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0145 SEVENTH AVENUE (HYANNIS)
1 �!5 SeJen�4 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �.���/ Parcel /����� Permit# 0 7 7 1 Health Division # -zoo Date Issued lQ�a 3�0 2 Conservation Division IN YZ �Zl� Z� Application Fee Tax Collector_ OC2 =��^ `• - �� �I Permit Fee Treasurer 0 L �� TIC; �� �3 i I y� Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board 'ENVIRONMENTAL TITLE S 'ENVIRONMENTALC®®E 00 Historic-OKH Preservation/Hyannis !OWN REGUUTIO� � Project Street Address {l7 S'V Cy1Tk A vC jAfi2 e Village .1-4 it hil>S Owner O-tjxTiv /2h ?-�isS Address 1 r� Telephone CSc' wo - �-C/0 a = .; Permit Request ,/t/�a; `'er" 6$,) koogl 7 ec`rs; / /61 1 rt Square feet: 1st floor: existing GAG proposed (o ( 2nd floor: existing 6'00 proposed 3 y Total n a ] 74 Y lD � Zoning District Flood Plain Groundwater Overlay Project Valuation ( C Construction Type lA oc,a Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family f Two Family ❑ Multi-Family(#units) Age of Existing Structur 30 r S Historic House: ❑Yes 41go On Old King's Highway: ❑Yes ®-fdo Basement T e: ®'Full 'Crawl ❑Walkout ❑Other yp Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing 77 new First Floor Room Count Cv Heat Type and Fuel: (9(Gas ❑Oil ❑Electric ❑Other Central Air: 6Yes ❑No Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing Cl new size Barn:❑existing 0 new size }1 Attached garage:❑existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Vko If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name rl'�/i�r/�s �i1t - o Telephone Numbert�.So&-) 771-IV16 Address I&SaCv,w�zJil{ 7v'i License# QO (06'S 3 _�e��`T�ry>`��, /✓� 02(, SJ__ Home Improvement Contractor# yy Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE _1GOZ-2�`4�Z— FOR OFFICIAL USE ONLY , PERMIT NO. DATE-ISSUED r MAP/PARCEL NO. 77 ADDRESS .,�4 , VILLAGE r ' OWNER r }' DATE OF INSPECTION: J So vA ,n FOUNDATION 'i3 Fa 0 O!k FRAMES-f�a INSULATION= /ws [J oh FIREPLACE ~ELECTRICAL: ROUGH FINAL - r, PLUMBING: ROUGH s: FINAL GAS: ROUGH _ Y .. FINAL (1 FINA/L BUILDING i DATE CLOSED OUT t I ASSOCIATION PLAN NO. y . u ' The.Commonwealth of Massachusetts -- _-� Department of Industrial Accidents __ _ Offrce ollnYesti9atlans•. 600'Washington Street Boston, Mass. 02111 Workers' com ensation Insurance Affidavit wANY,M / / i location hone# ci all work.myself '' [] .I a homeowner performing ca ac, a sole ro rietor and have no one worldn in /////////%%//%% my oY ?,T'an th s}, m+^ ':1;;+,..L Y?}v,, :. fi:;. workers' compensation-fornK n:{<?t+•xL{::}} v C:%,» Yh..:;;s+ ?;.$::s•:g+.?::;;;';}$:},;a:°•.,; ;•ys { 2••;S::L+•x'••; •2: •din wOLZC , y:K:$.y+};}?:?ri?f..}S•:::.,...,•s.<.,r its?}.;,,.;.. :•.t:} S,:r:?•:{••• }.YC, y`:?`•: :n,$2t>3 :;;•'i, 1 eI_ rOVl g `24rLX4::rMi:::?i$:•:n:.;.} :: ::S•:.•:'c+? :•rYi:•.r.. :.,a,:•}',;',i,',:$ c .y n am an "J D +}Y4• L<{{?3' �,•{\. .3i?!? 'ivv. \:Y... ,.}'+}..n..;•2�:i-yY �. •aL. .. .. ,•..r v:.player }:nYF :. ...... ... 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Pen es-of-perjury the the-information-pro-uidedabnue_isluaii�eoved hereby ee�}Yn r � G� - • . - Date plione $mature ,. ... ... , :' ,,,..•• 7�//5�/G Print name do not write in this area to b e completed by city or town ofSdal aMcWwe only - permitllicense# (Budding Department ❑Licensing Board dty or town: ❑.eetectalen's 0MC5 contact person: Wormation and Instructions eir Massachusetts General Laws chapter�152 section 25 requires e all l0y ersoa m the servicers to provide ers' compensation of another under anoy qo tr.'act lo.yees._..As quoted from the `law , an employee rY P . _nfhire,'express or implied, oril or An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of _ the foregoing engaged a 7° enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner.of a ... dwelling house having not more than three apartmmts and who-resides therein;-or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the gro or unds building appurtenant thereto'shall not because of such employment be deemed to be an employer: c at every state or l licensng agency shall withhold ca MGL chapter*152 section 25 also states mess or to constructobuildingslin the commo wealth fort any applicant who has of a license or permit-to operate a busm not produced acceptable evidence'of eo apli ceivisions steal eater into any contract for the the insurance coverage 1perfoaance Additionally,ublic work oath commonwealth.nor any of its political with sub acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. • Applicants Please fill in the wbrkers' compensation affidavit completely,by checking the box that applies to your situation and' supply company names, address and phone numbers along with a certificate of insurance as all affidavits may be bmitted to the Departmeut.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 anapplication f 1etaze per owt is a not the Department of Industrial Accidents. Should you have y questions regarding YQ being requested, •a�vorkeis' camp p Y Please call:: the Depaitmerit atthe r4nber•listedbelow:. ed,to obtaza ensatioa olio , aie regcnr . . .