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HomeMy WebLinkAbout0835 OLD POST ROAD �- --. ._, � � � �� � � I -� - `� 'I ►'� J �' �� '�� _� ��� . _ r� _ _ _Y,. _ ,l - v f �' r '�'� ,+'w`�`�i � ,'�y,,w.tGaa.r�-.eg`a1t. ;!`1^. ,g "' a + ,. +•+. -,i`f..W� a��.. zr s.�°;,.i . ., •��. ... � r^ -�, .N, r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- 4 d Map 7 - Parcel Q 0 6 -0 0 .-Application#a o C t> G1 Health Division Date Issued," Conservation Division �" ;, 'Application Fe 4 Tax Collector Permit Fee 4t - Treasurer - - Planning Dept. Date Definitive Plan Approved by Planning Board - .•` - - Historic-OKH Preservation/Hyannis Project Street Address � � D L� f�S� ��A•A Village C.©'N, Owner tests ,o 1� s ,v Address S Ate'► Telephone 6 ?7' q 3-5-- 3 - Permit Request 0 rJ L0 Square feet: 1 st floor:existing b proposed_ >�!nd floor:existing 26S�Z proposed Total n 6 a 1 sq r=r Zoning District Flood Plain Groundwater Over 3 p� �T Project Valuation 7 , ow Construction Type Lot Size;. F- Grandfathered: ❑Yes ;4No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Ix YQ s Historic House: ❑Yes 3lo On Old King's Highway: ❑Yes CAo Basement Type: VFull ❑Crawl N,Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 9406 Number of Baths: Full:existing new `� 1� Half:existing new ADar+�G Number of Bedrooms: : existing new _�sJvehcn 44 Total Room Count(not including baths):existing ! new q First Floor Room Count y Heat Type and Fuel: U Gas ❑Oil ❑Electric ❑Other Fo a.c,-c., !llo-r At 2 Central Air: bYes ❑No Fireplaces: Existing _New A�� ►�Existing wood/coal stove: VYes ❑No Detached garage:❑existing ❑new size Pool: existing ❑new size ib aZ Barn:❑existing ❑nevi size Attached garage:'Vexisting ❑new size 2(0)( Shed:❑existing ❑new size Other: s j N =; Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ y CD - , Commercial ❑Yes _Qko If yes, site plan review# L� Current Use 91, Proposed Use AJ-r-et- BUILDER INFORMATION y Name i Kay4 a.< p, 023 Telephone Number 7 7 q-9 3 8-0 y/C_ Address ,�/� 7)42r A aiZ V C;a ca License# 2 R 7� AS o z 6 R Home Improvement Contractor# /�17 66 Worker's Compensation# 6 S 6 6 UA-//Q11C g 9-a-6 6 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A t L_ CA A Q4 C,vC e. VIA MomfSTRS SIGNATURE��' _/® DATE '7 FOR OFFICIAL USE ONLY APPLICATION# DATE RUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION Ra f K 3 Y Rr -k- FRAME RIXILKO& R✓���� L3 INSULATION U3 Off 3 /swk , .- FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. �s The Commonwealth ofMassaehusetts Department of Industrial Aecidents Office of Investigations d 600 FKashington Street Boston,MA 02111 ' www.m ass.gov/dia Workers"Compensation Insurance.Affidavit .Builders/Contractors/Electricians/PIumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):. C54 M c— /K. 10,,.i-ro Address: City/State/Zip: f Y?A a->.b y 9 Phone-#: 938-0 q Are you an employer? Check the appropriate box: -Type of project(required):. 1v�_I am a employer with'--(!5)— 4. Ej I am a general contractor and T . employees(full and/orpart,time).* have hired the shb-contractors 6. ❑New construction . 2. I am a'sole proprietor or partner- listed on the-attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. E]Demolition working for me in any capacity. employees and have workers' [No workers comp.insurance co insurance,$' 9• Bmlding addition required.] 5. F1 We are a corporation and its 10)4 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.�Plumbing repairs or additions l£ o workers'co right of exemption per MGL mYse � n?P. 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' .•13.❑ Other comp. insurance required.] 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tCdntractoTs that check this box must attached an additional sheet sbowing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must providt;their workers'comp.poiicynumbcr. I am an employer that is providing workers'compensation insurance for my employees Below islhe policy and job site information. Insurance Company Name: //h /)9_TFdtQ7zb Policy#or Self-ins.Lic.#: h s u °- a—0 Expiration Date: Job Site Address:_T a/ � hdST �A,o City/State/Zip�®�/�r{ y7A Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date),• Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pa sand penalties of perjury that the information provided above is true and correct: Signature: a.0 Date: Phone#: '7 7y 03 OXIS` Official use only. Do not write in this area,'tb be completed by city ar town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.PIumbing Inspector 6. Other + Contact Person: Phone#: Town-of Barnstable Regulatory Services Thomas F.Geiler,Director MASS pr 163 i�,�� Building Di`4 isi0II fD MA b Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the`Sreconstmction, 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 Wor Estimated Cost /0 d O d O • k: ���; i, o� . ,Address of Work: !k3.f 0 iO dw,, r owner's Name: T)4r►As Zvi_&IV Date of Application /'/4 Vol I hereby certify that: Registration is not required for the following reas on(s): RWork excluded by law FlJob Under$1,000 []Building not owner-occupied DOwnerpulling own permit Notice is hereby given that: OWNERS PULLING THM OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVENYIENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.1 2A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner. �r fQ-U7 J�cS(j�•ftT /-N !'/ /q7�6/ Date Contractor Name Registration No. OR D ate Owner's Name • Tsnte.tS3.xn(snnmsaedj . . p yeriptiye Paakagri for due an8?xa-F'smi�•Ruldent[slBallding��nte8 tt�I' *tt' Fels . hfAXfhNM 1�I1M . •HeatiaglCooling Will Floor F3urmast Slab ,. ', Qlas�sg Gfazivg Calling W eir� ent JrlSdeac� . _ uci 'f lall ,�'esira arr ' •ysitu $Yd Pac'�3a Val to65DOHrAagIkgmD� e d Normal ' ]2%. 0.40 38 I3 19 10 Norma! R i2Ya 0.92 30 ]9 .19 10. b I2% 0.50 38 13 I9 10 5 tS IkFUE S N!A. Normal- �• I5% 036 38 13 25 -NIA IS'f. 0,46 31 18 ]9 10 U AFUE� , . Y 13% 0.44 38 13 21 NIA 1 1l5 5 AF M jy 15% 0.32 30 19 19 10 11'r, 0,32 UE 31 •13 21 N/A NIA Normal x Nv� . y 13%. C•47 39 19 21 NIA NIA' Z 13% 0.4i 31. 13 19 lG S 90 AFVE k; 10% 0--90 30 19 19 TO 6 SJ AFiTE I, ADDRESS OF PROPE$TY. S `r' ��'� 2, SQUARE FOOTAGE OF ALL.EXTERIOR WALLS: 3 �o 3, SQUARE FOOTAGE OF ALL GLAZING: 4, A/o GLAZING AREA 03 DIVIDED BY•02): SELECT PACKAGE(Q AA-see chart a6 OTEc OT'HERMORE IN-VOLYE�METHODS OF DETI INTl�1G RG'Y REQUIREMEI�I'I'S ARE AVAILABLE, A K.US POP,TMS INFORMATION, , 13MDING'INSPECTOR APPROVAL, • YES:. NOc �' v cote of r Town of Barnstable. Regulatory Services wvi.E,$ Thomas F.Geiler,Director `b°rE �a1� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 5 08-862-403 8 Fax: 508-790-62.3 0 Property Owner Must Complete and Sign. This Section If Using A Builder as Owner of the subject property hereby authorize as.aT /M P„"70 to act on my behalf, in all matters relative to work authorized bythis Building permit application for; , _g3� OLA sj (Address of fob) S ignature of Owner Date Print Name QFOP MOwNERPERMLSSION II Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 ' Bv:Joe,ATA on: 09-11-2007: 09:14:48 AM Project: DEVESTO MAIN HSE(0644)-Location: (1) 13.5'HDR. @ THIRD FLOOR(W/POINT LOAD) Summary: (3) 1.75 IN x 11.875 IN x 13.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv:23.4% Controlling Factor: Moment of Inertia/Depth Required 11.07 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: _ DLD-Center= 0.18 IN Live Load: LLD-Center 0.26 IN=U620 Total Load: TLD-Center= 0.44 IN U370 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3166 LB Dead Load: DL-Rxn-A= 2143 LB Total Load: TL-Rxn-A= 5310 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 1.35 IN ' Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2583 LB Dead Load: DL-Rxn-B= 1767 ' LB Total Load: TL-Rxn-B= 4350 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.10 IN Beam Data: Center Span Length: L2= 13.5 FT. Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 13.5 FT Live Load Duration Factor: Cd 1.00 Live Load Deflect. Criteria L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 280 PLF Dead Load: wD-2= 176 PLF Beam Self Weight: BSW= 19 PLF Total Load: wT-2= 475 PLF Point Load 1 Live Load: PL1-2= 1969 LB Dead Load: PD1-2=k 1271 LB Location (From left end of span): X1-2= 4.75 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 FV: Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 19832 FT-LB 4.86 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 4860 LB At a distance d from left 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= 91.40 IN3 S= 123.39 IN3 Area(Shear): Areq= 25.58 IN2 Moment of Inertia(Deflection): A= 62.34 IN2 Ireq= 593.60 IN4 1= 732.62 IN4 Combination Roof and Floor Beamf 99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By:Joe ,ATA on:09-11-2007: 09:14:16 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (2)6.5' HDR. @ DOOR TO REAR THIRD FLR. ROOF DECK Summary: (3) 1.5 IN x 7.25 IN x 6.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:42.1% Controllinq Factor:Area/Depth Required 5.3 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN=U1388 Total Load: TLD= 0.09 IN=U840 Reactions(Each End): Live Load: LL-Rxn= 910 LB Dead Load: DL-Rxn= 593 LB Total Load: TL-Rxn= 1503 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.79 IN Beam Data: Span: L= 6.5. FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 8.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loadinq: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 4.0 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 240, PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 136 PLF Floor Uniform Live Load: wL-floor= 40 PLF Floor Uniform Dead Load: wD-floor= 40 PLF Beam Self Weiqht: BSW= 6 PLF Combined Uniform Live Load: wL= 280 PLF Combined Uniform Dead Load: wD= 182 PLF Combined Uniform Total Load: wT= 462 PLF Controllinq Total Desiqn Load: wT-cont= 462 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1389 PSI Adjustment Factors: Cd=1.15 CF=1.20 Cr=1.15 Fv': Fv'= 81 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M= 2442 FT-LB 3.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1232 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 21.10 IN3 S= 39.42 . IN3 Area(Shear): Areq 22.96 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 51.01 IN4 1= 142.90 IN4 �i Combination Roof and Floor Beam(99 BOCA National Building Code(97 NDS)]Ver:7.01.12 By:Joe,ATA on:09-11-2007 : 09:14:18 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (3)9.5'HDR. @ DOOR TO SIDE THIRD FLR. ROOF DECK Summary: (3) 1.75 IN x 7.25 IN x 9.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:40.3% Controlling Factor: Moment of Inertia/Depth Required 6.48 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.11 IN Live Load: LLD 0.16 IN=U704 Total Load: TLD= 0.27 IN=U421 Reactions(Each End): Live Load: LL-Rxn= 1330 LB Dead Load: DL-Rxn= 895 LB Total Load: TL-Rxn= 2225 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.57 IN Beam Data: Span: L 9.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 8.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1 10.0 PSF Floor Tributary Width-Side One: FTW1= 4.0 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL=. 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 240 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 136 PLF Floor Uniform Live Load: wL-floor= 40 PLF Floor Uniform Dead Load: wD-floor= 40 PLF Beam Self Weight: BSW= 12 PLF Combined Uniform Live Load: wL= 280 PLF Combined Uniform Dead Load: wD= 188 PLF Combined Uniform Total Load: wT= 468 PLF• Controlling Total Design Load:. wT-cont= 468 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: . E_ 1900000 PSI Stress Perpendicular to Grain: Fc,_perp=- 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3202, PSI Adjustment Factors:Cd=1.15 CF=1.07 Fv': «• Fv'= 328 PSI Adjustment Factors:Cd=1.15 r Design Requirements: Controlling Moment: M= 5284 FT-LB 4.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1958 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq 19.80 IN3 S= 45.99 IN3 Area(Shear): Areq 8.96 IN2 A= 38.06 IN2 Moment of Inertia (Deflection): Ireq= 118.87 IN4 1= 166.72 IN4 Roof Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.12 ' By:Joe ,ATA on: 09-11-2007 : 09:14:14 AM Project: DEVESTO MAIN HSE(0644)-Location: (4) 10.5'STR. RIDGE Summary: 1.75 IN x 14.0 IN x 10.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:64.0% Controlling Factor: Section Modulus/Depth Required 11.32 In Deflections: Dead Load: DLD= 0.09 IN Live Load: LLD= 0.13 IN= U934 Total Load: TLD= 0.22 IN= U568 Reactions(Each End): Live Load: LL-Rxn= 1969 LB Dead Load: DL-Rxn= 1271 LB Total Load: TL-Rxn= 3239 LB Bearing Length Required (Beam only, support capacity not checked): - BL= 2.47 IN Beam Data: Span: L= 10.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 9. : 12 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 10.0 FT Roof Live Load-Side Two: LL2= 30.0 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= 8 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Length: Ladi= 10.5 FT Beam Uniform Live Load: wL= 375 PLF Beam Uniform Dead,Load: wD_adj= 242 PLF Total Uniform Load: wT= 617 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2928 PSI Adjustment Factors: Cd=1.15 CF=0.98 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 8503 FT-LB 5.25 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2527 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 34.85 IN3 S= 57.17 IN3 Area(Shear): Areq= 11.56 IN2 A= 24.50 IN2 Moment of Inertia(Deflection): Ireq= 211.43 IN4 1= 400.17 IN4 i Combination Roof and Floor Beamf 99 BOCA National Building Code(97 NDS)]Vera 7.01.12 ' Bv:Joe ,ATA on: 09-11-2007:09:14:21 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (5)9' PORCH HEADER Summary: (3) 1.5 IN x 7.25 IN x 9.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:27.1% Controlling Factor:Area/Depth Required 6.48 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: , Dead Load: DLD= 0.10 IN Live Load: LLD= 0.15 IN =U697 Total Load: TLD= 0.26 'IN =U421. Reactions(Each End): Live Load: LL-Rxn= 945 LB Dead Load: DL-Rxn= 621 LB Total Load: TL-Rxn= 1566 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.82 IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu=, 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= .4.5 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 1.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 4.5 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF ' Floor Tributary Width-Side Two: FTW2= 0.0' FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 165 PLF Roof Uniform Dead Load(Adjusted for roof pitch): . wD-roof= 87 PLF Floor Uniform Live Load: wL-floor- 45 PLF Floor Uniform Dead Load: wD-floor 45 PLF Beam Self Weight: BSW= •6 PLF Combined Uniform Live Load: wL= 210- PLF ' Combined Uniform Dead Load: wD= 138 PLF Combined Uniform Total Load: wT= 348 PLF Controlling Total Design Load:• wT-cont= 348 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: f Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1389 PSI Adjustment Factors:Cd=1.15 CF=1.20 Cr-1.15 Fv': -Fv'= 81 PSI Adiustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= .13523 FT-LB 4.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= :1378 LB' At a distance d from support: Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 30.44 IN3 S= 39.42` _IN3 Area(Shear): ' Areq= 25.67 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 101.89 IN4 1= 142.90 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)].Ver: 7.01.12 Bv:Joe,ATA on:09-11-2007 :09:15:28 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (6) 15.5'BM. @ 3RD FLR EDGE WALL-REAR Summary: (3) 1.75 IN x 18.0 IN x 15.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:33.0% Controllinq Factor: Moment of Inertia/Depth Required 16.37 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD-Center- 0.25 IN = U745 Total Load: TLD-Center= 0.39 IN =U479 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 6871 LB Dead Load: DL-Rxn-A= 3827 LB Total Load: TL-Rxn-A= 10697 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 2.72 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= '6871 LB Dead Load: DL-Rxn-B= 3827 LB Total Load: TL-Rxn-B= 10697 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 2.72 IN _ Beam Data: M Center Span Length: L2= 15.5 . FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= _15.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2= 693 PLF Dead Load: wD-2= -361 PLF Beam Self Weight: BSW= 30 PLF Total Load: wT-2= 1084 PLF Point Load 1 Live Load: PL1-2= 1500 LB Dead Load: PD1-2= 800 LB Location(From left end of span): X1-2 , 4.5 FT Point Load 2 Live Load: PL2-2= 1500 LB Dead Load: PD2-2= 800 LB Location(From left end of span): X2-2= 11.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): , Fb'= 2460 PSI Adjustment Factors: Cd=1.00 CF=0.95 e: Fv': . Fv' 285' PSI Adiustment Factors: Cd=1.00 Design Requirements: , Controllinq Moment: M= 42890 FT-LB 7.75 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= 9186 LB ' At a distance d from 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= 209.18 IN3 S= 283.50 IN3 Area(Shear): Areq= 48.35 IN2 ...r A= 94.50 IN2 Moment of Inertia(Deflection): Ireq= 1918.84 IN4 1 2551.50 IN4 ' Multi-Loaded Beam[AISC 9th Ed ASD Ver. 7.01.12 By:Joe ,ATA on:09-11-2007 :09:15:33 AM Protect: DEVESTO MAIN HSE(0644)-Location: (7)15.5' BM. @ 3RD FLR EDGE WALL-FRONT Summary: A992-50 W8x28 x 15.5 FT Section Adequate By:25.5% Controlling Factor:Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.17 IN Live Load: LLD-Center= 0.24 IN= U783 Total Load: TLD-Center= 0.41 IN =U452 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4030 LB Dead Load: DL-Rxn-A= 2953 LB Total Load: TL-Rxn-A= 6983 LB Bearing Length Required(Beam only,support capacity not checked): - BL-A= 0.86 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 4030 LB Dead Load: DL-Rxn-6= 2953 LB Total Load: TL-Rxn-B= 6983 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.86 IN Beam Data: Center Span Length: L2= 15.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.5 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL-2= 520 PLF Dead Load: wD-2= 353 PLF Beam Self Weight: BSW= 28 PLF Total Load: wT-2= 901 PLF Properties for:W8x28/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.06 IN- Web Thickness: tw= 0.29 IN Flange Width: bf=. 6.54 IN Flange Thickness: tf= 0.47 IN Distance to Web Toe of Fillet: k= 0.86 IN Moment of Inertia About X-X Axis: Ix= 98.00 IN4 Section Modulus About X-X Axis: Sx= 24.30 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.79 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.03 Allowable Flange Buckling Ratio: AFBR 9.19 Web Buckling Ratio: WBR= 28.28 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length-, Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 5.86 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 25.02 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 27058 FT-LB 7.75 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 66825 FT-LB Controlling Shear: V= 6983 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 :Nominal Shear Strength: Vr= '45942 LB Moment of Inertia(Deflection): Ireq= 78.08 IN4 1= 98.00 IN4 c, Multi-Loaded Beam[AISC 9th'Ed ASD 1 Ver: 7.01.12' By:Joe,ATA on:09-11-2007: 09:15:38 AM Protect: DEVESTO MAIN HSE(0644)-Location: (8) 16'BM. @ 3RD FLR EDGE WALL-LEFT Summary: A992-50 W8x40 x 16.0 FT Section Adequate By: 15.2% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center- 0.21 IN Live Load: LLD-Center= 0.25 IN=U760 Total Load: TLD-Center- 0.46 IN =U415 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4574 LB Dead Load: DL-Rxn-A= 3843 LB Total Load: TL-Rxn-A= 8418 LB Bearinq Length Required (Beam only, support capacity not checked): BL-A= 0.95 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 4841 LB Dead Load: DL-Rxn-B= 4178 LB Total Load: TL-Rxn-B= 9018 LB Bearing Length Required (Beam only;support capacity not checked): BL-B= .0.95 IN Beam Data: Center Span Lenqth: L2= 16.