIL POLY LINER i E 1 t r BUILDING COEDS AND FROST CONDITIONS. 2. FLOOR R FRAMING OF T-0"UNBALANCED y� R = UOCED FILL. SHALL 1ti 3+ _iti i Itl; tla� „ t 3. DAMPROOFING BASEMENTS TWO COATS OF - - ` I PLANS ASPHALTIC CO)ATING COMPOUND. O 4. WATERPROOFING HABITABLE SPACES BELONI GRADE _ I ( ) 31/2"" 5TL. LALLYCOLUMNSOVER PERSPECTIVE + ,i{ i't3 �t dot 3St ' •' '", :..::i' i + >' ,"". _ TWO PLY HOT'MOPPED FELT MEMBRANE WATERPROOFING. a- `fl 1p r: Et :''c C + yuLi.}! '•'"':J' _ 5.FOUDATION DRAIN-INSTALL A 6"PERFORATED DRAIN TILE ' 30" X 30', X 12" DP GONG. FTG. _ tfJ AT PERIMETER'OF BASEMENT. TOPS OF JOINTS TO BE 1 OVERVIEWS � COVERED W/1',5#FELT AND A MINIMUM OF 18'COURSE _J ` ry STONE OR GRAVEL. SLOPE TILE 3/16"PER FOOT TO POINT r I i- OF DISCHARGE. Nr , - •,:-, 6.TERMITE PROTIECTION-AS REQUIRED BY LOCAL CODES. - ? 7.ANCHOR BOLTS- 1/2"x 12"(A307)@ 4'-0"O.C.AND I 6"X 9° DP. BEAM -1 a WITHIN 12"OF EEACH END. t t r _ I r E I Project Name and Address: STRUCTURAL STEIEL ` ' _ T R - �' E v vr� * POCK 'D. 1.ALL STRUCTRAIL STEEL SHALL MEET ASTM A-36 2. UNLESS OTHERWISE NOTED, PROVIDE A 2x WOOD SILL OF APPROIPRIATE WIDTH BOLTED TO TOP FLANGE I HENTOSH RESIDENCE OF ALL STEEL BEAMS W/3/8"DIA. BOLTS STAGGERED - AT 2'-0"O.C.RIDGIDLY FASTEN ALL CONNECTING I I 4" GONG. SLAB OVER 1 BEACH AVENUE RAFTERS AND,JOISTS. 0x COMPACTED GRAVEL CARPENTRY I I 6 x 6 #10 W.W.M. I m SALEM, MA 01970 FRAMING LUMBER I I 6 MIL POLY LINER t STUDS#3 OR STUD GRADE 2.JOISTS AND RAFTERS-SPF#2(Fb 875-E 1.3) r s } + - 3.SOLID SAWN(BEAMS AND GIRDERS-SPF#2(Fb 875-E 1.3) ' 4.BEAMS-L.V.L_'S(Fb 2800 OR BETTER) 111 N, 5.UNLESS OTHERWISE NOTED: I .' $,, I 51/2.... BTL. LALLY COLUMNS OVER I `. ' I! A. DOUBLE(HEADER JOISTS AND TRIMMER @ ALL OPNGS. 1 30" x 30" x 12" DP GONG. FTG. HENTOSH 2014 B. DOUBLE,JOISTS UNDER ALL PARALLEL PARTITIONS. _ 6"X 12" OP. BEAM _ Project # t C.STEEL BRIDGING @ ACH JOIST BAY O p POCKET REOV. I i a'°.a,aTE fit yvvi('}4 t ISId f Pt #t� 2'' E t!. vE _ x: Fco F LOOR CONSTRUCTION Date 2-25-2014 � 1.GENERAL FLOORS-3/4"T&G PLYWOOD SUB-FLOOR _ 2 BATH AND TOIILET AREAS-USE WATER RESISTANT PLY. k$ t I � � fi )� x 12 DP BA M HL Scale: AS SHOWNPoGKET REQEXTERIOR SHEATIHING MECHANIC � 3 1 WALLS-1/2"PLYWOOD(COX EXTERIOR GRADE) 111 2. ROOF-5/8"PLYWOOD(CDX EXTERIOR GRADE) I AREA INTERIOR FINISH L �J r . '=5' .... t; ..: _ _ : . 9.. a. ... . :h ... .. ...}...... .. ......iz;... 1.GENERAL WAILLS-1/2 GWB Will REINFORCED CORNERS .. ,.... :::•�.., , . a.. .,.., : _,:,}r%i :. �,�: : ,._: s,. :F .� .... ..::,,_ ::=„t 6�� .,tilt: :T> ,:. .. ,: 3 �..•h•. TAPED N A D SANDED. ,a r'� 2. BATHROOMS LAND WET AREAS-USE WATER P'�ESIST.GWB. �- � m --aoz Ho- . ,.- soz No -�foz Ho tII� s,� xu k dm „iz...s."'per '' ,4 Irj 6Elit t•. ,i + :si a' jt tt,E '1 MISCELLANEOUS i F ECTRICAL PAN INSULATION EL DIRECT VENT EL 1.2 x 4 EXTERIOR WALLS R13 BATT , 2.2 x 6 EXTERIORWALLS R19 BATT+R70 RIGID FURNAGE AND 3.FLOORS OVER UNHEATED SPACE R19 BATT WATER HEATER 4.CEILING/ROOF R38 BATT FINAL LOCATION 3I vF 43t 3 C a 5.CATHEDRAL CEILING R338A17 TO BE DETERMINED ,. "'`>" .,• a S} ;{+, v a1ti VAPOR BARRIER . BY OWNER AND INSTALL 2 MIL. POLY VAPOR BARRIER ON WARM SIDE OF CONTRACTOR i1 *" �Niir'1`31t lit FOUNDATION ALL INSULL ATIONGLASS L 1. DOUBLE GLAZED ARGON GAS FILLED W/LOW E J� .35 U-FACTOR MIN. 2. SCALE. 1 /4" 1011 TEMPERED GLASS REQ'D.LESS THAN 18"ABOVE FLOOR t 1y � g il't4t Li..h NI F !i i (3) 2 x 8 BEAM ) - ` , 4 •, r s 3 y rs t ,,:.a h:• :, :.. !:,, , � i F } t n. �2 ' s}F9t! Yy�.�1 yn iayh` _ ! a 3�N �llili�F 1 iavY ,� ���! ��' tr a}��� a+iil 3� ..so-.. GOLDEN s ' a .'.is,=. - ..: .: N _ �:. ,� :,:,. ... ,.`�:" ), n i ':'il`e :; i r y3 +�" ,m,. a a aripl�•,,:.,. .vi:!_' l��ty,,�� �,G:+�"�" 'i, ! ..r" �,�, y=s: :: '..... i t�'j, rr .. :r ,. ,. ia: "a` a!h§i... 3n,}, s s 'H+�•_.....:na.' li,':. '' k"',!�,� Via= .,n �� ..�! ;f ,_; �� h-.: • ,:. :. . ...• _ :.. " � ��* ;} !;- ::'�A�w ,. v,. '-�4,. A'... : .. s i{,: :aY?rg ,... : .. : .� .. ✓"' u^ ..�. t �FFP_ 2 x 10 JOISTS / 16 D.G . __..__.. (2),L2�w _ . w F13RDGING MID SPAN TYP _`, �.�u:.:�,..,..,.�..� .;., :•_,!.. ...'_a...- .}°',;. 9.,..:r:::.:. .... :;-" ;lo-.U...!,r:f.:.:' ._n..:,. Yr+i!+`,..':�':!,. rifFxlhu.:,.,:.. [e,.:P".,.:.tsu rea::!"y'tIr^'wYµ�,,.v"+.ia:?_� : a:.x.. �&��;L.,....uH,,X � � X°L CV 2 x b RAFTERS @ 16 (T ( ,. C .n. ........ .. _ ?:�.„,.`,43+,2�v,..�,._?,,,,U:.n'.;,.:. ::..„;,h.i.. _,.:4.:: d .< ,�..,r:+,,,+,.' ,r,•: _ ,«(-,. .:,, .x'Y..,,,;.,, Tu 2 x 4 GEILING JOISTS EACH RAFTER USE GALV. J015T HANGERS LED }} 4 i '' :.:, v rl v _ :.:.. ..;.l..+1 .!, .. � _,.: .. :. :,;r�, r:. xU• +�� . . ',.,; ,f . := a :a r" ,�,,.,. Yn, .N �..td !h_..+,..,,... , .� [' I a I .: .I �1 9.: "x :. •.,dhb. .,�.�,,': � y. .f.: ! ... V :x!,:::ae, 3 !'! Y, 4. .k^.,: ._ ,, ;., ..1t9,i! ::1? .,.::., a <¢. ',;� '::lrt ':,�"�,: a•,r,.U+ ,t��. .� X z t...6;i , '. : •i�,y :: ,�+x.F ai!'%r ��. .;�. ': F .... S ". , � � �.'ti!3 fl!F!! EL2:3t� itI .'}�,; � .dFi _ :;:ilii, 3 ti i. x .: _ ,.;::::�y f {,•'xs :'��:�" r' r. :,.? mi � .: Q Z wJ) ESIGNS IL }vaL+ryrlaFEE i3!': Q ,t' {e,•i`� ,� O pqi t X SCOTT J. GOLDEN w JOIST HANGERS 9 CHESTNUT STREET _2x b JOISTS @ 16" O.C. "' ` DANVERS, MA 01923 � BRIDGING MID SPAN (TY ) x CN 978-578-1568 ^ 2 x 10_JO 15T5 @ 16" 0.C. Cn BRIDGING @ MID-5PAN (TYP)1i s u4.. 2 x b RAFTERS @ 16" O.G. (TYP) 2 x 4 CEILING JOISTS @ EACH RAFTER ATTI'. PULL DOWN STAIR OPENING USE GALV. J015T HANGERS @ LEDGER f i 2 x 8 J015T5 @ 16" O.G. N^.— - SECURED TO BEAMS W/ J015T HANGER5 x 2ND FLOOR & PORGH ROOF _ , g Y f G\y��ReonRcy'rF BRIDGING @ MID-5PAN (TYP) FRAMING PLAN F is SCALE: 1 /8" = 1 '-0" a ATTIC FRAMING FLA� SCALE: 1 /8" = V-0" 9 F RIDGE VENT (TYP) GRACE ICE AND YVATER SHIELD Yn , 3' MIN. FROM ALL ROOF EDGES xt t 2 x 12 RIDGE BOARD (TYP) — AND VALLEYS (TYP) RIDGE VENT (TYP) M: �y''.4�y344 No. Revision/Issue Date �, _- ':, k IN •�i•�•uA{,. i ..:: r .� x �" A nnrTv, et_.....,,, `III ASPHALT SHINGLES 4r 3wp �'+ev " 15# FELT PAPER 3 } !ti 5/8" EXT. PLY OVER 12 x �} p Layouts and Views: 2 x 10 RAFTERS @ 16" O.G. 12 Op 2 x 10 RAFTERS @ 16" O.G. GOVT. 1"AIR CHUTE FROM � �-�- ��� R38 ROOF CROSS SECTION SOFFIT TO RIDGE @ EACH BAY / INSUL. (TYP) AND FRAMING Rao BATT 2 x 8 GEILING JOISTS @ 16" O.G. PLANS \ INSUL. TYP ...s . p YVA5HBARRIER ` ( ) WIND ry 5'U " ';11 S ll 1l4k 11111 ' F l , '''t lltil I((llil'If lith, ii!t!t 211 t a ku4.` ''Il4 pN st ',1 ,i 1 `! "' + .1 i4i' Ilii ! ilil4ti 1l IU i ill '!71� PERSPECTIVE51MP50N "H2.5" HURRIG NE ASPHALT "SEAL-TAB" OVERVIEWS (2) 2 x b PLATE (TYP) SHINGLES 15# FELT PAPER rfl = TIES - TYP. EACH RAFTER - {{ (� ^ � 4 L,! LI - k — -- OVER 5/8" EXT. PLY r CONT. SOFFIT VENT (TYP) _ V o 1 , MASTER BEDROOM #3 HALL 2 x b RAFTERS 16 O.G. (TYP) 12 - = 2 x 4 CEILING JOISTS @EAGH RAFTER i �_ 1.•_,. BEDROOM 12 g 2 ASPHALT "SEAL-TAB' _ 3 Project Name and Address: SHINGLES 15# FELT PAPER 4 LL 2 x 6 SHOE (TYP) 3/4" T & G PLYYVOOD USE GALV. J015T HANGERS @LEDGER 1 m OVER 5/8" EXT. PLY _ Im ir (3) 2 x a BEAM HENTOSH RESIDENCE m TYPICAL WALL: R-22.6- 2x10 -22.62x10 J015T5 @ 16" O.G. " 1 BEACH AVENUE 2 x 6 5TUD5 2 16" O.G. = 2 x 10 J015T5 @ 16" O.G. 2 x 12 RIDGE BOARD (TYP) 1/2" ONE, R19 BATT IN5UL. p GOMP051TE DECKING OVER SALEM, MA 01970 "ZIP SYSTEM" (R3.6) INSUL. P.T. 2 x B J015T5 @ 16" O.G. SHEATHING (TAPED)AND SIDING ::0LU PVC RALING SYSTEM FINAL SIZE AND LOCATION GIRDER BEAM #1 KITCHEN LIMN fG RO(OM TO BE DETERMINED BY OWNER 2 x 10 RAFTERS @ 16" O.G. ( L ANCHOR BOLTED 2800 Fb OR BETTER \ ! = TO FON. @ 4' O.G. 3/4" T & G PLYWOOD Project # HENTOSH 2014 (3) 2 x b P.T. BEAM OVER 1 4 x 4 P.T. POSTS 5EGURED TO GONG. PIERS YV/ "51MP50N" Date: 2-25-2014 x 12 VALLEY BOARD (TYP) 2 x 12J @ 16" O.G. us w E PB44 AND AG4 (TYP) SILL SEALER (TYP) R30 BATT � � 2 x 12 J0I5T5 � 16" O.G. Scale: AS SHOWN INSUIL. (TYP) ATTACHED TO BEAMS 2 x 8 P.T. JOISTS @ 16" O.G. (TYP) GIRDER BEAM #2 W/J015T HANGER5 (TYP) (3) - 1.75"x 9.25" LVL BASEMENT i USE GALV. J015T HANGER5 @ LEDGER 10" FOUNDATION (TYP) 2800 Fb OR BETTER r €.m. , 2 - #4 R005 T & B2 x 8 P.T. LEDGER BOARD 3 1/2" 5TL. LALLY COLUMNS OVER 3 1/2" 5TL. LAL.LY COLUMNS OVER USE 3/8" LAG BOLTS TO FTG. 30"x 30" x 12" IDP GONG. -TTV & FILTERING MATERIAL FABRIC 30" x 30"x 12" DP GONG. FTG. 5EGURE TO HOUSE 2 x 12 RIDGE BOARD (TYP) WRAPPED AROUND DRAIN GRAVEL COARSE GRAVEL SURROUND FILL- 4" FLEXIBLE HDPE (BF24) - "BIGFOOT" PIERS 4" GONG. SLAB OVER 48" BELOW GRADE (NP) DRAINAGE SYSTEM COMPACTED GRAVEL 24"x 12" DEEP GONG. 6 x 6 #10 W.W.M. ROOF FRAMINO FLFOOTING - 2 x 4 KEYWAY 6 MIL POLY LINER , 4 - #4ROD5@BOTTOM G �O � � SECTION SCALE: 11Y = 1 '-0" SCALE: 1 /4" = 1 '-0" 'i r, ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION GOLDEN e� Ceiling Fan Uv i Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures: Surface/Pendant, ® Recessed, Heat Lamp, Low Voltage Wall Mounted Light Fixtures: Flush Mounted, � ® Wall Sconce Chandelier Light Fixture ! F I (r d, , rt 0 Fluorescent Light Fixture 240V Receptacle Q wPQcFcy, 1101V Receptacles: Duplex, Weather Proof, GFCI DESIGNS Caged Lantern Duplex(weatherproof) WP,. 3�14�1 VIP $ $ Switches: Single Pole, Weather Proof, 3-Way, 4-Way - - - - - - - SCOTT J. GOLDEN I DM� T$ Swiitches: Dimmer, Timer 9 CHESTNUT STREET E Duplex I Audio Video: Control Panel, Switch DANVERS, MA 01923 L :three WeyJDupl°X °wl I ( I SR SP Speakers: Ceiling Mounted, Wall Mounted ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 978-578-1568 os N Wall]Jacks: CATS, CAT5 + TV, TV/Cable NOTES: ° I I I g 4 1 . ALL INTERIOR LIGHTS ° R � �– \ ° v ° Co 2 SudaceMounted[24W9D] I I g Telephone Jack ARE CONTROLLED BY o ° DIMMER SWITCHES Co Rec,essed Down ight6 Recessed Down Light Races Down Light ° Recessed Down Light 6 5 v Inte-rcom o 0 2. ALL CEILING LIGHTS ° o Thermostat TO BE SWITCHED o a AND 3 WIRED FOR v d I I 4 ° n� o Door Chime, Door Bell Button CLC. FAN OPTION ° pia ° v Duplex Duplex 3 e CL 2y Surface Mounted[24W9D] ° 3 wP v I/ sP a Smoke Detectors: Ceiling Mounted, Wall Mounted o d o UP TG I ° a 15T FIR. I o a o R o �tiaEDARl P Electrical Breaker Panel ° Recesse DPwn ight6 Recesse Down Lights v �C` J. rp rFn v n ° o' st NO.207 m ° Com on Flu h Mount ° DA f3 It v ° K It 24"Sp.ace Mounted 124W9D] v a ° ° of o ° v > Duplex Duplex X GM 5 z J a _ L o UP 70 a r o r "I ° 2ND FLR. Recesso wn Light6 ° Reccessed Down L ht 6 ° v X v v DN ° X I Com on Flush Mount v No. Revision/Issue Date a ° a o e v Commvr Flush Mount Co o ° ° c o 24'Surfs Mounted[24 24" dace Mounted[24W9D] 24" udace Mounted 124W9D] I I Sw h(decorator) O DUFICATS V v ��` WP e v ° ° G ;\ m ° Layouts and Views: Recessed Down Light 6 Recessed Down Light 6 ' xece ed Down Light 6 v Co / Dup1exS5w/TVhermoslat DN TO o ° m Dupllex(weatherproof) Cs.'iv m 3 BSMT FLR. ° I a o wP tV M' S ELECTRICAL LL , Co i Rowl Sconce(douu?e)'"11 ° Fp' Fci F I'. GSRV PLANS 24 Surface Mounted 4W9D] 241"$u a Mounted 124W9D1 24"Surface Mounte °4W9D I I Common Flush Mount o ] �� GIF I' Electric panne GFC hwasher GFCI CATS w/TV Duple:Three Way ,� IR U V H - 5- ecessed Down Light 6 o o I GFCIU ® R u Do Light6 (Recessed D w Light _.