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7 BARNES RD - BUILDING INSPECTION (4) ,. . � /� 3p + Cl' �-30�� - - - - _ _ � 3. �3 oS- �. 7� `� �.wv�er werw�n r�� D � � 2 ��,-�PS �° ��ww o�w* �w�.A►�oo.n+w �'1� ;' rown�MMr� Y�y„—N°�' . �INL�D�q�T�'K'A110N�_ (��M�Ytf a�� fIM�� _ ' .._�,;.;re fLnr�,�N�l�/�� ►�..�,r�� u.our��owx a oa�w.nnY ro�vao o�u►rs w� To n�u�croR oF euwa�as: Th. w�d�d �l► +'�"tor a v«�m�t w a+ia .00adrw a th• �oYawirw ��h; L d-- �a�c�`� k'aY�llC"� ow��s wnN t r�i 7��'883-1_ Add�w�i Phon� � Qa''Ln S l�S4 l�n' Nn�at's wnw �� l e� �'"`9 5'�l �1 � �...�► �on. . q �he�h�°I-'S�- �n.� p R �► i � ��- � „ o�l��q a � � �o c,�� waw�cs wn�. � � R� ��1� ,an-�, s�r-�'�� Amirss a Phon. � S6`��- �,G_m� - . - wa.��n.p�vond eura�ro+ �- F4�� f�du se ww a ar� l,tlaoo� Frla�2e��I�ow w�M1�� " �m� wre�riarwoa+awai.n es n� �S a6�091 fi�wd aoM �I�,�' �q►�IoMw� N A ��• X � � �'�.. , ��"'�""" s,o,Wur,ot�pp�o� aow�o u��TM �� .��.t-o6 OEit�IOM OF WOIM�TO�E DOME ��c�� /y�etJ �h�Q, F�o6� cTo�f-�L Reh�. �- sd- q- �nc� �'p Cr�` m i o rL►n d-a Sd��l-t e, � �2 Rasm r 1 13a�' � /� �'� F(oo►°i /Vc�.✓ K'i`�'E4,cV� � cc e}-�-aPu bL� F�M C� �� al�1.U� YaC fMe ,S `� G��f wh P� 4 �( N'eW U��<<� �- �r ,�a � Kaci��% /- �vJ � S/ ' cj '�` W� n��kJs S C'.E �l� h �/ �L�' , � 3 So��,�e �, c�c �� tn4, 01 ��O ' 1 � �� K V � . . � � � � � � � � � . w �� ; s � � � c � � � N � �� , � '.� � � � �� . � � . ,. ,. � . . . �. ,..•.., � �•.� . . . . , , • � �. . , .� '�I ► . .. � Permit# � � Permit Date REScheck Software Version 3.7 Release 1 b Compliance Certificate Project Title: Kandler House Report Date:03/27106 Energy Code: Massachusetts Energy Code Location: Salem, Massachusetts � Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 15% Heating-Degree Days: 6268 � Construction Site: Owner/Agent: DesignepContractor: 7 Bames Road Gerald Casaletto - Salem, MA All City Remodeling Co. . . . . . ■�� . �... � Ceiling 1: Flat Ceiling or Scissor Truss: 1080 30.0 0.0 38 Wall t:Wood Frame, 16"o.c.: � 1664 19.0 0.0 83 Window 1:Vinyl Frame:Double Pane with Low-E: 246 0.310 76 Door 1:Salid: 42 0210 9 � Floor 1:All-Wood JoisVTruss:Over Unconditioned Space: 1080 19.0 0.0 51 Furnace 1: Forced Hot Air:80 AFUE � Compliance Statement:Statement of Compliance:The proposed building design described here is consistent with the building �plans,specifications,and other calculations submitted with the permit application.7he proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 37 Release tb and to comply with the mandatory � requirements listed in the REScheck Inspection ChecklisL The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool . the building shall be no greater than 125°/a of the design load as specifed in Sections 780CMR 1310 and J4.4. Builder/Designer Company Name Date � Kandler House ' Page 1 of 4 i � � . REScheck Software Version 3.7 Release 1 b Inspection Checklist Date: 03/21/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grede Wallr � ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation , Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E, U-factor:0.310 � For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break9_Yes_No . � Comments � Doors: ❑ Door 1:Solid,U-factor:0210 . Comments: � � Floors. 