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0136 SEA STREET
/�6 z n r, ad � so � � � � oG� ��� l�,� s � a�I,� u�°� j TOWIt,OF B�RNSTABLE BUILDING PERMIT APPLICAT Map Parcel U� IF ''.'''_''d f``= `1t�STd �b Application A Health Division Date Issued /- �S r Conservation Division Application K V Planning Dept. Permit Fee A" I o ON Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address /,36 St& sfIIXL Village inn j S Owner RI11 P&Sskr- Address /3(0 Sea- ��• Telephone 16(0" q Oq- Permit Request C0nsf ru d 6L /2`X1V 3 SULSon r oony\ -�p 4c bn,tk c, e hn STrvcl n C©�Grt, (trS Square feet: 1 st floor: existing 936 proposed M2 2nd floor: existing —proposed l Total new �q2 Zoning District Flood Plain Groundwater Overlay Project Valuation 0 000. _Construction Type t,�00a �'ra✓ N C 2 . Lot Size M gqD ¢� Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 23 Historic House: ❑Yes X No On Old King's Highway: ❑Yes )dNo Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 93 Number of Baths: Full: existing 2 new Half: existing new Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing --new First Floor Room Count___ Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing 4New Existing wood/coal stove: ❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# r Current Use N'I d GI N ks'l Proposed Use 1�n 2S Id t41 cal APPLICANT INFORMATION -(BUILDER OR HOMEOWNER) Name n i Patel K'4MQn O y I LZ,, Telephone Number Address /S CU PWSS S�• License # CW820_?9 P0 023(00 Home Improvement Contractor# Email Q0J C a-65 Dow . CAn'1 Worker's Compensation # WC(.-Soo 5701q, 014010 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CertL SIGNATURE FOAAkg DATE r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. 4 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION . ,,FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL AL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. NAM�► Richard Y.Scab,Dire�or 16 Tom Pent',BuOdmg Camurissianer - 200 Mai Sftc4$yams,MA.02601 . . www.town barisb a ma as 4$ice 508-862A038 Fax: 508-790-6230 hro e �vner-M p anrxplete :and Sign 7Cis Secon 'If Using A Binder �-- r: A j m�'' 4Y- , as Q .of the subjxt property lII a31 rS Itr�.to WOt�_aOd. tl4S b aholl for: {Address Pool fends and alarms are tie:. onszl ' of the leant: Pools resP, aPP are.not to be.�lled:oi t� zed'&�f r;a fence_ installed and.alb final : inspections are:perflo- d and-accepted. . a tt 7 S73Ie OIWIIer SE Of 'gym .Q l a � /�►f . CA):� O_ t P Name'` PriutNane; Dates 30, �4,+ I fS•34 a .Coz l3 ' z4.o 128,40 1i i 12 r t ivay 1 s u to Se ; s3 / I Pot A 3 f3 M i I Zo.t C Mac CA p i ?Q d. Jowula to on .i s..'•toca-ted a& Nt nc ; I 41won. and. irze 4 Vw- ae tback, Top te,�wE&emeyZ& of •the.gown of - i3aan�.tab•Ce. I)ate 12-3-97 Site Clan. o Xand in. hLfan► -A, rA got R4 omah 6etng •lox 6 as Jww►z on a ptc,,s done iot Annie ld.. gea&e in 9-9-40 b y 13 & K Rev a wn4 ate on ► M/ t �caLe 1 "-30 Ja& 11-14-a7 9 L,1 Cane ►uineet�nq 49 .kd� opt I�oad Ygann is, M 02601 H 224a M V C � D ET S Y S T E M S° The Original. v N Testing . J 1' el �; U/pl ' ft Vert 'ica I i r Bigfoot Systems Inc 6750 Highway 3,Martin's Point TP 1-800-934-0393 www.bigfootsystems.com RR#2,Mahone Bay,Nova Scotia PH (902)627-1600 EM info@bigfootsystems.com Canada BOJ 2E0 FX (902)627-1700 ANALYTICAL SERVICES Testing of Bigfoot Systems® Footing Forms Vertical Uplift Conducted By: PSC Analytical Services Mechanical Testing Services Group PSC Project No.: 02-03825H Client: F&S Manufacturing Inc, R.R.#2,Mahone Bay,NS Date: Apri130,2002 Scope: - The purpose of this testing program was to determine the amount of force required to pull a Bigfoot Systems®Footing Form(The System)vertically from the ground. Previous testing has shown that do to equipment limitations the footing system could not be moved when installed at the proper depth. Therefore in this testing program The Systems were backfilled to a depth that would allow the system to move, The data collected could then be used to calculate the theoretical loads that would apply to a system which had been installed at the appropriate depth. Test Article Description: 1. 24"Bigfoot Systems@ Footing Forms with 8"Construction Tube 2. 24"Bigfoot SystemsS Footing Forms with 8"Construction Tube 3. 24"Bigfoot Systems®Footing Forms with 10"Construction Tube 4. 28"Bigfoot Systems6 Footing Forms with 12"Construction Tube 5. 28"Bigfoot SystemsO Footing Forms with 10"Construction Tube Installation: The cardboard construction tubes were secured to the footing forms using six one inch wood screws equally spaced around the circumference. The Systems were placed in a trench,approximately three feet deep,on undisturbed soil. The Systems were then backfilled in approximately 18"lifts,tarnping between each lift. Figure 1 attached schematically shows the test set-up. The soil on which The Systems were placed and. the material used for backfrlling consisted primarily of a sandy loam with some stone. Table I:Installation details. System Description Tube Length Above Ground Below Ground Total 1. 24"Bigfoot 8"Tube 11 inches 25 inches 36 inches 2. 24"Bigfoot 8"Tube 10 inches 28 inches 38 inches 3. 24"Bigfoot 10"Tube 10 inches 29 inches 39:inches 4. 28"Bigfoot 12"Tube 9%inches 31 inches 40%inches 5. 28"Bigfoot 10"Tube 8'h inches 25'/:inches 34 inches* _ Page l of 4 200 BtUEWATER ROAD,BEDFORD,NOVA SCOTIA,CANADA B4B t G9 TEL(902)420-0203 FAX:(902)420-8612 � The concrete was poured directly into the Systems from the concrete truck in.lifts of approximately 24 inches until the construction tubes were:completely filled. The concrete was rodded approximately twelve times between lifts. Four pieces of rebar were inserted into each System with an eye being inserted into the top of the column. i The concrete used was specified to have a compressive strength of 3500 psi and was a mixture of%inch crushed stone aggregate,standard sand,and type 10 portland cement. The concrete had an approximate slump of 3. Testing: The concrete was allowed to set up for over a week and then the load tests were conducted. A vertical force was applied to each of the above footing systems using a portable hydraulic ram as shown in Figure 2. The load was measured and recorded using a 50 kip load cell with digital data acquisition capabilities: Results: The loads required to pull the systems from the ground are given in Table II below. Table H:Load Measurements System Description Load Obtained r Obs) x 1. 24"Bigfoot 8 Tube 5700 2. 24"Bigfoot 8"Tube 6100 3. 24"Bigfoot 10 Tube 6100 4. 28"Bigfoot 12"Tube 6600 5. 28"Bigfoot 10"Tube 5200 { Verification: THIS IS TO CERTIFY THAT THE ABOVE TESTING WAS PERFORMED ACCORDING TO' REQUIREMENTS SET FORTH BY THE CLIENT AND PSC ANALYTICAL SERVICES INC.IN A MANNER CONSISTENT WITH STANDARD PRACTICES. rA �QIOFESSION� ► MCL r toy 6710 Verified,By: JeffS.McLeod,P.fing. Manager,Mechanical Testing Page 2 of 4 1 t,. RO w 0 A C t 1 w 8" 811 10" 12" 10" Ora y \ \ \ a' �'� \�\ BF 24" BF 24" BF 24" BF 28" \\ \\ \ \ \ \ Undisturbed Soil \ \ \ \ \ \ \ \ i _:yam...•. ". i mot._ ,: � �t � -� •�J t �.�. i fj r.- .wa ^5r _ r i i _ = mot . a.. Alt, ice' ��„ �FF""'"'���' ���• j: .a�T,. kt �°. %*t / lIf TABLE BFS-T102 UNITED STATES Allowable GravitwLoads on BIGFOOT Systems®Footing Forms Models BF20. BF24.OF28 and BF36 Soil Description Allowable Soil Model BF20 Model BF24 Model BF28 Model BF36 Bearing Allowable Allowable Allowable Allowable Pressure Loads Loads Loads Loads sf(kPa) Ibs kN Ibs kN Ibs kN Ibs kN Clay,Sandy Clay,Silty 2000 4364 6283 8560 14134.50 Clay and Clayey Silt (95.76) (19.4) (27.9) (38.1) (62.82) Sand,Silty Sand 3000 6546 9425 12840 .21201.75 Clayey Sand Silty (143.64) (29.1) (41.9) (57.1) (94.23) Gravel,and Clayey Gravel Sandy Gravel or 5000 10910 15,708 21400 35336.25 Gravel (239.40) (48.5) (69.9) (95.2) (157.05) Sedimentary Rock 6000 13092 18,850 25680 42403.50 (287.28) (58.2) (83.8) (114.2) (188.46) Crystalline Bedrock 12,000 26184 37,699 51360 84804.75 574.56 116.5 167.7 228.4 376.91 �4VF�FSS!a eL� t\ y4. ATE(,p W aL K.D� tiFCC!ii7 fo 6784 of E Of n0� ti Notes: I) The allowable gravity loads shown meet or exceed the requirements of the Canadian National Building Code, Section 9.4.4.1. 2) Minimum concrete compressive strength shall be 3000 psi(20.7 MPa)at 28 days. 3) Calculations are in accordance with CSA A23.3-M77 which'is equivalent to AC1318.95. 4) Gravity loads include only dead loads(weight of construction materials)and service loads such as snow loads and rain loads.Pier design and their ability to resist lateral and uplift loads is beyond the scope of this table. S) Piers requiring design for earthquake loads shall be designed by a qual f ed Professional Engineer. 6) Maximum lift when pouring concrete is 16"(4a 6 cm) 7) Allowable loads shown are for use in the U.S.and are based on soil bearing pressure values provided by BOCA. Canadian users should refer to table BFS-T101,(Canada). 8) Bigfoot Systemsj*Footing Forms are not intended as a substitute foundation system for the full foundations commonly used under residential housing unless they have been designed to do so by a qualified professional engineer. fE.rAstOA, o � a� CL U 6784 '�A, SCE OF NO"" ~ � 'AVVCGuide to Wood Construction in High WindAxeas: 110 mph Wind Zone Massachusetts Checklist for Co ce (780 CNIR 530 .2.1.1)1 Check � Compliance 1.1 SCOPE ` Wind Speed(3'sac.gust).................................................................. ................................................110 mph ' Wind Exposure Category................................................................... .............................................................B 1.2 APPLICABILITY - Number b;Sb�hen(am-oYwhich exceeds 8in12 slopemhmUbaoonsideoodmotory) .L stories <-2stoham ' Roof Pitch .......................................................................... 2) .......................................... 5 :5121 Mean . � ^ (Fig 2)................................................_12 ft :5 33' _v� ~ Building VMdth\VV ..............................................................(Fig 3)............................................... _q_ft :5 87 _ Building Length,L ..............................................................(Fig 3) ft 89 ' Building Aspect Ratio(UVV) ...............................................(Fig 4)................................................ . Nominal Height of Tallest OpeninQ2 ...................................(Fig 4)..............................................._Ve..:5G18^ 1.3 FRAMING CONNECTIONS ' General compliance with framing connections...................(Tmble 2)-...-..-.-..-..-.--.--------.-.. 2.1.FOUNDATION ` Foundation Walls meeting requirements of78OCK0R54O4.1 - Concrete.............................................................................................................................. . Concrete Masonry.................................................................... ............................................................... � 2.2ANCHORAGE TO FOUNDATION1.3 � ' 5/8'Anchor Bolls;imbedded or 5/8"Proprietary Mechanical Anchors asmmafternativein concrete only � Bolt Spacing-general.........................................(Table 4).............................................. tt in. _x/_ ^ Bolt Spacing from endfjoint of plate ............................ .................................... 6in.gG^-12" . Bolt Embedment-concrete........................................(Fig 5)................................................`10 in.2:7~ � . Bolt Embedment-masonry........................................ ........................ , Plate Washer...............................................................(Fig 6)..............................................a3^o3^x*4- 3.1 FLOORS � , Floor framing member spans checked............................... 780CMR Chapter 55)-.------.--.--- " Maximum Floor Opening 0hnansion..................................(Fig 8)................................................. 0_fis12' ' Full Height Wall Studs at Floor Openings less than 2'fnom Exterior Wall(Fig G)....................................... , Maximum Floor Joist Setbacks , Supporting Loodbaanng Walls mrGhsomxaU................(Fig 7)................................................... »r ft sd ^ Maximum Cantilevered Floor Joists ' Supporting Lmmdbamhn0 Walls nr8haanwadL--.--. ................................................... ft :5d ^ Floor Bracing at Emdma|ls...................................................(Fig 8).................................................................... ' Floor Sheathing Type ........................................................(per 78OCMR Chapter 55)................................... ^ Floor Sheathing Thickness ................................................(per 70OCK0R Chapter 6S) ---- ^ Floor Sheathing Fastening..................................................(Table 2)- a d nails at_ (ajn edge/_��infield 4'1 WALLS , VVaU Height . ' LomdbeahnQ walls........................................................ 1D and Table 6).......................... ft g1Or ' walls................................................(Fig 1D and Table ..........................._]Lftg2T _v�. ' Wall Stud Spacing ........................................................ and Table 5).'---_--J@Lhn.:524^o.c. ' Wall Story Offsets - ---.--'_-.-(Figm7&8)..........................................._0_ft :5d 4.2 EXTERIOR WALLS3 � ^ Wood Studs ' Lomdbaahng walls........................................................(Table 5).............................nx L- ft in. / ^ Non-Loadbearing (Ta�m5)---'-----'''2m��_- �� �_ _h� � -_- , Gmb�EndVVmU�na�nQ, , Full Height EndmmD Studs............................................(Fig 10).......... , WSP Attic Floor � ' -`p------ not used)-'------'' g ^^/...............................................u_'^~~~^^ . and 2x4 Continuous Lateral Braoo@ 6 ft.m.c'-(Fig 11)............................................................. . or1x3ceiling furring strips @ 16"spacing min.with 3o4blocking @4ft.spacing in.end joist or truss bays_,/� ` Double Top Plate � ^ Splice ----' ..................................... ^ Splice Connection(no.of18d common nails)''_-''(Table 60---'— _---''-'''''— ---- � . ! --_ A WC Guile to Wood Construction in High Wind Areas. HO mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)t Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fables 7).......................................................L Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Table 8)....................................................... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. / ft in.s 11' r/ Sill Plate Spans ........................................................(fable 9).................................. ft in.<_11' Full Height Studs (no.of studs)...................................(fable 9)................................................... .... _rL Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) e ............................... able 9 .................................. 6 ft ( in.512' ✓Header Spans ....................... R ) • Sill Plate Spans...........................................................(Table 9)................................. 6 ft 11 in.512" Full Height Studs(no.of studs)...................................(Table 9)........................................................ 3— Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ..............................................................................:45 6'8" e� SheathingType.............................................(note 4)..................................................... W s P le Edge Nail Spacing .................... able 10 or note 4 if less Field Nail Spacing (fable 10) /Z_in. 1( Shear Connection(no.of 16d common nails)(fable 10)......................................................4 Percent Full-Height Sheathing......................(Table 10).................................................... % 59/6 Additional Sheathing for Wall with Opening>6V(Design Concepts)....................62'� _ Maximum Building Dimension,L Nominal Height of Tallest Opening2........................................................................bps SheathingType.............................................(note 4)..................................................... Wks P Edge Nail Spacing.........................................(fable 11 or note 4 if less).......................�(_in. �— Field Nail Spacing.........................................(Table 11)................................................ 17- in. Shear Connection(no.of 16d common nails)(Table 11).......................................................-136 Percent Full-Height Sheathing ... able 11 .................................................... Is % 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)....................Z3 Wall Cladding Ratedfor Wind Speed?.............................................................. ........................................................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span_ �ol,see BBRS Website) �L Roof Overhang ...................................................(Figure 19)............. _smaller of 2'or U3 „ Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(fable 12)............................................U=. l plf JL Lateral.............................................(Table 12) L==plf _ ............................................ Shear..............................................(fable 12)............................................S=_(plf �L Ridge Strap Connections,if collar ties not used per page 21... (Table 13)...............................T=J.51 Of _J Gable Rake Outlooker.........................................(Figure 20)............. 1_S ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors • Uplift................................................(Table 14) U=4-1 lb. V . ............................................ Lateral(no.of 16d common nails)...(Table 14).......................................L=Z _Ib. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 an9) ............ _� Roof Sheathing Thickness......................................................................................... E in.>_7/16°WSP �L Roof Sheathing Fastening...........................................(Table 2)............................... ........................WS P Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. I AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(78o CMR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment fi MUMS n u t. n .. u ■a u n n u n l/ tt O tl tl tl tt■■ ■1 6S It 11 IL= t1 11 N 0 A it i z It Ir g 1 g .1 n ■i ii 4 _ i/ ■t t1 ■r 1 j 7t /� ■ Q 1■ ■r f. 17 J 1 Jt f1 _ N 11 rl J 11 1 t 1 1 MULSPACM 1 1 See Detail on Next Page Vertical and Horizontal Mailing for Panel Attachment -A WC Guide to Wood Construction 1n High Wind At eaao 110 mph Ifind Zone Massachusetts ChecklistfOr CO Ba ca(780 CMR 5301.2.1.1)1 y t a r r i r r t■ r r � ■ r r ■r �� ■ r ei rF ' ■ r tr r _ � ' �411ARN6�N ■ Z � r r r r ■ ■ r '_* UM PATIEM y P� P ED6E t� MME MA&EDGESPAt M UML Detail Vertical and Horizontal Nailing fbr Panel Attachment REScheck Software Version 4.6.1 Compliance Certificate Project Hassler Residence Energy Code: 2012 IECC Location: Plymouth, Massachusetts Construction Type: Single-family YP Project Type: Addition 1 Climate Zone: 5 Permit Date: i Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 136 Sea Street Paul Romanovicz Hyannis, MA 02601-4570 Romanovicz Enterprises, LLC 15 Cypress Street plymouth, MA 02360 508-326-7077 paul@abspaul.com Compliance: 6.0%Better Than Code Maximum UA: 50 Your UA: 47 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 r i "x%Z R #S' �libT' £ + 'P $i,A y�..k333HH£3 S • tlA} a.' i,�t • .. x • -77 Ceiling 1: Cathedral Ceiling 210 38.0 0.0 0.027 6 Wall 1: Wood Frame, 16" D.C. 96 21.0 0.0 0.057 4 Window 1: Wood Frame:Double Pane with Low-E 24 0.290 7 Wall 2: Wood Frame, 16" D.C. 128 21.0 0.0 0.057 4 Window 2: Wood Frame:Double Pane with Low-E 24 0.290 7 Window 3:Wood Frame:Double Pane with Low-E 12 1 0.290 3 Door 1: Solid 20 0.310 6 1 Wall 3: Wood Frame, 16" D.C. 96 21.0 0.0 0.057 5 Floor 1: All-Wood J oistfrruss:Over Outside Air 192 38.0 0.0 0.026 5 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 2012 IECC requirements in REScheck Version 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Pw I P.oM&rnoyi U I(n&no o Lir Q S-2b-2o is- Name-Title — Signature Date Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Pagel of 8 I - I 'REScheck Software Version 4.6.1 Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the l4 building envelope. []Not Observable ❑Not Applicable ; 103.1, ;Construction drawings and ❑Complies 103.2, !documentation demonstrate - ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate :compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling Cooling: Manual J or other methods Btu/hr Btu/hr :i❑Not Observable approved by the code official. ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 2 of 8 2012 IECC Foundation Inspection Complies? Comments/Assumptions 303.2.1 A protective covering is installed to ElComplies ; [FO11]2 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in.below ❑Not Observable; grade. ;❑Not Applicable 403.8 Snow-and ice-melting system controls tlComplies [FO12]2 installed. ;❑Does Not V ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) J 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 3 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRl1 ] ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). :❑Does Not ;table for values. 402.3.3, ❑Not Observable 402.3.6, 402.5 I ! ;❑Not Applicable [FR211 303.1.3 ;U-factors of fenestration products 9 ❑Complies ; [FR4]1 are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not ,instructions. ❑Not Observable []Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable ; limits. 402.4.4 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not t8J and labeled to indicate s2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are ; R- ; R- ;❑Complies ; [FR12]1 :insulated to>_R-8.All other ducts R_ R_ ;❑Does Not m unconditioned spaces or ; 1 outside the building envelope are; ❑Not Observable !insulated to>_R-6. ; ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies [FR13]1 !air handlers,and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not +,9 ❑Not Observable J ❑Not Applicable 403.3 HVAC piping conveying fluids R-. ; R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to>_R- {# 3 ;❑Not Observable ❑Not Applicable 403.3.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 'piping. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.4.2 Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 >R-3. ;❑Does Not u ;❑Not Observable ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 4 of 8 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not l; intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 5 of 8 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.11) 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;,Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ; ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.7 !manufacturer's instructions,and ❑Does Not [IN2]1 ;in substantial contact with the :underside of the subfloor. ❑Not Observable 1 ❑Not Applicable ; 402.1.1, :Wall insulation R-value.If this is a: R- ; R- ;❑Complies :See the Envelope Assemblies 402.2.5, 1 mass wall with at least 11/2 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 'exterior,the exterior insulation ; ; requirement applies(FR10). ❑ Steel ❑ Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not l ; ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 6 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, 402.2.E ;❑ Steel ❑ Steel ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 :Blown insulation marked every 300 ftz. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies [FI3]' ;insulation >_R-value of the ❑Does 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 ❑Not Applicable 403.2.2 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 I cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ❑Not Observable :tests,verification may need to ;❑Not.Applicable ;occur during Framing Inspection. 403.2.2.1 ;Air handler leakage designated ❑Complies [FI24]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not eJ ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies (FI10]2 on heat pumps. ❑Does Not 0 ❑Not Observable ; ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [Flll]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 404.1 j 75%of lamps in permanent ❑Complies ; [FI6]1 :fixtures or 75%of permanent ❑Does Not ;fixtures have high efficacy lamps. ❑Not Observable Does not apply to low-voltage ;lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 7 of 8 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. -]Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not OJ [-]Not Observable ; ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. IE]Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1), 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hassler Residence Report date: 05/26/15 Data.filename: C:\Users\Owner\Documents\REScheck\Hassler Sea St.rck Page 8 of 8 2012 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Window 0.29 Door 0.31 .. Heating System: Cooling System: Water Heater: Name: Date: Comments r f Massachu9ptts -Department of Public Safety Board of Building Regulations.and Standards Unrestricted-Buildings Of any use group which Construction Supervisor Contain less than 35,000 cubic feet(991M )Of License: CS-062079 -s.. enclosed space. PAUL J ROMANOYICZ `-_ 15 CYPRESS ST PLYMOUTH MA 02360' JJjr . Expiration Failure to possess a current edition of the Massachusetts Commissioner 11/01/2015 State Building Code is cause for revocation of this license. 1 For DPS Licensing information visit: www.Mass.Gov/DPS Office or Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: — e IMPROVEMENT j.; 9 131732 Type: Office of Consumer Affairs and Business Regulation F!Expiration: 4/23/2017 LLC 10 Park Plaza--Suite 5170 It = = _ Boston MA 02116 ROMANOVICZ ENTERPRISES LLCM PAUL ROMANOVICZ''ti=*` � 15 CYPRESS ST l PLYMOUTH,MA 02360` s Undersecretary Not valid withou sig ure r rA Deparfinerd affndurtrwAcddentr Office oflnvestigafions 600 W'ashbvtoa Street Boston,MA 02M - ' ,www.mrar�govl�ra � ' Workers' Compensation Insurance AfIdavSL--Btffders/ConfracforsMecfricians/Phimbers PRcarrt Infoln m inn Please Priarf Y,e�-b ' Namec � �: Roma.nortcZ ���C�ar�se �L. C. ChYr/strz>p: QI pi A O'M O Phone F.7f u an employer?Chrck fhe appropriate b= • [7- pe of project(required); am a e�ploper wi��_ 4. Q I am a geveral cam and I =pInyees(fnll and/or put 6m)-* have hnzd$�e sob-co�rac6�s ❑New cmdruc m . am a sole proprietor or partner- Iisfz;d one affarl�ed sheet ❑Raaodrlmg sbip and have no employers These s haver �l) D 33b wol�g forme in-anp capacity, employers andhave vvatice�s' LNowor3='camp.moranco �,inmrrM=t Bmldmg addition.S-UWe are a corporation and its ]Elccfrical airs or additions �1 � 3•[(I sm ahameowner doing aU wadc officers have exercised their ILQ pbmbingnpairs or eddifions mpsrl£DTO workers'camp. . right of M per MCL ��Rnof repairs , insm-mc a req�rd-j t M L52,§1(4),and we have no =ploys •[No wads' 13•❑aver CMMP•i0=2ce requi-Md-j !Any appH=ntthat chcr m box#1 most also fin onztthe e=t=bobs shewmrffi awo6•a'campeamdoo;policy mimm29mn, tHnmeownea who sobmittbfss$dovkhuiratmg8neyaxndoingaIIwa&=dthmhite=fsig faamnstsobmitancppafadav$iadir ngsneh �Coat�$t�ebec3cthis boxnmstai�ched en additimmi sbmtshowiaePthe nsae ofthe sab- s nerd state whcfhaornotthose entities have . =mPIopccs.Ifthc soh-CMAMLdnns hm=PIUY=36 O=1 mqxtAMYidm fficir V'da'camp-Porky m=bcr. i I am art anplayQ the is prosridnzg7workcrs'corrrpaLsaYianstce for my r�IaYers: $elate it the poTuy and job site . rn¢orzrrativn, - �- r Insmm=Company Name: 5$Q(� kA Ef Yl J r SU ra n Policy Or solf-ins.Lie. 201q A FxpiraticmDatz: I 1 -25'-20 I S rob site Addmss: e b Sea MA Attach a copy of the workers'compensation policy declaration page(showiag the policy munber and cxpiratian date). Fmb:rrc to secure coverage as rcgaurd under Sectim25A afM3L m 152 caa Icad.to the imposition of r=;min l peaa Weg of a fma'op to$1,500.00 and/or one-year imprisonm cut;as well as civ Z penalties k the form of a SMP WORK ORDER and a foe of np to$250.00 a dap against the violator. Be advised that a copy of this stat=ntmay be E wardad to the Office of Iuvesdge inns of the DIA for insaamce coverage vaEcaii= I do hrarhY cctfy=der the paars and peaalties ofpm jm y that the rrzfm=atron provided above is&rre and cured s' ou�Q Date: Phone lb 326-J0'I D F nly. Do not(write in this area;to be conrplded by c itty or town aChy : ority(cudeoneealth 2.B�n1dmgDcpartmcut 3.CitylTaWtt Clrrk 4.EIecttiral7asper#or 5.Phcmbinglnspector on: Phanc 0. Information and In.strrtxctions ?. Mkssachuse#fs Gemmal Laws chapter M aem�Ioyess to provide wca='compeostiam fmr the employees. Pm this ststafe,su m ploym is defazed as a..every person.m ffie service of under say conLact of hire, ealusss or implied,oraI or wrheu n An,,Vbya is defmad as"an iudividual,pmtnexship,assodafioa,corporation or other legal ar f,or any two or more off ftegamg engaged is a joid M&WPdses andmrbdmgtiie legal Lcix eataf. W oft deceased employer,or&e recotvar or trustee of as inffividual,•.Part�,assoddion or otherlegal ejdity,employing amployem However the owner of a dwellinghonse hmvingnotmmre than free apartcneuI and whD resides fberein,ar the occapsat ofliC- dwaIlmg bDwr,of another who employs pcm=to do maiatmmice,conskmccd n,or repair wolic am sash dwelling house or an the grounds c r bml mg antffierefo sh&Unotbecrose of such a mployment be deemed to be an employer." MGL chapter 15Z,§25C(�also sfai�s that aeverystafe or IocaI�r�agencyshalI witbiiold$e issuance or renewal of a license or permit to operate m bushiness or to construct buildings In the commonwealth for any applicantwrho has not produced acceptable evidence of edmpli-m.ce with the msuranca coverage required.." Additionally,MGL chapter 152,§25C(7)stairs-Neither the ccmmcmwealft nor fiy of its poIiticel subdivisions shall cuter info any cac t and for the perfoonanc a ofpubhr,wo:kuLtI acceptable evidence of conzHEMcewith the insm- ce. regtmemMtS ofthis cbaptrrhave beenpreseatedia the Fading atxiouty." Applicants Please fill oat the work='compensation affidavit completely,by rig the bm=that apply to your situation and,if necessary,supply sub-cordract=(s)n=gs). addresses)and phone nnmber(s)alongwhh.tbcir cmtrEicate(s)of Jnmzanca. Lm ifod Liability Companies(LLG')or Limited Liability PmInmships(LIP)withno employees other than.the members or pmft s,are not regoimd to corny wads'campensafian insurance-insan If an LLC or LLP does have employees,apolicy is requited. Be advisedthatihis affiftyitmaybe snbmitted to the Departnmt of Industaal Accideds for cmfnnatim ofiasunmca coven gm Also be sure to sign.and date the affidavit The affidavit should be retuned to-Le city or town that the applicatiom for the peonit or license is being requested,not the Deparimenf of ` Indnstd;vl Acddmits. Shouldyon have any quesliaas regarding the law or ifyou are regaimd to obtain a worl=s' camipe asaiion policy,pleaso call the Depadmeot at fhe number listed below. Self-fi=iaci companies should enter their self-insurance license number an the appropriate line. City or Town Offia-LIs z . Please be sure fat the affidavit is cm gilete and priced IegIly—The Depmlment has provided a space at the b-ffwm of the affidavit for you to fib out in the event the Office offivestigations has to contact you regarding the applicant Please be sore to fill in the peunWHcease munber which wM be used as a reference mbar. In addition,an applicant that mmst sabndt mulfiple parn* lic=se applitctions in any givecn year;need only sabmit one affidavit indices cent policy fi ffim nafiacL(if n==ary)snd under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the•affidavit that has been officially stamped or madced byAe city or town may be provided to the applicmt as proof that a valid affidavit is on file fin fuI permits or licenses A new affidavit must be filled obt each year.Wheao a home owner or eifrzan is obtaining a Hcrmm or pmmk not=IBted fo any business or commercial veat= (ie.a dog license ar pm:pk to bum leaves etc.)said pmson is NOT regmred to complete this affidavit The Office of hvesHgafi oas would like ten thank you in advance for yam:cooperation and shaald you have my questions, please do not hestista to give us a calL The Department's address,trlephane and fax number - - DcpadmmtGflid i Agents - Q�ice of xu.�estio� • �Stan S`5r� • Boston,M&02111 Ted,#617 7 -49 W czt 4€6 qr I-M-MASSAFE Fax#>~617-727-7749 Revised 4-24-07 - FIB 1 DATE(M M IDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 05/26/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: IF the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT G.H.Dunn Insurance Agency,Inc. PHONE FAX 64 FairhaMel Road Arc No Ext: (AIC,No): E-MAIL PO Box497 ADDRESS: Mattapoisett,MA02739 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Western World INSURED RomancMcz Enterprises LL Architectural Building Soluti INSURERB: AIM 15 Cypress St INSURER C: Plymouth,MA 02360 ' INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ��SUBR POLICY NUMBER MMI POLICY MMIDDIYYYY UMW Y EXP LTR A GENERALLIABILITY NPP8244428 12/01/2014 12/01/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO D COMMERCIAL GENERAL LIABILITY PREMISES Ea occuErr nce $ 100,000 CLA AS-MADE a OCCUR MED ENP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLES PER: PRODUCTS-COMP/OP AGG $ 2,000,E POLICY Z0. LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LNAIT IF a accident ANY AUTO BODILY.NUURY(Per person) $ ALL OWNED SCHEDULED BODILY ICU1RY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident UMBRELLALUIB OCCUR EACH OCCURRENCE $ EXCESSLJAB CLANS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION WCC-5M5014109-2014A 11/25/2014 11/25/2015 WC STATU- OTH AND EMPLOYERS'LIABILITY YIN T RY IMER ANY PROPRIETORIPARTNER/E?)EW IVE � NIA - EL.EACH ACODENT $ 500,000 (Mandatory in ER E1�Ll1DED? 500 000 (Mandatory in NH) EL.DISEASE-EA EMPLOYEE $ Hyes,describe under c�6 DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Bill Hassler THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 136 Sea St ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE � r ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD f Town of Barnstable oa THE Tp� Regulatory Services '►,o Thomas F.Geiler,Director BA szAs Building Division MAS& Tom Perry,Building Commissioner 019. ♦0 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 ro 08-790-6230 PPA roved: Fee: dv . Permit#: HOME OCCUPATION REGISTRATION Date: Name: au Phone#: Address: 3 6 Village: kat � Name of Business: lie q OF 10 2 -5 ~ Type of Business: //V Map/Lot:_ l/ L INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be. t included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the . dwelling unit. I,the undersigned,have read d ee with the above re fo home occupation I am registering. CD Applicant: Date:— b 49 _ Homeoc.doc Rev.5/30/03 TO ALL NEW BUSINESS OWNERS DATE: O' ,�.:_ Fill in please: APPLICANT'S YOUR NAME: USINESS YOUR HOME.ADDRESS: /_? Spa TELEPHONE Tele hone'Number Home - NAME OF NEWBUSINESSTYPE OF BUSINESS IS THIS HOME OCCUPATION?-'ES N.O. Have you been given approval from the bu'Idin division? YES®NO F ADDRESS OF BUSINESS H MiAP/PARCEL.NUMBER 7 When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of `Barnstable.. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first . you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St..-(co of Yarmouth Rd. Main Street) and you will find'the following offices: 1. BUILDING MM SSIO R'S OF This individua aspn in ed of mi equir ments that pertain to this type of business. _Adhor' ed Signa ure** COMMENTS: 2. BOARD OF H TH This individual as been in rm d of th quirements that pertain to this'type of busine s. thorized Sig re** -- D COMMENTS: 3.� CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual h een inf rmed o e I' si g requirements that pertain to this type of business. Authorized Signature** COMMENTS: - Business certificates (cost $30.00 for 4 years).. A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. -it does not give you permission to operate -you gust get that through completion'of the processes from the various r� departments involved. **SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY � n•rnnci ne�ai s��ne c.,r..,cnc..na,cf... .+nr Engineering Dept. (3raoor) Map 0 Parcel j — Permit# 17 a a House# - , Date IF40b Board of Health(3r oor)(8:15=9:30/1:00-4:30) ?� Fee ,9:Conservation ce(4th floor)(8:30- 9:30/1:00 arming Dept. st floor/School Admin. Bldg.) THE Defini ' e Plan Approved by Planqmg Board 19' n 1 o v -n L Q, S 1 ^ BARNSTABLE,0 f MASS. 1639. TOWN OF BARNSTE , B 'lding Permit Application �+ Project Street ddress = Village Owner U q 14 S O NA, A A, Address /R 6' 91!�q ST:-' '!� M N/ . Telephone 71q,Q 1 I Permit Request 1- L b+- 'G c " p First Floor square feet Second Floor a. square feet C nstruction Type GYI d r A t A p Estimated Project Cost $ ,SO� coo, Zoning District A S Flood Plain mo Water Protection f4 C Lot Size 67 v< I �s� Grandfathered ❑Yes J No Dwelling Type: Single Family)Jr/ Two Family ❑ Multi-Family(#units) Age of Existing Structure J4 e bf/ Historic House ❑Yes P(No On Old King's Highway ❑Yes j2vo Basement Type: ZrFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) O Basement Unfinished Area(sq.ft) �d Number of Baths: Full: Existing_1 New Z Half- Existing d New O No. of Bedrooms: Existing 1_New Total Room Count(not including baths): Existing C-) New $^ First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑Electric ❑Other Central Air ❑Yes 2No Fireplaces:Existing d New G Existing wood/coal stove ❑Yes o . Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) 44 ❑Attached(size) ❑Barn(size) O None ❑Shed(size) A ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# 1 q R 7" �--/fo MA Recorded❑ Commercial ❑Yes XNo If yes, site plan review# - Current Use VAL—A F\I, T Proposed Use Yj�� ,_/= S;i w.P / Builder Information Name 14(t q l4 $, KO t\A Rr�, Telephone Number Address I o S'�p�4 S`� License# n WN•2 14 d i.nE Ls Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS TROJECT WILL BE TAKEN TO SIGNATURE DATE B LDING PERMIT DEN ED FO HE FOLLOWING REASON(S) c FOR OFFICIAL USE ONLY t _ PERMIT NO. DATE ISSUED, 3�i _ . •� � - ;, - m _ - y = • ,.: r` :" ,�, v+ t MAP/PARCEL NO. ADDRESS. VILLAGE OWNER DATE OF INSPECTION: • t f t o iL t FOUNDATION FRAME 'INSULATION FIREPLACE ELECTRICAL: ROUGH 14 ' I "' FINAL PLUMBING: ROUGH FINAL - ! GAS:, ROUGH FINAL 1 FINAL`BUILDING DATE CLOSED OUT, ` ' - t i • • + c ASSOCIATION PLAN NO. { _�2L Ce-Q-, 0J 2.�C /� SI4Ij f fiOA OF`°B.ARNSTABLE BUILDING PERMIT PARCEL ID 307103 bROBASE ID 21792 ADDRESS 136 SEA STREET PHONE (914)241-7154 HYANNIS ZIP LOT j BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY PERMIT 27225 DESCRIPTION SINGLE FAMILY DWELLING (TOWN SEWER) PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PROPERTY OWNER Department of:Health, Safety -ARCHITECTS: - --- - - --, - - - -- - - . - , _ __ __ --and Environmental Services- -- - TOTAL FEES: $150.00 ��; pfrT j BOND $.00 t�2 CONSTRUCTION COSTS $50,000.00 � a Q� 101 SINGLE FAM HOME DETft0ifED 1 PRIVATE P,' BARNffrABLE, * I MASS. I -�P ED BUIL IVIS OI N BYY. I�__ DATE ISSUED 11/19/1997 EXPIRATION DATE k I T W� O�s`� �N5TABIs f --BUILDING PERMIT PARCEL. TD 307 103 CFO SE ID 21792 ADDP:ES�S 136;S&k ST IT r , PHONE (51.4)241 -` 154 f.: HYA N:T # t, .T L,OT. LOT STZE DAA" ..4: ..�EVELCPMEN DI art.RICT HY PERMIT A 27225 DESCRIPTION SINGLE FAMILY DWOLLING (TOWN S R.) PERMIT TYPY BUILD TITLE NEW RESIT3EtvTIAL LDG. PW De artinent of Health, Safety . CONTRACTORS: PIROPERTY ER P RCHITECTS I.. and Environmental Services dTAL Ox BOND . . '" . . . $,0o cat$.� � Qi► CONSTRUCTION COSTS $50.000.100 lot STINGLE .FAM- HOME . , H �, F D MA'S B' UI'LDI JAW I BY DATE ' T:SSUED 1 1/19%1991 EXP I RAT IOIV DATA I THIS`PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- `I GROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS:THE ISSUANCE OF THIS PERMIT.DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS:OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. . MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED"ON JOB AND. WHERE, APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE •REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION.. OCCUPIED UNTIL FINAL INSPECTION HAS BEENMADE., 4:FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS I'I I 2 2 2 I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ;I 2 BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL I. WORK:SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR-HAS APPROVED THE STRUCTION WORK IS NOT STARTED:WITHIN SIX- CARD CAN BE ARRANGED FOR:BY I` VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE.THE PERMIT IS.ISSUED AS . TELEPHONE OR WRITTEN NOTIFICA j TION. NOTED ABOVE. TION. BUILDING PERMIT ��, rn 38 •7 30. j ST►L -.. c�r i i L4'o 12840 •s� i 1 - ( s rn to i , > Sea f 1` Y18 3,74 4.4-S �1% ,3M i i � Pot C 4 4 ' I M He �; Linz 13z! oa %iz, foundation E4 tocated as , mt c. ahown and meet. the .j.,Aack -rap 76,11 't aqa i en& o the slo wn o - 13a�tw�.tab.Ce. ; date 12-3-97 e is Site Plan o f Xztd in Idyannice., M 9o�t Iduyh oma�t 6ea,nq tot .6 a1 ehown on a p.ta,% done ioa Anniz 14. 6eay.- in, 9-9-4o by 6 & K awati ona ante on Scate 1 "-30 Date 11-14-97 9U Cape Fngc cee�ix 4q �JatGo�t load :l yavu", rA 02601 MO 324M r V ' Tl�c• C11111111111r31'cult/r of:)t[rstuchusctrs Departllrclri'af ludustriul Accidents Office oflay=(917tloffs �y`js ii:{ _•�'.� 608 tf asllilrrrulr Sircer -� Bnsralr.Max r. dZ111 Workxrs' Compcnsntion lnsurnncc Afrida •it Allniic nt inini-nintinri Plczss PRINT'le�ilily"�— v ncmc• t�c.LA N ���� leaf �� � . lnc7:•inn• S7 Tf I nitnn• `"710' 7 E tc L• I am a homeowner performing all work myself. I am a soie proprietor and have no one working in any capacity I am an empiover providing workers' compensation form% empiovees`working on this job. ' t cmm�nn�• n rmt• ' ntitirrcc• cin rihnne 0* incur^nrr rn. nnlirr d i am soic proprietor. ;enerni contrncror, or homeowner(circle aizc; and have hired the contrlctors listed be:oW the "Oilowinc worker; compensation polices: cmm��rnc nnrnr• vV � �¢1Y i�'•c'-L' C (/ Te nitnne a• J Z 7S �7 4 ,., in ilr nrr n()-'/�7-A1,A -P ��f}T� nniict z! If/G 3� — iL cum^-n� ,nrnl dyJ•PY� .P d/e Q +� rtt� 1. --e N -F,'Y C/c-L Lo Incur ,nrr n b-' t ScUL l P-e k )-C'@ N`P•e.6 N a J+�e I®Nd' �^+/7++tniic�• /�/1 �l'y I Att�rlt atiditionai shtct ifnece_sary- �.r. •_.;4 ,�•"... .::."' r.�.. _.rr.....,r+.-.—�_w -•• - .are•C •..rV...� Fa,Iure to s-ecurr ctt�crzt a as requtreti nucr�ectron SA of NG:r 152 can iead to the imposition of crtmtnat penalties of a line up to SI�OU.UU anu;c. unc •.cars imprt.onment a. %%01 as civil pcnaitits in the form of a STOP NVORI:ORDER and a fine of S100.00 a dad•against me. 1 understand thc.t - cor� of this ,tatctncttt mn% be funtwarded to the Orrice of In%-csticzttons of the DIA for coverage verification. I do itercat• - t^. it tutti�r t/re ptritts altd peltaitics of perjurr that the informarion provided above is tr r urrd correct. Sic-atu _ Datc !l ��I 14 7 -- I Phone 9 'Z 7 5—& oRciai use uni� do nut��•ritc in dtis area to be tomplctcd b�•cirti•or totrn ofticiai t' �� Pet•rstit/Jiccnsc# r';tluiltlin_Department � cite nr tntt n: aLitensint: hoard _ (�iSeiectmen's Uflicr cneck iriminctiiatc resnunse is required r7llcatih ocrartmcnt - phone 0: �Uther ._ :cut;;; rcr.,ln: .. • TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. ,/1ATE .C Lo JOB LOCATION Number Street address Section of town _,/0 OME OWNER" f4 U q f-t S, p c� - l 7 g' ,�✓1 7q ��} Name Home phone Work phone - - PRESENt MAILING ADDRESS ,�_ Lt.ki o p� 1T. sco d s City town State Zip code ' The current exemption for "homeowners" was extended to include owner-occupi dwellinas of six units or less and to allow such homeowners to engage an in dividuaI for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person (sj who owns a parcel of land on which he/she resides or intends to r[ side, on which there is, or is intended to be, a one or two family dwellinc ,attached or detached structures accessory to such use and/or farm structure: A person who constructs more than one home in a two-year period shall not bE considered a homeowner. Such "homeowner" shall submit to the Building Off4 on a form acceptable to the Building Official, that he/she shall be respons_ for all such work performed under the buildinc permit. (Section 109.1. 1) The undersigned "homeowner" assumes . responsibility for compliance with the uilding Code and other applicable codes, by-laws, rules and regulations. he undersigned "homeowner"romeflwnEr certifies that he/she understands the Town of arnstable Building Department minimum inspection procedures and requirement: nd that he/she will compl with said procedures and requirements. OMEOWNER'S SIGNATUREInir LPPROVAL OF BUILDING OFFICIAL 'ote: Three family dwellings AS,, 000 cubic feet, or larger, will be required .o comply with State Building Code Section 127. 01 Construction Control. j HOME OWNER'S EXEMPTION . The code state that: "Any Home Owner performing work for which- &= buildinc permit is required shall be exempt from the provisions of this section (Section 109.1. 