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HomeMy WebLinkAbout0060 LOCUST LANE ,CANE✓, / --11 VO (v r SSTs@ 10p '1 f 2gg, __ CO N 'S;'' 2Q6 ��r/N O pp 2> 00 0 W " O S N ,`/ N 2 r& V N al 1 /4 O 1+-44 ..7.1 +i LOT AREA ., " 20,182f S.F. w _ Xs x . Z cn 1, ross /CgRq WO `�� �� 107.3.6. o'Se /, ! sib, 7\ _ h• OLL—? F ' l"U NDA I N FILOT NAN DCE #19-218 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : #60 LOCUST LANE BARNSTABLE, MA SCALE : 1" = 40' DATE : 1-21-2020 PREPARED FOR: REFERENCE :: MAP 319 PARCEL 127 IEILIZAB ETH KNOX I Al = - ,;,1''FER I HERECERTIFY THAT THE SHOWNBY ON THIS PLAN IS LOCATEDCTURE ON THE • ��, sgc�y'.� GROUND AS SHOWN HEREON. •f moo`' DANIEL "�\. off 508-362-4541 OJ I fax 508-362-9880 .�U N downcope.com ® 4 No.40980 down cope engineering inc. t civil engineers �7�� _ �_��'��.' 11 land surveyors —�Z' `v SUR��y. 939 Mo/n Street (Rte 6A) YARMOU7Hf'ORT MA 02675 DATE REG. LAND SURVEYOR Town of Barnstable t; � • ling • o '� 'i� ., p yob v- , .� iPostTh Card So.That i3tis UisibleFrom.the Street Approvetl Plans Must be Retained onJob"and this Card Must be Kept 91 Posted UntilfFinal Inspection Has Been Macle 'F r� : s ; <- `��6 exit Where a Ce.,,, to a. Occupancy,i,Required,uch Building shallallot b- Occupied until Final Inspection has been made Permit No. B-19-3465 Applicant Name: George Blakely Approvals Date Issued: 10/30/2019 Current Use: Structureifx, .°^t'/6j4 Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/30/2020 Foundation /A/zpoeit4'7'�-) Location: 60 LOCUST LANE,BARNSTABLE Map/Lot: 319-127 Zoning District: RF-1 Sheathing: Owner on Record: KNOX LUPFER,ELIZABETH TR Contractor Name: Framing: 1 Address: 72 KING ST Contractor License: 2 NORFOLK, MA 02056 Est. Project Cost: $250,000.00 Chimney: Description: Install new poured concrete foundation add 410 Square"ft to Permit Fee: $1,325.00 existing footprint. Renovate kitchen and first floor bath-Add(2) Fee Paid: $ 1,325.00 Insulation: new Baths. New Windows,roof,sidewall and deck update Final: mechanicals. up all smoke detectors Date: 10/30/2019 Project Review Req: Total reconstruction Blower door required. ;' �'�(rn E � Plumbing/Gas :,,SS Rough Plumbing: _ Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after.,issuance. Final Plumbing: All work authorized by this permit shall conform to the approved apple tioniand'theapproved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and struces tur shall be in compliance with the local zoning by laws(and codes. This permit shall be displayed in a location clearly visible from access sweet or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I4, ; Electrical The Certificate of Occupancy will not be issued until all applicable signatures bytthe Building an,d Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work. ,;�a 4;,, %�' � Service: 1.Foundation or Footing ; a 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed " 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy - Low Voltage Final: , Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: JOB L..r J P L R•6 3 . SHEET NO. � OF 6-1 g N. TAYLOR DESIGN LLC CALCULATED BY CST.ur '- DATE I ©'. 11` L C\ 5T oAfro 76611.1•3 9ToVttb`VKED BY SCALE A �rilla��:+'\ ffir 1`..`A•.53 -u► ..TT' S+.1 TLC, ). c�t c�•Pr rJGT CAA!D � �F"�1T1 i' -O ...... 140 _M ..t l. 7 l co. . ._S-t�,ve..-ry it; `le 0 Ps _.......___ S. v y:.. V•istit.sz,........Lor4.6sane. .-. 1 w eebe'Phi_; . .►i y1.a� C:►t 1tt.. 'e IC :Dult::1);--03r/F77 .18.7 t7. T OCT 21 ......... .... 200 WN oF DARNSTAg�F... - A. 7 '_. Tc 14. tz . "Te.. 14., 7-6.Co't 15. ) 3 ....... . ....... tor 5:4t, ax? a . 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Titt.c.-t .. 4k.be &V. „ -, REScheck Software Version 4.6.5 ,�,; ������'�''” I/ f ®I1�1 ���I�t C�(� �C� O��C���� �d,i � � l+U,� Pg1--E L '' J Project Addition/Remodle Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, Energy Efficiency Location: Dennis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,800 ft2 Glazing Area 14% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 60 Locust Ln. George Blakely Builders Barnstable,MA 02630 P.O.Box 206 Barnstable,MA 02630 Compliance: Passes i i trade-off Compliance: 2.6%Better Than Code Maximum UA: 273 Your UA: 266 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 cost relative to a minimum-code home. Envelope Assemblies Gross Q] Cont. U-Factor en Assembly R-Value R-Value Perimeter Ceiling 1:Cathedral Ceiling 1,650 38.0 0.0 0.027 45 Wall 1:Wood Frame,16"o.c. 1,840 20.0 0.0 0.059 89 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 226 0.300 68 Door 1:Solid 60 0.270 16 Door 2:Glass 40 0.300 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,240 0.0 30.0 0.029 36 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 780 CMR 51.00: Massachusetts Residential Code,9th Edition,Energy Efficiency requiremen in REScheck Version 4.6.5 and to comply with the mandatory re uirem ntst i ted in the REScheck Inspection Checklist. Name-Title Si nat Date Project Title: Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 1 of10 Section r Plans Verged Field Verified #t-. Final Inspection Proviswns - Complies? Comments/Assinmptions &:Req;.ID Value Value , 403.6.6 All ventilation air inlets are _ o 10Complies • [FI3673 i unobstructed and located a '�� 1" atf �` t f � ❑Does Not ; ,minimum of 10 feet from other ( a § x ,❑Not Observable ;vent openings that constitute , �. {". ❑Not Applicable known contamination sources. ,. ;� xOutdoor forced air inlets are . e V , ;covered with rodent screens..A . .Lt.. ° �'` � �k a -ft;whole house mechanical ' - x ;ventilation system does not # extract air from an unconditioned. a Ty,. fi� . � basement unless approved by a t�, t_ A -`registered design professional. k .44 s Where wall inlet or exhaust vents 4 t are<7 feet above finished grade i%in the area of the venting an �i ix. $ ��`, �� r � identification plate is permanently mounted to the g lie , s �, L exterior of the building at a>=8 v * ' - .1' °feetabove grade directly in line �_ .... 4 with the vent terminal. °� ` 404.1 ;75%of lamps in permanent 1g Ar `'❑Complies , [F16]1 ;fixtures or 75%of permanent 4.£� _ >. ❑Does Not ;fixtures have high efficacy lamps. N Not Observable Does not apply to low-voltage - ,�, - Not Applicable ;lighting. ��'' r, �+*°,+° w zil+ ❑ 404.1.1 IFuel gas lighting systems have ' , ': - ' ❑Complies (FI23)3 I no continuous pilot light. * ' ' ❑Dos Nto i ❑Not Observable .,E1Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1*2.IMedium Impact(Tier 2) 13 1Low Impact(Tier 3) I Project Title:Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 10 of10 Section - ' Plans Verified Field Verified # = Final Inspection Provisions Complies? C_omments/Ass°umptions ' &.Re ID Value Value 403.5.4, IDrain water heat recovery units � ' '.:1-- VA.,'V� 5 a ,:�OComplies d (F131] ' tested in accordance with CSA ��5` °A �"'' �' *„r7 17 ]DDoes Not 1 B55.1.Potable water-side s- f ,"ONot Observable pressure loss of drain water heat 4; }a � ,, `"_ ONot Applicable ,(recovery units< 3 psi for s r . . w ;individual units connected to one • " 4 or two showers.Potable water- y .,� , :` side pressure loss of drain water ff. _t �µ" . i heat recovery units<2 psi for i.e- • , .x4 k0 a, i ,4 individual units connected to 4 g ,,�_` ' r t i three or more showers. ,,,,.,, r ,l •, 403.6.1 (All mechanical ventilation system r..,,,.f4,,,_....:'''-`f:'.. ' -,:-::!.-', Complies ; [F125]2;• fans not part of tested and listed , • ,. , ODoes Not j HVAC equipment meet efficacy tx _' 4,- � rc ONot Observable ; and air flow limits. "i„ x . ) = '`: 4-- y ❑Not Applicable 403.6.2 `'Installed performance of the ` , `� * ` : OComplies I [F132)3 'mechanical ventilation system f .3 ; ; Oboes Not eested and verified by a HERS , �e;= 4' 3 Rater,HERS RatingField ONot Observable t x- ,� , w , ",�� , , .,ONot Applicable ;Inspector,or an applicable BPI � r Certified Professional,and 3measured using a flow hood,flow �. w F� : tr w , , `grid,or other airflow measuring .K _. o. ' device in accordance with either x,A3> M " 1 "�„], RESNET Standard Chapter 8 or i ACCA Standard 5. . A .,� ... ..R.-H- , 403.6 3 ;Ventilation devices and1,,,,-.,,-,_,.t.„.,.,...,,,,- , ' - '1.'% .' ' " 'OComplies (F133]3 .equipment are tested and ;{ T ,. ❑Does Not • +certified byAir Movement and '4 �'' ^ x f 4,4. 7 Control Association("AMCA")or ' t •*❑Not Observable Home Ventilating Institute ),, ,,,� t ' - 9," -. fONot Applicable ("HVI")and the certification label i; is afixed to product.Where multiple duct sizes and/or 4_ texterior hoods are standard ;options,the minimum size shall t - A `t y 'fit . not be used. 1 ' 0. .• 403.6.4 I Sound ratings for fans used for " IC I ,- -.i. OComplies [FI34]3 whole building ventilation are r ODoes Not f rated at a maximum of one sone. s 4 k 0 4 `0 , k t,„; y''1� t ''. .. ONot Observable 1 fONot Applicable 403.6.5 'Owner and the occupant of the 3 1•N ' `" I `"` d- OComplies [FI35]3 §dwelling unit provided with , ];, Et ODoes Not ,information on the ventilations �` �v $« ;ONot Observable design and systems installed, - 4 +including instructions on the 'k ,, ' ONot Applicable proper operation and `f maintenance of the ventilation .. y , ;systems.Ventilation controls �� � el ` •., . $- '.