-. ....... .......... st r7 ° Exhaust(light) J ommon lush Mount Recesse Down Light vf , Co I a 1 24"Surf CC Mounted[24W9D] 24"'Surface Mounted[24W9D] 24"Surface Mounted(24W9D) I I c, ON. TO 3 ° � gecess��� iLight6 Recessed Down Lights L — Duplex Duplex Duplex J ° 1sT FLR. o B Com n Flush Mount i ,3,• Common Flush Mount — — — — — — — — — -- — - Co Project Name and Address: / v I )'`5� WP Duplex Duplex Duplex o m ThermostalmrDuplexish Mount b ° HENTOSH RESIDENCE ° 1 BEACH AVENUE o ° � ;.frgThre Way\TS w/TVNplex Door Chime^\ RecessedDct9YE�hi6a �'T" SALEM, MA 01970 DuplexSwitch(decorator) o v ° Recessed Down Light -- ` BA5EMENT v ° ° q >< �,( ?r H ° Co DN Switch(decorator) Bawl Sconce�uble.T W 3 ° v Cw3 r3 Common Flush Mount 12C57V ELEGTRIGAL PLAN U p ° P ct # HENTO 2014 ° a Ds Common Flush Mount ° { CSrtV 3 v ° CDu lex^Flush Mount Common Flush Mount Ga GFCI < ° ° U [+L� c v ro"e Aft v vv v ° Duplex Duplex Duplex Date: 2-25-2014 If Scale: AS SHOWN FIRST F 5ECONE) LOO ELF. GTRIGAL PLAN ELECTRICAL PLAN OINDICATES LOCATION FOR A SMOKE DETECTOR COMBINATION PHOTO-ELEGTRIC/IONIZATION GM INDICATES LOCATION FOR A CARBON MONOXIDE DETECTOR GONT. RIDOE VENT (TYP) /—GON7. R106E \/ENT (TYP) 12 12 12 12 10 11b 12 ......... GOLDEN -—- -------------- ........................................... .................................. r .......... ........... f Z­r 7 J_q I 1 7, 12 12 3 112 12 12 120 12 4 ..................... .......... ........... ......-. ...... .............................. ........................... 7 Vl-7_2_�. FT" .................... r r i r i SCOTTJ. GOLDEN 9 CFIESTNUT STREET 51 ID F LEFT SIDE ELEVATION DANVERS, MA 01923 R) 167 HT ELEVATIO.. 978-578-1568 SCALE: 101 5CFALE: 11b" V-011 REAR ELEVATI SCALE: 1 /511 1 1-011 1444 ��IED CONT. R106E VENT (TYP) p, 4iMM zz �Tjt, if,, t All! ..E)EAL TAB" 20 YEAR A5FHALT 5HINOLE5 (TYP) l;w \4k, 6 41 if Bllvi VINYL 51DING (TYP) (OMER TO DETERMINE) "Iiil'ir R,�J T s T4 ,lip "mr FU 7i� 12 Q0 7— rf,,,f T Layouts an( Views: 31/2 Man. an ELEVATIONS .......................... AND b ther Ann al-by S.bject to approvel,by EXTERIOR authoritY havl�69'i Crry of SALM VE . PERSPECTIVES SOLELY FOR Y. R!: DP v PLAN Ovic TYPE T It 0. Fl" ­sUZIECT TO A AuL t r T-- 10'" VM- Cco - E COM90- i PEC�ION. ---- --- --------- FIN cOOF_ Project Name a d Address: Li Ll LJ HENTOSH RESIDENCE R ' 775Y. W =2%: 1 BEACH AVENUE Ft. .... _fn 15 Z' fl, SALEM MA 01970 N!4� FRONT ELEVATIOt 50ALE: 1 /4" V-011 A lull] ll�Ef, 4 e Project # HENI )SH 201 DISCLAIMER WN The informiation contained in these construction documents is for the Date: 2-25-2014 I exclusive uise of the client in construction of the building designated in ,�1_171 L�ii T �� the documeants.The existing site conditions have been based upon visual and 1photographic information and is NOT an in-depth investigation ir�, MM" into the exiEsting site conditions.Golden Designs(as architect) has pi,_ IA :51: attempted Ito establish an accurate set of construction documents for the construtction of the building based upon the owners requirements and that of:state and local codes.It shall be the owners'responsibility Np :1 ,& J I TE, to aquire ini-depth investigations,and testing when unknown of hidden lilt J ,;;� "k conditions thecome available.If the owner observes or becomes aware `71.71 of any fault or defect in the project or nonconformance with construct or docurri prompt written notice shall be giver by the owner to the architect. The owner ishall hold harmless the architect from all errors and ornissiom, 0 pertaining t(o plans and other documents related to the work(s)and as Oil architect to the owner,unless the owner and architect enter into a separate I& agreement for additional services for administration of the construction contract N51 and sit inspections during construction. Ir !HR CONTRACTOR MUST VERIFY DIMENSIONS ON DRAWINGS If l, t AND COMPARE TO EXISTING CONDITIONS ,p T If V 1,410 L R, 45 4� ,NiPi 1 :A Ff:r, Eli lr: if ix vl;,w fi;;iii i!if IXT If alli El.,I 1o`_ 0 views'. in irt, 5 5T Eli r , .. � �� t,f. ii'C. '�,,:;9 �' acmu:a� � n f;;•,�4 �'{ r` r- : ., ( t i , R ! ( S -,I I �1 °'-i t � ¢aa II1I :.,..r:..::1-:.``4(I:1..:,..-:(n-i.:...,bn....:>+l.f�(:.�'+�iu.�.�'.sv=..rtti�•il".a..y t,.i¢x w._—n}'y.111,f„'��!,n.TM�`m,w'f,9,,.:tS!,'*Ei�.Y,,Ii<,,.,_,�.;i,, :. r -_��_`Pi _�O i�ip..:'r r+y::.:::_.lzx..:...:.{::...:.i.,.�..,.d.:t F.�ir'�,,,.:X..,�t>.o.P...:. +._.. i.:�'..:.�..:t.:...r.:S....:,.....::.:..:,...,:r...;..;C..:�.'_i..:_t.i.::4.v.O��pl,:..;c.�.I,,.dM:17.+��,$f�.v 5:),:_,M...7....�:.�a.,xi::..:.f,:....:...,�.i,N,•.._..._::..,t.,E.....: ..b....�,,1..W..v°.. 3..I ui.,-:.«.J,i<.+A�.�.--.O....':h.,.a.ip i:mot..in.am e..,.n.....+Mt,t::_:..F.:..'..—..:.zht;�.....�_4nti:.o,..,f:..".d...n:.,,.....,�3rn....,_b:.a...,.r0,....,-.•,,,5._...'+..1.i. v°°ooo°°ovvvv°v°vv° :+I..-r' :v �.. °. . . . :3 5I� .(. gpI_n,r �s .,_3_....0_.....8.. fi r .._ :d.-.�_...� ...:...c:. 3.•:.Jaa.::.,_::..�fi..y_:..:°°°°vv°°oov°°v°en-r.v°vv°v°.°°' °- ' : !. :,roN1 6_tiPn1♦ na,, ..+ .a..+.".. .. .. ..... .. : a.: O � "nGOLDEN 4 .y . IF mfill Lv V se�. IAE�F,,:_ . .. nt. DESIGNS :C II� 4r ffl ,.a , SCOTT J. GOLDEN� :i+ , : 9 CHESTNUT STREET . fi , . DANVERS MA 01923n _4ka,; 978-578-1568 15tFLOOR (LIVING AREA) q50 5F ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° vvvvvvvvvvvvvvvvvvvv v v v v v v v v v v v v v v v v v v v WINDOW SCHEDULE PORCH 5F BEL QTY FLOOR WIDTH HEIGHT R/O DESCRIPTION 020HO 6 0 36 " 24 38"X6HOPPER 2nd FLOOR (LIVING AREA) - 78 5F NT-LHURHR ----------- 3030DC 1 1 36 " 36 38"X38" DBL CASEME 303ODH 1 3 36 " 36 "' 38"X38" DOUBLE HUNG 10 TOTAL - 2,401 5F 3046DH 2 0 36 " 54 "' 38"X56" DOUBLE HUNG 305ODH 8 1 36 " 60 "' 38"X62" DOUBLE HUNG (HEATED LIVING AREA) 1 ,738 5F 305 DH 6 305 DH 10 2 36 " 60 "' 38"X62" DOUBLE HUNG 305 DH 3050DH Oy Ln . in Ln LI) rh OF MASTER BEDROOM 1z15o" x 10'-10" LIVING AREA 15-0" x 13'-0" PORCHPORCH 6088 2668 UP LOSEReDate14 5qi+C4'-:2"— T ' 2 N-- R, in OFFICE AREA Layouts and Views: x FLOOR PLANS M BATHROO4. P1ERCTIVE 3' 3'-0 3v v OVERVIEWS LUMBGGm3w INHA5E DH ¢v 305 DH J —J ----------"I AND 266836 W3018 W3036 W3636W12INTERIOR 1 B30o PERSPECTIVES 1T1.7 o Project Name and Address: m BEDROOM #2 BEDROOM 14'-4" x 13'-6"KITCHENIN ING 14'-4" x 11 -0" x 13'-b" HENTOSH RESIDENCE 1 BEACH AVENUE LU SALEM, MA 01970 U3024909r>,5;M 2 x PLUMBING WALL W36232 r 2668 30685' 3 i .: LINEN 305DH DN 3050HProject LU HENTOSH 2014 6_011 5 qu BATHROOM D j ate: 2-25-2014 ,l cane �� 2-6" ASSHOWN 305[)H S H 33O op HN 6-0 -0 3-b 6-b b'-02-3 op SECOND FLOOR PLAN b"12—b4 - 12-6" ._. SCALE: 1 /4" = V-0" 2q'-b" DOOR SCHEDULE LABEL QTY FLOOR WIDTH HEIGHT R/O DESCRIPTION THICKNESS COMMENTS 2068 1 1 24 " 80 " 26"X82 1/2" HINGED DOOR P09 - COLOR - WHITE 1 3/8" f= 1P%5TFLOOR PL 2068 1 2 24 " 80 " 26"X82 1/2" HINGED DOOR P09 - COLOR - WHITE 1 3/8" 2668 3 1 30 " 80 " 32"X82 1/2" HINGED DOOR P09 - COLOR WHITE 1 3/8" 2668 6 2 30 " 80 " 32"X82 1/2" HINGED DOOR P09 - COLOR WHITE 1 3/8" SCALE: 1 /4" = V-0" INDICATES LOCATION FOR A SMOKE DETECTOR 3068 2 1 36 " 80 " 38"X83" EXT. HINGED-GLASS 1 3/4" COMBINATION PHOTO-ELECTRIC/IONIZATION C 5068 1 1 60 " 80 62"X82 1/2" 4 DR. BIFOLD DOOR P05 COLOR WHITE 1 3/8" 6068 1 0 72 80 74X83EXT. SLIDER-GLASS 6068 1 1 72 " 80 " 74"X83" EXT. SLIDER-GLASS 1 3/4" cM INDICATES LOCATION FOR A 6068 1 2 72 " 80 " 74"X82 1/2" SLIDER DOOR P09 - COLOR - WHITE 1 3/8" CARBON MONOXIDE DETECTOR (3) 2 x S P.T. BEAM OVER 2 x 8 P.T. JOISTS @ 16" O.G. (TYP) 4 x 4 P.T. P05TS 5EGURED U5E GALV. J015T HANGERS @ LEDGER TO GONG. PIERS W/ "SIMPSON" t4 Al, P1344 AND A04 (TYP) n' € t§ GOLDEN R� 2 x 8 P.T. LEDGER BOARD - � ,• ' 't� uY , USE 3/8 LAG BOLTS TO 2 x 8 P.T. LEDGER BOARD TO HOUSE SECURE , (2) 2 x 12 USE 3/8" LAG BOLTS TO ,: SECURE TO HOUSE :,; �, :: a , ...i: . rta/���� :1. ' I�:v 'f .', , ,;. � ...:.: ....!' K pe ILL 5EGURED . p ti 2 x b P.T. 5 L _ ,rtn.. „ .i. ION U51NG 4 t.. t :4 : ,. � TO FOUNDATION �..... ( ... ,. ... .. „. ,. .._ ...,I x u., e-. .c. [ w��,F .., e .: ., :: i:: .. . .. 11 ..I. „~° f� ":,; _ <:l, �.; ' , ,.[ i : 0 O.G. 3 2 x 8 P.T. BEAM _�. .. : .,.. , r ,� .. a. .: 1/2 BOLTS 4 O � �:: r ,:. .• „ .. .. :: � � .;.: _" �. ti ._„�� �??; ;+�..` �?�' ._ F^ x -[.v... ,1� .: '•mzhz ..'J�»a' , 2'x 12 [ , (2) 2 x 8 P.T. . � I � 2 x 8 P.T. JOISTS @ 16 D.G. (TYP) 9 : '' � �,, :3it i �_�I+•:�d ... Iii: I , .. ...i ' y �i . ••' _v't;^::' � �� ,. „} _a e� �+'.k:.. :m a':- +.:lii� ry � .. : ? ,�. '.�, ..: .[.[ '[. � [:'� ....13, 14V.�' 4,[ �:.- .. .v,....� _......��_ v.. x - �, t E r 'e•»=-� rte; " �' r :� �� 2 x 8 P.T. JOISTS @ 16 [ _ DESIGNS _ I v _ O t t I .[ � {.; USE GALV. JOIST HANGERS LEDGER Q i� E � f t i t � 4s. h : ya• ,p�1 •(�` � � r � SCOTT J. GOLDEN " 2 x 12 JOISTS @ 16" O.G. ITI ( SECURED TO BEAMS WI ZI/IJC HANGERS (TYP) �I' ,k 9 CHESTNUT STREET X 4 t a J015T HANGERS BASEMENT GIRDER BEAM #2 DANVERS, MA 01923 y BRIDGING MID SPAN (TYP) - - (3) 1. 15" x q.25" LVL r v I 978-578-1568 2800Fb OR BETTER 2 x b P.T. SILL 5EGURED I I TO FOUNDATION U51N6 (3) 2 x 8 P.T. BEAM OVER 4 x 4 P.T. POSTS 5EGURED TO GONG. PIERS W/ "51MP50N" � I 10'-0" q'-6" PB44 AND AG4 (TYP) z BASEMENT GIRDER BEAM #1 (BF24) - "BIG RAV PIERS p I I (3) 1.15" x 11.25" LVL I I I I 48° BELOW GRADE (TYP) _ !J 2800Fb OR BETTER ' � �,t -01, RED AR °* •: • " StE Cy � FRAMINC � �1OO h �p �+" SGML 1 /8" - 1 ' 0" j "�C":: r r t��'l y` f � f 4� �;�✓'.t'�„� r � -yew � ..:�`\ ;'�. , ! Y � _06- a i �' a f f r q"�LP � r� 6 f /"x ✓ r ', ,,a +, �` +1, � ' 9 � �� i r i. . x ' HOFM ll� 1 GENERAL CONTRACTOR NOTES s.' f s' ,, w '. +'w t g STRUCTRAL �p I 2 X b DESIGN LOADS: ANCHORED BOLTED Ln r e` a .