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2=_ 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 40 PLF Total Load: wT-2= 40 PLF Point Load 1 Live Load: PL1-2= 4030 LB Dead Load: PD1-2= 2953 LB Location(From left end of span): X1-2= 5.0 FT Point Load 2 Live Load: PL2-2= 1890 LB Dead Load: PD2-2= 1296 LB Location (From left end of span): X2-2= 11.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 14 PLF Left Dead Load: TRD-Left-1-2= 14 PLF Riqht Live Load: TRL-Riqht-1-2= 14 PLF Riqht Dead Load: TRD-Right-1-2= 14 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 5.0 FT Load Lenqth: C-1-2= 5.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 300 PLF Left Dead Load: TRD-Left-2-2= 267 PLF Right Live Load: TRL-Riqht-2-2= 300 PLF Riqht Dead Load: TRD-Right-2-2= 267 PLF ' Load Start: A-2-2= 5.0 FT Load End: B-2-2= 16.0 FT Load Lenqth: C-2-2= 11.0 FT 3 Trapezoidal Load Left Live Load: TRL-Left-3-2= 25 PLF Left Dead Load: TRD-Left-3-2= 25 PLF Riqht Live Load: TRL-Riqht-3-2= 25 PLF Right Dead Load: TRD-Right-3-2= 25 PLF Load Start: A-3-2= 11.0 FT Load End: B-3-2= 16.0 , FT Load Lenqth: C-3-2= 5.0 FT Properties for:W8x40/A992-50 Yield Stress: Fy=. 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= '8.26 IN Web Thickness: tw= 0.36 IN Flanqe Width: bf= 8.07 IN Flanqe Thickness: tf= 0.56 IN Distance to Web Toe of Fillet: k= 0.95 IN Moment of Inertia About X-X Axis: Ix= 146.00 IN4 Section Modulus About X-X Axis: Sx= 35.50 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 2.23 IN Design Properties per AISC Steel Construction Manual: Flange Bucklinq Ratio: FBR= 7.21 Allowable Flange Buckling Ratio: AFBR= 9.19 1 II �O Page:21 Multi-Loaded Beam[AISC 9th Ed ASD Ver: 7.01.12 By:Joe,ATA on:09-11-2007 : 09:15:38 AM Project: DEVESTO MAIN HSE(0644)-Location: (8) 16'BM. @ 3RD FLR EDGE WALL-LEFT Web Buckling Ratio: WBR= 22.92 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 7.23 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 19.81 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 42223 FT-LB 6.88 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 97625 FT-LB Controlling Shear: V= 9018 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 59400 LB Moment of Inertia(Deflection):' Ireq= 126.70 IN4 1= 146.00 IN4 Multi-Loaded Beam[AISC 9th Ed ASD I Ver: 7.01.12 By:Joe ,ATA on: 09-11-2007:09:15:43 AM Protect: DEVESTO MAIN HSE(0644)-Location: (9) 16' BM. @ 3RD FLR EDGE WALL-RIGHT Summary: A992-50 W8x35 x 16.0 FT Section Adequate By: 16.1% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.21 IN Live Load: LLD-Center= 0.25 IN= U764 Total Load: TLD-Center 0.46 IN=U418 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 4294 LB Dead Load: DL-Rxn-A= 3569 LB Total Load: TL-Rxn-A= 7863 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.89 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 3986 LB Dead Load: DL-Rxn-B= 3424 LB Total Load: TL-Rxn-B= 7410 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.89 IN Beam Data: Center Span Length: L2= 16.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 16.0 FT Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: L1 360 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 0 PLF Beam Self Weight: BSW= 35 PLF Total Load: wT-2= 35 PLF Point Load 1 Live Load: PL1-2= 4030 LB Dead Load: PD1-2= 2953 LB Location (From left end of span): X1-2= 5.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 25 PLF Left Dead Load: TRD-Left71-2=. 25 PLF Right Live Load: TRL-Right-1-2= 25 PLF Right Dead Load: TRD-Right-1-2- 25 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 5.0 FT Load Length: C-1-2= 5.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 375 PLF Left Dead Load: TRD-Left-2-2= 305 PLF Right Live Load: TRL-Riqht-2-2= 375 PLF Right Dead Load: TRD-Right-2-2= 305 PLF Load Start: A-2-2= 5.0 FT Load End: B-2-2= 16.0 FT Load Length: C-2-2= 11.0 FT Properties for:W8x35/A992-50 Yield Stress: Fy= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 812 IN Web Thickness: tw= 0.31 IN Flange Width: bf= 8.02 IN Flange Thickness: tf= 0.50 IN Distance to Web Toe of Fillet: k= 0.89 IN Moment of Inertia About X-X Axis: Ix= 127.00 IN4 Section Modulus About X-X Axis: Sx= 31.20 IN3 b Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.21 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.10 Allowable Flange Buckling Ratio: AFBR= 9.19 , Web Buckling Ratio: WBR= 26.19 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT. Limiting Unbraced Length for Fb=.66*Fy: Lc= 7.18 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 23.0 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 38396 FT-LB 5.6 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Page:23 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.12 By:Joe,ATA on: 09-11-2007 : 09:15:43 AM Project: DEVESTO MAIN HSE(0644)-Location: (9) 16'BM. @ 3RD FLR EDGE WALL-RIGHT Nominal Moment Strength: Mr= 85800 FT-LB Controllinq Shear: V= 7863 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 50344 LB Moment of Inertia(Deflection): Ireq= 109.42 IN4 1= 127.00 . IN4 x ` y , Multi-Loaded Beamf AISC 9th Ed ASD 1 Ver:7.01.12 Bv:Joe,ATA on:09-11-2007:09:14:53 AM Project: DEVESTO MAIN HSE(0644)-Location: (10) 10.5'BM @ 3RD FLR/EDGE SPIRAL STAIR Summary: A992-50 W8x21 x 10.5 FT Section Adequate By: 18.2% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD-Center= 0.18 IN=U693 Total Load: TLD-Center= 0.321 IN=U393 Center Span Left End Reactions(Support A): Live Load: 1, LL-Rxn-A= 5086 LB Dead Load: DL-Rxn-A= 3883 LB Total Load: TL-Rxn-A= 8970 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.70 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 5589 LB Dead Load: DL-Rxn-B= 3862 LB Total Load: t TL-Rxn-B= 9451 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.70 IN Beam Data: Center Span Length: L2= 10.5 FT Center Span Unbraced Length-Top of.Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.5 FT . Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= e 0 PLF Beam Self Weight: BSW= 21 PLF Total Load: wT-2= 21 PLF Point Load 1 Live Load: PL1-2= 7600 LB Dead Load: PD1-2= 6500 LB Location (From left end of span): X1-2= 5.0 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 120 PLF Left Dead Load: TRD-Left-1-2= 40 PLF Right Live Load: TRL-Riqht-1-2= 120 PLF Right Dead Load: TRD-Right-1-2= 40 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2 5.0 FT Load Length: C-1-2= 5.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 450 PLF Left Dead Load: TRD-Left-2-2= 150 PLF Right Live Load: TRL-Riqht-2-2= 450 PLF Right Dead Load: TRD-Right-2-2= 150 PLF Load Start: A-2-2= 5.0 FT Load End: B-2-2= 10.5 FT Load Length: C-2-2= 5.5 FT Properties for:W8x21/A992-50 Yield Stress: Fv 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.28 IN Web Thickness: tw= 0.25 1N Flange Width: bf= 5.27 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.70 IN Moment of Inertia About X-X Axis: . lx= 75.30 IN4 „ Section Modulus About X-X Axis: Sx= 18.20 IN3 ` Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.42 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 6.59 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 33.12 Allowable Web Bucklinq'Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.72 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 29.92 Limitinq Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment:. M= 42344 FT-LB 5.04 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Page:4 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.12 Bv:Joe,ATA on:09-11-2007:09:14:53 AM Project: DEVESTO MAIN HSE (0644)-Location: (10) 10.5' BM @ 3RD FLR/EDGE SPIRAL STAIR Nominal Moment Strength: Mr= 50050 FT-LB Controlling Shear: V= 9451 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 41400 LB Moment of Inertia(Deflection): Ireq= 57.45 IN4 1= 75.30 IN4 Multi-Loaded Beam[AISC 9th Ed ASD l Ver: 7.01.12 Bv:Joe,ATA on:09-11-2007 : 09:14:58 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (11) 12'BM @ EDGE ROOF DECK-SIDE Summary: A992-50 W8x10 x 12.0 FT Section Adequate By:58.7% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center- 0.08 IN Live Load: LLD-Center= 0.22 IN = U661 Total Load: TLD-Center= 0.30 IN=U476 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2502 LB Dead Load: DL-Rxn-A= 972 LB Total Load: TL-Rxn-A= 3474 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.51 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 2502 LB Dead Load: DL-Rxn-B= 972 LB Total Load: TL-Rxn-B= 3474 LB Bearing Length Required(Beam only, support capacity not checked)- BL-B= 0.51 IN Beam Data: Center Span Lenqth: L2= 12.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 12.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 417 PLF Dead Load: wD-2= 152 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 579 PLF Properties for:W8x10/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 7.89 IN Web Thickness: tw= 0.17 IN Flanqe Width: , bf= 3.94 IN Flanqe Thickness: if= 0.21 IN Distance to Web Toe of Fillet: k= 0.51 IN Moment of Inertia About X-X Axis: Ix= 30.80 IN4 Section Modulus About X-X Axis: Sx= 7.81 IN3 Radius of Gyration of Compression Flanqe+ 1/3 of Web: rt= 1.01 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 9.61 Allowable Flanqe Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: WBR= 46.41 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: Lb= 0.0 FT Limitinq Unbraced Lenqth for Fb=.66*Fy: Lc= 3.41 FT Allowable Bendinq Stress: Fb= 32.7 KSI Web Heiqht to Thickness Ratio: h/tw= 44.0 Limitinq Web Heiqht to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controllinq Moment: M= 10422 FT-LB 6.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on.span(s)2 Nominal Moment Strength: Mr= 21285 FT-LB`• Controllinq Shear: V= 3474 LB At riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 26826 LB Moment of Inertia(Deflection): Ireq= 19.40 IN4 1= 30.80 IN4 Multi-Loaded Beam[AISC 9th Ed ASD,I Ver; 7.01.12 Bv:Joe,ATA on: 09-11-2007 : 09:15:08 AM Protect: DEVESTO MAIN HSE(0644)-Location: (12) 14.75' BM @ EDGE ROOF DECK(FR/REAR) Summary: A992-50 W8x18 x 14.75 FT Section Adequate By:44.8% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.14 IN Live Load: LLD-Center= 0.20 IN=U902 Total Load: TLD-Center= 0.34 IN=U521 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1669 LB Dead Load: DL-Rxn-A= 1486 LB Total Load: TL-Rxn-A= 3155 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.63 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2898 LB Dead Load: DL-Rxn-B= 1964 LB Total Load: TL-Rxn-B= 4862 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.63 IN Beam Data: Center Span Length: L2= 14.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.75 FT Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: U 360 Center Span Loading: Uniform Load: Live Load: wL-2= 140 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 18 PLF Total Load: wT-2= 308 PLF Point Load 1 Live Load: PL1-2= 2502 LB Dead Load: PD1-2= 972 ' LB Location(From left end of span): X1-2= 11.0 FT Properties for:W8x18/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.63 IN Moment of Inertia About X-X Axis: Ix= 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web:. rt= 1.40 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR=, 7.95 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 35.39 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 4.7 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 32.52 Limitinq Web Height to Thickness Ratio for,Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 16156 FT-LB 10.178 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr- 41800 FT-LB Controlling Shear: V= 4862 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 37444 LB Moment of Inertia(Deflection): Ireq= 42.76, IN4. I= 61.90 IN4 Multi-Loaded Beamf AISC 9th Ed ASD Ver: 7.01.12 Bv:Joe ,ATA on:09-11-2007: 09:15:14 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (13) 19.75' BM @ 3RD FLR EDGE WALL(MBED) Summary: A992-50 W8x48 x 19.75 FT Section Adequate By:49.4% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.23 IN Live Load: LLD-Center= 0.30 IN =U801 Total Load: TLD-Center= 0.53 IN =U448 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2805 LB Dead Load: DL-Rxn-A= 2343 LB Total Load: TL-Rxn-A= 5148 LB Bearing Length Required(Beam only, support capacity not checked): BL-A=. 1.08 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 9924 :LB Dead Load: DL-Rxn-B= 6648 LB Total Load: TL-Rxn-B= 16572 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.08 IN Beam Data: Center Span Length: L2= 19.75 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 19.75 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 40 PLF Dead Load: wD-2= 14 PLF- Beam Self Weight: BSW= 48 PLF Total Load: wT-2= 102 PLF Point Load 1 Live Load: PL1-2= 1890 .LB Dead Load: PD1-2= 1296 LB Location(From left end of span): X1-2= 8.5 FT Point Load 2 Live Load: PL2-2= 6871, _ LB Dead Load: PD2-2= 3908 LB Location(From left end of span): X2-2= 18.75 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 310 PLF Left Dead Load: TRD-Left-1-2= 250 PLF Right Live Load: TRL-Riqht-1-2= 310 PLF Right Dead Load: TRD-Right-1-2= 250 PLF Load Start: A-1-2= 8.5 FT Load End: B-1-2= 18.75 FT Load Length: C-1-2= 10.25 FT Properties for:W8x48/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000, KSI Depth: d= 8.50 IN _ Web Thickness: tw= 0.40, IN Flange Width: bf= 8.11 IN Flange Thickness: tf 0.69 IN Distance to Web Toe of Fillet: k= 1.08 IN , Moment of Inertia About X-X Axis: lx= 184.00 IN4 Section Modulus About X-X Axis: Sx= 43.20 IN3 Radius of Gyration of Compression Flange+1/3 of Web: rt= 2.25 IN Design Properties per AISC Steel Construction Manual: - Flange Buckling Ratio: FBR= 5.92 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 21.25 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66'Fy: Lc= - 7.26 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 17.83 Limitinq Web Height to Thickness Ratio for F.v=.4'Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design.Requirements Comparison: Controlling Moment: M= 40976 FT-LB 10.073 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 118800 FT-LB Controlling Shear: V= 16572 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Page: 11 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 7.01.12 By:Joe,ATA on:09-11-2007 :09:15:14 AM Project: DEVESTO MAIN HSE(0644)-Location: (13) 19.75'BM @ 3RD FLR EDGE WALL(MBED) Nominal Shear Strenqth: Vr= 68000 LB Moment of Inertia(Deflection): Ireq= 123.19 IN4 1= 184.00 IN4 • Multi-Loaded Beam[AISC 9th Ed ASD Ver: 7.01.12 Bv:Joe,ATA on:09-11-2007 :09:15:19 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (14) 19.75' BM @ EDGE WALL-RT./MBED Summary: A992-50 W8x58 x 19.75 FT Section Adequate By: 13.2% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.28 IN Live Load: LLD-Center= 0.42 IN=U562 Total Load: TLD-Center= 0.70 IN=U340 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 7099 LB Dead Load: DL-Rxn-A= 5062 LB Total Load: TL-Rxn-A= 12162 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 1.20 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 13275 LB Dead Load: DL-Rxn-B= 8575 LB Total Load: TL-Rxn-B= 21849 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.20 IN Beam Data: Center Span Length: L2= - 19.75 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 . FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 19.75 FT„ , Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: - Live Load: wL-2= 310 PLF Dead Load: wD-2= 250 , PLF Beam Self Weight: BSW= 58 PLF Total Load: wT-2= 618 PLF Point Load 1 Live Load: PL1-2= 1669° LB Dead Load: PD1-2= 1486 LB Location(From left end of span): X1-2= 3.75 - FT Point Load 2 Live Load: PL2-2= 1669 LB , Dead Load: PD2-2= 1486 LB Location(From left end of span): X2-2= 16.0 FT Point Load 3 Live Load: PL3-2= ,..6871 LB Dead Load: PD3-2= 3908- LB Location (From left end of span): X3-2= 18.75 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 330 PLF - Left Dead Load: TRD-Left-1-2= 55 PLF Right Live Load: TRL-Riqht-1-2= 330 PLF Right Dead Load: TRD-Right-1-2= 55 PLF Load Start: A-1-2= 3.75 FT Load End: B-1-2= 16.0 FT Load Length: C-1-2= 12.25 FT Properties for:W8x58/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.75 IN Web Thickness: tw= 0.51.• IN Flange Width: bf= 8.22 IN Flange Thickness: tf= 0.81 IN Distance to Web Toe of Fillet:. _ k= 1.20 IN Moment of Inertia About X-X Axis: Ix= 228.00 IN4 Section Modulus About X-X Axis: Sx= 52.00 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.27 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 5.07 .^ Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 17.16 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT' Limitinq Unbraced Length for Fb=.66*Fy: Lc= 7.36 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 13.98 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 63565 FT-LB 10.468 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 a Page: 13 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 7.01.12 By:Joe ,ATA on:09-11-2007: 09:15:19 AM Project: DEVESTO MAIN HSE(0644)-Location: (14) 19.75'BM @ EDGE WALL- RT./MBED Nominal Moment Strength: Mr= 143000 FT-LB Controlling Shear: .V= 21849 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr- 89250 " LB Moment of Inertia(Deflection): Ireq= 201.34 IN4 1= 228.00 IN4 y Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By:Joe,ATA on:09-11-2007 : 09:15:21 AM Protect: DEVESTO MAIN HSE(0644)-Location: (15)3.75'WINDOW HDR. FRONT/2ND FLOOR Summary: (3) 1.75 IN x 7.25 IN x 3.75 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv:24.2% Controllinq Factor:Area/Depth Required 5.96 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.02, IN Live Load: LLD-Center 0.03 IN=U1793 Total Load: TLD-Center= 0.05 IN=U984 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3254 ' LB Dead Load: DL-Rxn-A= 2674 LB Total Load: TL-Rxn-A= 5928 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 1.51 IN Center Span Riqht End Reactions(Support B): " Live Load: LL-Rxn-B= 1721 LB Dead Load: DL-Rxn-B= 1407 LB Total Load: TL-Rxn-B= 3128 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.79 IN Beam Data: Center Span Lenqth: L2= 3.75 FT Center Span Unbraced Lenqth-Top of Beam; Lu2-Top= 0.0 'FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 3.75 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 100 PLF Dead Load: wD-2= 63 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 175 PLF Point Load 1 Live Load: PL1-2= 4600 LB Dead Load: PD1-2= 3800 LB Location(From left end of span): X1-2= 1.25 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 . PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 `PSI Adjustment Factors: Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 7206 FT-LB 1.275 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loadsand live loads on span(s)2 Controllinq Shear: V= 5823 LB At a distance d from left 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= 31.05 IN3 S= 45.99 IN3 Area(Shear): Areq= 30.65 IN2 A= 38.06 IN2 Moment of Inertia(Deflection): Ireq= 50.83, IN4 1= 166.72 IN4 Multi-Loaded Beam[99B OCA National B it 'm Code 97 NDS Ver: 7.01.12 , Bv:Joe,ATA on: 09-11-2007 : 09:15:23 AM Protect: DEVESTO MAIN HSE(0644)-Location: (16)5'BM. @ FRONT EDGE OF TOWER Summary: 1.75 IN x 11.875 IN x 5.