=: City or Towns e that the affidavit is complete and printed legibly. The Department has provided a space at the bottom ofrthe Please be sur Investigations has to contact you regarding the applicant. Please you out in the event the Office of Investig Y e aff davit for tO � �� e nu�iibei whichwilLbe used as a reference num�'er. TTieaffi vits may 'e'r to•a: be sure s ,or FAX uule'ss othei arrangements}iave been made the Dep ue _.,�,,.• ations would like to thank you in advance for you cooperation and should you have any estions. . The Office of Tnvestxg. ,.a , _. � .. lease do not hesitate to give us a call p -- The Department's address,telephone and fax numNNYZ ber. monwealth Of Massachusetts The'Com .. . Department of Industrial Accidents art _. De _ . ._ .P . 1 atlons • est e of laY g 6M Washington Street , 't Boston,Ma, 02111 fax#: (617) 727-7749 "n'„a R. ((17) 727-4900 eat. 406, 409 or 375 �FtHE Tod, Town of Barnstable Regulatory Services RAMST"LE, * Thomas F.Geiler,Director 9�p 1 • a��� Building Division rFD pM't Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Fax: 508-790-6230 Office: 508-862-4038 Permit no. Date AFFIDAVIT HOME IMPROVEMENT 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. Estimated Cost r`Z d G• Type of Work: Address of Work: Owner's Name: i�T PA ti'i Date of Application: I hereby certify that: Registration is not required for the following reason(s): nWork excluded by law ❑Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PER OME�ROVEMENT WORK DR DEALING WITH O NOT HAVE CONTRACTORS FOR APPLICABLE H ACCESS TO THE ARBITRATION PROGRAII�I OR GUARANTY FUNDDE UNRMGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Contractor Name Registration No. ate OR Date Oviner's=varne f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE A p O'Tg square feet x$96/sq.foot=1G!!K L1 U 9,o x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x .0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck v2 x$30.00= �Gf� (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost t t t, s� �F(NE The Town .of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. e ,639.PTenMPye, . Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 a :t PLAN REVIEW Qwne if, WC !S S" Map/Parcel:_ j �LI -11 f ' Project Address: Sryk fi�/Al%C�. /U. &v, Pi-, Builder: L -1,grz4 ?A,-- Si�S The following items were noted on reviewing: GfT1V5 1 D> IC:)40 "-n 57JZ-11G7'UZ1 a Reviewed by: r�Date: 'j b 2 3 q:buildingms:review Y Permit Number MECcheck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:New Custom Additions CITY:Barnstable STATE:Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 10/21/02 DATE OF PLANS:02/16/2002 PROJECT INFORMATION: Martin&Rhea Reiss 145 Seventh Ave West Hyannisport,Ma. 02672 COMPANY INFORMATION: Chuck Paltsios Custom Builder 183 Longview Drive Centerville,Ma. 02632 NOTES: MaCheck by Cape Cod Insulation INC. #3170 COMPLIANCE:Passes Maximum UA=�173' Your Home=148 14.5%Better•Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Structural Insulated Panels(SIPs) 536 31.0 18 Ceiling 2:Flat Ceiling or Scissor Truss 88 30.0 0.0 3 Wall 1:Wood Frame, 16"o.c. 960 19.0 0.0 48 Door 1: Glass 108 0.310 33 Door 2:Glass 20 0.340 7 Window 1: Wood Frame,Double Pane with Low-E 35 0.330 12 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 578 19.0 0.0 27 (FLu ace�l Forced Hot'Air;82:7 AFUE 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 Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. - The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and AA Builder/Designer Date t J MECcheck Inspection Checklist Massachusetts Energy Code W Ccheck Software Version 3.2 Release 1 a DATE: 10/21/02 TITLE:New Custom Additions ` Bldg.' J Dept. Use Ceilings: [ ] 1. Ceiling 1: Structural Insulated Panels(SIPS),R 31.0 assembly R-value Documentation must be submitted verifying the overall assembly R value. The R-value must be developed in accordance with accepted engineering practice. Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R 19.0 cavity insulation . Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: Doors: [ ] 1. Door 1:Glass,U-factor:0.310 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Door 2:Glass,U-factor: 0.340 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace"l:-Forced Hot Air:82:TAFUE or.high Makeand Model Number' Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: `A. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/#I2 pressure difference and shall be labeled. Vapor Retarder; [ ] .Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] ) Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ] Ducts shall be insulated per Table J4.4.7.L- Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside y conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: a [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. ~ Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: , [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% ` _ of the heating-energy is from non-depletable sources: Pool pumps require a time clock. - Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 T or chilled fluids below 55 T must be insulated to the levels in"fable 2." Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes, Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UP to 1„ Up to 1.25 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 ` 1.0 1.5 100-130 0.5 0.5 0.5-` 1.0 x Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping$}_stem Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems ' Low Pressure/Temperature 201-250 . 