1 - Licensing of Construction Supervisors) ; provided that if Home Owner engages a persons) for hire to do such work, that such Home Own shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q, Rules and Regulations for licensing Construction ' Supervisors, Section 2.15) . This lack of awarenE often results in serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the 4nlicensed person as it would -With licensed-Supervisor. The Home " wner act_ as supervisor is ultimately responsible. ,. To ensure that the Home Owner is fully ,aware -of his/her responsibilities, ma Zommunities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On• th Last page of this issue is a form currently used by several towns. You may .,are to amend and adopt such a form/certification for use in your community. 1 : 30' I -4 i _ a .Coz ; ' r { 12840 ag o rA 12 � �� NOVsa N _ - oaq �d3,74 4.4-!_ s G>3 gM i .(At l { r - i i - t M Nc 'S1 5 � . r� o - - :oz-q Piz► - __..- __..... ._ -- I Fw� i 1"1 nC I • Src i - i s i I Site. Pam. o� .t' in 14Lfanni4.,. N14 90 t 1144h o*at 6einq •Cot 6 ad, shown on a pt n done a, d Olt Rnniz R. aeuatiOP14 ate on I �erLe 111-30 Date 11-1,1-q7 qt t Cap e r►ufi-i..�sepir i rcg i 4q kiatbo�t I?ocd kqa, riffs, M 02601 s • sd Aa.H-a i� . - � t � { �// '' I.�"I 7 ::':::::::::::::::::;....:::......... ::.": DATE(MMIDD/YY) ... ..::::..... .::.:.....::::::.......::::::::::::::::::.::...:.::::::::..:: :::...................................................................... 07 03 97 Mir.�1. ............................. / / PRODUCER::::............................................................................................................................ Leonard Ins Agcy,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7 Wianno Avenue HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 494 Osterville MA 02655 COMPANIES AFFORDING COVERAGE COMPANY 2080131 A Legion Insurance Company INSURED COMPANY Hugh S.Komar B 23 Lenox Place COMPANY C Mt.Kisco NY 10549 COMPANY D ........ ... ..:.:..::........................................................................:::.::......*.....:....::.:.......:....:..::::....::.....:...:::::............................:......::::::::::::::::::::::::::.;:::.. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM/DDNY) DATE(MM/DDlYY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE❑OCCUR PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT EACH OCCURRENCE $ FIRE DAMAGE(my $ MED.EXPENSE(my..P—) $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ...................................... ....................................... ....................................... ....................................... ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT AGGREGATE EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND X WC STATU- OTH- ::::::::: EMPLOYERS'LIABILITY ................................ EL EACH ACCIDENT 100000 A THE PROPRIETOR] INCL 500000 PARTNERS/EXECUTIVE WC2-0120416 03/31/97 03/31/98 c $ 100000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/SPECIAL ITEMS Contractor . . ..... .. C{�C�#G1.1«A'f1A............. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town Of Barnstable EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Hyannis MA 02601 AUTO D REPRES TATIVE M1 rUMq cj-5 t,5/001 CERTIFICATE OF INSURANCE ISSUE DATE 11-10-97 +--------------------------------------------------------+-------------------------------------------------------------------+ I PRODUCER 1THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS I I INO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND I I HAROLD H. WILLIAMS AGENCY INC. (EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 1 1 81 BASSETT LANE I I IHYANNIS MA 02601 ----------------------------------------------------------—--------+ 1 (508) 775-3366 1 COMPANIES AFFORDING COVERAGE 1 1 I-----------------------—---—-----------------------------------+ I ICO LETTER A MERCHANTS INSURANCE CO OF NH I I ----------------------------------------------------------------------- ---------------------------------=-------------------------1CD LETTER B I IINSURED +-------------------------=-----------------------------------------+ I STEVEN BELANGER ICO LETTER C I 1 D/B/A NO 1 FOUNDATIONS +------------------------------------------------------------+ 1 1141 Old Stage Road ICO LETTER D I I Centerville MA 02632 -----------------------—----------------------------------------+ I 1CO LETTER E ==_____=__= (THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD I (INDICATED-NOTWITHSTANDING ANY REQUIREMENT-TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFI- I ICATE MAY 9E ISSUED OR MAY PERTAIN; THE IN!WNCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS;EXCLUSIONS I LAND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 +--+----------------------------+-----------------------------+--------------+--------------+------,----------------------------+ (COI TYPE OF INSURANCE I POLICY NUMBER (POLICY EFF. (POLICY EXP- I ALL LIMITS IN THOUSANDS I ILT1 I (DATE (MM/DD/YY)IDATE(MM/DD/YY)1 i -----------------------------------------_----------------------+---------------+--------------+-------------------------+-------+ I (GENERAL LIABILITY I I I IGENERAL AGGREGATE IS600 1 IA I COMMERCIAL GENL LIABILITY I 8CMN278586148 02 1 06-14-97 1 06-14-98 (PROD-COMP/OPS AGGREGATE 1600 1 I I CLAIMS MADE X OCCURRENCE I I I IPERS & ADVER. INJURY 11300 1 1 1- OWNER'S & CONTRACTORS PROT.I I I (EACH OCCURRENCE 1$300 1 1 1 1 1 1 (FIRE DAMAGE(ANY ONE FIRE)IS50 I I I I I I IMED. EXP.(ANY ONE PERSON)1$5 I +--+------------------------------+------------------=---------+--------------+--------------+------------------------+---------+ I (AUTOMOBILE LIABILITY i I I ICOMBINED I I 1B I ANY AUTO I I I (SINGLE 1 $ 1 1 1 i 1 1 ILIMIT I I I ALL OWNED AUTOS I 1 I +---------------+-------------------+ I I I I I (BODILY I I I I SCHEDULED AUTOS I I I IINJURY I t I I I I I I IPER PERSON I I I I HIRED AUTOS I 1 I +-=-------------+------------------ I I I I I (BODILY 1 I 1 I NON-OWNED AUTOS I I I IINJURY 1 4 I 1 1 1 1 1 IPER ACCIDENT I I I I GARAGE LIAR. I i i +--------------+-------------------+ I I I 1 I (PROPERTY DAMAGE( S I -+---------------------------------+------------=-------------=--+---------------+--------------+-------+---------------+-----------+ IC (EXCESS LIABILITY 1 1 I I TEACH OCCURRENCEI AGGREGATE 1 1 1 I I 1 . _ I _I_S 1$ 1 1 I OTHER THAN UMBRELLA FORM I I I 1 I i I +--+------------------------------+-----------------------------+---------------+--------------+-------+---------------+----------+ I I I I I ISTATUTORY 1 ID I WORKER'S COMPENSATION 1, 1 1 IS , EACH ACCIDENT I I I AND I 1 1 1$ DISEASE POLICY LIMIT I 1 I EMPLOYER'S LIABILITY I 1 I IS DISEASE EACH EMPLOYEE I ----------------------------------+------_=------------------+------------+-------------+-------------------------------+ I . I OTHER 1E 1 I I I 1 -------------------------------------------------------------------------------------------------------------------------------+ I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS I ` 1 1 1 I CERTIFICATE HOLDER I CANCELLATION 'I I4 1--------------------------------------------------------------I I ISHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THEI I HUGH S KROMAR (EXPIRATION DATE THEREOF THE ISSUING COMPANY WILL ENDEAVOR TO MAILI 1 130 SEA STREET 1 10 DAYS WRITTEN NOTICk TO THE CERTIFICATE HOLDER NAMED TO THE 1 I HYANNIS, MA 02601 � 1 THE LEFT BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO I I IOBLIGATIOk OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS I 1 IOR REPRESENTATIVES. I i +--------------------------------------------------------------c + i (AUTHORIZED REPRESENTATIVE---------------------- ---------------------------------—---------- cu__ I i I 1 r THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA f- 1�7 ,� 1lft.'i_i_I,�.I_—CC„: �. .— _. rf''1�.•. �' hi".- P. 1 1 1- 0pli.4010:.,W t � �t"'Opy - — e ��s���„ T-- 1;.: 10/30197 PRODUCER j INIS :EfirEF�5 I-IS ISSUEDAS A MATTER OF INFORMATION Dsioee11.-Pearce, Tnc. Q!'a+.`r'AND CONFERS NO RIGHTS UPON THE CERTIFICATE ]. 687 Highland Avenvo HOLDER.THIS CERTflCATE DOES NOT AMENC, FnTFND OR } .c7. Box 178 A l-'i`E{l THE COVERAGE AFFOR.:!L)'ED 6Y.,THE PoL;CIk6 A LOW ; I Neadhab*t F?ei q:,lit a blA 0219 ----- -- Q4YiPAiti!E ,��t i1tV CC1Vc?r �3t a 0nla.f 'l r u iz,,Fi Mt;t Ltd Phona No r_y? a -.# Cis_L__-4 r.:ia.__—•-,-----_. - INgUaEn :10 ,te c a}e<=.a ket 2.4,0ed < a 1 i--,T,H"'cl !i TG---ER I F'f TFa:,T TP'L-FL'kt.ICIr.S Gr-3NSI RAC t.v r(O I EU KLRV'!h;W/E L'eftJ I'a`SLIE='1 i G'I'Hc lfvttir.l�S.D 174n„• -9u pG'It'-` P€tftiiRO t.0 Ott+_f. hi0l.^,!Ifni.T^.10,Nli ANY AF-,uluil EENAENT, TERM OR iGldt7!ilGhd G-ANY CC7^1i3ACT QEi iht_F C Ctt*: E:( TC,ViHW.H THIS Cr-R'IF;CAiF t -4y Mt ISSUED OR MAY rP 'ttTAIN, TA!F QE INSI)RANCE AFrOAQ �Y THE PO ICIES DES4I w•F- hiF?{$E 'r!is aLt E^59i.�S, _=:C'Lt' ! N5 A,'�:CONDrTiONS OF SUCH F'C)L!CIES LIMITS S61r:0111 MAY HAVE MEN REDUCED BY p !U t 3..f1Ih^,S P Pt� iuY 6S F4 r !v PL7I,ICY E P wa'i'i�ihJ ` ty`j Cr iil..t+A,'k t'4LII.t NW6Frr .•'.;Tw U1!''E!>'"YIJE)liri'Yi ='A.C:!R9,r1��!}7YYt i .� ... .�.,. . _. i7 G 0,000 o9 A.�j 9— /11,j.9SI°`i -P!�iLll TS Oh`,c.�_;r,.�- :c.r004,400 i C AIMlS :"A t: j F!n5 ry Sao= ....-._.-...._ — 000 i E �,r_, GEC , 4 t`t`�. :l4U.UG0 1 LJ r— A. A"", AUT., v' }i 05/23/87 05/b3 88 ( U tt3FEt.y,a h JRT.1 no i:, cO"r'r"_IT L 3 f. --r tVb.KeHS C^c4?ENSl TIil6�AND I V,C 6T I: rr LGYEAti UAB LfI"Y _TO Uh!F A ITN_ FilTCRt % j INCL LD !-a. PARTNERSIEXECUTI M -, i u L r l U tl OFFICEMAlke, ~c<<:t I -11fcaS: Ea.; h _ T 0C(;{)4 OTHEF A prapezty a,:Jfs'rt 0 r .%d7 `Oa, '.� r`r .t) al, 5(:0 a�F^u.^.k!P 11 �'vF OP_t;a:l{.N:iCCAi(^.P&,v1 HiCiCS1_I"YfCI,Ac IT'Ems I { C. RT{FIQ ATEE I OLDE R V - _ � .,. ANC EI LATIC334' SHOULD AN..Y Ut='fkk Aau E i l' f.A.d c r,�a'.CE.tiF�p,F':RsTi?2 E44!RlTi,3&,CJ-J THbii OF i oE!E u' ' .- IPtati' _L Era�cnvwi�'I C n;q!L d _.?;:;Y YdYTt';;• r� r -. r; ,_ W".VEANA1.t4.^TV,THELEM'. S. Kdrita , Inc.: * a rT rfi u ,;! =��r U;tit Aticr� .rt tIAF3(urj 130 sea Street - Hyannia MA 02601 fit r vacr �rl coa,r4d oRREPRE, -A� j A.L 4 b,a�: P. Pearce, ,, ,. =t...OFfDFbA°A 'JiV.19$8 ' r_ ineering Dept. (3rd floor) Map 3 O 7 Parcel 10` Permit# o7p�-C�3 J House# [ : SAP A S�, T - to Issued 3 — vZ�o 9'7 13rd floory(8:15 -9:30/1:00-4:36) Fee •�/U Conservation Office (4th floor)(8:30-9:30/1:00-2:00) <-P!ftL11ting-De(5f'(1st floor/School Admin. Bldg.) g �,_d K N13 o344-ci �IHN I A pproved by Planning Board 1 A. RNSTABLE. ` MARS. TOWN OF B STABLE Building Permit Application Proj )reetddress Village 1 1''A w Nil 3 -e1q0V 1° ; Owner 4CLt 14 4;% M AA Address M -r. Kisco , m,l,, Telephone Permit Request 'TG PJ F,A_a f(j Cr <7 YbL l T'a-r��-t TGt t s c, P ai 64 _ 1 S A-Y--n S- co ( [ se A , _np t4 a•.ss r,�Lt e',�( T-P T 0 First Floor . 3 CEO square feet Second Floor O square feet Construction Type ECG cb Estimated Project Cost $ f, O 00,. Zoning,District A P Flood Plain Water Protection At -T V Lot Size Ci p S, Grandfathered�'Ph ❑No Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Q S` F'rS Historic House ❑Yes 2 u On Old King's Highway ❑Yes Ja-go Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other DLO&L �2 Basement Finished Area(sq.ft.) 0 Basement Unfinished Area(sq.ft) G Number of Baths: Full: Existing O New Half: Existing New No.of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count r Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other t.O Af •p Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No - Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) l ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use Builder Information Name �-(�cf f-� S , j�o NK A, Telephone Number 9 [ 4 4 1 `7 C C N Address L,va N-c, P1 License# N4 'j; ft1 seco N 6 j`U G Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S). %44, A,.� 1 4 4 i 3 FOR OFFICIAL USE ONLY PERMIT No. DATE ISSUED h y MAP/PARCEL NO. ADDRESS VILLAGE } OWNER - "t 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE - ELECTRICAL: ROUGH ^ FINAL' i PLUMBING: ROUGH FINAL GAS: _ ROUGH , FINAL i FINAL BUILDING DATE CLOSED OUT - r i ASSOCIATION PLAN NO. r +� The Commonwealth ofMasluchu efts r DepurnyieW of Industrial Accidents - � 7 600 Il uAin;;ton Street W Boston.Ma.u. 02111 Workers' Compensation Insurance Affidavit 1 - �ppltcant information: Please PRINT'aeb�l jam, name: LU 1-4 S 1-�t� i�11 .aL4 �� �-`e NGiC ��t /Wr M.�x �Crfi�V Cr location: r' 3a S PPS S -r city L+T—O_ kr U t s nhonc 0 L-t 71 QZ I am a homeowner performing all wort: myself. I am a sole proprietor and have no one working in any capacity .w. .. �.s-•..^........-...�.,-,�:'1.r.s...s+�trl'r.w�.n„1'�'!t .X^`�.�.y...wg1.��..'...f�r.w�.Aww�. .�..r.+w. — �.w......_....-_.. ... [I I am an empiover providing workers' compensation for my employees working on this job. contttanv name: addresr. city: Phone#: insurance co. poliev# [I,I am a sole proprietor. general contractor, or omeowner( ircle one) and have hired the contractors listed below who have the following workers' compensation polices: emmrintiv nnmc: 5' V-e A C h,o N C9 9 U address: r Z 1� 121 N pr -r-o Mi.: E11. FAI &A o Ce TLi nhonc#: <"It O ( � 1 insurnnre ro.Co W M-e ),tCA- U /IkC COAT Jtolicv# Cd LJ' s--:j 5 as Z_ . ri.::..^.. Yam':^-- �-�"�t'• ••�.__ -- -�r�...\:: tL iT"J�A-•y .--��.'•.•-• - .••e..Via.,..i.-._... _ . comnnnv nnmc: addrew rity- nhnne#- insurance co. nolicy# Attach additional sheet if neccssa_ry ."^- + --+ — _ ___"_`• %'""�'"" -=%- �--- Failure to secure coveragc as required under Section 25A of AIGL 152 can lead to the imposition of criminal penalties of a lineup to S1.500.00 andiur unc%cars' imprisonment:ts wcll as civil penalties in the form of a STOP NVORK ORDER and a fine of S100.00 a day against me. 1 understand that a cope of this statctuent may be forwarded to the Office of Investigations of the DIA for coverage verification. /do berehr certift•under the pains and pens/tics of perjun•that the information provided above is true and correct. Signature l �� �� I A.A . , . Date Print name _ 4eta 64 Phone# q i Lt �1- 1 -7 .:+.rri wrcrr ' official use only do not write in this area to.be completed by city or town official ` city or town: permit/licensc# Miluilding Department Licensing Board r D check if immediate response is required C3Scicctmcn's Orfice ►-_ [311caith Department contact person: phone#:_ —Other Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "lacy". an cmpl(rree is defined as every person in the service of another under any ram; contract of`liire, express or implied. oral or written. An emplt trer is defined as an individual, partnership, association. corporation or other legal entity, or ally two or more . the foregoing CIILA`�Cd in joint enterprise, and including the legal representatives of a deceased,emplover. or the receiver or trustee of an individual , partnership, association or other legal entity, employing employees. However the owner of a dwelling_ house haying not more than three apartments and who resides therein, or the occupant of the d\+!cl ling, house of another who employs persons to do maintenance , construction or repair work on such dwelling_ hous or oft tite _rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or reneiyal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the in coverage required. Additionally. neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter Ita been resented to the contracting authority. P _ Applicants Please fill in the workers' compensation-affidavit completely, by checking the box that applies to your situation and supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a xorkers* compensation policy. please call the Department at the number listed below. City or towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has tc c„ontact you regarding the applicant. Pleas be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. Tile Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to �_ive us a call. r••y.v.-.+..-. -.._.—•..,. ._+-.w�.-.•...•...� � -�-!�.... .......w_.r�+�.w.w_. -.w.•r�a!o.wctrr.+.!r.•v.�++s....�...-moo The Department's address. telephone and fax number: ' The Commonwealth Of Massachusetts Department of Industrial Accidents `f Office of Investigations 600 Washington Street Boston,Ma. 02111 fax M (617) 727-7749 phone 9: (617) 7274900 ext. 406, 409 or 375 ;J �1T1E� `• The Town of Barnstable 9eb "659. 10�' Department of Health Safety and Environmental Services 10rFo��' Building Division ' 367 Main Street,Hyannis MA 02601 "Office: 508-790-6227 _ Ralph Crossen " Fax: 508-790-6230 Building Commissioner For office use only Permit no. Date AFFIDAVIT HOMtIMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work: b P cyA d t CTo A3 0- r K Est Cost . Address of Work: .ST Owner's Name I{.Q-7 14 S' �T O M A, Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law . Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING. THEIR OWN PERMIT OR DEALING •WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name � I .1 1..�`.:..".:.'� .. OUZ �� a}�e�S .apiuo71 2006-2b2-�T6 20d S22 129 '¢��r2 PCL. 280.1 ¢12•8 WIF #13 39.s IN 18,9 1gs 4 PCL 101 Q �]� h PCL `A" Q! PCL _ 15,580f s.f. I •� 12,840f s.f, c� R.R. -•63 L;25.02 I o SPK y2'` R=15.00) 1$3 7 PCL R/G _ (0 4 h FND 140 66 �¢1�2 Hr o'`'ty4 PCL "C" 123 00 Spk TO CS CB FND CB FND PCL 122-2 JOB # 96-41 f CER -T-I NED PL 0 T PtiAN LOCATION 130 SEA STREET (HYANNIS) BARNSTABLE, MA PREPARED FOR: SCALE : 1 5.0' DATE : DECEMBER 23, 1996 HUGH & MARY KOMAR REFERENCE DB 1881 PC 946 PB 64 PC 31 ASSESSORS MAP 807 PCLS 102 & !08 t HEREBY CERTIFY THAT THESTRUCTURE OF SHOWN ON THIS PLAN IS LOCATED ON THE ARK G GROUND AS SHOWN HEREON, K oR boe-sez � 01MA i hoe 3cz-Qaeo Noy dow-a cap �eQ��' ;we. q /f Ii�MD CIVIL ENGINEERS � _ LAMA SU'R EYaRS `-- - --- 3v main et. Yarmouth, =a GATE REG, LAND SURVEYOR t LAW OFFICES OF JOHN R. ALGER, P.C. is ATTORNEY.AT LAW 885 MAIN STREET R. O. BOX 449 OSTERVILLE, MA 02655-0449 TELEPHONE(508)428-8594 FAX (508) 420-3162 November 6, 1997 Mr. Ralph Crossen Building Commissioner Building Department Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: ZBA Appeal No. 1997-66 - Komar Dear Ralph: As I mentioned to you last night, Hugh Komar applied to your department for a foundation permit to construct a cottage at 130 Sea Street which was allowed by the terms of the variance in the above-entitled matter granted August 5, 1997 and recorded in Barnstable Deeds in Book 10923 page 23. He was told that he needed a letter from an attorney stating that the lots were separately held. I believe this is fully covered by the variance. It has been, as you know, my opinion that Lots A and B, which were owned by the Komars and are parcels 102 and 103 on Assessors Map 307, were separately held because of the intervening 12 foot way. You, and apparently the Board of Appeals, disagreed but the variance was granted that allowed this. I think,therefore,Mr. Komar is entitled to apply without the attorney's letter but if that is not true, I would appreciate it if you would treat this letter as my certification. Very truly yours, JRAIbt c.c. Mr. Hugh Komar . 3 r BARN SCABIl. • g _ .._. _. v� 1�¢ peg' 1=1 I-= _A.�_�__I`-._I_"l� L___ 1_i/---- Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 1997-66 -Komar Variance Pursuant to Section 3-1.1(5) Bulk Regulations Summary Granted with Conditions Applicant: Hugh S. and Mary E. Komar Property Address: 130 Sea St., Hyannis Assessor's Map/Parcel Map 307, Parcels 102& 103 Area: .33& .29 ac. Zoning: RB Residential B Zoning District Groundwater Overlay: AP Aquifer Protection District Background: The property that is the subject of this appeal consists of two lots of 0.33 and 0.29 acres shown on Assessor's Map 307 as Parcels 102 and 103. Both lots are jointly owned by the applicant and were jointly owned by the previous owner from 1967 through 1996. Both lots are located in the RB Residential B Zoning District. Lot 102 is .33 acre and contains a single family house of 1,762 sq. ft., while Lot 103 is .29 acre and is vacant. The applicant is seeking to build a single family house on Lot 103. Zoning Relief Requested: Appeal No. 1997-65 Appeal Action by Administrative Official: The applicant has requested building permits to demolish a shed and construct a house on Lot 103. The permit for the demolition was granted but according to the Building Division the permit for the new house was denied. The applicant has appealed the decision of the Building Commissioner to deny the permit for new construction. Appeal No. 1997-66 Variance Pursuant to Section 3-1.1(5) Bulk Regulations: The applicant is seeking a variance from minimum area and minimum lot width requirements for Lot 103. The minimum area requirement in this Zoning District is one acre and the minimum lot width is 100'. The area of this lot is .29 acres and the width is + 68'. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 7, 1997. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 11, 1997, and continued to July 23, 1997, at which time the Board granted the request with conditions. Board Members hearing this appeal were Richard Boy, Gene Burman, Ron Jansson, Ron Jansson, and Chairman Gail Nightingale. Attorney John Alger represented the applicants. The Attorney requested and the Board agreed to have these appeals heard together. Hearing Summary: Attorney Alger submitted a memorandum in support of these appeals. He reported that Hugh and Mary Komar purchased Lot A& Lot B (Plan Book 64, Page 31) on December 30, 1996. A copy of the plan was submitted to the Board which shows the two lots are separated by a 12 foot way. The plan is dated September 9, 1940. It was recorded in the Registry of Deeds on February 2, 1941. Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No. 1997-66-Komar - Variance to Section 3-1.1(5)Bulk Regulations The Board continued this appeal to July 23, 1997, in order to resolve the issue in appeal No. 1997-65, appeal of the building Commissioner before rendering its decision on the need for a Variance. At the July Continuance, Attorney Alger cited that the Variance petition is to allow a single family two- bedroom cottage on Lot B. The lot is owned by Mr. and Mrs. Komar and they wish to build this house on the back lot (Lot B) and let their children and grandchildren use the existing house on Lot A. In Appeal Number 1997-65, the Board determined that there is a way on the plan that separates Lot A& Lot B but the way is not adequate. Therefore, the parcels are separate and have been assessed separately. The way in which the lots are laid out with this way between them does not allow them to be joined together. Attorney Alger reviewed the Staff Report from the Planning Department. He stated that recommendation#7 requests an easement, however, the petitioner cannot grant himself an easement over his own land. The applicant would agree to a restriction from the Board that the land be kept in the same ownership or if sold separately, then an easement must be granted. The lot is a large lot for this area of Sea Street. Plus, there is a hardship in shape due to the way separating the parcels-a way that is inadequate for frontage purposes. Mr. and Mrs. Komar purchased the property in 1996 for$45,000 for two separate lots. The assessed values were.