� FLOOR @ LIVING SPACE 40 PSF LIVE/15 PSF DEAD - 41_ " x, � '; o O.C. (TYP) �} 1 ;fi � �w-��c,• � -� '�_�4�. � *4'� „ aw:a FLOOR @SLEEPING SPACE 30 PSF LIVE/15 PSF DEAD I ( TO FON. I � ROOF GROUND SNOW 45 PSF LIVE/15 PSF DEAD I II N - " r 10 FOUNDATION (TYP) _ qty, �u.a fi 'Y z t `,4 ',: ai[,' ::;,•,+ 1:.� ALLOWABLE DEFLECTION: ROOF 1/240 2 #4 RODS TOP 8 BOTTOM I24"x 12" DEEP GONG. I ' '' '' 1 SOIL BEARING CAPACITY: 2000 PSF _ J ,. / FOOTING 2 x 4 KEYWAY Revision/Issue Date ,,'•". k1 + 't' ' '',7 s '+�, :.xf€ n°[.''y'r',`'^•" x F V{j [!t(tLt NOTE:DESIGPN LOADS AND SITE CONDITIONS SHOULD -C 7 I 11 Ij ' '• :, r e ?W J BE VERIFIED%WITH LOCAL BUILDING CODES AND OFFICIALS. [;;�� , ' .> ;, ✓'° ,„,..,,;, 7 SPECIAL CONDITIONS SUCH AS SEISMIC,SNOW,WIND OR - 1 r„ • #n," "" "'`* a+'" ,; '.:>�. gig � •,,,,J' i >s >f ' M4 s'/' ;''R F"`' t t11 ,Mn"t HYDROSTATIC LOADING MAY REQUIRE ENGINEERING = - 5 t L�`. e" , °_�,.F ,,e+ /� '' :•`> `" =.,..w f""� I +A1,;I'iq ,t, ,.. z 'a• t+��II�� „r^' PROFESSIONAL REVIEW. I `D -�' I CA Layouts and Views: a+w t.0 .�' r`,' +1i y ;"F.r"; "` `::-^'a'''^•„y v'r :,._ .[.."�,-'sem +I It�����s t p7yf':, CONCRETE -- N Y �) 1 ;� . s 4. ,,` SLAB ON GRADE-3500 PSI(26 DAY STRENGTH) 1- GRAVEL I I P I 4 r - N ON4"MIN.SAND - FOUNDATION CV 4" GONG. SLAB OVER - o ktyn, ,,y, ,,.. ,t ". „ . [ . •+, '_ r� ;f E #• ,, '"' r< - '="*`a.x. [ FOUNDATION WALLS AND FOOTINGS-3500 PSI(28 DAY) _ COMPACTED GRAVEL r FOUNDATIONS I r AND FIRST s "» . 7('-. �L..-.:Pa..°$ .y ,� 'St+ f h„3'^ " {"•w ,.ts; ..+^�: i,,t ,i ,, l: w", v " n xl, , c �1 .'g,,'�' i i 1. FOOTINGS SHALL BE PLACED ON UNDISTURBED OR r bxb #10WWM 3t ' 1- 6 MIL POLY LINER �i ENGINEERED FILL TO A DEPTH REQUIRED BY LOCAL - FLOOR FRAMING 4saTl °i ( ":s ' y e " A BUILDING CODES AND FROST CONDITIONS. 2. UNREINFORCEDWALLSSHALLSUPPORTAMAXIMUM " I OF T-0"UNBALANCED FILL. I " PLANS rit 3. DAMPROOFING(BASEMENTS)TWO COATS OF _ r ' 'I` " yt*•'1 z '� ' ``1" '� „ ; " ASPHALTIC COATING COMPOUND. I .. : _ F t AS o PERSPECTIVE r ' ,gip I° °` -. �� •- w -' 4. WATERPROOFING (HABITABLE SPACES BELOW GRADE) - .O ,". B 1/2,111 BTL. LALLY GOLLI OVER n, * ,,�{, , s�E'14 �� s m T.r pr a ',:` x z c t q4 .+4's'r _ s ?g- TWO PLY HOT MOPPED FELT MEMBRANE WATERPROOFING. `fl , 30"x 3O"x 12" DP GONG. FTG. _ p* t , i=,, t z `�' t9 #e#F t ' :;. S.FOUDATION DRAIN-INSTALL A 6"PERFORATED DRAIN TILE I I I �_ OVERVIEWS � AT PERIMETER OF BASEMENT. TOPS OF JOINTS TO BE "` 1 COVERED W/15#FELT AND A MINIMUM OF 18"COURSE L_ - ir.i '1 STONE OR GRAVEL. SLOPE TILE 3/16"PER FOOT TO POINT - OF DISCHARGE. I :.,.• ,. 'r::' . ...:,,;•. _-_-_ _-_ it ,' ' - '' I 6.TERMITE PROTECTION-AS REQUIRED BY LOCAL CODES. [ 7 WITHIN RIP OF EACH END. )@ 0 O.C.AND _ - Project Name and Address: 1/2 x 12' (A307 a- " , b"x 9" DP BEAM -1L/� I r POCKET REQ'D. I STRUCTURAL STEEL w r \ L ' p Ty 1 " 1 " 1 II 6.4. I O ,1f tAt i ` ,, 'ti M „ t + F a4 `�{', , • 1.ALL STRUCTRAL STEEL SHALL MEET ASTM A-36 - - - 69 12 12 6-q 2.UNLESS OTHERWISE NOTED PROVIDEA2xWOOD I , r IHENTOSH RESIDENCE J `,+# a• i 'k 'tcg } ' kt1l ' tt " SILL OF APPROPRIATE WIDTH BOLTED TO TOP FLANGE +'1,"�, � �` I � ,I/ •I ° w -y � ` � i1� f AOT 2'OL'OCERIDGIDLYFASTENIA.ALBOONNECTLTS GGGERED - I I 4" GONG. 5LABOVER I I 1 BEACH AVENUE ,, { '-., .�"' ,•,. 'f)i �,,. yi 4 ,. \ COMPACTED 6RAVEL ° SALEM MA 01970 RAFTERS AND JOISTS. N , I 1 ° I bxb #10 W.W.M. I M ' �` ` *. •w„ .'.:: 1 : a ,• s p ,F CARPENTRY 41, FRAMING LUMABER I I b MIL POLY LINER :. :'r ., �,,,,.Le'. .: '✓^» - � '-''` 1.STUDS#3 OR STUD GRADE • i a 3 .�„ ' 2.JOISTS AAD RAFTERS-SPF#2(Fb 875-E 1.3) I '�� y .. 3.SOLID SAWN BEAMS AND GIRDERS-SPF#2(Fb 875-E 1.3) - - - q1 311 ql 411 ql 311 (_ o �� �'`•1I:!' �, dui' 4.BEAMS-IL.V.L.'S(Fb 2800 OR BETTER) i . -'�• `'', t� 5.UNLESS(OTHERWISE NOTED: \ / 3 1/2"° BTL. LALLY COLUMNS OVER I .. • =A. m: _ -_' ' A. DOUIBLE HEADER JOISTS AND TRIMMER @ ALL OPNGS. I I 30"x 30"x 12" DP GONG. FTG. x 12" DP. BEAM _ Project # HENTOSH 2014 ;�! �,}�� „ h .; t � ',i � � q' fir+:" B. DOUI6LE JOISTS UNDER ALL PARALLEL PARTITIONS. _ 3 ty� . M b' ev C.STEIEL BRIDGING @ ACH JOIST BAY m I I r POCKET REQ'D� I m Date: 2-25-2014 ,,. 'y'' r{i' f _ ""'4I'1 '€ '(• y d ' ' IMF FLOOR CONSTRUCTION 1.GENERALL FLOORS-3/4"T&G PLYWOOD SUB-FLOOR �- • 2.BATH ANID TOILET AREAS-USE WATER RESISTANT PLY. BEAM Scale: AS SHOWN POCKET RE T. 1 �! I I MEGHANIGltL EXTERIOR SHEATHING �`�1Ztt, .•< �»+.•' =,r; ' n, �' a` 1.WALLS-11/2'PLYWOOD(CDX EXTERIOR GRADE) 2.ROOF-5//8"PLYWOOD(CDX EXTERIOR GRADE) I AREA I _ Mill + J , .,l*.t: -.r , O;t{( - , .�J' « ,." ,( .. INTERIOR FIMISH WBW/REINFORCED CORNERS 1.GENERALE WALLS 1/2 G - ..;.,s;_"w" t TAPEDAMJDSANDED. _ _:.'s, r .:':® " i'. er,� 43a ma,.:::.�Y¢.". ;„7,;. : age ., f a'..y.✓ : ', :! `4 s d,[ a ..,fftt ,< at ��� ('(1 - 302 HO- 302 HO _-----302[0- 2. �02 NO •* - » 2.BATHROCJMSANDWETAREAS-USE WATERRESIST.GWB. MISCELLANEOUS I ELECTRIGAL PANEL t�1t ' b1 ate; '• i{8rx INSULATION DIRECT VENT -,j;:A? ', , . 1.2x4EXTIERIORWALLS R13BATT+RIO RIGID 21_On 31-qll 61_011 81-gll 8'-q" b' Q" FURNACE AND V v 2.2 x 6 EXTIERIOR WALLS R19 BATT10 3. FLOORS(OVER UNHEATED SPACE R19 BATT WATER HEATER °"r + 4.CEILING/PROOF R38 BATT 2q'-6" FINAL LOGATION 1 5.CATHEDRAL CEILING R33 BATT I ( J TO BE DETERMINED 4 VAPOR BARRIER BY OWNER AND ,.,, t �� - ' INSTALL A 2 MIL.POLY VAPOR BARRIER ON WARM SIDE OF T NPLAN GONTRAGTOR � ,w t' j '( k tilt ,':I !moi 11 ALL INSULATION FOUNOA 1 IO1 � ' macL r°y, v! ti ( { J� GLASS 1.DOUBLE(GLAZED ARGON GAS FILLED W/LOW E .35 U-FACTFOR MIN. 5GALE; 1 /4" V-0" 2.TEMPERED GLASS REQ'D.LESS THAN 18"ABOVE FLOOR = 4 m .4 �Els. 1 (3) 2 x 8 BEAM F ? GOLDEN-11 as .q W- 1 ` =', I}f.+^' r w°. �..A�� '' `'4� a ",3"' AY. '°�°�I`� ��. `3' `\, •� "f� ;`' g � .,�� ,r�". ;:#• z+ 3'" �. ! ! 7` ti � ? `` `-•.. \ `^. i..' "r 'at id , ;y`�r° .'4 :;,. �-�.�� \ `..` � ;r'� - , sr`. 't �';:: ..+"�,+^r.r„ry x ,.,�+ r�,•.• .� off;'.. ,f nbµt , ' ✓ .�� � , •"r"•. sr`"r >3!.A..:..k "R .,..:± •,r. '.. ...` � ..W �._. ..-,r"'stf.,✓.rr •'r+^'�;n. e ,, k•dr. : •_,. ':' x 10 JOISTS 16 O.G. r � _ I GING MID SPAN TY .,.g`}: bs`F#g�� ,. �.:5 ',., v.r"•� ,. a,X�-�., ..:... -s, .. .. ,.o-,.h... .. :,.... .F.. • � ., :: #: _ }. eT d >Y�. ..A : :G. .: . ..' e. t: ..:L..::i�"ees �,..” ry ' a:. \ C':' t �•. .,.. ve ..:. :L _.. ,i3 .N II .c::: ;•., ...,. .. v, }{ ;i-: .. .1- ..:i'�' -> f - :yy � .a v,, ...tp :. ,�✓n � : .i .p: .. .: !j .. 8-YeeI�A R{')n. FT R5 16 O.G. TYP r .En m ..�v ., .. j _. p.: ..x .., ,. �. � _ _ ! AGH RAFTER 2 x 4 CEILING JOISTS @ E (} E€ r .. LEDGER a USE GALV. JOIST HANG R5 E ._:," l: �\ .;.� '";:,: Y,. ' .`>r.MvlT.i�s'v .. t : up�:, •.t. -_-. I �rv,r"j ♦ ,.,,t Ts':cR•v ..3' I , , J':' '" s. :,:t ... • F x, ,. .":..r*" , ,s.v. : .L , r.i rn. � t:,::: .`x � Jr.✓"''• t `.:d" 'F H.:f,:�. .� - ,'tr ' .. �, "e: ., x, �"` !,r,!.'rr w`.. x r ..:',. .! : ' _ •'� :. .:: '. �..'::. .: f :. :r,y"y <J-.f .'a.y-.�`�_ '., l `� . '. � ,�:, r::..-.rry r f,+ � IU „' t.:.y .. . �p � r:r�rrr i•'r .•r�r � �? 9� �,� �',' F f' ,:. � `� v,. \ ..=:y, F, :;/� /s •',_>� ,� , ;. ' ,.'. :..,v '7 (' ,t C� f,:��'r. �' R tk af. :' DESIGNS t x SCOTT J. GOLDEN N N w JOIST HANGERS -- 9 CHESTNUT STREET DANVERS, MA 01923 2 x 8 JOISTS @ 16" O.G. x 978-578-1568 _ _ _ _ I — - - —I - BRIDGING MID-SPAN (TVP) I � ,, t m 2 x 10 JOISTS @ 16" D.G. v BRIDGING @ MID-5PAN (TYP) : r J 2 x b RAFTER5 @ 16 O.G. (TYP) {{ ' 2 x 4 GEILING JOISTS @ EACH RAFTER I TTIG PULL DOWN ALV. J015 HANGERSR5 LEDGER ?t 5TAIR OPENING pp I 2 x S JOISTS @ 16" O.G. �U - SECURED TO BEAMS W/ x FLOOR & PORCH ROOF VC '' i .w, t• b°.a 'k�"e- }3'1i > � �Et"lED ARC J01515T HANGERS `° 2 BRIDGING @ MID-5PAN (TYP) , . k I.1 C rvi t FRAMING PLAN OF nn qqI SCALE. 1 /V11 — 11-011P v 1. 1IV,. F n 1 + .�{ `s �,y�k}!'+�j#�$. 'I •"�� � ,,�l I��II � �� �� 1 (� ( ��� 4{i pp+ ATTICFRa 51 I, LA F ski r '7 ✓ A�:, f� •y'1: , 01 Q11 1 11 SCALE: 1 /S = 1 -O RIDGE VENT (TYP) GRACE ICE AND WATER SHIELD '? � � 3' MIN. FROM ALL ROOF EDGES F , II a �.r. AND VALLEYS (TYP) RIDGE VENT(TYP) ��rw� �� a a r ra a, No. Revision/Issue Date 2 m 12 RIDGE BOARD (TYP) I ASPHALT SHINGLES 15# FELT PAPER �� x �� a 5/8" EXT PLY OVER 12 9 Layouts uts and Views: I � v,a� 2 x 10 RAFTERS @ 16" O.G. 12 OBJ 2 x10 RAFTERS @1 b O.G, r� a � ;��" �� : ` CROSS SECTION FX' . { ✓- i r� r R38 ROOF s CONT. CHUTE FROM /] AND FRAMING �\ h l ?' SOFFIT TO RIDGE @EACH BAY TTIG /�i��� IN5UL. (TYP) ,; 111111 '�11 1111 �M WIN ;111111111117 �1�11 X1111 � � ? �� R30 BATT = PLANS 2 x 8 GEILING JOISTS @ 16" O.G. Y h \ nr' 4 �r ,� iT,f' F, 'i^x t• a,rf ' ,;.ti"1. _ {. w, u INSUL. (TYP) •'^x ,..,, �- C : j s ,�I = z ,t: 'x"w t:;. ,^uj,H ay, '},r:; d r" ""' '''a 9'' ic WIND WASH BARRIER u ' I UI I I 1 J Il lilal 4 ti l hill H! lits 11iliAll fU r :n.:111. I111iL �HN, ,i IqI! i .I I N :UV II '1A 4 it I IIS Vill Al :€�lll! Iii! r� of 1}I t ii+ .I III (TYP) l �ilillil u i ii PERSPECTIVE x mm PHALT 'SEAL TAB" OVERVIEWS r w a , ?� MP50N "H2.5' HURRICANE (2) 2 6 PLATE (rT,Yy 'P�)� SHINGLES 15# FELT PAPER t /r� S1 TIES - TYP. EACH RAFTERi !� I C� c - �+ MASTER FI OVER 5/8" EXT. PLY ,' 4 � )� „,,a ` 'F"*z¢' ,,' +i'r `-•..