0 Floor 1:All-Wood JoisUTruss:Over Unconditioned Space, R-19.0 cavity insulation . Comments: Heating and Cooling Equipment - 0 Furnace 1: Forced Hot Air:80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. � ❑ When installed in the buildingenvelope,recessed lighting fixmres shall meet one of the following requirements: � 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2� Type IC rated,in acwrdance with Standard ASTM E 283,with no more than 2A cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity.The lighting firture shall have been tested at 75 PA or 1.57 Ibs/k2 pressure difference and shall be labeled. Vapor Retarder. � � ❑-Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. �� Materials Identification: � Materials and equipment must be identifed so that compliance can be determined. � � ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency must be dearly marked on the building plans or specifcations. Duct Insulation: � 0 Ducts shall be insulated per Table J4.47.1. Kandler House Page 2 of 4 �� Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and f brous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than il8 inch.Duct tape is not permitted ❑ The HVAC system must provide a means for balancing air and water systems. . Temperature Controls � ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the - heating and/or cooling input to each zone or Floor shall be provided. � Heating and Cooling Equipment Sizing: � ❑ Rated output capacity of the heating/cooling system is not greater than 125°/a of the design load as specified in Sections 780CMR 1310 and J4.4. . Cireulating Hot Water Systems: � ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heatingand Cooling Piping Insulation: . ❑ HVAC piping conveying fluids above 720 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Kandler House Page 3 of 4 � , . . .� Table 1:Minimum Insulation Thickness/or Circulating Hot Water Pipes - Insulation Thickness in Inches by Pipe Sizes � Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 125" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1 A � 1.5 100-130 0.5 0.5 0.5 1.0 Ta61e 2:Minimum Insulation�Thickness for HVAC Pipes � Fluid Temp. Insulation Thickness in Inches by Pipe Sizes , Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" � - Heating Systems � Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 LowTemperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) � � Kandler House Page 4 of 4 � Information and Instructions Massachusetts Genecal L.aws chaPter 152 requires all employeis to provide,workas' compensation for their emPloYaa a is defmcd as"...evay.person in the savice Qf anotber under mry contract of hin, Pursuant m this stamu, an�n�IOY� express or implied,oTa1 or written. . An employ�r i�deGned as"an mdividual,P��P,associstaa�ratan or�of a d�oceasod emPloYa.or theo� of the foreBoing enBaSed�°a lomt enteipnse,and'mcludroB tl�legal r�r�s�tam' b b aa Howeves the receivu or trasue of an individuai,P��P�as�a�n or othu legal cntitY>emP YmB�p Y ant of thd:'� , owner of a dwelling house La`�nB n°t mon than thra aPaztmenis and who resides thenin,or the occuP