- i 'r s +shall be labeled with regard to . 4 • their function. ::F : 2- .. - '4 4 ^ 1 IHigh Impact(Tier 1) 12.lMedium Impact(Tier 2) 1 3 Low Impact(Tier 3) I Project Title: Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 9 of10 • Section Plans Verified Field'Verified ' #,r Final Inspection Provisions omplie Assumptw Value { Value C s? Comments/ ns &1Re¢ID, 11' , 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies IF127]1 determine air leakage with ft2 ft2 ODoes Not ;either:Rough-in test:Total ;❑Not Observable leakage measured with a pressure differential of 0.1 inch ONot Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch jw.g.across the entire system :including the manufacturer's air chandler enclosure. Post- construction or rough-in testing ;and verification done by a HERS Rater,HERS Rating Field Inspector,or an applicable BPI Certified Professional. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 dm/100 ft2 across the system o- a ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air :Not Observable :handler @ 25 Pa.For rough-in ❑Not Applicable tests,verification may need to ;occur during Framing Inspection. _' 403 51 !Circulating service hot water f 1❑Complies [F111]2 t , systems have automatic or r? :6 M 19� ' 'P, ❑Does Not accessible manual controls. t i . :Not Observable ❑ ,, A ,° r.,„ A *, _ 4Not Applicable 403 51 1- Heated water circulation systems u ❑Complies [FI2812 ;have a circulation pump.The w �, k . .. . -❑Does Not ;system return pipe is a dedicated rr ❑Not Observable 'S return pipe or a cold water supply l- PP PPY 1� � � � ; • 4• 4 ! ; , 1 , ,x :'❑Not Applicable pipe.Gravity and thermos- i, A syphon circulation systems are ; , 1 •not present.Controls for r� t� r J•' 3 circulating hot water system ; •J ;pumps start the pump with signal , , • ' ,,°a. 4. k ,., for hot water demand within the . occupancy.Controls automatically turn off the pump • .'. .� ` . i .1 -'i €when water is in circulation loop • , , ' . I is at set-point temperature and i �,..il ", �,�':. .. no demand for hot water exists. �ry. - ` � 403.5.1.2 Electric heat trace systems r.e.0.a.,,1--....st t ' * • "❑Complies [F12912 Icomply with IEEE 515.1 or UL ❑Does Not r 515.Controls automatically a -• .rc , 4 . -❑Not Observable adjust the energy input to the [ �� - heat tracing to maintain the - , .s a • n❑Not Applicable ',.. Ab�.v desired water temperature in the �i3 i� v ��5 :4. :piping- P. ' g"' 403.5.2 Water distribution systems that ;' a k -.:44,, " �.;� .° ❑Complies [F130]2 'have recirculation pumps that e .- �r . ❑Does Not pump water from a heated water i „� } 5 supply pipe back to the heated :' `�.•, : . ❑Not Observable water source through a cold ' ,, ] , �a„ , ❑Not Applicable I s:'bu s j '' * i- :.;", ,water supply pipe have a k 'demand recirculation water 4 ,_. , f system.Pumps have controls - t^ n s . >• r: 'that manage operation of the .;,' ,� s- -gip pump and limit the temperature ; `• "-, w Y ", , 4- • •' of the water entering the cold - . - a R ., ., 4 .;' iwater piping to 1042F. . ., 1 High Impact(Tier 1) I-2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Addition/Remodle Report.date: 10/02/19 Data filename: Untitled.rck Page 8 of10 *Section ;` Plans Verified Field Verified #N Final Inspection Provisions Complies? Comments/Assumptions &RegID ::. Value Value 303.1.1.1,;Ceiling insulation installed per • ❑Complies 303.2 manufacturer's instructions. ¢i � . ,o fitiA ' ` .ODoes Not [FI2]1 ;Blown insulation marked every ,,,ry't,a ,, _ ONot Observable �. �,. �, ❑Not Applicable 303.3 (Manufacturer manuals for s� "'i ' �¢ . ❑Complies a � ' `, 1 I❑Does Not [FI18] - �mechanical and water heating • � � �a� � � ;systems have been provided. :Not Observable A.,_f.�_..,. ... ,w ❑Not Applicable 401.3 ;Compliance certificate posted. ,1"1 t; ; ," z , ❑Complies [F17]Z I . �., ;7 ,'' t. `: ' '(❑Does Not ❑Not Observable a�. : , 'x `• !Ye ter, ❑Not Applicable 402.1.1, 'Ceiling insulation R-value. ' R- i R- ❑Complies See the Envelope Assemblies 402.2.1, ElWood I ElWood ODoes Not table for values. 402.2.2, ; .❑ Steel I,❑ Steel ❑Not Observable 402.2.E [FI1]1 ❑Not Applicable 402.2.3 !Vented attics with air permeable :' x * ❑Complies [F12212- x 1 insulation include baffle adjacent1,,,:,;- _-?..:;•_,f;,• :141---,,,,,,,, ; x�` '. ,;a ❑Does Not to soffit and eave vents that # , ❑Not Observable 'extends over insulation. t�` t• ,v (� ,� • ., :]❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- OComplies [F13]1 :insulation ER-value of the ODoes Not , adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa.<=5 ACH 50 = ACH 50= ;❑Complies [FI17]1 I ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ' I❑Not Applicable 403.1.1 ;Programmable thermostats , ❑Complies t (F19]2 , (installed for control of primary ,� ❑Does Not ?heating and cooling systems and ❑Not Observable ; initially set by manufacturer to �' z ONot Applicable I I code specifications. r,x�": +`',,�rY z 403.1.2 I Heat pump thermostat installed ❑Complies [FI10]2 i Ion heat pumps. ,ko v-s ,: ,8 ' ODoes Not ' 3 ' . _s ❑Not Observable L''''-'';',"ZA,:i. - -, � t4' k :,,w"(❑Not Applicable 403.2 Hot water boilers supplying heat ,£ j❑Complies [F126]z hthrough one-or two-pipe heating' ' x :f 4? f luDoes Not • systems have outdoor setback T ]❑Not Observable control to lower boiler water ram.1 h ❑Not •Applicable temperature based on outdoor 1" -. !temperature. • x P 403.3.2.1 Air handler leakage designated 5 A, (❑Complies [FI24]1 by manufacturer at<=2%of . r i ❑Does Not design air flow. . .; ; * , -' `r'"0;. ., -4, ' ON Observable ," _ _ ❑Not Applicable 11(High Impact(Tier 1) 12 !Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Addition/Remodle Report date: 10/02/19 Page 7 oflo Data filename: Untitled.rck • Section ' Plans Verified Field Verified # < InSulanP0n Inspection on Complies? Comments/Assumptions.,,- & Regap Value c Value 303.1. All installed insulation is labeled ❑Complies µ. } I[IN13]2 , or the installed R-values .. �� -- i 3❑Does Not provided. dt '❑Not Observable 1 ':Y•4 * z 7 `', 4 ❑Not Applicable 303.2 '!Wall insulation is installed per l❑Complies [IN4j1 ;manufacturer's instructions. :_ . ❑Does Not ,' ' # ❑Not Observable ; '� .• ," `,n '4 ' .- ._❑Not Applicable 303.2, ;Floor insulation installed per ' < ❑Complies 402.2.7 ;manufacturer's instructions and t'" �' :I, ,•4,4. �',41; a ❑Does Not [IN211 l in substantial contact with the Y .�❑Not Observable underside of the subfloor,or floor _ K ° 4 ° 3 framing cavity insulation is ini-i ❑Not Applicable ;contact with the topside of ' ;sheathing,or continuous . `r. ` .+ . .4` k j*°r 4 d No_ insulation is installed on the underside of floor framing and -. • < ' F"'r.`, , ' extends from the bottom to the 8' , ,a ` . top of all perimeter floor framing , v members. ti v', � *` ,,,, ,1 402.1.1, Wall insulation R-value.If this is a' R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least of the ;0 Wood 1 ID ❑Does Not table for values. 1 402.2.6 wall insulation on the wall 'I❑ Mass ❑ Mass ;❑Not Observable [IN311 exterior,the exterior insulation ',❑ Steel ❑ Steel ;❑Not Applicable requirement applies(FR10). ; 1 402.1.1, ;Floor insulation R-value. R- l R- ❑Complies ;See the Envelope Assemblies 402.2.6 0 Wood 0 Wood ❑Does Not `table for values [IN1]1 1 :0 Steel ,0 Steel ONot Observable 41 ; ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) .3 ,Low Impact(Tier 3) I Project Title: Addition/Remodle Report date: 10/02/19 Page 6 of10 Data filename: Untitled.rck • • [ Section ` ,` ` Plans Verified Field•Verified # Framing/Rough-In Insp•ection Complies? Comments/Assumptions '&RegID Value Value 12 1403.5.3 j Hot water pipes are insulated to y! R- ; R •.DComplies [FR18]2 1 aR-3. ,❑Does Not .. o ,l]Not Observable DNot Applicable 1 403.6''", v.Each dwelling unit of a residential t „t i r4E ,g ` rDComplies [FR19]2 ',building provided with ',r `4 ❑Does Not :,continuously operating exhaust, -.mot ', f•.) g -,, 90Not Observable 'supply or balanced mechanical ' f :s s +� m !ventilation that has.been site .- z ' x "�' ]ONot Applicable ;verified to meet a minimum Iairflow per Section N1103.6. ;g# , i ,,y ry Additional Comments/Assumptions: i I High Impact(Tier 1) 1.2" Medium Impact(Tier 2) 3_Low Impact(Tier 3) Project Title: Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 5 of10 Section _ Plans Verified Field Verified # Framing/Rough.-ln Inspector Complies? Comments/Assumptions Value Valuer 303.1.3 ,U-factors of fenestration products "' 1F • ❑Complies (FR4]1 f are determined in accordance •�1 g ,* ❑Does Not , with the NFRC test procedure or � s �eP:,:l., :;4 } ❑Not Observable ; taken from the default table. # �h' ❑Not Applicable • 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ❑Complies See the Envelope Assemblies 402.3.1, average). ; ODoes Not table for values. 