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1:5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40=55 - 0.5 0.5, 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) ,. BOARD OF BUILDING REG,,LATIO:NS s s:i License: CONSTRUCTION SUPERVISOR - I \ R' Nurnber.rCS 006653 .; - r E�Pt+e09f22=003 Tr.no: 3784 �. Resg0e co 6F2 7 s. CHARI;ES G PALTSI©S 183 LOfVGV,.IE.IN CE �/ILLE, MA NT€l Administrator .F ;;. . BoardofBuilding Regulations and Standards HOME`11nr.ROVEMENT CONTRACTOR Regtstattora 14644 ` l 0/8103 r t jExplrat4a- — _ —iq 1.Q i3A C rT .PAiSIOS BLbQk� N ii HAgLES PALTS '83 LONGVIEVV DR Mtn" CEO,y `l.ILLE MA;02632 administrator t Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 5.05 Bv:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 12:03:23 AM Proiect: PALTSIOS-Location: SLIDER HEADER Summary: 5.25 IN x 16.0 IN x 16.25 FT /2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 306.1% Controlling Factor: Section Modulus/Depth Required 9.18 In Center Span Deflections: Dead Load: DLD-Center= 0.07 IN Live Load: LLD-Center= 0.08 IN= U2394 Total Load: TLD-Center= 0.15 IN = U1272 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A" 1757 LB Dead Load: DL-Rxn-A= 1529 LB Total Load: TL-Rxn-A= 3285 LB Bearinq Lenqth Required(Beam only, Support capacity not checked): BL-A= 0.83 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1769 LB Dead Load: DL-Rxn-B= 1539 LB Total Load: TL-Rxn-B= 3308 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.84 IN Beam Data: Center Span Lenqth: L2= 16.25 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.25 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 26 PLF Total Load: wT-2= 26 PLF Point Load 1 Live Load: PL1-2= 1342 LB Dead Load: PD1-2= 983 LB Location (From left end of span): X1-2= 8.0 FT Point Load 2 Live Load: PL2'-2= 1092 LB Dead Load: PD2-2= 829 LB Location (From left end of span): X2-2= 1.5 FT Point Load 3 Live Load: PL3-2= 1092 LB Dead Load: PD3-2= 829 LB Location (From left end of span): X3-2= 15.0 FT Properties For:2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension): Fb'= 2809 PSI Adjustment Factors: Cd=1.00 Cf=0.97 Fv': Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 12911 FT-LB 7.963 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3308 LB At riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 55.16 IN3 S= 224.00 IN3 Area (Shear): Areq= 17.11 IN2 A= 84.00 IN2 Moment of Inertia(Deflection): Ireq= 338.03 IN4 1= 1792.00 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 5.05 By:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 11:52:07 AM Project: PALTSIOS-Location: ROOF BEAM M BED LEFT SIDE Summary: 5.25 IN x 14.0 IN x 26.25 FT(19.5+6.8)/2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 335.2% Controlling Factor: Section Modulus/Depth Required 8.0 In Left Span Deflections: Dead Load: DLD-Left= 0.08 IN Live Load: LLD-Left= 0.10 IN =U2238 Total Load: TLD-Left= 0.18 IN=U1284 Center span Deflections: Dead Load: DLD-Center= -0.01 . IN Live Load: LLD-Center= -0.01 IN = U7926 Total Load: TLD-Center= -0.02 IN = U4940 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1092 LB Dead Load: DL-Rxn-A= 829 LB Total Load: TL-Rxn-A= 1921 LB Bearinq Lenqth Required(Beam only, Support capacity not checked): BL-A= 0.49 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 2813 LB Dead Load: DL-Rxn-B= 2158 LB Total Load: TL-Rxn-B= 4971 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-B= 1.26 IN Center span Riqht End Reactions(Support C): Live Load: LL-Rxn-C= 434 LB Dead Load: DL-Rxn-C= -219 LB Total Load: TL-Rxn-C= 216 LB Note:Design For Uplift Loads Rxn-C-min= -938 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-C= 0.05 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 19.5 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 19.5 FT Center span Lenqth: L2= 6.75 FT Center span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 138 PLF Dead Load: wD-1= 83 PLF Beam Self Weight: BSW= 23 PLF Total Load: wT-1= 243 PLF Center span Loading: Uniform Load: Live Load: wL-2= 138 PLF Dead Load: wD-2= 83 PLF Beam Self Weight: BSW= 23 PLF Total Load: wT-2= 243 PLF Properties For: 2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 2721 PSI Adjustment Factors: Cd=1.00 C1=0.95 Cf=0.98 Fv': Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= -8935 FT-LB Over riqht support of span 1 (Left Span) - Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Controllinq Shear: V= 2827 LB At riqht support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 39.41 IN3 S= 171.50 IN3 Area(Shear): Areq= 14.62 IN2 A= 73.50 IN2 Moment of Inertia (Deflection): Ireq= 224.41 IN4 1= 1200.50 IN4 Multi-Loaded Beam[99'BOCA National Buildinq Code(97 NDS)1 Ver: 5.05 Bv:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 11:55:15 AM Protect: PALTSIOS-Location: ROOF BEAM M BED MIDDLE/RIDGE Summary: 5.25 IN x 14.0 IN x 26.25 FT 09.5+6.8)/2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 259.7% Controlling Factor: Section Modulus/Depth Required 8.53 In Left Span Deflections: Dead Load: DLD-Left= 0.09 IN Live Load: LLD-Left= 0.13 IN= U1821 Total Load: TLD-Left= 0.22 IN= U1061 Center