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:248.2% Controlling Factor:Area/Depth Required 6.01 In Center Span Deflections: Dead Load: DLD-Center= 0.01 IN Live Load: LLD-Center- 0.01 IN=U4659 Total Load: TLD-Center= 0.02 IN=U2707 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1063 LB Dead Load: DL-Rxn-A= 766 LB Total Load: TL-Rxn-A= 1829 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= . 1.39 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1063 LB Dead Load: DL-Rxn-B= 766 LB Total Load: TL-Rxn-B= 1829 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.39, IN Beam Data: Center Span Lenqth: L2= 5.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 5.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect.Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 425 PLF Dead Load: wD-2= 300 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 731 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI' Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'=. 2604 PSI Adjustment Factors: Cd=1.00 CF=1.00 Fv': Fv'= 285 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 2286 FT-LB 2.5 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= 1134 LB At a distance d from left 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= 10.54 IN3 S= 41.13 IN3, Area(Shear): Areq= 5.97 IN2 Moment of Inertia(Deflection): Ireq= 27.07 1N4 1= 244.21 IN4 i E Multi-Loaded Beam(99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 By:Joe,ATA on: 09-11-2007 :09:15:24 AM Project: DEVESTO MAIN HSE(0644)-Location: (17)4'BM. @ CO DINING/GREAT ROOM Summary: (3) 1.75 IN x 7.25 IN x 4.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:74.3% Controllinq Factor: Section Modulus/Depth Required 5.49 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.01 IN Live Load: LLD-Center= 0.03 IN=U1390 Total Load: TLD-Center= 0.05 IN=U1023 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2750 LB Dead Load: DL-Rxn-A= 974 LB Total Load: TL-Rxn-A= 3724 LB Bearinq Lenqth Required (Beam only,support capacity not checked): BL-A= 0.95 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 2750 LB Dead Load: DL-Rxn-B= 974 LB Total Load: TL-Rxn-B= 3724 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.95 IN Beam Data: Center Span Lenqth: L2= 4.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.0 FT=. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 500 PLF Dead Load: wD-2= 150 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 662 PLF Point Load 1 Live Load: PL1-2= 3500 LB Dead Load: PD1-2= 1300 LB Location(From left end of span): X1-2= 2.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc,_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2785 PSI Adjustment Factors: Cd=1.00 CF=1.07 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 6124 FT-LB 2.0 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= 3327 LB At a distance d from 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): a Sreq= 26.39 IN3 S= 45.99 IN3 Area(Shear): Areq= 17.51 'IN2 A= 38.06 IN2 Moment of Inertia(Deflection): Ireq= 48.91 IN4 166.72 IN4 Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7,01.12 Bv:Joe ,ATA on:09-11-2007 :09:15:26 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (18)6'HDR. @ FRONT DOOR Summary: (3) 1.75 IN x 9.25 IN x 6.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:42.0% Controllinq Factor: Section Modulus/Depth Required 7.76 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.06 IN =U1119 Total Load: TLD-Center- 0.10 IN =U726 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3155 LB Dead Load: DL-Rxn-A= 1785 LB Total Load: TL-Rxn-A= . 4940 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 1.25 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 3155 LB Dead Load: DL-Rxn-B= 1785 LB Total Load: TL-Rxn-B= 4940 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.25 IN Beam Data: Center Span Lenqth: L2= 6.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 6.0 FT' Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 385 PLF Dead Load: wD-2= 263 PLF Beam Self Weight: BSW= 15 PLF Total Load: wT-2= 663 PLF Point Load 1 Live Load: PL1-2= 4000 LB Dead Load: PD1-2= 1900 LB Location(From left end of span): X1-2 3.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticitv: E= 1900000 PSI Stress Perpendicular.to Grain: Fc-Perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2694 PSI Adjustment Factors:Cd=1.00 CF=1.04 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 11834 FT-LB 3.0 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= 4462 LB At a distance d from left 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= 52.72 IN3 S= 74.87 IN3 Area(Shear): Areq= 23.48 IN2 A= 48.56 IN2 Moment of Inertia(Deflection): Ireq= 143.00 1N4 1= 346.26 IN4 , r Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver. 7.01.12 By:Joe ,ATA on:09-11-2007 : 09:13:35 AM Proiect: DEVESTO MAIN HSE(0644)-Location: (19) 10' BM @ EDGE OF REAR DECK Summary: (3) 1.5 IN x 11.25 IN x 10.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 7.9% Controllinq Factor:Area/Depth Required 10.43 In *Laminations are to be fully connected to provide uniform transfer of loads to all members , Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.14 IN=U886 Total Load: ''' TLD= 0.16 IN=L1746 Reactions(Each End): Live Load: LL-Rxn= 2250 LB Dead Load: DL-Rxn= 421 LB Total Load: TL-Rxn= 2671 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.40 IN Beam Data: Span: L= 10.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 300 Floor Loadinq: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 7.5 FT Floor Live Load-Side Two: LL2= 10.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 450 PLF Beam Self Weiqht: SSW= 9 PLF Beam Total Dead Load: - wD= 84 PLF Total Maximum Load: wT= 534 PLF Properties For:#2-Spruce-Pine-Fir Bendinq Stress: Fb= 875 PSI Shear Stress: Fv= 70' PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1006 PSI Adjustment Factors: Cd=1.00 CF=1.00 Cr=1.15 Fv': Fv'= 70 PSI Adiustment Factors:Cd=1.00 Design Requirements: Controllinq Moment: M= 6678 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 2190 LB At a distance d from support; Critical shear created by combining all dead and live loads.- Comparisons With Required Sections: Section Modulus(Moment): Sreq= 79.64 IN3 S= 94.92 IN3 Area(Shear): Areq= 46.93 IN2 A= 50.63 IN2 Moment of Inertia(Deflection): Ireq= 216.93 IN4 I= 533.94 IN4 fit.. Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver 7.01.12 Bv:Joe,ATA on: 09-11-2007 :09:25:49 AM Project: DEVESTO MAIN HSE (0644)-Location: (20)T BM. @ EDGE OF GRT ROOM BUILT IN Summary: (3) 1.75 IN x 7.25 IN x 7.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv:46.9% Controlling Factor: Moment of Inertia/Depth Required 6.38 In *Laminations are to be fully connected to provide uniform transfer of loads to all members w Deflections: Dead Load: DLD 0.06 IN Live Load: LLD 0.13 IN =U624 Total Load: TLD= 0.19 IN =U441 Reactions(Each End): Live Load: LL-Rxn= 2765 LB Dead Load: DL-Rxn= 1149 LB Total Load: TL-Rxn= 3914 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.99 IN Beam Data: Span: L= .7.0 FT Maximum Unbraced Span: Lu= . 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1 15.0 PSF Roof Tributary Width-Side One: RTW1= 11.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1=<,, 10.0 PSF Floor Tributary Width-Side One: FTW1= 4.0 FT Floor Live Load-Side Two: FLL2= 60.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 7.0 FT Floor Duration Factor: Cd-floor= 1-.00 Wall Load: WALL= 0 'PLF Beam Loads: - Roof Uniform Live Load: wL-roof= 330 PLF Roof Uniform Dead Load(Adjusted for roof pitch): wD-roof= 206 PLF Floor Uniform Live Load: wL-floor= 460 PLF . Floor Uniform Dead Load: wD-floor- 110 PLF Beam Self Weight: BSW= 12 PLF Combined Uniform Live Load: wL= 790 PLF Combined Uniform Dead Load: wD= • 328 PLF Combined Uniform Total Load: wT= 1118 .PLF Controlling Total Design Load: wT-cont= 1118 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3202 PSI Adjustment Factors: Cd=1.15 CF=1.07 Fv': k Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 6849 . "FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3287, LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 25.66 IN3 S= " 45.99 IN3 ` Area(Shear): Areq= 15.05 IN2, . A= `' 38.06 ,IN2 Moment of Inertia(Deflection): Ireq= 113.53 IN4 1= 166.72 IN4 �F 4 JVDAC • o iFbAD ! 1 VVOAKERS'COMPENS_AT'ION AND EMPLOYERS LIA131LITY POLICY TYPE. AR INFORMATION FACE WC 00 00 01 ( A) POLICY NUMBER: (656c�U6-1.1.94C89-2--06) RENEWAL OF (6S60UB-1194C89-2-05) INSURER: HARTFORD UNDERWRITERS INSURANCE COMPANY 1. NCCI CO CODE: 80411 INSURED: PRODUCER: PITNTO, ROBERT M DBA DOLAN & MALONEY INS AGCY B & C OUTDOOR SPECIALTIES 141 TURNPIKE RD PO BOX 916 WESTBOURGH MA 01581--2803 MiASHPEE MA 02649 Insured Is AN INDIVIDUAL Other work places and Identification numbers are shown In the schedule(s) attached. 2. The policy period is from 19=25-06`tb'n:1_9 2�-0?`�12:01 A.M. at the Insured's mailing address. 3. A. 'WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation Law of the state(s) listed here: MA S. EMPLOYER'S LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in e� item 3.A. The limits of our liability under Part Two are: a Bodily Injury by Accident; $ 1000000 Each Accident Bodily Injury by Disease: $ 1000000 Policy Limit Bodily Injury by Disease: $ 1000000 Each Employee C. OTHER STATES INSURANCE- Part Three of the policy applies to the states, If any, listed here: COVERAGE REPLACED BY ENDORSEMENT WC 20 03 06A AN D. This policy includes these endorsements and schedules: 1 SEE LISTING OF ENDORSEMENTS - EXTENSION OF INFO PAGE Q� 4, The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating d Plans. All required information,is subject to verification and change by audit to be made ANNUALLY. 1 DA T is OF ISSUE.: i 1-09-06 HG ST ASSIGN: MA OFFICE: ORLANDO DA HTFD 05G PRODUCER: DOL'AN 8 MALONEY INS AGCY 75YPK Op94Ef ! =-'� �1e.Voorvrreoozurea/,C`i a�✓�aaaac«ivaelta �' . BOARD OF BUILDING REGULATIONS License CONSTRUCTION SUPERVISOR I Number CS'•, 083275 _ -J r` Ex.... 04/0.7/2008 Tr.no: 21397 _ -- Restricted 00 ROBERT M PINTO ` / 110 THORNBERRY'CIRCLEG- r MASHPEE, MA 0264' ' r Commissioner Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registraf Q* 147661 Expo-0 t11 n 7f27/2009 Tr# 132271 kl yp Intl idual �4i r a rl ROBERT M. PINTOS ROBERT PINTO ° frt 110 THORNBERRY CIFtCLE MASHPEE,MA 02649 `""' Administrator 5 . HOLLOWCORE SCHEDULE PLEASE,flarr T STEEL BEAM - IS LOCATED IN MS AREA OENEPRAL CONDIT10NG P _ __ p _ - r-r Yr .Lr ,rr Ir.Y.• _,v.• ,o Ip• ,.a mrmr�I'•w"� - - m eav�imlon"mm�l"�.e+mmlaeVSNr wm mr.,ev rm< w n _ _ _ r-o• �YJrE - <}� r-r r.• avr - - •-o- w 2A 2 2A ,r`�a." 'mm� '. m W&18 W& WBxIB W13tIiB PLEASE VORFY ff STEEL BEAR �.Nr w a rr.nn�"..:mrn rnmm..mmr N"rrn , - - T'-a' r-0• m IS LOCATED IN THIS AREA °m u a�,lw rc.. •e n..b w.+w w en n•.:ro wV:r� saoem, _ _ IJ- ,-o e 2-3"W I 3B 3'-D„WD E _ I k 3C 3'-0'WO e ® ii r I R I >; I z>• 1 B � 1 C - I 3'-6 WD �r-�am `ror:.rr. �rYm.° .:� m::r oa moero, _ _ _ '• & j FYI I ® T an® 0 o- rpa1u°.r.rm m n.mm rnr m."e..ro , sw Tu h m\\Td r lo'�ilc w0°m, wy ollmur n.m.ns u�r 90 r IJ? 1B 16 h 3 h, ® 3 3 ® Iry 3A \\ a,R "a. rr o° +1 m�8 t,.ua"r.X�y m.:""we,.0'.w..a ERECTION MATERIAL LIST I,m Y, I � T C ,ra m�.:.,d n D®va -0•Hunt varac sTm 3 TOA 2'-10"WOO 2B m I 11A PTICN 2'-10"WD t 'I Z®2,-q WD p :�. REauy v 1D iD h•� a r a 11 .m�...nr sorb r n m rr=.a.mr a ,—A J JR A i w i'-7".WD _ s •a r ow..n s..re ei asm maamal S 2B s• '.• 28 PLEASE fRONOE PROPER PLEASE VERIFY ALL _ ., r w.,:mman +A �r'm 1 1 28 w BEARING AT THIS LOCATION. MUOm pMENSION3 .::Y.. m x":a' Yr a Yr A �. m"wm wn,m+..n.nm..nm..em,mom•,w n.m.n. DECK PLANK PLAN qµ NpDR IaEC 9PDib.®IOeD-.IRNL.IaDi.ID F3 _. .n. :..mom :. .N•.......n C.C./ARCH./ENG PRE RESPONSIBLE TD VERIFY � o.n."�w�'"a°"'„`,,,`r, ALL DIMENSIONS,CONDIRONS PND COMPLETELY - '°"°I'.a er i°`4'"^3; � a^�"�� REVIEW NOTE ON 1M5 DRAWING. + .x.n� m - C.C.NOTE:ORANACE,MOISTURE PROTECTION k UMROMENTPL C.C.NOTE:TOP OF PRECAST CAN BE ROUGHENED AT 1 PROTECTION MUST BE PROVIDED FOR HOLLOW CORE PRECAST GC'S REOUESE TO AID PLANK BWLDNG TO TOPPING OR - PLANK IN OUTDOOR APPUCATIONS. ^s•�mmw m x>,n ...n w.w.mm OVERIAYMENT. Pun% °n"�m�"°•s"i y1°r•�'',m.w�'nr:en'um��i Il�n'a:'�"'ea q �� ew•.xm mr r.m.romrwmr r.,kn�.a rsmew au¢ E•miTc Ham a.mw"wmr..,,s � mr°e m a."'�"oA, Jma��wA mvma xD n ae;Eq ---- --- e - ---__- b------- ..': rNm rm raw n rb�Wwnm obnr'P"inrl,a �am"'"s rm%m ras na 4 rs m.r D nN n Iwl a1a'eW a ru/ab'M®'t�n0.T e m� a2rc� 4 N.R MWY eYP DP.R.a IIEA4 M]aR MR 11P.RD B >. 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Box 649•Middleborough, MA 02346 508-946-3561•Fax 508-946-1653 BY DATE FILE SHEET 4-3 SUBJECT _ - i l:-.j C i 1 ---------- :..._._. - 6 ---------------- ------------ a` <p Y m ............ ! Mom — — — -- — rl - aN --......-_........................... ............ _ TM*m.a< >° o - ------ -- - -- - - ------------ - .m• � g$•3Fa g �ao � �&a�s�Fxi3a.t iM R �I/� ru ; .......... Me ............. . '------- - = rj pQ W V .................. (V�` A. ... 11.... 1 loom• oe.. BASEMENT FLOOR PLAN Al .m.; of is vtR d s g FY µDECK � : ��i� - -'•.��.. � ,, � s ��V tE ro sua,aermm�n, - rmta•�ie wm nr + N lu ° - .. , a 04�V) ® -- .9� � v FPMI./R+A. +N�w i •.— ,�I�1 jI Hones r� �......... '� O Lr tnaw oow7 :: t. 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HALL BED". BEDROOM] wns n.vco mar �mmMn �m rod. rzeaw nm m rtw r�caa rx.nn new �� Mr1doop °o ie m.w ma"a'c w.ra eaa+. gR. wm ww. R -�SS yy sia oeaw LO. LE T I I PO H - r auxw,m� �zE �5d2.F�� sge w_ _ I FFI E DINING LO. wru ce+ g�"�' 8 z2.5_ f� MP�OH. STORAGE BASEMENT ��c�Lya.�wrl MEw�.Tw o<. MIMI arae.nmr ROOM oa. araewmr n�..<iauaenn.mi �w �.�Q" arwe rom CL 0 L ooav rrerra eM,"w` 0++cc 7 uu¢rz ramro p1`uu¢Riane N L m = N Cl)vve. .ocwm # .v.�70 H 0 � U SEGT_I ON_ 5EGTI ON 6 5EGTI0N OyoNpU :Lim a A mm d— R A-7 • � o Rt .. row E �X$ 1.....----....................: l ----- I ----------. _ I ..------ . __ U N I I z..a,......_ I o w ,,r q 3 u WF a F — Q ` I - -7 :L - ---- a .� �,u s - - - I---------------- o _ ,�.be,. P4 cNi� ysae-8�8 5TRUCTURAL DE516N CRITERIA .L C i I-------- -FIR5T FLOOR 40 FSF ILL U-a a ..- 15 P5F OL G ro0 N -5ECOND FLOOR 30 P5F O��_ C 10 P5P - t i -ATTICi5T0. 70 PSF N 0 m E 10 PSF .�.�d LL m -ROOF 150P5F m0o V1 O� _p - -EXT.WALL5 15 PSF OL E Cz N co ILLQ -INT.WALL5 50 P5F OL �Q WU -DECK5/PORCHE5 60 P5F a LL 10 P5F m Job m mm FIR 5 T FLOOR FRAMING PLAN NOTES �^ °c— .1-o e x -POINT LOAD(FROM ABOVE; ni PROVIDE BLOCKING A5 NEEDED) A-8 a o Apr _ r s ON - FY Ln U 1la G YgfgS:3 as-'g8 . lzYt.ebYa {� `8�F4d S41ie=Y f i v � a m4en 00 Ol ni 5TRllGTURAL DESIGN CRITERIA NOTES C A S - O -ALL PO5T5®ENDS OF BEAMS TO BE G� j E -FIRST FLOOR 15 P5F pL (2)2X65 OR(2)2X45 UNLE55 NOTED jd N C m L. -5ECOND FLOOR 30 P5F -ALL WINDOW 6 EXTERIOR DOOR a�+�d'^ O 10 P5F HEADERS TO BE(3)2X65 W/I/2" i0 O LL -ATTIG/5T0. 2O Pc PLYWOOD UNLESS NOTED N O IO P5F O -P1L .INDICATES PARALLAM CJ 'ROOF 30 P5F P05 INTEGRAL W/STUD O N 00�j U IS P5F WALL FRAMING - N O rn EXT.WALLS 15 P5F DL � - m - -ALL WALL5 WITH POCKET DOOR5 b INT.WALLS 50 P5F DL I TO BE FRAMED AS 2X6 WALL n {g -OECKS/PORCHES 60 PSF W, FWY° IO P5F ❑ -2X P05T DOWN aete r eeaie, x -POINT LOAD(FROM ABOVE) SECOND FLOOR FRAMING PLAN 5 e°.,�e.✓. ., o Al -INTERIOR LOAD BEARING WALL A-9 t YM'7U G o ° aN _ s C p. t �L F ,.Alma rtam 'i � I� . � C � �• S �• rrevrn a rta � - po �2o • rore an¢eew N i� - - 1Ei$ar d. a �� .°� - ♦♦>rixa3ai'�aa3� v c ca n, N LL STRUCTURAL DESIGN CRITERIA NOTES yO v',, m C�ON C_ -ALL P05TS®END5 OF BEAMS TO BE �� E A _ -FIRST FLOOR 40 P5F LL (2)2X65 OR(2)2X45 UNLESS NOTED R N u 15 P5F OL N CJ O N LL 5ECOND FLOOR 30 P5F -ALL WINDOW!EXTERIOR DOOR _ . 10 PEP HEADERS TO BE(3)2X65 W/112" O ATTIC/5T0. 20 P5F PLYWOOD UNLESS NOTED b —� O -ROOF IO P5F -P-L 'NOCATES PARALLAM O l.L N 30 P5F POST INTEGRAL W/5TUD O N N O IS PSF WALL FRAMING Nv t EXT.WALLS 75 P5F DL 1 :6 ~ ALL WALLS WITH P mu -INT.WALLS 50 P5F DL TO BE FRAMED AS 2X6 WgOO� -DECK5/PORCHE5 60 P5F THIRD FLOOR F R A M I N G PLAN 10 F5F o -2X P05T DONUT x -POINT LOAD (FROM ABOVE) INTERIOR LOAD BEARING WALL - A A-10 am to of Is z - 6 t e a � LOFT - .HALL - a DATH..` HALL ELEVATOR S : __- ■a,v. -. v.1P .. - - ..s Icy•7Q[ C • rn s sy �; _ aU4 can r ccx ucc..aaacaaunaaaaa..uaci aa{aada:...{a{a,a•a d d - J �....... .... .... .. ....... ------. .. - �. ur • ------------ a. IWIWPI a 8 �qP C ._...__... _._ '_F 5 ca • '•ROOF PITCH AT HIP ROOF(LOFT)TO C 00, „ o ;. BE DETERMINED BY EXIST.ROOF PITCH/ O'D U. RIDGE NEW HEIGHT AT THIRD FLOOR (A ,,V OO Al NOTE5 5TRUCTURAL DE516N 6RITERIA m O E u- _.B.._.__ _...0. P EN MS O E FI O- `. -ALL OST5® D5 OF BEAMS T B - R5T FLOOR N 40 PSF ILL C�N« O A (2)2x4'5/(2)2X65,UNLESS NOTED 15 P5F DL OQ o0 L) z ~ -ALL WINDOW HEADERS TO BE(3)2X65 -5ECOND FLOOR 30 P5F - ! • ...........•.. ... W/1/2 PLY D,UNLE55 NOTED 10 PSF C..•.. ...,...•....... ATTIC/5T0 WOO 20 P5F -ALL RIDGES OVER 20'-0'LONG 10 PSF job rro.: w« TO BE(U 3/4"X 11 1/8" 'ROOF 30 P5F aala•"° of x.r.xam : d5 P5F s -PROVIDE 2XI0 LEDGER BOARD -EXT,NALLS l5-PLF DL s 0 OVERLAY FRAMING FOR RAFTER drawn: •- BEARING/SUPPORT -INT.WALL5 50 PLF OL -ALL RAFTER5 TO BE 2XIO -DECK5/PORCHE5 (10 P5F ° Lds w 'ro>'4 S.P.F.NO.2 OR BETTER AT 10 P5F ' R O O F FRAMING PLAN I6'D.C.;UNLE55 NOTED INTERIOR LOAD BEARING WALL 'I - - g Al 0 nrro rumor .� no rumor - ' r:�t•.a�arai[�� nrio rumb • , _ . ��' p�p ----------- to O EAVE DETAIL AT BEDROOM 2 - O FLARE DETAIL I I T��� M H Q i r rcna i yr i i I I IH I"I j VCD - wme N man ra ruw I I. Ma -_ •u.awmee .uwwm.e I I I '1a � nr.vw ec rwiw_£1 •-- mam�.wn.n'm7 � 3 ..mow ve.w ,..w,. I I f �@� �\ w...u..ew.m �w r•ecue��s � �� mas tirz eew-��'� ..a.r.a I I BC ��. '•a m.w.rr�� 4 �� -u I I uauuw a.0 reuw�J 3 w,e•ro rwms 1 I S�§z�3i�h�t�+§F n yr ev, � I I. 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Y _ r _ - _ �N Mower H a +--------------------F � ,tea.,,., a�,�•°w'�,;,.w° "'a"°` , u ro�.mKK ............... ---- «w -10 Hc 'FC .................. --------"• �a w wµ C-1 ------------------ --------------------------------- ------ �. �a � �- ;--- - ♦ ^ �� ��—spa<.a€ �. _ d! cb 3 (! r wcart..uJ a w..unnc �O LJI O C 0 .mns N.n '°'nw.,"•`k..m�", �T: nwa<i.'n'ev "�� O� E tr a.N ................................... ............................... wNpg o i _ ! tl i ,e wo �(U 7 v NO Nil oou a C \ L ._...._._.._._.............................................................. BASEMENT FLOOR PLAN ` a I • . A-1 65llED FOA pBp.—NG I i Of 11 A . eW` s em+w mo.. mw U ZA F Q I"O CJ O» KITCHEN .--- BATH. OININb SITTING F ',' loa, �� - _ HALL fn'+euv.rtw — ;3F'i i3 °e w er. . 5—r-m.unrvami ne<wnw wa yf .� -c rvv. x.' Y } Y ,.. ;} t=ffi�@s♦ ALGOV Y ,ww"v,.uA'•�Wr�nw Z�nY x 6ANA6E iOrr ��Nro $ FRONT PORLM w.ri I, q e<arc nay N O LL QD 00u ro�cxtu�s am'O Qry��� _ IoE ns: wu Ix 4 7de i d B FIRST FLOOR PLAN / 2 LSAIEO fOA PERAITIING sm � of II L IN / - s rA a _ _ - FF o ~V M . DECK {S c .B{ •' �V1 0 SImN6 . • BEDRM � M$'T13.BEDRM. �I2 ROOF DECK �9 I"• I ____ O—ER HALL "___.._._. ._ .}............. W.I.G. . _ - .. I ..... 9 _ = s s a BOIL ear.ro � ._._ _ _ __ __________________ 3�3���S •. 