402.3.3, :Not Observable 402.5 • ❑Not Applicable [FR2]1 , 1 ; • 402.1.1, :Glazing SHGC value(area- SHGC: SHGC: ;❑Complies See the fe Envelope nvvalello a Assemblies 402.3.2, weighted average). I❑Does Not 402.3.3, ; ONot Observable 402.5 ❑Not Applicable [FR3]1 j 0 402.1.1, Door U-factor. ; U- ' U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not ,table for values. [FRl]1 ❑Not Observable 1 •❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ,4 :'- �• .. ' a - F ❑Complies [FR23]1 iinstalled per manufacturers i.-. R� "❑Does Not instructions.I 4 ' .* 't 4 ' '❑Not Observable + , ''` A. -._,r -i❑Not Applicable ! , g Y 402.4.3 ;Fenestration that is not site built 2r°r "' • F• `� c 0r ❑Complies ', [FR20]1 I is listed and labeled as meeting �i' • �- X 4-j *- ❑Does Not i-€ , fie ; AAMA/WDMA/CSA 101/1.5.2/A440 :Not Observable ,or has infiltration ratesper NFRC . ��fk°` ,�, ` .1•` , o 400 that do not exceed ode �� '- > _ ❑Not Applicable ;limits. ! 1 402-.4 5 IC-rated recessed lighting fixtures rI #r 04* ; "; . iIp (FR16]2 1sealed at housing/interior finish . F ' Does Not and labeled to indicate s2.0 cfm ❑Not Observable I leakage at 75 Pa. ",*.V'• § ,', ":( ,.„ •, _ .3' 1k t i❑Not Applicable 403.3.1 Supply and return ducts in attics i A ' a❑Complies 1 ▪ `•^ 4,, "▪ • • ',)❑Does Not [FR12] insulated >=R-8 where duct is `, x' >=3 inches in diameter and>= . ¢� n M : r , [Not Observable R-6 where<3 inches.Supply and i� ' , return ducts in other portions of ,-, ,,. .,„,:-.-7,.,,,,, , ik �� ❑Not Applicable ;the building insulated>= R-6 for x� :,, g F _. ,diameter>= 3 inches and R-4.2 , .for<3 inches in diameter. ' 403:3 5 Building cavities are not used as - ❑Complies [FR1513 `ducts or plenums. „" ,.,•,, � , , ,:• ❑Does Not pi• ', . I , `;1 :Not Observable ' ""' - e )` I:,�❑Not Applicable 403.4 1 HVAC piping conveying fluids ; R- R- '❑Complies [FR17]2: _=above 105°F or chilled fluids ; ; ❑Does Not , 4. j below 55°F are insulated to a Ft- ❑Not Observable • • ❑Not Applicable • 403.4.1 ;Protection of insulation on HVACr • e i ❑Complies • [FR24]1 ;piping. "• " N ❑Does Not i • ' ' A # q ❑Not Observable y • 9• R# � '- • #- , .., A .SF_1;k> • ❑Not Applicable , 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier 3) I Project Title Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 4 of10 Section # ' Foundation Inspection Compiies� Comments/Assumptions Sc Req.ID 303.2.1. . IA protective covering is installed to ;OComplies fF01.112 protect exposed exterior insulation ODoes Not and extends a minimum of 6 in.below Not Observable grade. ; g O ❑Not Applicable 403 9 "'"Snow-and ice-melting system controlsOComplies [F012]2 installed. 'ODoes Not ;DNot Observable y ''ONot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 3 of10 REScheck Software Version 4.6.5 h ck0list Energy Code: 780 CMR 51.00: Massachusetts Residential Code, 9th Edition, 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 Plans Verified Field Verified Complies?' Comments/Assum tions. !!`. Pre ins13,0Pn]Plan Review": P P &.Req.ID Value Value r �� }' 4 ❑Complies 103.1, ;Construction drawings ands ` 4 , 103.2 documentation demonstrate _' , .� ❑Does Not [PR1]1 !energy code compliance for the ; r ❑Not Observable building envelope.ThermalL'iga 'P : R , , ❑Not Applicable ;envelope represented on - ,.a , - construction documents. w � szr .. � ., -; ' " : rn 1- ❑Complies 103.1, :Construction drawings and , -, f s = 4 0 103.2, :documentation demonstrate 4. ` : 4� � -. ,., ❑Does Not 403.7 ;energy code compliance for "� 1-'4` ? l ,sun4� . (PR3]1 'lighting and mechanical systems. , , .:._``� = . , A. ❑Not Observable Systems serving multiple a�aS. ❑Not Applicable S. * ;' . dwelling units must demonstrate �� ,, _ F �,� 4� , :compliance with the IECC !Commercial Provisions. 302.1, !Heating and cooling equipment is; Heating: Heating: ❑Complies 403.7 . Isized per ACCA Manual S based ; Btu/hr Btu/hr ❑Does Not [PR212 y on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual]or other methods Btu/hr Btu/hr ❑Not Applicable „!approved by the code official. , 103.1 :Solar-Ready Roof:New detached y :i -- g ,, ❑complies (PRO lone-and two-family dwellings, ,�'''` �' '�' r `"❑Does Not ;and multiple single-family ', Not Observable z ;dwellings(townhouses)with>= �� 6 x'3h- . ,, - ❑Not Applicable a l600 ft2 (55.74 m2)of roof area - ;` 4, r - oriented between 110 degrees ',. , ! and 270 degrees of true north �, -` �.� Z t:,r comply with sections AU103.2 rt*ekly,_ t ,. 9 '91' n, through AU103.8(RB103.2 4 ' ''•i ;through RB103.8). ;. '. c'- .10,1 -", Additional Comments/Assumptions: i 1 High Impact(Tier 1) 1.2 ,Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Project Title: Addition/Remodle Report date: 10/02/19 Data filename: Untitled.rck Page 2 of10 Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP PASSED FB01 (Floor Beam) BC CALC®Member Report Dry 11 span I No cant. September 13,2019 10:29:31 Build 7295 Job name: Lupfer File name: Address: 60 Locust Road Description: Over Living/Dining City, State, Zip: Barnstable, MA Specifier: Builder: George Blakeley Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 1 1 ! ! 1 ! 1 1 1 1 1 ! 1 1 1 . 1 , 1 1 1 1 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1..- ! .....1 1 0....1 1 1 1 1 1 1 1 1 1 1__... 4 1 1 1 1.... k C 7-00-00 B1 B2 Total Horizontal Product Length=07-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1155/0 411 /0 B2, 3-1/2" 1155/0 411 /0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 07-00-00 Top 7 00-00-00 1 Standard Load Unf.Area (Ib/ft2) L 00-00-00 07-00-00 Top 30 10 11-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2393 ft-lbs 28.6% 100% 1 03-06-00 End Shear 1165 lbs 24.2% 100% 1 00-10-12 Total Load Deflection L/999(0.083") n\a n\a 1 03-06-00 Live Load Deflection L/999(0.061") n\a n\a 2 03-06-00 Max Defl. 0.083" n\a n\a 1 03-06-00 Span/Depth 10.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 1566 lbs n\a 17.0% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 1566 lbs n\a 17.0% Unspecified Notes Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Connection Diagram: Full Length of Member d —� a • c�r a e o e e Page 1 of 2 Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP PASSED FB01 (Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 13, 2019 10:29:31 Build 7295 Job name: Lupfer File name: Address: 60 Locust Road Description: Over Living/Dining City, State,Zip: Barnstable, MA Specifier: Builder: George Blakeley Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member a minimum= 2" c=3-1/4" b minimum =4" d =24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 Boise Cascade '6'. Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP PASSED FB02 (Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 13, 2019 10:28:39 Build 7295 Job name: Lupfer File name: Address: 60 Locust Road Description: City, State,Zip: Barnstable, MA Specifier: Builder: George Blakeley Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products 1 -.. 21 1 1 4, 1 1 4, 4 1 1 1 1 1 - 1 l 1 1 l _ 1 l l 1 1 1 1 1 : 41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . 3 1 ! ! 1 1 1 1 1 1 ! 1 1 1 1 1 1 1 1 1 l 1 . 11 1 1 1 1 1 1 1 1 1 1 I ' ' ' ' 1 ' 1 ' ' l 0 10-00-00 B1 B2 Total Horizontal Product Length=10-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 333/0 770/0 400/0 B2, 3-1/2" 333/0 770/0 400/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 10-00-00 Top 7 00-00-00 1 Standard Load Unf.Area (Ib/ft2) L 00-00-00 10-00-00 Top 30 10 01-04-00 2 Unf. Lin. (Ib/ft) L 00-00-00 10-00-00 Top 80 n\a 3 Unf.Area(Ibift2) L 00-00-00 10-00-00 Top 20 10 01-04-00 4 Unf.Area(Ibift2) L 00-00-00 10-00-00 Top 15 30 02-08-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3005 ft-lbs 31.2% 115% 3 05-00-00 End Shear 1084 lbs 19.5% 115% 3 00-10-12 Total Load Deflection L/517 (0.222") 46.4% n\a 3 05-00-00 Live Load Deflection L/999 (0.092") n\a n\a 6 05-00-00 Max Defl. 0.222" 22.2% n\a 3 05-00-00 Span/Depth 15.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 1320 lbs n\a 14.4% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 1320 lbs n\a 14.4% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Page 1 of 2 Boise Cascade Double 1-3/4" x 7-1/4" VERSA-LAM® 2.0 3100 SP PASSED FB02 (Floor Beam) BC CALC®Member Report Dry I 1 span I No cant. September 13, 2019 10:28:39 Build 7295 Job name: Lupfer File name: Address: 60 Locust Road Description: City, State,Zip: Barnstable, MA Specifier: Builder: George Blakeley Designer: Joe Madera Code reports: ESR-1040 Company: Shepley Wood Products Connection Diagram: Full Length of Member b d =e.- a e tc o o 0 e l� a minimum =2" c=3-1/4" b minimum=4" d =24" e minimum= 1" All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL312 Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 &/-ie t antA,a,uveaa oialacktac/uaella Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:;Individual before pirationAffairs date. If fo Rectistratiofi-, Expiration Office ofthe Conexsumer and Businessundreturn Regulation 104514 T 07/13/2020 One Ashburton Place-Suite 1301 GEORGE W.BLAKELY L �,I r Boston,M 08 t....N GEORGE W.BLAKELY 4- 6,Q 130 REDWING LN/R O BOX206 BARNSTABLE,MA 02630`� Undersecretary Not alid with O s gnature --�i 7.0 Jeuolssmatio3 /"l <3FIg�j t�'+ t� 0S 90Z0£9ZOlbpy 318b1S OZOZ/ r '72 8 M 308030Ik j oPsulen 7rsj uoil en�p6'a ,6aal so0 ►P:B£bL0 SO A sPJepuelS ssa; ,dnaJnsna3l leuolsllaS4oesse Wl0 43ea n uouwlw8o IJl ............ BUILDING DEPT. H EAT LO K© °g AUG 2 8 2020 Va I u e 8 77 �°'� gyp° Density 8 2.11 O TOWN OF BABNSTABLE Company Name Cape Cod Insulation Inc. Phone Number 508-775-1214 Applicator Name .s. �� Installation Date 4-20-2020 Jobsite Address 60 Locust Ln. Bamstable, MA. A-Side Lot #'s - PA86001994 Permit Number B-Side Lot #'s P3856003320 Location a 1 Insulation Thickness Total R-Value Approximate at,pa, Walls 3" R-22 1400 Attic 5,7" R-38 1650 Rim Joist 3" R-22 240 Intumescent Coating Used Location Thickness 0 Coverage Rate Blaze Lok Thermal Barrier Basement Rim Joist 17 Mils Wet t • www.®emilec.com ni( ° D.)IEMIIIIISC - Q,0 1 The Commonwealth of Massachusetts _x_, Department of Industrial Accidents Office of Investigations `;tti - 600 Washington Street _i"' : Boston,MA 02111 `yt? www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organ' •1 divid : C C9Q J.AS .�31;✓ \ , Address: C - OJC � ` . City/State/Zip Phone#: SZ ' 77(- q q24 Are you an employer?Check the appropriate box: • Type of project(required): • I.❑ I relma employer with 4. El am a general contractor and I w mployees(full and/or part-time).* have hired the sub-contractors 6. Elconstruction 2. I am a soleproprietor or partner- listed on the attached sheet. 7. odeling ship and have no employees These sub-contractors have 8. ❑ 0 olition working for me in any capacity.acitY• employees and have workers' $w [No workers' comp.insurance comp.insurance.: 9. L ilding addition required.] 5. ❑ We are a corporation and its 10. •'cal repairs or additions 3.❑ I am a homeowner doing all work , officers have exercised their 11.L' ' "..bing repairs or additions myself No workers'comp. right of exemption per MGL 12.VA Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors mast submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. , I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify and the Rams and penalties of perjury that the information provided above is true and correct. Signature: Date: /4 —jO—I ran Phone#: • Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' corn;eennsation for their employees. Pursuant to this statute,an employee is defined as"...every person hi the service of ano p er under any contract of hire, express or implied,oral or written." • An employer is defined as"an individual,partnership,association,corporation or a as er legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal repress+ -r•`ves of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal a•i:.',employing employees. However the owner of a dwelling i•use having not more than three apartments and who r<-ides therein,or the occupant of the dwelling house of ano' a who employs persons to do maintenance, •• a, on or repair work on such dwelling house or on the grounds orb • •y_ appurtenant thereto shall not because of 'e a employment be deemed to be an employer." MGL chapter 152,§25C(6i states that"every state or local lice; ing agency shall withhold the issuance or renewal of a license or peto operate a business or to co' • r ct buildings in the commonwealth for any applicant who has not produ acceptable evidence of comp'•nce with the insurance coverage required." Additionally,MGL chapter 15225C(7)states"Neither the co.pa.•onwealth nor any of its political subdivisions shall enter into any contract for the p ormance of public work un: acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the con• :r : g authority." Applicants - Please fill out the workers'compensation `•davit corn etely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s), •dress( and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LL or L11,' • Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry w•. 'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that ••t:• affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage o be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the applicatio, for a,a permit or license is being requested,not the Department of Industrial Accidents. Should you have any qu ons 1-. •l•:the law or if you are required to obtain a workers' compensation policy,please call the Departm at the II 110ber listed below. Self-insured companies should enter their self-insurance license number on the appr line. City or Town Officials Please be sure that the affidavit is compl` and printed legibly. a Department has provided a space at the bottom of the affidavit for you to fill out in the vent the Office of Investig: ,ns has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as: reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,n -• only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applican •ould write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by •,,e city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related •y business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to coma.ete this affidavit. The Office of Investigations wou ldf f like to thank you in advance for your cooperation : • should you have any questions, please do not hesitate to give us a call. The Department's address,telephoiiie and fax number: • 1 The Commonwealth of Massachusetts 1 Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 - Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.govfdia r Sy r ,�/� p , q --- 1q- q (0 ,5-3 Application Number : : oC ` �/--/.t T��Vs y T 16'? o Permit Fee 3 as ' D Other Fee FD MIS a Ilcap mata ••'/- 49 --�+Z, `4,xiTotal Fee Paid 0 INI TOWN OF BARNSTABLE Permit Approval byJ.V on...JC ^3ar iCt ~ BUILDING PERMIT liq I 2 I Map ,Parcel APPLICATION Section 1 — Owner's Information and Project Location Project Address' W) 1�OCJ.5k C ze3A>e Village� �2 -' `t h tt// • Owners Name . kl�1 � VAX / kcAi Lir' Owners Legal Address 1 C1 cck" ' City V if 40' 'k State Zip d ao c( Owners Cell# E-mail Section 2 —Use of Structure Use Group Qcs. ❑ Commercial Structure over 35,000 cubic feet El mmercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty 2S Fire Alarm ebuild ❑ Deck Apartment © Sprinkler System Ig ddition ❑ Retaining wall 0 . Solar Ig Renovation El Pool ❑ Insulation Other—Specify ' Section 4 - Work Description "Seckix. vow �ot.xee, C cvete «x.,k a.4-.— tf&& ►{to cccuzve - elacCb..Ct Vrciotfoylc,t-- Q •cutke terrine,+- %4J — 2 vie,., ►5a— . T e.4....Aefo.i• 1 1/1 4/'1A1 4 • Application Number • Section 5—Detail Cost of Proposed Construction 0-S(,+cc ' Square Footage of Project tAG-0 L*SO Age of Structure iq Dig Safe Number ACAS - 321 (s7aso # Of Bedrooms Existing 3 Total#Of Bedrooms (proposed) — 0 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ErDesign Section 6—Project Specifics Wiring ❑ Oil Tank Storage [ 'Smoke Detectors • [Plumbing [Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney Ln Add/relocate bedroom Water Supply U Public ❑ Private Sewage Disposal Municipal ❑ Site Historic District ❑ Hyannis Historic District leOld Kings Highway -Tow w o I am usinga crane ❑ Yes U No Debris Disposal Facility: Section 7—Flood Zone Flood Zone Designation ckS 4.7g‘CT-11-4..L Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District R \ Proposed Use 1 9±1. Lot Area Sq. Ft. ,Q, Total Frontage aeS Percentage of Lot Coverage (9-5 #of Dwelling Units (on site) 1 1 Setbacks Front Yard Required -SO Proposed 3� Rear Yard Required t C. Proposed 37 Side Yard Required I Proposed c9 t Has this property had relief from the Zoning Board in the past? ❑ Yes V No Last updated: 11/15/2018 Application Number Section 9- Construction Supervisor Name ( e_\43. Telephone Number 67*. `7`2( -- Lig'Pt Address 64. arip City �Q State V1ti2- Zip 02-a) License Number C)l 14`3 y,ti License Type 5 Expiration Date 3 - 2C Contractors Email cte©weetok,1,ce�cAbco,&o; -co Cell# sot :Tx- talc? I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts S uilding Code. I understand the construction inspection procedures,specific inspections and documentation required 0 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date /0- Section 10-Home Improvement Contractor Name �'eCA @ Ui e1‘i Telephone Number S" t-'776 447( Address c-0► 9c o1C City (kc c lotIQ State yLta Zip CO Wo 2 O Registration Number C D(l 4 Expiration Date -2- 13- o-0 0.0 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts S Building Code. I understand the construction inspection procedures,specific inspections and documentation req • CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature � Date /0-/O- l9 Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date P ' LICAN JL SIGNATURIE Signature Date IO IO—fi Print Name e ' ` ‘ Telephone Number S -7764f—Z E-mail permit to: Q(e la0 b0\X4 61.