span Deflections: Dead Load: DLD-Center= -0.01 IN Live Load: LLD-Center= -0.01 IN= U6449 Total Load: TLD-Center= -0.02 IN = U4074 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1.342 LB Dead Load: DL-Rxn-A= 983 LB Total Load: TL-Rxn-A= 2325 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-A= 0.59 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 3458 LB Dead Load: DL-Rxn-B= 2557 LB Total Load: TL-Rxn-B= 6014 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-B= 1.53 IN Center span Riqht End Reactions(Support C): Live Load: a LL-Rxn-C= 534 LB Dead Load: DL-Rxn-C= -259 LB Total Load: TL-Rxn-C= 275 LB Note:Desicin For Uplift Loads Rxn-C-min= -1143 LB Bearinq Lenqth Required (Beam only, Support capacity not checked): BL-C= 0.07 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Lenqth: L1= 19.5 FT Left Span Unbraced Lenqth-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 19.5 FT Center span Lenqth: L2= 6.75 FT Center span Unbraced Lenqth-Top of Beam: • Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 169 PLF Dead Load: wD-1= 102 PLF Beam Self Weight: BSW= 23 PLF Total Load: wT-1= 294 PLF Center span Loading: Uniform Load: Live Load: wL-2= 169 PLF Dead Load: wD-2= 102 PLF Beam Self Weight: BSW= 23 PLF Total Load: wT-2= 294 PLF Properties For: 2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticitv: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 2721 PSI Adjustment Factors: Cd=1.00 CI=0.95 Cf=0.98 Fv': Fv'= 290 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= -10810 FT-LB Over riqht support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controllinq Shear: V= 3421 LB At riqht support of span 1 (Left Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 47.68 IN3 S= 171.50 IN3 Area(Shear): Areq= 17.69 IN2 A= 73.50 IN2 Moment of Inertia(Deflection): Ireq= 271.59 IN4 1= 1200.50 IN4 Roof Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver:5.05 Bv:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 11:46:43 AM Project: PALTSIOS-Location: ROOF BEAM ENTRY MIDDLE Summary: 5.25 IN x 14.0 IN x 11.8 FT /2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 185.5% Controlling Factor: Section Modulus/Depth Required 8.42 In Deflections: Dead Load: DLD= 0.07 IN Live Load: LLD= 0.10 IN= U1356 Total Load: TLD= 0.17 IN = U827 Reactions(Each End): Live Load: LL-Rxn= 3393 LB Dead Load: DL-Rxn= 2171 LB Total Load: TL-Rxn= 5564 LB Bearing Length Required(Beam only, Support capacity not checked): BL= 1.41 IN Beam Data: Span: L= 11.8 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 14.0 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 9.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 23 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= 11.8 FT Beam Uniform Live Load: wL= 575 PLF Beam Uniform Dead Load: wD_adj= 368 PLF Total Uniform Load: wT= 943 PLF Properties For:2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3278 PSI Adjustment Factors: Cd=1.15 Cf=0.98 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 16412 FT-LB 5.9 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 5564 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 60.08 IN3 S= 171.50 IN3 Area(Shear): Areq= 25.02 IN2 A= 73.50 IN2 Moment of Inertia(Deflection): Ireq= 261.41 IN4 1= 1200.50 IN4 BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Friday,October25,2002 11:40 Sin le - 11 7/8" AJS 10 File g Name: Paltsios reiss joist.BCC Job Name - REISS Customer - PALTSIOS Address - Specifier - Designer . - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Company: - Shepley Wood Products Code Reports - BOCA 99-23,SBCCI 9707A, ICBO 5504 Misc: - Eng.Wood(508)862-6223 JOIST AT NEW SECTION Standard Load-40 PSF 110 PSF OC Spacing 16" 1-3/4" BO B1 B2 423 Ibs LL 1091 Ibs LL -279 Ibs LL 17 Ibs DL 19-06-00 273 Ibs DL 06-09-00 -281bs PL Total Horizontal Length-26-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 26-03-00 40 PSF 10 PSF 16" 100 Member Type: - Joist Number of Spans - 2 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2452 ft-Ibs, 72.6% @ 100% 2 1 -Right End Reaction 528 lbs 46.2% @ 100% 4 1 -Left Slope 0/12 Int. Reaction 1364 lbs 46.6% @ 100% 2 1 -Right OC Spacing 16" Cont.Shear 776 Ibs 52.1% @ 100% 2 1 -Right Repetitive Yes Uplift -307 Ibs 4 2-Right Construction Type Glued Total Deflection L/762(0.307") 31.5% 4 1 Live Deflection U946(0.247") 38.0% 4 1 Live Load 40 PSF Total Neg. Defl. -0.043" 8.7% 4 2 Dead Load 10 PSF Max. Defl. 0.307"(Limit: 1") 30.7% 4 1 Part Load 0 PSF Span/Depth 19.7 1 Duration 100 Disclosure CAUTIONS: The completeness and accuracy of Uplift of-307 Ibs found at span 2-Right. the input must be verified by anyone who would rely on the output as evidence of suitability for a NOTES: particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation of Boise Cascade engineered wood Minimum bearing length for BO is 1-3/4". products must be in accordance Minimum bearing length for B1 is 3-1/2". with the current Installation Guide Minimum bearing length for B2 is 1-3/4". and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI@ and Versa-Lam@ are registered trademarks of Boise Cascade Corp. ( Roof Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 5.05 By:JAY M. , SHEPLEY WOOD PRODUCTS on: 10-25-2002 : 11:44:56 AM Project: PALTSIOS-Location: ROOF BEAM RIGHT SIDE ENTRY Summary: 5.25 IN x 14.0 IN x 11.8 FT /2.0E Parallam-Trus Joist-MacMillan Section Adequate By: 354.0% Controlling Factor: Section Modulus/Depth Required 7.22 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN=U2188 Total Load: TLD= 0.11 IN=U1315 Reactions(Each End): Live Load: LL-Rxn= 2102 LB Dead Load: DL-Rxn= 1397 LB Total Load: TL-Rxn= 3499 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.89 IN Beam Data: Span: L= 11.8 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 0 : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: U 180 Roof Loadinq: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 11.75 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 2.5 FT Roof Duration Factor: Cd= 1.15 Beam Self Weiqht: BSW= 23 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladj= 11.8 FT Beam Uniform Live Load: wL= 356 PLF Beam Uniform Dead Load: wD_adj= 237 PLF Total Uniform Load: wT= 593 PLF Properties For:2.0E Parallam-Trus Joist-MacMillan Bendinq Stress: Fb= 2900 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3278 PSI Adjustment Factors: Cd=1.15 Cf=0.98 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 10321 FT-LB 5.9 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 3499 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 37.78 IN3 S= 171.50 IN3 Area(Shear): Areq= 15.74 IN2 A= 73.50 IN2 Moment of Inertia(Deflection): Ireq= 164.38 IN4 1= 1200.50 IN4 K t Vr office (1st floor):' r mop.and lot number ays 1....:S Assessor's F....... . Board of Health (3rd floor): Sewage' Permi4 number .-.... ...... .. ] . .Z�/0�7AO��F ' �` STALLED IN CO Engineering Department Department (3rd floor): .1. � �J 1 :, ,639• Iry Ir , Housenumber. .....:.............................. ................................... WITH TI•fL M Definitive Plan Approved by Planning Board -----------_---------------------19________ . ENVIRONMENTAL Ci0 APPLICATIONS PROCESSED' 8:30-9:30 A.M. and 1:60-'2:00'P,M. only TOWN REGULATIONS ETOWN , -OF BARNSTABLE APP >ROY Com oi &UILDIHG IH.S.PECT0R /Bar ab ►oorvalio>4 m s TO .... A.V.97........ .P.Jp,.T..<A. `.1�4 sip" Cato TYPE OF CONSTRUCTION .4/0 .... ........! .!.r !............w..... RR1-..... .---.....S-/G/. :.......��... 19L1.0.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ./Y5...........7r!1......A! .r............. 3iT.....l7 YA.nJ�l1/SNOR1�.. A........'............................................................... Proposed Use .f�¢(.a :?/.R4:f...... .X....�S.T.aR.Y......Q. 1�11!N.. ..A.�1)��iQ :.. Q..?��X./.. iw�.....!4�os1. >�........... Zoning District ...........:..................................:.................:........Fire .District ............:. 7r* 4-ve I-1 fJY�/ay.tliSpoRT A, Name of Owner, r .............................Address- �. ..... A..0.T.4.!?1.....NR 6�/!S A.... Name of Builder !e-f!•-:A).<E*�...P.R4P./R?lr S...!-r-..Address cWo.....k/f?S.!"c!�!!1GTa.J Name of Architect /." ll.-TfSN.....PA!44j. l:5..............:.............Address ....................................................................................: Number of' Rooms .......3: .......................................................Foundation l.a.....G'CJ.N...CR.�T"E.....Q.!�.....440477i�qdf............. Exlerio! ...�d'.T.:... -!Tj.�..............Roofing ..�S.P.It� �.Y............................................................. Floors ..f 4.,Kp:w.4.?.4p............................................... .............Interior ... .Z�......Q.�vr... 6.q D...?'?.... !t/M.... ZA-T Heating FvRC.�D... Qom... !!2.......��....C?Af:F................Plumbing .BL S..T/>'. ../i9Tft/......?`... !4.uilhll!�t..........:......... Fireplace ...y1fs......4�./.f.N.....:..�h!<.+?N.!�f'....�1 !�l.C.k ....Approximate Cost . �5 Oder, ................ jYIAP - c?ys Area 0.• Q S. 4. ko 3/ Z Diagram of Lot and Building with Dimensions Fee . a .. ....................... OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. A9k 0ss ,,-CL Name -a'.1e ........................... Construction Supervisor's License ... ....... eREISS, MARTIN (yid ...52283.. Permit for ..ADD...TD v Sing1e...FamilY,DvFe11 trig........... - i145 7th Avenue j •' " F Location ...... .. . ................West Hy ann s•ppr]................. Owner Martin Reims `� ....................... .. S _ Type of'(onstruction .z-r MQ........ !*................ { ....... ... .. .....:.......... . . Plot ............................ `Lot' ............ "`'.. ... Permit Granted .,•• September f11 88 ... ,:19., .r r Date of.anspection_ .... �T9 ' Date Completed ......... .� .�.:....19L y 7 • , '•V t ins •k v • � .• \ .'Y MIM .. 0f� 3+�.f ! Bt H' L _yA;�..,�l .,,. .+.:,,,..�w.•w�.CA.n::::+ra.+'4.ia�+{�r�ut�..n=�'.lY'.rJ�j;,"iea ,.,� w� 9,. ...'k,.c ,c., .�t,Y" .f...Nt..�.A..� . "!4-'O+. � �4 ,a - -� s, ...., .-:.. gyp- .�.w.. .s : Assessor's office;-(1st floor): � .. OFTD Assessor's map and lot number ... .Ll....._........ .�.. TME .............. Q.. �♦ • Board of Health (3rd floor): Sewage P,.rrpit. number Basa9TsnLE, S Engineering Department (3rd floor): moo' rasa House number -l' o i639 Y. ...................................... 