'o 4 •i '\.t i a•� f LI EN 9� �•eb�'. •• .w „� e Vow C-cW ] HOWL q�w •® _______ s�nm ro oc uane.Tm n�w..o . Td W N O UI • .. Nua rio neero ' -ri xr.wamxv.a. �� 11O. ' � -iwa>wm rau.amum a Q'O b V ' �^�mbv.py RwM C"OL O _......... � Y� �Q'i''.�.o ...,w"imWiem �'•�ewi>�rurww C� -. 3 mle s B m.s 5 E G O N D FLOOR PLAN xw�owne�nra�nN� �, B ar II 7 I ` ly W >f ............... [� a U eA ur N - __.- we�rwererew ....................................... ___.._.________________....._._..__L - r� t ' - a� r I - Ila —; R Fg ECK ----------------- I E c - N A F oG� (0 Nro a Ai r mrcu a O a+ ruwi�"imroarau..v°ep Oj r•'. f" ..................-----------------.__------------ S S Q�OOV 4 yy� 4 i 32 P g hb-, o... aae , �e Al THIRD FLOOR PLAN m MwnW•erea.n. ecn�e.rI♦ r O �.vw:n. A-4 ttAkD FOA ffp'Ilf11NG aa, s of II .uruswu �e+ evtw Al ,rnm, — — — — — — — — »,. — — — — — — F F _ - - — — — — — — — — — — - - - - - - - p — - - � - - - � - - — ra� Fe RL O N T E oL E V A.T ION sm — — — — — — ?a? Iwgl$ae!19 Ya�o� umv V,- -0 mabwa«oa�a u :rrCL w 8 ® — - - - - - - - - - - - - - ¢OOm `o mtnQy w.a..me w.waa �y RIGHT ELEVATION . .. a ...a. ,. -o ISAIFD FOIi PERIIfiING sa, 5 of- n da rnim"�`r¢o.— — — — — — — — — — — — — — — z J-FM �- - - - lil��l1�1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UA - - - - - - - - - - - - - - - - - - -- - - - - - - - r. REAR ELEVATION Y g w.s ucu v.«es.o..rr. 4•j..r -. tmnw 9 .......... - yh Li — — — — — — — — — — — — — — — — — — — — — — — — — — — —n.fir r-® o C 0 G 7 N c itC o•.2�0 u o K° ® N0Ncc ' o — a .b.�� a..r..K - - - - - - - - - - - - - - - - - - — - - - �®, 8 �NN0 .. Q <0 00 V i! LoFT ELEVATION / \ V .. "° mm FOA pEpb rMNG ;, 6 of ll nn $g oneeeGmt nn Iv am b u°"°oeenmerwn) y wet I rA — — — — — — — — .wn.•ew Y LOFT everopri°/rms � b� — • 9 rm • w.mwu.RnP tmaa MwD �® . 61 1 nun m v.�®ra R'�iaad •YY—— ,wm.a — — — l ` G p ""na B Tli. 9 b 11 m_m 6r� MS BEDRM DRY SLR BED—.3 ,� uoranw C mwa�� D ''��' i BEDFOOM 3 °r�a40.nJ Y' — ,u R a Au arm x.n ose[i —0 wares r -... ro an e�soo _ wuw rmr rO VM eussrx vas LO. �'. PORGN FFI E DININb PORON • LO' wv cmr I, lit - - F.irrw:•eY,9O4 ELEV. STOR E BASEMENT ROOM o C p v��'�a400R. Poc row wa n m OM fY 7 �R noon. amewm ?f °-0 u b�,p Ronen•a. tp(d uNi o SECTI ON SECTION SEGTI ON I V)0 ¢o OOV pnm: ow aak A=7 1411FD FOR pEM,IRING am. i of ii y r• A 9 ' Vtj pq &; 0 U O� .a, °5 M11Ss - 9 yqr;3_� wr STRUCTURAL DE51CN CRITERIA qG -FIRST FLOOR 40 PSF LL - O C Q 0)ul 41)fr N SECOND FLOOR 50 P51' -C 'd - A 10 P5F �(A N b m ATTIG/STO. 2O PP55F O�0 N b a ro -ROOF 15 O� 'a� -EXT.WALLS 15 PSF OL 0 �+' LL 7 ` INT.WALLS 50 P5F DL v N y N 0 _ DEGKS/PORGNES 1O SF ¢�00 V LL F I R S T FLOOR F RAM I N G P L A N .. NOTES POINT LOAD(FROM ABOVE; PROVIDE BLOCKING A5 NEEDED) A-8 6AIED FNiPElA1ff11N6 s=: s of II s Y W --------------------------------------- ------------------- „ Cq ll:a ® v N o n o o o iI J� r �» raa3 atfe� s ^� 5TRUCTLRAL DESIGN CRITERIA NOTES u~oi N N d -ALL POSTS®EN05 OF BEAMS TO BE o�++t S - -FIRST FLOOR 40 P5F LL (n yI U 15 P5F DL (21 2X65 OR(2)2X45 UNLESS NOTED N 0 m -ALL WINDOW a we L.L. a -SECOND FLOOR 30 PSF EXTERIOR DOOR r a b `0 10 PSF HEADERS TO BE(3)2X65 VU I/2' FLYWOOD UNLE55 NOTED a -ATTIC/5TO. 10 SF c O Y v P.L.INDICATES PARALLAM o V c ROOF 30 P5F P05T INTEGRAL W/STUD a IS P5F WALL FRAMING y N p d g� $ -EXT.WALLS 15 P5F OL Qm cO V N -INT.WALLS 50 P5F DL ALL WALLS WITH POCKET DOORS TO BE FRAMED AS 2X6 WALL DECK5/PORCHE5 60 FSF P'� Gde F1sP1° 10 P5F o -2X POST DOWN eae a x -POINT LOAD(FROM ABOVE) SECOND FLOOR FRAMING PLAN ^� ec.�e•��. .,-e -INTERIOR LOAD BEARING WALL A-9 i KAIw wAPEIAIIftRIG a, a of tI r ' - 8 W — v r c RI �I A: $. ►y U Km, � Fu» .. �v COU . o Iad ------------------------------------I 30 1. 30 a + 44 G t A: Ia LI ylYY}$` Al .tl NOTES k STRUCTURAL DESIGN CRITERIA ^ § Ydyy�;�3, e( c -ALL POST5®EN05 OF BEAMS TO BE }43�Fa$g�ie'1P�� A m I 1} L� -FIRST FLOOR I1PB�F DI. (2)2X65 OR(2)2X45 UNLESS NOTED ' Al m SECOND FLOOR 30 FSF --ALL WINDOW A EXTERIOR DOOR 10 FSF HEADERS TO BE(3)2X65 YV 1/2' P5�7" n iTd�" Ws'<" -ATTIC/5T0. 20 PSf PLYWOOD UNLE55 NOTED O C O m 10 PSF -P.L.INDICATES PARALLAM N 7 a -ROOF 30 PSF POST INTEGRAL W/STUD ��,.r 15 FSF WALL FRAMING (n UI V c EXT.WALLS 15 P5F DL f0 Q O b i -ALL WALLS WITH POCKET DOORS d t -INT.WALLS BO P5P DL TO BE FRAMED AS 2X6 WALL ¢Q b `o DECKS/PORCHES 60 PSF `a++ 10 PSF n -2X P05T DOWN o 0++ THIRD FLOOR FRAMING PLAN r 7 POINT LOAD(FROM ABOVE) t l N ni ¢0 00 V ' -INTERIOR LOAD BEARING WALL pbm aae �e ma.n A-10 - LAUED FOA pBTIffiING aY: to of II 9.2 W W - --- ---------- -----------------------------------..... ------------ . . . . iL- _ -G _ -- -- ---- ------••BE DRIT E HEIGHT BY ET THIRD ROOF P�ON/ s$,z� ajr5'�of �- NEW RIDGE HEIGHT AT THIRD BOOR NOTES 4Ef8jt$F�3+�s'st STRUGNRAL DESIGN CRITERIA -ALL POSTS®ENDS OF BEAMS TO BE FIRST FLOOR 40 FSF LL - ' A 2)2X45/2 2 LE55 NOTED 15 P5F DL A pp nT i o y _ In 65 •SECOND FLOOR O 0 • PLYWOO UNLE55 NOTED ( () X65 UN ................... ...........�.._.._.._.._..�.........' ATTI C%y ALL WINDOW HEADERS TO BE(3 2X ' D 6/5TO. 20 F5F 0 -ALL RIDGES OVER 20'-0'LONG 10 PSF N , TO BE(U 1 5/4'X II 1/8 30F ROOF c"O S 1 N V :.............................................. : s -PROVIDE 2X10 LEDGER BOARD _ _ '�N O b m EXT.WALL5 95 PLF DL Vol _ y 0 OVERLAY FRAMING FOR RAFTER v�O.N BEARING/5UPPORT -INT.WALLS 50 PLF OL <0 b -•• -ALL RAFTERS TO BE 2XIO •DEGK5/P0RGHE5 60 P5F :2 LL �.rm — _ _ S.P.F.NO.2 OR BETTER AT IO PSF 0 ROOF FRAMING PLAN I6"O.G.;UNLESS NOTED o>r•� •�..e,�i. -o e -INTERIOR LOAD BEARING WALL N 0 AT <0 W U mrc A-11 6SUED NNI PEANIftIN6 =N II 0( II . aew w.xw rwar A B � E At i�ri°!f•.nmr — — — — — — — — — — — — ®P=1 n MRR: H ® ® ® acaurM arc.nf e.ar.� V W — 3 4¢ - ���... MOVE& F R O N T E L E V A T I O N =rotor _ 9""d 3�ecbENigF�� rnoene w yea uv.w w.oawa.ewwo .ni ................................................................ arvmrvxwm ............ .s' C N - � C��7 N -. • C El 0'a .�roa...,.o...aa mawrrrtawun c y Y RASA RIGHT ELEVATION ..lift 8 ° � �.— —.- - - - - - - — — - — — g ® 0 ® e IrmT ME �w 0i" - - — — - - - - - - - - - - -- - - - - - - - - - — - - - - - - - - - - - - E" FQ — 7H± ol m ®® ® ~V Vy _ 04 0n ..., — - - - - - - - - lid I I - - - �iQ '1 C — - - - --- — — — — — — — — — — — REAR ELEVATION �..�o - - — — — — IMMUpg IRA-s'S 0 C 0 4) N 0 N > OC CL W. ¢p 00v - - - - - — - - - r- - - - - — , ii LEFT ELEVATION h A 6 .. ISW FOR pERM"NG ea: 6 Of I� EWE �� - — — — — --.�� -- --- -- w�, ate- — � • �A, �Q p ecm B TH. n �. o�e..oann xwo roe` 1O ^*~ re..ai L DRY UPPER HALL BEDRM.3 — er.-wrmnm,rc MS BEDRM, w'y ery m '1 warnwe ary 4 nwxr �� BEDRDOM� � w•r,s rt..co � g w,rs.arLL / � vov.s.raw zw ro wo vroo rw, wu,eq rw knn •' � ea�rou�¢.m �i u°3 i'a�rnoe m1p1�"� LO. 1 PORCH 'DINING POROM S LO. Y FFI E aw ": e� .e. p 45",.",kk°FSPa,...'. «..ro.,..w..•.n ": e< _ ao ri::'�ies�E� EWOO LE�. STORAGE BAD NT go�a '9 TweMmt >,ae � r'�4'`1" smewm �uuaq� u (or wu oC pv . e'cwYRrtrvu smart _ row. CL)cc All O1.oycieomw wcw'ru±iaurw - m ewa mrr d o 5 ELG T I O N o �1 5 ELG T I O N o �1 5 E G T I O N o N p <0 a0 v { aa� _ a�a A-7 ISAIED fON PERMRIING :ta, Of 11 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION /00 Map 3 Parcel A06 Permit# 6co 5 Health Division S-�1 � D l v�' Date Issued dl Conservation Division 11D ��' // �0/�/ MN 4e�`rz1Z�Fee Y.S..5�- Tax Collector �/ wv Treasur I �a v SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE S Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND TOWN REGULATIONS Historic-OKH Preservation/Hyannis - Project Street Address �. AP 2001 Village Owner Address c� . Telephone Lr7-7-7 PR T3� r Permit RequestS� Square feelirl st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Pl�- Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: O Full ❑Crawl ❑Walkout ❑Other 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 new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric 0 Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: O Yes ❑ No Detached garage: 0 existing ❑new size Pool: ❑existing 0 new size Barn:O existing ❑new size Attached garage:O existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Co-mmercial ❑Yes LZNo If yes,site plan review# Current Use�4 (�� Proposed Use -BUILDER INFORMATION _ Name Cs/C�%� � A)L Telephone Number `s -:79 Address License# 0_ 062eq5e-3 Home Improvement Contractor# Z Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO / SIGNATURE DATE 5 FOR OFFICIAL USE ONLY II PERMIT NO. DATE ISSUED - MAP_ /PARCEL NO: tP ADDRESS VILLAGE ` � OWNER DATE OF INSPECTION. s _ FOUNDATION , FRAME INSULATION f FIREPLACE ELECTRICAL: ROUGH FINAL - PLUMBING: TROUGH ' '' ='` r FINAL - - ,F GAS: ROUGH-1 --1 ZL- FINAL , FINAL BUILDING +.; rn �+ DATE CLOSED OUT 00 ASSOCIATION PLAN NO. :n u I 7 3 , f RL - BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 068433 Expires/10/2002' Tr.no: 26808 Restricted To: 0 GEORGE R GILLMO E PO BOX 940 COTUIT, MA 02635 Administrator Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR ` Registration: 123 _ Expiration: 0 26/2003 Type: RIVA ORPORATION Gillmore Marine Contracting, Inc. Of, George Gillmore 37 Bowdoin Rd Mashpee,MA 02649' Administrator r o is p� p FOR PROPERTY LINE INFORMATION SEE o BOOK 9632 PAGE 137 AT THE < m BARNSTABLE COUNTY REGISTRY OF p� �9 DEEDS. FOR PROPOSED PIER SEE SE3-3320. _ 9 QAD SOUNDINGS BASED ON M.L.W.DATUM. po POSE �5 LOCUS OL0 POST R 0.D i1a00 � 14 a I' c 0 2' 4' 8 LOCUS PLAN SCALE: 1:25 000 COTUIT QUAD. EXISTING co DRIVE r� 4 -0 „ to •� w 4i0= oyQ v 0 3tup m�W 10 12"0 PILINGS 0 0\ W EXISTING HOUSE c = Z O i �No o �' >ha EL.5.5 2°x8°DECKING WITH ymv r � M 2x4 I°SPACING MIN. \ � _ Z LO WATER ELECTRICITY cn 3%8°CROSS BRACING EXISTING M.HW.2.6 PATH M.L.W.0.0 . .. . . EXISTING STAIRS ��ME Mt1LJ `N oP��`Rs SECTION C-C SCALE-� I„=4, � N ows ovR GOTUIE e F�o OVERALL SITE PLAN t SCALE:1 80' y SHEET I of 3 PLANS ACCOMPANYING PETITION OF . THOMAS J.' DEVE STO , '835 OLD POST ROAD . COTUIT 2 MASS. FOR CONSTRUCTION (NTAINING NARROWS • . A TIMBER PIER IN COTUIT DECEMBER 622000 41II I IVAN ENGINEERING INC. TOP OF COASTAL BANK _ - : I r N y EXISTING ra cn. - (n m STAIRS EXISTING n z REVET D n, I -� � H.T_L._ E T STAIRS I — — O P7 Y M.H.W. � m� BEACH GRASS r 11 _ • _ . .I. - N -� .t ACCESS O STAIRS v I M.L.W. N PROPOSED 4 WIDE TIMBERPIER 0 G7 N = x 'r r cn . �r 491 - --3 oD� 50 N ' D r 68 244-0 D o r- it _ i D i W M — o_ I�� �JEBB�, FLOOD i' COTU/T NARROWS v ocn 0 v(n QQ _ m mr-A<m 5 - M-c m r�vD^ . . >::irnn-4 m r-z'�-I N \ x r-m O oiCZN, W ^ rn Lo z Z c-� 76' TOTAL 4' 4 BENTS O IS' - 72' 57' .FROM M.L.W 2"x 4°HANDRAI L,ONE SIDE ONLY E L.5.5 I STAIRS H.T.L. 3.6 M.H.W. 2.6�_- - - - - - - - -- - — — - - - - - - - — M L.W..0.0. .. . . . . . . . ` ACCESS STAIRS „ BOTH SIDES .:._. SECTION A—A SCALE : I = 10' 4-0 2"x 4" HANDRAIL -g%8"DECKING WITH 1 'SPACING MIN. " ro EL.5.52"x`6°FULL LENGTH WATER wf ELECTRICITY H_T-L.3.63-4x 10"LONG LEAF YELLOW M.H.W. 2.6PINE STRUCTURAL GRADE No.2 o w o v w I Oo.—12"0 U)Cm�O<m O PILING 2-4"x 10" M:z C m rn r z PETER r m 3 O W SULLIVAN m m z o NO. 29733 3 z W �, CIVIL _ - m' G/STEP�� 41F _ . _ ... j X - �Z► MA S ECT I O N B— B o 2' 4' 8' n SCALE : I"= 4' 0 b 10 20, The CommonweaLt/s of Alassaclsuse= _j- Department of Industrial Accidents - 600 Washing#on,Street 4 _ Boston,lKas.� OZIII=� WMAK: orkers' Com ensadon Insurance daFA 1 lipvit; xxxxxxx location �. ohone it city 0 I am a homcowner performing all work mysei£ ,z' ,�' `' �`°• v ❑. I am a sole etor andthave no one,wol in any s-. _ ;;A.: . . 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"•r+•� ::.'}. r•;'4,., . 1y ~yn'r'•,')y}::}r?i?n .. .:.... }::.v: .v...:.r . ..... .•................ ...... ::..::::...A......,.}>.:.......,•.....:...:.r....:. n FaOms to seems amige as re.1an under Seetlsst ZSA of MGL LU emlead to the of armea paWes of a ilns up to SI-MO.00 sod/or oof � o as waR as e#A penaltisa is the form of a b1 OP WORK ORDER and a fte of 5100,00 a day against me. I muLuvtaad that a P7 of thbt statmimt msF be forwarded to'tho omen ef.Iaieadgatiaos of the DU r coverage miftMion. ;;h t: I do hereby certify d w P o7`PQI Y that the information provided obovr it truce co Phone pill WON 0 only do not write in this am to be completed by�y or town otnefal .. .. d.,I µ..Co f „� •ak. .��t�.:. . a,>,•N AN.,'A ;' i.... . . ,_. R S e,Y•: y,.., ❑Buading parnaeat dty or town petndtNceuae tl De 2'",,"-ME cbeckif immediate eesponu is required �'' psdecunews of to O OHadth Departma:! Contact person: z phona Uerrd 9/9S PiN -60 1 • �• 1/� N�w�w• _ • 11 .111 �! •�. 1 • 11 • :•!I: • M :••IY, • • 1 • i/111• • • • ' w • • 1• 1 •1 •1 M 1 1• 01.4k it G)JEOlis.• L111.1 :df•1• • U • �••11•. • ��. • • �1 1 • • •�1 • 1`. 11 • • • �1 11 • 1 1.'.• ! 1 w �•••••111 / • • r •.� 1./ «If •1 /r • � /1 • 1 • • •• /• • 1 N • • w/11• • • '•11, • / • I' �!•1 01 • 1 • /, •11 'I • • ! • 1 • • •11 11 // • •'. • 11 • • • 1 1«• •1 /ti �-. 1 I 1 • w..; • 1 1 ..111• • 11 w11 • • w«II w• • 1 - �rll -•1/1• • �1 I .1• /.1 _ w«• •I! • Y.1: /1 .1 •. 1 I UI Y I 1 it I 1 1 1 / 1 1 1 1 JI 1 1"'• 111 1 11 :II • 11 .., r 11 • I r Itl '; 1 I J. 1 •1 r1'1'1 '111 1 1 1 11 1. 1 1 1 1 11 1 �I 11 1 1 11. 1 1 - Ij 1 ..1 • • 1• •11 I 1-11/r�/ / •111111 •1/ •'�•: 1// 1 •I •I IA •• 1■ ✓. 1 1 fit ;011 •I ;11 • V•If lera.ift- two•:Ir V w• 111 w11�1•It. •1 /11 MI ./• Iti 1 •w..• • w/l/w• • /1 •111• .1 1/1 •1.1 •��jj��jj��j���/������j�j���El m�j�����jj���jj��j�j�j�� I 11 /1 A V•Ilfil•w1 v-.1• .1/t I 1 V•11111 ..11 • ! 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V•1111•( Y:11 •� • 1 I 11 1 w•% 111-•II .1 111111 •ti 1�• %%%%%%%//%%%%/%%%%/%%//////////////%%%%/%//////%%%//////%%%�%%%//////%/�%%%�%/%/ 1 I IA .': � 1 11 •1 .1� •1' �t• f • 1 V•1111 �w/ .Ir ,1•I•Il�f ..'J 1 • /1 f • 1 1•I • • 1 1� ��� 11 1/ 11' �•11 1 /• •) 1 •.�V• •Y.1• •111. 1 1• V•111 V. « y ••�1 •r.l •UI • U .I• t ••:ul • I 11 1• :1I 11 1/.' -• 11 V�i'/.. 1111/1 � • 1 I • 1 v..1 -11.+ .+1 111111 •./ • 1 •• • 1►. 11 Y, • ••f•1�• 1! 1 • •ff till • ' If;. 1 11 �V. 1�1 11_Jw 11 ..II►. A 1 , •/ • 1 w • •11 • • 1 • 11 .11 • 11 1 • .11 Y •1 '• • 1 V•• ••./ .1• •II .1I._;• 1 • • • 1 .11 / w .•1 1 1 • •tt�•el • 1 •'.t•11 ,11 Y.•' 11 •�1 1 rl 1' 11 1 1 1 � 1 •� • 1 1 1 d 1 1 I I (:;'1W1 I ;1 1 � t 1 1 1 7 � �• . 1 1 1 1 ' III i I I 1 The Toy . of Barnstable . �Sz"� . 9q, 059. ,•� Regulatory Services '�Fo►�►�' Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires th<<the"reconstruction,alterations,renovation,repair,modernization,conversion, • improvement,removal,d.rnolition,or construction of an addition to any pre-existing owner-occupied ' building containing at lea:;.: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:!�! /tom' G%G Estimated Cost e Address of Work. �� �� �c'j j_ Owner's Name:- Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded bylaw []Job Under$1,000 ❑Building not owner-occupied ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER RENALTIES OF PERJURY I hereby p ply for apermit as the agent of throwncb: T � at Contractor Name Registration No. i OR Date Owner's Name q:forms:Affidav R Massachusetts Department of Environmental Protection €P24045 Bureau of Resource Protection- Program WaterwaysTransmittal;x BRP WW 01 Waterways license or Permit BRP WW 03 Amendment to Waterways license or Permit General Waterways Application See Project Information instructions on page 1 before 1. Which permit category are you applying for? 7. Project/Activity description: completing PS BRP WW 01 ❑ BRP WW 03 sectionsA-Dof . Petitioner seeks to construct a 571 this form timber .pier, 4' wide with 6' wide. ......................................................................................................... 2. Applicant: cantilevered ell in Cotuit Narrows. ......................................................................................................... Thomas J. DeVesto ....................................................................................................... 4.$.3.5,..:0.1 d.:_P:o.s.t...Road:.........::.....::............................ _� lAailing Address "- R I-Cotuit MAC 02635 .--B:- Description of existing and/or proposed.use(s): Cily/Toovn State Zip Code For the private use of the applicant's ...................................................................................................... Telephone(home) (work) boats. 3. Authorized agent(if any): ........................................:.........--- John R. Alger Name ......................................................................................................... P. 0........B.o.x....4.4.9 ................................:.....................:...... Address 9. Is this project Osterville MA 02655H� )Ek water-dependent? ❑ non water-dependent? City.-7ovm state Zip Code (508) 42878594 Telephone 10, What is the approximate total cost of any proposed work (including materials&labor)? 4. Property information(all information must be provided): $35,000 Same as apple.ant ._,....:..v . ,__.::._...._....._...._ owner name(if different from applicant) 11. List the name and complete mailing address of each abutter Map 73 Parcel 672 (attach additional sheets,if necessary): Tay Assessor's Map and Parcel Numbers Sydnor A. Dever 835 Old Post Road (Cotuit) .82.1...Old•••Pos-t••••Road.................... Loanen(streetaddressl Cotuit, MA 02635 BarnstableBarnstable .............::_.. .............................,".....................................:....... ...................................................................................................... John Bidwell, Jr. City/Town Coopy 526 Lake Drive Princeton, NJ 08540 5. Name of the water body: 12. "1 have attached project plans in accordance with the Cotuit Narrows instructions contained in...": ..................................................................................................... ❑ Appendix A(for Permit applications) 6. The water body at the project site is: (check 1 or more of both a&b) C Appendix B(for License applications) a. LX Tidal ❑ filled Tidelands ❑ Great Pond Appendices A-B begin on page 6 of this Application ❑ River/Stream ❑ Uncertain Package. b. Lx Natural ❑ Man-Made ❑ Uncertain Rev.2/97 Page 2 of 8 4d ................... Massachusetts Department of Environmental Protection P24045 ......... ....... Bureau of Resource Protection- Waterways Program Transmi. ..ttal. ........ BRP WW 01 Waterways License or Permit BRP WW 03 Amendment to Waterways License or Permit General Waterways Application Certification All applicants,property owners and authorized agents must sign this page.All future application correspondence may be Please type or print clearly all signed by the authorized agent alone. information provided on this form. "I hereby make application for a permit or license to ••••••••••••••••••.•••••••••••.••.••••••.•.......•••••.••••••••••••••••••••••••.•.•.......••••••.......• authorize the activities I have described herein.Upon my Applicant•ss.gnature signature, I agree to allow the duly authorized representatives ------ of the Mass2chusetts Department of Environmental Protection Date and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection. Properryowmer'ssign h.r ,7'efi entthanapp cant) "I hereby certify that the information submitted in this ......................................................................................................... application is true and accurate to the best of my knowledge." Dare ......................................................................................................... Agent's signature(if applicable) ......................... Da(e.................................................................... ........ i Waterways Dredging Addendum N/A 1. Provide a description of the dredging project. ............................................................................................................................................................................................................................ 2. What is the purpose of the dredging? ............................................................................................................................................................................................................................ ..... ......... . ...... ...._.........._._ ........ ......... 3. What is the volume(cubic yards)of material to be dredged? 3 4. What method will be used to dredge? 5. Describe the disposal method.that will be used and give the disposal location(include a separate disposal site location map): ............................................................................................................................................................................................................................ ........................................................................................................................................................................................................................... Rev.2/97 Page 3 of 8 NOTES o �8,0 y0p FOR PROPERTY LINE INFORMATION SEE 0 -P&S � y :6 BOOK 9632 PAGE 137 AT THE :! BARNSTABLE COUNTY REGISTRY OF 0� <<y v� DEEDS. 10 � FOR PROPOSED PIER SEE SE3-3320. 00 nn SOUNDINGS BASED ON M.L.W.DATUM. O osc LOCU OLD POST OLD P R0 �5 j 49 G0",� I' _ O 2' 4' 8' LOCUS PLAN FM mmm SCALE: 1:25 000 COTUIT QUA +1 0 80' 160' EXISTING c0 DRIVE M O 'IT lot =W 3 Q. M 0 ��� , W EXISTING HOUSE N JV - i 10 12"fD PILINGS 2 N, 0 OD Lo >b� o �nmv �� M 2'z4" EL.5.5 2°x8°DECKING WITH c� i I°SPACING MIN. 0 CD WATER ELECTRICITY H.T.L. 3.6 EXISTING M.HW.2.6 3"x8°CROSS BRACING PATH EXISTING G M.L.W. 0.0 . . . , . . STAIRS EX� E�MEN� R� SECTION C-C OQOgE gS P RS N cE SCALE: 1 =4' N ARRows 000 LIVAN C.�219W733 OVERALL SITE PLAN CmL SCALE :1 80' SHEET I of 3 PLANS ACCOM PANYI NG PETI TION OF THOMAS J. DEVE STO '835 OLD POST ROAD COTUIT, MASS. FOR CONSTRUCTION a MAINTAINING A TIMBER PIER IN COTUIT NARROWS DECEMBER 6, 2000 SULLIVAN ENGINEERING INC: OSTERVILLE, MASS. SHEET 2 of 3 DEVESTO EXISTING a FLOAT PIER O SULLIVANLLIVAN ^ENGINEERING INC. OSTERVILLE, MASS. DECEMBER 6,2000 1 ml U I � I I I I o W I XW i ► I - I M I = I o I of Q �I U oI I w at cr w ` O 1 m oW 4 I 1 a I �a 1 \ 01 zz w� I am C C \ "a W L7 I • I I 2, N I 1 J 1 \ I I57'FROM M.L.W. 1 ` 1 1v Al 76 TOTAL \A 1 Lr I 1 \ I u~i • m—F I \ 1 I as \ 1 PLAN VIEW SCALE I"= 30' 2 BENTS (a) 12' = 24 EL.5.5 PETER G H.T.L.3.6 —WIIVAR,11D . L` — — — — — — — —IM.H.W.2.6 29L� . . . . . . .M.L.W.O.O 10°—12°0 PILINGS SECTION D-D . SCALE: I = 10, 0 5 10, 20' 0 30' 60' 76' TOTAL 4' 4 BENTS (a) 16' = 72' 57' FROM M.L.W 2"x 4"HANDRAI L,ONE SIDE ONLY E L.5.5 I STAIRS H.T.L. 3.6 M.H.W. 2.6-L — - - - - - - -- - - - - - - - - - - - — M.L.W. 0.0 ; ACCESS STAIRS BOTH SIDES SECTION A-A SCALE : I 10' 4-0 2nx 4u HANDRAIL ?"x8"DECKING WITH O I 'SPACING MIN. M EL.5.52%6°FULL LENGTH .WATER . :2-4"z1d' ELECTRICITY H_T.L-3.6 — 3-4%10"LONG LEAF YELLOW M.H.W. 2.6 PINE STRUCTURAL GRADE No.2 vOcn00(n 10"-12"1 rO,,-A<m Qf PILING _ 2-4%10° 3m:zcrnm ao<D zi(n_j Pf TAR M.L:W.0:0 mFz. -1 r•rn 3 O(A SULLIVANm m m z 0 40. 29733 ni n z N W CIVIL O m 00.E z �A z SECTION B— B ° 2 4' a' SCALE : I 4' 20, I ' Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Transmittal No.. Chapter 91 Waterways License,Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment _ G. Municipal Zoning Certificate Thomas DeVesto Name of Applicant. 835 Old Post Road - Cotuit Narrows Cotuit Project street address Waterway City/Town Description of use or change in use: Add ramp&float and outhaul piles to existing dock (License#8864) for recreational boating. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways, license application and plans is not in violation of.local zoning ordinances.and bylaws." Printed Name o f Municipal Official r Date o Barnstable —Signature of Municipal O Pl Title City/Town CH91App.doc•Rev.6/06 t Page 6 of 13- BF- 2-41060 F':s3411 rc437 s 09-29-2009 a 08 a r�6vL Massachusetts Department of Environmental Protection Bureau of Resource Protection -.Wetlands MassoEP File Number: ' WPA Form 5 - Order of. Conditions SE3- 4837 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 O ` £ a-+k-t i,) and § 237-1 to § 237-14 Town of Barnstable Code A. General Information Important: Barnstable When filling i•From: Conservation Commission out forms on the computer, 2.This issuance is for(check one): a. ® Order of Conditions b. ❑ Amended Order of Conditions use only the tab key to s.To: Applicant: move your cursor-do not Thomas DeVesto use the return a.First Name b:Last Name key. c.Organization 21 Tamworth Road d.Mailing Address Waban MA 02468 'eQfO e.Cityrrown f.State g.Zip Code 4. Property Owner(if different from applicant): a.First Name b.Last Name c.Organization d.Mailing Address syU& e.City/Town f.State g.Zip Code 5. Project Location: 835 Old Post Road Cotuit a.Street Address b.Village 073 006-002 c.Assessors Map Number d.Assessors Parcel Number Latitude and Longitude, if known: e.Latitude f.Longitude I � 6. Property recorded at the Registry of Deeds for(attach additional information if more than one parcel): ) w - Barnstable a.County b.Certificate Number(if registered land)/Plan I Lot# o 0 19,698 179 fa. Cn c.Book d.Page July 31, 2009. September T, 2009 SEP 1 0 2009 7. Dates: a.Date Notice of Intent Filed b.Date Public Hearing Closed c.Date of Issuance z 8. Final Approved Plans and Other Documents(attach additional plan or document references as C7 needed): Z. .o Site Plan , l w z.• . a.Plan Title ZBax.ter Nye'Engineering &Surveying Stephen Wilson, P.E. b.Prepared By c.Signed and Stamped by E - July 15,2009 1"=20' d.Final Revision Date e.Scale .. f Additional Plan D g:Date Plan Cr vCn,umcn.rill- UV♦lUV - , i wpaforrn5.doc•rev.2127108 Bamslable revised 4111/2008 Page 1 of 10 j - - . Zdo 's oS/: 3 , Massachusetts Department of Environmental Protection Bureau of Resource Protection Wetlands MassDEP File Number: ' WPA Form 5 - Order of Conditions SE3- 4837 Massachusetts Wetlands Protection Act M:G.L. c. 131,.§40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings �. Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act.Check all that apply: a. ❑ Public Water Supply b. ® Land Containing Shellfish c. ® Prevention of Pollution d. ElPrivate Water Supply e. ® Fisheries f. ® Protection of Wildlife . Habitat g. ❑ Groundwater Supply h.. ® Storm Damage Prevention i_ ® Flood Control 2. This Commission hereby finds the project,as proposed,is:(check one of the following boxes) Approved'subject to: a. ® the following conditions which are necessary in accordance with the performance standards set forth in the wetlands.regulations.This Commission orders that all work shall be performed in. accordance with the Notice of Intent referenced above,the following General Conditions,and any other special conditions attached to this Order.To the extent that the following conditions modify or differ from the plans, specifications,or other proposals submitted with the Notice of Intent,these conditions shall control. 4 Denied because: b. ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations. Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued.A description of the performance standards which the proposed work cannot meet is attached to this Order.. c. El the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act.Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate.to protect the Acts interests, and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per310 CMR 10.05(6)(c).; Inland Resource Area Impacts: Check all that apply below. (For Approvals Only) 3. ❑ Buffer Zone Impacts:Shortest distance between limit of project disturbance and wetland boundary(if available) a.linear feet Resource Area Proposed Permitted Proposed` Permitted Alteration Alteration Replacement Replacement_ 4. ❑ Bank a.linear feet b.linear feet c.linear feet d.linear feet s. ❑ Bordering Vegetated Wetland a.square feet b.square feet c.square feet d.square feet 6. ❑ Land Under Waterbodies a.square feet b.square feet c.'square feet d.square feet and Waterways e.cry dredged . f.dy dredged wpaforrn5.doc- rev:2/27108 Barnstable revised 4111l200f3 Page 2 of 10 i Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands MassDEP File.Number. WPA Form 5 - Order of Conditions SE3 4837 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code B. Findings (cont.) Resource Area .Proposed Permitted Proposed Permitted Alteration' Alteration Replacement Replacement 7. ❑ Bordering Land Subject to Flooding a.square feet b.square feet c.square feet d.square feet Cubic Feet Flood Storage e.cubic feet f.cubic feet g..cubic feet h.cubic feet 8. ❑ Isolated Land Subject to Flooding a.square feet b.square feet. Cubic Feet Flood Storage c.cubic feet d.cubic feet e.cubic feet f.cubic feet s. ❑ Riverfront area a.total sq.feet b.total sq.feet Sq ft within 100 ft , c.square feet d.square feet e.square feet f.square feet Sq ft between 100-200 ft 9.square feet h.square feet i.square feet q j.square feet Coastal Resource Area Impacts: Check all that apply below. (For Approvals Only) 10. El Designated Port Areas Indicate size under Land Under the Ocean, below 11. ® Land Under the Ocean 6 s.f.-plings; 200s.f.-float sh b.square feet c.c/y dredged d.Gy dredged 12. El Barrier Beaches . Indicate size under Coastal Beaches and/or Coastal Dunes below 13. ❑ Coastal Beaches a.square feet b.square Feet. c.c/y nourishmt, d.c/y nourishmt. 14. ❑ Coastal Dunes a..square feet b.square feet c.cty nourishmt d.c/y nourishmt. 15. ❑ Coastal Banks a..linear feet b.linear feet 16. ❑ Rocky Intertidal Shores a.square feet b.square feet 17_ ❑ Salt Marshes a.square feet b.square feet c.square feet d.square feet .18. ❑ Land Under Salt Ponds a square feet b.square feet c..ciy dredged d.ray dredged 19: ® Land Containing 6 s.f.-plings, Shellfish - 200 S.f..float b.square feet c.square feet d.square feet 20. ❑ Fish Runs - Indicate size under Coastal Banks, inland Bank, Land Under the Ocean, and/or inland Land Under Waterbodies and Waterways, above. a.c/y dredged b.dy dredged 21.. ❑ Land Subject to Coastal . Storm Flowage - a.square feet v.square reef - - i - - wpaform5.doc• rev.2127108 Barnstable revised 4/112008 ' Page 3 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions sE3 4837 Massachusetts Wetlands Protection Act M.G.L. c.. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (only applicable to approved projects) 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; if does not authorize any injury to private property or invasion of private rights: 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applic able federal state, e,or local statutes,ordinances, bylaws,or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply:' a. the work is a maintenance dredging project as provided for in the Act;or b. the time for completion has been extended to P a specified date mo re than thre e years, but less than five years,from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the,extended time period are set forth-as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill Any fill shall contain no trash, refuse, rubbish, or debris,including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, i pipe,tires, ashes, refrigerators,motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have.elapsed,or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in . Registry of Deeds or the Land Court for the district in which the land is located,within the chain of title of the affected property. In the case.of recorded land;the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work-is to be done. In the case of the registered land,.the Final Order shall also be noted on the Land Court Certificate.of Title of the owner of the land upon which the proposed work is done.The recording information shall be'submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds,prior to the commencement of work. 9.. A sign shall be displayed at the site,not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or,"MassDEPJ "File Number SE3-4837 " wpaforrn5.doc• rev.2/27/08 Barnstable revised 4/11/2008 Page 4 of 10 t i Massachusetts Department of Environmental Protection Bureau of Resource Protection'=Wetlands MassDEP File Number: WPA Form 5 - Order of Conditions SE3- 4837 Massachusetts Wetlands Protection Act M.G.L. c..131, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before MassDEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance(WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order: 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental mental Protection shall have the right to enter and,inspect the area subject to this Order at reasonable hours to evaluate compliance with the.conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. 15. This Order of Conditions shall applyto any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work,and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place,the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed-areas have been fully stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or water body. During construction,the applicant or his/her designee shall inspect the.erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately.notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls; it may deem necessary.Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved,by this Order. 18. The work associated with this Order is(1)0 is not(2)❑ subject to the Massachusetts''. Stormwater Policy Standards.'If the work is subject to the Stormwater Policy,the following conditions apply to this work and are incorporated into this Order: a) No work, including site preparation,land disturbance,construction and redevelopment,shall commence unless and until the.construction period pollution prevention and erosion and sedimentation control plan.required by Stormwater Standard 8 is.approved in writing by the issuing authority. Until the site is fully stabilized,construction period erosion,sedimentation and pollution control measures and best management practices(BMPs)shall be implemented in accordance with . the construction period pollution prevention and erosion and sedimentation control plan, and if applicable,the.Stormwater Pollution Plan"required by the National Discharge Elimination System Construction General Permit: wpaform5.doc•rev.2/27108 Barnstable revised 4/11/2008 Page 5 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection- Wetlands MassDEP File Number. WPA Form 5 - Order of Conditions SE3- 4837 Massachusetts.Wetlands Protection Act M.G.L. c. 131,.§40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection,Act (cont.) b) No stormwater runoff may be discharged to the post-construction.stormwater BMPs until written approval is received from the issuing-authority. To request written approval, the following must be submitted: illicit discharge compliance statement required by Stormwater Standard 10 and as-built plans signed and stamped by a registered professional engineer-certifying the site is fully stabilized; all construction period stormwater BMPs and any illicit discharges to the stormwater management system have been removed;and all post-construction stormwater BMPs were installed in accordance with the plans(including all planting plans)approved by the issuing authority,and have been inspected to ensure they are not damaged and will function properly. c) Prior to requesting a Certificate of Compliance,the responsible party(defined in General Condition 18(e))shall submit to the issuing authority an Operation and Maintenance (O &M) Compliance Statement for the Stormwater BMPs. This Statement shall identify the responsible party for implementing the Operation and Maintenance Plan and also state that: 1. "Future responsible parties.shall be notified in.writing of their continuing legal responsibility to operate and maintain the stormwater management BMPs and implement the Pollution Prevention Plan; and 2.The Operation and Maintenance Plan for the stormwater BMPs is complete and will be implemented upon receipt of the Certificate." d) Post-construction pollution prevention and source control shall be implemented in accordance with the long-term pollution prevention plan section of the approved Stormwater Report and,if applicable,the Stormwater Pollution Prevention Plan required by the National Discharge Elimination System Multi-Sector General Permit. e) Unless and until another party accepts responsibility,the issuing authority shall presume that the responsible party for maintaining each BMP is the landowner of the property on which the BMP is located. To overcome this presumption,the landowner of the property must submit to the issuing authority a legally binding agreement acceptable to the issuing authority evidencing that another entity has accepted responsibility for maintaining the BMP,and that the proposed responsible party shall be treated as a permittee for purposes.of implementing the requirements of Conditions 18(f)through' .18(k)with respect to that BMP. Any failure of the proposed responsible party_to implement the requirements of Conditions 1.8(o through 18(k)with respect to that BMP shall be a violation of the Order of Conditions or Certificate of Compliance. In the case of stormwater BMPs that are serving more than one lot,the legally binding agreement shall also identify the lots.that will be serviced by the stormwater BMPs. A plan and easement deed that grants the responsible party access to perform the required operation and maintenance must.be submitted along with the legally binding agreement. f) The responsible party shall operate,and maintain all stormwater BMPs in accordance with the design plans,the Operation and Maintenance Plan section of the approved Stormwater Report,and the Massachusetts Stormwater Handbook. . g) The responsible party shall: 1. Maintain an operation and maintenance log for the last three years including inspections, repairs,replacement and disposal (for disposal the log shall indicate the type of material and the disposal location); 2. Make this log available to MassDEP and the Conservation Commission upon request;and 3. Allow members and agents.of the MassDEP and the Conservation Commission to enter and inspect the premises to evaluate and ensure that the responsible party complies with the Operation and Maintenance requirements for each BMP set forth in the Operations and Maintenance Plan approved by the issuing authority. h) 'AlLsediments.or.other contarninants removed from stormwater BMPs shall be disposed of in accordance with all applicable federal,state,and local laws and regulations. i) illicit discharges to the stormwater management system as defined in310 CMR 10.04 are prohibited wpaform5.doc rev.2/27108 Barnstable revised 4/11/2008. i Page 6 of 10 i i Massachusetts Department of Environmental Protection Bureau of Resource Protection-Wetlands MassDEP File Number: WPA Form 5 — Order of Conditions SE3- 4837 Massachusetts Wetlands Protection Act M.G.L. c. 131,, §40 and § 237-1 to § 237-14 Town of Barnstable Code C. General Conditions Under Massachusetts Wetlands Protection Act (cont.) j) The stormwater management system approved in the Final Order of Conditions shall not be changed without the prior written approval of the issuing authority. Areas designated as qualifying pervious areas for purpose of the Low Impact Site Design Credit shall not be altered without the prior written approval of the issuing authority. k) Access for maintenance of stormwater BMPs shall not be obstructed or blocked. Any fencing constructed around stormwater BMPs shall include access gates. Fence(s)shall be at least six inches above grade to allow for wildlife passage. Special Conditions(if you need more space for additional conditions, please attach a text document): D. Findings Under Municipal Wetlands Bylaw or Ordinance 1. Is a municipal wetlands bylaw or ordinance applicable? ® Yes ❑ No 2. The Barnstable hereby finds(check one that applies): - Conservation Commission a. ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: 237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Condifions is issued, b. '® that the following additional conditions are necessary to comply with a municipal ordinance or bylaw: §237-1 to§237-14 Town of Barnstable Code 1.Municipal Ordinance or Bylaw 2.Citation 3. The Commission orders.that.all work shall be performed in accordance with the following conditions and with the Notice of intent referenced above.To the.extent that the following conditions modify or differ from the plans,specifications, or other proposals submitted with the Notice of Intent,the conditions shall control. The special conditions relating to municipal ordinance or bylaw are as follows(if you need more space for additional conditions,attach.a text document): See pp. 7.1, 7.2,and 7.3. . wpaforrn5.doc• rev,2/27/08 Bamstable revised 4/11/2008' Page 7 of 10. E3-4837 Name: Thomas DeVesto Approved Plan= July 15,2009 Site Plan by Stephen Wilson,P.E. Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences: The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re-landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 4 and continue on pages 5 through 7. The Special Conditions are contained on pages 7.1,7.2 and 7.3 if necessary.All conditions require your compliance: II. Prior to the start of work,the following conditions shall be satisfied: ' 1. Within one month of receipt of this Order of Conditions and'prior to the commencement of any work approved herein,General Condition number 8(recording requirement)on page 4 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The.applicant shall provide copies of.the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission Prior to the start of work 3. General Condition 9 on page 4(sign requirement)shall be complied with: . 4. The Conservation.Commission shall receive written notice one(1)week in advance of the start of work: 5. The Natural Resources Department shall be notified at least twenty-one(21)working days prior to the start . of work at the site,to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable, shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following... construction. The foregoing in for shellfish protection shall ensue at the expense of the applicant. 6. A revised plan shall be submitted showing the deletion of the boat lift and the provision of float stops. . T. A permanent deed restriction in a form acceptable to the Town Attorney shall be recorded which provides the owners of the property to the south(map 073 Parcel 007)permission to utilize the pier. Page.7 III. The following additional conditions shall govern the project once work begins: 8. General conditions No. 12 and No.13 (changes in plan)on page 5 shall be complied with. 9. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. 10. Unless extended,this permit is valid'for three years from the date of issuance until SEP I t 2012 11. CCA-treated piling and structural timber(greater than 3 inches thick)are allowed.Otherwise,no CCA- treated or creosote-treated materials shall be used. .12. No dredging(including but not limited to effects of propeller wash)is permitted herein.Deepening the berth by propeller scouring is strictly prohibited under this Order. 13. The seasonal storage of floats shall be at a suitable upland site. Floats shall not be stored on banks, beaches,marshes or dunes. 14. Float stops shall be installed to keep the float a minimum of 1 ft.above the substrate at low tide. 15. Permanent piling shall be driven into'place. Some initial pilot hole jetting is allowed. The following special conditions in italics shall govern boat use at the approved pier. These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier" shall refer not only to the linear pile-supported structure;but also to any of its components or appendages such as the float(s),ell,tee,'ramp,outhaul piling,etc. 16. No boat shall be used or berthed at the approved pier such that at any time less than 12 inches of water resides between the bottom of the boat or the propeller in the full.downward position, whichever is lower, and the top of the substrate. 17. A.small sign shall be displayed at the end of the pier. It shall read SE34837;835 Old Post Road Limitations: • ' Props 12"above bottom,all times • Only small non-motorized craft at float •` 'Inside-ell for 27-ft.Grady White, drafting 36" 18. Any desired pier lighting shall receive prior approval of the Conservation Commission. ' 19. Lead piling caps shall not be used. Page 7.2 20. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to provide a minimum 12"clearance for the work barge above the'substrate: IV. After all work is completed,the following condition shall be promptly met 21. At the completion of work,or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. 4 Page 7.3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands 'MassDEP File Number WPA Form 5 - Order of Conditions sE3-,:4837 Massachusetts Wetlands Protection.Act M.G.L. c. 131, §40 and § 237-1 to § 237-14 Town of Barnstable Code E. Issuance This Order is valid for three years, unless otherwise specified as a special 'Up 1 0�o�� condition pursuant to General Conditions#4,from the date of issuance. 1.Date o sf7 since Please indicate the number of members who will sign this form: 7 This Order must be signed by a majority of the Conservation Commission. 2.Number Signers The Order must be mailed by certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office, if not filing electron ically,and the property owner, if different from.applica Sig ures: Notary Acknowledgement Barnstable Commonwealth of Massachusetts County of _ On this Day Of Mon Year: Before me,the undersigned Notary Public, personally.appeared Name of Document Signer proved tome through satisfactory evidence of identification,which'mas/were Description of evidence of identification to be the person whose'name is signed on the preceding or attached document,and acknowledged to me that he/she signed it voluntarily for,its stated purpose. r As member of Barnstable ',•j.� y , city/Town Conservation Commission U ' S ature of Notary Public a to i OPP,,�, Printed o . ARY PUBLIC' Place notary seal and/or any stamp above OFMAMAMUM My Com i x SION D�fRES 10-29 015 This Order is issued,to the applicant as follows: El Ll by hand delivery'on 6y ce reipt `requested on J. Date Name; Signature :Date vMaform5.doc•rev.2127/08 Barnstable revised 4/11/2008 Page 8 of 10 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands MassDEP File Number: WPA Form 5 — Order `of Conditions SE3- 4837 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 and § 237-1 to § 237-1.4 Town of Barnstable Code F. Appeals . .The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order,or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate MassD EP Regional Office to issue a Sup erseding perseding`Order of Conditions.The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Request of Departmental Action Fee_Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy.of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.Any appellants seeking to appeal the Department's Superseding Order associated with this appeal will be required to demonstrate prior participation in the review of this project. Previous participation in the permit proceeding means the submission of written information to the Conservation Commission prior to the close of the public hearing, requesting a Superseding Order " or Determination, or providing written information to the Department prior to.issuance of a Superseding Order or Determination: The request shall state clearly and concisely the'objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act(M.G:L.c. 131,§40),and is inconsistent with the wetlands regulations(310 CM 10.00). To the extent that the Order is based on a municipal ordinance or bylaw,and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction: Section G, Recording Information is available on the following page. a y wpaform5.dx• rev.2/27/08 Samstable revised 4/11/2008 Page 9 of 10 .x r BMSTABLE REGISTRY OF DEEDS e Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00' Water-Dependent, Nonwater-Dependent,Amendment Important:When filling out A. Application Information (Check one) forms on the computer, use NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing only the tab key Package.for BRP WW06. to move your cursor-do not PP use the return Name (Complete Application Sections) Check One Fee Application# key. WATER-DEPENDENT- General A-H ( ) ®.Residential with <4 units $175.00 BRP WW01a ❑ Other, $27000 BRP WW01 b ❑ Extended Term $2730.00 BRP WW01c For assistance . in completing this Amendment(A-H) ❑ Residential with <4 units $85.00 BRP WW03a application,please - see the "Instructions". ❑Other' $105.00 BRP.WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with <4 units 545.00 BRP WW1$ 5a Other $1635.00 BRP WW15b . ❑ Extended Term $2730.00 BRP WW15c Partial (A-H) ❑ Residential with <4 units $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b [] Extended Term $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $545.00 BRP WW16a El Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c -----.-..-..------------------•- -----.............................................. - - - - - - - - - ___ Joint MEPA/EIR(A H) ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c Amendment(A-H). ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Term '$1o90.O0 BRP WW03e CH91App.doc-Rev.6/06.;r Page 1 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Chapter 91 Waterways License Application -310 CnnR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: T�omasDeuesta _ Name E-mail Address �_-a��amworth�Road Mailing Address Note:Please refer to the"Instructions" WTUR Massactiuse o2_4S'g City/Town State Zip Code FW77A WHOM Telephone Number Fax Number 2. Authorized Agent(if any): tep Fenn f or P sysrtlsor bascter nye orn Name E-mail Address BaxterNye Engineertn8�Surveytn �78 North Street Mailing Address lijrartis Nfas$aciusetfs P si1, City/Town State Zip Code Sod`- '771- 7 Scat cx� /3 508 7 t 622 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) �sse�ssors�lla�=:1�73,�Pa�e�U06 00 Tax Assessor's Map and Parcel Numbers Latitude Longitude 835Dl ,rPost Roay, Cnt�ttllaacse Street Address and City/Town State Zip Code 2. Registered Land E.Yes. ❑ No 3. Name of the water body where the'projectsite is located: Cotuit Bay, Cotuit Narrows 4. Description of the water body in which the project site is located PP check all that apply): ( )Y Type Nature Designation ❑ Nontidal giver/stream . ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area El Filled tidelands ❑ Uncertain ❑Ocean Sanctuary ❑ Great.Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.6/06 Page 2 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" Non-commercial docking and boating access to navigable water 6. What is the estimated total cost of proposed work (including materials & labor)? $19,000.00 7. List the name &complete mailing address of each abutter(attach additional sheets, if necessary).,An abutter is defined as.the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across.a waterbody from the project. Please refer to attached sheet Name Address Name Address t Name Address , D. Project Plans 1. I have attached plans formy project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) . 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate r Date of Issuance ®Wetlands SE 3-4837 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA,Secretary Certificate Date ❑ 21E Waste Site Cleanup RTN Number CH91 App.doc<Rev.6/06 Page 3 of 13 Massachusetts Department of Environmental Protection - Bureau of Resource Protection -Waterways Regulation Program 'x231949 Chapter 91 Waterways License Application 310 CMR 9:00 Transmittal"°. Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application . correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the.Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." hereby certify that the information submitted in this application is true and accurate to the best of my„ knowledge.., Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's signature(if applicable) Date CH91App.doc•Rev.6106 Page 4 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection Waterways Regulation Program x231949. Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑ Maintenance Dredging (include last dredge date &permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume (cubic yards)of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑. Other . 4. Describe disposal method and provide disposal location(include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc-Rev.6/06 Page 5 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Thomas DeVesto Name of Applicant . 835 Old Post Road Cotuit Narrows Cotuit Project street address Waterway Cityrrown Description of use or change in use: Add ramp&float and outhaul piles to existing dock(License#8864)for recreational boating. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Z Print d Name of Municipal Official Date Barnstable ature of unicipal Official Title City/town CH91App.doc•Rev.6/06 Page 6 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment H. Municipal Planning Board Notification Notice to Thomas DeVesto Applicant: Name of Applicant Section H should 835 Old Post Road Cotuit Narrows cotuit be completed and Project street address Waterway City/Town submitted along with the original Description of use or change in use: application material. Add ramp&float and outhaul piles to existing dock(License#8864)for recreational boating. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans have been submitted by the applicant to the municipal planning board." 2 Prin ed Warne of Municipal Official Dam r r ( okt__Barnstable g ature o Municipal Officia Title Cityfrown. Note: Any comments, including but not limited to written comments, by the general public, applicant, municipality,'and/or an interested party submitted after the close of the public comment period pertaining to this Application shall not be considered, and shall not constitute a basis for standing in any further appeal pursuant to 310 CMR 9.13(4)and/or 310 CMR 9.17. . E CH91App.doc•Rev.6/06 _ Page 7 of 13 . Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X231949 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent,Nonwater-Dependent,Amendment Appendix A: License Plan Checklist General View ® PE or RLS, as deemed appropriate by the Department, stamped and signed,in ink, each sheet within 8 1/2 inch by 11 inch border ® Format and dimensions conform to "Sample Plan"(attached) ® Minimum letter size is 1/8 of an inch if freehand lettering, 1/10 of an inch if letter guides are used ® Sheet number with total number in set on each sheet ® Title sheet contains the following in lower left:Plans accompanying Petition of[Applicant's name, structures and/or fill.or change in use, waterway and municipality]. ® North arrow ® Scale is suitable to clearly show proposed structures and enough of shoreline, existing structures and roadways to define its exact location ® Scale is stated &shown by graphic bar scale on each sheet ® Initial plans may be printed on bond; final plans due before License issuance must be on 3mil Mylar. Structures and Fill ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® All Structures and Fill shown in full BLACK lines, clearly labeling which portions are existing, which are Proposed and indicating Existing Waterways Licenses ® Cross Section Views show MHW*and MLW*and structure finish elevations ❑ Dredge or Fill, actual cubic yardage must be stated and typical cross sections shown ® Actual dimensions of structures(s)and or fill and the distance which they extend beyond MHW* or OHW* ❑ Change in Use of any structures on site must be stated *See 310 CMR 9.02,Waterways Regulations definitions of High Water Mark, Historic High Water Mark, Historic Low Water Mark, and Low Water Mark. Note DEP may, at its discretion, accept appropriately scaled preliminary plans in lieu of the plans described above: an general, DEP will accept preliminary plans only for non-water dependent projects and projects covered by MEPA to address site design.components such as visual access; landscaping &site coverage.,Anyone wishing to submit preliminary plans must obtain prior approval of the DEP Waterways Program before submitting them with their application. CHMpp.doc•Rev.6106 Page 8,of 13 Massachusetts Department of.Environmental Protection Bureau of Resource Protection -Waterways Regulation Program M1949 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix A: License Plan Checklist (cont.) Boundaries ® Property lines, full black lines, —, along with abutters'.names and addresses ® Mean High Water(MHW)*or Ordinary High Water(OHW)", full black line ® Mean Low Water(MLW)*, black dotted line, (... .........) ❑ Historic MHW*or OHW*(----) ❑ Historic MLW* ❑ State Harbor Lines, black dot-dash line(—.—. —)with indication of Chapter&Act establishing them (Ch. Acts of) ® Reference datum is National Geodetic Vertical Datum(NGVD)or(NAVD). ® Floodplain Boundaries according to most recent FEMA maps, ❑ Proposed & Existing Easements described in metes& bounds Water-Dependent Structures ® Distance from,adjacent piers, ramps or floats(minimum distance of 25'from property line, where feasible) ❑ Distance from nearest opposite shoreline . ❑ Distance from outside edge of any Navigable Channel ® Access stairs at MHW for lateral public passage, or 5 feet of clearance under structure at MHW. , Non Water-Dependent Structures ❑ Depict extent of"Water-dependent Use Zone": See Waterways Regulations at 310 CMR 9.51453 for additional standards for non water-dependent use projects. Note: Final Mylar project site plans will be required upon notice_from the Department, prior to issuance of the Chapter 91 Waterways License. CH91App.doc•Rev.6/06 Page 9 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program X231949 Transmittal No. Chapter 91 Waterways License Application -310 cMR 9.00 Water-Dependent,Nonwater-Dependent,Amendment. Appendix A: License Plan Checklist Cont. w Reg istry Statement CD 31/2 inche .5 inches Locus ` Map 3 First Sheet 0 my co a 1 „ 1-2114 incfie . U Sample Plan 81121n ch e P.E. of . RIS sump -3 3/4 inch e Plan Accompany ing Petition of..: DEP stamp First Sheet Only 3/4 Border CHMpp.doc•Rev.6/06 Page 10 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program X231949 Transmittal No. Chapter 91 Waterways.License Application -310 cMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix B: Dredging Permit Plan Checklist For projects applying.for dredging permits only, enclose drawings'with the.General Waterways" Application that include the following information:' General View w ❑ Submit one original of all drawings. Submit the fewest:number of. 