dwelling�use of another who ea�loys persons to do maintenana,construction or repair work on such dwelling houae or on the Srounds or bu�7din8�PP�t therelo sLari not because of such empbymeat be dxmod au be an employa." MGL chapur 152,§25C(�a1s�states tLat"every stute or local llcenaing ageneyin the e�ommon�akh t�any r renewal of a Heense or permit to operate a bosiness or to conatrnct bailding� . i appHeant who hae uot P�'�d°��eP��dmce ot compllauce w�th the insarana coverage re9dred•'� AdditionaIIy,MGL chaPter 152,425C(�staus"NeitLer the coaunomvealth mr any of its potitical subdivisions sLall enur into any conuact Eor the perfo�mance ofpublic wotk untd acceptable evidence of compliana with the insurance roquaements of this chaPta Lave been presentod to tLe contraclinB audwrity." APpllcmts , , Please fill out the workers'compensation affidavit comPletelY�bY chechug the boxes tLat apply tu your situation and,if necessary,supvlY Sub-COnuacto�(s)name(s)>address(es)and vhone wnnb«(s)alons with their ceni6catds)af msurance. L'mrited Liab�'�mP��or L�iced Liab�7ity Parmershipa(LLp)�uith no e�Ployees other than fhe m��or paztaus,are not required to cazry workas' compcnsation insivance: If an LLC or LLP does Lave �pioyus,a policy is required. Be advised that tLis affidavit may be submitted ro the Depaz�t of Industrial Accidents for confamation of insurance coverage. Aleo be`sure to sign snd date the aflidavk. The atfidavit shonld be rewrned to ihe city or town tbat the appli��the��,��,��toaobtimD wor�keis t of Industrial Accidems, SLouid you Lave any qn I compcnsationpolicY;Ple� call ihe Dep�ment at ihe number ljstcd below. Self-insured companies should enter theu self-insurance liceuse�b�� ' u lina C(ty or Town OffleiaU T6e Departrnent has provided a space at the bottom Pleasc be sive that the affidavft is compleu and printed legiblY. �e licant ut in the event 1Le Office of Investigations has to contact you*oBazdmB �PP of tlu af5davit for you to 5ll o Piease be sure to fill ia the permidlicense number which w�71 be used as a reference m�mber. In additio4�aPPlicant that muat submit awltipte permidlicense applications in any�ven year,aeed only submit one affidavit indicating cutrent policy infosmation(if necessa�Y).�!�`�Job Siu Address"the app6cant slauld wriu"all locationa in (ptY� ' ��yn).^p Qupy of the aPfidavit tbat has ban oRicially st�ped or marked by the city or Lown may be provided to ihe applicant as proof dut a valid affidavii is on fle for fuwre permits or licenses. A new aftidavit muatbe fillod out each year.Where a home ovwer or citiue is ob�ninB a license or gecmit mt rdaud:to any busiaess ar�rcial v�aue (ia a dog lianse or pemrit to burn leaves ete.)said pason is NOT requIIed m compiete this affidavit The Office of Investigatious would l�lce to thank you in advance for your cooperation and should Y°u Lave any questions+ please do mt hesitate Uo give ns a call. The Department's address,telepbone and fax nuwbc: The Commonwealth of Massachusetts Department of Industrial Accidents OtBce of InvesNgatione 600 Washington Street Bostoa,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 ttevised s-26-os �vyw.mass.govldia � l_ � The Commonwealth