0 MAI a' Definitive Plan Approved by Planning Board ---------------------------------19________ . i APPLICATIONS PROCESSED 8:30-9:30 A.M. and 1:00-2:00 P.M. only TOWN. OF BARNSTABLE \ f BVILDIHG INSPECTOR � F APPLICATION FOR PERMIT TO (1 aJS..................... � .......... =X�$ �N.... ` TYPE OF CONSTRUCTION ..`t,4s9;P....�— !q?! ................................... r�r�C s�U�rv<PA� 5........ .......�. ..... .. ................ 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .y�........7rfJ....... .✓..r........... !`.ST...../ %"A.,,U1,5/�O/?T�..f'/h' . .... ........................................................................ Proposed Use i s/ar=,cJ ...... :5..TP.RY...... ....!!oc15� ......... Zoning District ........................................................................Fire District ANS �7N pJF GJ, S�diQ7 Name of Owner ... !lRrou.... 1/SS.............................Address yY /A. .4.^!.... CA+QL F_ q�(lSS FL� OZOGI Ar Name of Builder ..�Oo'�t•Y - •i :...O�Pq,P/R.7'/, s...Ar-�...Address .....�tl6R/.�� Name of Architect ��`.S?6u.• . NILG!r?. ...........................Address Number of Rooms ..... . .........................................................Foundation TF.....4.5!....../C-UOT!lUcS= Exterior l .r.�.C.! �... <<4�c1!T..../7-7 i <vt/G..............Roofiing .............................................. Floors f�A S?.OaD /R.7a.........................................................................Interior .. .z.....���.v. ......6.a/?n.... '...Jk .............................. Heatingc! (•!`?�.... �or.../-��R....:...1aV .... 5................F'lumbing /e /3/4r. .....?`....4A.....uit...... ....................... .Fireplace ...� 5....... `'/9 F/ .e-1-0l"Al��.....(��..o`/c t-)....Approximate Cost . �S ooa.— . ................ . 1Y1A P Area .......(J / O..,S.:,` :.......:r � / Diagram of Lot and Building with Dimensions Fee 17 a S . 6 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. A2 4. A vss %" LL _ Name .. (% ... ..;.: !r �' �' ....................... Construction Supervisor's License ....D U Fi.O REISS, MARTIN A=245-051 ` No 3.2.2.$3... Permit for ..ADA.1T.1.QN............. S 4.le...FAMi.l y. ..Dw.elli.ag........... Location ....1..4.5....7..th...Av7exiue........................ . v ' ......................W.e s.t...Hy.a an.i..s.go r.t................ Owner .....Ms3. .tixl...Re.s. s............................. Type of Construction ..........Frame........r.......... ............................................................................... Plot ............................ Lot ................................ Permit Granted ....September...2.1.,..19 88 Date of Inspection ....................................19 Date Completed 19 ���.-:L': •r . -.-..-.-.,...,�._n ...;gyo. ;�i,.�.,.'f-q,�,�f�.. y...�.,w. ems+«;..-e{��P�,.��,a.,V;�. .. r..r.:.s. srnyr'. .r- ++•--'-•py7W,�rY --"—'fyY.',�5�..,:.�,n,{'-t:="e+�•"""f. SS :pr`v. I s TOWN OF BARNSTABLE Permit No. ..32283...... i BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash B rra u ' HYANNIS,MASS.02601 Bond ................ CERTIFICATE OF USE AND OCCUPANCY (addition -ohly) Issued to MRTIN REISS t a"Address 145 7th Avian tei West 8tii"ptBptIkv'er R USE GROUP "` FIRE GRADING - —OCCUPANCY LOAD OAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL ' SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. C AA ...g... .. a .. 19. $9 . . .� Building Inspector ;, a `¢. kj 5. "s NO. 4702 7AJIMOUTHF0 ntAss �)/01 j II (( .NAi>f�P quilt- I ii II I I ",r o I _ (.Ir•----------I I � ----- (+--wa<7n �dv�� - j I I I I li f I I I I YfNl7uG 6.CA;n)w j I I ' 1 ) li S �( , I' � I1 'ff f � 717. fItWl CLM" WINVGrIh'w FOI rww:;. Ii II i i `` --- RFatavE�xlyr. ~ w v2cx- -. � �• I� I — '' � � - --- II M_COr1p,il.�'- .. OfX7RX'/Q 5#�OWERf � I I �? tMvvE Ex.ar gMOKE DETECTORS O.K. eEl ocoYE wCT K 6.5 7NoGEl7CO�+ DEhl G11D'fE E '�f+�X� Ccn+hlk�uUfi�.•r� I O 1/ ( �?i '�A YSE !L__Atjt�G or- BE.MAVPC�. U5{ hNE 7740 &T5 P A GGNEr,GL opt'/. >r-�.ry:M AM. 'FP a aVJFV-Cr, - a RNSTABLE BUILDING DEPT. OF rtr4,,vrvv op arff— f DP>w1wC-fa W V'Cv..Ah.PN wcrvlfu)op f'o(wr.INL.(.0pl>r w') 0,:y f r Additions and Renovations to =' - �""'T'h" � 'h ---- S g The Home of Martin and Rhea Reiss AKRO ASSOCIATES ARCHITECTS � 6nZ 310 Barnstable Road, Hyannis, MA 02601 } 145 Seventh Ave., West Hyannisport, MA tel. 508-778-6060 fax 508-778-2558 auw1Mo MWE Steven M.Shuman,RA Alice L.Oberdorf,RA 7 l 04 I 4- -- (U�.BaCK'PA el: UGHT FIX _... rl� PONeL -- Ab1I',,,wAL SHUN 106 - ---_ — I SH EW N6 t FX. CASPE( C�T— 2 il pp a UP rwio.. --�- y � I 17 T I PN. CGK,TOP- � 6 T=Gf I L_ /, _" ' fA."UL WI. N ---' 3G BC. 18 391<NFe l 3Gy SC 34i"free-,&,,w 14S'1V.CMS. 1 5- 30 gG h 15 UEFA F�Le SPD�f. 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S1pPpLE�Z�_— 3_riCr.__ N4 \ -4-__wcron Gt zx G'� �16" LW EN HC GK-3 SHfA.,/k� — `� Ck tt1 In r 7,r 1 l v4 n I�>T 4 G�4 la w/Ixu vcuaNG ALL, P2rh TRtoT6;J ----- - ----------------- ----- _ - Z71.4A )%i'Et.D CMFtiK ..1.2�.. asKx>rlr.—�- - uPle ' uPzty S ' !, i I�,CE' l�7tJ�1 IpJfftlJQ �I.IeVA-I'IlJk15 Additions and Renovations to -- --- oZAF F� I ecu[: Gi NGfE7 ,vrnoveo er auwrr"r S The Home of Martin and Rhea Reiss AKRO ASSOCIATES ARCHITECTS 310 Barnstable Road, Hyannis, MA 02601 145 Seventh Ave., West Hyannisport, MA tel. 508-778-6060 fax 508-778-2558 p"WINGNUMew Steven M.Shuman,RA Alice L.Oberdorf,RA e ore 7 c Ic a _\LUptAi UNf.bF:E74S'R'M+oG �{bQ:� { .,..... —_._- _..