`` Last undated: 11/15/2018 Section 12 —Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation '--` For commercial work,please take your plans directly to the fire department for approval. Section 13 — Owner's Authorization I, , as Owner of the subject property hereby authorize C� j� to act on my behalf, in all matters relative t work authorized 11y this building permit application for: (Address of job) (t - - 9 -1 -) j Sign ��a'e of Owner gnat O e date eti3a -cam fr)oc - L p • •Print Name - • . Last updated: 11/15/2018 11 T-45-- "1 44Pr2 Jr%�Hfiv7p�' oFT Tq,,� Town of Barnstable *Permit#( d I `IG`f�z69 417- 9*f .\ `"' Expires 6 onihs jrom issue date .�` 44' Regulatory Services Fee ( 3 * BARNSTABLE, ** . MASS. Thomas F. Geiler,Director Building Division Tom Perry, CBO, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number :j` 61 1 Property Address (p,4 1I LI a. La p FFL) o 1.6 COST L.4f1-e 84L,i57?. /Y) ❑ � 6�Residential Value of Work /)Q O. Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address 0/7 fl J e`, +- f Z. 4 vp F G U Lc Cc1Sr /tine_ 6A4/1 Sri - Contractor's Name K I M 13 4-SS e- Telephone Number 6o 3`,a-r4 Home Improvement Contractor License#(if applicable) #451 / O C Construction Supervisor's License#(if applicable) 4 'q 466 ❑Workman's Compensation Insurance Chec one: am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name dA/701)A-C 6,(A`j fj e l vlu/ — 450L/-n Ce . Workman's Comp. Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) f.ILJkct c,4Kp 4,44(4 f 14tc4'n9 F(lStn ,s1,4/e &act / Eli'Re-roof(stripping old shingles) All construction debris will be taken to /5A,r/s�5l 64� / ❑ Re-roof(not stripping. Going over existing layers of roof) / ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders. U-Value (maximum .44)#of windows *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License& Construction Supervisors License is 're eqquirred. SIGNATURE: ' ` 1— &' & Q:IWPFILES\FORMS\building permit forms\EXPRESS.doc Revised 070110 cr7HE\ Town of Barnstable Regulatory Services s�+x�vsT. u. i g ry Thomas F. Geiler,Director i639. ``�� Ea mid l Building Division g Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder /17 S 6"47- r) )7 ?Zs 4.14 , as Owner of the subject property hereby authorize p'C 1G`9 ,14�SC 77 to act on my behalf, in all matters relative to work authorized by this building permit �v0 /c)CC)Sr l .v ', •411144, .tS 4446 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature o er Signature of Applicant 81,,ofe-4 Tr— B/1-13s Print Name Print Name • 000?Z Date • Q:FORMS:O WNERPERMISSIONPOOLS si �THE> ss Town of Barnstable ,� Regulatory Services 9�BARNSTAflLE, * Thomas F. Geiler,Director Mass. 659mid ��� BuildingDivision Tom Perry,Building Commissioner it . 2 c I Main Street, Hyannis,MA 02601 ' www.town.b arnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEO '! ER LICENSE EXEMPTIOJN Please Print - DATE: JOB LOCATION: number street village "HOMEOWNER": name home phon.# work phone# CURRENT MAILING ADDRESS: . city/town - state • - w•.� zip code M The current exemption for"homeowners"was extended to in dude owne occutied dwellin•s of six units or less and to allow homeowners to engage an individual for hire who dtes not posses' a.license,.provided that the owner acts as supervisor. DEFINITION 0 r HOMEOWNER Person(s)who owns a parcel of land on which he/she res•ies.or intends to resit , on which there is, or is intended to be, a one or two-family dwelling, attached or detached s i ctures accessory to su\h use and/or farm structures. A person who constructs more than one home in a two-y-,: period shall not be consi,ered a homeowner. Such "homeowner"shall submit to the Building Official o. a form acceptable to the Buil ing Official, that he/she shall be responsible for all such work performed under the b: ding permit. (Section 109.1.1) The undersigned"homeowner"assumes responsi. 'ty for compliance with the State B ding Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that h-/she understands the Town of Barnstable Builg Department minimum inspection procedures and requirements and that he/she will comply with said proced' es and requirements. Signature of Homeowner \ . Approval of Building Official ' Note: Three-family dwe ..gs containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section-127.ri Construction Control. HOMEOWNER'S EXEMPTION r' , - ` - :`,`= R•,4 ,,,—�' The Code states that: "Any omeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1:1 Lic- sing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to,do such work,that such Homeowner shall a, as supervisor." Many homeowners w 5 use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licens' g Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,parti ularly k,+ when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, • that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexernpt . . ). - . ,-, ,--0,F0x7z . - )G,p,- , ; 7% Town of Barnstable *Permit# Regulatory Services 22es at r "issuedat t� l `��Q� Thomas F. Geiler, Director TOI Rio ,6, .f, e�. Building Division (lip, TABLETom Perry, CBO, Building Commissioner T d 200 Main Street, Hyannis, MA 02601 0 - www.town.barnstable.ma.us l� Office: 508-862-4038 Fax:EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 508 790 6230 Not Valid without Red X-Press Imprint Map/parcel Number (3 ( 9 I.7 e Property Address_ t f . y� 1-- Residential Value of Work /0 CAE?c c20 Minimum fee of$25.00 for work under$6000.00 Owner's Name &Address "A//7�.4- -f-f kioy =4L �}f , � ' 6;0 o �}, T L-r'}/ t 4/ fF s.T 9ii . / . 61 Contractor's Namet.f!} , r _ _Telephone Number /15' Home Improvement Contractor License# (if applicable) E"% &fir li orkman's Compensation Insurance Chee k one: am a sole proprietor ❑ I am the Homeowner • ❑ I have Worker's Compensation Insurance Insurance Company Named f 1 e.- 4 co, 6,-ne-71-7 . Workman's Comp. Policy# Copy of Insurance Compliance Certificate must he on file. Permit Request (check box) 641,-/tee7 V-• /2.--- --t,c,,a_c___ •�Re roof(stripping old shingles) All construction debris will be taken to i. id iliii __ • ❑ Re-roof(not stripping. Going over existing layers of roof) ]�Re-side d ? ' G�r�((�' Y ,j ❑ Replacement Windows/doors/sliders. U-Value (maximum_.44) • *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e. Historic,Conservation,etc. ***Note: . Property Owner must sign Property.Owner Letter of Permission. A copy of the Home Improvement Contractors License is required. • SIGNATURE: T I ern^. Q:\WPFILESIFORMS\building permit forms\EXPRESS.doc . y�pTHE Tp Town of Barnstable .ass,. Regulatory Services _ off. • BARNSPAB Thomas F. Geiler,Director �pmob - Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 • Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder e--44,- kO X - , as Owner of the subject property- hereby authorize k m to act on my behalf, in all matters relative to work authorized by this building permit application for: 67) — 60 -oco5 - �. (Address of rob) ` c o(e ' Signatur Owner Date P,3a Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Town of Barnstable 44.0-ig rosy yv, ,gbi:at A,, o Regulatory Services LI• Tom Perry,Building Commissioner . 200 Main Street, Hyannis, MA 02601 • Rrww.town.barnstabl e.ma.us Office: 508-862-4038 Fax: 508-790-6230 • HOMEOWNER LICENSE EXEMPT(ON Please Print DATE: JOB LOCATION: • number street village "HOMEOWNER": name home pho'e# work phone# CURRENT MAILING ADDRESS: city/town state • zip code • The current exemption for"homeowners"was extend,d to inclui.- owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hir who does no possess a license,provided that the owner acts as supervisor. DEFIN` ION OF HOMEON 'ER Person(s) who owns a parcel of land on which h:./she resides or intend to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or d,tached structures accessory to such use and/or farm structures. A person who constructs more than one home '7 a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building I.fpicial on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed %der the building permit. (Sectio • 109.1.1) The undersigned"homeowner"assum-. responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and ri: lations. The undersigned"homeowner"c *fies that he/she understands the Town of B. .-table Building Department minimum inspection procedures nd requirements and that he/she will comply with aid procedures and requirements. - Signature of Homeowner , Approval of Building Offic' 1 ' Note: T e-family dwellings containing 35,000 cubic feet or larger will be required to imply with the State Building de Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION - The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt froN the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for l re to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they arc assuming the responsibilities of a supervisor(see A cndix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,p\rticularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a ti scd Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may caret amend and adopt such a form/certification for use in your community. 