$23,400 and $43,000. He paid below the assessed value however, Mr. Alger stated the house/barn was unsafe and abandoned. Mr. Komar addressed the Board and explained all the work he has been done to the property. The property was in terrible condition. It was in such poor condition that the Building Commissioner required Mr. Komar to get a Professional Engineer to certify the house's stability. Public Comments: No one spoke in.favor or in opposition to this appeal. There are three letters in the file. One from Anthony Conconides, who is opposed. A letter from James Lamberth, who has no objection. He is the owner of Lot C. And a letter from Thomas Garrity who also does not object. Board Member Ron Jansson questioned if the purchase of both lots for$45,000 should be considered a hardship. Chairman Gail Nightingale stressed that the area where the lot is must be taken into account. Plus the poor condition of the buildings. Attorney Alger stated that the question is whether the lot was sufficiently defined on any recorded plan or instrument before the zoning change. The answer is "yes". Then the next question is was it stamped by the Board of Survey and Mr. Alger cannot prove whether it was or was not. However, the statute states that it applies to private ways for public use and this may have been a private way but for private use only. This cannot be proved either. But at that time the Registrar was not authorized to accept plans unless they were approved and he did accept this plan. The final question is if the way is adequate. As to variance conditions, Mr. Alger explained that the $45,000 Mr. Komar paid was really for the land only, because the buildings were in such bad shape and they had to be torn down or undergo major repairs. To grant the variance would not be detrimental to the area as there are many similar lots in the area. It is also within the spirit and intent of the Zoning Ordinance to grant this variance. Findings of Fact: At the Hearing of July 23, 1997, the Board unanimously found the following findings of fact as related to Appeal Number 1997-66: 1. The petitioners are Hugh S. and Mary E. Komar. They own the property in issue which is located off 130 Sea Street, Hyannis, MA, in the RB Residential B Zoning District. 2. Zoning in this area requires one acre of contiguous upland. The lot is issue is Lot 103 and it contains .29 acres. 3. It was previously ruled by this Zoning Board of Appeals in Appeal Number 1997-65, that the lot did not have sufficient frontage on a way. 4. The lot does not have sufficient frontage and.it does not have one acre of upland which is the area required. 5. This lot is approximately the same size or greater in size than many other lots in the neighborhood. 2 Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No. 1997-66-Komar - Variance to Section 3-1.1(5)Bulk Regulations 6. No variance conditions pursuant to Chapter 40A, Section 10 have been demonstrated. However, if the petitioner were not allowed to develop this lot, it would create an usual L-Shaped lot considerably larger than the remaining lots in this area. Decision: Based upon the findings a motion was duly made and seconded to grant the Petitioner the relief being sought with the following terms and conditions: .1. All construction on this lot shall conform to all setbacks and all other requirements of the RB Residential B Zoning District, except that the lot width may be reduced to 65 feet and the lot area may be .29 acres. 2. Any construction shall be set back a minimum of 50 feet from the front lot line. 3. All requirements of the Building Division, the Board of Health, the Conservation Commission (if applicable), and the Fire Department must be complied with. 4. The house, when constructed, shall be connected to town sewer. 5. All run off must be contained.on the lot. 6. The property shall be'accessed from a driveway to be improved with hardening and surface gravel, except-that an apron of the first 20 feet from Sea Street shall be paved. 7. The driveway shall run to the north of the house on Lot 102. It shall be constructed prior to the applicant obtaining a building permit and be pursuant to the terms and conditions of the Building Commissioner with a minimum requirement of 15 feet of roadway to allow for emergency vehicles (if ever necessary). 8. The petitioner shall provide for, upon conveyance of this lot separate and apart from his own ownership, a separate easement over such portions of the land as are necessary to comply with the terms and conditions of the grant of this variance. 9. In view of the small size of the lot, only a single family residence may be utilized, not to exceed three bedrooms. The Vote was as follows: AYE: Gene Burman, Ron Jansson, Emmett Glynn, Richard Boy, and Chairman Gail Nightingale NAY: None Order: Variance Number 1997-66 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision in the office of the Town Clerk. , 1997 +ightingale, airman0 Dat Signed I Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk Signed and sealed this day of 1997 under the pa' s a d p Ialties of perjury. PAR: R307 102. PAR. R307 103. PAR: P307 104. KEY: 217919 TAX CODE:400 KEY: 217928 TAX CODE:400 KEY: 217937 TAX CODE:400 KONAR, HUGH S >f MARY E KOMAR, HUGH S 3 MARY E LAM9IRTH, JAMES R IPATR.ICIA 23 LENOX PLACE 23 LENOX PLACE 8 HORTON AVE MT KISCO NY 10549-000U MT KISCO NY 1U549-0000 TROY NY 12180-0C':v PAR: R307 105. PAR: P307 106. PAR: R307 103. KEY: 217946 TAX CODE:400 KEY: 217955 TAX CODE:400 KEY: 217973 TAX CODE:4UO VIRK, SOM P KENNELLY, D JOSEPH 8 WILDE, LUCIENNE P 21 HAWES AVE UNIT A-3 HARTE, MARTIN R P 0 BOX 1611 HYANNIS MA 02601-0000 7. LAKERIDGE DRIVE HYANNIS MA 02601-OU;1'J TROY NY 12180-0000 PAR: R3C7 117.UO2 PAR: R307 116. PAR: R307 201. KEY: 353909 TAX CODE:400 KEY: 218044 TAX CODE:400 KEY: 213918 TAX CODE:400 MCGROPY, EUGENE F TAS MCGUIPE, SUSAN M HANSON, RICHARD M 51 CHRISTINA DRIVE XSTOCKDALE, SUSAN MCGUIP•E 32 IONTROSE ST SPAINTREE MA 0?184-0000 22 BUTTERCUP LN SOMERVILLE MA 02143-ODUG S YARMOUTH MA 02664-0000 PAP.: P307 202. PAR: R307 203. PAR: R307 107.001 KEY: 218927 TAX CODE:400 KEY: 213936 TAX CODE:400 KEY:' 353502 TAX COD::400 HANLON, LEONARD H 8 MARY R TARASCIO, ANDREW GUERRERA, EUGENE P. 23 LANTERN LANE 40 THOMAS PARK 35 WILLIA1459URG DR HYANNIS MA 02601-0000 90STON MA 02101-0000 CHESIRE CT 06410-0U]' PAR: R307 107.002 PAR: R307 115. PAR: R307 117.001 KEY: 353511 TAX CODE:400 KEY: 218035 TAX CODE:400 KEY: 358892 TAX CODE:400 GUERRERA, EUGENE R BANNONt DENNIS J MCGRORY, MARY P 35 WILLIAASEURG DR 9 6OWDOIN ST APT 10 3o SUNNY KNOLL DR CHESHIRE CT 06410-0000 BOSTON MA 02114-0000 HYANNIS MA 02601-0000 P.AR: R307 114. PAR: R307 118. PAR: R307 113. KEY 213026 TAX CODE:400 KEY: 218062 TAX CODE:400 KEY: 218017 TAX CODE:400 KOCH, ALFRED E CASWELL, BEVERLEY A FA5ER, CH.ARLES F H 22 SUNNY KNOLL DR 28 SUNNY KNOLL DR 2103 FRANKLIN DR HYANNIS MA 02601-0000 HYANNIS MA 02601-0000 ARLINGTON TX 70011-00Cf, PAR: P307 119. PAR: P307 120. PAR: R307 121. KEY: 213071 TAX CODE:400 KEY: 218080 TAX CODE:400 KEY: 218099 TAX CODE:4-00 NG, RING TEUNG MEIZINGER, VICKI L S:NTEIO, GREGORY J LA SHA NG o SUNNY KNOLL DR 117 OAK NECK RD 18 SUNNY KNOLL DR HYANNIS MA 026U1-0000 HYANNIS MA 02601--CC Jt HYANNIS MA 026i11-0000 PAR: R3C7 122.001 PAR: R307 122.002 PAR: P.307 123. KEY: 218106 TAX CODE:400 KEY: 218115 TAX CODE:400 KEY: 218124 TAX CODE:4UJ BRYANT, HUGO A FREEMAN, LAWRENCE R 8 ST PETER, FR:OERICK L S i1RYANT E 1, CAPUT, U E FREEMAN, KATHLEEN M ST PET:P., DOROTHEA XCAPUTI, UMS'ERTO E 11 TREELINE DRIVE h•3ELMONT, DONNA E 1C2 D ST LIVERPOOL NY 13068-0000 101 B OAKNECK RD DRACUT MA 01826-0000 HYANNIS MA 02601-0JJ'.i PAR: R307 170. PAR: R307 169. PAP: R307 1C4. K_Y: 213614 TAX CODE:400 KEY: 213605 TAX CODE:400 KEY: 218133 TAX COOE:40d MARCHANT, 'WALTER L ET AL LAGERGREN, JANET L SESTEI0f FRANCES G MARCHANT, WALTER L JR 63 HARVARD ST 97 OAK NECK RD 126 OAK NECK RD - HYANNIS MA 02601-000C HYANNI3 MA 02601-CJ':', HYANNIS MA 04601-0000 PAR: P307 101. PAR: R307 280. PAP.: R307 281. KEY: 217900 TAX CODE:400 KEY: 219613 TAX CODE:400 KEY: 219622 TAX CODE:400 C4NTY/ JOHN C & 8EATRICE CANTY♦ JOHN C & 9EATR.ICE CE37ATYi THOMAS P& MARION Y 45 BISHOP RD 45 BISHOP RD 129 SEA ST SHAPON MA 02067-0000 SHARON MA 02067-0000 HYANNIS MA 02601-000'j PAR: R307 250. PAR: R307 249. PAR: R307 248. KEY: 219347 TAX CODE:400 KEY: 219338 TAX CODE:400 KEY: 219329 TAX CODE:400 ECKA:ZDTi 'RICHARD P OSTERGAARDo LOkI A & 8ARRETT. PATRICIA A 931 SUNRIDGE WAY OSTERGAARD. HELEN F 15U LISLE ST SARASOTA FL 34234-0000 41 ALDEN WAY BRAINTREE M4 02184-3U'J0 HYANNIS MA 02601-0000 PAR: R307 268. PAR: R307 265. PAR: R307 262. KEY: 219490 TAX CODE:400 KEY: 219481 TAX CODE:400 KEY: .219463 TAX COCE:400 DIET=Ri RUSSELL A PATULAKi DAVID M TRS LYON, JENNIFER S 75 MIRAMAR AVE 12 PRISCILLA WAY X LYON. JEFF DENNISPORT MA Q2639-0030 HYANNIS MA 026G1-0000 BOX 611 HYANNISPORT MA 02647-000G PAR: R307 252. PAR: R307 254. PAR: R307 251. KEY: 219365 TAX CODE:400 KEY: 219383 TAX CODE:400 KEY: . 219356 TAX CODE:400 KHERLOP, NCRAYR b VICKY D POLVERARIi GEORGE D & TOCHi LISE Z1 HOUGH RD POLVERARIP DOLORES B 475 LOUDONVILLE RD NELMONT M4 02178-0000 8 WOODRIDGE RD ALBANY NY 12211-0000 MONSON MA 01057-0000 PAR: R307 253. PAR: .R307 255. PAR: R307 256. KEY: 219374 TAX CODE:400 KEY: 219392 TAX CODE:400 KEY: 219409 TAX CODS:400 SCIARAPPAP R JOHN R HACKETT, R03ERV& DORO THY KELLY-COHEN, FRANCES D 2BIRDSALL, GRACE 23 OAK ST 602 1iOLF SWAMP RD P 0 bOX 604 WESTBORO MA 015B1-0000 LONGMEADOW MA 01006-0000 HYANNISPORT MA 02647-0000 PAR: P307 25-1. PAR: R307 257. PAR: R307 259. KEY: 219427 TAX CODE:400 KEY: 219418 TAX CODE:400 KEY: 219436 TAX CODE:400 HICKEY. PAMELA J POLLOCK, MARY V DILSIZIANt 2EDROS H 6 ANI P. 12 SHATTUCK ST 15 ALDEN WAY 23 STUAPT ST NATICK MA 01760-0000� HYANNIS MA 02601-0000 'oATERTO'WN MA 02172-00i.0 PAR: F.307 260. PAR: R307 261. PAR: R307 269. KEY: 219445 TAX CODE:400 KEY: 219454 TAX CODE:400 KEY: 219506 .TAX CODE:40C DILSIZIAN. JACK s ELIZ MUNSELLt DAVID P & LYON.- JEFFREY A ;L JENNIFER 1fl-) COMMON ST MUNSELL.- NOELLA N P 0 COX 611 WATERTOWN MA 02172-0000 85 STONEHEDGE DR - BOX 431 HYANNISPORT MA 02647=Z JGL BARNSTABLE MA 02630-0000 PAR: R301 130. PAR: R307 131.001 PAP.: R307 051. KEY: 218197 TAX CODE:400 KEY: 218204 TAX CODE:400 KEY: 217740. TAX CODE:4 U KOSKORISi JAMES & MARYA PARRS, GEORGE & THEODORA NACKLEY, ISA6 EL I SULLIVAN CCC/HHC 293RD BSB 73 COL3URN AVE 93 SEA ST UNIT Z99U1 BOX 1 DRACUT MA 01826-0000 HYAtiNIS MA 02601-0Uv' APJ AE 09056-0000 PAR: P.307 082. PAR: R307 077. PAR: R307 078. KEY: 217759 TAX CODE:400 KEY: 217704 TAX CODE:400 KEY: 217713 TAX CODE:400 LONOVANi GRACE TRS RGGERSj, JOHN S S DECKER. STEPHEN J GRACE DONOVAN FAMILY TRUST KENDALLi SALLY G 1 SUMMERSIDE LANE BOX 604 3 SUMMERSIDE LANE HYANNIS MA 02601-OJO'.i HYANNISPORT MA 02647-0000 HYANNIS MA 02601-0000 PAR: R307 080. PAR: R307 .070. PAR: P.307 069. KEY: 217731 TAX CODE:400 KEY: 217633 TAX CODE:400 KEY: 217624 TAX CODE:400 MALOOF. ROSE N ; PHILIP N PARKERo, BRADLEY R bIALE. ANTHONY J 2852 N HAMPTON ST PARKER, FLORENCE 19 SUM.MERSIDE LANE WASHINGTON DC.:-20000-0000 60 WILLOW RUN DR HYANNIS MA 0260-OCOu CENTERVILLE MA 02632-0000 PAR: R307 068. PAR: R307 066. PAR:' R307 067. KEY: 217615 TAX CODE:400 KEY: 21759.9 TAX CODE:4UO - KEY: 217oO6 TAX CODE:400 CHUDYf PAUL J JR G THERESA VAUGHN. ROY LEE JR 8 HASKINSt LESLIE C 111 SEA STREET VAUGHN. GURUDASHNA 119-A SEA ST HYANNIS MA 02601-0000 119 'SEA ST HYANNIS MA 02601-CJJ_ HYANNIS MA 02601-0000 PAR: R307 065. PAR: R307 064. PAR: R307 271. KEY: 217580 TAX CODE:400 KEY: 217571 TAX CODE:400 KEY: 219524 TAX CODE:40C RfjliERTSC.'ii BLANCHE 4 FASSIO. LOIS A' Y:0001JANt JAMES T 8 R03ERTSONf HILDRED GAIL 133 SEA ST HEANEY. JAMES J JR 9 RAINBOW RD HYANNIS MA 02601-G000 135 3 139 SEA ST W' YARMOUTH MA 02673-0000 HYA`lNIS MA 02601-0JCIi PAR: R307 279. PAR: R307 063. PAR: R307 062. KEY: 219604 TAX CODE:400 KEY: 217562 TAX CODE:4UO KEY: 217553 TAX CODt:400 MCGOdAN, JAMES T : COCONIDES. ANTHONY 8 ESTHER MCDONOUGH. KATHLEEN M HEAN=Y, JAMES J JR 75 CONCORD TURNPIKE 46 CERDAN AVE 135 Z 139 SEA ST ARLINGTON MA 02174-0000 EOSTON MA OZ131-3000 HYANNIS MA 02601-0000 PAR: R307 061. PAR: R307 06'0. PAR: R307 047.001 KEY: 217544 TAX CODE:400 KEY: 217535 TAX CODE:400 KEY: 421378 TAX CO.DE:4C0 . EORG Ei THOMAS N TRS V=LLUTIP ANTHONY Jb LYNNE M FITZG-cP.ALDi R06ERT C TRAYi:ICK EDUCATIONAL IRR TR 155 S=_A STREET 1.61 SEA ST 776 MAIN ST HYANNIS MA 02601-0012 HYANNIS MA 02601-001-,=- HYANNIS MA 02601-0000 PAR: R307 .047.OU2 KEY: 421387 TAX CODE:400 8AkAciE, EQNEST FITZGERALD AL9ERT J PC 9CX 648 HYAN�41SPORT MA 02647-0000 ZONING BOARD OF APPEALS MEETING OF JUNE 11, 1997 MAILED MAY 27, 1997 HUGH & MARY KOMAR APPEAL NUMBERS 1997-65 1997-66 R307-079 HOUSING ASSISTANCE CORP. 460 WEST MAIN STREET HYANNIS, MA 02601 r . [a 1!a i-- Town of Barnstable Zoning Board of Appeals Notice of Public Hearing Under The Zoning Ordinance for June 11, 1997 To all persons interested in.or affected by the Board of Appeals under Sec. 11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts.and all amendments thereto you are hereby notified that: 7:15 P.M. Brackett Appeal Number 1997.62 Constance A.Brackett has applied to the Zoning Board of Appeals fora Variance to Section 3.1.4(5)Bulk Regulations.Lot Frontage.The petitioner requests a Variance from the required 150 foot frontage to 120 feet for each of two lots in order to allow the land to be divided into two lots without the construction of a road. The property is shown on Assessor's Map 026. Parcel 37.003 and is commonly•addressed as 1333 Newtown Road.Cotuit.MA in an RF Residential F Zoning District. " 7:45 P.M. Hyannis Texaco Appeal Number 1997-63 Hyannis Texaco has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4.4.4 Nonconforming Buildings or Structure Not Used as Single or Two Family Dwellings. The applicant seeks to add a 45'x 40'canopy over the existing gas dispensers as an extension of the present nonconforming.structure. The property is shown on Assessor's Map 273. Parcel 079 and is commonly addressed as 1140 lyanough Road. Hyannis.MA in the HB Highway Business District. 7:50 P.M. Hyannis Texaco Appeal Number 1997.64 HyannisTexacohasappliedtotheZoningBoardofAppealsforaVanancetoSection3 3.6(5l Bulk Regulations.Setbacks.The applicant is requesting to construct a canopy over the gas dispensers. Given the location of the existing structure. the proposed canopy cannot be located within the 100'setback area. The property is shown on Assessor's Map 273.Parcel 079 and is commonly addressed as 1140 lyanough Road.Hyannis,MA in the HB Highway Business District. 8:00 P.M. Komar Appeal Number 1997.65 Hugh S.and Mary K.Komar have appealed the decision of the Building Commissioner. The property is shown on Assessor's Map 307,Parcel 102 8 103 and is commonly addressed P Y as 130 Sea Street 6 136 Sea Street.Hyannis.MA in an RB Residential B Zoning District. 8:05 P.M. Komar I Number 1997.66 Appeal u � A PP Hugh S.and Mary K.Komar have applied to the Zoning Board of Appeals for a Variance to Section 3.1.1(5)Bulk Regulations. The petitioner seeks a waiver of minimum lot area and minimum width requirements to allow construction of a single family residence on Lot B. The property is shown on Assessor's Map 307, Parcel 102&103 and is commonly addressed as 130 Sea Street 8 136 Sea Street.Hyannis,MA in an RB Residential B Zoning District. y 8:30 P.M. Merlesena Enterprises. Inc. Appeal Number 1997.67• n of the Building Commissioner in a .. 9 Meriesena Enterprises. Inc. has appealed the decision letter dated March 19. 1997. The Building Commissioner has ruled that the multi-family building on the premises is a lawful four(4)family dwelling.The applicant believes it is a lawful seven(7)unit dwelling. The property is shown on Assessor's Map 327.Parcel 197 and is commonly addressed as 25 Cedar Street. Hyannis, MA in a PR Professional Residential Zoning District. 8:35 P.M. Merlesena Enterprises. Inc. Appeal Number 1997.68 for a Special Meriesena Enterprise Inc. has petitioned to the Zoning Board of Appeals p rP Permit pursuant to Section 4.4.2 Change From One Nonconforming Use to Another.Section 4-4.5(2) Expansion of A Pre-Existing Nonconforming Use. Section 3.2.1(3HA) Renting of Rooms to 10 Lodgers and Section 5-3.3 Special Permit Provisions. The petitioner seeks relief for an existing seven(7)unit apartment building. The property is shown on Assessor's Map 327,Parcel 197 and is commonly addressed as 25 Cedar Street,Hyannis.MA in a PR Professional Residential Zoning District. P.M. Meriesena Enterprises.Inc. peal Number 1997.69 A 8:40 rp P Meriesena Enterprises. Inc. has applied to the Zoning Board of Appeals for a Variance to Section 3.2.10)Multi-Family dwellings.Provisions:(a)Minimum Lot Area.and(d)Minimum Front Yard Setback,and Section 3-5.2(6)(C)Groundwater Protection Lot Coverage. The request is to allow more than one apartment per each 5.000 sq. ft. of lot area (seven apartments instead of four), to reduce the green space perimeter next to the parking lots. front yard setbacks,and lot coverage in the PR Professional Residential Zoning District. The property is shown on Assessor's Map 327. Parcel 197 and is commonly addressed as 25 Cedar Street. Hyannis.MA in a PR Professional Residential Zoning District. These Public Hearings will be held in the Hearing Room:Second Floor.New Town Hall.367 Main Street. Hyannis. Massachusetts on Wednesday. June 11. 1997. All plans and applications may be reviewed at the Zoning Board of Appeals Office.Town of Barnstable. Planning Department,230 South Street:Hyannis. MA. Gail Nightingale. Chairman Zoning Board of Appeals The Barnstable Patriot 4 NAn,v7q 1QQ7 0,1411 g4W4el _ RVIWM YVO/ WILLIAM F.WELD p KENTARO TSUTSUMI Governor i O'2'aO Chairman KATHLEEN M.OTOOLE THOMAS L.ROGERS Secretary TEL: (617) 727.32W FAX: (617) 227-1754 Administrator 1997 May 1, 1997 Customized Structures, Inc. P. O. Box 884 Claremont, NH 03743 Re: Annual Re-Certification in the Massachusetts Manufactured Buildings Program MC # 032 To Whom It May Concern: This letter is to confirm that your certification in the Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings has been approved for the period of May 1, 1997 through April 30, 1998. This approval is contingent upon compliance with all previously listed conditions of your approval, and compliance with the provisions of the Massachusetts State Building Code, Electrical Code and Fuel/Gas Code. Yours truly, STATE BOARD OF BUILDING REGULATIONS AND STANDARDS V,4M A.(P Thomas L. Ro s Administrator. cc: MA Board of Examiners of Plumbers and Gasfitters MA'Board of-Examiners of Electricians A NUIC � Ww-SIMI—-olk d'ror;teu:we uA giwutl la a n ror�. � WnAfw Shullers-Opfinnal w aA Nunes � +--- ' 0.ethead fbas-NUJ AvuibNu hrn C:) " krceroll Wxdnr&Si.AM Wrkapes ae mfnirol(SIAiI Leml,lti level) NI beeroA basing a srx 1"by GC (aLJe Ud pmlrotgs-6,�'iawl ai W sw Ik— CC Y Q 11 _ � L .f - r p 10 U m O O l) `1 t lns re en r x " H" .w,: ese pu pres t the closes) Pp o mahon la the J a mm su0m LL d desgn and de for estahlrshed Gudding codes. Z, lul lul salley L Bards and design hmRahons — — Please far make all revisions to plansin REU pen or pencil W and sig n and date each page.lhen return to C51 correc lions. 11 no revisions are desiretl, tgn and dale each page F ni/'rn Fin., oval &Relvrn to C51 U D W Fi lbw VlR A W lq+tl wlN' N 0 Front Elevation 12 F .12 �12 ELLLI • o0 00 Rear Elevation Richt Elevation ).eft Elevation 11 L II Sca Is.1/8"=1'O" Scale:i/8"=1'O" Scale:VS =1O o e SIDING SCF-IDUL *NOTES* I.REFER TO INDEX SHEET TO LOCATE SPECIFIC INFO NOT 4.THE FOLLOWING ITEMS ARE SUPPLIED BY CUSTOMIZED 5.RIDGE VENTILATION AND SHINGLES LEFT OUT AT ROOF q SIDING EXPD T CORNERS TRIM REMARKS COVERED ON THIS BFiEET, STRUCTURES INC.AND INSTALLED BY FIELD CONTRACTOR HINGE LOCATIONS ARE SUPPLIED AND INSTALLED BY O — lSUBJECT TO LOCAL INSPECTION) CUSTOMIZED STRUCTURES CREWS. RQVIBIGNS vlNri /8dw'D�BL) VAVl1 vMTLFANE fSTJ.1 2.ELEVATIONS AS REPRESENTED MAY NOT BE SPECIFIC 6.STANDARD SAVE SOFFIT IS 310"AG PLYWOOD ca TO MODEL OR SPECIFICATION GRADE ORDERED. A. BALANCE SIDING NOT INSTALLED AT FACTORY. (NORMALLY ALL GABLE END SIDING AND LAST ROW OF WITH ALUMINUM VENT STRIP i0 PROVIDE ATTIC s /1 •C♦�AR EW�' PINm L'.D8 PINHMRDEfD fOPTJ SIDING FRONT AND BACK.) VENT ILLATION ALONG WITH RIDGE VENT. BH �o 3.THE FOLLOWING ITEMS TO BE SUPPLIED BY FIELD B.EXTERIOR LIGHT FIXTURES. T.I50 FELT INSTALLED AT CORNERS OF HOUSE AND o o OLAPBD9 CONTRACTOR AND ARE SUBJECT TO LOCAL INSPECTION.G.ANY PANELIZZO PARTS FOR 2ND FLOOR GONST. AROUND ALL OPENINGS FOR ALL SIDING APPLICATIONS. yDi'JAR A ESx: PINE BDS PMEMRDBD (OPS1 A.EXCAVATION,FOUNDATION WOReANI-L PL.ATE,LALLY m ° COLUMNS AND SILL SEAL. OR FIELD APPLIED ROOF SYSTEM. AIR INFILTRATION BARRIER INSTALLED UNDER CEDAR T-III PrtJE BCB RYaulw9 (IE:CAPES,GAMBRELSOTC) SHINGLES AND CLAPBOARDS. s E t Onm v6RnGW. P�mecec to C'kROPT) B.EXTERIOR STAIRS WITH MAX RISE OF'I 112"AMC D.KNEEWALL SIDING,WINDOIUS.SHUTTERS,ON SPLIT MIN.TREAD OF 11"(NOSE TO NOSE) ENTRY MODELS ARE AVAILABLE AT EXTRA COST. 8.MODULE WIDTHS ARE AVAILABLE iN 12',I3'AND 14'. .. C-EXTERIOR RAILINGS WHERE REQUIRED. A.12'WIDE-2xS FLOOR JOISTS,16"O.G. D.DOWNSPOUTS AND GUTTERS WHERE REQUIRED. NOTE" REFER TO CUSTOMIZED STRUCTURES FIELD INSTALLATION B.13'A 14'WIDE-2x10 FLOOR JOISTS,16"O.C. �) ,,O=SIDIN60 RX=IRW FRLD eXALINS OR STAINING MANUAL POR SPECIFIC DETAILS OF FIELD FINISH AND RESPONSIBILITY. 9,MODULES AVAILABLE IN ANY LENGTH UP TO 60'O". wiNDow BGHEDULE ri F MIy Svh Asra Ip,. uml. wrl uyhl veal W 36n W Ili I.H.. o.. .1 7-3274 UMrlq fre;llilw„nd 71.6 )IS _ VI , wu+ nhuy r.�e.7hae.rcn ;, 3., I 30<b rw.137 1 3216 U6ff 0.(Jmr w,rd , 3224 D"IH, Cmnour wad 14n S.Y V,� Y n o. �► n U, •, -' U e, DOOR 6G44EDUL0 c o 0 _ F�em D26 020^ , Dry fiuU luvn wId lyye Nan.Yal'1 U , Bedroom j k7r1c; N2 x Ed nm: id -1 Bedroom ' WTI D [A. . I O ., I7bi3f I I 8L4p fnl Luan,lYrtily � V m ^ O O1 2 U?V RH Int Wan.WNle F LL e � Q -------- 1. a 1 024 Rx I Who W W W M 1:0111 1 D76 RH W W F F } i NW'BR:A Hf LwrtWhiic . ---..----- 1I'4 Ifi -3 -_.�_.L._._._ / j 1 MWU26 RN btl Luon,Wlute ' z ' I n N Suggested Second Floor Plan F 7 o� .. U nun�37 78ba M"W CERTIFICATION ' I I C9767 /E,� BBk BC. � e e Dw ife =STATE.THIRD PARTY& Iw II , DATA PLATE Bath STATE LABEL o FIYe Peruy t D7e 016 Dlning O THIRD PARTY LABEL ry DP =DATA PLATE �g— 1'IWD76 _[W�Jt_ -MIU430 A_ FIMB011 SILI NE'W LESS INAN --- -__- PB EWA,TO H'ABOVE FIYIS 11WR.' eY , � r i q i � � I�V161QVB 1= °Sa MM3Dab nW3046 C870 i'9Y3W6 1'IW30.16 First Floor Plantl N mo : s em w �Fr� Please Nn,r,I'Wad.Imn' sbnwn is si,e;l In'n Irlh Id,be •nl hnun; .. 