� CONT. SOFFIT VENT (TYP) BEDROOM 2 x b RAFTERS 16" O.G. (TVP) r BEDROOM #3 HALL 12 _ w 2 x 4 CEILING JO15T5 @ EACH RAFTER 2ASPHALT "SEAL-TAB" - 3 Pro ect Name and Address: 12 USE GALV. J015T HANGERS @LEDGER 1 m 'v SHINGLES 15# FELT PAPER 4 _ 2 x 6 SHOE (TYP € 314" T & G PLYWOOD OVER 5/8" EXT. PLY T (3) 2 x 8 BEAM HENTOSH RESIDENCE M TYPICAL WALL: R-22.6 ii --� 2 x 1f0 JOISTS @ 16" O.G. 1 BEACH AVENUE 2 x 6 STUDS 2 16" O.G. 2 x 10 JOISTS 2 x 12 RIDGE BOARD (TYP) 1/2" GNB, R19 BATT INSUL. COMPOSITE DECKING OVER SALEM, MA 01970 "ZIP SYSTEM" (R3.6) IN5UL. - a� a P.T. 2 x 8 JOISTS @ 16" O.G. 1 SHEATHING (TAPED)AND 5IDIN6 w PVC BALING SYSTEM _ FINAL 5IZE AND LOCATION GIRDER BEAM #1KITCHEN LIVING ROOM TO BE DETERMINED BY ONNER v� 2 x 10 RAFTERS @ 16" O.G. 2 x b P.T. SILL = (3) - 1.75"x 11.25" LVL ANCHOR BOLTED 2800 Fb OR BETTER TO FDN. @ 4' O.G. _ 3/4" T & G PLYNOODProject # HENTOSH 2014 (3) 2 x 8 P.T. BEAM OVER (! � J�� (j(j( Ill 4 x 4 P.T. POSTS SEGU RED 2 x 12 VALLEY BOARD (TVP) 2 x 12 JOISTS 16 O.G. i TO GONG. PIERS W/ 'SIMPSON" Date: 2-25-2014 OODU6 ti(1I1f180�0�U iU Itj ODUODUUUUODUUUUUODUU000(1(lUllUt1Ul1l1b�000 UUU UUUJUU( 1DU� I(1tIL L / @ ATTACHED JOISTS P644 AND AG4 (TYP) SILL SEALER (TYP) @ 16" O.G. Scale: AS SHOWN R30 BATT ( --� IN5UL. (TYP) GIRDER BEAM #2 O BEAMS 2 x b P.T. JO15T5 @ 16" O.G. (TYP) BASEMENT JOIST HANGERS (TYP) USE GALV. J015T HANGERS @ LEDGER J 10" FOUNDATION (TYP) 2800 b50R BETTER r _ 2 x 8 P.T. LEDGER BOARD 2 -#4 RODS T & B 3 1/2 STL. LALLY COLUMNS OVER 3 1/2" STL. LALLY COLUMNS OVER 30" x 30" x 12" DP GONG. FTG. USE 3/8" LAG BOLTS TO FILTERING MATERIAL FABRIC 30" x 30" x 12" DP GONG. FTG. SECURE TO HOUSE I . 2 x 12 RIDGE BOARD (TYP) WRAPPED AROUND DRAIN GRAVEL COARSE GRAVEL SURROUND FILL '61 . 4" FLEXIBLE HDPE 4" GONG. SILAB OVER (BF24) - "BIGFOOT" PIERS DRAINAGE SYSTEM GOMPAGTE D GRAVEL 48" BELON GRADE (TYP) TI x 12" DEEP GONG. b x b #10 N.N.M. ROOF � FLA FOOTING - 2 x 4 KEYWAY b MIL POLY LINER , o} � — V-011 n 4 -#4ROD5@BOTTOM GROSS 5EGTIO �I SCALE. 115" - 1 -0 SCALE: 1 /4" = V-011 1 I ltl ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION GOLDEN Ceiling Fan i Ventilation Fans: Ceiling Mounted, Wall Mounted u Ceiling Mounted Light Fixtures: Surface/Pendant, R o Recessed, Heat Lamp, Low Voltage ` s Wall Mounted Light Fixtures: Flush Mounted,' ' i 1 Wall Sconce Chandelier Light Fixture 0 Fluorescent Light Fixture 1t1 240V Receptacle P WP^ GFCh 110V Receptacles: Duplex, Weather Proof, GFCI DESIGNS Caged Lanlern Duplex(weatherproof) $ WQpT,''Io a$Q�a(o� tyP 4Q+ Switches: Single Pole, Weather Proof, 3-Way, 4-Way '. �— — — — — — — — — SCOTT J. GOLDEN $ T Switches: Dimmer, Timer 9 CHESTNUT STREET aDuplex SThrecWayuDup,ox I AVc°nn°' Ay Audio Video: Control Panel, switch DANVERS, MA 01923 wF v v v v v v v v v u v v v v v v a v v v v v v v v u v v v v v v v v v v v v v v v v u v v v v v a v u v v v u v v v v v u v v v v 978-578-1568 sP sP Speakers: Ceiling Mounted, Wali Mounted o ° C5 5g°5� Ty Wall Jacks: CATS, CATS + TV, TV/Cable NOTES: o 1 . ALL INTERIOR LIGHTS ° .— —�� I I 2 SUdaceMounted[24W9D] I I g Telephone Jack ARE CONTROLLED BY DIMMER SWITCHES v Recessed Down ighl6 Recessed Down Light Recessed Down Light RacesDown Light Intercom o 2. ALL CEILING LIGHTS ° Q Thermostat TO BE SWITCHED 5 I AND 3 WIRED FOR e o 4 Door Chime, Door Bell Button CLG. FAN OPTION m WF Duplex Duplex udace Mounted f24W1DI ° AWPUP TOe° a Smoke Detectors: Ceiling Mounted, Wall Mounted ° 1ST FL R. o o \5�EaFD AR r EP Electrical Breaker Panel c Recessed Dowm ight6 Race, Down Light u @�GVO41 �C0<D�Cf v u Com an Fiu h Mount o O h OF 24"S :ace Mounted[24W9D] O Duplex Duplex ° v ° v UP TO 31 r n' I ° 2ND FLR. Recesse own Li ht6 ° Recessed Dowm L ht 6 q 71 - - - - - — - - v v I a I Com on Flush Mount DN ° No. Revision/Issue Date 0 0 Commo Flush Mount v o ° c v 24'Suda Mounted 24 24" dace Mounted 24W9D Sw h(decorator) DupICATS w/TV ° m' 1 R ° ] 24" udaceMounted124W9D] I I 5 �� \ WF ° Layouts and Views: I I I °s� — ° n ° v / 0ID 3 ° Recessed Down Light 6 Recessed Dowvn Light dere ed Down L'gh[6 v / Duplex.T5 wr Nhermoslat o' o oDuplex(wealheeryrooq CSgV ° WPI ELECTRICAL 65/NPLANS FCIBowl Sconce(dou"¢) FGI "r FqF24"Sudace Mounted 4W9D] 24"Sur< eMounted[24W9D] 24"Surface Mounte 4W9D] ��/„ Common Flush Mount ° GF El`ectric R`aoJge ,GFC hwasheri GFCI CATS w/TVuplo:Three Way ^ ° stewed Down Light f, p' I GFC I ' I o LL Do Light fi I Hecessetl Dow Light 6 Exhaust hl ° 9 I I _ Common lush Mount o Recesse Down Light 6 I , v 11' 24"Surface Mounted[24W9D] 24"Sudace ANounted[24W90] 24'Sudace Mounted[24W9D] o DN. TOT ° `. Recess Li ht6 flecessed Down L F16 L — Duplex DNplex Duplex I 5 —J I 1ST FLR. 3 �49s Ig L J — — — -- o 0 6 Com n Flush Mount _ Common Flush Mount ° a Project Name and Address: WP Duplex Duplex O L — O Duplex ° 3 Thermostalmr°uplexiexish Mount ° � IJ HENTOSH RESIDENCE ° \ 1 Refrigerator Thre WaykT5 w%TV uplex Door Chime 1 BEACH AVENUE r ° 1 --� o p RecassedDC7H9ht6 R ' _ a SALEM, MA 01970 DuploxSwilch(decoralof) ° - 5an m ° Recessed Down Light G ---- o M �1 v ° ° m v ° DN Switch(decorator) — g Bowl Sconce(doublBASEe n 3 . ° ° / 3 o Common Flush Mount aC5/iV CW3 v n ° \ m e .. ......__ CD Common Flush Mount rtCDuplexn Flush Mount g ommon Flush Mount a oELEGTRIGAL PLAN ( Project # HENTOSH 2014 p' vvvv Duplex Druplex Duplex Date: 2-25-2014 [ Scale: AS SHOWN I FIRST FLOOR SECOND FLOOR ELECTRICAL PLAN- ELECTRICAL PLAN- INDICATEE) LOCATION FOR A 5MOKE DETECTOR COMBINATION PHOTO-ELECTRIG/IONIZATION OINDIGATE5 LOCATION FOR A GM CARBON MONOXIDE DETECTOR 3 Zerol�S The Commonwealth of Massachusetts RECEIVED ' x Board of Building Regulations and Standards INSPECTIONIA SEK& \V� Massachusetts State Building Code, 780 CMR Revised Hor 2011 Building Pennit Application To Construct; Repair,Renovate Or 1045M 22 P 3. 25 One-or Two-Family Dwelling n This Section For Official Use Only J—/ Building Permit Number: Date Oplied ,Ifns Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION j 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers tl•(11� 1 Beach Ave — 1.Ia Is this an accepted street?yes no Map Number Parcel Number 6r 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal ❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: John Hentosh Salem, MA 01970 Name(Print) City,State,ZIP 1 Beach Ave _ (978)744-7832 No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other l(Specify: Solar Brief Description of Proposed Work': Install 3.64kw solar panels on roof.Will not exceed roof panel,but will add 6" to roof height. 14 panels total. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials 1.Building $ 1,050.00 1. Building Permit Fee: $ Indicate how fee is determined: ❑Standard City/Town Application Fee 2.Electrical $ 13,950.00s ❑Total Project Cost (Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash Amount: 6.Total Project Cost: $ 15,000.00 0 Paid in Full 13 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) 103631 8/30/17 Gregg LaCasse License Number Expiration Date Naine of CSL Holder List CSL Type(sec below) U 20 Patterson Brook Rd. Unit 10 No.and Street Type Description U Unrestricted(Buildings up to 35.000 cu.ft. W. Wareham, MA 02576 R Restricted 1&2 Family Dwelling Cityfrown,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances (508)291-0007 I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) . 170355 10/12/15 Tom Blumetti/Trinity Solar HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 20 Patterson Brook Rd. Unit 10 No.and Street Email address W.Wareham, MA 02576 (508)291-0007 City/Town,State.ZIP Telephone SECTION 6: WORKERS'COMPENSATION INSURANCE AFFIDAVIT QvLG.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........1f No...........❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Tom Blumetti to act on my behalf,in all matters relative to work authorized by this building permit application. Please see attached letter. 9/18/15 Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNEW OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. ��^^^• /— 9/18/15 Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at wives nrass. ov/oca Information on the Construction Supervisor License can be found at wiles%mess.gov/dps 2. When substantial work is planned,provide the information below: Total floor area (sq. ft.) (including garage,finished basement/attics,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—"To tal Project Square Footage"may be substituted for"Total Project Cost" Optimize Engineering Co., LLC P.O. Box 264•Farmville•VA 23901 Ph: 434.574.6138•E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President August 18, 2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x10 at 16" o.c.with 13'span (horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading • 4.33 psf dead load(modules plus all mounting hardware) • 27 psf snow live load(45 psf ground snow live load reference) • 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of John Hentosh. 1 Beach Avenue, Salem, Massachusetts This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws, codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c. span along the rail between mounting brackets and secured using 5/16"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18"of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile, more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more.Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the Flange nuts. Very truly yours, Optimize Engineering Co., LLC nn l' Richard B.G .E. Massachusetts P.E.Lice se No.49993 �� SOF ti^`SgoyGs� MECHANICAL ENGINEERING CIVIL ENGINEERING 3 N05 ELECTRICAL ENGINEERING N acH oo° F CO pN\C � cecN nes°� o w ° 4� e Rec�st� �v` '�'OFES v Y'� y INSTALLATION OF NEW ROOF MOUNTED BEACH AVENUE. 3.64kW PV SYSTEM r 1 BEACH AVENUE s \ SALEM, MA 01970 kt fi Y I r[Na AS VICINITY MAP SITE NO ERIC SCALE NTS Rro vct rlBa,oLxxwnox HENT rxmALOSH,I III L 1 Pioiom Aamess. 1 BEACH AVENUE SALEM,MA 0 197 SENEGAL NOTES, GENE REAL NOTE S CORE 1 N BIG D GOR REAL AGREES CONTINUED AS BAD��ETEONSA CONTINTED SHEETINDEX oLawm rniL:'. o ED L tM TOUSANE Al TESTING MILS PV-1 COVER SHEET WI SITE INFO&NOTES HERFECT1,1�1LE PER ESI AREA DESIGNING E TTAT E PV-2 -ROOF PLAN WI MODULE LOCATIONSu PACT ANC AID NET111NANI FEE EATS OF HE INVERT Ek CAURG 11 TIES SET OF FLATS PATUE BEEN 11 NHUEAPATT Paovoseo nsaxw _ ^""°' PV-3 ELECTRICAL 3 LINE DIAGRAM sownsraEM VLINE HE�PQNs 0FEARS N CIRCUITIN 0 91n1 u E a E vzoams DIRECTIONS PER ITASTRUST ON CONTAINED BACARIA.TO LIGHT 'BRAIN FAR"A"REATIN B 1.111TIG I COMPLEUIPARRAT I IRLEAGUID45GIIIIISIOLAR 11 ALL INFORMATION BEGAN PRET BE PBU FIT P., BE III 1UR 1111. PAIREDLUTARATINATTICALI C05TIESTOn PCTLATEs11 �R A TIE PAINEREET.ELSCFR�ADFESATl LICA Arm Ur .LA `ED E,TAND INVERTER SISETIJBITATLATICE,THE a sazeMm ativ�z. L' PSM.ROTEL��OryTOTAL'III IIIIIII PITi.GA. AD L C.