1 . I NOTES I Barnstable Harbor 1. DATUM IS NAVD 88 I 20 ®� 2. MUNICIPAL WATER IS EXISTING (RECONNECT) Al/ Locus _ 2 3. MUNICIPAL SEWER IS EXISTING(RECONNECT) �p'-I11./ .r C CONTRACTOR SHALL BE RESPONSIBLE FOR a /JCAWNG DITHE EL (1-888CATION OF ALL UN AND ° / \ �� VERIFYING THE LOCATION OF ALL UNDERGROUND & I� /_/ I ce!,p,OVERHEAD UTIUTIES PRIOR TO COMMENCEMENT OF 3 D Quo I 9 WORK. \ ckq o 53 / .; , 4e 6 PROPOSED „� �l Qrc m` - c ne o / AOD1 `r ADDIT+1`� 4y G oni(e 2ys, / �O /� I ` %' .1. PROPOSED\ 4, / ' 1D•x2G LOCUS MAP / / / �/ / �.ADDITION / 3fn SCALE 1"=2000'± i N • ` 44.0• ASSESSORS MAP 319 PARCEL 127 w\ i o LOCUS IS WITHIN FEMA FLOOD ZONE X AUGER HOLE LOGNII*411, w _ (AREA OF MINIMAL FLOOD HAZARD) AS \ i / PROPANE SHOWN ON COMMUNITY PANEL #25001C0558J .1/ S // %Z 4' TANKS / DATED 7/16/2014 ENGINEER: CRAIG J. FERRARI, SE #13871 y0 �_�ORE / 4,�'.,o (TO BE DATE: 8/1/2019 ORE OHE �I RELOCATED) / ZONING SUMMARY "" O ELECTRIC ♦ ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT o METER S I EXISTING DWEWNG TO BE PLACED ON 1 ELEV. 0 EW FULL HEIGHT / PROPOSED . NOUNDAIION WALLS MIN. LOT SIZE 43,560 S.F. 0" 19 W 7'x15' / .e MIN. LOT FRONTAGE 20' A '� ADDITION MIN. LOT WIDTH 125' t� / MIN. FRONT SETBACK 30' LS 7' o / �O / MIN. SIDE SETBACK 15' 1OYR 4/2 -.) MIN. REAR SETBACK 15' 19" �� / t / MAX. BUILDING HEIGHT 30' B Tom' 2 ZONING SETBACK / SITE IS LOCATED WITHIN THE AQUIFER LS \/tiL ��1 UNE (TYp) (_ PROTECTION OVERLAY DISTRICT 36" 1OYR 5/6 16' ti, O j • / / OWNER OF RECORD / C.,) HARDGATE HARDGATE REALTY TRUST C / o ELIZABETH KNOX-LUPFER PEOC / LOT AREA !^�oo' 72 KING STREET MS / / 20,182t S.F. / co N NORFOLK, MA REFERENCES 10YR 7/4 / yy // '2iit DEED BOOK 22051 PAGE 33 PLAN BOOK 21 PAGE 91 (LOTS 10, 11, 12 & 13) V 9.4' . 'S, 120" 9' d► cS / GROUNDWATER ENCOUNTERED i DR/yE \AT 115" EL. 9.4' N67• h \ STING �' SITE PLAN � N/ OF n / E»(( ,• #60 LOCUST LANE LEGEND Q �v • /56 BARNSTABLE, MA -99- EXISTING CONTOUR -[99)-- PROPOSED CONTOUR PREPARED FOR E98.4] PROPOSED SPOT EL r ELIZABETH KNOX & O SEWER MANHOLE ifizT`SNOF�y�Ss DAN LUPFER /DIL cQ, UTILITY POLE �' S4c o IeLA.ZC FlRE HYDRANT ANE yGs� a oJ.ALAit DATE: SEPTEMBER 23, 2019 qiR OJAI..A N' No.48502 W WATER UNE - --)2..,„ No.42980_ ii 1,0`crsrEF�°a"�, off 508-362-4541 / ,S I fax ocope.2-9880 S- SEWER UNE POFes 1.4 iONAWI fax 508-362-9880 -b4nrp SURVE_%P+'f —X—X— FENCE ' �"LP1f - down cape engineering,inc. NOTE:NOT ALL meol3 MAY APPEAR w DRAWING �� civil engineers ScaIe:1"=20' / land surveyors 939 Main Street ( Rte 6A) !1 O U ----10 20 30--� DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DCE #19-218 8 0 0 20 30 40 50 FEET 19-218 KNOX-LUPFER.DWG oCA `t�J ter` 044 1 S1 A 6 Barnstable Bldg. Dept. PROP. BRICK CHIMNEY TO REPLACE EXISTING • n elf lgarApproved by: ' _ -1-� + s N Permit �#: 3 I 0NI11IWU3d dOd 03d1f103b 3dti S3t1I11VNDIS H106' I 1N3W1UVd31 .d 3 NEW ASPHALT ROOF SHINGLES J l / __ m (COLOR BY OWNER) 31da ld3a JNlall(18 31EIV1SNYd9 W N 1 l'i1/10--r° �� S 01019a DiOVSli 1/ 1 473— < v t o a SOFFIT DETAILS )— LU -1-s `Q TO MATCH EXISTING CZ • O O I ceiling ht. Q O 0Z � ,- 2 E El MATCH EXISTING SIDING (FRONT ONLY) ± 0) REPLACE ALL WINDOWS _ _ • — ANDERSEN 400 SERIES _ CO v) TRIM DETAILS TO MATCH EXIST. (/) 'X — — i F- TW24 2 TV 2h 42 TV 2 }2 TN 2h-M12 = = TN'2 h2 M'24 F2 - T 1`2 1h2 TN 24h2 _ v Q r 2 F— = , 1 - ' H firstflr — — - - — I = = — C� w = z - ; . �� I j: cij Q cc LL w i� �I m z rnwrnrn 0, tr. -.\-) i e 0 I- N N I -2817 REPLACE STEPS TO GRADE I I PROP. STEPS TO GRADE O N O I 2817 ( Q I I tY w M = I • O O f 7-0" dr 7' 0" 28' O" I 7' 0" 7' 0" I m o cn o 0 prop. additi n (+/-) match exist. (new crawl space foundation) I +/- existin ro addition (+/-) match dimension of existing house ( ) g p p I PROPOSED FULL BASEMENT I I 11- 1I cm] , PROPOSED - pi Z 1 FRONT ELEVATION (/) a O 1/4„ = 11-0„ Z I— S4 Q A 7 PROP BRICK CHIMNEY � i/ /�� W TO REPLACE EXISTING L� 0 ..1 / UfaQ pT 1m m ocrR2 , a W® TQWIV op N J _ I I �ARNS',�8L p z w NEW ASPHALT ROOF SHINGLES I RAKE TIRIM DETAILS NOTE: ix (COLOR BY OWNER) To MATCH EXISTING CONTRACTOR TO SITE VERIFY ALL a LLI EXISTING VS PROPOSED CONDITIONS m a �1 �`'° PRIOR TO AND DURING CONSTRUCTIONCi Q NSOFFITDE1AILS AND MAKE MODIFICATIONS AS U) I i I I 117 To MATCH EXISTINGNECESSARY TO PROVIDE COMPLIANCE Et ht. — — I I A WITI1 DESIGN PARAMETERS AS W H � n 06 • ILLUSTRATED. n H LL v z WHITE CEDAR SHINGLES CORNER BOARDS + (SIDES AND REAR ONLY) I I _I �ANz I\ /AN28I\ I O C ` \ TO MATCH EXISTING m •N iiiiI 1 THESE PLANS ARE IN COMPLIANCE REPLACE ALL WINDOWS -1w24-�2 Twz��z � ANDERSEN 400 SERIES CD TRIM DETAILS TO MATCH EXIST. I I i r I _�\_ WITH Th E MASSACH USETTS 1- J first fir I I I III• STATE BUILDING CODE NINTH w..\\_, .__------------------- 1---r- /- '-''--N--) iSi EDITION / 140 MPH WIND ZONEIX PROP. BULKHEAD - - PROP. STEPS TO GRADE I 2817I 28 I - I I DATE: 05 / 22 /19 I I I 1 I i 10' O" 1 5'-0" j 7' O" •I 'll dr 'I SCALE: 1/4"=1'-0" prop. additi n I prop. addition / (+/-) match existing 1 (+/-) match exist. I IPROPOSED FULL BASEMENT I I I I PROPOSED DRAWING #: LEFT SIDE ELEVATION _J 1/4" = 1,_0" A I - 9 lak r PROP. BRICK CHIMNEY TO REPLACE EXISTING - j nr nu, n s U `K5 n PROP. DH WINDOWS I I N ILI\ ANDERSEN 400 SERIES I I NEW ASPHALT ROOF HING S 0 TRIM DETAILS - CN 25 L -r—N CO TO MATCH EXIST. - I I I 1 2 (COLOR BY OWN R) O W2412 1 1 i I i 1111 \ 10 I N I IIII IIIII Tw2442 1 O m I I — CQ v ceiling ht.I Q O WHITE CEDAR SHINGLES I I _ I I A (SIDES AND REAR ONLY) I / \ CORNER BOARDS ► ( I - I I I I /Ar✓281\� + TO MATCH EXISTING I TV,2o'I ,X FWG6068 I I T.2442 TW2442 I l l C P p // 1 - - l I I I o w f- ./ / I I d 111 I G%' III I I I I I I I m °° z I I I I I 1 ` first fir — ° w . z I I CL w w I 4 I - - m Z rn w rn CD w I 'I / r I Z � � I- N N PROP. STEPS TO GRADE PROP. O.D, 1-IWR PROP. WOOD DECK AND STEPS TO GRADE I PROP. BULKHEAD I Q 5 O I- N O / 7 o° / 20 0° / / 7 o° y o CC o U) o o a prop. ddition exist. house on new fou dation proposed additions exist. house p op. addition on new fndtn I I I I prop. slab _ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ __ _ _ __ 1 _ _ _ L _ _ _ _ PROPOSED FULL BASEMENT U) i PROPOSED REAR ELEVATION S4 2 PROP. BRICK CHIMNEY O TO REPLACE EXISTING 14" - 1 -0 PROP. DORMER A7 / W H 12 O J a 3 m Q 1- RAKE TRIM DETAILS I I11II I INEW ASPHALT ROOF SHINGLES . WTO MATCH EXISTING (COLOR BY OWNER) Q Zix LIJ QQNOTE: SOFFIT DETAILS m L LI TN 20210 CONTRACTOR TO SITE VERIFY ALL TO MATCH EXISTING I I 1 I i I Q o I EXISTING VS PROPOSED CONDITIONS GPRIOR TO AND DURING CONSTRUCTION , ceiling ht. - - //\\11111:11111'111111timi.•—_ .� gt re AND MAKE MODIFICATIONS AS � 0 CORNER BOARDS A NECESSARY TO PROVIDE COMPLIANCE REPLACE ALL WINDOWS / W + ANDERSEN 400 SERIES _ — I / TO MATCH EXISTING WITH DESIGN PARAMETERS AS TRIM DETAILS TO MATCH EXIST. , AN2 i o y ILLUSTRATED. m .X - - I I I I+ WHITE CEDAR SHINGLES (SIDES AND REAR ONLY) 0Et A — 15\24.12 — — J o, r c LlJ first fir I I �� THESE PLANS AIDE IN COMPLIANCE ,.. ,. WITh THE MASSAChUSETTS U o w Q (( J STATE BUILDING CODE N I NTh PROP. DECK STEPS TO GRADE PROP. STEPS TO GRADE -281 - PROP. SHOWEh PROF. BULKHEAD 0_ }- I I a P EDITION / 140 N/Ph WIND ZONE I 1 I o 15 0 / I o o I DATE: 05 / 22 /19 (+/-) existing , prop. addition / (+/-) align to existing pr p. additions 1 SCALE: 1/4"=1'-0" I _. PROPOSED FULL BASEMENT PROPOSED I I I I RIGHT SIDE ELEVATION Li II DRAWING #: 1/4" = 1'-0" A2 - 9 n 4) NOTE: k s 20' o" J, CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED v FULL BASEMENT ADDITION CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE MODIFICATIONS AS NECESSARY TO PROVIDE m 5' 0" COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED. J / -A- N ® LJ Q O • A6 • L COE 0 0 DROP TOP U OF WALL 6" SOLID 2X8 BLOCK JOIST I 8" WIDE X 7' 6" HIGH POURED )- co -- ( I I CONC. FNDTtI. WALL ON 16" W X 10" D L.Z r� O CO BAYS @ 4' 0" 10.C. I p CONT. CONC. FTG.— I < V J PHD + � PHD • - D (SEE DTL ICI) II II (SEE DTL ICI) _. I 0" SONOTUBES ( n Z - }6 O ___1 I I L _ + I- - � N - ON "BIGFOOT" 24" FOOTING Z — P.T. (2) 2X10'S O rIG I— (3)2X10'SI co W _ p n = S4 0 7 I I I ` S4 oZZw leg" Q � I IzI I —� NI, T , Ill O IliI- Iv, I 1 O I I ; v) I I m m U Z w IU ,_ m NOTE: I o —I • �_ 0 (I < ALIGN CENTER OF ADDITION O I I C� > J Et 0 _ U O (DECK ABOVE) Lc I I W I- Z 5/8'DIA. X 1 6' ANCHOR BOLTS 1 = Ci I Q TO CENTER OF EXISTING w fY W Cn W@ 3G' O.C., IN 2/2X6 Q IN e0 `i WALL ABOVE I I J - - - - U) Q SILL PLATE - TYPICAL VICF co + N U m I + I co @ I I \ I Z W C3) CA O� O) I7 0 / 16 0 / 7 O I /I I LINE SI'rOWER I PHD (n E. F- CV CV N PHD u- (SEE DTL "C") I 30 2X10 P.T. LEDGER BD. I ( BO�) I (SEE DTL "C") O - N O \ \ W/ 5/8 BOLTS @ 16 O . (STAGGERED) / W CO = t- a) rn O + ( I 30 + I I / N I IY O (A O O O 1 + I (2) 1 3/4"X 1 1 1/4" LVL'S I — it- O 4X4 POST UP _ SOLID 2X8 BLOCK JOIST G U I G z II cn G co I' BAYS @ 4'-0" O.C. O I z J TO ROOF II _ I L N I -f > U g uO co N col • H - v N - . PROPOSED i e U �- I I i 0 N _ N p_ 7'-2" G'- I OII O I G'- 10" 03 sz 7'-2" o = Q / /I ^ FULL BASEMENT 5,6 co �' _ NN z � n ILO N _ W � / cv z7 LP z U 0 I w 0 X ' 4" THICK POURED CONCRETE co w I ° p z I U� 't BASEMENT FLOOR W/ 10 ML N N w Q x Q I I- - - I O i 5 / (1) VAPOR RETARDER OVER @� z w + �_ O - COMPACTED BASE o O c - O - _ ih Q (2) 1 3/4„ X 1 1 1/4" LVL'S I 'n C� //I► 4 B.P. 0 v (2) 1 3/4"X 1 1 1/4" LVL'S N `// = I IIIN O 4X4 POST UP cj v I Q U N v N I I 30" TO ROOF I oc U I I I u-O Nw II 30" / I- = = = � u O N - - - - -LJ _7,2O N — �N W Q - O - O - O - - - - -1 �N W Q I W + N z 2 I I (2) 1 3/4"X 1 1 1/4" LVL'S I— — N z . + J Q o 11 G'-0" 6' 0" 6' 0" O 6' 011die_ 4_0 Q SOLID 2X8 BLOCK 3 JOIST mPm_ z I L - _ 2817 — II �' / / I- - - - -1 _ 2817 _ 1-4 BAYS @ 4'-0" O.C. + + + + I� ?