ojMassachusetts Deparhnent ojlndustrialAccidents O,�Sa ojlnvestigatlons 600 WashrngTon Street Boston,MA 02111 www.niasSgov/dla Workers'Compensation Insuraace AftidavIt: BuiWerslContractors/Electric3ans/Plumbers Apalicant Information ; Please Print LePiblv 0 �� r Name (Hu�esslror�nizationllndividual): y� � � �i �-� �ev>,n�� i na. CC3 �e�o��Q u�� CitfR�,� � . _ ... Address: � �o�h�e 12r� � City/State/Zip: �c�I�t.Y °°, i�1�`l� 4 f R`r Phone#: 4n�5�S-�5E � Arc yon an employer?C6tek the'aPProPrlat�boi :� �. ,1 , Typ�o{Prolect(reqeired): et 1.� I am a empbyer with `� q. �'I am a gencal contrac6or and I 6. ❑New construction empbyas(fall and/or part-time).• Lave L'ved ffie suti=contracdma 2.� I am a sole proprietor or pazmer- lisud on the aaached sluet. S 7. � Remadcling ship and Lave no employees These sub-contracoors have 8. �Demolition working;far me in any.capacit�. worke�'¢omp.ia�uanca ; 9. Q�8 additioa [No worke�s'comp.insur�ce 5. � we ate a coiporation�d its' • l o.� Electrical repairs or additions reqnnrd.] , ;: � , oflicets Lave a[ercised ihea ' , 3.� I am a Lomoownea.doing all.work right of eaemption per MGL� I 1.0 Piumbmg repans or additio� mysdf: [No workas'.comp: c. 152,41(4�.and we Lave'� . 12,0 Roofnpane insurance.requfrod;}t , ,; emPloYaa [No wotkefe' ; , . mp.ia4urance i �; 13.0 Othea , . � � � '�Y BPPlicaot thu cheeks box ql muea aleo fiA au4the eeetiw below ehowina tfie�,waaicen'o�eo�ion pofiry mfotmerioa� . t Homeownas aho eu6rmt tLm�effidevit mdieatio�tLey me domQ ell vo�t md ffien hb`e oWade coatia�,tore aiuR eubmit e mw effidevit mdicating eueh � � 1Contractms tbet ekak thie 6wc'imut etteched en ddibooeT-ahat e6owu�tM ome.of tbrwbcwtrectors end 8Krt wrorke�s'eomP•Puliey rofo�metioa �,:�.:_ .,. ....� I nm ag"employert/inr b providing workera'eornpensadon Jnsurei�cifor my em'ploycis: Betow f�tlupol4y and fob s&s lnjorni�n ,�/ �L� I Insurance Compaoy Name: /✓f1UT/ LU$ Th SV f2a n e e C�O, Policy#or Self-ms.Lic. #: /l/ C �� Expuation Date: V�I�ylO,s �o a�'�¢y�Q'6 Job stu Aaan�:_� ga�n c ��Q � cnYismwz�: Sa�eht Y�q, a I �7D Attach a copy o(the workera' compensaflon potley deelaratlon page(ahowing t6e pollcy aomber aud ezpiration date� Faa7ure W saave cuverage as requaed under Section 25A of MGL c. 152 can lead to the imposition of cr�mal penaltiea of a fine up ro S 1,500.00 aod/or ono-year mipriso�en;as weD as civ�7 penaities in tLe foim of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. He advisal that a oopy of this statement may be forvvardcd to the Office of Investigaaons of tLe DIA for insurance coverage veri5cation. 7 do.haeby cest,'y �n� !ns a Apendd thet the Injormatlon provided above Lt trrrt anJ eorrett / / p Si awre• D —o�� b PLone#: �Q� .S�5-�,��i� 0,o7cio!rue onl�s Do not wrbe Iw rkLr areq to be ronrplersd by ciry or town o,(JletaL City or Town: p�m�a�p Issuing Authorlty(cirde one): 1.Board ot Health 2.Buildiug Departmeut 3.Citylfown Cleri� 4.Eleetrlcal Inspector S.Plumbiug Inspectpr 6.Ot6er Contact Person: Phone#• ) _ y � CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASMINGTON STREET, 3RD FLOOR SA�EM, MASSACNUSETT9 p�g7O STANL[Y J. UlOVICZ, JR, TELEPMONE: 978-743-9593 E%T. 3B0 Mwro� F�x: 978-740-9846 � Salem Buildine Denartment Debris Disuosal Form In accordance with the provisions of MGL c40 S 54, a condition of your Building Permit is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL Chapter ID, S 150 A. The debris will be disposed of in: ��z � ��sa � �o , aa �g;��. �� (Location ofFacility) Rc�re-,�e m9. 