1/ des nSWaU sed On i '.dolion-tills,c r e pONI must = U IE 5 er • be d0wn�>rJ Ilomodim s m'b II Inc IhiI, , O/uls laliari. Its n,sl d) I 1 1 d en j LI sd,'n 'nd'catP,. w u J _ u' ` yin 4 • a v 72 o u d) v NI NOT,These plans represent the closed approximation to the E OS su0mitteo design showing for established bulldrng codes, O O safiey standards and design limitations. ✓ J Please make all revisions to plops in RED r,dn o,r,aneil O and sign and dolO each page.Then return to CSI tar car reclluns. a) 1 It DO revisions are desired.sign ODd date Loch page O Y. } 0 <__•_..._-_.__.__.__�—.T__.-._-- --.� 36•0".__.._r.-__ -------- WTI rovol d:het Urn la C51 q bs m rrt Q si if in Fnal A u a.<F p Q ------------ ------- F q ------------------------------------------------------------ V 4 F --------------------------------=------------ D 0 w I ------------------------------------------ ------ - c z ,�I e So a , 7 I I '.____.6'0 i ._ 5.1D• ___ _..5-10"_-.._ _._ 60 114- i , , r Em , j Lelly Coh.nn 4 Fo:mL`i9 O _ I !ee DeteGtp - j� QQN 1 _ I � } I O i I r i � Povdetlpl Well Povdetlen Pootlrg ' --------------------------------------------------------------------------------------------------------------------- I f � c15"AT—.Boll.or Strops PB'0'O.C. Irom corners bybdilder,dtoler.G.C. NOTES loV of Side Wall FIW.wDAIIW PLAN SUPPLIED FOh OINLNSI WS W Y-Buile../Oea 8"IYin.)Si 1<condi liana 1/T"Plvroad -- may dictate Thicker mot lS I cnneiliona ibla la, Ioundalior.ea 9 P r local coo..t S,Iv AA Q Zed Plate 2. WI RAC10R IS RESPWSI BL[10 ASSURE'FWIINGS ARC BCILN 9 FROST IINF AN0 ON ONE-ENTBCD SOIL. 6 T HITC:Wall ht igh1 ligur to 3 CONTRICIOR IS RESPONSIRLC TO ING, CONTROL JOI NtS AND m p T.S Ylolea loot 2Y10 hoot.ysitm MID FROPLR WALL THICKNESS 10 PROTECT AGAINST H III=III III= ' s Rsed wIn u•a Ir uoemts LATERAL PRESSURE ON LORD rWNDAnoX WALL..s I IIIauI=Ill=_III . LALLY COLLAR SPACING ROT TO ElF111D D'd-ON 24'NIDE.B'B'OR o 2,L Sme i{ III=IIIJIIc i 23'WUL.9'0•W 26'RdE.S11G.AL G.Lpn GATIWs WILL BE SMQW�BY SOL IO CIRCLE ON FWNOAI ION PLAN.LD GO OWNS PROYIBCD 3R1/2-C.C. Filled lolly Col. A.INSIAIICn BY BLB/BIR/G.C. foundol ion Wan / (by 8R1 Tat r/Dealer/G.C.) 1v6 Shoe Tab Sill cilh Nolerprooli J•5'Stetl Plate B. LWAWLITHACNET REWIRE OFYNOTICSSWHAN T1I�00agIISOFES S _ �- foandol ion Woll With FWNDAIIONASPACE.REDOCE TO IOFHNIIN APPROKD YAPOR Wal..Drool ing—I' WIT,Nei ghla mey ralY BARR ICR. �VIBIQVO I nundolion Conerele Floo, 30".JO".10'Concrete L Becau3e of Bile condi)ions BAgENCNi SPACES NOT rOR—TABLE OR OCCUPIABLE rtIXwrS WSi v fooling("Pica)) of IOYnaation contractors Ill I LlL- III=III=III= a•nos, D BE PROVIDED WITH A GLASS WINDOW AREA OF NOT LESS INAN All-Ii1=I III-llI=JJ=_III loin) - �• �' vied OF INf FLOOR AREA SCRvr,,. Inv 12% 11HABLI 6ASCNLNI 04W s III-III_III- R NpavS.1 REWIRED IN R.I..HAD.I AGE SPACCS NUST BE ` rer imeltr Innin L BitPolr =III-Iliclll `'• 111=III-111 Paimcler Drain PRovm[n WITH GLAZED AREA IF HOT LCss THAN u AM :y / RtaYirta\ -!U=11�11T=1U lI-W-W=W{11=Ills Rs ReaLirte O it Paly 1 MENABLE AREA of NOT LESS THAN IS or THE AREA SERVE.. \/ =1IL1 L1"-II`1=III=III=111=I1=, —1 OCICLtOF(5)SUPPLIED BY CUS1W11ED"DOGIURCS INC.. _ N `.v.' 3"CaeDRCltd Undi 3l ua aed Soil 'c .. 3 floo, FOR THE RASENCNT,LOCATED Rv THE LCL OFFICIAL AND NOIC: INSULATED M Sit[BY WILDER,p[ALLR.G.L. III-III O _ III-III-III- Lrovel .� (Will) IXSIAL(In BY THE BUILDER/DLALCR/G.L..ONE SNONC DC1[CIOR ll-Ill=W-W-IlI-W-W-Ill=l11= ell '�'}S•III III-III= 3'COvgoct ed Gravel P[R/IIOu Ft.11. IS hCWINCD IN WSS.R R.I.. S III=III=III=III=III-III-Illclll=Illla 11=111=11=1 -I I-I I- e. ONE Grl eHOTFCIEu Rm[rlAal.WE TOANP lMRIORY flEC[FIACL[ z CIA 1-1-1-1-I1 IL-_- �_unei.lymee sail IlldiiJll=llldlldll-III-IG=-i{+—=� AND Wf 2aALR'NATER HEATER RrcCPIAetE Llr HEW IREB)IO SPLIT ENTRY KNEEWALL TYPICAL SPLIT ENTRY WALL LALLY COLUMN FOOTING RC PROVIDED AND INSTALLED BY IDC NSTALLB.ILDER/DCIL THE TYPICAL WALL ul,aistarbea sP u p STAIRS To THE BASCYCWi SOFPIIED AND INsuum BY INr 4.d1 �j SCALE:J/B"-I'O" SCALE:3/P'^1'0" SCALE:3/e'=1'C" SCALE: WILDER/DEALER/G.C'.. (SIS—Iloa,Dlan for...cl local icn). lYw 3/8'�1'D" ' DESIGN CRITERIA x DETAIL E - [AD4E70 ROOF I lop C DH: LOP MID LM LOUD /CPsf W ` TO D M CHAT DEAD!^ Solt w W --=r—RIDGE VENT 'w.TOMCNKNOOENDLao lops/ <L., S \ TOTAL,0U O SYSTEMto ROOF SYSTEM wD Lan 2-w: axN J 0 GIRDER 12 NOTE:FOR MC HER 9UN IDIOM(IAE LOAD)imL4iS PEl Q BE RE ON D FOR THE HIGHER LOAD. F FLOOR LIE LOAD,. UI-W Q.. U 12 DETA FE6r FLOOR L i •. VARIES NOTE: rG .fDFLOOR tE Ian 30p U fn CEILING JOISTS DEAD,LEND lops! In 12'.T3 Box-2.8's DESIGN SPECIFICATIONS <En z TOP LAYER LU INSULATION 70 --• LG .. L j j 1��1 BRING R-VALUE NS TO ED G.C. DETAIL G _ (TYPICAL) AND INSTALLED BY C EXTERIOR WALL SYSTEM ROOF LASS'SIEW w O� RF= (TYPIGL) - - [U4'A'FIBERGLASS BLSsZ ASPHALT SHINGLES.15/FELT PAPER g19/3T EXPOSURE ONE APA RATED sNL1LwNc _ 00 ~ ps - ENCsQRED TIM'ff$2/40ATTACTED TO SPAN ORDER f- -W •• y 1 < DETAIL E SBRL M RJB OKJKMAS MA,r/KW7 PAPER VAPOR BV✓roEK V N DETAIL A - 2'00 WILE t A LAYER ar R-MAELAIRA-W OR EOwAtEHf i0 E � � CD � a- FIRST FLOCK CEILING/SECpD ..A.IE.,E:..;•;- - A'RED TO NSlIE FACE 6RY7E6 roBRMM a-vALIEwTo w Ir-I C 5 ---FLOOR DECK MFEM P Raor TRUSS nNR1BfJIRD ��MOVE BATTLE&MISMATION 6 SPPLm�t�Nlm er cc 2 ZLA_ uj H LCwFat BNANGt tf NSIMA7DMM Sff CROS SECiDn DElAtS, (1) 0Q JQ ai6 S7 j.OUR BETTER RVIERS.IMC.SUPPLED t UEX7ERfOR uLlR�'�BY�D���SYSTEM DE7A IL G TW IS/12W.I APA RATED asxT ONE EACH SIX ER.TAM OF JOSLATIK3®N/AaESLE ND(11)I-A16D STAPES. -"[AGE WALL SYSTEM ATTACH(1),/7'O.BEE AND(2)WASERS TO EAN SIR. Z a.e RIDGE ail*if SM WADE I ELOVL 7/'O.C.SPPLED BY CUSTOMIZED ' e� SIRLCIVESW/RI9 16UADW SUPPLIED a INSTALLED BY G.C. T+/IEDGER STRIP )1< (N TTb spl/7 COIAR 1F( ,I o g] INTERIOR$TA QIEM JO679.CJt30 FIBERGLASS M611LA710N Sy SUPPLIED OD INSTALLEDBT CC. Ixi� DE7A1l D .FIRST FLOOR SYSTEM - DETAIL F - NOTE:MATERIAL FOR ROOF STSRWt ROOF 5157E11 SUPPORTING RAUS . O (EXCEPT AS NOTED)SUPPLIED d NSIAUID BI CIISIONIED SiME1URES. U FFW FLOOR CEI MC/SELWO FLOOR DE'X'Fla i I HOLD BACK T COURSES III 13/P DPOSLAE ONE ARA 21'.o.&C tNOWAHENT 'Y H I INSTALL AT SITE y CST SNORE IIIO PE INSLAA N/IIIO spl/a D6T1z".0 N DETAIL B (IN$IALL ON slit By CST) Rig i138Ah55161AAi101 1/2•IIVidWD,LYPSRI. FOUCAT ION EXTERIOR MAL SYSTEM W SEE 7K)7ES 15/3T Ewmx OE AAI RATTED SWAG N 2 �'•- `r..( 2-T66 MILS EACH RAFTER 216 SDDSSRF STUD WADE OR HM16ILC. �'- 2.4 RAFTER SECTION 19 FIBERGLASS MWAAIIH,NAWN7 WER WPM BIRRER _. B 5INUD EMERY T.1/T WLLBormcP9r $ e, 2-66 MILS PER RAFTER 106.Mn 6•a IARRLIDE WILL m7(M tA tfz M BASE]ENT STAIR (GLUE REQUIRED) 3/c ENOSUE ONE Nn RATED S(ADWG iT(ON S SHEATHING •U Td iC MTEM (ON SITE)_ \ 217 gotLaPF SD.O WADE OUR BElER169.c :.:E3aER 1/2'MNILIAWD,CTPSIM \ MI{iRN MIWt 5'ISTFO N'Y \ III AUD5.9'F STUD WADE OR ED91.16.O.C. s \h6 Pn RAFTER IT*mum 167AATDWjitlC11O1'ID BOTS.WWRT G CROSS SECTION °°I°"SITE Wit 0) a STARE1L6ElOM,1/rwJ9Dvm.WP9n / FIRST nnWR SYSTEM a3/P LXiOSAE OE"RATED IEC aaoEAYMEN T 2/.¢-DE mo rEaErR W/1ID FLaMx.D6r,16ro.c NATl SPF/7 a BETTER DETAIL A DETAIL G 261t 28WEE-OBL U12 PERIMETER W/2110 nOOR JOSI,16ro.C. RZP.;REQUIRED AN ICE AND WAFER BARRIER IS APPLIED ROOF SYSTEM 23/32•T&C ODFRIAYENT WTI.SPF/1 OR BEr.R - LWCR IRE SHINCLES,PER THE Mr. ING`RMCT IONS, - SUPPLIED ST CVSTMi Z[D STRUCTURES. DETAIL G rmck imm;COLAR TIE to RNID6 [XTFRWt a YARDAGE Wl PFTAETER BEAvS XIS OUP.LIXER TO i CIIFIDING FROM Rif•.EDGE 0;THE SOFFIT 70 517E INS1Al:CD►/(T)I6a MILS SUPPORT FLOCK A6TSLILC[PT sM'4 TOW REQUIRES IAS ILpGFR OR JOM OJACERS To E USED PING THE WMAGE NAU PEMNETER. A POINT Il•YIN.INSIDE THE INTERIOR WAIL. EACH J0147 EACH BDI SOLID 8RA"1M , R19 ISI AIDN R/&PC R BORER BY C.C. 60 atV.NAILS.6 FAUN SIDE STAGGERED NOTE: YORK REaAEC DE.D6I LOW ALL Mal-BCARPM PARTRIONS (ON SITE FIRST FLNR OEIL IN:/ /,0, I-- SYSTEM 1.9AfAt- USED FI PROVIDE '� SrSTEMCOND ft00R DE" I,�a,0•�I (7�(PL)pR pEpU roiN6<n00R Q11G/SECa0 FL00R RO( AIR S^A'.0 ABOVE III IJLAIION STS7EY - 1/2•GUSSET ------------------ - EARL WK TREAD tf(�ID Z RNCO Tt13 REQUeES 1 1/8'IIo9HO. vF/2 so:;1 T w'aAUID ar tvsrOMI�D srAllTial6 BLOCK 11.0.[. I I I I I I EACH SIDE OF RAFTER. FIRST FLOOR CEILING/ WXRm81/1- 3/8•AC SHIG. I I I I I STAFLE AND GLUE 10 SECOND FLOOR DOCK sr STEW mL,N RE(U)a<'O. (3)ail:¢F/2 ON PETER STRIKERS 2•ALLO.VENI STRIP I I I I I I FLOOR JOIST,USING ---- - HEAOR7C116a ML6S ILL NEW I=ONLY It I/.. 16 GA. WHOM 31•ABOVE HEAD,3P TO 36•ABATE I"NEW YORK ONLY GALV DRIP EDGE NK STAPLES EACH SIDE. 1/2.91TC. _..a OPEN SISTERS REM BIIISIEiS B•O.c SUPPLED t INSTALLED BY G.C. MY I.I TRIM 1/2•$NTG. COMPRESSION STRIP BK.ScIENN SA6651SNYI Tp COMPRESSION STRIP —(fi)I(rd ILNLS(RAT) MATERIAL SUPPLED BY CUSIO W STRJCORESN AUn)BY G.C. MY 1.6 FACIA (xTERION WALLSYS TEM MK TREAD 91MM TIT MOSEL/EIE YOB REOLNES I I/IYMSING W IDETAIL B FIRST FLOOR SYSTEM DETAIL D ,A{ MARRIAGE WALL MAX R�8I//• D: T (3)2X12 SPF/2 OR BETU SIRMCERS MARRIAGE WALL SYSTEM NEAom sr w.6S MK LEY IORK ONLY HYDRAE W ABOVE RM 30•ro 36•ABOVE TREAD NEW PORK ONLY FASTENING 70 SILL PLAT[ FIRST FLOOR SYSTEM SHEATH I P4 SCHEDULE OPEN SORS&W INLUSTi16 BO.C.SIPFUD t INSTALLED BY C.C. IOE OIL PERIMETER RIM JOIST TO THE Sit I PLATE W/I6a MILS 16•O.C.OR OIL NOTES IRE FOIADAT ION ANCHOR STRAPS(IF USED) _ RELEASED ICY;;`M THICKNESS GRADE NOx O`ffiRL —'TO THE RIM JOISTS BY G.[. 1/2•I STEEL BOLUS 1. FOOK:JW,:>'.,:I WALLS NO BASEMEN FLaas ARE I SEE NOTE 5ila- NOor 19/1Y Oss 4/20 16/-HTV, WREN -I— as8 SILL PLATE W�'�� '�A•C.C.PER MP'A:1BF a7R5 yM (Br c.c.) EFT 7 MAIL s/3r OSB 3a/r 3/89Pi OR 058 NO 9E COd D 6. 2 DET..ts7i S.�i UCVAi IN OeA CM NO CALCWTIOS ARE WHIM,., A' 7/16' �1 21/0 31r PE WOW N T J Q AIpI1BE N 011t OIILIII'ASSRNKi/GMLDAAiION IIALRlI 'NOTE: P• ` FLOOR 13/kMa: UDiAYlO 2:-O.C. ;:a:.7Um 3 FASTENING CONFORMS TO BORE FASOM SCHEDULE THE FASTENING W RY- ME ISLAND R!OIIRES as ! 1/2•.15•ANCHOR BOLT WPRIADE MALL BE.BOLTING - Y OR l Sltl PLATE OR O e 1 1' BONS INC.?WASHERS!M17 INSTALIEo � ER� 7 /� � , a5 a STRAP 6'0.O.0 AND 12• / / ( ) IM LAILT CO.e PlA1C 1.Ai1C MEx1IM6 RQ7'ED IIROUg1A WMBNiION$aFD UD W At RRNAfE FASTENING FROM ALL CORNERS 2.1.FROM EACH END APO A Wi./'O'O.C. (BT G.C.) I.ALL SCATTING 6 ADDICT RATED RIDGE IEIIINL SISEN.CNOAATIOLS ARE AWILIP! NL o V O SINGLE SILL PLATi 6 F WrIAC MALL RIM JOISTS ARE HOT TIGHT, I SEE SHEET/S 2. RM$H ATMNG-L W.xR '•:M DJ.ALL G ER OUR QUALITY MWIk. a 7 SHIM A BOLT LOr.Ai ION BEFORE TICHi RID FOR SPAC I.'; SNE iHNG CLUED!STAPL OR HALL PS FA TEMM SCHEDULE.O � _a 1 S. NEW YORK REIXPES IM7 N ue'R IW691 MATERIAL A O m By CUS IONIZED SF.BCTORES. W A WN.CAS t'SURFACE r,YE SPREAC'.&WC �RIJ�v NOIfS 1.DESIGN FLOOR LNE:a-TO PSF(B£OROOMS ONLYJ 2 E DETAIL C REc7xw.SEOUfNaff ROOF SMEW SAS FOLLOWS 2X6 STWRI RAFTER DfTA¢ A.WODWS ARE'%7ACT MOIC TO STAN44R0 SET-UP H W W IX4 RIDGE DE - FOR A"DORMER IMIXw PR00000 BUZZ ERECTION OF CAPE ROOF. W N 48"OC 7EWR7RARY SUPPORTS REOULRED WHIN BOTH BOXES CUT END Of RAPIER B RAISE 2X6 PIN RNIER SECTXWS AND INSERT KNEEWALLS INY£PIN RAFTER'S TO SUPPORT ONE SIDE WHILE THE SAME L8NfNsm KNEfWALL MUSTAESECURED TO FLOOR AND RATTER SYSTEM. ' THE OTHER SIDE 1S BEING SET• AS RAFTER BROW C.EACH PW RAFUNiST BE NAILED OFF PER DETAX'1". �DETAIL B •{1 LENGTHS REW/RtD D.'MAR.rl WALL PE W U(CEILING)MUST BE SOL70 TOGYTHfR,1/2"10171 48'11C •' DETAIL C Z 3/ 6 f.•WSTALL fNOUli4.a"DES TO SECURE ROOF SYS7EM•(CAPES W7M NO SHED CORNER) - � � W � IT W7DI=l i'4 7/8" O 'j ' IX W70E=174 7/8" 2-16a X4XS 84LAfJCf OF C014,W DES TO BE INSTALLED BY C.C. Q ir6 mu w 7E: N'W]Df=IJ7 7/8" fK 7-16d AMS t4af W71x f.•CAPES W77N SJkB"JORNfRS S£7 ALL PANELS AND SECURE W PUCE O ¢ N O ere AYp7 r?�2'4 1Xa Aoa7 RYE SET TRUSS R07SECDONS AND SECURE IN PUCE Z o; INSTALL fR0UL alLAR DES TO SECURE ROOF SYSTEM J-as X4YS LOY EAro (i4LWCf IX.C®9k4 llf5 TO BE INSTALLED BY CC cn (a''SaE) G:ROTATE TX4 RAFIFPANfLS FROM FOLDED POSMON UAQ -y lanrr niBLl6ut TO 2X8 THEY MEET AT POKPANELS MUST BE TEMPORARILY SUPPORTED UNOC •• m CD I L A XaBwu[YGC ALL ROOF C01B1AFNTS ARE SECURED IN PLACE J N X�EWut YGY&£7DTA0.V7 w/l H.WTALL ALL C(M60PE/0 FOR'A DORMERS"AND SECURE W PLACE. a 7W S4W1X4 RIDGE DE WHEN PRY-�d BY FACTORY. - O HYw Au WN BMS /8 48"OC L'ALL ROOFNG ON.17112 PITCH ROOF AND SHED DORMER BY M. F- m a -- J•WHEN A DOR MSN'ARE INSTALLED ALL VALLEY SH/NIXING AND STEP FUSHINC z d Q STANDARD WALL DETAILS FOR TO BE COMPLET®ON OF BY G.C. W 3 W W Q Q _ 2x8 aaas AT57 1X4 WALL GAPES W17H GIRDER TRUSS ROOF 1X4 WALL 6'e' ,'s• 1-REOU/RED 2-REOU/RED Uf O L`10 0 na nac AUT worn Amwm W-VAN 17 Q Ix ON tun q \ Z n 2XIB C aM Agar = I - 11.. E,,,,,S � °� 1 2X12 KNEEWALL 1] ZX6 11.i BLOCK o - _ I fN0 PLYWOOD c 0'1 7/8" xfRE Amfto a'„1/4- C- p II I ,---s•B,/4°—� I I �2X2 LEDGER � n 1 �-----14'01/2' _ 14'W7DE=591/?" _ --4'71 1/8,, N e� 1 J'W1DE=4'9 1/2" e ' 11'WDE=39 I/2" n 0'3 5/8° 2X6 PIN RAFTER DFTA/L 0 c o J > m 13'4 3/8" O - HOLD 84CK 1 COURSES OF 'u SHINGLES AT HINGE PO/M DETAIL. B ,i DETAIL A INSTALL ON SITE BY _ - rSs/,B• 6 2X4 RAPIER SfC]TON 2X12 KNEEWALL BLOCK 6d GNV AMS I/T ft WW aW EAa mr a RAMP 1-1&AWLS FACH RAFTER HOLE PLACEMENT MUST BE CLUED 6 TALW SIDE STAGGERED STARE AV aw W ROW X67.1IM �� AND NA2ED IN PLACE (1W 97E) 11-1 1/7S 16 rw STAW[AM SW 10d NAIL 6"OC ON PIN RAFTER m 2-6d NAILS PER \ (GLUE PEUU/RED) 0'6 1/8" ;' RAFTER (IHROok�)YWOOD \\\ P'i�i° RIDGE POLE MUST BE SET j TXTLEDGER 1 1/2"DOWN FROM TOP 111 1/4• OF RAFTER. YWOOD 5/a"RY. 1/7°RY. lOd AwL P B"ac. TX6 PIN RAfTFR OVA 2X4 RAFTER SECTION I (ON SUE) 2X6 COLLAR TIES LENGTHS FOR ') N CAPES WITH SHED DORMER I 3-1 7/8" N a-IW WS NS IND r 3'0 3/8" 2X4 KNEEWALL DETAIL ,�,F,• 1 a av'I c A'7 5 T7'WIDE i 5/6"D1A.DRILL /16" �6 ' �-- \ a9 THRU ( T H ZX4 PLATE TOP. z 7777:77: 2X8 RIDGE POLE TOP. � T 4-6 7/8' W I o � = 2X6 COLLAR TIES LENGTHS FOR 4'S 3/8" CAPES WITHOUT SHED DORMER i a a Q IJ'WE 24'WIDE'=97 1/2" m = 16W/OE= 112112' �5-75/16"� 511 13/1V RE"151ON5 01,e I 18'W/DE= l3'2 1/2" sa r—� 5'10 5/16" yao GUSSET DETAIL S 14'W/Df- 6 GN N I�J M47FR7AL:1/2'PLYWOOD 5 z SIZE: 100 AMP !BE AL#R051694z CIRCUIT DIRECTOR rILI KT In REFER/OUTLET f 20F KITCHEN AOA RANGE K7 COUNTER/OUTLET 20A KITCHEN M.3 COUNTER/OUTLET OF, . OUTLETS u W t 20A KITCHEN 15A. MAIN BATH/OUTSIDE V J. CS CRAWL SPACE LR OUTLETS S nA 4 F 1 15A NO BREAKER) 15A LIVING ROOM - F FURNACE BR1 OUTLETS ZOA (BREAKER ONLY) ISF BEDROOM1 vl w W WASHER BR2 OUTLETS -0 V 10 LE, AD�w.'i�'�_ 20A 15A BEDROOM 82 -1 E r 43 \ AI( I D DRYER BR3 OUTLETS 6 m 30A 15A BEDROOM R3 (j V dl --- S 5 DO Lt GEN LIGHTING y N .1 O bL. $ .� wi.L IISA KITCHEN/MALL/SD'S DW V At ! �c3C�1 m $ W 4 m 1G io#iEer S PI e � PdrcrH - � S WYpm I S S ❑ Z AKIBI Diking L•' U Q� $ O CLRI83 S3 AR 2B Em E ' BBR1A7 � v' BBR2 TV O � N BUT 5�droom LivingIn F 5 ILLN@IF W@It U 53 BLRIA2 } �C rc A RI CLRIA3 LECsEND ILa MW3pI6 1'IW3L7♦b 1"IW'AM 1'tW30b DUPLEX RECCPIACLC NAIVE RECEP74CLC (� SWITCHED RECEPTACLE FO RAAVE NOM FAN SIAGLC PoLC SWITCH ¢ LIGHT A J-WAY SWITCH $D Sr RACE DEFECTOR 1 1-WAY SWITCH © THERNOSIAT ($ EYL'RCENCI SWITCH T� COAX C'OWTC7lON ® TEIEPHDNE JACK FI�CA FAN/L ICHI C%W "IRF RUN TMWGH WALL C'9 HCAT/FAN/LIGHT CYAIBO 9.P.=MEATHCRPRMF EE HFAF(AN IIGHT Sll'I TCH q, (5'/0 CL fROM FL COR) CJR-CRIXMD FAULT RECEPTACLE ELECTRIC BB HEAT- P CFCI-iWOUNO FAUL T CIRCV17 1NT(RIMTFR > p JY NOT'c5 PANEL K Y CIRCUIT LEGEND 1. At ELECTRICAL COMNC7MYS @ EOUIPY(NT SHAM!BE LISTED 7. ELECTRIC BASEBOARD HEATING RATED P 250 W'AFT/FF @ SIZED • T FR-L1VlNOROOI CXAIIPLC A BY A NAiIWAIIY R(CO'N/IM T(SiIAC LABOPA TOHY AND IN IDS-ISL ABOVE CALCULATED MAT LOSS. /A0.OINIAC'ROW BR1 B 1 (] CYAB/AIIW WIIN lISIIAG'@ IABCI TAG.CCWOLCIIWS @ B, ftlCIRIC HEAT 0ElfIED W BUILDINGS"IN HOT WATER OR EWIRYCNI SHALL BC SUI FABLE FOR BOTH THE LOCATION OTHER PLAYER INSTALLED HEATING. �EOrPLJfAlS -m I B Il7AIH MD USE. 9, APPL1ANCfS SUCH AS WADER HEATER,WASHER @ DRYER NAY 1[KSICR BR I CIRCUIT PRWR(S51.(RUM 1. !(M ALWINAI COVDUCIOR.S,CWN(CTIMS SNAIL B(OF IYP( Hf fl(LD INSIA[LFO BY BUILDER DEALER G.C. �OROOI -' PANEL BOA FOR PURMSC. l0.RANG(CAll[15 6-3 5111 AL LW—OR B-J/.—COPPER. J BCIAWKW/J ` 19.UNLESS OTHERWISE MOTTO THE NOT WATER HEATER AND CLOTHES 1.CIRWIT OE51 LNAlIW(W PANEL COVER). QEaS J. S4VLC DETECTORS SHAtt HE DIRCCi[Y CLWNlC/CD!0 A 11. INC LAIN SERVICE DI SCONNEC/SBA((B£INSTALLED AT A DRYER MfAH(R AMP WIR1AG ARE OPTIMAL.LOADS ARE TAKEN (ETC) J.'SIM OF WIRE L ICHIIAC CILiI wIIH M)INICRVENIAG WA!!SNITCH. READILY ACCESIBLE LOCATION NEAREST 10 THE MINT 0/ !-.0it, GE B-END Of WIRE 1. All HL4bCS I'(R C(WNlLI/CU/NAVE AC%p'SMJAL ULYrCIUNS 1N10 CLWSIOCRAIILW IN III((LLCJHICAL L0.1U CALCULAf/LW., lI,LS GENERA! LHFHAACF OF THE SERVILE CONDUCTORS AS PER'CC SEC.1J0-10p. 1.W/RC SIZE I-I1/1 INSTALLED AL!FLS.All HWSC'FOR MASS.M FT./.LARGER THAN 20.CABLE l5 TYPE NA-F. /Sf(DIRCCIDRY _ I1.ALf C R/AN METHODS,CIRCUIT PROTECTION @ WT(C]SPACING 21. INSUTAIFO STAPYFS USED I-ALL WIRY MIAMI PER NEC, 1 11/ I?OD zp.If.HAVE SfC(wP SMOA'[DETECTOR/HS/Al L(0 IN R[R CLRh'LNI COlI1LW OF N(C. - C(F-CHUYNU IAU1I 3-11/J B •IIVIW ON 01N1NC ROOM.S r DEFECTOR ILCAI/WS!OR 11.GFI INSTALLED Br BASEMENT CIRCUIT IS 70 B(PROVIDED AM) RECFPIACIE tJ.ELECTRIC PANELS ARE 100A 10 CA'T.LW 100A, 10 CKi.PARTIALLY lACTORY 1-11/J ILVITS IN R.I,IYIDCR DISCRFTIOV D!LOCAL HIRE 0(flC/CH WINFII, INSTALLED FY C.C. _ EH-CIrC7kIC—SN HfAI' 5. CLMNFCiCO IMD Ol AN ELECTRIC HASCLLMRD HEATER tlRAACH 11.PANEL M1A'LOCAtCU IN 8.15(YfNI,(ICLD INSIALLCO @ LgUNlCO 2J.20ACIO HES CLOSET ETHII F IS 10 BE 70 90 NECEASEMENT BY G.C. a"ISPOSAY[R O CIRCUIT SNAIY NOT(AGfLD BOL OF ITS RAT/NC. Ov CXIFRIDR WALL BY C.C. 11.CIOTH(S C[OSCI L/fJ115 COYlppN TO 90 NC Alo-B. BP-p/SMSA! 5 N 6. El[CYRlC RASEBLNRO HEATERS CWFCMY 10 THE REWIREWNIS IS.YIELD CLM'IRACIIW IS RCSPCWSIBLC TO COIRLCTL BALANCE 01' WASHER OF IT ARC INSTALLED IN ACCQRDAN'E WITH'HE I[ARLRAIURC - WiRYAG NOT Cf1WLETCO BY CUSTOMIZED STRUCTURES INC. D-DRYER PfRrMAANC(RFWIYNMYNIS DF :AF( 1W III SIAM ARD FOR 10 16,WIRES NNOEO WITH CREFN FARE ARE FOR FIELD CONNECTION fW ELECTRIC BASEBOARD HFAYIHC."I NY$UN/fMV FIRE 70 BASCYCNI S"E DETECTORS.RCD TAPE TO OIL BURNER, A�OIA vN v PRCVCNTION A,BUILOINC COI SECT ILW 1000.1E-:. - FITTING 6C HEDULE DWV FITTING'S • - PARI# DE5CRIPIIUN = •l 1-1/?" 90 ELL. d) 1-1/2" 90 L.S. ELM. 4 2" 9n ELL f. 2"90 L.S. ELL. v (: 3" 90 ELL >ti0 P!TCHEN 7 3" 90 L.S. ELL y J 9 4x3 CLOSET ELL v Q 9 4" CLOSET FLG TCE 2A SANI TEE 1 7" SANI 1 " S U fi- IQ � F 12 2x1-1/2X1-1/2 SANI TEE m e 13 2xt-1/2x2 SANI TEE U aM SUPPLY SYSTEM \ 4 . 1/2 SANI LEE 3 AN e= • 15 3" SANI TEE m Q WC 16 3X3X 1-1/2 SANI TEE �U V: J I �', DWV SYSTEM 17 3x 3x2 SANI TEE � N COLD WATER PiPE 18 2" TEE WYE&1/SBD f1 ,`�, A a F 19 2x20-1/2 TEE WYEh1/8BD 20 3" TEE WYE&1/8BU HO7 WATER PIPE -------------- ' E'er O 0 -- - 22 3x3X2 TEE WYE&1 27 3x3x1-1/2 TEE WY�&i/8BD 8 BD 1- 4 TUB/SHOWER 24 3"D UBLE TEE Q W I 25 3x 3r.1-1/2x1-1/?DBL TEE yT; 4 a I • 0 26 3x3x2xi-1/2 DBL TEE N Q Q I 27 3x 3x 2x2 DBL TEE 0 28 3x2 BUSHING I 29 3x1-1/2 BUSHING U C QB G 30 3" CLEANOUT 31 I-1/2" P TRAP 32 2"P TRAP 2"PVC 33 TUB DRAIN&OVERFLOW 34 BRANCH TAILPIECE 3"VENT THRU RODE i F QB 35 2 TO 3 COUPLING U t 36 CONTINUOUS WASTE 15 • NOTE: =SITE CONNECTIONS BY G.C. 37 LAUNDRY STANDPIPE(18 TO 30") If AO O ® 38 2X2X1-1/2X1-1/2 DBL SANI TEE F 3 39 3Y.3X 1-1/2X1-1/2 DBL SANI TEE I QE 2"PVC 14 O i 1/2"PVC 40 1-1/2 DOUBLE TEE I� a. O- / O \ KITCHEN SUPPLY FITTINGS E A 1/2 Cu TYPE L TUBING H 17 36 B 3/4"Cu TYPE L TUBING E, m_5 - C ANTI SCALD MIXING VALVE D TEMP&PRESSURE RELIEF VALVE I U E 3/4" COMP STOP i F 1/2" COMP STOP TO SUPPLY 31 G VACCUM BREAKER Q O H PRESSURE REDUCING VALVE a NOTES: HOT WATER HEAT g HOT 1. EMERGENCY BOILER SWITCHES.THERMOSTATS WATER HEATER ANO WIRE PROVIDED AND INSTALLED i1 BY CUSTOMIZED STRICTURES INC. \ 2. NOT WATER I1E11 ELENCNTS STUBBED TO BOTTOM Of FLOOR JOISTS.CONNECTION '2"PVC DISTRUBITION 4 AND ZONING BELOW y 4 J01STS BY FIELD CONTRACTOR. 2p 3. FACTORY INSIALLED MOT WATER HEAT TUBING IS ® O TYPE•M-COPPER. 09 31 4. HEATING ELEMENTS ARE SIZED LOX TO 15X WC ABOVE CALCULATED HEAT LOSS BASED ON 3"PVC 550"U/HR/FT(P 180 F WATER TEMP), 5. ALL BOILERS.5I7/AY:AND INS[ALLAHON Future Ven4 13 ARC BY FIELD CONTRACTOR. }••PVC 3.� NOTES: PLUMBING Pvc 1, ALI WIERIALS MEET OR EXCEED APPLICABLE 6 PLUMBING CODES.TABLE 111-904 2. ALL VENT&WASTE LINES ARE PVC SCH 40. 3. FACTORY INSTALLED WATER LINOS ARE"L" TUB 4. COPPER SUPPLY LINOS FOR KITCHEN SINK Q� 33 1 1 20 RAiHROON VAN ITICS AND WATER CLOSETS ARE T CWIPPCD WITH SITU O((VALVES BELOW THE 13 FIXTURE AND STUBBED IIRTU FLOOR FOR 1. FIELD CONNECTION BY CONTRACTOR, 31 5. 9}5 SOLDER USED FOR SWEAT CONNECIIONS. 22 6. TESTING: A.COPPER LINES ARE FILLED WITH AIR P125Psi AM ARE IN WATER. B.PVC LINES ARE FILLED WITH AIR P q, Sp.i OR WATER FOR 15 MINUTES. 9q 43 7. FIELD CONTRACTOR IS RESPONSIBLE FOR E1 COWIEIf NG DRAIN SYSTEM BELOW FLOOR JOISTS q,,Sy 161 C,,& AND INSTALLING VENT EXTENSIONS ABOVE ROOF LINE IN ACCORDANCE WITH oCu APPLICABLE CODES. s TO WASTE &DIMENSIONS ARE FOR REFERENCE ONLY. ` CONNECTION 9.SUPPLY AND FMV SYSTEM FOR DISHWASHERS U i o d® Q FUTURE V AND INS IALLCD BY C. 10.FUTURE [Ni5 ARE CAPPED AND LABELED. o 0 • _ 11. 1.6 CA! FLUSH IOIL[IS STANDARD m n FOR MA.._CT ._RI . _ d 12.%t:=ON SIT'Co"'CM BY G.C. m - 13.FOR ADDITIONAL NOTES SEE COVERSHEET SECT ION'19. o I/.FOR INFORM4T DN ON WA IERHCATER,WASHER/DRYER FOR f.NAWL SPACE MODELS SEE SHEET JGX. Ld LJJ 6 L� NAILING SCHE[1JLE CONNECTOR & ADHESIVES SCHEDULE BUIIDING ELEMENT NAIL SIZE h TYPE N0.@ LC'TION REMARKS ITEM SIZE k GAU E LOCATION REMARKS . STUD TO SOLE PLATE Ill COI60U 2.6 3 DIRE, J01ST HAVGER W..U 91ME.GLV.,'_WEccp. HEADERS _ AS REWIRED Tn STUD TO W"Fi' 1-'COMMON PERIMETER BEAIO' W 2.6 3 DIRECT CARRIAGE BOLTS I/2•K9" W YI-I- WA" J VEN PIPE XG.:S TN`U LE SINS ,--C9YOX 12.O.C.DIRECT STUD SOE :ALAS SAL AS REWIRED .• SNOS.PUTES.ETC J Lu STUDS LSNEI JOIST Ise cC 16•D.C.DIRECTSOLE PLATE TO (- l+J O T i1 K OR BLOCNI NC 166 COMMON G.JOIST,16.O.C. LOCATION ADHESIVE REMARKS m C d e ROOF RAFTERS TO PLATE 16,GOWN 3 TOE NAIL PR-:a FA:TIRED TRESS SUBROOR TO JOISTS ]C C-NSTRUCTIDI ADHESIVE 1202 CONTINENTAL CHEMICAL OR EQUIV. ROOF RAFTERS TO RIME 'Es COMMON 2/IGFTER PRENA'lFACTIRED TRUSS WALL SHEATHING 3C C@IS nLICT101 ADHESIVE JI202 CONTINENTAL CHEMICAL OR EQUIV. W Z, W W L31 llr�ma OD P 16:COMMON A DIRE HAI:ED LE CT OTTWALL TO WALLS-CEILINGS 3C LONSTNIICTIOI AN651vE P202 WIITINT.iTAL CXFNIGL OR EQUIV. _ Q J Q OR GIRDER OR H.O OR W p O A CEILING J01�.TO PLATE 166 COMON 3 TOE i.AIL •16.O.C. F2000 ADHESIVE STS-:M FO EAL INC - 3y:ttk 1 12'IYRID IROWN 4-O.C.E.'GE WILT 1P PERIMETER REAM WOG'.ADHESIVE/GEC CONTINENTAL CHEMICAL OR EQUIV. N FIALL SkEATMIw- GLV.STAPLES e'O.C.,�IATE - HEADER TO SIM te6 G0601I DIRECT EA AIL. _ Z TI ' !RCA SMFLOOR 6d uIKATI •.,.F.'::'Rlk 1:TT TBO PLT11000 Fr �J r _ ROOF-110i1t ,•„'GREY.51Af�C._ ': �IIN.LE HEADER SCH'-DUL EXTERIOR HEARING WALLS .4 0 _ OL WILT MP REAMS lea COWS., 16'O.C.DIRECT Fb Fv . E RANCH/SPLIT GAR.M.FL CAFE/CAB/GAR.ROT.FL FENIM STUD TO TRIMMER 161 COIWN 16.O.C.DIRECT SIZE SPECIE/GR PSI PSI R10'6 24TIDE 311.E 28'1170E 24TICE 26111O 3100E j I STIOS TO WADER 166 COMMON 2 DIREC 2-2.6 SFFj2 875 7G 1.3 5.9• 5'7• 514' 2.7- 2'5• 2'3' • I'• _ OF PIATCS IFS'T•A•ON 2E•O.C.OIREGT � �:� 2-L6 SPF/1 1050 /0 1.5 6'E• 8.,. 