_' 6" X 2' 6"X 12" DEEP v '-\ + + I I + + + - 1 , \ co —I Eir — FOOTINGS (TYPICAL) I Z + I _ �/U I + BSMNT. WDW. (iYP.) PHD _ 8' " / 5' 4" u_O coN Q x N I 5'-4" 8' 8" PHD a (SEE DTL "C") w I NOTE: x `r w Q /I / (SEE DTL "C") m Z O = 8"T ICK X 7'-6" HIGH POURED w ALIGN NEW 2X8 FLR JSTS. N z �� _ 1, 1- COI�C. FNDTN. WALL ON 16" W X 10" D + I TO EXISTING 2X8'S n DD 0 = II UP I + I a C 0 < CONT. CONC. FTG. Z Q O L — co II II I- ± + \� J + S3 1- + ,\ + ,� + 4 A7 W Q I I PHD c 0 (SEE DTL IICII) I S2 PHD I IO" SONOTUBES z A 6 (SEE DTL "C") \ /---I ON "BIGFOOT" 24" /� C \O 1 _ FOOTINGS 8" WIDE X 7'-6" HIGH POURED li ..ID ,e CONC. FNDTN. WALL ON 16 W X 10" D O O 1--- -I CONT. CONC. FTG. L_ _J 7 CO I- 0 I4'-0" / 28'-0" - I4'-0" � LLJ NEW FULL HEIGHT FOUNDATION (+/-) EXISTING HOUSE WITH NEW FULL HEIGHT FOUNDATION NEW FULL HEIGHT FOUNDATION CL I- I 0_ I- I I DATE: 05 / 22 /19 PROPOSED FOUNDATION PLAN SCALE: 1/4"=1'-0" DRAWING #: 1 THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 IVPH WIND ZONE A3 - 9 / 20' O" / -u PROP. ADDITION OVER FULL FOUNDATION Q0 NOTE: n / 5'-2" / 4'- 10" / 4'- 10" / 5'=2" / CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED c6 CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND r MAKE MODIFICATIONS AS NECESSARY TO PROVIDE J 'C. `°`V7 COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED. __ i >cz Ili N CV QU n 2_ m CV 12'-0" Q/ ' S Oz C') Uz � � In o TW2442 J TW2442 Q CO< - S4" :. NW O PROPOSED PROPOSED NV VW..:, , Z I- o �o BEDROOM ° BEDROOM PROP. ° 0 m w v z o z : DECK ° Q > c� m I _ — /� I ' 9 I/2" •�7 3 I/2 I ' 4 I/2" CC CC CO w N 1 PROP. } o Q rn CT) rn 3 I 3 4-8 I/2 m 10-0 9-0 I, m z w / N N / / / l;" / / OUTDOOR / Z O_ 1- SHOWER - p 1_ N f m N Q>Co / 3/6 Q W = AW28 i 3/6 4X4 CL 6' SLIDER E— TW2o2 i 0 N 0 \� \IT LIN o1 1U I O� 0 � I I I I \ ` Sh ER m I L, -' -1 1 PROPOI ED ± N -\ '' PROP. :•:: N PROPOSED X I I -I — �' CD - M. BATH •s% PROP. A HALL DINING MKITCHEN_ _,NBATH I by wt ��' PROP. 3 o N f I Re w 10.E I D LNDRY "I I `� O o L 4/O I \ 4' I I/2" I F � z o 3.�; `� c.461 z CLI U 32"X 60" ( -b ` __ U U g PROPOSED �� I TUB/SNWR O 4 I SLOPE! L'G. �� - J Q + z M. BEDROOM (� POSTS w 2 1 3/4" X - `J'� 2 1 3/4"jC 7 1/4" LVL'S Q N + -' w Q (VAULTED CEILINI3) \ (2) 1 3/4" I 7 1/4" LVL'S DN + Z I-- 2'-4 1/2" \, X\ 7 1/4" LVL'S BAR 1 v (5o W W . I O J U (+/-) 6" (7 I PROP. STOVE ! I z 510Q) (TO REPLACE EXIST.) I Q m Z G'-4 1/2" 5'- 1 I " Q / / ,; :... :::', r. .3 m f- Q (MATC EX`i IST. STUD POCKET) W t (+/-) I (MATCH EXIST. STUD POCK ) Em y -J (CENTER WINDOW) g N EXISTING J (CENTER WINDOW) CI Z IX 0- • L n LIVING RM ez n CI Q ® m UP Q 0 0 QGT -o giii re M NIMMIIIIIN MN L A 7 g _1 (REPLACE EXIST. WDWS) (REPLACE (REPLACE EXIST. WII'WS)(VERIFY SIZE) EXIST. DOOR) (VERIFY SIZE) I W Cl) LLD lie V F- CD (REPLACE .J EXIST. STEPS) NY M 0 OC to it LL / 1 4'-0" / 28'-0" / 1 4'-0" / W (+/-) ALIGN TO EXISTING HOUSE O J CC I- a I- PROPOSED FIRST F LOOR PLAN DATE: 05 / 22 /19 1 /4" = 1'-0" SCALE: 1/4"=1'-0" DRAWING #: TI-1 ESE PLANS AIKE IN COMPLIANCE WITI-1 THE MASSACH USETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE A4 - 9 11 _ r FOUNDATION NOTES: n I . CONCRETE FOR ALL FOUNDATION WALLS AND FOOTINGS SHALL HAVE N MINUMUM 3000 PSI BEARING CAPACITY. NOTE: CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED v 2. CONCRETE FOR ALL BASEMENT AND GARAGE SLABS SHALL HAVE CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MINIMUM 4000 PSI BEARING CAPACITY. MAKE MODIFICATIONS AS NECESSARY TO PROVIDE J 5 COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED. —J �, N 3. USE 5/8" ANCHOR BOLTS SPACED AT 36" O.C., WITH A MINIMUM EMBEDMENT OF 7" INTO CONCRETE. LLJ O 20-0II I * • �' O 6� 4. ANCHOR BOLTS MUST BE PLACED 6"- I 2" FROM / Q U cn , EACH FOUNDATION CORNER. PROPOSED ADDITION cV CZ • i' 0 co 5. ALL SILL PLATES TO BE CONNECTED USING AI < 3" X 3" X 1/4" SQUARE PLATE WASHERS. z• d- 1 1 a� 2 TW2442 S4 _ S4 AI I V� o r PROPOSED NI7 nil co w O STORAGE I a w p Q �� -bo' 20PSF / Z 16' O" ~ Q O PROPOpED DORMER ADDITI UN CD Z W a_ / �4' I I I/2" 6' 6 I/2" / 4' 6" / coZ 0) W CD 4X4 I Z POST C o I- TO RIDGE Q > — — W ch = o II I° _ H PRO O _ N 'in vl -7 7 f I %.:....., BATH I Z ` I C)) zH Z 2 Q b / O RIDGE LINE / REMOVE a RIDGE LINE O Q O I I- n o z - _ \ /4X4 EXIST: FLUE ■ C In o cn z O /POST F� �� I I�j� PROPOSED 0 a O QOPEN TO BELOW' 7I TO RIDGE X I STORAGE 00 - ,M - DN I 20PSF z J w I/2 WALL EXISTING RIDGE LINE 0 W Z I PROP. FLUE I J Q mil m I I I a J o L J \ y °' — Iir PROPOSED # d I Z FINISHED LOFT 0 re O tt 1 'l 0 a At 'At () m O a o1 1 I S3 ° —I I I A 7 Ah4 rt L.L. Wy 0 s U. 0 ® i A a o J U 7'-0" 7'-0" 28'-0" 7'_0"" 7'-0" / / /, / PROP. ADDITION (+/-) EXISTING (+/-) EXISTING (+/-) EXISTING PROP. ADDITION WCO U (/) U , w O W I. J i' f H I 0- i= PROPOSED I'' DATE: 05 / 22 /19 SECOND FIRST F LOOR PLAN SCALE: 1/4"=1'-0" 1 /4" = 1'-0" _ i I II DRAWING #: THESE PLANS AIDE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE A5 MI 9 I (2) 1 3/4" X 11 1/4" LVL RIDGE 2X8 RAFTERS @ 1 6" O.C. N WI 1/2" CDX PLYWD SHEATHING, n 2X8 CEILING JSTS. @ 1 6" O.C. ARCHITECTURAL SHINGLES D OVER 15# FELT s U 2X8 RAFTERS @ 12" O.C. rH2.5 CUPS @ EA. RAFTER to LAP $ ALIGN TO EXIST. 2X6 RAFTERS to $ ADD NEW RAFTERS TO MAKE 12" O.C. M R38 DENSE FOAM INSULATION SOFFIT DETAILS �` 12 TO MATCH EXISTING CV 2X8 RAFTERS @ 16" O.C. 1) 1 3/4" X 11 1/4" LVL RIDGE 441 . �, - 3 W Q 0 W/ 1/2" CDX PLYWD SHEATHING, ceiling ht. 'R •�,:,it "" L `��!�evetU�/79'/�1'14�//9�d1�/4�//�1�h:�1wDPP/�1�P1^//9TAV!tifil/►pref,/ . ( co ARCHITECTURAL SHINGLES ` - - - - - - /7, ��` / \ scn 444lll51►,F��`.,.' ` plate ht. Q `J 0OVER 15# FELT L - - CVI X6 COLLAR TIES @ EA. RAFTER �� III \ - 'I, -' 0) ,.•• / \N 2X6 EXTER. WALLS ^r/ .N 12 `� � III III IOV. P''QF. WW/ 1/2" CDX PLWD. 5HTH'G. , • 0 CO H2.5 CLIPS EA. RAFTER 12 (ALIGN TO EXIST.) z ` ./ I u j I W.C. SHINGLES OVER < U ). _ @ +/ ) 10 a 10 (+/-) IT 1—I T // LOFT BATHS I N TYVEK NODS WRAP 2X8'S @ 16 O.C. ( N ��� I I SOFFIT DETAILS W/ R38 INSUL. m `" (EXIST.) .v. L1L��JL / N,, Lp in TO MATCH EXISTING , �11��SItt11;1 litl(111111t11ti111fIKfII1 -i �g ���� // 3'-5" 1N ��� �I�11111%1.1�111111f_L111.1.11,U11111f1111111� ������ // )r L. I\�.� second fir • - / _ I _ second fir cn w - - - ' _ I LU � I— I- cn ,i ceiling ht. � � �\ 0 z 0 w f / (2) 1 3/4 X 7 1/4 0 Z z . 2X6 EXTER. WALLS PROP. _= f / , SISTER NEW 2X8S TOH LVL S EXIST. 2X6 FLR: JSTS. C� p W/ I/2" CDX PLWD. SHTH'G. BEDROOM + f// ADD 2X8'S TO MAKE 12" O.C. F- W m U z W.C. SHINGLES OVER f / PROP. J (� PROP. TYVEK HOUSE WRAP m N f / m 1.- z BATH _ , •X 3, 7„ f / DINING RM Q w (� w ,�I f / SISTER NEW 2X8'S TO m Z II EXIST. 2X8 FLR. JSTS. O r .- r- c- ~= 3/4" SURFER OVER = dF / ADD 2X8'S TO MAKE 12" O.C. Z 2X8 FLR JSTS @ 12" O.C. / " F N r R2 I DENSE FOAM INSUL. (ALIGN R J EXISTING R2 I DENSE FOAM INSUL - — - r / ADD 2X85 TO MAKE 12 O.C. first flr ` - R30 FBGL. INSULATION Q p W LL 0 0 0 0• P.T. 2X8'S @ 16" O.C. (2) 1 3/4" X 11 1/4"--J R30 1 NSUL. ' ' LALLY COL'M Lei (2) 1 3/4" X 11 1/4" LVL'S LVL S I NEW STAIR 1 - =11 11=III— III-II (BEYOND) f / I 11=III=1 (2) P.T. 2X1o'S —� - I=III- PROP. -III=1 I I\ 5/8" DIA X 16" ANCHOR BOLTS =1I11 111- / PROPOSED -III-III- -I I FULL BASEMENT I I 6' O.C. IN 2/2x6 P.T. SILL PLATE 11 / I I- LALLY COL M @ / / (2) #5 BARS, CONT. III- -III III_ f FULL _III ( 1 TOP$ BOTTOM (TYP) (TYPICAL) 3' o" j// BASEMENT 4" CONC. SLAB ON I O ML VAPOR / r -j/ 4" CONC. AB ON I O ML VAPOR 10" SONOTUBE ON RETARDER OVE Z COMPACTED BASE �' 8" WIDE X 7' 6" HIGH POURED J / RETARDERpVER COMPACTED BASE 24" "BIGFOOT" FTC. BASE • • CONC. FNDTN. WALL ON 16" W X I O" D • • r / I `-' I I I " CONT. CONC. FTG. I " 1 I ,� I to a L - - J 1- -I- J EQUAL / EQUAL z 2 2 2' 0' (+;/ ) W (MATCH DIMENSION OF EXISTING 'HOUSE) 0 ..1 m H Q — IH Q mm N PROPOSED PROPOSED 0 re w CROSS SECTIONCROSS SECTION 0 m rs--2 CI 4 06 A 6� 1/4" = 1'-0" 1/4" = 1'-0" ., IZ I- Z ili " p Lim V — A 0 ~ J 0 D ® w 40 . mi u Y I- U w -� u.i 2 PIECES D-4" 2 ROWS OF 16D NAILS ® 12" O.C. O 0_ I- \2• NOTE CONTRACTOR TO SITE VERIFY ALL EXISTING V'5 PROPOSED DATE: 05 / 22 /19 CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND TYPICAL LVL BOLTING/NAILING MAKE MODIFICATIONS AS NECESSARY TO PROVIDE SCALE: 1/4"=1'-0" ED © MULTI 1 3/4" BEAMS COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED. DRAWING #: THESE PLANS AIDE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE A6 ... 