0� I�l 61�-S6h-��--d G� Signature of Applicant �a►-�� D�� Uniformly Loaded Floor Beamf 2Q00 International Buildinp Code (97 NDS)]Ver: 6.00.81 By: Scott Golden , Northeast on: 03-21-2008 : 3:56:38 PM Proiect: KANDLER- Location:2nd Floor Beam C� Kitchen Summary: (4) 1.5 IN x 7.25 IN x 9.5 FT /Select Structural- Hem-Fir(North)- Dry Use Section Adequate By:6.1% Controllinp Factor:Area/Depth Required 6.94 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 020 IN = U560 Total Load: TLD= 0.28 IN =U411 Reactions(Each End): Live Load: LL-Rxn= 1710 LB Dead Load: ' DL-Rxn= 620 LB Total Load: TL-Rxn= 2330 LB Bearing Length Required (Beam only, support capaciry not checked): BL= 1.05 .IN Beam Data: Span: L= 9.5 FT Unbraced Lenpth-Top of Beam: Lu= 0.0 FT � Live Load Deflect. Criteria: U 360 Total Load Deflect.Criteria: U 360 Floor Loadinp: Floor Live Load-Side One: LL7= 30.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF TributaNWidth-SideOne: TW1= 5.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF TributaN Width-Side Two: TW2= 6.5 FT Live Load Duralion Factor: Cd= 1.00 Wall Load: WALL= 0 PLF ' Beam Loadinp: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 11 PLF Beam Total Dead Load: wD= 131 PLF Total Maximum Load: wT= 491 PLF Properties For: Select Structural- Hem-Fir(North) Bending Stress Fb= 1300 PSI Shear Stress: Fv= 75 PSI Modulus of Elasticity: E= 1700000 PSI Stress Perpendicular to Grain: Fc_perp= 370 PSI Adjusted Properties Fb'(Tension): Fb'= 1794 PSI Adjustment Factors: Cd=1.00 Cf=1.20 Cr=1.15 Fv': Fv'= 75 PSI Adjustment Factors:Cd=1.00 Design Requirementx Controllinp Moment: M= 5534 FT-LB 4.75 ft frOm left SUppOrt Critical moment created by combining all dead and live loads. Controlling Shear: V= 2051 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 37.02 IN3 S= 52.56 IN3 Area(Shear): Areq= 41.01 IN2 A= 43.50 IN2 Moment of Inertia(Deflection): Ireq= 166.98 IN4 1= 790.54 IN4 � Uniformly Loaded Floor Beamf 2000 International Buildinp Code(97 NDS)] Ver:6.00.87 Bv: Scott Golden , Northeast on: 03-21-2006 : 3:57:53 PM Proiect: KANDLER- Location:2nd Floor Beam � Living Room Summary: (2 1 7.75 IN x 11.875 IN x 14.0 FT /Versa-Lam 2.0 2800- Boise Cascade Section Adequate BV: 7.0% Controlling Factor: Moment of Inertia/Depth Required 11.61 In ' Section mav not be readily available. " Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.12 IN Live Load: LLD= 0.32 IN= U527 Total Load: TLD= 0.44 IN= U3S5 Reactions (Each End): Live Load: LL-Rxn= 2520 LB Dead Load: DL-Rxn= 931 LB Total Load: TL-Rxn= 3451 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.31 IN Beam Data: Span: L= 14.0 FT Unbraced Lenpth-Toq of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 ' Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 30.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF TributaryWidth-SideOne: TW1= 5.5 FT Floor Live Load-Side Two: LL2= 30.