__._._..._._. +—.- lA1G—•�-_ fi�cANT,LEvfa _► � �V7 5�A°x I&'ZZF f-k a&M P)L ',. r" .NEW .�` RkCWVE. 7xro b6lX.NG StMP NCA s,�x 1�n CONaFMO .$ ' ' / �• _. JP _ _-_ _ L I ZIDC•6< RICGE v i �\ uNE a celccEt 1 NFu1 C[1tKtr !F I T c WWL.1,q.1E OF tA"KY' Poo*, \Sq;>4 N - Y. z.nf PpPpyLCM w,L'h� - _. N. 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EP`� �I,eyd'fl�ih3 3 e Additions and Renovations toxrE �e �°�"''-'` -'�'���'oeV /� SDhtE.AS NO'rEO MPBOVED BY DMWM BV �i The Home of Martin and Rhea Reiss AKRO ASSOCIATES ARCHITECTS '` �GZ 145 Seventh Ave., West Hyannisport, MA 3,o Barnstable Road, Hyannis, 50 o2601 55 � tel. 508-778-6060 fax 508-778-2558 DMWIND NUMBER N Steven M.Shuman,RA Alice L.Oberdorf,RA a C,V --7 of cq �FH%CMACOL Pmr-le"iUlAi roti" o� Y;c ewF C.ezKwn XI G tDNOWG 01c i rimf VvOr i---- 1XxT'f£b FAKED rIAhY-14M CnuF1e;M 3�op� iExl55�� are�eTuely- 1t_ /—Nei; cxlclret 5,P1NC OPIT'W CON.'A PI.Y OD.-I 14'g"au.c.M.5M b .. I ex.'WAL. To r3L e OVf.D-- - n z.e cL'4 4V" e 16"o.6 L 1/2"FU"¢5EV, Wee'4' w/Y.U. -so ITS $ _1 6aT rnocr ci� _...__-..-_ 1EX DN �UYE2- 11II YV. 9Y41 mtg Lv w PSt_ 3 IA1 f1>'(f;•` II 14-,f-`G Pl.yop sjUD�FLA '�-r2p IAA uu-o'j 41wVr-+ 00 GDHf rgcr;F lr-ti ,• + __ i -,`; —. z"Prulc waw a,u Z eer W N[w xom c cw 5tc� J tli h�ING l�hEMEt 31 .....EXIh'f'4..SYEUCiJL - r I 5 13 4p - �GLL%1� n PJVI(.�7W1 hEG(frir� e � OL"`(Dlr� !r;.,�:�KtJ�1G� N6'fErh h$f yVbLi �i@l�rrn/4 hN !o 14 o �UIL LWIn9_�cr_I[rN'S_,_ Additions and Renovations to �`/ unie:1 4"'I o" nrnaove°ev oaewa ev_5_.—_. The Home of Martin and Rhea Reiss AKRO ASSOCIATES ARCHITECTS C 310 Barnstable Road, Hyannis, MA 02601 145 Seventh Ave., West Hyannisport, MA tel. 508-778-6060 fax 508-778.2558 Steven M.Shuman,RA Alice L Oberdorf,RA c>I a Fig,tn 046K PITCH —A"AtT e FING �N iS�Ffa� z s_ INZv�.QT lou T3aFFt-� �,,y� 5/8" PLYWWD Fa5* DfLK wL R4 CU PO ``'a.q '- )a i v/arEe SHIELD a ALL eccrtaaEh G"ALUM.SIP NO. 47C�d 7;•:e Ph;DiR1NG 8x l0!5 G 1�.D.C. 5�;°xl{II Z.DE Fw&ww P5L 12- yAhGip N `- TAAMDUTNPv;i T, 5a.VF.R1r 1f4 PoUN9 MP�t.r,IN4� <. �'FI(� f or - Ij4� oTeIM G" IAYxILATInR! W!.Y-6• MR'(GH_ E9t111 r _ I z LAYcrl of Isµ FELT FIE4" .cdi c-tc'PITCH -Low t'G A rt1(&TIA) P1 e MFe. ------- IL _ 5KIMCA.P"f FtiA71f2 6k) Z�— &'rt ; pecet. INhLL. 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Sy," P2Jt Mr,U7ED c S�+ cre �f, FLYW.5Lt3FLLvp..fL�E raei� 4 LL eF tO5rt e F10tSH FLoneln.c I N (/Z°E PAueinN .1Nf -TJI f.Cor JYf6 a- 101 r.G. —LxG.PT It nI-1 slLi- -Z. &r.T, % OP")w SPALfiE w/ " � n! Z�i'fQOK.,[,¢i="b� A.B.S 4 COI:%- 5L,%g WjL<G�G >F,p4EZ W/Ift 'A.C..S t _ W W.M ON G MIL 7'rL/ V.D. (,` Ys-O" G.C. N' I/21 TOP o EXP. JOT. of SLAP, tl 0 — — 0.CG • i, I DCMPPe�'FiK^rii?Avf I cV '. - . ... '�, - .. APPe4vt., CiPAUfi To f?r'>TING ---- I. - 9" YCrr2 DCf;CI£K. o n. o , h"TN. co". Fbri,Wau �,.. a't CC�L.FpeJ. wALL w/ a-#5 Pt e9 7�c w� z-M 5 HoEh T-�P+• � n n y7:MPP17a'F IAX GPG11f TIJ FroFINI, ' "L 4v ;: c 1011.DP x Zo" CDNY,..cnNG.GTL,.uJj.KE..YWDY w WAu� 5�c-F WALE hycTlrinlh= Additions and Renovations to _- - BLKE'.3 I_I1-QII I.]VI10VE0 By The Home of Martin and Rhea Reiss AKRO ASSOCIATES ARCHITECTS 145 Seventh Ave., West Hyannisport, MA 50 3,0 Barnstable Road, Hyannis, o WNG tel. 508 778 6060 fax 508 778 255 2558 Steven M.Shuman,RA Alice L.Oberdorf,RA 1 I �. I \ '8 3G' db _ .SFcor.iv �t,c>� Powc+z � Uc�rrlr.ac, Pcoa� DD -rL------- i GPI F I x ---- 1 14 EX15T�G 11 1 1'1 1 N i O t L - ... WP_ —�__- _ S 4FI � � MA'h'IGQ 5U13f Z � � LrGGIF+fo p�D[q�M j wv\ p�q GFI i�- i L.---- --------I aP - -___ c I _Z4'flfG_6bf}tsD.r) STGZdCe$ I IT -- -- — -�- - �ieSY �I,C.CE Rwt'e rLlrl if�c �LAl,> a Additions and Renovations to ---- -- - --- -� -IlE I "_I'G APPROVED ev OP�vrh ev— The Home of Martin and Rhea Reiss AKRO ASSOCIATES ARCHITECTS � gCZ 310 Barnstable Road, Hyannis, MA 02601 } 145 Seventh Ave., West Hyannisport, MA tel. 508-778-6060 fax 508-778-2558 oA.w��N�MaEA Steven M.Shuman,RA Alice L.Oberdorf,RA rr r, MANHOLE COVERS TO -- EXTEND TO WITHIN 12" •a' '' �� GRADE 'GF FINISHED ) 10' MIN. -------,� f Ot. A, D MIN, VN Per FT L!�V 1FL 4 , L e ,.�� ' ' 2" MIN. _ s - 7 759 I 7 L l�AFT Z id 7.47 7, o AcA AA0010 7 I I r. Y4 {f! 1j / GAL. pi Z'.a- E9 C� p o+� 9 , r�,a✓,. _.f V -� i o D.B. �./ .► Z { 20' MIN, S.T. H-2 o "- LOCUS MAP SOIL TEST LOG ���°� ✓��w PROPOSED SEPTIC SYSTEM ' GENERAL NOTES PERK RATE C A--2 �/ r� ELEVATION -- NO SCALE •� S PA 7!/M -r H. / =% •�� � ELEVATIONS SHOWN ARE BASED ON [� 1 DEPTH EL :: 0 1� �� - �' -��� SYSTEM PIPE SHALL BE EITHER G.I. OR SCHEDULE 40 PVC: /c 9 DESIGN COMPUTATIONS 1LEACHtNG CHAMBERS ) No, OP BepRooMs / THE BOARD OF HEALTH SHALL BE NOTIFIED PRIOR -- DESIGN FLOW uo GPO TO BACKFL UNG OF SEPTIC SYSTEM. - - - -- 1 Esc ``r�`'y' -" — LEACHING RATE M N -- ---- -- SEPTIC SYSTEM STRUCTURAL. COMPONENTS SHALL BE PROPOSED LEACHWG COMPS. CAPABLE OF WITHSTANDING A H-10 LOADNIG. , UNLESS AREA BOTTOM - 1.0 gal. / ft. SPECIFIED 0 RW 4.oz AREA SIDES - 2.5 qal./, ft. F'Alp �//E !�t/ SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL COMPLY WITH A H-20 LOADING. A , L x W•x 1.0 - x ? ft o = 4 " THE DESIGN AND COMPONENTS OF THE SEPTIC 1 oa' _S' %� 'a L. E� 4CHIlVG �h/A/`7g-,5A SYSTEM SHALL BE W COMPLIANCE WITH THE STATE t3 A = 1 2 x L . 