—IRTSE HELD q GL LP-Ni 15", BULL PH RURAL SESTR LAE FULGONI IF ALL NEEDS r+mL.:orv.F BEARING "OSSIC TS tSCo vmES SA En o exm:ot."I' A',,,LURE 1ALUAF1 NAI I - i*" ABONDFASTERFOR nraGo nF.P�E PAR PDAIR , SIR SOUP �wvouR `" cG o= u F AGAID w LiAry rr� Lnr� urvav RELECTUICIALERSTAHALLEATTENSEDAss c m av ra.NEUTRALE _ P $FLARPHSIODLIBL.ERAHLAr ELL w"S Ewl._�rvov of Pe Cc GOLE ON Al TI CANDUS 1 "Alall FAA B 11, AN ED GREGRAIEE ieUmnnU CURI HAVE AIRRIPENSF IND EM UFACTURE THAT THE INSTALLATION IFLATEDINGFITTEURAVENTS REFER TQ IRAUSBOTOARE .1.1 Rev.N. SM1eel PERSONS 0BE DEGINT 1,1111 0 VG 0 -UTILITY OF THE P ES G :COSTS, n TNILLE FRANC XS frvFLGO G AUSTE— T'S APPAREL, P1 PV - 1 ZE�GTAaTSH SUGGESTRAl BIC Nn�SHIELD RESSEUR LINGETAINES11 THEAND PEREGIR STILL AT I GROUPED FAULT ITTECRUPTER NTER 7 ALL 51 AGSIAEA�l TO aS BE IN BAND I'D RED E U USHER • O bGRINSTALLS.I"'.THIS SYSTERS1 ARE 10 G �Merv� CEREBRAL ESSII� IFISSUED GRAGINA 15 NARKEDwRRAREAERReHAR,EFEROTHER THEIR PLEASE BE ASGARD THAI FINAL ECRIENEENT ANSPER SYSTEPE THARBUTENSTECE APE SJEJE TO CHANGE DUE 71AVAHJALTfOFAGLIEE,F.. 22 11 All"'.~;111.4 I SII I^ SJ NEW wl AT AIR rnQ.11 THE,ISNFR 0.m AMP ION SPEC FLUID punnim[s!MEIFFIQRS L uuuR //—NEW MALI WOON ATTLERIEUT 1OLAH MODULE 90L2R MUHJE ACHUNITTERID"_ \ MInG 5 R R DANT 9E4M LL DO,DI UNIA4`l TOOT p VEH SPHA}SHINGLES \ E A'A/ �.—I ws I: Y OF »I. WAREAT FOR SPEED ADD o[ruLS 6e O Ll F/5 ILIG ppf 6EALANKK,A,N _ IT CO IEFTEMPLANT NOTIFICATION off ' y' s(.6 AND solAB MODULES sxnu Nm '1ST — oEV EMS GRAFIE EXTEDOPEAKHEIGHT MAI Is TAIL DO 1-111.1-11T�U�RUILL ('ATTACHMENT&CLIP pETAIL oinl ICP SELCSAlb ^pVMOD UIE ATTACHMENTON ASPHALT SHINGLE R DOE I"1HEIGHi FROM GROUNDLEVEL TO PEAK OF ROOF L/scar[norm SCu[ IO ,.cnLe 'THE .WL Nor 10&.uE ACTUAL WEENIE oiM[NSIpr3TE IT LED DO MODULI REQU A IMSFU JI RxvlMI Vnpry Prolecl Tille:oL R1 ncrvrosH,IOHN mINITVAmT e:zELs-sena \� PClennaarea, 1 ]BEACH AVENUE \ SALEM,MA 01970 plawin9 Tille'. rc \ m P0.0POSE0364kW SOLAR SYSTEM VDmwn InIVI nlA AN LLIVE ET marai el/wpa!s � S stem lniprmallou'. a� R2 PARGUID FRUNI A" A 111,11M. LUUII..'IA M °DJ P AAcTIYRE. NIFALODIA DC � LIEA ALL FOREmEer SINCE eE NIST NI11¢muonnoo vAmne ALL 7 Rev.NO u9M1 ! D I QUALITIES ARE ALID REQUIRE FILL 9 IFFECA HIM" 4.) ROOFTOP SOLA (INSTALLATION ONLY PV ARRAY WILL NOT EXTEND BEYOND THE EXISTING BUILDING ENVELOPE I�Q p\/D ARRAY SCHEDULE SYMBOLLEGENO PLUMBING SCHEDULE EQUIPMENT SCHEDULE r 1 1 k/ 2 INION END ERIC,F1011 1111.TO IN,ENDIFFE LET, I—A R1 TO RA DINSIALUDIRLDISICALL111TOO, T UD LE) 1 6oRmmel r4E P1 FLUOR C.Ul I RED.1 s sETamA.Us 11— LAT I,IiO.Ts M CET ICA 0 w -7—___ __ •i_ _� N OTHER OBSTRUCTIONS n�I t V LOCALION IN ALUM%F ��SOLAR Ep1E,IRREAT PAUL TYPICAL Nan P rMv[n oee 0AUDu AND, •a roeE ® n • RULE N�TII nA _ LIVE N. n ...... r .a. -J OHIO er l License HLLS., Charles P Bonicker Tinily Healing8 Air, n0 UBA irinlly Solar 1E MOeN0 2211 Allenw0otl ftd Wall,N1 W)19 Ap11Nll,DiO n VGOER SOI P URLUT£ IJILUW SW/ISOUN[WJ[PfW Pp MpUUI[ MCI, tioiCrAM V[X.tiIXW I. MIAUr[ JUNCTON --I I I I I I \ I I I II ¢Leel RavlNlona I F-A II IED DICEIRTIRS Dor. iI Proleel p'nrt o:'e I ARRAY I HI:NTOSH,IOMN CIRCUIT WERENNI VA0.'r UISSE100 COMPLIES WITH 3011 NEC GFCI rQCEpiACIE Pmlecl AtltlrE. ^)LO LSI F PE41 p DI lE ER T RE RAWL AN %STNC 1pl OA bOpyE 11.1 .V EXTREME N BULL 120/2409,,0, /'11LP �FTEMPER E1.A AE LOC ON OST SIMLAP r0 C1011 TOO, Al,ubP ]BEACH AVENUE I52 1GTROPICS OMST E PECiEO RAPIST PIECE 1004 b1S5A. I SALEM,MA 01970 TORE 6 1) G f (I CO UOU EC 1 E PE URE BASED G RAC HIGHEST MONTH 2%0R BIR ^ Drawing Ti10'. SUPER THIRD-OR AS AC LOCATION MOST SIMILAR TO lI rLLON LOCATO LATE COY. UWS DEP I Ir _ J 33 C PROPOSED 364kW LOA ANFUSCU pR000ET@I SOLAR SYBUEM ])1 L rz OSCONEGi METER BERARDI D',PILL 7.11UiC IN M!UV IED STATES(PALMI C APRINAS CA G 0 SI44IS)ORE IN FOR FSS t ON � � I. 2fOJ UIKI�L YL 0 D D ' M I wMr]015 •ROOF 0 ! SU i CO DU T E ST OS'ABOvc �9 ° NWF D DS C E GUILDER DESIGN TEMPERATURE JI aE ve o (LL r IED IH.). M �. DMILVISHEIR Ji O a c axe - s ALL B! _ �� `^ IOC.TETE_ J • I C P R TTEO r0 OPER TE mr U GROUNDED I;.._._ .. _..__ B a.. . . B ]. L e 0 0 BCT' 7T-L __ -- .. AIR RAI SOURCE AND OUTPUT CIRCUIT AS PER -- °•°•°•NEC NI E ISP CL A N BPPNIER Ou RL D _JLOTG IT LO D CLAI F DISICHM.A ITNL ENSU PMLNT IISIALLEO OUNWIiS SHALL FgVE y_- 2P90AERROR EE9BPE"Ll ------JNEMA RAZING "'ITAXEP LOCMCALCULATIONS RENT CONDUCT callourTuzY9MPAai.peR sTRwe xfce9aa EATIIIRA [.EC 690......1)2 (ISWI.'!5)I lE.]SA ' G;DO DEBATED RURALITY B 1 LAID _N RADIUS. 76 O1uI[rfM/ p® (D!]G)y 00R TIO OA C C'. 00 FRET" SM1eer 3LAOA'18.75AT E FRE MCA SIZE IS VALID IRA OE, BAS A C EOI LO CD DIC O AUDACITY xlxxX.]erA ARTIA RATED v / AMP 1 TE Oe r r G D ,ACC,AGBEAl PGRARLDIS A]DCO'. NSA / 'CA TO 40A J A E 11, S A.,AUO M T• r. -z- F ']IRV WIRE ASIA BARE UPPREBOUTTLABODILE'll"A"A TOTAL II�CALCULATION IVENTEP CUflFLY iER a.WfHT In OOAn2s- nsm. 40A CORCICVRBEHT PROTECTIONISVALID PROTECTION! II Optimize Engineering Co., LLC P.O. Box 264.Farmville•VA 23901 Ph: 434.574.6138.E-mail: grichardpe@aol.com Richard B. Gordon, P.E. President August 18, 2015 Salem Building Department Salem, MA Re: Solar Panels Roof Structural Framing Support To Whom It May Concern: I hereby certify that I am a Licensed Professional Engineer in the State of Massachusetts. Please note the following conclusions regarding framing structure, roof loading, and proposed site location of installation: 1. Existing roof framing: Conventional framing is 2x10 at 16" o.c.with 13'span(horizontal rafter projection). This existing structure is definitely capable to support all of the loads that are indicated below for this photovoltaic project. 2. Roof Loading 4.33 psf dead load(modules plus all mounting hardware) • 27 psf snow live load(45 psf ground snow live load reference) 4.5 psf dead load roof materials • Exposure Category B, 115 mph wind uplift live load of 19.6 psf(wind resistance) 3. Address of proposed installation: Residence of John Hentosh, 1 Beach Avenue,Salem, Massachusetts This installation design will be in general conformance to the manufacturer's specifications,and is in compliance with all applicable laws,codes,and ordinances,and specifically, International Residential Code/ IRC 2009,2011 NEC,and 2012 ICC Energy Code. The spacing and fastening of the Unirac mounting brackets is to have a maximum of 64" o.c. span along the rail between mounting brackets and secured using 5/16"x 3%" length corrosive resistant steel lag bolts. In order to evenly distribute the load across the roof rafters,there shall be a minimum of 2 mounting brackets per rafter&min.2" penetration of lag bolt per bracket,which is adequate to resist all 115 mph wind live loads including wind shear. The mounting brackets shall alternate between adjacent rafters between rail rows for better distribution of roof load. Penetration of anchors for modules mounted within 18" of ridge and edges of roof is to be a minimum of 3". Rails may be attached to either of two mounting holes in the L-feet. Mounting in the lower hole for a low profile,more aesthetically pleasing installation or mount in the upper hole for a higher profile to maximize airflow under the modules to cool them more. Slide the 3B-inch mounting bolts into the footing bolt slots. The rails will be attached to the footings with the flange nuts. Very truly yours, Optimize Engineering Co., LLC Richard B. or on, P. . Massachusetts P.E. License No.49993 MECHANICAL ENGINEERING CIVIL ENGINEERING OF MASSA ELECTRICAL ENGINEERING S�PSH cyGSF ^ n'.C.HPRD 6 N GVptDPO�C,\,_ p l:.EGH 053 � RFG i SIEe' J (PM The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY OF Massachusetts State Building Code,780 CMR SALEM Revised Mar 2011 Building Permit Application To Construct,Repair,Renovate Or Demolish a One-or Two-Family Dwelling W w- This-Section FbriOf&oial Us"e�Only BmlduigPertriitNumber .n ., -' ; D" Apphed:;�' Bwidingoffcial(Prm Name) ._, ..., , ,.; Signature �.^ - ,: .,.a..., =p�¢' •. 'y, SECTION 1:SITE INFORMATION 1.1 Pr9perty Address: 1.2 Assessors Map&Parcel Numbers I rk-&r\ 0.Ve SR[em fila J.la Is this an accepted street?yes no Map Number Parcel Number _hO- I loning Information: 1.4 Pro erty Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public)4 Private❑ Zone: _ Outside Flood Zone? Check if yes❑ Municipal On site disposal system ❑ F SECTION 2::PROPERTYOWNERSHIP''' 2.1 Owner'of Record: 3an4P)au"en SaLern MQ1 O/M Name(Print) City,State,ZIP I IPye <alern ma, 5og -76901 moeo9/.�N6�'i9©G.�o� No.and Street Telephone Email Address :: ,SECTION 3 DESCRIPTION OF PROPOSED WORK?(check all that apply) New Construction Existing Building❑ Owner-Occupied ❑ I Repairs(s) ❑ 1 Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units. Other ❑ Specify: B ' fDescd tion of Proposed o i rem eri9 anCQ F, on ��0u. Some 5 2� TtouSC on Ssi a mead Q i+i'(' of Pce Pl Pan " See Fo11 Lech o� Mans i�2� a S1 SECTION 4:ESTIMATED:CONSTRUCTION COSTS �VV Item Estimated Costs: x l Labor and Materials ... _ Official-Use Only 1.Building $ Q �_ 1 Building Permit Fee $ Indicate how fee is determined: ❑Standard Crtyltown Application FeE 2.Electrical $ �0 ❑Total Project Costa(Item 6)x mulfipher x 3.Plumbing $ $, O 4.Mechanical (HVAC) $ List: �.' 5.Mechanical (Fire Suppression) $ 51 00 .Total All Fees $ 6.Total Project Cost: $ mo, Check No Check Amount . Cash Amount ❑Paidin Full .: ❑OytstaddingBalance Due: `r SECTION 5 ',CONSTRUCTION SERVICES.„ 5.1 Construction Supervisor License(CSL) (- 5-06 60 9/ License Number/ Expiration Date Name of CSL Holder &lr-c� lot _A w /1�5� I List CSL Type(see below) V No.and Street 3 � 12l4�ny e U R TYPe - ..Descnpuon .. ,.,SoPht e U Unrestricted(Buildings up to 35,000 cu.ft. City/Town,State,ZIP R Restricted 1&.2 Family Dwelling Masonry mcl , O196G M RC Roofmoofi Covering r ^ ^, �1{'- /�� WS Window and Siding qq9-8/.-L3S9 Qt2a .CAsale �'V<>e, 11C SF Solid Fuel Burning Appliances Zlsrt• I 1 Insulation Telephone Email address D Demolition 5.2 Registered Home Impr vement Contractor(HIC) [ C4/ Rem pP; l d�llO y�=aaon J IC R �' HIC Registration Number Expiration Daze HI Company Name orHIC Regi � t Name So eh" W nn' �7 G.Ald. Oesgle 'Vea der,,ri& No.a 4t YJGGP y lY1R D)9�G q�h ,/ Email address City/Town,,State,ZIP Telephone SECTION 6 WORKERS'COMPENSATION INSURANCE AFEH)AVIT(M G L c,152, 12 Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ..........X, No...........