'heets npecessary to adequately illustrate the project on 8-1/2 inch X 11 inch paper: i ❑ A 1-inch margin should be left at the top edge of each.drawing for purposes of reproduction and binding. A 1/2 inch margin is required in the three other edges. ❑ A complete title block onfeach drawing submitted should identify the project and contain`the . name of the waterway; name of the applicant; number of the sheet and.total number of sheets in the set; and the date the drawing was prepared. , ❑ Use only dot shading, hatching; and dashed`or dotted line to show or indicate particular features of the site on the drawings. ❑ If deemed.appropriate by the Department certification by the Registered Professional Engineer, or Land Surveyor is included. Plan View El North Arrow. • Locus Map ❑ Standard engineering scale. ❑ Distances from channel,lines and structures if appropriate. ❑ Mean high water and mean low water shorelines,(see definitions of,"High Water Mark"*and"Low Water Mark"at 310<CMR 9.04 C. 91,Regulations). ❑ Dimensions of area proposed to be dredged or.excavated: ❑ Notation or indication of disposal site. ❑ Volume of'proposed dredging or excavation. ❑ Ordinary high water, proposed drawdown level, and natural (historic) high water(for projects . lowering waters of Great Ponds):: Section Views. El 'Existing bottom and bank profiles: , El'Vertical and/or horizontal scales: ❑ Proposed and existing depths relative to'an indicated datufn. ❑ Elevation and details of control structure(for projects lowering'waters of Great Ponds) , QH91App.doc•Rev.6/O6 Page 11 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x231949 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist Please answer all questions in the General Waterways Application form. If a question does not apply to your project write"not applicable (n/a) in that block. Please print or type all information provided on the form. Use black ink(blue ink or pencil are not easily reproducible, therefore, neither will be accepted). If additional space is needed, attach extra 8-1/2"x 11"sheets of paper. ❑ Proper Public Purpose: For nonwater-dependent projects, a statement must be included that explains how the project serves a proper public purpose that provides greater benefit than detriment to public rights in tidelands or great ponds and the manner in which the project meets the applicable standards. If the project is a nonwater-dependent project located in the coastal zone, the statement should explain how the project complies with the standard governing consistency of the policies of the Massachusetts Coastal Zone Management Program, according to 310 CMR 9.54. If the project is located in an area covered by a Municipal Harbor Plan, the statement should describe how the project conforms to any applicable provisions of such plan pursuant to 310 CMR 9.34(2). ® Plans: Prepared in accordance with the applicable instructions contained in Appendix A-B of this application. For initial filing, meet the requirements of 310 CMR 9.11(2)(b)(3). ® Applicant Certification:All applications must be signed by"the landowner if other than the applicant. In lieu of the landowner's signature,the applicant may provide other evidence of legal authority to submit an application for the project site."If the project is entirely on land owned by the Commonwealth(e.g. most areas below the current low water mark in tidelands and below the historic high water mark of Great Ponds),you may simply state this in lieu of the"landowner's signature". ® Municipal Zoning Certification: If required, applicants must submit a completed and signed Section E of this application by the municipal clerk or appropriate municipal official or, for the initial filing, an explanation of why the form is not included with the initial application. if the project is a public service project subject to zoning but will not require any municipal approvals, submit a certification to that effect pursuant to 310 CM 9.34(1). ® Municipal Planning Board Notification:Applicants must submit a copy of this application to the municipal planning board for the municipality where the project is located. Submittal of the complete application to DEP must include Section H signed by the municipal clerk, or appropriate municipal official for the town where the work is to be performed, except in the case of a proposed bridge, dam, or similar structure across a river, cove, or inlet, in which case it must be certified by every municipality into which the tidewater of said river, cove, or inlet extends. ® Final Order of Conditions:A copy of one of the following three documents is required with the filing of a General Waterways Application: (1)the Final Order of Conditions (with accompanying plan) under the Wetlands Protection Act; (2) a final Determination of Applicability under that Act stating that an Order of Conditions is not required for the project; or(3)the Notice of Intent for the" initial filing (if the project does not trigger review under MEPA). ❑ Massachusetts Environmental Protection Act(MEPA): MGL 30, subsections 61-61A and 301 CMR 11.00;submit as appropriate: a copy of the Environmental Notification Form (ENF)and a Certificate of the Secretary of.Environmental Affairs thereon, or a copy of the final Environmental Impact Report(El R)and Certificate of the Secretary stating that it adequately and properly - complies with MEPA; and any subsequent Notice of Project change and any determination issued thereon in accordance with MEPA. For the initial filing, only a copy of the ENF and the Certificate of the Secretary thereon must be submitted. ,.Note: if the project is subject to.MEPA,the Chapter 91 Public Notice must also be submitted to MEPA for publication in the"Environmental Monitor".MEPA filing deadlines.are the 15th and 30th of each month. C1­191App.doc•Rev.6/06 Page 12 of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program 'X231949 Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment Appendix C: Application Completeness Checklist (cont.) - ❑ Water Quality Certificate: if applicable, pursuant to 310 CMR 9.33, is included. ❑ Other Approvals: as applicable pursuant to 310:CMR 9.33 or, for the initial filing, a list of such approvals which must be obtained: Projects involving dredging: ❑ The term"dredging" means the removal of materials including, but not limited to, rocks, bottom sediments,.debris, sand, refuse, plant or animal matter, in any excavating, clearing, deepening, widening or lengthening, either permanently or temporarily, of any flowed tidelands, rivers, streams, ponds or other waters of the Commonwealth. Dredging includes improvement dredging, maintenance dredging, excavating and backfilling or other dredging and subsequent refilling. Included is a completed and signed copy of Part F of the application. Filing your Completed General Waterways Application: ® For all Water-Dependent applications-submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application&Payment to the appropriate DEP regional office(please refer to Pg. 10 of the"Instructions"for the addresses of DEP Regional Offices). ❑ For all Non Water-Dependent applications—submit a completed General Waterways Application and all required documentation with a photocopy of both payment check and DEP's Transmittal Form for Permit Application &Payment to DEP's Boston office. Department of Environmental Protection Waterways Regulation Program One Winter Street Boston, MA 02108 ® Application Fee Payment for ALL Waterways Applications: Send the appropriate Application fee"(please refer to Page 1.of the"Application"), in the form of a check or money order, along with DEP's Transmittal Form for Permit Application &Payment. Department of Environmental Protection P.O. Box 4062 Boston,.MA 02211 *Under extreme circumstances, DEP grants extended time periods for payment of license and permit application fees. If you qualify, check the box entities"Hardship Request" on the Transmittal Form for Permit Application &Payment. See 310 CMR 4.04(3)(c)to identify procedures for making a hardship request. Send hardship request and supporting documentation to the above address. NOTE: You may subject to a double application fee if your application for Chapter 91 authorization results from an enforcement action by the Department or another agency of the - Commonwealth or its subdivisions, or if your application seeks authorization for an existing unauthorized structure or use. CH91App.doc•Rev.6/06 Page 13 of 13' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION _ r• � Q map Parcel �'' - Permit# Health Division �-..- � � ll o� ��, " Date,lssued t ( � f o Conservation Division qt, P9y; �f ; , Fee �� SD ,Tax Collector j I Treasurer Project Street Address 5 Village Co TLC/r Owner TO . < Telephone 'Permit Request 3 Y— �— ' a Square feet: 1st floor:,existing proposed 2nd floor:existing Zg proposed, Total new Estimated Project Cos h,5—OUV Zoning District ' Flood Plain Groundwater Overlay Construction Type - Lot Size A0f_S' Grandfathered: ❑Yes • YNo +If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes to On Old King's Highway: ❑Yes �Mo t Basement Type: ❑Full+ ❑Crawl _Walkout ❑Other` Basement Finished Area(sq.ft.)- ZOeia Basement Unfinished Area(sq.ft) Number of Baths: Full:-existing new Half:existing new Number of Bedrooms: existing O new: Total Room Count(not including baths): existing new ` First Floor.Room Count Heat Type and Fuel: Gas ❑Oil WElectric ❑Other •Central Air: ?Yes ❑No Fireplaces: Existing _ New Existing wood/coal stove: ❑Yes �Wo Detached garage:,❑existing ❑new size Pool:L existing Pi iew size /9'Y*' Barn:❑existing ❑new size a Attached garage existing ❑new size Shed:❑existing 0 new size Other: Zoning Board of Appeals KuWorization:❑ Appeal#T Recorded❑ Commercial' ❑Yes. ❑No If yes,site plan review# Current Use Proposed Use { BUILDER INFORMATION "IName AZ"OC ICA8J 6 WUf 7C PO-O ephone Number ? 6 — 7Z Address 5�_40 C -- Cicense# me Improvement Contractor# -,Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE' DATES 0 ' r FOR OFFICIAL USE ONLY PERMIT NO. ���' M a• - _ ; DATE ISSUED s MAP/PARCEL'NO'' ADDRESS '^` i f.t VILLAGE OWNER ;r^ DATE OF INSPECT_ION ,, y :• ! r FOUNDATION'' £� � +� ► •.: „ - t t , '. p.• - 1 FRAME , ,. INSULATION a ' FIREPLACE yp � '- � ~✓ _ F i � r - ELECTRICAL: ROUGH' - FINAL PLUMBING: ROUGH FINAL ; ^^ GAS: s ROUGH FINAL Ay7` FINAL BUILDING' L �:L!% ""� t Y DATE CLOSED OUT _ i ASSOCIATION PLAN NO. - Oct.28 '98 9:22 AMERICAN POOLS TEL 508-336-8792 P. 2 t7Ct-28-9 I �8 08:46.4 CambridgQ sovndworks 508 428 177, P.03 The Commonwealth of Massachusetts r Deparrment of Industrial Accidents .' �� O1��e tllB�sll�UO�s 600 Washington Street Boston,Mass. O2111 Workers'Cow eandon temrmoo Aflldavit tocatlan� 9 5�. d G•/� �'J(I_S j j�1�. ' +-�+�� ■r r� ..r�i � r r�rr�r rr r city C; e►T a4 2homs 8 en, L/.7e 1 0 l a*a hameawnu perform ng slt work myself I am a sole at And have no one i%r4a _g in aav ea atity [am an emplever providing vvorktn's' compensation for my emplovees workin$on this job. ccarngnv erne y� 3 J (�Q^` � :. eity: rs a l am a sole prop etor, general coot o , r homeowner cle one)mad have hired the contractors listed below who have . the rollmving w rkers•comp lion 1 cos: l� name,musav C cc G. C f/ .. it e -4 M., sa me Um enynayc <:>�'.,• �.:y :-:.. i a tr M FaQure to yentas co*eea�e rego "order 5ecdon 1EA of MCL 152 can lead to the Imposition of uhnliW peoYaldea at a Ane op to 11�t w aWor am yeas'intpetlonn ent as wea as drii peamides in ove roan of a STOP 1YORK ORDER and a Bao Of i100.00 a day afalnt ptt. t vtAdt"mad list a Copy of"swenteat may he roraru ded to the 4mce orlmrgtieadom otun DU for so-rage vetdkedom I do hereby certify!+n'der the arrd penaiiia isf pedury that tkt information provided above&Parr and eoomweti �tha ute •/ e.q '`..f� `� y D�� C(03.9�hmck up emly do nat write U ails area to be nrriph!tad by c1y or toent otOdal owm peeudtAlaeuse if 8W1CInf DOPE LkmalnQ loud tf Ltmardiate rwponam b required Sdomsert'e OMM �oeraon: phone A QUQtller.r I A_b 6' 0 13=6' 8=C- 7=0 e 3.5 :ADG . 18X9i IS' 8' ' .�" q, � 4.0 o 36' 4' O 7'•p W g. • 00 20x40 20' dp' 5;'- T6" 13'-6 Wp ' '' VNIN( kD w i I AN .A. "A' Y o' RAV TYP. o S.S. 4AIbV2Al L ® ® MR '► -M F� — L'UMATICALLY PLACEV CDWCRErE Q+' aATeRr`ME T1lE. °' `sue co�G�I"C SMALL NAVE A MIMIMdM GoMpRESivr- , . . VOCX 3TKl9NCiTW of 4000 1! S. 1. t26 pAy,, V4 TO 3L W9ItC- 5AKV VA5c MARC17E- ?,Lj1415N . =Rtl►1FoRC1IJ�y STEeL S►JALL GotJ1Go1CM To A& 1 r-ee OJA-WP,4 A-C4P.,6K.W.. LAP ALL PIVII44 BOARV r-C OAR'S MIMIMlM OP 40 PIAMLTE{CS AT 3PLICe•5 A►IP. CosigeorS. 1f1 'MAX. 6 YooL WATPR ln7e ( qP .s POT14 NVAY45 r t'o'm1w, ! WALLS { FLopR <n A•R t9 1p r C6 P1CAL !VALE DETAIL ® . SCSLE 4" a1•- o• AMMf-A14 ut4l irou G 5 Ilk. Y AEI M.W14 SEEKoMK 5 C T T of-: AItS o SGA LE' �� POOL CON5TL?Lk:TIOR P4 T E A- 19 Q I 1'RAtW rdGl 0 li THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) Im ^�C"- IL DATA Oct.28 199 9:23 AMERICAN POOLS TEL 508-336-8792 P. 3 t �'�,0��' •a:.+t;• # BEItRTNENT K f+lllllt; i. r 10w ; 0 CON�OM SOiE111 Restricted To: � i 60 Note •' ., ': • 10 milli oily t i6 i t 2 heily L �y��'':. a t Failure to vo»eu o auras t0i i Nasuclecetto Stitt owdiq tt t .! ie cause for revecttioN of Mo 1 .•F •: i z�< • a �.y is PHONE CALL f f:: FOR DATE �`� E .31 X. PHONED OF— PHONE ��(o _ �' YOURETURCALOL AR o❑-) ry x sioN LEASE CALL ,•, .`, •� , ES AGE WILL CALL tt ! n ® cQ AGAIN CAME TO SEE YOU WANTS TO SEE YOU SIGNED U iverSal 48003 f TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 073 006 GEOBASE ID :; 3829 ADDRESS 835 OLD POST ROAR PHONE Cotuit ZIP Lot BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT x , PERMIT 10813 DESCRIPTION SINGLE FAMILY :RESTDENCE PERMIT, TYPE BCOO TITLE, CERTIFICATE OF 50Mt antment of Health, Safety CONTRACTORS and Environmental Services ARCHITECTS: TOTAL FEES: , _ t ptrIm BOND $.00 CONSTRUCTION COSTS $.00 753 MISC. NOT CODED ELSEWHERE , HAItN3PABLFr, ; ibgq. A� OWNER DE VESTO, THOMAS ED ADDRESS � 835 OLD POST ROAD COTU I T, MA t BUILDING'- VIIS N DATE ISSUED 1.0/1.0/1995 EXPIRATION DATE BYE DIVISION APPROVALS FOR l CERTIFICATE OF OCCUPANCY TO BE SIGNED BY.EACH DIVISION HEAD UPON COMPLETION BUILDING: p r DATE: 1 COMMENTS' ' PLUMBING: ' DATE: COMMENTS: d R_ ELECTRICAL: DATE: v COMMENTS: GAS: DATE: COMMENTS: CONSERVATION: DATE: COMMENTS: OKH: DATE: COMMENTS: HISTORIC: DATE: COMMENTS: FIRE DEPT.: DATE: COMMENTS: OTHER: DATE: COMMENTS: TURN THIS IN TO THE BUILDING COMMISSIONER AFTER ALL SIGN-OFFS AR COMPLETED.A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AT THAT TV - TOWN Off' .BARNS.CABLE CERTIFICATE OF OCCUPANCY PARCEL ID 073 008 GEOBASE. ID 31329 ADDRESS 836 OLD POST.ROAp :PRONE COtuit ZIP LOT BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT. CT PERMIT 10813 DESCRIPTION SINGLE FAMILY RESIDENCE � -PE;RMIT TYPE BCOO TITLE CERTIFICATE OF OM&T dMient of Health, Safety CONTRACTORS: and Environmental Services ARCHITECTS: i TOTAL FE: S: BOND $>OO CONSTRUCTION COSTS � 753 MI SC. . NOT CODED ELSEWHERE * HARNSTABLE. *' � 1639. OWNER DE VESTO� THOMAS E� A ADDRESS 835 OLD POST ROAD I COTU I T MA BUILD V ,SIGN j DATE ISSUED 10/10/A95 EXPIRATION DATE BY I I THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN CROACHMENTS 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 BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY.POST THIS CARD SO IT IS VISIBLE FROM STREET J I I BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 I i I I I - I I 2 2 2 I I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT j 2 BOARD OF HEALTH _ I OTHER: SITE PLAN REVIEW APPROVAL I I JI 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 VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION.: 508-790-6227 I BUILDING PERMIT BUILDING PERMIT ' ;XN OF BAARMRNSTABLE, MASSACHUSETTS 7�jd� W� DATE Apri 1 19 19 95 PERMIT NO. N0 !3 a " 6 APPLICANT Brian T. n rr- ADDRESS ' Genterville N0. l5 UCENSEI NUMBER OF PERMIT TO Tilli id dWP11 ing (1) STORY Single f.imlikiy ra d aienCe DWELLING UNITS 1 (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) 335 Old Po7,r ROa d Corulf DISTRICT (NO.) (STREET) BETWEEN AND (FROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: (jjgWjASQ 77( I AREA OR VOLUME 5225 sq. ft. ESTIMATED COST $ 660,000 PERMIT $ 470.25 _ (CUBIC/SQUARE FEET) ( OWNER Thomas DeVestO A 1 ee ADDRESS 335 Old POBt Road, Cotuit Bx.-� P� THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- PROVED 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 THREE CALL -APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT 8E OCCUPIED UNTIL MEMBERS(READY TO LATH). FINAL INSPECTION HAS BEEN MADE. 3. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS �t�'� � �o oa y /ah 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 1 •I 2 BOARD OTHER SITE PLAN REVIEW APPROVAL •o'n�iT,2 F-V- WORK SHALL NOT PROCEED UNTIL THE INSPEC- PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION. PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION. 16313 Oct.28 198 9:21 AMERICAN POOLS TEL 508-336-8792 P. 1 Oet-28-993 08:46A Cambr-idge SouhdWor-ks 508 428 1771 p_O2 The T� g own. of Barnstable .�� Department of Health Safety and Environmental Services Building Division 367 Main Street,-HyaWi$MA 02601 Office: 509-862-4038 Fax: 508-790.6230 Ralph Crossen Building Commissioner Permit no. Date AFPWAVIT HOME IMPROVEM$NTCONTRACi'OR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requites that the,,recoftmctlon, on, alterations,renovation,repair,tttoderni�tion.conversi improvertnent,removal,demolition,or construction of an addition to any pre-existing owner occupi building containing at least one but not more than four dwelling unite or to adjac n strttctutts wbich are e t to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. --"Type of Work Estimated Cost 6) 0000 "-'Ad&vn of Worst: (f/ /Owner's Name: eta of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law 01ob Under S1,000 C3Building not owner-occupied ❑Owner pulling own ptntrtit Notice in hereby given than: 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: / Contractor Name Registration o. OR Date Owner's Name q:rbrms:Amdav "�.a,,,'`^-``r"'�"'`^^'-^- -•. - rs � ... .V..+•vY- -. .;:,�Af+,.:,�..f,,..r ...,r..w, ,..n ..-... ... .r ,�.....i..-. Ly:...may.,_.rY„�,::�.:F.r-..�.,..i .. THE ip The Town of Barnstable BARE. Department of Health Safety and Environmental Services 039. p�EDMPy6` Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice R?Type of Inspection '7S �►. .._J "' �1�..,1 t(a-'� r ,z^� 3 - -3 Location O3J ()L) ?aS� 4..Q� \I Permit Number Owner Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: ti Please call: 508-862-4038 for re-inspection. Inspected by Q— Date PROJECT NAME: (�f ADDRESS: PERMIT# PERMIT DATE: M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT �� Data entered in MAPS program on: a3 J BY: v 1� i i q/wpfiles/archive i ` � •IY4byM� d.�x�� s�'�' N I I / O of�kr 1 jg f -- , CSJzy zs Ic f !Fc w -------------- I U E R L PAD WALL OUT �o L . 1 1/2„+/— TO SAGE x a f k A OF 5TA I R5 , ------------- Ii 2 s , ----— I kit I s3eLq c Z �aJ . h ,4 z � h e t OL W. ---------- --- -_-- -_-- � Wr r II I ?