5.10• 2'7• 2.5- 2.3- ( LEW,1 STRIP led GOWN 3 EA JOISTJ'IRLCT 2-2e SYP/2 1IOD W ,.6 6'fi' 6'6' e'3- 3'4' 3'1' 2'11- ICE, 2-2.8 SPF/2 875 •` 1.3 7'E• 7'4' 7.1• 3.5. 3'2- c 2-2.8 SPF+1 1050 1.5 8'l' 8'0• 7'9• J'S• 3'2' 3.0. - _ FRAM I NG LUMBER Sf EC IF I CAT I ONS 2-L8 STP#2 1200 1.6 B.7• 811' •'S• 1'1• O o< MINIMOI.J VALU[i ':PSI J-2.6 SPFj2 RISE1.3 7'1• 6.10' e'7- 3.11- 3.7- 3'E• I`' a u ITEM SIZE. Fb Fv Fc RFYARKS 3-2.6 SPF/2 675 T' 1.3 9'/• 9'0• e'8' S'2' '9' 4'5• EIT.WAI PLATES 2.6 775 e0 E:4 DOUBLE PLATES 3-WO SPF�1 IWO 1.5 ,]'T' 12.7• 12'1' 6.7' 8'1• 5.8' - a -_ ,HOS/JACKS 2.1� fL c5O 3-WO SYP/2 tMO S. 1.s 1J'0' 13.5• 12.11- 8'2• 7'10' 7'E• D. D. I 1 -PLATES 7:.1 50 60 650 L.t3LE PLATES 2-13/Pd t/. W®MW 2e00 2'6 2.1 I 9.1- 8'19' 8'i• 6.1' 5.10- 5'e' -- STMS/JACK 214 525 s0 t00 }I 3/l•.5 t/C vim UW 28W 23., 2.1 10.5• f0'T' 9'10• 7']• 7'1' 6'tt• � ' Ol IA..RALI 'J�TES 2.t 950 G7 650 SINGLE PLATE(NLB) ]-1 3/"'I/l•YM�Ip Z500 IE5 2.T 13'e' 1]'!• 1T'0' ^'T' 9'/' 9'I• . ',UO6 525 60 400 PLATES 2.3 GSO 60 00 SIROLE PLATE(NUB) 1 STOS 2.3 5211. GO JO-u -i.WALL PLATES 2.3/2.4 W 650 DOUBLE PLATES STUDS/JACKS 2.3/2.4 525 T. AOU iASTEN ONO SCXECL' PER EOCA 199 AND ECCA Ps.Acr a 8�16 ROOK!'LISTS 2.8/2.10 825 EO 700 _MECHANICALLY FOR PNLVYAiIWII', "MECHANICALLY DRIVI N FAS�LTTS ROOT HGOETVA 2.Bj2,10 825 e0 700 F3RIYETE7T PFAKi 2.10/2.12 _ 60 701 W/cAw Tuu`TEs ALL NA 11.I NG, I'STEN I NG "ND F':NNECTERS TO TRVSED RAFTER 2,A,.,6 SEE TRIGS DETAIL DWOS MEET ALL LOCI., STATE AND HOE CODE - GUIDELINES GO"TRNING THI;_ SCOPE OF WORK PLYWOOD SCHEDULE 0 USE THICKNESS GRADE SPECIE REMARKS N w WBROQi 3/4' UNmuVYENT STP,OOIGLAS FIR O W.WALL SHEATHING 1/2' WI STP,DOOIAS FIR ROOf SHEATHING 5/8- WK SW,DOIGLAS FIR --- r - a MARRIAGE CALL SHEATHIM 3/e' :.,X STP,DOIIGLAS FIR b REVISIONS °J w r W o to W 2 ;E ib W 0 U �J 0 • OJIYa 1- LU CUSTOWZED STRUCTURES 104C � o P.O. BOX 884 CLAREMONT. NH 03743 TEL, 603-543-1236 J w U U 1. PLANT-CUSTOMIZED STRUCTURES INC.PLAINS RD.BOX 884,CLAREMONT,N.H. 13- SPECIAL USE PROVISIONS, CONDITIONS,LIMITATIONS: ~ w I APPROVAL 032,EXP:5-1-97 BUILDING MAY NOT BE LOCATED WITHIN FIRE LIMITS w o BSAR #95-495 REQUIRED BUILDING SETBACK: 5'0" FOR 0 HR WALL AUG 3 0 19% J U r > CORPORATE OFFICE: SAME REQUIRED BUILDING SETBACK: 0'0" FOR 1 HR WALL 2. THIRD PARTY-Pf5 CORP,401 MARKET ST.,BLOOMSBURG,PA. 17815 14. FLAME SPREAD CLASS. ALLOWED:III PROVIDED:III ," s�_• p m r d CERT #:TP1A-02 EXP:5-1-97 14A.7YPE OF HEAT: ELEC BB /HYDRONIC-TYPICAL S " »I w 3 Q L-0 3. FOR INDEX OF DRAWINGS-SEE AT RIGHT TYPE OF FUEL: BY G.C. s�spEo�� w Q L 4. A.MODEL NUMBER: If CAPE F ;PMV°` _ M a _j a B.SITE: STATEWIDE ntecN>vKa to O on. 5. Use Group: R4 P.E.APPVL LIMITED N 6. TYPE OF CONSTRUCTION: SB TO MASS 780 CMR ART z h 7. HEIGHT OF BUILDING: MIN. 21'3" (FROM TOP OF FOUNDATION) 15. ENERGY PROVISIONS REOUIRED(ELEC.) REOUIRED(NON ELEC.) DESIGN 33rnPD BLDGs Paoli. - MAX. 23'3" (FROM TOP OF FOUNDATION) WALLS .05 .08 •0472 w o 8. 'FLOOR AREA:MIN.FIRST FLOOR:672 SO.FT. ROOF .033 .033 .026 P.E. APPROVAL ¢ SECOND FLOOR:560 SO.FT FLOORS .05 .05 +.OS LIMIfEO TO FACTORY MAX.FIRST FLOOR:1680 SQ.FT. FOUNDATION : .08 .08 +.08 QUILE PORTIOfl ONLY SECOND FLOOR:1260 SO.FT. WINDOW ..40 .65 33 V TOTAL VOLUME: MIN.11400 CU FT. DOORS. .40 .40 •+• o 0 MAX.40390 CU.FT. OVERALL UO 105 .167 091 7ST:FL., 2ND.FL. OK (MIN.) N 9. NUMBER OF STORIES: 2 (*+ FOAM FILLED STEEL REQ'D) .073 1ST.FL., 2ND.FL. OK (MAX.) 10. OCCUPANCY LOAD:MIN. 3/FIRST FL/UNIT (*PROVIDED & INSTALLED BY BUILDER/DEALER/GC) N m ' 3/SECOND FL/UNIT v 65 MAX. 8/FIRST FL/UNIT 6/SECOND FL/UNIT 16. SITE WORK IS SPECIFIED IN NOTES THROUGHOUT PLAN SET, AS OCCUPANCY. LOAD TOTAL:MIN.6 GENERAL CONTRACTOR,BUILDER, DEALER, ETC_ n MAX.14 17.«THIRD PARTY LABEL IS LOCATED UNDER THE KIT.SINK a 11. SPECIAL SYSTEMS DATA PLATES ARE.LOCATED UNDER THE KIT.SINK FIRE ALARM SYSTEM: TYPE III (SMOKE DETECTORS) STATE LABELS ARE LOCATED UNDER KIT.SINK,1/2 BATH SINK, m FIRE SUPPRESSION SYSTEM: NONE MAIN BATH SINK,& BEDROOMJ2 CLOSET OTHER: NONE 2ND.FL. IN THREE BOX CAPE: LOCATION 72. DESIGN LIVE LOAD 1ST 2ND IS MASTER BATH UNDER SINK. WIND 25PSF 25PSF 18. CONSTRUCTION CONTROL NOTE (WHEN STRUCTURE VOLUME IS > 35000 CU.FT.)' SNOW 40PSF (INCREASED FOR SPCL CASES - THIS STRUCTURE MEETS THE REQUIREMENTS OF THE MASS.STATE BUILDING PER MASS. BUILDING CODE SECT. 1111) CODE SECTION 127.1, EXCEPTION #2. SEISMIC N/A N/A FLOORS 40PSF 30PSF D ������ INDEX STAIRS 10OPSF IOOPSF CORRIDORS N/A N/A BALCONIES N/A N/A D'�EIFHEET OTHER N/A N/A - O. SHEET TITLE LAST REV. DATE DEPARTMENTOFSYSTEM ELEVATIONS CAPE N/A 4-21-89 T By PU LI EfYSYSTEM ELEVATIONS N/A 4-21-89------------- FOR TRIRD PARTY USE FOR PE USE TOR STATEUSE . SYSTEM FLOORPLAN N/A 5-15-92 21b. SYSTEM FLOORPLAN. N/A 5-15-92 2c. SYSTEM FLOORPLAN N/A 5-15-92 PFS CORPORATION -�_-� 3. SYSTEM FOUNDATION N/A 3-02-90 -.: 40. � CONSTRUCTION DETAIL -N/A S-OS-94 W_ '•..�,;_.p,,,,;�r.,, 4b, CONSTRUCTION DETAIL N/A F c4c. S-OS-94 a -: ware cerURed to comply v9t d - t... ''" •"' 4c. CONSTRUC71 ON DETA I L N/A 5-05-94 0 ' •V all applicable codes and regulations of r ,•It ql�� � 4d. CONSTRUCTION DETAIL N/A 5-05-94 REV t S I ONS 4e. CONSTRUCTION DETAIL N/A 4-13-92 SIATE OF MA 4f. CONSTRUCTION DETAIL 2-27-92 2-27-92 .°`•a /1 JU129 fl➢6 5o. SYSTEM ELECTRICAL N/A 6-11-96 <�W Date J0/51AY 7 51p. SYSTEM ELECTRICAL N/A 6-11- " 6O SYSTEM PLUMBING PLAN N/A 1 25 89 89 W Is • S nature � � •• 61d. SYSTEM PLUMB 1 NG PLAN N/A 1 25 89 � _ � Approval limited to Factory a,D:Portion Only _ - - 6C. SYSTEM PLUMBING NG RISER SER N A 3-1 2-90 w §?o i'.=�'irl'i / o 7. SCHEDULES N/A 3-03-94 glo TOTAL = 18 SHEETS+ COVER SHEET '•� o m `•orvvw v wa+sresz, Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal No. 1997-66 -Komar Variance Pursuant to Section 3-1.1(5) Bulk Regulations Summary Granted with Conditions Applicant: Hugh S. and Mary E. Komar Property Address: 130 Sea St., Hyannis _Assessor's Map/Parcel Map 307, Parcels 102& 103 Area: '.33& .29 ac. Zoning: RB Residential B Zoning District Groundwater Overlay: AP Aquifer Protection District t Background: The property that is the subject of this appeal consists of two lots of.0.33 and 0.29 acres shown on Assessor's Map 307 as Parcels 102 and 103. Both lots are jointly owned by the applicant and were jointly owned by the previous owner from 1967 through 1996. Both lotsare located in the RB Residential B Zoning District. Lot 102 is .33 acre and contains a single family house of 1,762 sq. ft., while Lot 103 is .29 acre and is vacant. The applicant is seeking to build a single family house on Lot 103. Zoning Relief Requested: Appeal No. 1997-65 Appeal Action by Administrative Official: The applicant has requested building permits to demolish a shed aQ construct a house on Lot 103. The permit for the demolition was granted but according to the Building Division the permit for the new house was denied. The applicant has appealed the decision of the Building Commissioner to deny the permit for new construction. Appeal No. 1997-66 Variance Pursuant to Section 3-1.1(5) Bulk Regulations: The applicant is seeking a variance from minimum area and minimum lot width requirements for Lot 103. The minimum area requirement in this Zoning District is one acre and the minimum lot width is 100'. The area'of this lot is .29 acres and the width is+68'. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on May 7, 1997. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened June 11, 1997, and continued to July 23, 1997, at which time the Board granted the request with conditions. Board Members hearing this appeal were Richard Boy, Gene Burman, Ron Jansson, Ron Jansson, and Chairman Gail Nightingale. Attorney John Alger represented the applicants. The Attorney requested and the Board agreed,to have these appeals heard together. Hearing Summary: Attorney Alger submitted a memorandum in support of these appeals. He reported that Hugh and Mary Komar purchased Lot A& Lot B (Plan Book 64, Page 31) on December 30, 1996. A copy of the plan was submitted to the Board which shows the two lots are separated by a 12 foot way. The plan is dated September9, 1940. It was recorded in the Registry of Deeds on February 2, 1941. I Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No. 1997-66-Komar - Variance to Section 3-1.1(5)Bulk Regulations The Board continued this appeal to July 23, 1997, in order to resolve the issue in appeal No. 1997-65, appeal of the building Commissioner before rendering its decision on the need for a Variance. At the July Continuance; Attorney Alger cited that the Variance petition is to allow a single family two- bedroom cottage on Lot B. The lot is owned by Mr. and Mrs. Komar and they wish to build this house on the back lot(Lot B) and let their children and grandchildren use the existing house on Lot A. In Appeal Number 1997-65, the Board determined that there is a way on the plan that separates Lot A& Lot B but the way is not adequate. Therefore, the parcels are separate and have been assessed separately. The way in which the lots are laid out with this way between them does not allow them to be joined together. Attorney Alger reviewed the Staff Report from the Planning Department. He stated that recommendation#7 requests an easement, however, the petitioner cannot grant himself an easement over his own land. The applicant would agree to a restriction from the Board that the land be kept in the same ownership or if sold separately, then an easement must be granted. The lot is a large lot for this area of Sea Street. Plus, there is a hardship in shape due to the way separating the parcels-a way that is inadequate for frontage purposes. Mr. and Mrs. Komar purchased the property in 1996 for$45,000 for two separate lots. The assessed values were $23,400 and $43,000. He paid below the assessed value however, Mr. Alger stated the house/barn was unsafe and abandoned. Mr. Komar addressed the Board and explained all the work he has been done to the property. The property was in terrible condition. It was in such poor condition that the Building Commissioner required Mr. Komar to get a Professional Engineer to certify the house's stability. Public Comments: No one spoke in.favor or in opposition to this appeal. There are three letters in the file. One-from Anthony Conconides,who is opposed. A letter from James Lamberth, who has no objection. He is the owner of Lot C. And a letter from Thomas Garrity who also does not object. Board Member Ron Jansson questioned if the purchase of both lots for$45,000 should be considered a hardship. Chairman Gail Nightingale stressed that the area where the lot is must be taken into account. Plus the poor condition of the buildings. Attorney Alger stated that the question is whether the lot was sufficiently defined on any recorded plan or instrument before the zoning change. The answer is"yes". Then the next question is was it stamped by the Board of Survey and Mr. Alger cannot prove whether it was or was not. However, the statute states that it applies to private ways for public use and this may have been a private way but for private use only. This cannot be proved either. But at that time the Registrar was not authorized to accept plans unless they were approved and he did accept this plan. The final question is if the way is adequate. As to variance conditions, Mr. Alger explained that the$45,000 Mr. Komar paid was really for the land only, because the buildings were in such bad shape and they had to be torn down or undergo major repairs. To grant the variance would not be detrimental to the area as there are many similar lots in the area. It is also within the spirit and intent of the Zoning Ordinance to grant this variance. Findings of Fact: At the Hearing of July 23, 1997, the;Board unanimously found the following findings of fact as related to Appeal Number 1997-66: 1. The petitioners are Hugh S. and Mary E. Komar. They own the property in issue which is located off u130.Sea:Street, Hyannis, MA, in the RB Residential B Zoning District. 2. Zoning in this area requires one acre of contiguous upland. The lot is issue is Lot 103 and it contains .29 acres. 3. It was previously ruled by this Zoning Board of Appeals in Appeal Number 1997-65, that the lot did not have sufficient frontage on a way. 4. The lot does not have sufficient frontage and it does not have one acre of upland which is the area required. 5. This lot is approximately the same size or greater in size than many other lots in the neighborhood.. 2 f Town of.Barnstable-Zoning Board of Appeals-Decision and Notice Appeal No. 1997-66-Komar - Variance to Section 3-1.1(5)Bulk Regulations 6. No variance conditions pursuant to Chapter 40A, Section 10 have been demonstrated: However, if the petitioner were not allowed to develop this lot, it would create an usual L-Shaped lot considerably larger than the remaining lots in this area. Decision: Based upon the findings a motion was duly made and seconded to grant the Petitioner the relief being sought with the following terms and conditions: 1. All construction on this lot shall conform to all setbacks and all other requirements of the RB Residential B Zoning District, except that the lot width may be reduced to 65 feet and the lot area may be .29 acres. 2. Any construction shall be set back a minimum of 50 feet from the front lot line. 3. All requirements of the Building Division, the Board of Health, the Conservation Commission (if applicable), and the Fire Department must be complied with. 4. The house, when constructed, shall be connected to town sewer. 5. All run off must be contained on the lot. 6. The property shall be accessed from a driveway to be improved with hardening and surface gravel, except that an apron of the first 20 feet from Sea Street shall be paved. 7. The driveway shall run to the north of the house on Lot 102. It shall be constructed prior to the applicant obtaining a building permit and be pursuant to the terms and conditions of the Building Commissioner with a minimum requirement of 1.5 feet of roadway to allow for emergency vehicles (if ever necessary). 8. The petitioner shall provide for, upon conveyance of this lot separate and apart from his own ownership, a separate easement over such portions of the land as are necessary to comply with the terms and conditions of the grant of this variance. 9. In view of the small size of the lot, only a single family residence may be utilized, not to exceed three bedrooms. The Vote was as follows: AYE: Gene Burman, Ron Jansson, Emmett Glynn, Richard Boy, and Chairman Gail Nightingale NAY: None Order: Variance Number 1997-66 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made to the Barnstable Superior Court pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision in the office of the Town Clerk 1997 Gail ightingale, 4irman, Da Signed Lin a Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify _ that twenty (20) days have elapsed since the Zoning.Board of Appeals filed this decision and that no appeal of the decision has�been filed in the office of the Town Clerk. Signed and sealed this day of 1997 under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 3 PAR: R307 102. PAR:. R307 103. PAR: R307 104. KEY: 217919 TAX CODE:400 KEY: 217928 TAX CODE:400 KEY: 217937 TAX CODE:400 KOMAR, HUGH S 2L MARY E KOMARi HUGH S & MARY E LAMBIRTHP JAMES. R IPATRICIA 23 LENOX PLACE 23 LENOX PLACE 6 HORTON AVE MT KISCO NY 10549-000G MT KISCO NY 1U549-0000 TROY NY 12180-000U PAR: R307 105. PAR: P307 106. PAR: R307 103. KEY: 217946 TAX CODE:400 KEY: 217955 TAX CODE:4UO KEY: 217973 TAX CODE:400 VIRKP SOM P KENNELLY, D JOSEPH & WILDE, LUCIENNE P 21 HAWES AVE UNIT A-3 HARTE/ MARTIN R P 0 80X 1611 HYANNIS MA 02601-0000 7.LAKERIDGE DRIVE HYANNIS MA 02601-OUJJ TROY NY 12130-0000 PAR: R307 117.UO2 PAR: R307 116. PAR: R307 201. KEY: 353909 TAX CODE:400 KEY: 218044 TAX CODE:400 KEY: 213918 TAX CODE:400 MCGRORY, EUGENE F TRS MCGUIRE. SUSAN M HANSON, RICHARD M 51 CHRIST.INA DRIVE XSTOCKDALE, SUSAN MCGUIP.E 32 MONTROSE ST SPAINTREE MA 0?184-0000 22 BUTTERCUP LN SOMERVILLE MA 02143-000U S YARMOUTH. MA 02664-0000 PAR: P307 202. PAR: R307 203. PAR: R307 107.001 KEY: 218927 TAX CODE:400 KEY: 213936 TAX. CODE:400 KEY:' . 353502 TAX CODE:400 HANLON, LEONARD H & MARY R TARASCIO, AN DREW GUERRERA, EUGENE R 28 LANTERN LANE 40 THOMAS PARK 35 WILLIAMS9UR5 DR HYANNIS MA 02601-0000 BOSTON MA 02101-0000 CHESIRE CT 06410-0U7'J PAR: R307 107.002 PAR: R307 115. PAR: R307 117.001 KEY: 353511 TAX CODE:400 KEY: 218035 TAX' CODE:400 KEY: 358892 TAX CODE:400 GUERRERA, EUGENE R BANNON, DENNIS J MCGRORY, MARY P 35 WILLIAASBURG OR 9 6OWDOIN ST APT 10 36 SUNNY KNOLL DR CHESHIRE CT 06410-0000 BOSTON MA 02114-0000 HYANNIS MA 02601-0000 P.AR: R307 114. PAR: R307 118. PAR: R307 113. KEY: 213026 TAX CODE:400 KEY: 218062 TAX CODE:4UO KEY: 218017 TAX CODE:400 KOCH, ALFRED E CASWELL, 9EVERLEY A FABER,, CHARLES F H 22 SUNNY KNOLL DR 28 SUNNY KNOLL DR 2103 FRANKLIN DR HYANNIS MA 02601-0000 HYANNIS MA 02601-000O ARLINGTON TX 76011-000ii PAR: P307 119. PAR: R'307 120. PAR: R307 121. KEY: 218071 TAX CODE:400 KEY: ' 218080 TAX CODE:400 KEY: 218099 TAX CODE:400 -NG. HING TEUNG MEIZINGERi VICKI L S_NTEIO. .3REGORY J LR,i SHA NG b SUNNY KNOLL OR 117 OAK NECK. RD 1E SUNNY KNOLL DR HYANNIS MA_ 02601-0000 HYANNIS MA 02601=-OOJC HYANNIS MA 02601-0000 PAR: R307 122.001 PAR: R307 122.002 PAR: R307 123. KEY: 218106 TAX CODE:400 KEY: '218115 TAX CODE:400 KEY: '218124 'TAX 'CODE:400 BRYANT, HUGO A FREEMAN, LAWRENCE R & ST PETERi FREDERICK L 3 i BRYANT E & CAPUT. U E FREEMAN KATHLEEN M ST PETER, DOROTHEA ZCAPUTI/ UM;ERTO E 11 TREELINE DRIVE %dELMONTi DONNA E 102 D ST LIVERPOOL NY 13088-0000 101 L OAKNECK RD DRACUT MA 01826-0000 HYANNIS MA 02601-0300 PAR: R307 170. PAR: R307 169. PAP,: R307 124. KEY: 213614 TAX CODE:400 KEY: 213605 TAX CODE:400 KEY: 218133 TAX CODE:400 MARCHANT, WALTER L ET AL LAGERGREN/ JANET L SENTEIO. FRANCES G MARCHANT, WALTER L JR 63 HARVARD ST 97 OAK NECK RD 126 OAK NECK RD HYANNIS MA 02601-000O HYANNIS MA 02601-C_J' HYANNIS ' MA 02601-0000 ___..... ........... ..._. ... .,.>:_-.>w_.._._..� .. .-FAR: R307 .280. PAP.: R307 281. PAR: R307 101. KEY: 219613 TAX CODE:400 KEY: 219622 TAX CODE:400 KEY: 217900 TAX CODE:400 c CANTY, JOHN C & 9EATRICE GERRATY, THOMAS P& MARION Y CANTY, JOHN C b BEATRICE 45 BISHOP RD 120 SEA ST 45 2ISHOP RD HYANNIS MA 02601-0000 SHARON MA 02067-0000 SHARON MA 02067-000U PAR: R307 249. PAR: R307 248. PAR: R307 250. KEY: 21933d TAX CODE:400 KEY: 219329 TAX COD E:k00 KEY: 219347 TAX CODE:400 OSTERGAARDf LORI A & 8ARRETT, PATRICIA A ECKAZDTi'RICHARD P OSTERGAARD, HELEN F 150 LISLE ST 931 SUNRIDGE WAY 41' ALOEN WAY BRAINTREE MA 02184-�UJO SARASOTA FL 34234-0000 HYANNIS MA 02601-0000 PAR: R307 265. PAR: R307 262. PAR: R307 268. KEY: 219481 TAX CODE:400 KEY: 219463 TAX CODE:400 KEY: 219490 TAX CODE-400 PATULAK, DAVID M TRS LYU\i JENNIFER S DIETER. RUSSELL A 12 PRISCILLA WAY X LYON, JEFF 75 MIRAMAR AVE HYANNIS MA 026G1-0000 BOX 611 DENNISPORT MA 02639-0000 HYANNISPORT MA 02647-000U PAR; R307 254. PAR: R307 251. PAR: R307 252. KEY: 219383 TAX CODE:400 KEY: . 219356 TAX CODE:400 KEY: 219365 TAX. CODE:400 POLVERART, GEORGE D & TOCHi. LISE KHERLOPP NCRAYR & VICKY D POLVERARIL DOLORES B 475 LOUDONVILLE RD 21 HOUGH .RD ALBANY NY 12211-0000 BELMONT M4 02178-0000 MONSONRIDGE RD MA 01057-0000 PAR: R307 255. PAR: P307 256. PAR: R307 253. KEY: 21939Z TAX CODE:400 KEY: 219409 TAX COD°:400 KEY: 219374 TAX CODE:400 RACKETY. ROBERT & DOROTHY KELLY-COHEN, FRANCES D SCIARAPPA, R JOHN R 23 OAK ST 602 WOLF SWAMP RD . X3IRDSALL, GRACE LONaM:ADOW MA 01006-0000 P 0 SOX 604 WESTBORO MA 01581-0000 HYANNISPORT MA 02647-0000 PAR: R307 257. PAR: R307 259. PAR: P307 253. KEY: 219436 TAX CODE:400 KEY: 21940 TAX CODE:400 KEY: 219418 TAX CODE:400 POLLOCK, MARY V DILSIZIA.lf 9EDROS H & ANI R HICKEY, PAMELA J 15 ALDEN WAY 23 STUART ST 12 SHATTUCK ST MA 02601-0000 WATERTOWN MA 02172-000U NATICK MA 01760-0000 HYANNIS PAR: R3 21 260. PAR: R307 261. PAR: R307 269. KEY: 9445 TAX CODE:400 KEY: 219454 TAX CODE:400 KEY: 219506 TAX CODE:400 DILSIZIAN. JACK S ELIZ MUNSELL, DAVID P & LYON, JEFFREY A 6, JE14NIFER MUNSELL, NOELLA N P 0 BOX 611 1Ei COMMON ST HYANNISPORT MA 02647*4UOJGI WATERTOWN MA 02172-0000 85 STONEHEDGE DR - BOX 431 BARNSTABLE MA 02630-000O PAR: R3 21 130. PAR: R307 131.001 PAR: R307 081. KEY: 218197 TAX CODE:400 KEY: 218204 TAX CODE:400 KEY: 217740 TAX CODE:400 KOSKORIS. JAMES K MARYA PARAS. GEORGE & THEODORA NACKLEYi ISABEL I 93 SEA ST SULLIVAN CCC/HHC 293RD BSB 73 COLSURN AVE HYANNIS MA 02601-00UC UNIT 29901 BOX 1 DRACUT MA 01926-000O APJ AE 09056-0000 PAR: R307 U82.• `PAR: R307 077. PAR: R307 078. KEY: 217759 TAX CODE:400 KEY: 217704 TAX CODE:400 KEY: 217713 TAX CODE:400 GONOVANi GRACE TRS ROGERSP JOHN S & DECKERi STEPHEN J GRACE DONOVAN FAMILY TRUST KENDALLe SALLY G 1 SUMMERSIDE LANE BOX 604 3 SUMMERSIDE LANE HYANNIS MA 02601-0J00 HYANNISPORT MA 02647-0000 HYANNIS MA 02601-0000 P4R: R307 080. PAR: R307 .070. PAR: P.307 069. KEY: 217731 TAX CODE:400 KEY: 217633 TAX CODE:400 KEY: 217624 TAX CODE:400 MALOOF, ROSE N & PHILIP N PARKERt BRADLEY R BIALEt ANTHONY J 2852 N HAMPTON ST PARKeR. FLORENCE 19 SUMMERSIDE LANE WASHINGTON DC 20000-0000 60 WILLOW RUN DR HYANNIS MA 0260-00jU CENTERVILLE MA 02632-0000 PAR: R307 068. PAR: R307 U66. PAR:' R3C7. 067. KEY: 217615 TAX CODE:400 KEYe 21759.9 TAX CODE:400 . KEY: 217606 TAX CODE:400 CHUDY PAUL J JR & THERESA VAUGHN, ROY LEE JR & HASKINS, LESLIE C 111 SEA STREET VAUGHNP GURUDASHNA 119-A SEA ST HYANNIS MA 02601-0000 119 'SEA ST HYANNIS MA 02601-00J2 HYANNIS MA 02601-0000 PAR: R307 065. PAR: R307 064. PAR: R307 271. KEY: 217580 TAX CODE:400 KEY:. 2.17571 TAX CODE:400 KEY: 219524 TAX CODE:400 ROb ERTSON, BLANCHE & FASSIO. LOIS A MCGOWAN, JAMES T & R03ERTSONP HILDRED GAIL 133 SEA ST HEANEY, JAMES J JR '7 RAINBOW RD HYANNIS MA 02601-000O 135 & 139 SEA ST M YARMOUTH MA 02673-0000 HYANNIS MA 02601-0J^C- PAR- R307 279. PAR: R307 063. PAR: R3.07 062. KEY: 219604 TAX CODE:400 KEY: 217562 TAX CODE:4UO KEY: 217553 TAX CODL:4UO MCGOWAN, JAMES T & COCONIDES. ANTHONY & ESTHER MCDONOUGH. KATHLEEN M HEANEY, JAMES 'J JR 75 CONCORD TURNPIKE 4E CERDAN AVE 135 & 139 SEA ST ARLINGTON MA 02174-0000 BOSTON MA 02131-ODCU HYANNIS MA 02601-0000 PAR: R307 061. PAR: R307 060. PAR: R307 047.001 KEY: . 217544 TAX CODE:400 KEY: 217535 TAX CODE:400 KEY: 421378 TAX CODE:400 IA ORGEi THOMAS N TRS VELLUTIP ANTHONY J& LYNNE M FITZGEP.ALDi R06ERT C TRAYWICK EDUCATIONAL IRR TR 155 SEA STREET 1.61 SEA ST 776 MAIN ST HYANNIS MA 02601-0012 HYANNIS MA 02601-OOGI- HYANNIS MA 02601-0000 PAR: R307 047.002 KEY: 421387 TAX CODE:400 BARABE, ERNEST FITZGER.ALD ALBEP.T J PO 9OX' 648 a HYANNISPORT MA 02647-0000. I ZONING BOARD OF APPEALS MEETING OF JUNE 11, 1997 MAILED MAY 27, 1997 HUGH & MARY KOMAR APPEAL NUMBERS 1997-65 1997-66 R307-079 HOUSING ASSISTANCE CORP. 460 WEST MAIN STREET HYANNIS, MA 02601 u Town of Barnstable Zoning Board of Appeals Notice of Public Hearing Under The Zoning.Ordinance for June 11, 1997 To all persons interested in,or affected by the Board of Appeals under Seca 11 of Chapter 40A of the General Laws of the Commonwealth of Massachusetts,and all amendments thereto you are hereby notified that: 7:15 P.M. Brackett Appeal Number 1997-62 Constance A.Brackett has applied to the Zoning Board of Appeals fora Variance to Section 3.1.4(5)Bulk Regulations.Lot Frontage.The petitioner requests a Variance from the required 150 foot frontage to 120 feet for each of two lots in order to allow the land to be divided into two lots without the construction of a road. The property is shown on Assessors Map 026. Parcel 37.003 and is commonly.addressed as 1333 New town Road.Cotuit.MA in an RF Residential F Zoning District. 