❑ SECTION 7a;OWNER AUTHORIZATION TO:BE COWLETE)):WHEN OWNER'S AGENT OR CONTRACTOR I APPLIDS FOR BUII DING:PERMIT . I,as Owner of the subject property,hereby authorize Ge." A (,y' CAS-74 l e*a to act on my behalf,in all matters relative to work authorized by this building permit application. X 'k3C�.rp,koget �#oyZ' ti 3-I I—ao l3 Print Owner's Name(Electronic Signature) Date SECTION;7b ;OWNER'OR AUTHORIZED AGENT DECLARATIQN By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this appli afion is true and accurate to the best of my knowledge and understanding. 3/I-a013 Print wner's or Authorized Agent's Name(Electronic Si tature) Date r.o a NOTES. 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.eov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dos 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,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"maybe substituted for"Total Project Cost" Unofficial Property Record Card Page 1 of 1 Unofficial Property Record Card - Salem, MA General Property Data Parcel 10 45-0060-0 Account Number 0 Prior Parcel ID It— Property Owner HENTOSH JOHN J Property Location 1 BEACH AVENUE MAUREEN F Property Use One Family Mailing Address 1 BEACH AVE Most Recent Sale Date 111N900 Legal ReTerence 8025563 City SALEM Grantor Mailing State MA Zip 01970 Sale Price 0 ParcelZoning Rt Land Area 0.131 acres Current Property Assessment Card 1 Value Building i169,000 Xtra Features s 400 Land Value 335,800 Total Value 505,200 BWilding Description Building Style Old Style Foundation Type Brick/Stone Flooring Type Hardwood 9 of Living Units 1 Frame Type Wood Basement Floor Earth Year Built 1890 Roof Structure Gable Heating Type Forced H/W Building Grade Average(+) Roof Cover Asphalt Shgl Heating Fuel Gas Building Condition Average Siding Vinyl Air Conditioning 0% Finished Area(SF)1688 interior Walk Piaster 9 of Bamt Garages 0 Number Rooms 6 9 of Bedrooms 3 9 of Full Baths 2 9 of 314 Baths 0 9 of 1/2 Baths 0 9 of Other FMures 0 Legal Description Narrative Description of Property This property contains 0.131 acres of land mainly classified as One Family with a(n)Old Style style building,built about 1M.having Vinyl exterior and Asphalt Shg1 root cover,with 1 unit(s),6 room(s),3 bedroom(s).2 bath(s),0 hag bath(s). Property Images n m _ m „ ) t HBO . Disclaimer.This informa0on is believed to be correct bud is subjecl to change and is not wananteed. Project: Hentosh Residence-1 Beach Ave-Salem StruCalc 8.0 page Location: Basement Girder Beam#2 Multi-Span Floor Beam [2009 International Building Code(2005 NDS)] (3) 1.75 IN x 9.25 IN x 7.25 FT Versa-Lam 2800 Fb OF-Boise Cascade Section Adequate By: 37.1% StruCalc Version 8.0.111.0 2/25/2014 3:46:27 PM Controlling Factor:Moment CAUTIONS 'Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN U901 Dead Load 0.06 in Total Load 0.16 IN U545 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 3152 Ib 3060 Ib Dead Load 2137 Ib 2088 Ib Total Load 5290 Ib 5148 Ib Bearing Length 1.34 in 1.31 in BEAM DATA Center Span Length 7.25 ft ` Unbraced Length-Top 0 ft 7.25 ft Unbraced Length-Bottom 7.25 ft Floor Duration Factor 1.00 Notch Depth 0.00 FLOOR LOADING Center MATERIAL PROPERTIES Floor Live Load FILL= 70 psf Versa-Lam 2800 Flo DF-Boise Cascade Floor Dead Load FDL= 30 psf Base Values Adjusted Floor Tributary Width Side One TWi = 7 It Bending Stress: Fb= 2800 psi Fb'= 2882 psi Floor Tributary Width Side Two TW2= 0 ft Cd=1.00 CF=1.03 Wall Load WALL= 160 plf Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 [Dead NT LOADS-CENTER SPAN Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Number One Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Load 2660 lb Load 1440 Ib Controlling Moment: 13114 ft-Ib tion 3.5 It 3.48 Ft from left support of span 2(Center Span) BEAM LOADING Center Created by combining all dead loads and live loads on span(s)2 Reduced Floor Live Load 70 psi Controlling Shear: 5290 lb Total Live Load 490 plf At left support of span 2(Center Span) Total Dead Load 370 plf Created by combining all dead loads and live loads on span(s)2 Beam Self Weight 14 plf Comparisons with required sections: Red Provided Total Load 874 plf Section Modulus: 54.6 in3 74.87 in3 Area(Shear): 27.84 m2 48.56 int Moment of Inertia(deflection): 152.37 in4 346.26 in4 Moment: 13114 ft-Ib 17982 ft-Ib Shear: 52901b 9227 lb <EREO ARC&/TF Gp/o VO R` 0 r � p.7077.0 o AN S. SP NOFMPr' ^ r a � REScheck Software Version 4.5.0 Compliance Certificate Project Hentosh Residence Energy Cade: 2009 IECC Location: Salem, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 16% Climate Zone: 5 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1 Beach Ave John and Maureen Hentosh Scott Golden Salem, MA 01970 1 Beach Ave Golden Designs Salem, MA 01970 9 Chestnut Street Danvers, MA 01923 978-578-1568 sgoldenarchitect@yahoo.com Compliance: Passes using UA trade-off Compliance: 5.1%Better Than Code Maximum UA: 292 Your UA: 277 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cast relative to a minimum-code home, Envelope Assemblies Gross Area Cavity Cant. Glazing Assembly Pen.or R-Value R-Value or Door UA meter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 950 38.0 0.0 0.030 29 Wall 1: Wood Frame, 16" D.C. 2,216 22.6 0.0 0.055 102 Window 1: Vinyl Frame:Double Pane with Low-E - 279 0.320 89 Door 1: Glass 80 0.320 26 Floor 1: All-Wood Joist/rruss:Over Unconditioned Space 950 30.0 0.0 0.033 31 Compliance Statement: The proposed building design described here is con ' ent with the building tans, specifications, and other calculations submitted with the permit application.The proposed buildingOS been design d to t the 2009 IECC requirements in REScheck Version 4.5.0 and to comply with the mandatory requirement sled in t e R h c spection Checklist, Name-Title Sig �O�j J GO /rF0 Date r 05� Fy1 n No.20726 DANVERS o MASS. Jy OF MP55P4'Z Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\dellvault\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave - Page 1 of 8 Salem.rck REScheck Software Version 4.5.0 Inspection Checklist Energy Code: 2009 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section[ + . i. "f a �. '.,.?r u4,:. „ ( � � .,�. ' Plans Verified Field verified 'z ' t f° # Pre-Inspection/Plan Review' n Compiies�" ' .Comments/Assumptions^ &'Req.ID Value Value .,," � , 103.2 ',Construction drawingsand"" irsa w. �+ " Vie€ ❑Com [PR11 documentation demonstrate ` " >; 1 y`p iM,'�`���nti'ih aY 'r ` PIES -,%,RYar7 E'af'm`" " �*' " s�i a sre « ❑Does Not ;energy code compliance for the a# ' .fix`r $ig" U ;building envelope. � "' :at¢ `# r3'r aztF �'. ❑Not Observable ❑Not Applicable 103 2, Construction drawings and ❑Complies 403.7 documentation demonstrate r44* ""ftffl ❑Does Not [PR3]1 !energy code compliance for �fi � e s CO) I:lighting and mechanical systems. F'�+>� ��' �y+� � �� , � �+���'t� ❑Not Observable , Systems serving multiple # � r$* f"�' * t, t* *fir a, ❑Not Applicable :dwelling units must demonstrate �I � compliance with the commercial .1 ,' "a# �"' 3 *¥,j .aa�' w.�t,f Vit. 403.6 Heating and cooling equipment is: Heating: ! Heating: ❑Complies [PR2]2 sized per ACCA Manual S based 1 Btu/hr Btu/hr ❑Does Not J Cooling: F on loads per ACCA Manual j or j❑Not Observable ' Cooling: other approved methods. Btu/hr ; Btu/hr_ �❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact (Tier 2) 13 ILow Impact (Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\delIva ult\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave - Page 2 of 8 Salem.rck 2009 IECC Foundation Inspection "Complies? ` y Comments/Assumptions ` 303,21 A protective covering is installed to ❑Complies [FOI1]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in. below ;❑Not Observable; grade. j❑Not Applicable 403.8P Snow-and ice-melting system controls Complies [FO12]2 installed. ;❑Does Not j - '� ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 11 12 Medium Impact(Tier 2) 13 1 Low Impact (Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\del Iva ult\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave- Page 3 of 8 Salem.rck Section Plans Verified Field Verified # Framing/ Rough-In Inspection & Req.ID Value Value Complies? Comments/Assumptions 402.1.1, ;Glazing U-factor(area-weighted U- I U-_ ❑Complies !see the Envelope assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ' 402.5 ❑Not Observable ; [FR2]1 ❑Not Applicable �J 303.1.3 ..,....._, .-.__... ,U-factors of fenestration products � ,i: ❑Complies [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or 3 yI ¢' $,�,f .+ srelM J ;taken from the default table. st�� .„ ' s a �,� P°� .,, ❑Not Observable I 'r� 4,_19" � 31 �'"� ❑Not Applicable 402.3.5 ;Sunrooms enclosing conditioned U- U-_ ❑Complies [FR811 ;space have a maximum I❑Does Not ;fenestration U-factor of 0.50 in ❑Not Observable ;Climate Zones 4-8. New glazing I separating the sunroom from I❑Not Applicable conditioned space must meet ;code requirements. 402.3.5 ;Sunrooms enclosing conditioned U-_ U- ❑Complies [FR9]1 ,,space have a maximum skylight Not U-factor of 0.75 in Climate Zones ;4-8 ❑Not Observable I❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies [FR2011 :is listed and labeled as meeting [ i °�,�"��a ❑Does Not ll AAMA/WDMA/CSA 101/1.5.2/A440 ..yt ° +tn f,'% or has infiltration rates per NFRC 0 ' ; tt ❑Not Observable 400 that do not exceed code =^Ihtr # ❑Not Applicable ;limits. 402.4.5 IIC-rated recessed lighting fixtures ILJComplies [FR16]' sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. + a ❑Not Observable rs os ;; e anti'_ ❑Not Applicable 403.2.1 :Supply ducts in attics are R-_ R I❑Complies [FR1211 ;insulated to >_R-8.All other ducts 1 R- R- ;❑Does Not in unconditioned spaces>_ or ❑Not Observable ervabl ;outside the building envelope are j❑Not Applicable rvabl insulated to R-6. 403.2.2 ;All joints and seams of air ducts, , ❑C o m p lies [FR13]1 lair handlers,filter boxes, and g t ❑Does Not ;building cavities used as return ¢ n+ ;ducts are sealed. 's1'' } ktv « = xp+ `,, [$E ' - ❑Not Observable ;xt iFy , �t+fs «a w 1 `' fz'r'+,[^ ❑Not Applicable 403,23 JBuilding cavities are not used for '�� ` . 