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF TributaryWidth-SideTwo: . TW2= 6.5 FT Live Load Duration Factor. Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinp: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 13 PLF Beam Total Dead Load: wD= 133 PLF Total Maximum Load: wT= 493 PLF Properties For: Versa-Lam 2.0 2800- Boise Cascade Bendinp Stress: Fb= 2800 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tensian): Fb'= 2803 PSI Adjustment Faclors: Cd=1.00 Cf=1.00 � Fv': Fv'= . 285 PSI Adiustment Factors:Cd=1.00 Design Repuirements: Controllinp Moment M= 12078 FT-LB 7.0 ft from left suppart Critical moment created by combining all dead and live loads. Controlling Sliear. V= 2968 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 51 JO IN3 S= 8226 IN3 Area(Shear): Areq= 15.62 IN2 A= 41.56 IN2 Moment of Inertia (Deflection): Ireq= 456.48 IN4 �I 1= 488.41 IN4 F / � ✓� �C%'lYIINXPPE[I�C06[IL O�V`�GQ�!lJB�d . BOARD OF BUILDING:REGULATIONS ;� .� �License: CONSTRUCTION SUPERVISOR Numtier. CS D66091� � � . j � � BIRhdffie: 1 0/0 911 9 8 3 ! Expires: 10N9I2007 Tr.no: 4562.0 � � - -- � Restdeted:-00�. � � GERALD W CASALETTO 3 SOPHIE RD ��,, p ' PEABODY, MA 01960 � �omm�sy�a�ie� � . � �-s. � - __ .z_ .. . . .:< _..... . __ .._., -:�,,,, � .. ..� �i e�'�aynmea�uwz�llE o�./�anon,�/r4ae� Board of Buiiding Reguletions and Standards = HOMEIMPROVEMENTCONTRACTOR Registration: 121110 Ezplia8on:=41g/2007 - '-� � Type: �DBA . _ �-'�� _ . � �� ALLCITYREMO�ELING�-`- '. -j , � GERALD CASA�ETTO � �w. 3 SOPHIE k'�6� `""``^'-��. -.�;/.....,,- .�. rrr,.,. 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I . _____ , - - i 2 x 8 �TEIPS @ I6" O,C,C iYPJ �} - 2 x 8 C�AM 2 X io p�nG� 60�c rvr.) � " 2 x 8 r�AM G��n/�n N��n �XISTING CONn1110N5 COn� VIOI.A110N5 GI.U�n ANb NAII.ED 2 x 6 COI.LN{P.fIE @ EA�N�1�p C TYP,) , , 3603,8,1 MINIMUM CEII.ING N�IGNi': • JOISf NANG�5 C t'YP) � � � NAf3ltHtjl.E SPALES SNAL� NAVE A C�IUNG NEIGNI"0�NOt"L�55111AN �'-3" � � iN� �XISi11�G SECON7 FLOOp D0�5 NOf IJ��f 1NI5 MINIMUM, , l3�IbGING @ Mln-Sf'AN i 1'AI31,� 3605,23 ALI,OWAf31,E 5f'AN5 F0�FI.00p J015f5 'V � T 6pInGING @ MID-5f'AN � � � �� nq � ' � TN� �XISIING 2 x 6 �I.00p JOISfS ON il� S�CONn FI.00p Af� UNnEp51Z�D I'�P C017E � � 1J�1 V ' ' 2 x 8 J0151"5 @ I6" O,C� � � � TNE �XIStING SPANS�QUIf� A MINIMUM 2 z 8 51Z� 01?f�TT�p ' 2 x 8 CLG, JfS, @ I6" O,C. , � � , � � ; _ ` : ' , � � � � � � � � nISCI.AIN�R; � �� ; �� ,.U.�„ � i � i � � THE INFORMATION CONTAINED IN THESE CONSTRUCTION , ` '�' `.;,�e H a j I " ' ` 1 z DOCUMENTS IS FOR THE EXCLUSIVE USE OF THE CLIENT ,y �� "5 :�` - , 0 2 - 2 x e @ sr�p , ` �,>'� �,, IN CONSTRUCTION OF THE BUILDING DESIGNATED IN THE 4. i � � � , i � � �r' i � � DOCUMENTS. THE EXISTING SITE CONDITIONS HAVE BEEN I w i I � � � BASED UPON VISUAL A.ND PHOTOGRAPHIC INFORMATION aG-" 1I� ��" I'`' �"'( � , _ i � � � AND IS � AN IN—DEPTH INVESTIGATION INTO THE - �� EXISTING 'SITE CONDITIONS. THE DESIGNER HAS ATTEMPTED . . -.�;r .. -. •�.. . ,,. .,s�=` � i 2nd�I,001?f3�AM C 19��0��) i TO ESTABLISH AS ACCURATE SET OF CONSTRUCTION OF THE ' C3) I3��}°XII ��B�� I,VI,�S � BUILDING BASED UPON THE OWNERS REQUIREMENTS AND THAT �� /�y ��'Q T � � i OF THE STATE'S AND LOCAL CODES. IT SHALL BE THE OWNERS' �\ � � � � � � ZSOOFb OK DEt1Ep � i RESPONSIBILITY TO ACQUIRE IN-DEPTH INVESTIGATIONS, AND .