• I >" �ATHI I I I I I II I I I I o y vop2 o 0 m p m X In I1 en JIIIQ r f R ,�� I F fy cv IX4 IPE DECKING `I + d� ON RUBBER'MEMBRANE FLRJ BA ON- 1 , 1 ----- ' ------------------------, _ -0 dl Ifl `„• - 1 1-II 3/4 X 3-II 3/4 3" 31 �`` GM 354� MP. -. ASGGM 234'1 `p� - ,' 2-II 3/4 3-II 3/4 'cn I I - - I I I I I _ z CUSTOM RAILINGS— . ; EDGE OF FLAT/ AND BALUSTERS SLOPED GL6.ABOVE (36"TALL WALU , kET BAR ' DN. ASGFS 10 OXO — — 9-0 4 -55/8 — OX � ROOF PECK t I _ in _ ; - :FOR G ROOF LOFT ' ASGGM'354 0 2-11 3/4>g 3-II 3/4 - A M 3�41 , V-b"CLGIPLATE , EUILT-*iALL OUT TO i i - HEIGHT AT HALL i 3-II /4- MEET Ci MANUFACTURERS - ,, --- --5PEGIFIGATIONS i ------ i -�`•'. 52"DIA.CIRCULAR STAIRS' I ' 5 ROPED HYDRAULIG.L" RE51DENTIAL ELEVATOR; ASGGM 3541 BY CUSTOM ELEV.MF6. ! I _ r 2-II 5/4 X 3-II 5/4 ON5TALLATION - " ; BY MANUFACTURER - } ^F a --- ----------------- M 3541 L I. O 3d�z I _ - 2-A` X 3-II 3/4 ^ v G $ I m <I -2X4 SIDE {KALLS • fPP' �Je �ef� Al A Assessor's Office 1st floor a .73 Lott V 6 0U 7 ��� Permit# • Conservation Office Oth floor -� �/7 �'S' Date Issued /YS'— Board of Health Ord floor e Engineering Dept. (aid floor) House# 03� PlanningDept. 1st floor/School Admin.Bldg. : �`� SM i Definitive Plan ARproved by Planning Board lag ®� ,- AA (Applications rocessed 8:3 :30 a. 1:00-2:00 jri. OWN OF BARNSTABLE Building Permit Application Protect Street Address v v Villa e Fire District Chvner Address 14N U &)tZbao /v! alb 2 Telephone Xa -7- 33)_ 5-03 Permit Request: G WZ-44 /?7,F % Zoning District /T Flood Plain Water Protection Lot Size aZ4 (U Grandfathered Zoning Board of Appeals Authorization Recorded Current Use / / Proposed Use �Q Construction Type !it/ tl Existing Information Dwelling Tyne: Single Family - V"' Two family Multi-family Age of structure /'/-w Uf>9eRtZ&4Q7 Basement type Y104 Historic House Finished Old Kin 's Highway Unfinished Number of Baths oZ z " No. of Bedrooms . 7 - Total Room Count(not including baths) L/ First Floor l Heat Tyne and Fuel A114 49twA411 6&4 Central Air Y-�A.� Fire/places Garage: Detached Other Detached Structures: Pool -414 Attached of 044 Barn None Sheds Other Builder Information y Name wz& � Telephone number -2 71 — 16 YU Address till License# 00 5•4 q'5- Home Improvement Contractor# Worker's Compensation # UJC! 3/2.Z ZG" 17 9'D 13 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 � Project Cost J q Fee - 1470 SIGNATURE / DATE_ 3 - t-7 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) BPERM T -- I 4"4/19/95 FOR OFTICE USE ONLY 073.006 & 007 q� ADDRESS %35 Old Post Road VILLAGE Cotuit - Thomas DeVesto OWNER DATE OF INSPECTION: , FOUNDATION~' 03A_yekj___ FRAME INSULATION FIREPLACE 1 F , ELECTRICAL: ROUGH- FINAL PLUMBING: ROUGH FINAL 1 GAS: ROUGH- FINAL tz FINAL BUILDING*k., DATE CLOSED OUT:'.-' _ ASSOCIATE PLAN NO. - i ALTH DEPARTMENT OF PUBICSAFETY ! 1�Iht�l080�Ba�t�At COMMONWEALTH L � I, • os�ltaP��®eNdlei� f OF ONE ASHBORTON PLACE " MASSACHUSETTSk 1rOfa;1GFlC6 - �t /iaeAi©o I LICENSE CAUTION ` CONSTR. SUPERVISOR EXPIRATION DATE FOR PROTECTION AGAINST 04/19/19 96 C EFFECTIVE DATE LIC-NO. THEFT, PUT RIGHT THUMB RESTRICTIONS r/� Ob/30/1 993 005645 PRINT IN APPROPRIATE NONE r'Z fr".�y o BOX ON LICENSE. � BRIAN T DACEY z 62 F E RB R OOK LANE BLASTING OPERATORS � CENTERVILL MA 02632 MUST INCLUDE PHOTO. . {t Z i t � l PHOTO(BLASTING OPR ONLY) Ff b w.w II PAID i U u NOT VALID UNTIL SIGNED BY LICENSEE AND OFFICIALLY HEIGHT: STAMPED-OR-SIGNATURE OFT OMMISSIONER I r SIGN NAME IN FULL ABOVE SIGNATURE LINE I THIS DOCUMENT MUST BE IGNATURE OF LICENSEE I t CARRIEDON THE PERSONOF _ n THE HOLDER WHEN EN; IJ'I 6 ER t OTHERS-RIGHT THUMB PRINT GAGED IN THIS OCCUPATIONI :. COMMONWEALTH OF MASSACHUSETTS �« �. _? DErAIC',�NTOFLNDUSTRIALACCID.Uq 600 WASHINGTON STREET James J GanDOel; BOSTON, MASSACHUSET'IS 02111 cornr-trssrone• WORKERS, COMPENSATION INSURANCE AFFIDAVIT I Avu� (licenses/permiaec) . with z principal place of business/residence at. w� y126 3 (GtylSmmmp) do hereby certify, under the pains and penalties of perjury,that: [J 1 am an employer providing the following workers' compensation coverage for my employees working on this job. /7 V D/ Insurance Company Policy Number [ ) I am a sole proprietor and have no one working for me ( ) 1 am z sole proprietor, ncral contractor r homeowner (circle one) and have hired ncc contractors listed below who have the following wor rs compensation insurance policies: ------------------------------- e �e�0 Name of Contraaor Insurance Company/Policy Number Name of Contmaor Insurance Companv/Policy Number , ?game of Contnaor Insurance Company/Policy Number 0 1 am a homeowner pe:forming all the work mvsell. NOTE .Please be aware tsat wbilc boroeown'en wbo erboio-e persons to do muntenamce. construction or repair work on a d-riiint of not more than tarec untu in wnrch the 6om w eoncr aiso resiaa or on the prouaas appurtcna.at thereto arc not eenet-0%. considered to be er_moveri under the Q'oriccn' Comncmauon Ace (Ca.. C 15'_,sec.. 1(5)), appiieation by a bomeowoer for a lieenu or Permit may mcxr)cc the leFaJ suns of an cropiover under the Wori en' Compensation Act I uncle-stand that a com.of thus statt-:rnt will be forwuced to tnc Deoarrnent o(lndur sal Accedence' Offiec cdInsuranac For mar ri CS ye.n.=,ton anc :ace: :assure to secure en•e:arc u mcuiree unoc Sceuon :5.i of.MGi 15: art Ieac to the impavtion of ai.:Jai D 2J ccnstsnne of: lint of uc to Sl 500.00 and/or impruortsacni or;up to one Ica, and aw pcnaiucs in the form of a Stop Worx t7ndcr anp 1 fine of S l 00.C.;,. a day a€Lnst me. SUBCONTRACTOR'S INSURANCE ENGINEEER: BAXTER & NYE ENG: LIBERTY MUTUAL - WC1312595563023 FIREMENS FUND - S30MXX80564866 EXCAVATION & SEPTIC: DRISCOLL, JJ: U S F & G - 7708711916 ARBELLA - Q3N 088 130-01 FOUNDATION: BAYSIDE FOUNDATIONS: LIBERTY MUTUAL - WC1312201785044 COMMERCIAL UNION - ABR406267 CELLAR/GARAGE FLOORS: MICHAEL BROWN: AETNA - MP0023672849 . FRAMERS: ROBERT DORRER: AETNA - 006CO022382785 TRAVELERS - BINDER22267 MICHAEL DUFFLEY: COMMERCIAL UNION - NBSF529312 ROOFER & S IDEWALL: JOHN MEE: TRAVELERS 6NUB448K275894 AMERICAN STATES - 01CD1486783 MASON: SHERMAN, WAYNE: WAUSAU INS - 151200082284 COMMERCE INS CO - 561446 ELECTRICIAN: CHAVES ELECTRIC: HANOVER INS. - LHN2964649 MISCELL. INS CO - 0708878 91 1 PLUMB & HEAT: WHITELY PLUMBING: FIDELITY CASUALTY-. 28C884837393J TRAVELERS - 660365K1782COF9 ALARM SYSTEM: BALTIC SECURITY SYS: COMMERCIAL UNION - CB0743379 FIRST FINANCIAL - C400834 CENTRAL VAC: VACUUM HOUSE: MERRIMACK MUTUAL - SBP1608045 INSULATION MAP INSULATION: U S F & G - 7711099924 AMERICAN STATES - 02CC326435-3 SHEETROCK: MEL REED: COMMERCIAL UNION - CBH557387 WORCESTER INS - CB817530 4' r INTERIOR TRIM: DAVID'S REMODELING: COMMERCIAL UNION - NBSF529312 DAVID BIK: TRAVELERS - 176K337-8-92 OAK INSTALLER: ROBERT BUDDEN: NORTHERN ASSUR. - NBF528652 PAINTING: CAMPBELL PAINTING: TRAVELERS - 1680251K4083 AMERICAN POLICY WWCC 186604 ROUSSEAU, AL MERCHANTS MUTUAL - 8CM0278570179 GARAGE DOORS: ALL CAPE GARAGE DOOR: COMMERCIAL UNION - CB94H573757 U S F & G - BSC140373112 STORMS & GUTTERS: ALUMINUM. PRODUCTS: AETNA - JC89258880 - MPOO21014146 OAK FINISHER: AMERICAN FLOORS: TRAVELERS - 680666J6757 CARPET, VINYL &. TILE: CARPET BARN: PHOENIX INS. - 6NUB476J652794 VERMONT MUTUAL - SBP6507393 WIRE SHELVING: CAPE COD CLOSETS: U S F & G - BSC146687024 APPLIANCES: KITCHEN APPL MART: HARTFORD INS CO - 067133R NEW. LONDON - 1SR27039 MIRRORS & SHOWER DOORS: L & M GLASS: U S F & G - 0714349925 FIREMENS FUND - MXX80562243 LANDSCAPE & SPRINKLER: COY'S BROOK: CIGNA COMPANIES - C40216339 ARBELLA MUTUAL ABR143850 DRIVEWAYS: NORTHERN SEALCOAT: THE PHOENIX - 387K530A MARYLAND CASUALTY- EPA18716945 SHEET 3 OF 3 ' THOMAS DeVESTO . EXISTING -PIER DECEMBER 30, 2009 ORDER OF CONDITIONS # SE 3-3320 ORDER OF CONDITIONS # ART-0161 WATERWAYS LICENSE # 8864 OF TEPHEN No.30216 F� �(1r5,It1L _ r - __ 25 • 24' 10'12" PILING (TYP.) CHAIN TO PREVENT GROUNDI G —M.H.W. 2.8 ADJUST FLOAT TO REST 12" ABOVE BOTTOM M.L.W. = 0.0' FLOAT DETAIL PROJECT BENCHMARK N.T.S. ABOVE MEYW HN WATER MW DATUM-WA) BELOW MUM HIM WATER MARK;LNTUM-"LOW WATER TO CONVENT FROM 00 TO MLW ADD 0.8r TO CONVERT FROM MLW TO NOW SUBIW 0.57' 71DAL RRATKAMP TO NW 1020 (TAKEN FROM SE 3-4233) 176'MHW T 2.19'M 29 1.38' An 0.81'NOW)29 2.70' 0.00'NGVfl o. r 0.00'MLW: -0.87 Now 29 0:\2005\2005-051\SURVEY\wo►ksht\2005-051 CH91—ARW.dwg SHEET 2 OF 3 A1F DEC EMBER 30, 2009 'st - ,� TEWhiE:N 'G P.L A N VIE W • � Al..l" rnl: 0 5 10 No.S02'16 / SCALE: 1" = 10' 2 OUTHAUL PILINGS SET AT 12'_OFF ELL On y&; ,r}.f tmr 'ri PROPOSED 8' x 25' FLOAT SET 8' BACK FROM.-FACE OF/ELL O� UX \ TWOOUTHAUL PILINGS \ SET- 20' OFF FACE. OF ELL 0.\2005\2005-051\SURVEAworksht\2005-051CH91—ARW.dwg }CERTIFY .THIS PLAN HAS BEEN PREPARED IN CONFORMITY WITH THE RULES AND REGULATION_S OF THE REGISTERS OF DEEDS. REGIST RED LAND SURVEYOR NORTH BAY 0 G D COTUR L"0CUS MAP N.T.S. SHEET 1 OF 3 oo� �; ,�,__- �---07 THOMAS DeVESTO 835.OLD-POST 30, 2009 j� - - -- - - b - n EC D EMBER F i� f �'- P L A N VIE W O0 20 40. t o -%o'• y!-,Q-1 m �:- --WOODED SCALE: 1" = 40' SFE Zcl�\ lit- Vw� CS "-- --- -- - in kjl 2. wi am& 1.1-ft r LOW WATER / 0.0 MEAN 1 v ss. BULKHEAD a: �. . / ° u . <° (SE 3-4483) moop C r \ \' \> \. \_ \ \ j \• \ c \ r_ FLOAT \ elta \ f' :�\f' ��,� • PROPOSED OUT"ULy PILINGS �s lS u,' \� \� r\ t7c,l� '9 ' -', ' 4YA f u s o.30216 PROPOSED RAMP'\dc\' ";`AT .G \ 1: ! f i'iZ O da \ \:k \ �.. y \�;- �C fat': c4 'O. ! r v d,0r..`, ;(S\' - �a \ } \ \ G •�� C5' \' LOBO y \ PLANS ACCOMPANYING PETITION OF THOMAS DBVESTO PIER MODIFICATIONS (PROPOSED FLOAT & OUTHAUL PILINGS) 835 OLD_.POST ROAD COTUIT, MA COUNTY OF BARNSTABLE, MASSACHUSETTS DECEMBER 30, 2009 100—YEAR' FLOOD A-11 EL = 1.1.0' (NGVD) .. ELEVATION DATUM AS NOTED' 0:\2005\2005-051\SURVEY\worksht\2005-051 CH91-ARW.dwg / / AND TOWN DEFINITION / ( , <` �;, 2 I o}r `o j `4,. �, re■ ' M `\/ PROJECT BENCHMARK �+ 1 PVW •, � I ,� /. / ABOVE MEAN HIGH WATER MARK; DATUM = NGVD �� WOODED / /' p BELOW MEAN HIGH WATER MARK; DATUM = MEAN LOW WATER SITE `•,' <r ° St Ma TO CONVERT FROM NW TO MLW ADD 0.57' `J�� < '`I TO CONVERT FROM MLW TO NGVD SUBTRACT 0.57' `i� h � ' '�, A / / ! Ill]AL RELATK)NSHIP r0 NGVD 1929 1 ubb i. PERRON (TAKEN FROM SE 3-4233) r Y F / / { � ii--f'• l--C,_ i ` y � r Q`� ` Ir fir) yr .s. Al O dTyr 4 �tf� } r , f• . ` �dt. L,tt1t ; T ray 4 2.76 MHW 2.19 NGVD 29 t 7ims Yf Cnr .� ILIiS rlonny Noisr s", f.,,,Harlwrk _ MTL 0.81' NGVD 29 2.76' I' P.ftnac 1.38' 0 00' NGVD 0STFR`Jll I.F GRAND !SL ANn / Q p . t 9 C t,Ult ' fJ 0.57' ' s . N, / O O• X -0.4 t MLW-6.90.00 -0.57 NGVD 29 8950 ' ry LOCUS MAP Scare: 1" = 1(=1 / t . 0 x -11.2 11.2 v BEIT X -2.3 X -5.8 O a1 r Q- O X / p <v0661 x -11.7 X -9.0 00763 X -12.0 f 835 OLD POST RD: ` r l p �' x -0.4 x , x -8.9 x -11.9 X -2.8 X -7.8 X - X - X -,2.7 / 10.3 11.6 / 5' DE FOOT PATH / H X -7.1 x -11.7 X -12.0 - 20' 10'12" PILING (TYP.) I X X - % :0 1 / X -1 8 X -7.3 X -10.0 X -11.5 x -12.4 CHAIN TO PREVENT p BENCHM X -5.1 x -8.4 GROUND G X -36 X -120 .•. t TACK SET IN DOCK EL 4.75 (NGVD . X -11.3 X -12.0 X -12.5 TACK SE IN DOCK EL 5.32 (MLW) X -9.7 -3.7 X -6.2 X x -9.4 a M.H.W. = 2.8 %►J, / O0. 2 OUTHAUL PILINGS X -5.6 x -10.0 X _11.5 `� ADJUST FLOAT i SET AT 12' OFF ELL X -7.3 -8 5 MIKUTOWICZ tO TO REST 12" X x -12.7 0 x -9.1 X -11.0 x -14.7 ABOVE BOTTOM X -0.6 • -4.8 M.L.W. = 0.0' / 2 ( -5.7 -8.3 x -12.7 -11.1 1 r X - 4 • X -8.7 X X X _ / r 000 OOC 5' • -7.4 -8.8 11.0 K Et 4.8 co X -10.6 x -13.1 3, -8.6 / -} q 0 gRIT$. -4.1 • X -10.7 x -14.2 ■-14.1 X -120 A UC 016j -6.4 TWO OUTHAUL PILINGS SET 2W OFF FACE OF ELL '°Rcb X -3.2 x -7.4 x FLOAT DETAIL X -0.4 X-1.23 X -6.9 X X -126 -3.4 -8.5 4tiF I -0.6 X X -1.0LAJ ;� ` -25 X '� ? -6.6 x X -8.9 X -10.2 -2.2 X -2.3 X -3.2 X -13.0 A -0.7 X -0.9 X X -5.8 X X -11.9 X -13.4 X -3.1 -9.8 i 821 OLD PO /4 BULKHEAD X -1.0 -1.4 X X =3.9 SE 3-4483 -2.1 X 3.0 X 4.2 Qom., r - _ x 4.0 X -10.5 O .•�S• / �Y � :' �, X -1.2 X X 24 X _26 PROPOSED 8' x 25' FLOAT D.E.P. File #SE 3-4837 Qom ; ^ -1.5 -3 3 X SET 8 BACK FROM FACE OF ELL / �,'' 1 X -0.4 X -1.2 Order of Conditions Expires: P / • � . �� � N � x -2.8 X -3.9 x -11.7 / X -12.3 BULKHEAD (SE 3-4484) X -2.6 x -3.9 L , ' STARS 7 �\ \ STAIRS/LANDING X -1.2 X -12.3 s \� DeVESTO X -4.0 x -22 \` \ I -0.4 LOGTION \ a \� v`�1 x -4.1 -120 X 835 Old Post Road o I r o X \ z r COTUIT, MA EXISTING BOATHOUSE x -2.6 PREPARED FOR /I J SE 3-2615 & SE 3-4437 ! f WATERWAYS LIC. #4086 DEPARTMENT OF THE ARMY: Thomas DeVesto 1 CENED-R-1993-01295 X -3.9 TITLE Wetlands Permit Plan - Pier Modifications OBSERVED MEAN HIGH WATER 2.8 MLW (3-18-09) LEGEND I 110 x -1.3 x -25 BAXTER NYE ENGINEERING & SURVEYING " 1 -- ,� X -7•3 MIKUTOWICZ O MOORING/WINTER STAKE X -3.7 Registered Professional oEngineers and Land Surveyors I�••- I � x -8.2 SOUNDING W x _9 9 78 North Street, 3rd Floor, Hyannis, MA 02601 o �I Phone- (508) 771-7502 Fax - (508) 771-7622 i °p x -1.2 x -3.9 20 0 20 40 X -8.3 SCALE IN FEET PIER LENGTH CALCULATION x -23 SCALE: 1' = 20' DATE: 7-15-09 PIER - 45.5 1 ELL = 21.8 REV. DATE. REMARKS J �n X TOTAL - 67.3 IP FND / ; ; -0.3 x -4.0 RAMP do FLOAT - 35.0 wlP F-7��7- 11- 1 / S1• X -1.4 102.3 SAW 9 3/09 DELETE BOAT LIFT DRAWING NUMBER 0: 2005 2005-051 SURVEY WRKSH 2O05-051-w 2-mlw SHED - X -23 2005-051 �BAXTER NECK 0 0o NORTH o BAY N 0 v • IS, $ LA 4 _ ' LOCUS TEST HOLE COVERS LOCATED TO WITHIN O� p05t R �O� FEBRUARY 28,1995 12" OF F.G. COVERS WI LOCATED TO WITHIN . COVERS LOCATED TO THIN BAXTER & NYE INC. 12" OF F.G. 12" OF F.G. #P-8396 O� F.G. 48'f ELEV-- 49.0 G F.G.- 49 t TOP OF LOCUS MAP PIT #1 ELEV. = 49.1' PIT #2 ELEV. = 49.2' .� .� .•�,�.rc��.��.��.� ��� \��' FouNDAT1oN LOAM & SUB SOIL LOAM & SUB SOIL T INV. - 46.2 -2 -2 4' DIAMETER SCALE 1 1 25,000 4o P.v.c. D0x 2000 GAL. -4 PERK TEST --4 PERK TEST loco cAl. sct+m�� sox INv - 45.6 INv. - ASSESSORS 2" PEASTONE LEACH PIPE INV. -45.8 SEPTic TANK 46.0 PIT .: INv. -45.2 lNv. 45.4 MAP 73 PARCELS 6 & 7 ;. WITH 3 • OF 00 ZONE 31V MIN.. To A.P. CLEAN CLEAN 1 1/ MEDIUM MEDIUM ;: WASHEE D ; STONE RESIDENCE F SAND SAND 39.2 12.0' MINIMUMS AREA = 43,560 S.F. I FRONTAGE = 150' FRONT SETBACK = 30' SIDE SETBACKS 15' REAR SETBACK = 15' -12 NO WATER -12 NO WATER M.H.W. = 1.5' PROFILE BUILDING HEIGHT = 30, EL. = 37.1 EL. = 37.2 (OR 2.5 STORIES IF LESS) NO SCALE ALL COMPONENTS LOCATED IN POTENTIAL VEHICLE TRAFFIC AREAS OR BURIED 4 FEET OR GREATER SHALL BE H-20 LOAD CAPACITY. { ,R t � 49.0 Oao.�� r vr• L ^ 49.7 49.0 ONE 0 x S s8 . Z%1.02.2" 3 C-)�� Q84/41 h�V �b All to 41S�� / ) �0a. 47 / �ti. _ _ T _ . ;;.. m� -- p _ moo #2 LOT 2 UPLAND SF / . x � 4 .2 54,655 s . ft. \ �R, �„ O � S.# = 20.75 (� SFp o c 4�.33 0� O� x 49.4 e0x 27C Tom• �� / 40.2 V a. WETLAND 0.04 AC. PIT / a N TOTAL = 1.29 AC. a+, <v " x 31.0 OQ .48.2 1 x P48.9 -� 49.1. / a �� / x 25.2 Q '' PIT BENCH MARK 4s. o / l o 48.91'�0 MI x Q�- / x 0.7ry �/ r 3.1 r ry Jx 8.9 34 x 2 .6 18 a 0 T � j a x 0.8 / yf s8�? �Ot x �m �. 1 .8 / x 26 <v 38 7 ' x 1 77 31 I 0 I )x 5.1 14 PLAN 0 3 4zi x z GRAPHIC SCALE . m z 0 20 40 80 1 N � SCALE: 1 = 40 O ELEVATIONS ARE BASED ON N.G.V.D. 100 YEAR FLOOD ELEVATION = 12.0' DESIGN DATA - SINGLE FAMILY- 7 BEDROOMS WITH GARBAGE GRINDER DAILY FLOW = 110 X 7 X 150% = 1155 G.P.D. SEPTIC TANK = 770 X 200% = 1540 G.P.D. USE 2000 GAL.SEPTIC TANK AREA PLAN OF LAND DISPOSAL USE 2 1,000 GAL. LEACHING PITS ` IN ( ) WITH 3' OF STONE ALL AROUND COTUIT v SIDEWALL AREA = 452 s.f. X 2.5 = 1130 GAL. /DAY BOTTOM AREA = 226 X 1.0 = 226 GAL./DAY �BARNSTABLE MASS. TOTAL DESIGN = 1357 GAL./DAY FOR REQUIRED GAL./DAY = 1155 PERCOLATION RATE: THOMAS DeVESTO 1 INCH IN 2 MINUTES OR LESS. SCALE: AS NOTE; DATE: FEB.23 ,1995 BREAK OUT CALCULATIONS t \✓� \S I BAXTER & NYE INC, NATURAL SLOPE IS 0. REGISTERED LAND SURVEYORS CIVIL ENGINEEPS - OSTERVILLE, MASS. V11% OF �4 PATER AIGFt'RD ^a i CERTIFY THAT THE PROPOSED FOUNDATION SHOWN HEREON r�,. �yi33 E No.240Gt3 COMPLYS WITH THE SIDELINE AND SETBACK REQUIREMENTS CIF THE TOWN OF BARNSTABLE, AND IS NOT LOCATED WITHIN THEc; FLOODPLAIN. ss ACC ' sr DATE: �AA-R.L.S. C7 f #95031-9 �BAXTER NECK _ o TEST HOLE a FEBRUARY 28,1995 COVERS LOCATED TO WITHIN � NORTH 12 OF F.G. BAXTER & NYE INC. COVERS LOCATED TO WITHIN COVERS LOCATED TO WITHIN o PT /S BAY N #P-8396 12" OF F.G. 12" OF F.G. F.G.= 49'f F.G.— 48'f ELEV.- 49.0 LOCUS PIT #1 PIT2 TOP OF ELEV. = 49.1' # ELEV. 49.2' .•tc��t��b.\`4.\`4.\`A �Gt'Y/�� i FOUNDATION Olp POSE Rp �O LOAM & SUB SOIL LOAM & SUB 'SOIL T 4" DIAMETER INV. 46.2 't G -4 PERK TEST -4 PERK TEST 1000 GAL. SCNEDU►-E 40 P.V.C. DIST' 2000 GAL.2" PEASTONE LEACH s eox INV. 45.6 INV. plpE / INV...-45.8 SEPTIC TANK 46.0 .. INV. -45.2 WITH 3' 'r. INV. 45.4 OF LOCUS MAP z 3/4" f' L,, 10'00, To MIN. CLEAN CLEAN 'S� 1 1/2" SCALE 1 � 25,000 :f wASHEo ASSESSORS ; MEDIUM MEDIUM SAND SAND 39.2 :• STONE MAP 73 PARCELS 6 & 7 12.0' PROFILE ZONE NO SCALE A.P. r; RESIDENCE F "� ALL COMPONENTS LOCATED IN POTENTIAL VEHICLE TRAFFIC AREAS OR BURIED 4 FEET MINIMUMS -12 NO WATER -12 NO WATER M.H.W. = 1.5' OR GREATER SHALL BE H-20 LOAD CAPACITY. AREA = 43,560 S.F. EL. - 37.1 EL. = 37.2 FRONTAGE = 150' - FRONT SETBACK 30' SIDE SETBACKS = 15' REAR SETBACK = 15' �► BUILDING HEIGHT = 30' OoM (OR 2.5 STORIES IF LESS) � N M Z 2 J S ? ry �� - 82,. LOT ��� 84/41 , 4 �� / ��iQOp 3S8 p 9s�, k \ / # �SFO < 0 �� �lb �S BENCH MA KoQ- 1 0 I.P. 4A V. /I8.91 /10 DESIGN DATA Q e� ���, EXP• �� O Lol un SINGLE FAMILY 7 BEDROOMS ^0 3s• �, �-�- �� / LOT 2 UPLAND WITH GARBAGE GRINDER f MAN, °'' ,`� Q� 54,655 sq. ft. a DAILY FLOW - �Ri y '� o, Sl = 20.75 110 X 7 X 150� 1155 G.P.D. c��y Exp Q� WETLAND = 0.04 AC. 0 SEPTIC TANK = 770 X 200% = 1540 G.P.D. 20. TOTAL 1.29 AC. Y USE 2000 GAL.SEP11C TANK �oJ PIT` �S• Z D Q RAJ o a DISPOSAL AREA ,// a ry USE 2 1,000 GAL. LEACHING PITS p p WITH 3' OF STONE ALL AROUND Is, `39g, '.00' �m SIDEWA L = =L AREA 452 s.f. X 2.5 1130 GAL. /DAY , � BOTTOM AREA 226 X 1.0 = 226 GAL./DAY ofT 00 1 Y TOTAL DESIGN = 1357 GAL./DAY Q � PLOT T PLAN m , AN OF LAND � REQUIRED GAL./DAY = 1155 IN I PERCOLATION RATE: PLAN oo ' 001-0iT 1 INCH IN 2 MINUTES OR LESS. o o GRAPHIC SCALE BARNSTABLE MASS . m � FOR 0 20 40 80 BREAK OUT CALCULATIONSTHOMAS DeVESTO NATURAL SLOPE IS 0. of SCALE: AS NOTED DATE: ,1995 SCALE: 1 "= 40' �2 REV. MAY 10,1995 CERTIFY THAT THE FOUNDATION SHOWN HEREON A. ELEVATIONS ARE BASED ON N.G.V.D. BAXT�R' & NYE INC. PJCKVM 0 CDMPLYS WITH THE SIDELINE AND SETBACK REQUIREMENTS OF 100 YEAR FLOOD ELEVATION _ 12.0' REGISTERED� LAND SURVEYORS THE TOWN OF BARNST BLE, AND IS NOT LOCATED WITHIN THEQnt CI 'IL ENGINEERS FLOOD PLANE. ❑STERVILLE, MASS, DATE: f0, q55- R.L.s. - - - - -- _ - --__ ----- - #95031-9 ASSESSORS �° �= .� � �� M .�P 73 PARCELS 6 -2 \ ZONE' � 1 a; Won A.P. ` oNu/lO o', ; 6' RESIDENG.E F +A 00 0 �3p a 10 ref at AREAMIN1MUMS 43,`360 S.F. FRONTAGE L 150' tl Cx0\. o p Isabella 7 =RONT SETBACK 30, co SIDE SETBACKS = 15� p �o S - REAR SETBACk = 15 • j6�f' 3UILDING HEIGHT 30 Deed R eterence Book 9632 Page 137 10 Field survey by Baxter&Nye Inc. cow - Ti s �'j' ►►�a � 1 e'' ' • Pt Locus Plan ., 0 3 ,� +•� 3y _ gyp. lot- S 58'27'00" E 358. $ ` b r----- r12 .,.\ kN \ � 3 r 1 — — DRIVE , I 9�� a X 1P sa \ 2 f 04 1in N / . eo SA °ice 1\ e 0.89 V, A'S ,'bto i I l 3 eon' � e + Q` I ► 9 C, ► ' S 58'k00" E Any VIEWPMER KUL,12197 Q J SULLIVAN NO.29733 =-► o CIVIL 'T�-no a aroma ' 1:i0 t./ tM a — — SITE IMPROV 5S PAENTS — - The Proposed pool and spa conforms ' to the sideline set back requirements for For : Thomas DeVesto the Town of Barnstable and is not at: 835 Old Post Road "Cotult located within the 100 year flood plain. O Scale 1=20' Date March 30,1998 'D,✓qE L o;,r7;v Pe ov i L j,- Sullivan Engineering Inc. g g 7 Parker Road, Oetervllle 02655 _ _ - (508) 428.3344