31 Sf1,l :"' v�a 4❑Complies [FR 513 supply ducts. 1❑Does Not L1i, ❑Not Observable ;, ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 QF or chilled fluids El Not ,J below 55 4F are insulated to>_R- j 3 j❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R-_ R- ❑Complies [FR181' pipes are insulated to R-2. ❑Does Not ! J ❑Not Observable ❑Nat Applicable 403.5- t Automatic or gravity dampers are t "a " f y ❑❑Complies [FR19]2 installed on all outdoor av - Does Not pintakes and exhausts. ❑Not Observable " ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\dellvault\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave- Page 4 of 8 Salem.rck 11 High Impact(Tier 1) 2 :Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\delIva ult\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave - Page 5 of 8 Salem.rck 'Section ` Insulation Ins ection ..f Pians Verified a Field Venfied,,r €'t ``I' " ),& '`• " •' rrc'." �' & Re ID p ,Valuef ' ;:,Value complies. Comments/Assumptions'i Q• 303.1 All installed insulation is labeled f "*�1 `w ;'a " ❑Com lies [IN13 or the installed R-values a £ af' rb ' s4 ❑Does Not provided. A m ,� � , ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ❑Complies :Seethe Envelope Assemblies 402.2.5, E] Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 [IN11' E] Steel E] Steel ❑Not Observable ❑Not Applicable 303 2, ;Floor insulation installed per �j# 1Ot+as€°�so, k"rE rww� ''jU x ua�3 '" - ❑Complies 402.2.6 'manufacturer's instructions, and a r r�K f°� ;,:, �,` fi4 gym,1, ❑Does Not [IN211 !in substantial contact with the 'g U "��A ❑Not Observable OT ,underside of the subfloor. �r#€,i# a� 2W : ,�,•a a.t ❑Not Applicable R �4ks x i8 •x ..€ R.... ..z.�. w.s.... 402.1.1, ;Wall insulation R-value. If this is a R- R ;❑Complies ';See the Envelope Assemblies 402.2.4, mass wall with at least 1/2 of the ❑ Woad ❑ Wood ❑Does Not table for values. 402.2.5 ,wall insulation on the wall [IN311 !exterior,the exterior insulation E] Mass E] Mass ;❑Not Observable (requirement applies. L] Steel I❑ Steel j❑Not Applicable [03.2 Wall insulation is installed per 3. ❑Complies IN4 .manufacturer's instructions ^ a a&' #� ,�'€¢P, zrt'F ❑ trA ,him e I" ti«r rye 1�'+' � Does Not ' " l,r$*f,1 'v' "�-4 ❑Not Observable asf�57.rzmSt em.. °]❑Not Applicable 402.2.11 ;Sunroom wall insulation has a R- ; R- ❑Complies [IN811 (minimum R-value of R-13. New :❑Does Not ;walls separating the sunroom ❑Not Observable ;from conditioned space must ;meet code requirements. '' � ri /t*ya ❑❑Not Applicable 303.2 Sunroom wall insulation installed ;i4 WL pt2g, Complies [IN911 per manufacturer's Instr ❑Does Not 141 a ❑Not Observable INS, ❑Not Applicable 402.2.11 ;Sunroom ceiling minimum R-_ ! R- ❑Complies [IN1011 insulation R-value of R-19 in ❑Does Not CO) ;Climate Zones 1-4, and R-24 in Climate Zones 5-8. ❑Not Observable ❑Not Applicable 303.2 ;Sunroom ceiling insulation is #IN� ❑Complies [IN11]1 'installed per manufacturer's y t � Y d pal '�g , sfy' ,� y , ❑Does Not 'instructions. r- aa�2 ra nais: n i,41 AaM3 'lj� iy" m' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 11 2 .Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\dellvault\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave - Page 6 of S Salem.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-Value.Where R- R- ❑Complies See the Envelope Assemblies 402.2.1, .> R-30 is required, R-30 can be E] Wood [:I— Wood ❑Does Not ;table for values. 402.2.2 ;used if insulation is not E] Steel ❑ Steel ;❑Not Observable [FI1]1 ;compressed at eaves. R-30 may be used for 500 ft2 or 20% ❑Not Applicable (whichever is less)where ;sufficient space is not available. 303.1.1.1, ;Ceiling insulation installed per m ❑Complies 303.2 manufacturer's instructions. ' ❑Does Not [FI212 ;Blown insulation marked every .. fI r {� :300 ft2. 'fwrk ' ❑Not Observable !❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ❑Complies [FI3]1 insulation zR-value of the ❑Does Not ;adjacent assembly. ',❑Not Observable ❑Not Applicable 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 =_ ❑Complies 402.4.2.1 'verified by blower door test result) ❑Does Not [FI1711 of<7 ACH at 50 Pa.This (9 :requirement may instead be met ❑Not Observable ;via visual inspection, in which ❑Not Applicable ;case verification may need to ;occur during Insulation Inspection, , , 402.43 Wood-burning fireplaces have '� ,. .,.�" '.��. . `' ❑Complies [FIB12 gasketed doors and outdoor .� ' ❑Does Not j Combustion air, w F Iry 7 ❑Not Observable s �414 �"Y`'tle t i����kn z' � ��i�r f"et�' ❑Not Applicable ; 403.2.2 !Post construction duct tightness _cfm cfm ❑Complies [FI411 (test result of<8 cfm to outdoors, ❑Does Not ;or<12 cfm across systems. Or, ❑Not Observable ;rough-in test result of<6 cfm .across systems or 54 cfm ❑Not Applicable ;without air handler. Rough-in test :verification may need to occur during Framing Inspection. 403,1.1 Programmable thermostats Ash .�E;§PPtFm'"b ` ❑Complies [FI912 installed on forced air furnaces. r�.",`° al.a Flax &Fo-1 ❑Does Not �„ u ❑Not Observable rx' 'x. f `s-„a. „. ❑Not Applicable 403 1.2 tc Heat pump thermostat installed , ' f' 41lrp '+-� x,k1�� t¢m"'. ❑Complies [FI10]' on heat pumps. W Wv, t ", ❑Does Not ❑Not Observable iff 4tr 4.1, ' ❑Not Applicable 403 4 Circulating service hot water =° 'eSvr1 � . 1 ,#' :4„*,,g= . ', "*f*.M,}��t ❑Complies [Fill]' systems have automatic or ise *x ram 4.�V ❑Does Not accessible manual controls. x 'J °w ❑Not Observable ?a, , , ❑Not Applicable 403.9.1 Readilyaccessible switch on eux i'" 5`1' "1 ” r +" [' r 3� ": ❑Complies [F112]3 heaters for swimming pools. ❑Does Not ❑Not Observable 05, =g ❑Not Applicable 403.9.2 Timer switches on pool heaters I]t;°m°''` ❑Complies [FI19]' and pumps are present. ��„• o ❑Does Not le °Au' f : off, .ski ❑Not Applicable e 1 JHigh Impact(Tier 1) 2 !Medium Impact (Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\delIva ult\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave- Page 7 of 8 Salem.rck Section Plans Verified Field Verified ' # Final Inspection Provisions Value Value Complies? Comments /Assumptions & Req.ID 403.9.3 EHeated swimming pools have a ❑Complies [F120]3 cover. Covers on pools heated a 1 ❑Does Not over 90 9F are insulated to R-12. 1 7a,4; w*, �;, '[,� �: ❑Not Observable _ 4 's� s 4 ti ' " ' ';+�" . ❑Not Applicable I 404.1 :50%of lamps in permanent " 8, ,R ❑Complies [FI611 fixtures are high efficacy lamps. El oes Not Q) U.JODot Obervable . ta� 6`,#:. 1d rxn, �', ❑Not Applicable 401.3dP Compliance certificate posted. 77; '"; �_'""'1y' ❑Complies [FI7] .,+' A #t,va I'* ❑Does Not a" ❑Not Observable ; ❑Not Applicable 303.3 Manufacturer manuals forrj;JLJComplies [FI1813 mechanical and water heating €s i�r{'"4rfu, x ° 73i* � �( x 'r` El Not equipment have been provided. y"#�,t , , fit Eai `„, €I ❑Not Not `' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 113 J Low Impact(Tier 3) Project Title: Hentosh Residence Report date: 02/25/1 Data filename: \\delIva ult\EmpProfiles\Folders\sgolden\My Documents\REScheck\1 Beach Ave- Page 8 of 8 Salem.rck �J( 2009 IECC Energy Efficiency Certificate Wall Insulation 22.60 Floor 30.00 Ceiling / Roof 36.00 Ductwork (unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.32 Door 0.32 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments Pest Control Service Agreement 6 & g PEST CONTROL 10533 271 Western Avenue, Suite 203 LYNN, MASSACHUSETTS 01904 (781) 599-4317 SET/ICE LOCRIION LAi2Le r .a I ,e,16 Ain Slew STW'CT CR/,BKrE anO DP OEy.3pNTO8ECONTNTEO BEPNLE PHONE /70 / u vi�✓Qva 9�✓• ✓ �� r �rs� PHONE p ry p fVPEOPPROPER MBE SERVICED OPTE SEP`PICB OEGIHg sxplmnm OPTS RENEWAL SERNGETOOEPEWMB D ff 3 Z U �y Zo p ❑MpNTHLY O QUARTERLY Q'6THER =fOBECMIT�UO ..f-./!ol ..............................._.... ... ............,........._._....._............. ....,...,..._... ... .......... ... ..... ... .... ..... . ........ ........................., . .. ..... SPCCIpLINBTRIICNON9: ��B .PPrL �nr /. i ��e..L{�./ u..rL{�e a/er,s✓ CLCk �tr.c� < .. SLP /D lr^ /l/U U/,f/7� ✓UG�I°�1. , ar L.�✓• . . +/!'1.....�..,f, Ovule . 3 /a(/'c !E'�!/ ( 'S;s,/�!x 6c,.s`.f.?it;�i�-r G✓ re_ IAwJ�.'UvO.�..r�c'/,. :.. _d �a /n F ......._....... . ..... i u,' c/o evl C A. f'/a cc A,�ir , TERMBANGC W)VONS: J 7- 0-7 w¢t a�Fev n Q �,s• �� F RVICE GUARANTEE:We agree to apply chemicals to control above-named pests in accordance with terms and conditions of this vice Agreement. All labor and materials will ba furnished to provitle the most efficient pesl control and maximum safety required by eral,state and city regulations, SERVICE RENEWAL:This agreement shall be for an initial period of one year,and will renew Itself annually unless either party cancels this agreement by giving thirty days written notice before any expiration date, ANNUAL r� AGREEMENT CHARGE $ ev 312 4/1 Y t COMPANY D81G DATE INITIAL SERVICE CHARGE s z< 7J I MONTHLY/QUARTERLY PAYMENTS $ FOR w Y OnTE 7 `!�tL $ a 7S CUSTOMER --......-_--.: .. _.--------------- ----- `Brocktt>n;MA-02RUN; 7. ,)6.2360. 