7:45 P.M. Hyannis Texaco Appeal Number e 3 Hyannis Texaco has petitioned to the Zoning Board of Appeals for a Special cial Permit pursuant as Single or Two Family to Section 4.4.4 Nonconforming Buildings or Structure Not Used Dwellings. The applicant seeks to add a 45 x 40'canopy over the existing gas dispensers as an extension of the present nonconforming.structure. The property is shown on Assessors Map 273, Parcel 079 and is commonly addressed as 1140 lyanough Road. Hyannis.MA in the HB Highway Business District. 7:50 P.M. Hyannis Texaco Appeal Number 1997.64 Hyannis Texaco has applied to the Zoning Board of Appeals fora Variance to Section 3 3.6(5) Bulk Regulations.Setbacks.The applicant is requesting to construct a canopy over the gas dispensers. Given the location of the existing structure, the proposed canopy cannot be located within the 100'setback area. The property is shown on Assessor's Map 273,Parcel 079 and is commonly addressed as 1140 lyanough Road.Hyannis.MA in the HB Highway Business District. 8:00 P.M. Komar Appeal Number 1997-65 Hugh S.and Mary K.Komar have appealed the decision of the Building Commissioner. The property is shown on Assessors Map 307.Parcel 102 8 103 and is commonly addressed as 130 Sea Street&136 Sea Street.Hyannis.MA in an RB Residential B Zoning District. 8:05 P.M. Komar Appeal Number 1997.66 Hugh S.and Mary K.Komar have applied to the Zoning Board of Appeals for a Variance to Section 3-1.1(5)Bulk Regulations. The petitioner seeks a waiver of minimum lot area and minimum width requirements to allow construction of a single family residence on Lot B. The property is shown on Assessors Map 307,Parcel 102&103 and is commonly addressed as 130 Sea Street&136 Sea Street.Hyannis.MA in an RB Residential B Zoning District. 8:30 P.M. Merlesena Enterprises.Inc. Appeal Number 1997-67 Merlesena Enterprises. Inc. has appealed the decision of the Building Commissioner in a letter dated March 19. 1997. The Building Commissioner has ruled that the multi-family building on the premises is a lawful four(4)family dwelling.The applicant believes it is a lawful seven(7)unit dwelling. The property is shown on Assessors Map 327.Parcel 197 and is commonly addressed as 25 Cedar Street. Hyannis. MA in a PR Professional Residential Zoning District. 8:35 P.M. Merlesena Enterprises.Inc. Appeal Number 1997.68 Merlesena Enterprises. Inc. has petitioned to the Zoning Board of Appeals for a Special Permit pursuant to Section 4-4.2 Change From One Nonconforming Use to Another.Section 4.4.5(2) Expansion of A Pre-Existing Nonconforming Use.-Section 3.2.1(3)(A) Renting of Rooms to 10 Lodgers and Section 5-3.3 Special Permit Provisions. The petitioner seeks relief for an existing seven(7)unit apartment building. The property is shown on Assessors Map 327,Parcel 197•and is commonly addressed as 25 Cedar Street.Hyannis.MA in a PR Professional Residential Zoning District. 8:40 P.M. Merlesena Enterprises,Inc. Appeal Number 1997-69 Merlesena Enterprises.Inc.has applied to the Zoning Board of Appeals for a Variance to Section 3.2:1(1)Multi-Family dwellings.Provisions:(a)Minimum Lot Area.and(d)Minimum Front Yard Setback,and Section 3-5.2(6)(C)Groundwater Protection Lot Coverage. The request is to allow more than one apartment per each 5,000 sq. ft of lot area (seven apartments instead of four),to reduce the green space perimeter next to the parking lots. front yard setbacks,and lot coverage in the PR Professional Residential Zoning District.The property is shown on Assessors Map 327. Parcel 197 and is commonly addressed as 25 Cedar Street.Hyannis.MA in a PR Professional Residential Zoning District. These Public Hearings will be held in the Hearing Room;Second Floor,New Town Hall,367 Main Street. Hyannis, Massachusetts on Wednesday. June 11. 1997. All plans and applications may be reviewed at the Zoning Board of Appeals Office.Town of Barnstable. Planning Department,230 South Street,Hyannis, MA. Gail Nightingale,Chair*an Zoning Board of Appeals The Barnstable Patriot May 22 and May 29. 1997 • ,FI V I W � I • / "+ U,. 0/ '� J WILLIAM F.WELD 02'08 KENTARO MI Governor �aatarL� Chairmanman KATHLEEN M.OTOOLE THOMAS L.ROGERS Secretary TEL: (617) 727-3200 FAX: (617) 227-1754 Administrator MAY r 1997 May 1, 1997 Customized Structures, Inc. P. 0. Box 884 Claremont, NH 03743 Re: Annual Re-Certification in the Massachusetts Manufactured Buildings Program MC # 032 To Whom It May Concern: This letter is to confirm that your certification in the Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings has been approved for the period of May 1, :1997 through April 30, 1998. This approval is contingent upon compliance with all previously listed conditions of your approval, and compliance with the provisions of the Massachusetts State Building Code, Electrical Code and Fuel/Gas Code. Yours truly, STAVE BOARD OF BUILDING REGULATIONS AND STANDARDS FZTMh& LVoO4s Administrator. cc: MA Board of Examiners of Plumbers and Gasfitters MA'Board of Examiners of Electricians p (urug�v,lMclis.Fr,-014 Cxlnim Slovs ar[Y gdiaml la vll N,,h,thvl",-OO Ai m e I Malec W �.-- ..d..(@ors-NO ba, bm Eh x-(W -Vp'ianal wrw�.ao w do.a slang I'.+.z-ae gAinol(Sr"l evd.h;I nw1) d) M bm m f,-.q h O'dheg Irf GC folds bo(-f—-()M--w ar M Jyk 111— � e W u w n � > } a ! o m mom � nm ray XIIWI// "' "' "^,,, -" ""' •'" ` _ NO, These plar�reP�esen;the elosesl aNpf matron to the z �: ......o T,., W submetetl sign ollowmg for estobLshed ihuildmg codes lul lul Salley standards and design Irmrla Lons, - — — Please,,n alto a isZOs to pl sin RED pen or penal V% L'l and sign and dafeveach poge.lnen, etum to CSI.for corrections. Cr a FTIT n no iris: re des;ree, iq and dole eoen pdge ni(in Final A oval k Relurn to C51 U oanrm allr o G) Imd Yb — Front Elevation Scale:1 /4 II-I'O II U 12 �— 11 �12 rmn El 00 00 Left Elevation Rear Elevation Rigit Elevation II ' II Scale:1/8 11-1 10 11 Sca l e:1/811.1'0'I Scale:l/8 =I O a Q SIDING SCHEDULE *NOTES* I.REFER TO INDEX SHEET TO LOCATE SPECIFIC INFO NOT 4.THE FOLLOWING ITEMS ARE SUPPLIED BY CUSTOMIZED 6.RIDGE VENTILATION AND SHINGLES LEFT OUT 47 ROOF g SIDING Expo,7YF. CORNERS TRIM REMARKS COVERED ON THIS SHEET. STRUCTURES INC.AND INSTALLED BY FIELD CONTRACTOR HINGE LOCATIONS ARE SUPPLIED AND INSTALLED BY u (SUBJECT TO LOCAL INSPECTION) CUSTOMIZED STRUCTURES CREWS. I�VIBIONB VMri 9"MOR MINI VMTL/PM6 (SITU.) 2.ELEVATIONS AS REPRESENTED MAY NOT BE SPECIFIC (�'Deu A.BALANCE OF SIDING NOT INSTALLED AT FACTORY. S.STANDARD SAVE 80FPIT IS 3)8"8C PLYWOOD TO MODEL OR SPECIFICATION GQADE ORDERED. (NORMALLY ALL GABLE END SIDING AND LAST ROW OF WITH ALUMINUM VENT STRIP TO PROVIDE ATTIC acw' emw.usB PINE 509 PNHMR.6D (OPT 1 SIDING FRONT AND BACK.) VSTJTILLATION ALONG WITH RIDGE VENT. o -C=AR B ercP 3.THE FOLLOWING ITEMS TO BE SUPPLIED BY FIELD ? / Cy.APpp9 CONTRACTOR AND ARE SUBJECT TO LOCAL INSPECTION.B.EMHRIOR LIGHT FIXTURES. �.IS+PELT INSTALLED AT CORNERS OF HOUSE AND l wC�+4R U.E it PAS HOS pmm;2 9D (OPr.) C.ANY PANELIZED PARTS FOR 2ND FLOOR CONST. AROUND ALL OPENINGS FOR ALL SIDING APPLICATIONS. A.EXCAVATION,FOUNDATION WORK,SILL PLATELALLY r6.a h RtOUiR�9 COLUMNS AND SILL SEAL. OR FIELD APPLIED ROOF SYSTEM. AIR INFILTRATION AN 101J HARRIER INSTALLED UNDER CEDAR Tall (IE:GAPES,GAMBRELS,ETC) SHINGLES AND CLAPBOARDS. m b .FIR VSRTICAI PIKE SCSI PMMROBD IF CAWOM) OF _ B.EXTERIOR STAIRS WITH MAX RISE T 1?"AND D.KNEEWALL SIDING,WIND ,SHUTTERS OWS ,ON SPLIT B N� MIN.TREAD OF II"(NOSE TO NOSE! ENTQY MODELS ARE AVAILABLE AT EXTRA COST. S.MODULE WIDTHS ARE AVAILABLE IN 12;13'AND 14'. (\ G.EXTERIOR RAILINGS WHERE QEOUIRED. A.12'WIDE-2.&FLOOR JOISTS.IS O.G. D.DOWNSPOUTS AND GUTTERS WHERE WHERE REQUIRED. NOTE' REFER TO CUSTOMIZED STRUCTURES FIELD INSTALLATION B Ij• U 14'WIDE-2x10 FLOOR JOISTS,IS"O.G. ftU000 SIDNDS R16LIRS FIW.D 60"N6 OR STAINING MANUAL FOR SPECIPIG DETAILS OF FIELD PINISH AND RESPONSIBILITY. S.MODULES AVAILABLE IN ANY LENGTH UP TO SO'O". - walmow ecHevuLE p Uty :uL A:vu Iyµ. Ym.. Not'I LgLl Venl w 3 • � S6YY' .,� - - — � ?-1774 fMlllp Crrlli,re nnW 71.6 /I.Y =3y0" rin. 1 2416 (:,esliine nnd :•d 4.1 ryW3DaD M.2432 YN/AaD 1 1216 Milk, Geslkll .—$ 4 .1L2,1 I,I hkJ G-1l rcnam0 lob J.Y 0 IU n o: - o DOOR SCF'IEDUL6 m c Frame j Liron Gp SUO AsSm Hord Iyye Nan.Nat D20 'I - 5. DID II. NT? III frl .`II Ins ; Q M m } in Bl�idroom m paE O >\ 5edroom I tf75 IH 51. Such, I Be4D mI Lwn,w'n,l,. � _ v o• ' .P_. ----- 2 D20 RH I.l Lwn.NNle LL Q I D24 RH I.t Lun.Abh, �] Dee RH mt Luan..wut Qr Q , e / lIM3F"A NI lua.Nttie Q I I'4 3/16"-- � 2 NM'D26 RH ht Lbbb,Whim Q Q z To _a 'm C E� AmI m z o Sugsted Second FLoor Plan � �z U MW2412 2666 CERTIFICATION CD767 • I ,;n wx w. Os DW $m Q - L =STATE,THIRD PARTY B I DATA PLATE STATE LABEL j o i THIRD PARTY LABEL N S D26 � n I O =DATA PLATE PI j�— WD16 _�D l2t_ 1-eW3p__ —A , -_-_---- 'EGRESS i lot SILL HEIGHT LESS THAN 1� OR COWL TO H'AW4 FINISH Fl.".' O U p m N � i _--_ ------ Hetr Well - laDDe oP.= MW+Jp4D YPW+AID C63b rSW3DJb 1'0l3W6 � First Floor Plan o�> r � >s m . "I,/lnhri Ilnmd.6 n .clown is::nrd In,ouoh Irani,r I"of ImmV ifi ' u eater nsmulam is used on taundolion..IIR•c n,rle pan, sI x dow ref!11-dim „'silo n the thlck,cs of ih-Mion,sills must J ..1 ',IoYr• „f m lck,d,n, n,dicair,,ly ii ili I u' lY y W 0- Note Ihe^.L•pions rep,ese,l Me Closest dpprnximotidn to the suDmilled design dxuwing for esdolished Dvild,ag Code... sane,stonddrds and design limitations. .> 3 Ey E Gleaso rndke ill s to Dlnns in FEU p ( 'I ll OI and my, wd d 1 each Puyc Thu,return f y,;l Ic:cdu cC�urs J b 41 �, IL d to 111 Vaye _F 36'0. nduIA, @si9Retund 0 r,ra p /t1L LL Y uN d - 4 W t - - ----- ----- -------- --- I � na o I IZ 1 p i I U 1 f, / IC - --- -- --. ..----- - —' --- - i I.. 6'J 3/d"—__ I __..6.0 _._ 6•p _ 5•Ip,. 1 __5'10"- 60 1/d"y I r , IC s LWlly C IN Nn%PCH-1119 f Btalr EN,.0,W arOa Da ctor - Ia)L . I r Fbvde[lan Wall Po-Mlivu n Wmcn,—I , r � r , a ' ------------------------------------------------------------------------------------------------------------------- 1/]•v15'Mtnor Bolls o >I,opa BG'0"O.L. Rna Iz••apm tern<r>nyroFna>r:a<RI<,,c.c NOTES -F lop of Side 1a 11110N FIANOSUG,i..FIX+DIMCNS,ONS WLY-Bucotle r/unn,>r/ee` 1/z Plrrnad _ E"IMi")sL nail i"n> mnndm;.,.a.a;9n P•' 81(ai L 1 mrldili d t r ..nn evE Plote E. CONACI(N IS ITI—SIBLC,O ASSURE IWTINGs ARE BIICW 'R0'.,IINC AND ON!UIDISTIALBCD So', !.ti P oleo 33 NOTL1%110 EloorIII ght Lima,oa J. CONTRACTOR IS RESPoNS,BLE TO INCLUDE CONTROL JOINS AND. A o>V i t ar PROVIDE FERMESSU WALL Ix G FOAFSDTO'o OMLLS.IT I CAINS, ^ ><d r n 13'R 14'ModV leg NEC III PRLSSURC LN LONG IUD WALL^ R - III=III=III= � " m L' -gill� a Lwu7 GELBAN sPALING NOT TO EXCEED e'0•ON zr'WIBE.V�N W yr.Sl HSII-III= 'i ze'WIDC.9'D-W zs•..a SPLC1A1 co11Aw LOCAL IINs w u BL. u 1=BY SOLID CIRCLE DM I(ANDAT60H PLAN.COLUMNS P VIDCD MI/2-C.C.filled Loll,Col. AND INSIAI.IED BY BlD/DlF/G.C. IOundpi ion Wo 11 - (by Bui lde r/BeoleM/C.L.) • 2.6 Shoe pAE Sill rich N'pl erp,Doti 5" Steel Plots / s. CRAWL SPACES REWIRE VENT ILES T DN,NO OPPOSITE$IOEB llSll WITH MET AREA Or Npi LESS THAN)SRl1/150rR 11 OI Poundal ion Woll rilh a 1-11 ION SPAGL.REWCL TO ION Wlix APPROVED vAROR is WR1<rpr m.,in9 I. xeignt>- IF BARRIER. I�VIBIOVH ("unaot ion — Conrrele(lour 30"s 30"a 10•Conel ele Bac"uae of ails eondil ions a. BASEMENT SPAC[S.1 IOR E4BI IABIE OR pCCIN1ABLC RGEMS WS, fooling(irpicol) o, loundal ion conlMWclora III=III=III= 3•n"R, Br PROVIDED WITH A GLASS WINDOW AREA OF NOT LESS THAN d1N X. I�1�TjJ=(]11 Ili=11=1�1-.ICI o (Ni T/ed DI INr Itwr AREA sLRYLD., Is•xlz-o�LxAN1,BAS,.LW � III=111_ IIIdIIJII- .r, W R A NDOWS ARC REWIRED,x .I NOT Ills SPALES IIU51 8C F r<,Im.I rr Din in E uu Pn I, -IIEIII_III•`' "'-lII=III=111= vu iW�t<r D,dln vRowoln w I.eu E)Axe•Orµ Ix ors THAN ez Na 1 11=1L=ILL-1L11LW=111=111=Ill=1jF_ or Nsgnirta - G ail only ' oPCNAeIE AREA or xDT LLss T THE AREA sERNLD. z _IIL-IIL-ITT=IIL-II-III=111JTI1�11= , SNONE Dnrntw(S)umPurD m cuslcw4C0 s,Ruc RwCS INL.. ' J"C.....led Undislurned Soil < J FIrN., FOR,HE BASEMEW.LOCATED BY THE LCL OFFICIAL AND 'd NOTE:lNSllt At CD OR SI,C Or&IIIDER.OGICN,C.C.- III-111 O_ 'A �% 111-111-III-_�C,msl \ - (Yi") IxS,AI LCD BY THE BOILOER/DCALER/G.c..WE—1 OEIIC,OB f l-11-111=11-111_Il=Ill-111-111= a y PLN/IZVO a 11.IS REW,RLD IN Ss.. 111=III=III=III=IIII\I=III=III=III= III-III III-III-III= s•Go�oclea erR,sl B�I=pJ=111=11=1III w--�1L-111=111= . Mt C•rl PRa¢CIED REOEPIAGIE.oME 2.AN1 LA max,NCOCPIACII -.until>Inrh.a:,nil III=111c111_III=111=III=III=1l1z1H=_� AN ME:w,P WArEN HEA,ER RECEPTACLE/II HLWIxLn),d SPLIT ENTRY ICNEEU)ALL TYPICAL .SPLIT ENTRY WALL LALLY COLUMN FOOTING u,rdialRrcna soil DEDr•RO,IDED AND INS,ALLED DY,NE BUIIUCR/DGLCfl/C.C.. "°1 ~ TYPICAL WALL 9. STAIRS ID THE BASEMENT SH ILO AND INSTALLED BV THC QD ` SCALE:3/0--1'0" SCALE:3/B•rl'0" - nUILDCR/DEALER/G.C..(5.e M,not vinn Tor..net Incot inn). J VN SLALE:J/E"=1 D' .SCALE:3/E"=1'0" DESIGN CRITERIA � Df iA I L E EMVE-xFED ROOF TROPES: I'- rro Dom LM Lao Aapsl w rro DOro DEAD L b 5ps1 LA'F w =�RIDGE VENT >.ra txol0 LEAoOOO role M 55gI PII N U O -. RODE SYSTEM\ we GOO: 25psi JOn _ GIRDER 11 IOTL TOP MOO SHOW Lana(Vac LEAD)IRIISSES Will Q If EIESIDI D FOR THE 100 MID. D. U 0f12 TRUSS FLOORa LEAD' FIRST nalIo a 40� VARIES DEAIDAD IOPO NOTE: F- w< sCOND FLOORLaL p m U to -- CEILING JOISTS - DEAD LEAD IOpsl J , p 2 13'BOX-2.8•s DESIGN SPECIFICATIONS <t/7 Z. i0°LAYER OF INSULATION 10 •-' w= N BRING R-VALUE IF TO R30 DETAIL G SLIPPLIED AND INSTALLED BY G.C. ROOF SYSTEM W q� g (TYPICAL) EXTERIOR MALL SYSTEM CLASS w FIBERGLASS BASED ASPHALT 9WALS.15/FELT PAPR F Z~ 19/3r EXPOSURE ONE APA RATED SEADMNC _ o o �Q �_Z" - O ENGINEERED RA RM OP51A'R LADED ro vAN GIRDER —w .. > DETAIL E sEr�RA RTa ORI:fIBER1ASS t9E■/OLNT PAPER VAPOR BARRIER. U N 8 �BETA I L A r VW Bunt t o LAYER OF R-YIARIRA—M OR EQUIVALENT TO BE '"' FIRST FLOOR CEILING/SECOND A 1JM TO INSIDE FACE OF R,07M 10 BRING R-OGLE w 70 w r_l_j d '__FLOOR DECK SYSTEM \ Rwr TRUSS a3a AOn BuitE a sQ.lA7/CN 6 511Am It MEDALLED BY G.C. w I—J Z L' < .. 1/r WUBD40 GYPSUM,SLPRED a M9AILLD BY G.C. w w FOR SM AN3 A 00.IA7KN SEE CROSS SECTCJ'DETAILS. V) ZLI < ~ C IX6 SPS j:N WrU RYTUAS,I6.O.C.SUPPLIEDt �� < 'EXTERIOR WALL - INSTALLED BY CUSTOMIZEDSIRUCtLN¢ SYSTEM DETAIL C TWO 15/3rW.I APA RATED CUW ONE EACH SIDE GIRDER TRUSS OF.OSf nACH D W/ADHESIVE Alp(11)T•XIWA SIAPILS. -MARRIAGE MALL SYSTEM ATTACH(0 I/1'OA BOLT APO(2)VSH RS TO Erin SIDE. Z n 2.e R I Kf r•A xp/mO ORALS KWEYwL 24-o,C.SUPPLIED BY CUST0W2&D WR sTxLILTLMEs.W/R1s MSUATICH SUPPLED t INSIXIM BY C.C. ^ 2.N LEDGER STRIP w f+ INTERIOR STA - 2K6;JF 1 SUPPLIED 0 MIALIED TEE(CEr G.C. J015Tf nro.c..R3o nBEROLASS INSULATION w $ SYSTEM BETA I L D NOTE.MATE AL FOR RDDF MIEN It ROOF S67D SPPORTM MALLS FIRST FLOOR SYSTEM DETAI L F (EXCEPT As HO7m)SUPPLIED a a6TNlFD BY CUSTOMIZED srRucluREs. FIRST FLOOR MM/SECONO FLOOR DE-K•f,;a HOLD BACK 2 COURSES OF 23/2'DPOSUE ONE APA RA•.o X LMpDDATWX '1 SHINGLES AT KING[POINT SKIS 2XIO PUME-10 N12KID sN/2JOST.2MC y I� DETAIL B _ (IKSTALL ON 517E BI CHI) Ri9 THRaASS rSULATION.I/r MALB3YDRIPSUM, O FOIJDAT ION D90M ml SY5a � w SEE NOTESIO 15/Sr D?H75t.RE ONE APA RATED 9nRWa N i (I 1� 2-16a MAILS EACH RAFTER IIb SR.[6,SPF STUD 000E OR BETTELIM.0 � 1• - 2.4 RAFTER SECTION Rig FIROWSS 161AATON W/OMFT PW R MIPOR BIRRER 1 x s' I0Y MAIL 6•W SrARm l Sfm/r w.LeONm.6TPsr $� -J 2-6K MAILS PER RAFTER IfINi1ALL WAIL 51Sld U _= BASEIfNT STAIR (a1E REWIRED) 3/r Do-RUE ONE APA RATED SIEAn.c iC SYSTEM 7P/aULTN17HEAiMIIa \ 7X3 S7LOS.SPF SrLO GRADE OR BRTR169.C. - s to 2.2 LEDGER 1?waWW O'GIPSN t T INTERIOR WILL STSTEY \2.6 PIN RAFTER 23A snossf stuo GRIDS OR LETi iro c. > 1D4 MAIL W 8.Oc R13 FIBERGLASS M6UATONJaCrKq'R a7ISAROUND CROSS SECTION ON SETT" SLIRNU OPE.a•I/r wmtiwmGfP FIRST FLOOR SYSTEM 23/Tr WDSIRE OE Am Rpm I&C t oowuneff 2AIIE-M 2XIO PDRI ETER W/2.AD FLOOR J=.I 9.0 Wn SK12 OR BETTER BETA t A BETAIL C - 26't 2■Wn-Da 2%12 P:aIETOL W/2X10 FLOOR JOW,16•0.C. REWIRED AN ICE AND WATER BARRIER IS APPLIED ROOF SYSTEM 1]/31'IMG ApfRLIfMENI W71 vFF2OR 817MR ORDER LIE SHINGLES,PfR THE YrG IA;iRLOI IS A - SUPPLIED BY CUSTOMIZED SFRUCIWES, DETAIL C TYPICAL HAEIA:COWR IE TO RAFTERS E ORIOR a WARNACE WALL PEROM SEWS USE 2X?LEDLFR TO FTIEAOING FROM IN:EDGE OF THE SOFFIT 10 S17[INS7ALlED W/(1)I6e NAILS SiW'aRi FLOOR J0675.IXCEPI Ikl T09t RfpAES 2K31IDGFR A POINT 17'YIN.INSIDC TILE INTERIOR WALL. EACH JOIST EACH BOX OR JOSIS MJIGGE S TO BE USED M,ONL iM AMAGE WY1 P(HRNETER. 60 GAIY.MARS.6 EACH SIDE$IAGCERCD RI INSULATION WA*OR BARRIER BY G.C. (ON SITE) FIRST FLOOR CE R INYL/ NOTE:MEW YORK REOARES DBL JOIST DOER ALL MJN-M ARK PARTITONS. �1'0' SECOND FL BE- c 1'OAF i EI USED 10 PROV IDF SYStfY �7 p J MERpR SEAR 1tST'Y AIRSPACE ABOVE III:ULAI ION ___-_•_-__--_-•-__ " RAILER FIRST FLOOR DECK TO FIRST FLOOR COM/SECOD FLOOR DECK wM LED By CUSTMm STRUCTURES vFF 1 wr:I r /r wsSET Bunt ut 7 EAD r(ND9 70 NOSE)• V TOR REOIRES 1 1/9•NOSING BLOB 1/'O.C. I I I I I I EACH SIDE a RAFTER, fllf$7 FLOOR CE IL iIa/ UO MZR61/A• 3/3'AC SHIL. I I I I STAPLE AND GLUE TO SECOND FLOOR DECK _ 1'AL W.Y[Mi STRIP I I I I I I FLOOR J0157,USIIa SYSTEM _____ COLLAR TE(CJ)2A�. (3)II129'F/2ORBETiFR$rALEib HEADROOM 6L-La..6r w.NEW I=ONLY 1 t 1/2'. I6 a. HAKIM 34•ABM DEAD.30•rD 3S A9DE TREAD NEW YO K OKY LAIv DRIP Elae STAPLES EACH SIDE. t4 I/1'SMTG. - - - OPEN STARS REOUIE MISTERS 9.O.0 SUPPLIED t INSTALLED BY G.C. An 1/2-SHiG. COPRCSSION STRIP SAKE"STAR$SYSTDM Z 1.7 TRIM COMPRESSION STRIP —(6)160 NAM1S( � "TOW SUPPLED BY CIMOMIZED SiRUCYR6,K6TALLED BY L.C. O a I.B FACIA - MRL 7Rf10 9'(NOSE ro xOSL),MEYr rONL IEO16E$i 1/81D9NC _ CITCRIOR HALL SYSTEM WAY MER R 114' - y>I I DETAIL B FIR57 FLOOR$YSTEN DETAIL D - ¢ MARRIAGE WALL (3)1X12 SPF 12 OR BETTER STRMAIR5 MARRIAGE WALL SYSTEM HEADROOM m WAS,MIN.WIN I=OEY TLNEUAE 9'ABM TWAO.Tor 10 3V ABM TREAD LEI!YORK MY FASTENING TO SILL PLATE FIRST FLOOR srstfM SHEATH I NG SCHEDULE OPEN STARS R:aaE BvuslERS MC.9^0 t INSTALLED BY G.C. � TOE NAIL PERIMETER RIM JOIST TO THE < O SILL PLATE W/160 MAILS 16'O.C.OR NAIL ' NOTES NAPE FOUMiIOR ANCHOR$TERMS(IF USED) - -- RELEASED 1D::1311 oKCKNIM GRADE MOLT OYIIOAL 70 1M$RIM JOISTS BY G.C. SEE NO Si(EL BOLTS 1.fDOrK„rW:r.:•.i:'N WALLS APO EASEMENT FLOORS ARE Wa■ SEE NONE BFLn- ROOF 19/3r OSB .J/10 �D AND amp Or G.C.PER MPNOi CODES N° r Ixa SILL PLATE 71 (Brc.c.) OLrau Is/3r OS8 31/Is 3/BvIEI'a?we AND SIECONDITIONS CTU&q : � 6j 0 z [eAE TER xnRA Kant ON ANO aLOAA O s ARE < wsaL... x' T/16• .,� 2A/D 3/t RYWWD in J 10TE: " p. - 3 FSEN IN TO ��.TE�FASTENING C" ROODE ISLAPD'REGIIIRfS 0 1/r.15•AMCMW SOLI MAeP AGE WALL BEM BOLTING FLOOR t3ry'RaG LR,aAm 2:-0.c. /:r':aAm ASSWANCE/FAQAADOV MANUAL' u o'° 1 1• WITS IM:.2 WASHERS Y Nor II[sruLm San AVARABL M OUR WRDT DBL SILL PLATE OR OR STRAP 6'0.O.0 APO I2' I / ( ) LALLY C0..a PLATE A.ATTIC tDDMa6 PRO=71ROLDI A COOMATKN SOF7T AND w Z_ At ifRNATE FASTENING f� 1 FROM ALL CORNERS 2.0•FROM EACH ENO AND A MAX.A'O"O.C. I� (BY C.C.) I.ALL yEA7111C 6 ALEM7 WiFD RODE VENTING SYSTEY.CALCLAATIONS ARE AVIval s tN O U OF SINGLE SILL PLATE ?5 a IF AT WALL RIY JOISTS ARE HOT TIGHT. SEE SHE Fi 2 RUT:SFEATOD-A:W.ED(R!wm•:ATED),Nl C-ER OUR gJYFTY - Q•o $NAY AT BOLT LO^.AII W BEFORE TIGH7IMo I FOR$PAC I.'; SE JwD 0.1ED!51/PL•7xOR xAtir/T R FA.rENMG SCHmLIL. _ y, NEW RIAIt REOAE�$iNU N-EaOl FM)N Wi'Rl1L J o m BY CUSTOMIZED Si•.WUZ5. WE A WIN.CUSS Y'SUFAC FLAME SPIEAC'A16C ,°ILKv 1.DESIGN nOO?LA£6 N PSF(MROOLFS OMV I NOTE •z Ewom aOUEAcf OF ROOF S257EM 6 AS FOLLOWS F'• DE TA I L C 2X6 SHORT RAFTER DETAIL A:MODULES ARE SET ACCORDING TO STAM MID SET-IL° W IX4 RIDGE IF - FOR A"DORMER LOGI7ON PRL7CEDCWES 89 £LR£cnoN OF GiPf RODE _ 48"OC CUT END OF RAFTER U2 `i ajf0RARY SUPPORTS REOU/RED WHEN BOTH BOXES &RNSf 1Ab PW RAFTER SEC110N5 AND DV.ffRI ANfFWA(LS FA PINRAFTERS TO SUPPORT ONE SIDE WHILE TO THE SALIf D/MEASlONS DE KNEEWALL MIST BE SECURED TO FLOOR AM®R4F7ER SYSTFJI. Q THE OTHER SIDE IS BE/NC SET.. AS RAFTER BELOW C'EACH PWFTER RA MUST BE AWLED OFF PER MM A" ti LENGTHS RfOUWm 2'1 3 16" D.'M4RRI,EGf WAIL PERIMETER(CfXM)MUST BE BOLTED TOGETHER,1/2"BOLIS 48"OC 0 ? .. .. 17 W/I =11'4 7ED DETAIL C / E.WALL EA01W COLLAR DES TO SECURE ROOF SY3T£14•(CAPES WITH NO SHED DORMER) O J � BALANCE a COLLAR 77ES TO BE/NSTALLM BY Gc c� a U I 13'WlDf=IY4 7/8" 66n¢N � F.,CAPES*M 90 DORMERS SET ALL PANELS AAW SECURE/N PLACE C ¢ U 3 - jTx6=J07E:' 14'IWDE=IJ'27B" �1-lee•w¢s EAa aui&e O SET 7RL4S TA7YY S'ECNONS AND SFGVREW PUCE 2 � UI O 20 FXGE Pal 2x8 Rmo7 Par INSTALL Da W COLLAR NES TO SECURE ROOF SY M ti . A-8d NA¢S EACH DO &LANCE OF COLLAR DES TO BE INSTALLED BY GC H ` (ay or) C..,ROTATE 2X4 RVIER PANELS FROM FOLDED POSOXW UMIL �y DETAIL A AMEIWL 6oLL AD 2X8 THEY MffTATPFAK.PANELS MUST Bf TEM 0MY9/PPOR7E0 UN77L -• m ALL ROOF COl%KVS ARE SECURED W PLACL J N x aye tWAOp scud m!raY!EAU H:ASTAU ALL CBTPONEM5 FOR'A DORIBRS"AND SECURE IN PLACE F- N j DaMP S PE Sum �2'4 5�8" 1X4 RIDGE 77E " WHEN PRE-BUZT BY FACTORY — LY --- AV ALL MIX 6oa2S .48"OC E ALL RODi1NG OR 12/12 PITCH ROOF AA'D ShED DMER BY CSL F m 0- J.•WHEN A DORMERS"ARE INSTALLED ALL VALLEY 576l LNG AND S7FP FLASHING IL STANDARD WALL DETAILS FOR - TO BE COURM ON S/lE BY&C. W 3 W a W zo dAom• 1X4 WALL GAPES W/R1 GIRDER 7RUSS ROOF 2X4 WALL _ <Q t Q T21 +'c 1-REQUIRED 2-REOU/R£D (A a 0 I a 0 ' 2111 aHlAG A%S7 \ gym "� 1r a 1J►ar:l8srs Mo-srAx PLn�o i � 2XIo cam JXT = N'.XXoas _ me 2X12 KNEEWALL _ ts BLOCK 2X6 Ld EHD FYY6000 e o IL—0'1 7/8" Fmg u•e Alvin v 2'6 1/2 m —L \ R Ill jr o'n+µ•me r-- r�--_s'a+H"_,y WO 1/2'---'{ �,—vr--� I --4.11 1/8" \2X7 LEDGER W 14'WIDE=59 1/2" _ IY WFDE=49 1/1" N o= 12'WIDE=J9 1/2" 2X6 PIN RAFTER DFTAIL o •= 0 03 0'3 5/8" y 13'4 3/8" HOLD BACK 2 COURSES OF V o f n c, DETAIL A SHINGLES AT HINGE PO1M . DETAIL B . .