2 x W) x 1.0 x 2.5 - - (�t 4- ; - SOIL TESTS SONDUCTED ON - _ TOTAL LEACHING CAPACITY j` OF MASSCHUSETTS SANITARY CODE TITLE V, AND SHALL BE IN COMPLIANCE WITH THE LOCAL BOARD BY $��.1G�". ./k'�Ny .i2. .:5. L OBSERVED BY T SEPTIC TANK CAP. ■ 150% x ? 3 �' ' '' OF HEALTH RULES AND REGULATIONS. TOWN OF 7 -,02_,,c- B.O.H. AGENT NO GARBAGE GRINDER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR USA/�-�>t>J c;;�1.. S_ _ - LOCATION OF ALL UNDERGROUND UTILITIES AND �, .,., •-- __ SHALL NOTIFY DIG-SAFE PRIOR TO CONSTRUCTION. ft'J.G �A1aS�alIFL' - Ar`/f/c.l,✓ Tv (3a� /N A�Caa���., D/Ly l � Dui TW rJWA/ 2Dr✓l�+4 ©Y-L i► R V //V!J W i4 %E,� � c✓ .' i}V T✓s Ti�/.S �.� T �y o T • .� . �• ,` ZONE .10 f � KEY 20 - EXISTING CONTOURS APP �.yc�-••� CMD- PROPOSED CONTOURS �wsT ' � � OBSERVATION PIT � _ �� 't/rs/1 �>✓� `� ' ❑ DISTRIBUTION BOX ID&I 0 SEPTIC TANK (ST1 © LEACHING PIT OR Cl FLOW DFFUSORS y/ �} Z9v `R RESERVE LEACHING PIT UTILITY POLE (UPI � CATCH BASIN (C81 W — WATER ' G — GAS •.� c �, ��� ✓ cJ /�) —E — ELECTRIC --T TELEPHONE 2x SPOT ELEVATION y _ ' (�1Z 41� ��./�G�O/V S T �J''" t, .. .. r _-o �- - �d; \, Ffd�'iTt�'r.��• /'7�i CJ� �/,� C �•�' X, \� p PROJECT: �?� �' f3�•. �`'O,00<•�',i,�Y �A; Oi 7-1 o A_J Tc 5�-- - MAP N0. '4 LOT N0. / ti t 5 •��`r�/T%Y' f'} :'c Z PURPOSE: H f f , All ku sJ t ►�C w t�tao F� -vMt jot 4,.14i l•��.1�, � ,- � ! � � + _ e�A-t T�N� N fitly r!*AOL >k-t�F K k-17 C a r•,\ t S �LJ ,' �xaYT;Ato r2:>Or, { L V6— F CLAM ► ,tc' >`r►a.� �"t to V -44 soon -IN t ,4 � � R elwltil� 'Ra. �: .. .. .._ _- _ t - .:.: �tae,.. :.. - w.1�-T1`!�I, '.'1,.,�,f'ls.:" ....Yt?�1„ k.. -Y•; ..w IPAa-'. • ., - LT F 1 y itII `1 - - --- _- - ITR 16 10, i` 'gip?•_ -I II �` W J4. / / ,'•'fir••� -_�• ! -+_?•'�7��i "•.�Lr ' �, - t CENTERVILLE HARBOR _ CURVE RADIUS ARC LENGTH DELTA ANGLE } •L f �ti. {- U' C 1 10.00' 15.75' 90'13'07" Uj LOCUS z C2 10.00 15.73' 90'06'58" W MAP NTS LA N O W N 2 Q OD J Z a- rn N to W 0) NIT A � N O O > Rpg�' BELT. ZT UIL f g z o z � \ o BRB w/SEAL 100 YEAR FLOOD ZONE A70 EL 14.10' WETLAND RESOURCE AREA DELINEATION NGVD � BY MEGAN B. RAYMOND, ECOLOGIST NOTE: LOT LINE BEARINGS BASED ELEV. 11.0' NGVD S 8T25'43" W 176.21' LEC ENVIRONMENTAL CONSULTANTS. INC. ON INVERSE BETWEEN BARNSTABLE c� \ AUGUST 14, 2001 ROAD BOUNDS ON FOREST STREET ROAD SIDELINE DEFINED AS _ \ INVERSE FROM BRB TO BRB \ �$ \ FLAGGING STATIONS MARSH - SM-4 SALT MARSH m FLAGGING STATIONS BVW-1 - BVW-6 tia /� \ BORDERING VEGETATED WETLAND F O R E S T S T R E E T \ t o F 0 R E S T S T R E E T \ � -, — 40' wig FIELD LOCATION 6Y BAXTER, NYE HOLMGREN, INC. C N g T It U C T ]E D \ 1 �N�BOOK 98 PAGZ d9 \ AUGUST 28. 2001 x O T q \ \ r � ft \ I \ \ N 8T25'43" E 176.37' \ SM-4 � 1 \ 4' HIGH STOCKA FENCE <>,#8 I �• J G'. ROAD SIDELINE DEFINED AS I7' ' , o INVERSE FROM BRB TO BRB \ \ 170.00 LDsc PED AREA I ZONING DISTRICT: RB U, GRAv & MULCH1 OVERLAY DISTRICT: AP GRAVEL / I \ I PROPOSES PROPOSED BUILDING SETBACK REQUIREMENTS ADDITION r PAVEMENT SALT MARSH BBW-1 1 p p' OR;c FRONT= 20' SIDE= 10' REAR= 10' GRAVErA f / B. V. W. I PAVE � Czj N/!' LOCUS IS COMPRISED OF: PROPOSED /` \ ! [ rwE Y o TRs. ASSESSOR'S MAP: 245 PLOT: 51 I I OVERHANG PARKING G a C DAVID HV 1 1 �' co KUS�R NOS TwST DEED REFERENCE: Deed Book 1271 Pages 261-262 M PLAN REFERENCE: Lots 560, 562 & 564 at Plan Book 34 Page 23 SM-3 � x ' C R E E o \i z `\ L J` y;� `� COMMUNITY PANEL NUMBER 250001 0008 D (revised: July 2, 1992) ' ` 1 H A L L S I BVW-2 w O Ln o -A _ GRAVEL i x F.I.R.M. WW ZONE B & Al (EL 11) / A PERENNIAL RIVER o'z w co c n LANDSCAPED �p O rn a x� o z �. AREA eD \ \ orn 00 o a� \\ o n 0 1 \ r, y LOCATION OF EXISTING SEPTIC SYSTEM FROM FIELD Ln ®J , �; ; I SURVEY AND INSTALLERS CARD FOR PERMIT #88-572 \ \ \ of LA \\ ° ZONE ATO 11 o z = o C u I T, �7 ALL UNDERGROUND UTILITIES ARE APPROXIMATE AND "' 11 1 1 I T a x SHOULD BE VERIFIED IN THE FIELD PRIOR TO ANY BVr_ I �o o�\ m\ ZONE B 7 CONSTRUCTION BY THE CONTRACTOR �; �O ��\ I PROPOSED z / p > GRAVEL \ p y\ I DEC p,DDITION o , \Q� SALT MARSH BVW-4 L �O O ��' c DE _ - \ p� �^' \ \ PK NAIL SET o I ^' � NGVD z NAIL SET m ti y o B. V. W. EL = 6.56' o 48.3' NGVD sue' - I J N/F GRAVEL ^' vi SA LANDSCAPED , _•�� AN" C. pUCHKOIT, TR. G �r' 1 BVW-5 � � V. S 8�25'43" W 157.0 S' HIGH HEDGE � 160 AVE � 0� REALTYWM 145 SEVENTH AVENUE / c,l ` I SM-2 , I � t H nni rt MA. EDGE OF HALL-'S CREEK DKX77Zm FROM TOWN CONIFEROUS TREES , '0 a Wes ya spO , OF BARNSTABLE G.I.S. NOT FIELD SURVEY BVW-6 ROW OF CON / r PREPARED FOR 90"A °�� AKR Associates Architects . '' 0 s SALT MARSH •o / / �� � I ,r rn 408 9 Martin H. Reiss, et ux. o ' B. V. W. / s o�- TITLE ` SM-, /' Vi; WETLANDS PERMIT PLAN • Prop. Additions i / LOTS 560, 562 & 564 / PLAN BOOK 34 PAGE 23 N / 2,217 S. F. N WETLAND LEGEND Baxter, Nye & Holmgren, Inc. 17,400 S. F. UPLAND -o-UTILITY POLE 0 �8 // O GAS VALVE Registered Professional Cu / 19,616 S. F. TOTAL - WATER VALVE N ticP /, En eers and Land Surveyors r (areas to computation line) Q SANITARY MANHOLE y o BARNSTABLE ROAD BOUND W/SEAL 812 Main Street,0sterville,MA 02655 A WETLAND FLAG Phone - (508)428-9131 Fax - (508) 428-3750 UD CU 0 0' 20' 40' 60' 3 �H OF SCALE:1"=20' DATE: 12/26/2001 7D sT N cy REV. DATE: REMARKS 0 0 ") CD N 0 o� p u ,� Q l ■ FOISTEP6 u DRAWING NUMBER 0 H:\2001 2001 -070 surve 2001070CC.dw 0 JOB # 2001 -070 0 0