711 . Januay.N 2014 - Brendon Larkin I Beach Ave Salem, MA RE: Asbestos lnspectton 1 Beach Ave, Salem,MA On January 24,2014, Patricia E.Riley, Massachusetts licensed asbestos inspector A160295, inspected the house at the above address forthe presence of asbestos prior to demolition. The wall material,the debris pile in the basement,and the sheet floor and associated mastic in the 2°d floor bathroom were suspected to contain.asbestos. Bulk samples of the suspected asbestos containing materials were collected: There is assumed asbestos containing siding on the exterior of the house: The samples were del'rverad to Covino Environmental Associates for analysis. The samples were analyzed by the EPA endorsed method of:Polarized Light Microscopy with Dispersion Staining(PLX,VDS)method.. The PLM/DS.is a qualitative and quantitative form of analysis`that yields the type of asbestos in a sample, if any. All bulk samples were negative for the presence of asbestos. See enclosed results.. . The asbestos containing material must be removed by a Massaohusetts licensed asbestos abatement contractor prior to demolition.if you should require more information on this, matter,please do not hesitate to contact me at(617)623-667$. Sincerely, 6'Cll - Patricia F)Riley President Air Safe. Inc. 61 Endicott Street, Bldg. 25-1 Norwood,MA 02062 781-762-3390 Experts in Asbestos and Mold Removal INVOICE 03/20/2014 Brendan Larkin I Beach Avenue Salem,MA 01917 Site: Same PAYMENT TERMS: DUE UPON RECEIPT OF INVOICE Phone: 781-944-7808 Email: larkinandlarkinc@aol.com WORK DESCRIPTION Removal of exterior asbestos siding. $87400.00 Less: deposit check 43304. (2,165.00) TOTAL BALANCE $ 6,235.00 PLEASE FORWARD PAYMENT TO OUR MAIN PROCESSING CORPORATE OFFICE AT THE ADDRESS NOTED ON THE LETTERHEAD ABOVE. THANK YOU 0"Q44Commonwgalth of Massachusetts City of Salem Inspectional Services RECEIPT 120 Washington St,3rd Floor Salem,MA 01970 Phone:(978)745-9595 x5641 Application For Building Permit (One- or Two- Family Dwelling) Permtt N6#: TBLI -6930 ..... xv sau 'r I �II,, D taApplied 9iUIP{p3f14'12014W" . minim• Ll — { h i{i{ti ua dmwec+p { i ";��' � " t�1�P° . ; �, 11V � IsBi�5i1 ,fll{"{{Ili"7{Il• Building Official (Pant Name) Signature a + w�mr �� rau {{i ��{ Date Issued rw' 1 �I TION 1`i SITE INFORMATION " w { �I31 iSECuu�a,� {{ ,I {t • nu,: v t{ ti'� I�I��f t^ '� �����{IN"._ 1.1 Property Address 1.2 Assessors Map&Parcel Number 1 BEACH AVENUE 46-0060 1.3 Zoning Information 1.4 Property Dimensions R1 17100 Zoning District Proposed Use Lot Area Frontage(ft) 1.5 Buidling Setbacks (ft) Front Yard Side Yard Rear Yard Required Provided Required Provided Required Provided 15.00 0.0010.00 0.00 30.00 0.00 1.6 Water Supply: 1.7 Flood Zone: Outside Flood 1.8 Sewage Disposal System Zone? Check if Public Zone: yes_ Municipal ER .dSECTION2?PFOPERTYh,O1ryNERSHIP. a g x �dlII�1� P1�3Pi 'tt�t ... •" *w aawut t t xtf wnettt ui�..l t{yttl{itlh a sa nfaa u .,ut. i! t Owner of Record HENTOSH JOHN J MAUREEN F 1 BEACH AVE SALEM MA 01970 Name Address Phone Email [, t f{Nr {pPi Wht Wx�mm.cf,wrm > x mwn tsar: iia {aII �l z� ,=�SECTION3: DESCRIPTION OF:PROPOSED WRK' - i , ! P" Permit For: New Construction - 1-2 Family Brief Description of Proposed Work: 680-14 DEMOLITION OF OLD HOUSE & FOUNDATION. REBUILD HOUSE ON SAME FOOT PRINT SEE PLOT PLAN). PLANS ON FILE SECTION 4: ESTIMATED CONSTRUCTION COSTS/PERMITTEES Total Project Cost: 72,380.007 0,000.00ment Date Amount Paid Check No Total Permit Fee: 2,380.0017/2014 $2,380.00 8337 Total Permit Fee Paid: {fix{•,...,aat{wc,qg !f;{rr{. °' { ;:`T'HISAS�NOTOX,PERMIT `# •.., r m{d w { tN � 04-4�vls Commonwgalth of MassachusettsCity of Salem Inspectional Services r(' -.A„ ` '%REC E 11:17 PT 120 Washington St,3rd Floor Salem,gM 01970 Phone:(978)745-9595x5641 Building Type: Single Family Existing Proposed No. of Floors/Stories(include basement levels&Area Per Floor(sq.ft.) 0 0 Total Area(sq.ft.)and Total Height(ft.) 0.00 0.00 0.00 0.00 ,,,;'SECTIONS C011il TION SERVICES 5.12 Registered Home Improved Contractor(HIC) GERALD CASALETTO 3 SOPHIE RD License Number: 121110 Name Address (978) 815-6357 PEABODY, MA 01960 License Type: HIC Phone City/State/Zip Email geraid.casaletto@verizon.net License Expiration: 4/8/2015 ry rIl}4wv4,11 ',{j�IV .,y� SECTION 6 WORKERS COMPENSATION INSURANCE AFFIDAVIT d'.u,u ; 6i. 41"� _.,.. mo•�.,em,,,+ ,IC ..PE ,+IN x,u, sxm.` IDA Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit On File? ar , SECTION lac OWNER AUTHORIZATION TO,BE COMPLETED WHEN fig "hi"ti "05".1115 ,6 I u, ,,, ,,,r OWNER'S'AGI:NT OR CONT"CTOR'APPLIES FOR BUIL+DING'Pj kMIT E„i l l I, as Owner of the subject property hereby authorize GERALD CASALETTO to act on my behalf, in all matters relative to work authorized by this building permit application. HENTOSH JOHN J MAUREEN F 3/14/2014 Print Owner's Name(Electronic Signature) Date Submitted 1 g"jg FSECTION 7b: OWNER OR`AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. HENTOSH JOHN J MAUREEN F 3/14/2014 Print Owner's Or Authorized Agent's Name(Electronic Signature) Date Submitted fir) �}�� NOTES.:IH41 211fi,1„� ,�u": gy ",Ifi .r An Owner who obtains a building permit to do his/her own work or an owner who hires an unregistered contractor(not registered in the HIC Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps When substantial work is planned, provide the information below: '""" iwTHISIS 'NOT "A PERMITx Commonwealth of Massachusetts 6 1,� s City of Salem y Inspectional Services REC E I PTS 20 Washington St,3rd Floor Salem,MA 01970 Phone:(978)745-9595 x5641 Total Area (sq. ft.) 0.00 Type of Heating System Number of half/baths Gross Living Area(sq.ft.) 0.00 Type of Cooling System Number of decks/porches Number of Fireplaces Room Count Enclosed/Open Number of Bathrooms 0 Number of Bedrooms 0 I`' x E,. THISaIS NOT A PERMIT . 'w ^, jl City of Salem, Massachusetts Department of Public Services 12o Washington Street,4th Floor Tel. (978) 745-9595 Ext. 5670 Kimberley Driscoll Mayor Fax(978) 745-0349 David H. Knowlton, P.E. City Engineer APPLICATION FOR HYDRANT USE OR TEMPORARY WATER LINE CONNECTION FOR CONSTRUCTION PURPOSES Rules governing use of city hydrants and temporary water line connections for construction: 1. Applicant will provide meter and approved back flow preventer. 2. $100.00 fee due with submission of completed application. 3. Unit charge will be per 100 cubic feet of usage,or,a$10.00/ccf.If a meter is at the job site when water personnel inspect sucha meter,a maximum charge of$100/day will be billed to the applicant. 4. Applicant must inform the Water Department of intended use by 9:00 a.m.on the previous business week. The contractor accepts responsibility for informing the Fire Department and DPW. The applicant must supply a telephone number of onsite communications in the event of an emergency;order to cease use is required for public safety(i.e.firefighting). 5. Salem DPS will provide instruction for proper operation on the first day of use. The applicant assumes responsibility for the care and use thereafter. If the meter and/or back flow preventer are lost,stolen and/or damaged,it is to be reported to the Water Department and the applicant will replace and/or repair the equipment. Illegal use of the hydrant and water line connection(without meter and back flow device)will not be tolerated and carries a fine of$500.00 per offense. 6. A copy of this application(with signatures)must be kept on site,any offense is$25.00. Date of Application: Fee Received: ��� Date: o`4 Date(s)of intended use:Oq-0`c201!? thru 04- 19 - d-O 1 U Location of Hydrant or water line connection: A �4�h Q tf C' �aI Q M (tZa Hydrant#or address of water line connection: Proposed Use: 195 C(Na r O e- z(�a�'vco� a J -4 � Applicant: Responsible Party for operation: Telephoneh/97iy Billing Address: [� ( l�f�We S+ Ch vee - mq: SQenceF �_- ,0 L COPY MUST BE KEPT ON STTE AT ALL TIMES$25.00 FINE Meter Manufacturer: Meter Size: �� Serial# ! �A g--"n4 —' Total Usage: Start Read: End Read: �y Back Flow Preventer Information: 't_p slallation Inspection: (initials) Spot Check: Applicant Signature City Engineer 0 ✓ The Commonwealth of Massachusetts Board of Building Regulations and Standards CITY Massachusetts State Building Code, 780 CMR SALEM ^ 1 Revised Mar 2011 Building Permit Application To Construct,Repair, Renovate Or Demolish a \ One or Two Family Dwelling c�E "vz'.cr :VICx'�< all Iff Bul`dmg Oficial(Fnntklanie� Y' _ �J xlSignature - . € . : ,� ` _ w" �.'�' t Dau; 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 1.1 a Is this an accepted street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(R) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public❑ Private❑ Zone: _ Outside Flood Zone? Municipal Cl On site disposal system ❑ - Check if yes❑ ` rx".'AS ,.,5 IO 2 I?O,EFRTOW _ft. �".,:� " :-�� .. :::..:, ...�. . 2.1 Ownerr of J ecord: Name(Print) City,State,ZIP No.and Street Telephone Email Address SECTION 31 SCRTPTION OF RO)?OSk3D tii O (check alb"tha} New Construction ❑ Existing Building❑ Owner-Occupied ❑ Repairs(s) EKI Alteration(s) ❑ Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units_ I Other ❑ Specify: Brief Description of Proposed Work : l VA N SEC O -'+:•�£ C 4 +§. ,1NIX E'Di GOl`ISIRI CTSON COS Ste ` '� Estimated Costs: vm Item s SOS cta1 s An 'tix Labor and Materials E } � 1.Building $ 2 0 0 d1 � lding;P $ Inr7rcate hov Bete m r ed Ya �©Stand��City own A pJ�cat o 'ee• �� � - z :� - 2.Electrical $ kxt � z " i '�❑ oto�eatCos tem¢) ul>�1 er ;��,1?X '�� 3.Plumbing $ 2x Q er= ee $ € 4 u 4. Mechanical (HVAC) $ 5. Mechanical (Fire Suppression) Qheck.�o �`�Cla�c ��ount . Gas AnJqun , < � ,�? 6. Total Project Cost: $ � 6 Z ov . UO ❑laidsJl utstiand ngalancgIner . fnad Ky)q0a4zeq r SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) es f�aq or 3 License Number Ex iratio Date Name of CSL Holder List CSL Type(see below) No. and Streety -Type Description ' S� n/S U Unrestricted(Buildings u to 35,000 cu.ft. /� 1 l '-Iy R Restricted 1&2 Family Dwelling City/Town, State,ZIP M Mason ry RC Roofing Cover ng WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 �Reegistered Home Improvement Contractor(HIC) j 3/_ �q! 7 V� [C '' r 4"0, RITC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No. and Street Email address Ci /Town, State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M G L'c.152. § 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes .......... ❑ No........... ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN.-,;r OWNER'S AGENT'OR CONTRACTOR APPLIES'FOR BUILDING P1 RMIT , I,as Owner of the subject property,hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. a Print ner's Name( lectronic Signature) Date SECTION 7b: OWNER' OR`AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to th best of my knowledge and understanding. hl- - 4r A67 040 Print Owner's or Authorized gee ame(Electronic Signature) Date NOTES. 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.tnass. og v/oca Information on the Construction Supervisor License can be found at www.mass.aovr' 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage, finished basement/attics, 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 Project Cost"