�L\�� ZT 1 V P.Y TESTING WHEN UNKNOWN OF HIDDEN CONDITIONS BECOME i O i, - , � AVAILABLE. IF THE OWNER OBSERVES OR BECOMES AWARE � � OF ANY FAULT OR DEFECT IN THE PROJECT OR NONCONFORMANCE � ��J� ��e `� � JOIS�NANG��SCIYP) W�TH CONSTRUCTION DOCUMENTS, PROMPT WRITTEN NOTICE i � SHALL BE GIVEN BY THE OWNER TO THE DESIGNER. THE OWNER �� SHALL HOLD HARMLESS THE DESIGNER FROM ALL ERRORS AND 9 � Z A S JOISTS @ I6'� O,C, OMISSION PERTAINING TO PLANS•AND OTHER DOCUMENTS RELATED � � TO THE WORK(5) AND AS REPRESENTED BY THE DESIGNER TO THE OWNER, UNLESS THE OWNER AND THE DESIGNER ENTER INTO A SEPERATE AGREEMENT FOR ADDITIONAL SERVICES FOR ADMINISTRATION OF THE CONSTRUCTION CONTRACT AND SIT INSPECTIONS DURING CONSTRUCTION. , � AN C� I l� I NG � �MI �lG �I�A�I �OO� � �AMI NG ��N �00� � �AM I �J G � rN� CON1�'.AC1'Op 151'0 CAP.��UI.I.Y V�pI�Y AL� f71M�N510N5, SCA�� ; I / 8" - � � ,�� SCA�� , I / 8" - 1 ' -O" SCA�� , I/ 8� � _ � � _0� � , �5� �� 2�'-6�� 21'-6�� 2�_y�� 3�,6�� 18'-6�� 3�,�� 050 � � ��CK �AMII.Y p00M � 0 . o � Gen��alNotes , � 0 0 � � �� o i 1. 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SLABS ON GRADE-3500 p�.L(29 DAY STRENGTH)ON 4"SAND OR GRAVEL EILL � . � � D�MO EXISTING — � m I ` `4` I � — —— � C�QrJ� �n r � � N - � � WITH 6z6 q10 WELDED WIRE MESH. � O � � . � - B. FOUNDATION WALLS&FOOT�iCS 3500 p.a.i.(]8 DAV STRENGTH) � � � CNIMN�Y ANI��WPL�S r�� I � , I . � � . � I I I 3. FOUNDATIONS nIf�CTV�N'��UpNP� � � Ki1'CN�N . � A. FOOTINCS SHAI.L BE PLACED ON UN!DISfURBED OR ENCINEERED FILL TO A DEP7'H � � I � � ��/ � I . . � � . �'� � REQUIRED BY LOCAL BU[I.DING CO�ES AND FROST CONDITIONS. � . I I � �N I I I �LLi—/JJ 5068 � � B. UNREINFORCED WALLS SHAI.L SUPPORT A MAXIMUM OF 7'-0"UNBAI.ANCED FILL � - I . � . . � C. DAMPPROOFING (BASEMENTS)-TW'OCOATSOFASPHALTICCOATQVGCOMPOUND � . �—1 d 3�'6�� . � �. D. WATERPROOF[NC (HABITABLESP.fICESBELOWGRADE)-TWOPLYHOTMOPPEDFELT . � �_J . CI,O�f � � . ` . ' � — — — n�M0EX15TING � MEMBRANE WATERPROOFING. . . � — s 0 UNEN — — — — — — n � � . I I CNIMN�Y ANCI WALI.S . � . - E. FOUNDATION DRAIN-IIJSTALL A 6" iPERFORATED DRAPI TII.E AT PERUIETER OF BASEMENT. . . � Zp�B Z � � � � (�I�.ECr VEN�FI,R:NALE � � � T0I50FJOP1TS TO BE COVERED W/'15N FELT AND A MRVUIUM OF 18'COURSE STONE OR � . . � � � GRA VEL SLOPE TILE 3/16"PER F007f TO POWT OF DISCRARGE. � . . � � . �� : I I AAI\I , � R TERMITEPROTECTION-ASREQUIRFEDBYI.00ALCODES � � . � _ . � � i ,�� i� �✓oo� �V/ U `� . �, � � .G. ANCHORBOLTS-8":12"ANCHORBOII.TS@G-0"O.G . � � � � � . � O � Q _ � � �� J �.. 4. STRUCTURAI.STEEL - ` � � _ c � — — �N � �p,P�MI NG pI.ANS � � A. ALLSTRUCTUItALSTEELSHALLMEETAS':'MA-36 � � �O . � . -� : � i . � B. UNLESSOTHERWISENOTED,PROVIDEAS"YOM.WOODSILLOFAPPROPRIATEWIDTH �� . . � O . � . ! . � BOLTEU 70 THE TOP F[.ANGE OF ALL STEE L BEAMS WITIi 3M'D1A BOLTS STACCERED AT � � . � � . . � � oO D � � � . . � 2'-0"O.C.RIGIDLYFASfENALI.CONNECfR�iGRAFTERSANDJ0ISTS . I' ' . , .., . � � , . . .. 1�.. , .. . � . . . . ,� � , ' . `9 �� . �� . . 5. CARPENTRY • � "' ��'��`� � � � A FRAMINGLUMBER . . . .. � . t0 . � . . � . . S%�.��'S . . . . . . � 1. STUDSN 3 OR"STUD"GRADE � � . � �� - c�Dv $ � � � � 2668 2668 � . � � . 2. JOISTS&RAFTEItS E=1.Y0�,000 p.s.i.IFB-I,150 p a.L . � � � � �� bb . - � � � . o O � I i . � � � � � � 3. BEANS&GIRTS- Eal.I00,000 p�.0 FB=1,050 p a.i. . � O � ti � o . � � � � 1. STAIItS STRINGERS R 1 GRADE. � � � � K� up 2668 _ � . I I . . . . 5. UNLES90TFIERWISENOTED.PROVIDE: � � g � � TO � � I I . �) DOOBLE HEADER JOISTS&TRIMMER Qa ALL FLOOR OPENW GS.� . propot Nmw� and Addrw� b) DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. � � "� ATTIC I I 6��O� � .: � . . � � c) li3 CROSS BR[DGDIVG Q EACH 70[ST BAY � . � � . � . . . . � � � Z " I�75 A I I,8�5 ��- : � � � � B. FLOOR CONSTUCTION � � � � �� i � . Y ��. � � � . . . 1. CENERALFI.00RS-%PL,YWOOD(C-D32I161NTAPAW/E7LT.CLUE)�UNDERh' . � . . . , � � 2800�60p6ET�� . ��p NOUS� . PLYWOOD(UNDERLAYMEllVT W'f APA)R'iTH BUILDWC PMER BETWEEN. I I � II � � (•OP110NAL'/.""'&G(UN�IERLAYMENT INT APA)WITfI NO SUB-FLOOR]. � O . . . _ I f '.. 2. � BATfI&T011.ET P REAS-U$E WATER RFSISTANT PLYWOOD(UNDERLAYMENT G C I I � � � PLUGCEDEXT-ANA1. � . � . - . . . . Q �j . Up � C�AI?N�5 pOAI� .. C. EJLTERIORSHEATfIING � � . . � � O � _ - VIVING I\OOM 1. WALLS-1f2'PLYWOOD(C-D14/OINTAPAW/EXT.GLUE) � � . . S/V�I�M� IVI/1 � . � � (•OPTIONAL�X'INSULATIpN BOARD WITN DIACONAL lx4 WRNER BMCWG IN — - 0 . . - . �, � � S � . . . . 2. R OF-X'PLYWOOD(C-D 2�1/O 1N'f APA W/E%T.CLUE) . . . µ� . . . CI-O.�T � . . � . � � 1 ' .. � � D. INTERIOR FINISH . — . . � I I � �� 1. GEN�RAI�UNLESS OTHEIRWISE QVDICATED,ALL iNTF.RIOR WALLS&CEILINGS ARE . � Y �/ � � � � � � �� . TOBECOVEREDWTTHX"�GYPSUMBOARD,K7TkIMETAGCORNERRERVFORCING, . C��np00PV1 # 2 �✓��OOM � / � � � � � . � '�� TAPED&SANDED. . I I j - � � �'OPTIONAL X' "BLUE BO�ARD^WTTH VENEER PLASCER SYSTEM�. � � � � � �� I I �� N�� A� ��r%_ �/7 ��. � � � 2, BATH&TOII.ETAREA-USIEWATERRESISTANTGYPSUMBOARD. � � � � � � g . I I ��' `�"��O 200`� � ', e. MISCELLANEOUS a � — I I A UNLESSOTNERWLSENOTF.DPROWDE: � � . . � N CI.OiEr � . � . �, � � � 1, INSULATION R-13 @7 ALL ENCTERIOR WAI.I.S FOR 2'z4'CONSTRUC770N � � . �� . � � � � . �G 21 MAP.CN 06 . . �. � Rd9 IN ALL EXTEI:IOR WALIS FOR 2'x6'CONSTRUCTION � � � . � . . �. '� ' � A-19 PI FLOOR OVF.R UNHEATED SPACES � � . � . � � � � �S � RJ3 IN CATNEDRAI.CEILRVG ATTACHED DIRECTLY TO ROOF . . � �� (�� /� � ��, � �� RJ�IN TOP FLOOR CEII.INGS � � � ��. �� . �� . AS Jf IO V V I V ,, ��, � +�a � � 2, VMER BARRIER-@1SfALL A 2 MI4 POLYETHYLENE VAPER BARRIER ON THE WARM . � � � � SUN �OOM � I . . �..� SIDE OF AI.I.PISUWTTON. ' . . . . � . . . . . 3. CLASS-DOUBLEINSTULATIlONGLASSATALLEXTERiORGLASSAREAS6� TEMPERED s}'-O�� b�'II�� l�'7�� q'��'O�� CLASS IN ALL SLIDING CWSS'�DOORS&WQIDOWS LESSTIIAN 30"ABOVE THE MLOOR � � � � CHECK LOCAL CODES FOR CL.AZINC REQUIREMENTS. � . � � . � � 10'-II" 3�_6�� g�,�� I � _ _ _ 2k'-O° � , S � ` � S� C�N� � � �� 1 � � �5�' � � �� A�l s��; � � .�� - � � -o� � s��.� ; � � �� _ , , ,o� � � ____r___ --_ —_ __� __:_� . . _ _ �_ __ _ —_ _ _—__ _ _� _.___..� . _ _ _ _. _ . ____.__. __. _ ___ � ---- --� - -�- __ I _.—._.---- _ _— _— _ __ _ _ _ ____.--r____ ' � I I