9 , , , , 1 , ,- ____, _ c -►-> 4� In s U c6 2X6 CEILING TIES @ 1 6" O.C. rn n(1) 1 3/4" X 11 1/4" LVL RIDGE VJ _J _,--, CV 2X8 RAFTERS @ 16" O.C. ceilinght. it 2X8 RAFTERS @ 16" O.C. W N 0 WI 1/2" CDX PLYWD SHEATHING, (1) 3/4" X 11 1/4" LVL RIDGE _ _ — _ _ �� WI 1/2" CDX PLYWD SHEATHING, L ARCHITECTURAL SHINGLES ( ) ` ARCHITECTURAL SHINGLES < V o 0> OVER 1 5# FELT I X6 COLLAR TIES @ A. RAFTER OVER 15# FELT I \ I ( j ► r�, // CD c6 D �,I�, PROP. 1Z • O E m " 112.5 CLIPS @ EA. RAFTER PROP. 12 (ALIGN TO EXIST.) 12 STORAGE h2.5 CLIPS @ EA. RAFTER Q — co STORAGE N(+/-) 10 (+/-) 10 / 2oPSF CD z E SOFFIT DETAILS 20PSF knee wall SOFFIT DETAILS TO MATCH EXISTING 2X8 FLOOR JOISTS (N.T.S.) TO MATCH EXISTING 2X8 CL'G JOISTS (N.T S.) R38 DENSE FOAM INSULATION R38 DENSE FOAM INSULATION 1 CO 01 co W I t !/ 1 ►►1 1 1►I/tI►1► 1/1111 1 I/II/I////11I/111►i 11Iweeeit►It/llt/►i►r/t1I1rr11 we W • LI—-- - - ----- - ---- -- ------- - - --- - ► rnnnnrrnml►rnminnnr►rrrr r mn rl r n ► l/uuuu►►uuuuul►u►►►u►uuu►u►►►uu►uuu►►►►►I ir►rirJ►rir►rilJiri44►ddJ�rdJitJi/iIJ►44ri�iriri4riV4ri44rdilA►�i►ddi/i'►riririli/i►dil►44hlirirdi4rd d►4ri/iIQJdJddA►4hld►IA4Md►►J►4rJ►1►�►� ` — — — — /lu►uuuuuwuuu►uu►uuuuwuw►uuw uuu►u►►u►uuuu► _�� „ I ceiling ht. iTil = ~ 7 1/4 LVL'S R. — -- 0 Z Z w (2) 1 3/4 X a Z 2 O 2X6 EXTER. WALLS = ^ PROP. PROP. 2X6 EXTER. WALLS 0 a m U Z LI W/ I/2" CDX PLWD. SHTh'G. PROP. ± BEDROOM I BEDROOM W/ 1/2" CDX PLWD. SHTh'G. ~ J D (• W.C. SHINGLES OVER = KITCHEN co _ W.C. SHINGLES OVER a = F- Z TYVEK HOUSE WRAP 'X TYVEK HOUSE WRAP _ Q LL CO W R2 I INSULATION 3/4" SUBFLOOR OVER _= 00 Z 3/4" SUBFLOOR OVER V _i 2X8 FLR JSTS @ 16" O.C. R2 I INSULATION Z 0 2X8 PLR JSTS @ 12" O.C. r `_ ALIGN TO EXISTING (ALIGN TO EXISTING) CV CV N f� ( ) R30 FNGL. INSUL. Q W cv N— first fir I-- op rn o — — — — ►IIINii►►►►►►ri►►►►►►i n�►►►lr1► ►n►r1►rrnrrl►►lr►��i/►�r`nn�i►►►rrsr►►►►rl ��►►�►►nrrrr►►►nn►►r VIIMI IMI p LL 0 0 0 - - - - ►►►u�uuu►uu►►►ui►uuuuuuuuuuuuuuuuu�u►Il uuw ►uu►e►uu►►►�,lu►►ui u►uu,►uuu uu►II /I • (2) 1 3/4" X 11 1/4" I-I R30 FNGL. INSUL. •• ` • (2) 1 3/4" X 1'1 VA" LVL'S (BEYOND) • 1 LVL'S I a I— I=I I III IIII I 3 I/2' DIIA. I I—I - I-III= PROP. =1 , 1= 5/8"x 16" ANCHOR BOLTS @ G O.C. -III-III PROPOSED I 1 I- - -I I I== IN 2/2x6 P.T. SILL PLATE —I I LALLY CinC ✓1 1 I(- FULL BASEMENT III lI FULL (TYP CAL) �1 I I I (2) #5 BARS, CONT. (2) #5 BARS, CONT. III_ =1=1 I I TYPICAL TOP$ BOTTOM (TYP) BASEMENT TOP$ BOTTOM (TYP) 8" WIDE X 7' 6" HIGH POURED 4" CONC. SLAB ON 10 ML VAPOR CONC. FNDTN. WALL ON 16" W X 10" D 4" COLIC. SLAB CAN I 0 ML VAPOR RETARDER OVER COMPACTED BASE CONT. CONC. FTG. RETARDER OVER :OMPACTE; BASE . . . •• 1--- -,-� I u I 1 I I I I /�Y♦ a L _ J L - - J L - - J EQUAL EQUAL / / IO'-O" / I0'-0" / Z 2 / / 20'-Q" 0 W / / -J MINI m I a y PROPOSED Z PROPOSED � etC74o CROSS SECTION a CROSS SECTION 1/4 = 1 -0 Q COA7 .. 1/4" = 1'-0" IX Go re I- z IJ II y O Lim v — A ° H 0 n ® Lu to 2" F-- U W � u.i fY 2 PIECES D-4" 2 ROWS OF 16D NAILS 012" O.C. O FJ-- W I- — ;2" NOTE: CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED DATE: 05 / 22 /19 CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND TYPICAL LVL BOLTING/NAILING MAKE MODIFICATIONS AS NECESSARY TO PROVIDE SCALE: 1/4"=1'-0" r-- © MULTI 1 3/4" BEAMS COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED. F DRAWING #: \ THESE PLANS AIKE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 IVPh WIND ZONE A7 - 9 to d) NOTE: `f' CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED v CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE MODIFICATIONS AS NECESSARY TO PROVIDE C5 COIMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED. —J �, N W O • £ L CO O n PROPOSED ADDITION co �_ -E N 2X I 0 SOLID BLOCK GY n/ 3 BAYS a) 4'O.C. l..t= • > 0 Cr)f (3) 2X 10 S) Uz >- Ln I::.. .. ..:..:. ... :.. 1::::. 1 �.::,:;.. . s::... ...::: ....,:.:. . ..... :..:..:.� I POST I H2.5 TYPICAL E CH RAPER —I 1 I I r (SEE DTL. A) Cl) (n W S4 z I I I I S4 W p .oT I u I I I — V©, O z w O �v o Io I ow I Cl W Z ~ F— alk O w Q p 1Q117 — O J / PROPO�E� DORMER ADDITI�N / Q 0 O LU -I- CC W I _� (EXTEND RbCP TO MEET REAR GABLE) >- Z < H2.5 TYPICAL EACH RAPER I C .- I \ 7 \ (SEE DETAIL A) — m W d) O0) rY0) 0) CO X 4X4 I I H2.5 TYPICAL EACH RAPER Z W a- H N N N- I I X POST N � � (SEE DTL. A) g O � N �ch — - - �. — � - - - - - � W M = ti O� O 2X8 SOLID BLOCK 3 BAYS @4'O,C. • - - - v V�Jv� pp� 2X8 R: -TERS @ 1¢„O.C. pp zf. / § / _ 1= co (BELOW !ST. ZIDGE) co x (1) 1 3/4"X 11 lI/4' LVL R GE �' w Z N a E (1) 1 3/4"X 1 ' 1/4" LVL R DGE ,L O O POST .. / (BELOW EMS . RIDGE) EXISTING POST U_I �Lh / >1/ o _ — — — �s m� POST EXISTING POST p p in z RIDGE Li('i —' RIDGE LINE (� in z c9 X _ — c9 J M Q CV I EXISTING [POST N - } ROOP POST 4X4 EXISTING + imp 1 POST _ / GOOF — \ POST - - - - - 0:.'.. \ W 1 4" LVL RIDGE POST I (2) 1 3 4"X 1 1 1 4" LVL RIDGE -� (2) 1 3/4 X 1 1 / / / 2X8 SOLID BLOCK MIMI CO 3 BAYS @ 4'O.C, BRICK CHIMNEY Pm NE LOCAT — - - - - - - - • I-.(DEINMOWLISH EXISTING)ION ` Cl) 1 0Z C�EASTING ROOF �( IW 2X8 @ 16AO.CFTER 2@812A0.C. N . \ @812A0.C. v @816A0.C. 3 Q a Z (LAP & ALIGN 2X8 RAFTERS @ 12"O.C. �' (LAP & ALIGN ICCCa TO EXISTING, (LAP & ALIGN TO EXISTING RAFTERS, TO EXISTING, 2 S2 & ADD RAFTERS & ADD RAFTERS FOR 12"O.C.) & ADD RAFTERS G A 6 FOR 12" O.C.) FOR 12" O.C.) kii re Q 1 L A Ce ILI H LL D i lil' 0 LL Idill .2® O 7-0" 7'-0" ir 28'-0" _ 7'-0" 7'-0" PROP. ADDITION / (+/-) EXISTING (+/-) EXISTING (+/-) EXISTING / PROP. ADDITION / ® O Alk CO W LU O -J W a I- PROPOSED DATE: 05 / 22 /19 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" 1/4" = 1 '-0„ DRAWING #: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION/ 140 MPH WIND ZONE A8 _ 9 lii _. -__. - -._-.__ .-_. __-.. - __- -. .. ___ -._____. _ -___._. ____. _ __- I «� ___.. n^r-7R © 16" 0.C. N BEAM & STRAP D n s 0- LSTA © EA. RAFTER °°°° :I/ 21"END �s:�� • • v l tf�cz 1v H2.5 ® EA. RAFTER o DISTANCE ° Q °e°e _J_I ° � LlJcL) 0 ° ° U U-- O 0 (°44,44400o TOP PLATE °° ° o °• °° f� SL ' C.- - RIDGE BEAM 2)16d COMMON s N / NAILS 6 O.C. ° ° c6 D LO\..-- / k1/41ilk __ l�—� SIMPSON CO ` NOTE. HTT5 (� _� O ' \ RIDGE STRAPS ARE NOT REQUIRED o Q E WHEN COLLAR TIES OF NOMINAL 1x6 ^ z OR 2x4 LUMBER ARE LOCATED IN THE v � UPPER THIRD OF THE ATTIC SPACE ° AND ATTACHED TO RAFTERS USING DECK JOIST & 5)10d NAILS EACH END '.111W co ® AFTERTO PLATE CONNECTION SCALE: N.T.S. z IDLE BAND STRAP - a i-: eR SCALE: N.T.S. H t • " (A 4. 44.... . co 0)4 ° • •11 v A. ° . ' • 4 Z O a IX 0 NUMBER OF NUMBER OF NAIL SPACING c CORNER STUD HOLD DOWN JOINT DESCRIPTION COMMON NAILS BOX NAILS SCALE: N.T.S._ LLI ROOF FRAMING J BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-I Od EACH END RIM BAORD TO RAFTER (END NAILED) 2-16d 3-16d EACH END Q WALL FRAMING --, a �� V) Q Ui TOP PLATES AT INTERSECTIONS (FACE NAILED) j 4-16d 5-16d AT JOINTS 1/2" CDX SHEATHINGi� �i CONTINUOUS HEADER 2STUD TO STUD (FACE NAILED) 2 16d 2 16d 24" O.C. �i ® MULTIPLE OPENINGS Z ! ,HEADER TO HEADER (FACE NAILED) 1 6d 16d 24" O.C. ALONG EDGES VFLOOR FRAMING ��� , mJOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-8d 4-IOd PER JOIST ' av BLOCKING TO JOIST (TOE NAILED) 2-8d 2-IOd EACH END di I-- Fz BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-IGd 4-16d EACH BLOCK NAIL 8d COMMON EXTEND HEADER new NAILS ® 3" O.C. TO KING STUD N LEDGER STRIP TO BEAM OR GIRDER (TOE NAILED) 3-16d 4-16d EACH JOIST lob ® Z _JJOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-IOd PER JOIST IX BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST NAIL TOP PLATE QQ BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16d 3-16d PER FOOT 2- 5/8" ANCHOR BOLTS TO BTM. OF HDR. oar w/ 3 x3" PLATE WASHERS i 2 ROWS 16d NAILS Z ROOF SHEATHING 0 3" O.C. o WOOD STRUCTURAL PANELS . 4 OPENING DI W Lie RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8d I Od 6" EDGE/ 6" FIELD FOUNDATION - . G a ��,� H CO RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8d I Od 4" EDGE/ 6" FIELD a . ° ° W N •a ✓` .. Q J GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d I Od 6" EDGE/ 6" FIELD GABLE ENDWALL. RAKE OR RAKE TRUSS w/STRUCTURAL OUTLOOKERS 8d I Od 6" EDGE/ 6" FIELD a ° Um 0 GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 861 I Od 4" EDGE/4" FIELD a 0 J I- CEILING SHEATHING D o tJ GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/ 10" FIELD go ARROW WALL BRACING w mil WALL SHEATHING SCALE: N.T.S. l: U w WOOD STRUCTURAL PANELS -) W STUDS SPACED UP TO 24" O.C. 8d I Od 6" EDGE/ 12" FIELD W I 1/2" AND 25/32" FIBERBOARD PANELS 8d - 3" EDGE/ 6" FIELD a ~ 1/2" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/ 10" FIELD NOTE: FLOOR SHEATHING CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED DATE: 05 / 22 /19 CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND — WOOD STRUCTURAL PANELS MAKE MODIFICATIONS AS NECESSARY TO PROVIDE SCALE: 1/4"=1'-0" 1" OR LESS 8d 1 Od 6" EDGE/ I" FIELD COMPLIANCE WITh DESIGN PARAMETERS AS 'ILLUSTRATED. GREATER THAN I" I Od 16d 6" EDGE/ G" FIELD DRAWING #: { THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE A A