(INSTALL ON SITE BY CSQ _ - +•1 15/16• > a 2X4 RAFTER SEC77ON 1X11 KNEEWALL BLOCK i 6d rXV..N411S 1/r PtrOW aSSETEAa1.SM6 orW7rx 2-I6d NALS EACH RAF7FR MUST BE GLUED 5EADiSIDESUGGERED STAPLEAADourmR0W=ZUsom HOLE PLACEMENT (ON 9TE) 11-1 1/21 16 ct STAPLES EACH.SX ON PIN RAFTER Y NAILED IN PLACE m m JOd NAIL 6"OC 1-6d AWLS PER (GLUE PfUUIRED) 0'6 1/8" RAFTER THROUGH 'LYW(700 1 (ON SITE) RIDGE POLE MUST BE SET 2X1LfDGER 1 1/2" DOWN FROM TOP +/i• � c OF RAFTER. S/c PLY. 1/2-PLY. 10d W B 8"O.C. 2X6 PIN RAf7ER �a mm (ON SITE) O6FR11M0(7yp•) 2X4 RAFTER SECTION 2X6 COLLAR TIES LENGTHS FOR N CAPES WITH SHED DORMER 3'1 7/8" ti 8-10N VMS rTxs DO 3'0 3/8" 2X4 KNEEWAL[ DETAIL m ecc 12'WIDE 5/8"ON.DRILL 2x6 A2A7 uaxa T THRU f—/'7 5/16"�\(ON�9 2X4 PLATE TOP. i � 2X8 R/DGf POLE TOP. o 4'6 7/8" = t 2X6 COLLAR TIES LENGTHS FOR 4'S 3/8" CAPES WITHOUT SHED DORMER W 24'WIDE=97 1/1" 1J W/0� o 0 i I 26 WIDE=117 1/2" 1- 5'7 5/16"� /6" ��� RE'T 151 ONS 7 i 28'WIDE= 13'?1/2" 5'1 ` 5'10 13 5/16" _ GUSSET DETAIL 14'WIDE- oc e N MATERIAL:l/1'PLYW000 j 7 5P6 'ti v a m SIZE: 100 AMP SERIALHoslesa2 F CIRCUIT DIRBCTOR r m Kt i> REFER/OUTLET RANGEfO 20A KITCHEN 40F K2 COUNTER/OUTLET 20A KITCHEN 0 Y.3 COUNTER/OUTLET OFP OUTLETS V J 20A KITCHEN 15A MAIN BATH/OUTSIDE Cl C5 CRAWL SPACE tR OUTLETS I o Q ri _ 15A No BREAKER) 15A LIVING ROOM F FURNACE SR1 OUTLETS O b() d) \ Q 20A. (BREAKER ONLY) 15A BEDROOM#1 it ro W WASHER BR2 OUTLETS 20A 15A BEDROOM#2 J r AJ( 1 D DRYER SR3 OUTLETS 2 O u,i 432 _ /1'Lw 30A _ 15A BEDROOM 03 U l) JI G LIGHTING S S S �{' A' R' 15A KIITCHEN/HALL/SD'S ; •A n;T,'1 II H.G. S ON '— B x A [E] I Ft f- -4 m Bath B w q - K i t of iebr B7*u a c S Ol Q c PI� O PMKry y e B S AKIBI _ �if fing _ Z cr F U S JRL CLRIB7 S} -----�� p Bedroom � Living F Me1r wail U � S] BLRIA2 !I� CLRIAJ _ LEG LL � - S 53 I'TJ/30tb 1'1w3046 MB/30�6 T'IU18016 Urlf)r RCCCPIACLE RANGE RCCCPTACLf 6 SWITCHED RECEPTACLE O RANGE HOOD FAN SIAGLE POLE SWITCH ¢ IIGNJ J T-WAY SWITCH ® wwr DETECTOR 4$ 4-WAY SWITCH Oj THERMOSTAT £ EMERGENCY SWITCH 7Q C00 CABLC�ECTIOV ( ) ® 1CLEPNONE JACK f( FAN/L ICN7 CLWIYI X=aWIRE RUN IHFMH WALL © NEAT/fANI(ICNT COMBO W.P.=WEA7HERPROOF ❑S HEAT FAN LIGHT SWITCH ql (5-10 CI FROM FLOOR) GrR=CROW9 rAULI R[CEPTACLE ELECTRIC 86 HfA7 � GFCI=G'ROUND rAULI CIRCUIT m i INT[RLIPTER t> R IC u NOTES PANEL K Y CIRCUIT LEGEND 1. AL!CL[CTRILA!CVNDlICIL4PS&fCVIMNi SCULL BC l/5Tf0 T, ELECTRIC BASEBOARD HCATINC RAT[D B 2W WATF/FI&SIZCO • HY A NATIONALLY RCCOCNIZCO ICSI TAG IABOFAlWY AND/N 10.-ISS ABOVE CAICUTAFCO NEAT LOSS. (F-LIVIAWOO,MOOM LXAyp(L I T J I F GOANINAIIW W/IH IIST/AG&LABELING,CWM.GIWS& 8. ELFCYNIC WAY DELETED W BUILDINGS WITH TOT W.I/ER ON IN EMOOMS A BR2 B 2 EOLIMMI SNA[L BC SUIIABLC FOR WIN IHC LOCATION OIHER DEALER INSTALLED WAI/NG. ft9I MASTEN - ®VIBI(?VB A,f/SC. 9. APPLIANCES SLCII AS WATER HEATER,WASHER&DRYER MAY 1 MAt'1CR OR 1.CIACY/I1 PROMESSION FRDII 2. FOR AILMINIAI GLNDCCILRS.CONNECTIONS SNAIL B[OF FYPF Of FIELD INSTALLED BY BUILDER DEALER C.C. T BED=/1 pAN(L BOX APPROVED FOR HNFOSE. 10.RANGE CABLE IS 6-3 S(U ALWIRI&OR B-J/.qn1 COPPER. J B[ORYKw/.1 1.CIRC"I DESIGNATION(ON PANEL LYIVCF). yofP s J. SNCWC DCICLTORS SHALL B!DIRECTLY IYWNCGTfp i0 A9.WLESS OTHERWISE NOTED INE HOF WAIfR NLAICR ANO CLOIHCS (ETC) Jr.I1 THE WIN SERVICE OISLYM&(EL!SNAIL BE INSTA[lC0 AT A J.A-STAR!OF WIRE DRYLR BREAKER AND WIRING ARE LNTIOHA[.[OARS AR[IAA'EN X.(l/CNEN Va./ At 1NIING L/RLIIII WIFH AG INIfRVFNING WA(f SWITCH. EREADINTRANCE C AOr THE([LOCA RICE CO NEAREST TO THE POINT Or B!ND Of W/FL INIO LON+'IDERA/ICW IN IIfC CL fCiFICAL LOAD NLCULAI/pYS. (1,L1 GENERA! [ ♦. All EKO5C5 FOR CCxW[C1ILU1 NAVL AC/IX'SWn[OC/CC1Gv5' ENfkAnGE 0!THE SfRVICC CpOVG/OHS AS PER NCC 5[C.1J0-70a. I.WIRE SIZE 1-11/? 1N51ALLC0 ALI fL S.ALL hDY/5C5 DTI MASS.0R A'.l.LANCER!NN 12 .ALL WIRING YM171S,C/RCUII PROTECTION,tr Wfl Cl SPA[/NC 20, INSULATED IS IYPF(B(-B. (SEC OIR[CIIAPYJ 2-14 1TCX s C 11, INSUl A/CD'S FAPLCS USED F(Nt All WIRE SIW/'OR!PER N[C, GlRtRWND IAVlI 3-1 1J r 170�sR.fl.NAVL BLOW. SN:I((0[ICHA INSIAI(ED fA' PCR CURRENT CDI TARE OF WC. `e T1.GFI PRD/fLi(D BASEMENT CIRCUIF IS 10 BL PROV/DID AND REllplACLE r VINE OR 0/N/HC BLOW.SYlYtf 0C1CC I(N![GAlIbS!Di IJ.(([[TRIG PANELS ARE IOOA 70 CKT.GT TOGA, 10 CK1.PARTIALLY FACTORY h12/J IS/N R.1.ILNO(R DI SORE-Of I(GAI FIAT OFFILIAI. WIREP. lAS IALLCO BY C.C. CH-[I FCIRIC NEAT 5 CLNMCIEO LNO OF AN EL[C1RIC RASFBNNO HEATER AbWC.H 14.PANEL BOX(OCAFCO.IN BASEMENT,FIELD INSTALLED&MOUWFCD 2J.20A LAUMORY L'INCUII/S 10 61 YROVIOEO IN 6A5fW1I BY G.C. DW-DISHWASHER E CIRFUI/SHALL NO/EXC[[P BOX OF 115 RATING. [W[XIERIOR W,u BY C.C. 24.CLO/INS C(OSEI IIGHIS fM'!(NM TO AID WE 410-8. LOP-D/SP05AL 6. ELCCIRIC NSCBNHO HLAI(RS CONFIRM 10 THE 1C!!1/IREW115 15.FIfLU Co' IS RCSLCWSIBLC to CLMM'[C/C BALANCE 01 W-WASHER OF&ARC INSIALLCD IN ACCORPAW1 WITH III[IENFERAIIIRE WIRING N0F CLAAP(r/ED BY CUSTW/ZEO SFRUCIWES INC. LlARYER FrWONW,Rp Rr01NRfM[NIS OF III SIANNRO!LW SAfITY11041 16.WIRES MARN'£D WITH GREEN 1AI'E ARE FOR(IfID CONNEC1/ON ON ELECTRIC BASEBOARD NfAr/NG.ANO HIS UNIT("FIRE TD BASCMEMI NIWr EFFECTORS,WTI TAPE 10 OIL BLOWN. OIA rx PREVENTION&WILDING COVE S[Cr IM 1000.7E-_. FITTING aCHMMULE DWV rI TIINGS q\I�t'. PARIJ DESCH IPI IUN ;[ ` 90 0.1 {n 1" 90 L.S. El 4 2" 90 CIL 2"90 I-0. ELL I. 90 [Lt. U ul A ....CHEN 7 3" 90 L.S. CLL V _J - 8 4x3 CLCISE! I:LL O 9 4^ CLOSET rlc 'v - 10 1-1/2" SAKI TEE t1 2" SANI TEE tl O 12 2x1-1/2x i-1/2 SANI TEE m'o 13 eat-1/2x2 SANI TEE IL?u• SUPPLY SYSTEM \ 14 3" SANI/2 SANI TEe \�. 15 3" SANI 1EE -•O WC 16 3x3x1-1/2 SANI IEE m d f ,L LA _ DV✓V SYSTEM 17 3x3x2 SANI TEE C U gX COLD WATER PIPE ,Y I / 18 2" TEE WYE&7 8BO } Q 0 19 2x2x1-1/2 TEE WYE&1./88U _, 20 3" TEE WYE&1/8BU _ OT q Q t ' HOT WATER PIPE -------------- 21 30,1-1/2 TEE WYE&1/8BD Q, '~' p OF Q 22 3x3x2 TEE WYE&1/8 BD {- Q TUB/SHOWER 24 3"DOUBLE TEE W a Q 25 3x3x1-1/2x1-1/2 DE'L TEE • O 26 3x3x2x1-1/2 DBL TEE a 0 27. 3x3x 2x2 OBL TEE ® 28 3x2 BUSHING - ' O 29 3x1-1/2 BUSHING Z C QB 30 3" CL EANOUT V 31 1-1/2" P TRAP I 32 2" P TRAP 33 TUB DRAIN&OVERFLOW m 2"PVC 34 BRANCH TAILPIECE I _ O 3"VENT THRU ROOF 35 2 TO 3 COUPLING C.% •„ 36 CONTINUOUS WASTE • O '��O NOTE: •=SITE CONNECTIONS BY G.C. 4 37 LAUNDRY STANDPIPE(18 70 3TEE �Or q B 38 2X1X1-1/2X 1-i/2 DBL SANI TEE I n t 1 2"PVC 39 3-1/2 /2X1-i/2 DBL SANI TEE / 40 1-1/2 DOUBLE TEE w : O 2"PVC O V G 14 KITCHEN SUPPLY FITTINGS 0 - \ A 1/2 Cu TYPE L TUBING E i 36 B 3/4" CD TYPE L 7U13I NC O H 17 C ANTI SCALD MIXING VALVE y m m 0 TEMP&PRESSURE RELIEF VALVE E 3/4"COMP STOP TO SUPPLY 31 G VACCUM BREAKER 0 O H PRESSURE REDUCING VALVE p NOTES: HOT WATER HEAT 3R HOT WATER 1. EMERGENCY BOILER SWITCHES.iHEPo/057AT9 HEATER AND WIRE PROVIDED AND INSTALLED Q - BY CUSTOMIZED STRUCTURES INC. \ 2. 707 WATER HEAT ELEMENTS STUBBED TO BUTTON OF FLOOR JOISTS.CONNECTION 2"PVC DISTRUSITICN AND ZONING BELOW V ® JOISTS BY FIELD CONTRACTOR. GOD O 3 'ALLYTYPCOM"M"1CHS OPAILLED NOT WATER HEAT TUBING IS 0 31 4. HEATING ELEMENTS ARE SIZED IOF 70 15G WC ABOVE CALCULATED HEAT LOSS BASED CW Q 3"PVC 55"ILI/HR/F7(2 180 A WATER 7EMP). 5. ALL BOILERS,SIZING AND INSTALL A7 ION Future Vent 8 ARE BY FIELD CONTRACTOR, 3"PVC 3^PVC NOTES: PLUMBING PLUMBING 1) 1. ALL MATERIALS MEET OR EXCEED APPIICABLC 6 ROUSING CODES,IABLC It1-904 1. ALL VENT 8 WASTE LINES ARC PVC SCH 40. ,RIB 3. TAL IORY INSTALLED WATER LINES ARE"t" }••pyC 4. COPPER SUPPLY LINES FOR KITCHEN SINK 4� 33 11 20 B./INROOM VAN IIIE$AND WA 1ER CLOSETS ARE m `9 CWIPPED WI IN SHUT OFF VALVES BCL0W THE Uz FIXTURE AND STUBBED 7HRU FLODR FOR m 31 FIELD LDNN(L710N BY CONTRACTOR. 5. 95-5 SOLDER USED FOR SWEAT CONNECTIONS. 22 6. TESTING: A.COPPER LINES ME FILLED WITH AIR W125psi AND SUBMERGED IN WATER. B.PVC LINES ME FILLED WITH AIR W ■ q. 5psi OR WATER FOR 15 MINUTES. A q 23 _ 7. FIELD CONTRACTOR IS RESPONSIBLE FOR ❑ COMPLETING DRAIN SYSTEM BELOW FLOOR JOISTS -a3v161 0�-0 AND INSTALLING VENT EXTENSIONS ABOVE ROOF LINE IN ACCORDANCE WI1H a4a s TO WASTE APPL(CABLE CODES. CONNECTION 8..DIMENSIONS,MC FOR REFERENCE ONLY. oe� n n 9.SUPPLY AND MY SYSICN FOR DISHWASHERS f v SUPPLIED AND INSTALLCD BY C.C.. '•' m i • I0.FUTURE VENTS ME CAPPED AND LABELED mv 11.1.6 GAL.PFR FLUSH 1011E1S STANDARD 6 FM MA.-CT.-RI. 12-*=ON SITE CONNECTIONS BY C.C. m C 13.FOR ADDITIONAL NOTES SEE COARSHECI SECTION/9. o R • I4.FOR FORMAL ON WATCHHEA7ER•WASHER/DRYCfi' JA'UAJ Vx V FOR CRAWL SPACE YODELS SEE.SHCF7 16x. � r Lil W (7 �i NAILING SCHE[IJLE CONNECTOR, & ADHESIVES SCHEDULE BUIIDINO ELEMENT NAIL SIZE At TYPE NO.e:LC'TION REMARKS ITEM SIZE&CAUGE LOCATION REMARKS STUDTO SOLE PLATE 12d COMMON 2.6 3 DIRE, JOIST RINGER SG,U EHAPE.WLV.,500jacP. HEADERS _ A5 REOU10.E0 N STUD TO CAc"fT' 1'e COMMON 2 6 3 DIRECT CARRIAGE BOLTS 1/2'a9" .mARR-PERIMETER BM� 6'0'O.C. " J .. VENT Ip fO-TIRU (l.l ,r OO'LE STUDS O_COMMON 12.O.C.01 RECT STUD SOLE :AGd METAL STUDS.PLATES.ETC AS REDUIRED -j p .. CORNER STUDS led OG MON IS-O.C.DIRECT ~ _ •• O > LA M J I ied COMMON EA JOIST•16.O.C. LOCATION ADHESIVE REMARKS OR DLDCNINc - C ROOF RAFTERS TO PLATE led MMMDo 3 TOE NAIL PR•.ANUFACTLRED TRUSS SUBROOR TO JOISTS 3C C'KTMCT 101 ADHESIVE 1202 CONTINENTAL CHEMICAL OR EQUIV. Z Q .. ROOF RAFTERS TO RIDGE IEd COMMON 2/RAFTER PREINA:JFACTURED TRUSS WALL SHEATHING w C -.Ruud i ADHESIVE j202 VYTTIHENTAL CHEMICAL OR EQUIV. Lu LLI W t H Cr F EIm LE fNI:EO 18d COMON L DIRECT DGER DRYWALL TO WALLS-CEILINGS 3C CONSTRUCTION ADHESIVE 1202 CONTINT.ATAl.CHEMICAL OR EQUIV. _ Q' Q J E OR GIRDER OR HN.'ER 0g . CEILING J01S.;70 PLAT led CWOR 3 TOE i11L W"'D.C. F2000 ADHESIVE M7'M FGAMSEAL IMC ^7.C`�J 1 1 2•NNtOGW fRONN O.O.C.E MILT UP PERIMETER SEAM w aOO:AOHESIr,166C CONTINENTAL CHEMICAL O2 ECUIV. - n WALL SHEATH NY OALV.STAPLES 8'O.C. IN��aMNIAT _ - HEADR TO STUD tEd COMON DIRECT EA AICI Z rI 40. F-I Imo` .YMCJO SU8iL00R .w lJA9AN I'•'I.F.':•i t-.ONTO:TE TdG PLYNW �F,f1e;,: �N.STAR}._ - ;;,,,A� HEADER SCHrDUI a ER OR BEARING WALLS OL v 4 MILT UP SEAMS Ise CYL'N 18'O.C.DIRECT Fb FV E M M/SPLI+'GAR.TP.FL CAFE/WMM/CAR.EOT.FL •FENINO STUD To TRIMMER le!CoMM" 16.O.C.DIRECT _ SIZE SPECIE/GR PSI PSI .10-5 219IO ffiT 78'E 916E 241116E 2611110E 239GE ' L^'^'IE STUDS i0 HEADER 18d COMMON2 DIRECT ` 2-26 SFi12 e75 TD 1.3 5'9' S']' 5'1' 2'7' 2'5' 2'3' ` _ F PLATESTO if,1,MMON 21.O.C.DIRECT � �.� 2-26 SPFj1 1050 10 1.5 6.1. 6'1• 5'10• 217• 2'5• 2'1' LE r.,7 STP:P led CHCiN 3 EA J0157`<'IRECT 2-26 SYPj2 1100 40 - �.6 6'£' fi'e' 1.2. 3.1• 3.1• 2't l' L- Lj 2-28 SPFj2 B75 '•• 1.3 7'fi• 7'1' 7'1• 3'S• 3.2- t1t1 m 2-28 SPFjt low 1.5 8.1' 8'0' 7'9• 3.1. 3'2' 3'0• f 0 _ FRAMING LUMBE P Sf EC I F I CATIONS 2-2g �Pj= 1�D 1.6 - 1.1. 1.1. A•1• 3•ID• 1f ~ MINIMl2J VALUES "'PSI j T O }28 SPi 2 875' - 1.] 7'1• 6'to• B')• 3'tl' 3'7• 3'1• C u ITEM SI ZF Fb FV Fc RFMAR6 3-28 SPFj2 875 1.3 9'1• 9.0• 8'8• 5'2' •9' 1'S• I a+.IM PDXES 2.6 775 EO f_(• DOUBLEPLATES 3-wC 4Fj1 iC50 1.5 13':' 12.7' 12'1• 6'7' 8'1• 5'8' - 6 .110S/JAO(S 2.1 tfL 15C }210 SYU2 1200 S. 1.6 I 11'0• 1315• 12'11- S'2' 7•ID- 7'J' - C < ( I 1 --_ PLATES 2:.4 950 60 650 L•08LE PLATES 3/4-4 Ir MOO Lie 2800 vi 2.1 I 9.1- 8.10' 8"1' 6.1• 5.10- S'8' STUDS/JAIX: lac 525 RO 400 N 7/1'.!1/2'ISM IN 2800 23.i 2.1 10.5- 10.1' 9'10- I 7.3• 7.1• 6'11• }m IR' MALL JTES 2.4 950 MI 650 SINGLE PLAT(NLS) N 3//•0 1/1'MICRO MM 2600 2E5 2.1 I 13'e• 13'/' 13'1' I ^' 9.1• 1... _ I - _ U0S 525 w w0 w PLATES 2.3 553 650 SINGLE PLATE(NLE) I STUDS 2.3 521 60 wO -1.CALL PLATES 2a3/2a1 OSO C-0 MIT COIOLE PLATES STUDS/JACK6 23/2a1 525 T. w0 HASTENING SCHEGL PER EOCA 1S9 I AND BOCA Peaee r.' sport FLOOR JI]ISTS 28/2f0 a25 EO 7CO FOR PNEVYA-IICAl1', - YECRANICALLY ORIVIN FASTERS - FLOOR HEAOOOfi 2a8j2a10 825 60 700 FE0.IYETR PFI}:J 2.10/2.12 :_ w 700 W/GMC MAIL PLATES ALL NAILING, F'.STENING ;ND FdNNECTERS TO RUSS'ED RAFER 2e,.6 SEE TRus DETAIL MS MEET ALL LOC;., STATE AND ''EDEItAL CODE GUIDELINES GO'rRNING THI; SCOPE OF WORK PLYWOOD SCHEDULE N USE THICKNESS GRADE SPECIE REMARKS w SUBFLOOR ]/<• I910FALAl'YENT STP.OWOlAS FIR (Y at.WALL SHEATHIRC 1/2' COY STP.MUCLAS FIR ROOF SHEATHING 5/8' 01 S1P•DMOlA9 FIR --- w a MARRIAGE WALL SHEATHING 3/e- "P.MUCLAS FIR - m REVISIONS W - o ~ M - w 3 C5 z 7 OJJM s I_ CUST®MUED STRUCTURES INC � P.O. BOX 884 CLAREMONT, NH 03743 TEL. 603-543-1236 w � J w U 3 a vl o U 1. PLANT CUSTOMIZED STRUCTURES INC.PLAINS RD.BOX 884,CLAREMONT,N.H. 13. SPECIAL USE PROVISIONS, CONDITIONS,LIMITATIONS: w APPROVAL 032,EXP:5-1-97 BUILDING MAY NOT BE LOCATED WITHIN FIRE LIMITS BSAR #95-495 REQUIRED BUILDING SETBACK: 5'0" FOR 0 HR WALL AUG 30 19% J to r I CORPORATE OFFICE: SAME REQUIRED BUILDING SETBACK: 0'O" FOR t HR WALL wtiOiKl� ~ w } EC 2. THIRD PARTY-PFS CORP,401 MARKET ST.,BLOOMSBURG,PA. 17815 14. FLAME SPREAD CLASS. ALLOWED:I11 PROVIDED:111 �±'�, �. , I- O M t- d CERT #:TPfA-02 EXP:5-1-97 14A.TYPE OF HEAT:- ELEC BB /HYDRONIC-TYPICAL O Q 3. FOR INDEX OF DRAWINGS-SEE AT RIGHT TYPE OF FUEL: BY G.C. ti 1 Ld w W s�fv-f� e� Ld Q F_ 0_ !- 4. A.MODEL NUMBER: # CAPE rox f M 0: Q J B.SITE: STATEWIDE nteC� 5. Use Group: R4 P.E-APPVLLIMITED 6. TYPE OF CONSTRUCTION: 5B TO MASS 780CMR AFT z y 7. HEIGHT OF BUILDING: MIN. 21'3" (FROM TOP OF FOUNDATION) 15. ENERGY PROVISIONS REQUIRED(ELEC.) REOUIRED(NON ELEC.) DESIGN 33 MFD BLDGS PROG. - + MAX. 23'3" (FROM TOP OF FOUNDATION), WALLS OS 08 0472 1O m ui 8. FLOOR AREA:MIN.FIRST FLOOR:672 SQ.FT. ROOF .033 .033 .026 P.E. APPROVAL Ix SECOND FLOOR:560 SO ..05 LIMIrEU TO FACTORY FT � FLOORS .05 .05 MAX.FIRST FLOOR:1680 SO +.08 BUILT PORTION O FT. � - FOUNDATION - .08 .OS NLY � SECOND FLOOR:1260 SO-FT. WINDOW - .40 .65 .33 N TOTAL VOLUME: MIN.11400 CU FT. DOORS .40 .40 •+• o 0 MAX.40390 CU.FT. OVERALL UO .105 .167 .091 1ST.FL., 2ND.FL. OK (MIN.) w +€ 9. NUMBER OF STORIES: 2 (Rid=FOAM FILLED STEEL REO'D) .073 1ST-FL., 2ND.FL. OK (MAX.) 0 00 10. OCCUPANCY LOAD:MIN. 3/FIRST FL/UNIT (*PROVIDED & INSTALLED BY BUILDER/DEALER/GC) N wo 3/SECOND FL/UNIT v o< MAX. 8/FIRST FL/UNIT 6/SECOND FL/UNIT 16. SITE WORK IS SPECIFIED IN NOTES THROUGHOUT PLAN SET, AS OCCUPANCY. LOAD TOTAL:MIN.6 GENERAL CONTRACTOR,BUILDER, DEALER, ETC. n MAX.14 17.E-THIRD PARTY LABEL IS LOCATED UNDER THE KIT.SINK a 17. SPECIAL SYSTEMS DATA PLATES ARE.LOCATED UNDER THE KIT.SINK FIRE ALARM SYSTEM: TYPE III (SMOKE DETECTORS) STATE LABELS ARE LOCATED UNDER KIT.SINK,1/2 BATH SINK, 'm FIRE SUPPRESSION SYSTEM: NONE MAIN BATH SINK,& BEDROOMJ2 CLOSET OTHER: NONE 2ND.FL. IN THREE BOX CAPE: LOCATION 12. DESIGN LIVE LOAD 1ST 2ND IS MASTER BATH UNDER SINK. WIND 25PSF 25PSF 18. CONSTRUCTION CONTROL NOTE (WHEN STRUCTURE VOLUME IS > 35000 CU.FT.) SNOW 40PSF (INCREASED FOR SPCL CASES - THIS STRUCTURE MEETS THE REQUIREMENTS OF THE MASS-STATE BUILDING PER MASS..BUILDING CODE SECT. 1111) CODE SECTION 127.1, EXCEPTION #2. SEISMIC N/A N/A FLOORS 40PSF 30PSF M INDEX STAIRS 100PSF 100PSF CORRIDORS N/A N/A BALCONIES N/A N/A OCT J"J OTHER ,N/A N/A HEET NO. - SHEET TITLE LAST REV. DATE DEPARTMENT OF 1a. SYSTEM ELEVATIONS CAPE N/A 4-21-89 ? By PU LI 1b. SYSTEM ELEVATIONS N/A 4-21-B9 m FOR THIRD PARTY USE FOR PE USE FOR STATE USE 2a. SYSTEM FLOORPLAN N/A 5-15-92 2b. SYSTEM FLOORPLAN N/A 5-15-92 2c. SYSTEM FLOORPLAN N/A 5-15-92 PFS CORPORATION --T, 3. SYSTEM FOUNDATION N/A 3-02-90 f ,. '•�c_,^. - 4a- CONSTRUCTION DETAIL N/A 5-OS-94 W Ft•4 _. _„ ,�•,,,; 4b. CONSTRUCTION DETAIL N/A 5-05-94 a Parrs ceNSed to mtnDh nitlt _�r1�:;;'�=F';f:':z:-` 4e. CONSTRUCTION DETA I L05-94 ali aodicaCle codes antl"PLItmG of -�;,-_,I�;•tijDp;j 4d. CONSTRUCTION DETAIL I L N/A S-OS-94 REV:s I oNs 4e. CONSTRUCTION DETAIL N/A 4-13-92 STATE OF 4f. CONSTRUCTION DETAIL 2-27-92 2-27-92 JOLY9IN 5a. SYSTEM ELECTRICAL N/A 6-11-96 Date 1 rJ D�IS,J dj•'].,._ 5b. SYSTEM ELECTRICAL N/A 6-11-96 g p J _ .,�„ �� 613. SYSTEM PLUMB rNG PLAN N/A 1-25-69 W 6 w p •. 5 nature tole - - 6b. SYSTEM PLUMBING PLAN N/A 1-25-69 ADDrov51 Limited to Factory Built Portion Onh _ - - psl�; 6e. SYSTEM PLUMBING RISER N/A 3-12-90 7. SCHEDULES N/A 3-03-94 TOTAL = 18 SHEETS + COVER SHEET. '�\ o to MO�ifw V 11 �d TO 13 (o S----, EA STREET 13(o ' SEA, STREET L ST OF DRA NGS Al - A2 : FLOOR FRAI` lING FLAN -AE) : LEFT ELEVATION A3 - A4 : ROOF FRA IINC FLAN A 1 : RIG -IT ELEVATION �� : FOUNDATION FLAN �, 10 : . F00TI1NIC-r DETAIL AG : INEW FIRST FLOOR � L,� IN All : 1=OUN�D�TION DETAIL AT : FRONT ELEVATION A 12 : EAV E DETAIL A13 : � ALL SECTION DATE SHEET NO. PROJECT: TITLE: MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET COVER-1 PROJECT NO: 0001 A - PHONE NO. # (506) 326-7077 HYANNIS,MA 02601 SCALE: �orsos � � � �s � sea- �, �y 30� /03 � S¢a.son73em c�/��� s 1 i TYPICAL FLOOR SYSTEI"I -314" T4G PLYWOOD SUBFLOOR SCREWED GLUED TO 1"xI0" FLOOR JOISTS C@ 16" O.C. -2x10" SOLID BRIDGING 4 SOLID WOOD FIRE BLOCKING - -DOUBLE FLOOR JOISTS UNDER PARTITIONS 4 EXTERIOR HALLS -FLOOR R=11 BATT INSULATION -FIRE PROOF ALL FLOOR PENATRATIONS NOTES -1/2" PRESSURE TREATED PLYWOOD ON BOTTOM -1/4' TONGUE-GROOVED PLYWOOD ON TOP -R36 INSULATION P.T. 2"X10" DECK JOISTS 16" O.G. 4�_o1I 71_011 FLOOR FRAMING FDLAN TITLE: DATE SHEET NO. PROJECT: MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: P.OMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK 15 CYPRESS STREET PU'MOUTH, MA. 02360 136 SEA STREET FRAMING-1 PROJECT NO: 0001 At PHONE N0. H (508) 326-7077 HYANNIS,MA 02601 SCALE: TYPICAL FLOOR SYSTEI"I -3/4" T4G PLYWOOD 5UBFLOOR SCREWED 4 GLUED TO -2"9I0 " FLOOR JOISTS @ 16" O.G. -2"x10" SOLID BRIDGING b 1\ SOLID WOOD FIRE BLOCKING -DOUBLE FLOOR JOISTS UNDER PARTITIONS 8 EXTERIOR WALLS sm -FLOOR R=19 BATT INSULATION -FIRE PROOF ALL FLOOR PENATRATIONS NOTES ON -1/2' PRESSURE TREATED PLYWOOD ON BOTTOM -3/4" TONGUE-GROOVED PLYWOOD ON TOP -R36 INSULATION P.T. 2"X10" DECK JOISTS @ 16" O.C. 121—011 FLO OR FRAM 111NG FLAN PROJECT: TITLE: DATE SHEET NO. MAY 20. 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK • 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET FRAMING 2 PROJECT NO: A2 0001 PHONE NO. # (508) 326-7077 HYANNIS,MA 02601 SCALE: ------ -- I i I I / I I I " I I 1 I I I I I 1 I I I 1 I 1 I I I I I I I 1 I 1 I I I I I I I � I I � I NOTES I I I —1/2" PLYWOOD ON TOP I —R38 INSULATION I I I 1 I I I I � I I I 1 I� I I \ I I I I � I 1 I 1 I I � I I � 1 I I 1 I I � 1 1 I I I I I \ 1 1 I � I I � I I � I I I I21140" ------ ------ ------ ------ = 121—OI' ROOF FRAI- IING FLAN PROJECT: TITLE: DATE SHEET N0. mein Ewa oa.w�„cs vw,urcvr vua MAY 20 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: ROMA.NOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET FRAMING•3 PROJECT NO: A3 PHONE NO. # (50E) 326-7077 DWI HYANNIS,MA 02601 SCALE: t I 1 I I I I I I I I I I I I I I I I I i I I I I I I 1 I I - I I � I NOTES � I I I -I/2" PLYWOOD ON TOP -R38 INSULATION I 1 � I � � I I I I I I I I \ I I I I I I I I I 1 I I W� I I I l ) 211X10" - - -- - -- - -- )- GOOF FRAi1 ' ING FLAN PROJECT: TITLE: DATE SHEET NO. MAY_0, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DP.AWN BY: ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET FRAMING•a PROJECT NO: A4 PHONE IJO. # (506) 326-7077 OD01 HYANNIS,MA 02601 SCALE, 3'-84" 0 41 0 4 0 31_8�n ' o FOOTING 48" BELOW GRADE I_pu FOUI"'� DAT101"� FLAN PROJECT: TITLE: DATE SHEET NO. MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK 15 CYPRESS STREET PLYMOUTH, MA. 02360 PLAN-1 PROJECT NO: H\ q 136 SEA STREET 0001 L �> PHONE N0. # (508) 326-7077 HYANNIS,MA 02601 SCALE: NEN ' FIRST FLOOR FLAN TYPICAL FLOOR SYSTEYI -3/4" T6G PLYWOOD SUBFLOOR SCREWED E GLUED TO -2"r.10" FLOOR JOISTS @ 16" O.G. 2"r.10" SOLID BRIDGING B SOLID WOOD FIRE BLOCKING -DOUBLE FLOOR JOISTS UNDER PARTITIONS 4 EXTERIOR WALLS -FLOOR R=1q BATT INSULATION -FIRE PROOF ALL FLOOR PENATRATIONS 3'-O" Z CLG. HGT. 7'-6" PROJECT: TITLE: DATE SHEET NO. MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAW N TV: PLAN•3 RICK ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. EL 15 CYPRESS STREET PL1'MOUTH, MA. 02360 136 SEA STREET 0001 El7T NO: AkD PHONE NO. # (506) 326-7077 HYANNIS,MA 02601 SCALE: LE: TYPICAL EXTERIOR WALL -MATCH EXISTING HORIZONTAL SIDING -#15LB5 FELT BUILDING PAPER -1/2" EXTERIOR 5HEATPING -2"xb" STUDS @ 16" O.C. -HEADERS / DOUBLE 2"110" W/ 1/2" PLY. IND. -R=21 HIGH DENSITY BATT INSULATION -6 MIL POLY VAPOR SAPPIER -1/2" BLUE BOARD W/I/S" SKIM COAT PLASTER -PAINT INTERIOR 3 COATS, EXTERIOR 5 COATS -FIRE PROOF ALL WALL PENETRATIONS LLJJ LLiJil EEEI EEJ 0 LILJ- Lil- 1LLL I I I I I El ao 1p FRONT ELEVATION PROJECT: TITLE: DATE SHEET NO.MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: p A ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK ,�\\ 15 CYPRESS STREET PLYMOUTH, M.A. 02360 136 SEA STREET ELEVATION•7 0001 �N0: lh/—�� PHONE 140. # (508) 326-7077 HYANNIS,MA 02601 SCALE: scALE: • I LLLJ 1: 1 LEFT ELEVATION ATION PROJECT: TITLE: GATE SHEET NO.MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN er: A ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET ELEVATION-2 PROJECT NO: OD01 PHONE N0. b (505) 326-7077 HYANNIS,MA 02601 SCALE: I RIG��T ELEVATION DATE SHEET NO. PROJECT: TITLE: MAY 2D, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRVI 15 CYPRESS STREET PLYMOUTH. AAA. 01_360 136 SEA STREET ELEVATION•3 PROJECT NO: PHONE N0. (503) 326-7077 HYANNIS,MA 02601 SCALE: 1 CONCRETE FOUNDATION PIER va i 0 v a va zi a a a . a d ° Q a ° POLY VAPOR BARRIER a a COMPACTED GRAVEL 4 a a ° ° a FOOTING IDETA I L DATE SHEET N0. n¢e^��a'g101j}v�uvovr w PROJECT: TITLE: MAY 13, '015 ARCHITECTURAL BUILDING SOLUTIONS, . DRAWN BY. ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICR. 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET SECTION-t PROJECT NO: H\ PHONE NO. # (508) 326-7077 0001 1 �JJ1 HYANNIS,MA 02601 SCALE: 3/4" TtG PLYWOOD GLUED NAILED FLOOR JOIST (SEE FRAMING) R38 INSULATION 5/8" ANCNOR BOLTS 10" CONCRETE FOUNDATION PIER FOUNDATION DETAIL PROJECT: TITLE: DATE Ff EET 0 ne�c neawae rocwu�s ea urcvr rurtvoae S N . MAY?D, 2015 ARCHITECTURAL BUILDING SOLUTIONS INC. + DRAWN B7: All ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK /\\ II 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET SECTION•2 PROJECT NO: .Lh/-1R\� �IItL PHONE NO. # (508) 326-7077 0001 HYANNIS,MA 02601 SCALE: ASPHALT SHINGLE ROOF SYSTEM BLDG FELT 1/2" PLYWOOD / STYROFOAM CIRCULATOR / R38 INSULATION METAL DRIP TRIM �. ALUM. GUTTER SYSTEM \ FASCIA HURRICANE CLIP SCREENED SOFFIT VENT / r ROOF RAFTERS (SEE FRAMING) PINE FREEZE DOUBLE PLATE STRAPPING GYP 130ARD A\ / jD A PROJECT: TITLE: DATE SHEET N0. MAY ZD, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN BY: ROMANOVIC2 ENTERPRISES LLC BILL HASSLER T. ELRICK Al15 CYPRESS STREET PLYMOUTH. MA. 02360 136 SEA STREET SECTION 3 PROJECT 140: !-4 PHONE NO. # (508) 326-7077 0001 L LLL HYANNIS,MA 02601 SCALE: CONTIN.RIDGE 4 SOFFIT VENTING ASPHALT SHINGLES OVER L15LBS FELT BUILDING PAPER 5/8"ROOFING PLYWOOD CONTIN.ALUM. DRIP EDGE MATCH EXISTING TRIM, FASCIA, SOFFIT S RAKE 2"z10"CEILG JOISTS @ 16-O.C. R38 BATT INSUL. DOUBLE TOP PLATE POLY VAPOR BARRIER PAINT INTERIOR 3 COATS, EXTERIOR 3 COATS R21 INSULATION HORIZONTAL SIDING FELT BUILDING PAPER 1/2' PLYWOOD ON OUTSIDE EXTERIOR SHEATHING "x6"WALL CONSTRUCTION @ 16"OL. FINISH FLOOPING R36 INSULATION 3/4'T<G PLYWOOD ON TOP 2"+10"FLOOR JOISTS @ 16"O.C. I/2"PRESSURE TREATED PLYWOOD ON BOTTOM ANCHOR BOLT 10"CONCRETE EMBEDMENT GRADE 4 O Q POURED CONCRETE WALL ON PIER FOOTING A MIN.OF 4-BELOW GRADE CONCRETE FOOTING CONCRETE SLAB . 7- 77"' NALL SEC,70N DATE SHEET NO. PROJECT: TITLE: MAY 20, 2015 ARCHITECTURAL BUILDING SOLUTIONS,INC. DRAWN eY: ROMANOVICZ ENTERPRISES LLC BILL HASSLER T. ELRICK � 15 CYPRESS STREET PLYMOUTH, MA. 02360 136 SEA STREET SECTION-5 PROJECT NO:-At r, PHONE NO. (( (508) 326-7077 0001 �J HYANNIS,MA 02601 SCALE: