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0318 WAKEBY ROAD
N/F HOLMESTEAD DEVELOPMENT TRUST t I.P. CBDH E 181.14 FND FND S 67'46'S9' LOT AREA 85,207 SF. Ln 1.96 AC. 0 0 Cb 31.3' - SHE "� O N 00 #318 N/F JAMES&MARY 00 E 82.8' WEST gl OUS g' N/F w w WILLIAM&MAGGIE 00 wU.� K) WALSH 9 0o �2 N W , U 00 N N 24' z UP N OND CID 24' 42.2' ,a OF MAS q 1 e AS BUILT ,v� S o CyG� o LOCATION ®s TIMOTHY ® 24 X 28 1 R. y FOUNDATION BEN NETT No. 36856 e l� 9FMSTE4LL s 0 a ru+ I CBDH I.P. __........._R 2 3 0 5.01 FND FND 315.18'-- /_ A87.79 P95.42' CBY FIOAD WA (pUBBLIC-UNDEFINED) 0 60 120 1.80 ZONING CLASSIFICATION RESIDENCE F DISTRICT I CERTIFY THAT THE AS BUILT FOUNDATION,AS SHOWN, MINIMUM LOT FRONTAGE=150' CONFORMS TO THE TOWN OF BARNSTABLE ZONING SETBACK MINIMUM LOT ACREAGE=43560 SF REQUIREMENTS AND THAT SAID FOUNDATION,AS PROPOSED, o DOES NOT LIE IN A F.I.R.M. FLOOD HAZARD ZONE. SETBACK DIMENSIONS: Q FRONT YARD=30' SIDE YARD =15' Q REAR YARD =15' U o ss" o' l� NO. DATE COMMENTS PROFESSIONAL LAND SURVEYOR DATE 0 REVISIONS N DRAWING TITLE: CAD TECH: RTS 0 v e e Green Seal Environmental,Inc. FOUNDATION AS BUILT PLAN CHECKED BY: TRB 2 114 State Road,Building B - LOCUS: PREPARED FOR: SCALE: 5 I Sagamore Beach,MA 02562 DOMINIC&PRICILLA MAGLIACCI 1"=60' Tel:(508)888-6034 3T8 WAKEBY ROAD U Fax: 508 888-1506 f 318 WAKEBY ROAD ( ) MARSTONS MILLS,MA MARSTONS MILLS,MA DATE 09/11/2013 N www.gseenv.com I , MGLC-2031-0001 TOWN OF BARNSTABLE 2013 SEP 16 Pti 12: 4 6 DIVISION ,tip., r RELIABLE TRUSS AND COMPONENTS, INC. COMPONENT DESIGNS FOR COTUIT BAY DESIGN 318 WAKEBY RD MARSTONS MILLS, MA ROOF TRUSSES Submission Date: 9/18/13 INSTALLATION DOCUMENTS Ref: 1308198-24557R w 0 ry n Ca -o m The seal on these drawings indicate acceptance of professional engineering responsibility solely for the engineered wood components shown per ANSI/TPIMTCA 4-2002. Questions??? Call Reliable Truss at 508-99-TRUSS (87877) or 1-888-80-TRUSS (87877) Reliable Truss and Components, Inc. 200 Welby Rd, New Bedford;.MQ.02Z45. .T,:,50,8--998-7877 F: 508-995-1724 RT-920 09-26-2008 r WARNING Failure to Follow Could Cause Property Damage or Personal Injury IMPORTANT NOTES These notes pertain to the attached truss designs and placement plans The following trusses are designed at the request and specification of the customer as an individual building component, in a vertical plane, to be incorporated into the building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. Design and materials are in substantial accordance with state building code's referenced edition of NDS and/or TPI/ANSI specifications. For general guidance regarding design responsibility, storage,erection and bracing,consult"Building Component Safety Information BCSI 2006 Guide to Good Practice For Handling,Installing,Restraining and Bracing of Metal Plate Connected Wood Trusses," available from the Structural Building Component Association(SBCA)www.scbindustry.com and the code referenced edition of the"National Design Standard for Metal Plate Connected Wood Truss Construction ANSI/TPI 1" 1. Provide copies of truss designs to the building designer and 11. Contractor or building designer responsible to assure that erection supervisor. load bearing walls and foundations is adequate to support the loads imposed by the trusses. 2. Top chords must be sheathed throughout or purlins provided at spacing prescribed on the individual truss designs. 12. Camber is a non-structural consideration. Trusses are not cambered except as specified by the customer and noted on the 3. Bottom chords require lateral restraints(or alternate)as individual truss design. shown on the individual truss designs if no ceiling is installed. Anchorage and/or tie-in components are the responsibility of 13.The effect of lateral thrust/horizontal displacement of others. supports for scissors type trusses is not a consideration of these designs. The design of the truss supports must accommodate 4. ®Designates the location for a lateral restraint(or alternate) the lateral thrust/horizontal displacement of the truss. for lateral support of individual truss members only. Subject to i review and approval by the building designer,this is a 2x4 14. Mitek Connector Plate Code Approval: ESR-1311, ESR- ; continuous lateral restraint fastened to each member with two(2) 1988, ESR-1352&ESR-2362. 12d or 16d nails or alternately,a Simpson Strong-Tie Truss Spacer Bracer or Mitek Stabilizer. 15. For additional information refer to Reliable Trusses': Order Paperwork &Proposal 5. Do not stack construction materials on floor or roof that Placement Diagram&Notes. induce loading on truss greater than designated loads. Individual Truss Designs Other Detail Sheets as Provided 6. Except as noted on the attached designs, do not cut or alter truss without prior written approval of Reliable Truss or a 16. Reliable Truss and it's vendors reserve the right to upgrade registered design professional. the specified truss material to facilitate manufacturing without customer approval. 7. Building designer is responsible to insure that loading shown hereon is applicable to building and use. Additional Notes for Floor Trusses Onlv 8. Care should be exercised in handling,erection, and 17. Refer Reliable Trusses"2x6 Strongback Bracing installation of trusses. Recommendations'for additional performance related notes 9. Provide adequate drainage for all trusses with shallow top 18. Maximum allowable gap between the inside of bearing and chord slopes. end web for top chord bearing floor trusses is'/2°. 10. Building designer to determine and transfer all gravity, uplift,wind, seismic seismic and other lateral loads from trusses to building foundation. -—-==--- MAX GAP BEARING REFER TO ATTACHED WTCA/TPI BCSI-61 & BS FOR IMPORTANT HANDLING INSTALLATION AND RESTRAINING SUMMARY INFORMATION "�- ISSUE DATE TITLE SHEET# .4-26-10 STANDARD TRUSS•NOTES.-. . _ . .. REL1ABLt .YRt=}Ss .RT—.2. AND CflbPL1NEWM.INC. RT-002 4-26-10 i . T February 12, 2003 Standard Gable End Detail ST-GE110-001 Page 1 OF 1 Typical_x4 L-Brace Nailed To j 2x_Verticals W/10d Nails,6"o.c. Vertical Stud I � o 0o Vertical Stud (4)-16d Common DIAGONAL Wire Nails BRACE MiTek Industries, Inc. 7 16 on SECTION B-B -Wire Nails DIAGONAL BRACE ----------- I,-. Spaced 6"O.C. 4'-0"O.C.MAX (2)-10d Common 2x6 Stud or TRUSS GEOMETRY AND CONDITIONS Wire Nails into 2x6 R\ 2x4 No.2 of better SHOWN ARE FOR ILLUSTRATION ONLY. \Typical Horizontal Brace Nailed To 2x_Verticals J L 12 SECTION A-A w/(4)-10d Common Nails A Varies to Common Truss 2xa stud SEE INDIVIDUAL MITEK ENGINEERING TA DRAWINGS FOR DESIGN CRITERIA 8 B 3x4= u 4u u u u % J f Diagonal Bracing ** -L-Bracing Refer Refer to Section A-A to Section B-B 24"Max NOTE: 1.MINIMUM GRADE OF#2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2.CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3.BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY.CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4."L"BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES:1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6"O.C. PROVIDE 2x4 BLOCKING BETWEEN THE FIRST 5.DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF TWO TRUSSES AS NOTED. TOENAIL BLOCKING DIAPHRAM AT 4'-0"O.C. TO TRUSSES WITH(2)-10d NAILS AT EACH END. 6.CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A ATTACH DIAGONAL BRACE TO BLOCKING WITH 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6"O.C.HORIZONTAL (5)-10d COMMON WIRE NAILS. BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH(4)10d NAILS THROUGH 2x4. (REFER TO SECTION A-A) (4)-8d NAILS MINIMUM,PLYWOOD 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. SHEATHING TO 2x4 STD SPF BLOCK 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. / Roof Sheathing__\1 & 11 / 2 DIAGONAL Minimum Stud Without 1x4 2x4 DIAGONAL BRACES AT (2)-10d' Stud Size Spacing Brace L-Brace L-Brace BRACE 113 POINTS Max. / j (2)-10d NAILS Species and Grade Maximum Stud Length 2x4 SPF Std/stud 12"O.C. 4-6-3 5-0-7 7-1-7 9-0-5 13-6-8 2x4 SPF Std/Stud 16"O.C. 4-1-3 4-4-5 6-2-0 1 8-2-7 12-3-10 jrusE irs @ 24" O.C. r r 2x4 SPF Std/Stud 24"O.C. 3-5-8 3-6-11 5-0-7 1 6-10-15 Diagonal braces over 6'-3"require a 2x4 T-Brace attached to 2 6\GONAL BRACE SPACED 48"O.C. one edge. Diagonal braces over 12'-6"require 2x4 I-braces Diag. Brace/ j ATTACHED TO VERTICAL WITH(4)-16d attached to both edges. Fasten T and I braces to narrow edge at 1/3 points COMMON WIRE NAILS AND ATTACHED of web with 10d common wire nails 8in D.C.,with 3in minimum ��. TO BLOCKING WITH(5)-10d COMMONS. end distance. Brace must cover 90%of diagonal length. if needed MAXIMUM WIND SPEED=110 MPH HORIZONTAL BRACE MAX MEAN ROOF HEIGHT=30 FEET APRIL 1,2007 till End Wall CATEGORY II BUILDING DETAIL ADEQUATE FOR ASCE 7-02&7-05 (SEE SECTION A-A) EXPOSURE B or C ASCE 7-98 STUD DESIGN IS BASED ON COMPONENTS AND CLADDING DURATION OF LOAD INCREASE:1.60 CONNECTION OF BRACING IS BASED ON MWFRS. ISSUE DATE TITLE SHEET# J MITEK STANDARD GABLE RT-1 Og I�` BIALE T E S 2-26-0� END DETAIL APRI CCMPONEUM.I4C. 1 0 f 2 RT-10g1 2-26-07 Standard Gable End Detail SHEET 2 ALTERNATE DIAGONAL BRACING TO THE BOTTOM CHORD Page 2 OF 2 0o Trusses @ 24 o.c. 0 00 HORIZONTAL BRACE 2x6 DIAGONAL BRACE SPACED 48"O.C. (SEE SECTION A-A) ATTACHED TO VERTICAL WITH(4)-16d COMMON WIRE NAILS AND ATTACHED MiTek Industries, Inc. Roof Sheathing TO BLOCKING WITH(5)-10d COMMONS. Max. 111 IT IS THE RESPONSIBILITY OF THE BLDG DESIGNER OR TO THE PROJECT ENGINEER/ARCHTECT TO DESIGN THE PURLIN WITH TWO NAIL DIAGONAL BRACENAILS CEILING DIAPHRAGM AND ITS ATTACHMENT TO THE TRUSSES TO RESIST ALL OUT OF PLANE LOADS THAT \ MAY RESULT FROM THE BRACING OF THE GABLE ENDS 2X 4 PURLIN FASTENED TO FOUR TRUSSES WITH TWO 16d NAILS EACH.FASTEN PURLIN \ TO BLOCKING W/TWO 16d NAILS(MIN) Diag. Brace \ \ PROVIDE 2x4 BLOCKING BETWEEN THE TRUSSES at 1/3 points x ` OR THE BRACE AND THE TWO TRUSSES if needed \ ON EITHER SIDE AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH(2)-10d NAILS AT EACH END. ATTACH DIAGONAL BRACE TO BLOCKING WITH 11 (5)-10d COMMON WIRE NAILS. End Wall CEILING SHEATHING BRACING REQUIREMENTS FOR STRUCTURAL GABLE TRUSSES STRUCTURAL GABLE TRUSSES MAY BE BRACED AS NOTED: STRUCTURAL METHOD 1:ATTACH A MATCHING GABLE TRUSS TO THE INSIDE GABLE TRUSS FACE OF THE STRUCTURAL GABLE AND FASTEN PER THE / FOLLOWING NAILING SCHEDULE. METHOD 2:ATTACH 2X_SCABS TO THE FACE OF EACH VERTICAL SCAB MEMBER ON THE STRUCTURAL GABLE PER THE FOLLOWING VERTICAL NG NAILING SCHEDULE.SCABS ARE TO BE OF THE SAME SIZE,GRADE AND SPECIES AS THE TRUSS VERTICALS NAILING SCHEDULE: FOR WIND SPEEDS 120 MPH OR LESS,NAIL ALL MEMBERS WITH ONE ROW OF 10d(.131"X 3")NAILS SPACED 6"O.C. FOR WIND SPEEDS GREATER 120 MPH NAIL ALL MEMBERS WITH TWO ROWS OF 10d(.131"X 3")NAILS SPACED 6"O.C.(2X 4 STUDS MINIMUM) MAXIMUM STUD LENGTHS ARE LISTED ON PAGE 1. \ ALL BRACING METHODS SHOWN ON PAGE 1 ARE VALID AND ARE TO BE FASTENED TO THE SCABS OR INLAYED STUD / VERTICAL STUDS OF THE STANDARD GABLE TRUSS ON THE INTERIOR SIDE OF THE STRUCTURE. / AN ADEQUATE DIAPHRAGM OR OTHER METHOD OF BRACING MUST STRUCTURAL GABLE TRUSS / / \ BE PRESENT TO PROVIDE FULL LATERAL SUPPORT OF THE BOTTOM / CHORD TO RESIST AL OUT OF PLANE LOADS.THE BRACING SHOWN IN THIS DETAIL IS FOR THE VERTICAUSTUDS ONLY. �i NOTE:THIS DETAIL IS TO BE USED ONLY FOR / STRUCTURAL GABLES WITH INLAYED STUDS.TRUSSES WITHOUT INLAYED STUDS ARE NOT ADDRESSED HERE. / STANDARD / GABLE TRUSS I April 27.2004 ISSUE DATE TITLE SHEET# MITEK .STANDARD GABLE RT_1 Og RELIABLE TRUSS 2=26-07 END DETAIL Aria c c�?or4lrrs,rvc' of 2 RT-10g2 2-26-07 , 1 Straps&Ties H ,Seismic&Hurricane Ties ..0 These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. Fasteners DF/SP SPF/HF Uplift Load Allowable Loads Uplift Load Allowable Loads Model Ga with with Code To Lateral Lateral 8dxIY2 No. To To Uplift 8dx11/2 Nails Uplift Ref. Ratters/ Plates Studs (160) (160) (160) Nails Truss (160) F1 F2 (160) F1 F2 (160) ® H1 18 6-8dx1%2 4-8d — 585 485 165 455 400 415 140 370 117,L22,F16 H2 18 5-8d — 5-8d 335 — — 335 230 — — 230 H2A 18 5-8dx11/2 2-8dx1'h 5-8dx1'h 575 130 55 — 495 130 55 — IP1,F25 H2.5 18 5-8d 5-8d — 415 150 150 415 365 130 130 365 117,L22,F16 H2.5A 18 5-8d 5-8d — 600 110 110 480 535 110 110 480 117,F16 H2.5T 18 5-8d 5-8d — 545 135 145 425 545 135 145 425 IP1,F25 H3 18 4-8d 4-8d — 1 455 125 160 415 320 105 140 290 H4 20 4-8d 4-8d — 360 165 160 360 235 140 135 235 117,L22,F16 H5 18 4-8d 4-8d — 455 115 200 455 265 100 170 265 H6 16 — 8-8d 8-8d 950 — — — 820 — — — H7Z 16 4-8d 2-8d 8-8d 985 400 — — 845 345 — — 117,F16 H8 18 5-1Odx11/2 5-10dx1'h — 745 75 — 630 565 75 — 510 F26 H10 18 8-8611h 8-8dx1'h — 995 590 285 — 850 505 235 — 117,F16 H10A 18 9-10dx11h 9-10dx1'h — 11407 590 285 — 1015 505 285 — 117,F25 H10SI.71 18 8-8dx11/2 8-8dx11h1e 8-8d 1010 660 215 550 870 570 185 475, IP1,F25 H10-2 18 6-10d 6-10d — 760 455 395 — 655 390 340 — 117,F16 H11Z 18 6-16dx2'h 6-16dx21/2 — 830 525 760 715 450 655 — 170 1❑12-8dx11/2 13-8d — 1350' 515 265 — 1050 480 245 H14 18 a 12-Bdx11/2 15-8d — 1350' 515 265 — 1050 480 245 — IP1,F25 1.Loads have been increased 60%for wind or earthquake loading with 6.Hurricane Ties are shown installed on the outside of the wall for clarity and assume a minimum no further increase allowed;reduce where other loads govern. overhang of 3'h'installation on the inside of the wall is acceptable(see General Instructions for 2.Allowable loads are for one anchor.A minimum rafter thickness of the Installer notes u on page 14).For uplift Continuous Load Path,connections in the same area 2'/i must be used when framing anchors are installed on each side (i.e.truss to plate connector and plate to stud connector)must be on same side of the wall. of the joist and on the same side of the plate(exception:connectors 7.Southern Pine allowable uplift loads for H10A=1340 lbs.and for H14=1465 lbs. installed such that nails on opposite sides don't Interfere). 8.Refer to technical bulletin T HTIEBEARING for H1,H10,H10S,H10-2,H11Z,H14 allowable 3.Allowable DF/SP uplift load for stud to bottom plate installation bearing enhancement loads(see page 191 for details). see detail 15)F r S lbs.((H values 390 Its.y these;values lbs.(H4))and 9.H10S can have the stud offset a maximum of 1'from rafter center to center for a 10 lbs.(HB).For SPF/HF values multiply these values by 0.$6. ( ) 4.Allowable loads in the F1 direction are not intended to replace reduced uplift of 890 lbs.(DF/SP),and 765 lbs.(SPF). diaphragm boundary members or prevent cross grain bending of 10.H10S nails to plates are optional for uplift but required for lateral loads. the truss or rafter members. 11.NAILS:16dx21h=0.162'dia.x 21/2'long,1 Od=0.148'dia.x 3'long, 5.When cross-grain bending or cross-grain tension cannot be avoided 1 Odx11/2=0.148'dia.x 11h'long,8d=0.131'dia.x 21/2'long,8dx11/2=0.131'dia.x 11/2'long. in the members,mechanical reinforcement to resist such forces may See page 16-17 for other nail sizes and information. be considered. t <� • Fes• . � _ -_1, --F�� �o°r I _ z Z h H2A Installation H2.5 Installation H2.5A Installation H2.5T Installation H7 Installation (H2 similar) (Nails into both top plates) (Nails into both top plates) (Nails into both top plates) W r; i z 0 fin F z 4� Useaminimum2I" oat hao 8d nails thissideoftruss00 H4' (total lour8d instal nails into H3Installation (H2.5 similar) uussl f N F, (Nails into upper top plate) (see footnote 3) 0 H2.5T Installation ` - '�' 11' Ft i Two 8d nails into plates. 2 0 Eight 8d o �1 nails into .° o studs H6 Stud SST-H1 to H14 - H416stallatio w' to Top Plate '. ®H6 Stud to Band— ® H7Z Installation (Nails into upper top plate) H5 Installation Installation Joist Installation - - 156 - (Nails into both top plates) BA&J 5 �� L Job Truss Truss Type Oty Ply 318 Wakeby Rd.,Marstons Mills,MA 24557R 500 GABLE 2 1 Job Reference(optional) Reliable Truss Co.,New Bedford,MA 02745,John Rodrigues Run:78.420 s 2 Jun 19 2013 Print 7.420 s Jun 19 2013 MiTek Industries,Inc.Tue Sep 17 15:47:33 2013 Page 1 ID:OwZPHgm_ve/TyMNzBo3JUgynKtB-9PtEM?ntYbENEj?2GKkX9CUJ3Y21oczzm5W L2ychge -1-31 , 12-" 24-" 2%33.B 1-3. 12-" 12-" 1-3 8 Scele=1:43.1 4x4= 6 1.610 II 1.5Xi 11 7 9 1:510 II 27 28 1.513 II 5.00 12 0 10 1.54 II t5K3 II 5 11 1.5x3 11 1 T T 1.5x3 II 4 sT T 12 1.5,0 II ST T 1.5xi II 3 T T 1 13 T T 1 2 14 1 B7 B1 15Io 3x4- 26 25 24 23 22 21 20 19 16 17 16 3X4- 1.5,0 II 1.5x3 11 1.5X3 11 1.54 II 1.5)0 11 5)= 1.5411 1.54 11 1.510 11 1.5X3 II 1.5x3 11 24-0-0 24-0-0 Plate Offsets(X,Y): f21:0-3-0,0-3-01 LOADING(psf) SPACING 2-" CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.11 Vert(LL) -0.01 15 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase V.15 BC 0.04 Vert(TL) -0.01 15 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Hom(TL) 0.00 14 r/a n/a BCDL 10.0 Code IRC2009/TPI2007 (Matrix) Weight:92lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS All bearings 24-0-0. (lb)-Max Horz2=-"LC 6) Max Uplift All uplift 100lb or less at joints)2,22,23.24,25,26,20,19,18,17,16,14 Max Grav All reactions 250 lb or less at joints)2,21.22,23,24,25,26,20.19,18.17,16.14 FORCES (lb)-Max.CompJMax.Ten.-All farces 250(lb)or less except when shown. NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=2ft;Cal.11;Exp B;enclosed;MWFRS(all heights)and C-C Comeg3) -1-2-14 to 2-M,Exterior(2)2-0-0 to 9-M,Comer(3)9-"to 12-",Exterior(2)15-0-0 to 22-"zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-"oc. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7)'This truss has been designed for a live toad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,22,23,24,25,26,20,19,1 B.17.16. 14. 9)This truss is designed in accordance with the 2009 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOADCASE(S) standard �(N OF lj44 y O TIMOTHY L. G LaCHAPELLE , 0 CIVIL O.302 O 09/18/13 Warning!-Verify design parameters and READ NOTES ON THIS AND _ INCLUDED RELIABLE-TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13Z Job Truss Truss Type City Ply 318 Wakeby Rd.,Marstons Mills,MA 24557R 501 FINK 7 1 Job Reference(optional) Reliable Truss Co.,New Bedford,MA 02745,John Rodrigues Run:7.420 s Jun 19 2013 Print 7.420 s Jun 19 2013 MTek Industries,Inc.Tue Sep 17 15:47:35 2013 Page 1 I D:OwZPH q m_vejTyMNzBo3J U q ynKtB-5o?_nhp74 D U 5T09 ROI m?EdaYeMYwGU hG DP?R7tychgc 1-3-8 , 6-3-14 12-" 17-8-2 24-0-0 25 3-8 1-3 8 ' 6-3-14 5-8-2 5-8-2 6-3-14 1-3 8 s.re=1:43.1 4111_ 4 12 13 5.00 12 1.54 3 5 i T 11 1 14 2 6 a, a, , Ig 10 9 8 4X4= 3X4= 3,= 3A= 4A= 8-2-10 15-9•ro 24-" 8-2-10 7-6-13 8-2-10 Plate Offsets(X,Y): [2:0-2-0,Edgel,[6:0-2-6,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.13 6.8 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.38 6-8 >756 180 BCLL 0.0' Rep Stress Incr YES WB 0.17 Horz(TL) 0.09 6 n/a n/a BCDL 10.0 Code IRC2009/TP12007 (Matrix) Weight:81 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-9 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS (lb/size) 2=129610-3-8(min.0-2-1),6=1296/0-3-8(min.0-2-1) Max Horz2=84(LC 7) Max Uplift2=168(LC 8),6=-168(LC 8) FORCES (lb)-Max.Comp]Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-1 1=2 3 7113 9 6,3-11=2287/423,3-12=2062/389,4-12--1962/403,4-13=-1962/403,5-13=-2062/389, 5-14=2287/423,6-14=23711396 BOT CHORD 2-10=-279/2099,9-10-124/1396,8-9=124/1396,6.8=279/2099 WEBS 3-10=-496/190,4-10=•67/710,4-8=-07f710,5-8=-496/190 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;11Omph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=oft;Cat.11;Fxp B;enclosed;MWFRS(all heights)and C-C Exterior(2)-1-2-14 to 1-9-2,Interior(1)1-9-2 to 9-0-0,Extedor(2)9-0-0 to 12-0-0,Interior(1)15-M to 22-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 6.This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)'Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) standard tCs��N OF�qS (T TIMOTHY L. yG LaCHAPELLE , 0 CIVIL y 0..302 L E� 09/18/13 Warning! —Verify design parameters and READ NOTES ON THIS AND :--- - - INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 - � d. RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13-07 F2557R Truss FCuss Type Oly, Ply 318 Wakeby Rd.,Marstons Mills,MA 502 SSORS 6 1 Job Reference(optional) Reliable Truss Co.,New Bedford,MA 02745,John Rodrigues Run:7.420 s Jun 19 2013 Print 7.420 s Jun 19 2013 MiTek Industries,Inc.Tue Sep 17 15:47:36 2013 Page 1 I D:OwZPHgm_vejTyMNzBo3JUgynKtB-Z_ZN_1 glrW cy5AkdxSlEmr6i5mtU?s2PS3k?fJychgb 1-3$ 4 8 5 8-4-2 12-0-0 15-7-14 , _19-3-11 24-M 25-3-8, 1-3 8 4-8-5 3-7-14 3-7-14 3-7-14 3-7-14 4.8-5 1-3-8 ' S.I.=1:43.6 41B 11 5 3x4 IZ: 14 - 15 3z4 5.00 12 4 0 2.4; 2z4 3 1 7 7 11 ex10= 13 1 B 10 12 10 2 W 3x4 8 �1 9 to 2.50 12 3x10 3x10 6-64 12-M 17-5-12 24-" 6-6 4 5-5-12 5-5-12 - 6-6-4 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.64 Vert(LL) -0.42 10-11 >673 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.80 Vert(TL) -0.86 10-11 >329 180 BCLL 0.0' Rep Stress Incr YES WB 0.49 Horz(TL) 0.52 8 n/a n/a BCDL 10.0 Code IRC2009ITP12007 (Matrix) Weight:83lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purtins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 9-10-14 oc bracing. WEBS 2x4 SPF No.2 REACTIONS (lb/size) 2=1296/0-3-8(min.0-2-1),8=1296/0-3.8(min.0-2-1) Max Horz2---84(LC 6) Max Uplift2=168(LC 8).8=168(LC 8) FORCES (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-13=-4381/641,3.13=-4303/660,3-4=-4023/573,4-14=2997/459,5-14=2937/474,5-15=2937/474,6-15=-2997/459,6-7=-4023/573, 7-16=4303(660,8-16=-4381/641 BOT CHORD 2-12=524/4026,11-12=419/3529,10-11=-419/3529,8-10=-524/4026 WEBS 5-11=227/1986,3-12=-307/138,4-12=0/408,4-11=798/191,6-11=-798/191,6-10=0/408,7-10=-307/138 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=48ft;L=24ft;eave=4ft;Cat.11;Exp B;enclosed;MWFRS(all heights)and C-C Exterior(2)-1-2-14 to 1-9-2,Intedor(1)1-9-2 to 9-M,Exterior(2)9-0-0 to 12-0-0,Intedor(1)15-M to 22-2-14 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2,8 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2 and 8.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 8)"Semi-rigid pitchbreaks including heels'Member end fixity model was used in the analysis and design of this truss. LOADCASE(S)Standard �N OF MqS S9� o� TIMOTHY L. yGN LaCHAPELLE ', 0 CIVIL o.302 O L 09/18/13 _.Warning! -.Verify design parameters and-READ-NOTES ON THIS AND, INCLUDED RELIABLE TRUSS REFERENCE PAGE RT-2 RELIABLE TRUSS AND COMPONENTS,INC. RT-901 3-13Z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d 9 3 Parcel d 45 Application Health Division Date Issued a h Conservation Division Application Fee 3 )06 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 1� Historic - OKH _ Preservation / Hyannis �{I Project Street Address 318 \JAKt y -ROAD Village K 44STO S M«L Owned bMit 11G MlGLIACC.I Address 3«WAK�'�l t?v,M�+RSTuSS M�Us/MA Telephone 506 " uZB-399Z. Permit Request 07,0 'P&-r Ct %"P GARAGE Ova C-04 E" b r_&WGICTt4tJ NO �Af � Square feet: 1 st floor: existing proposed 6117- 2nd floor: existing propos d _ Totq�iew 6-IZ ZoningDistrict 'R63. f Flood Plain c 1��A Groundwater Overlay /JA Project Valuation 000 Construction Type513- D Flo"S Lot Size � S£'_ Grandfathered: ❑Yes )(No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) "fttu . Age of Existing Structure Historic House: ❑Yes J9 No On Old King's Highway: ❑Yes >(No Basement Type: W Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)_1$44 IF Number of Baths: Full: existing 7- new Half: existing 0 new Ma��Ha�i6 C'AILlICsG —�AY W60W Number of Bedrooms: '- existing A new Total Room Count (not including baths): existing _ new d, First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric 1 Other Central Air: ❑Yes No Fireplaces: Existing 70—New Existing wood/coal stove: ❑Yes XNo zeX2.y' Detached garage: ❑ existing 9 new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes XNo If yes, site plan review# Current Use 5 t►aGLG '5Alqu.V IQFS Proposed Use &Alq15 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r- 4 l C_ 1'q l C L 1 ASL 1 Telephone Number 50& qZ8 Address 1� A �AXERV '�QAV License # o�-tG1ul��► tU S'TnaS V LLJJ . MA A 02 6LO Home Improvement Contractor# No►u.SA01-id— Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO pi 4JAS_m J SIGNATUR" DATE 3 FOR OFFICIAL USE ONLY APPLICATION# 'DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: .:'F_OUNDATLONr FRAME sN�` 1u19/o26�►3at� — F „INSULATION_ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL { GAS: ROUGH FINAL - - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 1 • Town of Barnstable Regulatory Services • suwsr,►ei.E. • Thomas F. Geiler,Director Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Aff 30 58l 3 Owner: InI!s[.//ACG! Map/Parcel: 0y3 oVs- Project Address 3 IS (�J*JQ=-ay 1' 10( Builder: S0-PkE The following items were noted on reviewing: Yr-Pg- wP&b TKSS E3t6A Stf�-L�f EQ�l�6� FD -tc,c f¢-/yc>c ZN SI'�L�G?loN �o of �ra kJ/�t-LS CO^I- MtV v S r% C- Reviewed by: —/ Date: 9 V Q:Forms:Plnrvw The Commonwealth of Massachuse& 3 Department of IndunWal Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Ind idua1): (�0 M.►a 1 C. M l GLI A GG 1 Address: BIB L,_AMEN —90pip City/State/Zip: (105W.S rtiuZ MA 026q8 Phone# 5Oe Lizs• 3enz Are you an employer?Check the appropriate bo : Type of project(required): I.El am a employer with 4. (lam a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. Now 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 g, ❑Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers'comp. insurance comp.insurance.$ required-] 5. ❑ We are a corporation and its IQ.El Electrical repairs or additions 3.El am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.[1 Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a. fine up to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator, Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cert[&under the pains and pen of perjury that the information provided above is true and correct. Signature: Date: 912.-31 ZO Phone#: 508 - Gy ?J ITZ Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual)' ,arja I I A I < C Address: q 3 &Sr tSTg K D City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. X I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling j ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance.* 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions q ] 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.[:1 Other comp. insurance required,] *An applicant that checks box#1 must also fill out the section below showing their workers'Y PP g 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. tContrectors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: W E 1 Z-4(o U A Expiration Date: 4 Z Job Site Address: 318 WsK ay '"',4P City/State/Zip: K&Awla,6 Mtu-St MQ 02646 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 or insurance coverage verification. I do hereby certify u the pains d n of perjury that the information provided above is true and correct. Signature: Date: g z/ Phone#: Official use only. Do not write in this area,to be completed by city or town officiaC City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuantto this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency'shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealthznor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial i Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete`and printed legibly.-The Department has'provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill'in the permit/license number which will be used as a refdrence number. In'addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts. Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel,#617-727-4900 ext 406 or 1-877-MASWE Fax## 617-727-7749 Revised 4-24-07 www.mass_gov/dia COTUIT BAY DESIGN,LLC 43 Brewster Road Mashpee,MA 02649 508-274-1166 www.cotuitbaydesign.com Workmen's Compensation for SubContractors Project : 318 Wakeby Road, Marstons Mills, 02648 Excavation &Sitework Douglas A. Brown, Inc. PO Box 145 Centerville, MA 02632 WC Policy: Farm Family Casualty Insurance 2001W6443 Expires: 3/3/2014 Foundation Formwork Bay Colony Concrete Forms, Inc. PO Box 469 Cotuit, MA 02635 WC Policy: Renaissance Insurance Agency WC0002466 Expires: 3/31/2014 Framing: D&M Construction, Inc. PO Box 190 South Dennis, MA 02660 WC Policy: Byden and Sullivan Insurance Agency of Dennis, Inc. WC2315351409023 Expires: 4/20/2014 Garage Door Installer Door Systems, Inc. dba Caspersen Overhead Door PO Box 511 120 Alexander Street Framingham, MA 01704 WC Policy: Aon Risk Services, Inc of Florida WC015689038 MA Expires: 3/3/2014 Updated:812112013 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS' LIABILTY INSURANCE POLICY----INFORMATION PAGE INSURER: POLICY NO: WE127686A NORFOLK & DEDHAM MUTUAL FIRE INSURANCE COMPANY 222 AMES STREET ENDORSEMENT EFF 04/12/2013 DEDHAM, MA 02026 NCCI Company No: 21059 Account No: FEIN: 45-4777643 ITEM 1. NAMED INSURED AND MAILING ADDRESS: AGENT NAME AND ADDRESS: COTUIT BAY DESIGN LLC MYCOCK INSURANCE AGENCY 43 BREWSTER ROAD 20 SCHOOL ST MASHPEE MA 02649 P.O. BOX 437 COTUIT, MA 02635 AGENT NO.: 20554 -LEGAL ENTITY: LIMITED LIABILITY COMPANY (LLC) OTHER WORKPLACES NOT SHOWN ABOVE: (See Workers Compensation Classification Schedule) ITEM 2. POLICY PERIOD: From: 04/12/2013 To: 04/12/2014 Effective 12:01 A.M. Standard Time at the Insured's mailing address. ITEM 3. COVERAGE: A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers' Liability Insurance: Part Two of the policy applies to work in each state listed in Item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident: $ 100,000 each accident Bodily Injury by Disease: $ 500, 000 policy limit Bodily Injury by Disease: $ 100, 000 each employee C. Other States Insurance: Part Three of the policy applies to the states, if any, listed here: SEE ENDORSEMENT WC 20 03 06 A D. This Policy includes these Endorsements and Schedules: See Schedule of Forms and Endorsements. ITEM 4. PREMIUM: The premium for this Policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required on the Workers Compensation Classification Schedule is subject to verification and change by audit. Total Estimated Minimum Premium: $ 188 Annual Premium: $ 565 Audit Period: ANNUAL Additional/Return Premium: $ 207 ADDITIONAL Comments "CORRECT,;PAYROLL Issued At: Date: 0 3/2 7/2 013 Countersigned by WC 00 00 01 A Copyright 1987 National Council on Compensation Insurance j INSURED COPY Rightfax N3-1 .8/22/2013. 5:24.:10 AM PAGE. 2/.002. -Fax Server . .CERTIFICATE..OF 'LIABILITY INSURANCE DATE(MMIDD/YYYY)' TWL&PERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND.OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES_ NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCE AND THE CERTIFICATE HOLDER: IMPORTANT_If the certificate holder is an ADDITIONAL INSURED,the poGcy(ies)must be endorsed. If SUBROGATION IS WANED,subject to he terms and conditions of the policy,certain policies may regq(re and endorsement-A statement on this certificate does not confer rights to he certificate holder in lieu of such endorserren s). PRODUCER CONTACT. NAME THE INS AGCY OF CAPE COD PHONE FAX P O BOX 960 (A16,No,Ext): (WC,No): E-MAIL EAST SANDWICH,MA 02537 ADDRESS: 77GBG INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: HARTFORD UNDERWRITERS INSURANCE COI&ANY BESS,JOEL&BESS,CHART ES DBA CJ BESSCO INSURER B: INSURER C: INSURER D: PO BOX 658 INSURER E. SANDWICH,MA 02563 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 6IS TO CERTIFY THAT E POLICIES O INSURANCE LISTED BELOW HAVESEENTO THEINSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRIMEHT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN_THE INSURANCE AFFORDED BY THEPORICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAD CLAM INSR ADD SUB POLICY EFF DATE POLICY ERP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER (MNSDDIYYYY) (LUADMYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE OCCUR. EMISES(Ea occurreme) EXP(Arty one person) $ RSONAL&ADV INJURY $. GEN'L AGGREGATE LIMIT APPLIES PER ENERAL AGGREGATE $ POLICY [:]PROJECT LOC UCTS-COMP/OP AGG $ AUTOMOBILEUABNJTY COMBINED SINGLE $ ANY AUTO LIMIT(Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULE AUTOS (Per person) HIRED AUTOS BODILY INJURY $ (Per accident) NOWOWNED AUTOS PROPERTY DAMAGE $ (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS L1AB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $. RETENTION $ S A WORKER'S COMPENSATION AND WC STATUTORY OTIIER i! EMPLOYER'SUABILITY YIN U&5BB82415-13 MW)2013 03/09J2014 LIMITS. ANY PROPERIrOWPARTNDLDCECUrNE E L.EACH ACCIDENT $ OFFICERIMEMBE9R EXCLU El N/A DED? 500,000 (Mandatory in NH) EL.DISEASE-EA EMPLOYEE $ 500,000 r yes.describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERAITONSILOCATIONS/VEHICLESIRESTRICTIONSISPECIAL ITEMS THISREELACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFHCTING WORKERS COMP COVERAGE BESS,JG'BL&BESS,r HART ES ARE COVERED BY THE WORKERS,COMPENSATION POLICY. CERTIFICATE HOLDER CANCELLATION COTUIT BAY DESIGN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 43 BREW STER RD BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCEWITH THE POLICY PROVISIOIW `•� MASHPfifi,MA 0264E AUTHORIZED REPRESENTATIVE ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACOR -CORPO TON.•- s reserved. L Workers Compensation Policy Declarations Insured: COTUIT BAY DESIGN LLC Transaction: Renewal NAIC: 23965 2048 43 BREWSTER'ROAD Tran Effective: 4/12/13 Product: FULL MASHPEE,MA 02649 Pol Number: WE127686A Group Code: Pol Effective: 4112/13 Form of Business: Company: DB Norfolk&Dedham Pol Expire: 4/12/14 Agent: Mycock Insurance Agency Billed Prem: $358.00 Agent Code: CONTRACT Agent Sub Code: 20554 y,1 u COVERAGES•, ., , '� _ e . ,9 < ;, - _ _,.. Part 1:Workers Compensation:Applies to states listed here: MA Part 2:Employees Liability:Applies to work states listed above Bodily Injury by Accident each accident Bodily Injury by Disease policy limit Bodily Injury by Disease each employee Part 3:Other States:Applies to states,if any, listed here: ` s " ,•x;_ru$'++' �' ` s;f " " ,' CLASSIFICATIONS,, ?=.t' =< 's' < `# . :CODE�; ��,'Premium Basis 4', -Rate Per,$100, . Estimated Annual;; CLASSIFICATIONS.', NUMBE Total Estimated of;Remuneration, tt j c� ;Pre,mium A . Annual Remuneration ; Increased Employer's Liability -4 Additional for Policy Minimum Premium Loss Constant Y0 Expense Constant 159 Adjustment to Reconcile to Experience Modified Premium MA Premium Discount Terrorism Coverage provided under the federal Terrorism 19 MA Assessment Fund 7 MA SALESPERSONS,COLLECTORS OR MESSENGERS-OU 874243 3,500 0.14 5 a MA ARCHITECT-CONSULTING 860153 42,700 0.26 109 MA ENGINEER-CONSULTING 860121 7,000 0.26 18 MA ARCHITECT-CONSULTING 860153 10,000 0.25 25 Total Premium: 368 •'7* 9a 5F/t' �� '.`- ;s. is. sn? "'. COMPANY,SPECIFIC COVERAGES Class:Code! Coverage i! "hut � 1 c r ;Description .F� t j, , Y� ' s f,§ Limit• " , ,, ;Deductible' ? P.remium ,.. WCEL Workers Comp and Employer's Liability 100,000 500,000 100,000 WCEL Workers Comp and Employer's Liability 100,000 500,000 _ 100,000 WCEL Workers Comp and Employer's Liability 100,000 600,000 100,000 WCEL Workers Comp and Employer's Liability 100,000 500,000 100,000 -D , j Page 1 of 1 A�® CERTIFICATE OF LIABILITY INSURANCE DATE`mwl8/2/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(es) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Mycock Insurance Agency PHONE (508 428-3511 FAX N ; (508) 420-5584 20 School Street, PO Box 437 ADDRESS: cock@m cockagency.com Cotuit, MA 02635 INSURE S AFFORDING COVERAGE NAIC# IN8URERA:Western World Insurance Com an INSURED INSURER B: Steven H Cook INSURER C: dba: Cotuit Bay Design INSURERD: 43 Brewster Road INSURER E: Mashpee, MA 02649 INSURERF: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANDCONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AML SUBR POLICY EFF POLICY DIP LTR TYPE OF INSURANCE POLICY NUMBER M/DD/Y MM/DDIYYYY LIMITS A GENERALLIABILITY Q440329-01 EACH OCCURRENCE $ 1,000,000 N:C:01M MERCIALGENERALLIABILITY DAMAGE TO RENTED $CLAIMS-MADE OCCUR MED E)(P(Anyone person) $PERSONAL BADVINJURY $ GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LMITAPPUESPER PRODUCTS-OOMP/OPAGG $ 1,000,000 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMB[N,EDI SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ALLOWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _AUTOS Peraccident $ UMBRELLA'JAB OCCUR EACH OCCURRENCE $ EXCES31-0 CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC STATU- OTM- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE —] EL.EACH ACCIDENr $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory In NH) EL.DISEASE-EA EMPLOYE Ilyyes describeunder - DESG�RIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ CESCPJPMON OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Addfdonal Rerrarks Schedlde,If rnore space Is regU red) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZEDIREPRFSERTA17VEwo i ©•1988-201 ACORO CORPORATION. All rights reserved. x..;,: ,.;. ... ;r ACORD 25(2010/05) The ACORD name and logo are registeredmarks of ACORD Phone: Fax: E-Mail: i Town of Barnstable o„ Regulatory Services i BAMSTAgM . Thomas F.Geiler,Director 059. Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 8/z3/Zo/3 ' 1 ( JOB LOCATION:318 kJar BV�y4D 1r AQS70�S M1LIS number street village "HOMEOW1,,1ER":]:j2IMLtJiC. MIGLIAGC.I .508 LIZ6—.39572 name ` t home phone# work phone# CURRENT MAILING ADDRESS: i/IJ a 8 AV rs6V IZO AD KNQST,OjS MI«.s MA 02 6 L10 city/tolvn state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFIATTION OF HOMEOI'VNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures an requirements and that he/she will comply with said procedures and re u ements. 1 Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing hvork for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors),prodded that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. I Q:forms:homeexempt Job Truss Truss Type Oty I Ply 1318 Wakeby Rd.,Marstons Mills,MA 1308198R 100 GABLE 2 1 1 Job Reference(optional) r Reliable Taus Co.,New Bedford,MA 02745.John Rodrigues Run:7.420 s Jun 19 2013 Print 7.420 s Jun 19 2013 MTek Industries,Inc. Fri Aug16 09:05:45 2013:Page 1 ID:OwZPHgm_vejTyMNzBo3JUgynKtB-PJByibOnl WDx9K6EfpWu NolBypo6M26aDKynKjK -1-3-0, 12-0-0 24-0-0 `i' ` 25-3-0, 1-3 0 12-0-0 12-0 0 1-0-0 Scale-1:42.9 I 4.4= 8 1.5,a II t.SYi II 7 9 1.&3 11 27 p.5)0 11 5.00 12 6 0 1.5x3 11 1.SYS II 5 11 1S4 II 1.S�CS It 4 1 71 12 1.54 II 1.w 11 13 3 1 14 2 191 LLA— — — — — — — — — — — — — — — — — — — — — — — — — — —� — — — — — — — — — — 15 ig 3x4= 25 25 24 23 22 21 20 19 16 17 16 3%4= 1.5x3 II 1-10 II 1.54 II 1.5.3 II 1.5Y3 It 54= 1SY311 1.51011 1.5Y3 It 1.5411 1.5.311 24-0-0 24-0-0 Plate Offsets LX I, [21:0-3-0 0301 LOADING(psf) SPACING 2-0.0 CSI DEFL in (loc) Well L/d PLATES GRP TCLL 30.0 Plates Increase 1.15 TC 0.12 Vert(LL) -0.01 15 n/r 120 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.04 Vert(TL) 70.01 15 n/r 90 BCLL 0.0• Rep Stress Ina YES WB 0.06 Horz(TL) 0.00 14 n/a n/a BCDL 10.0 Code IRC2009frPI2007 (Matrix) Weight:92 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6.40 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS All bearings 24-0-0. (Ib)- Max Horz2=-84(LC6) Max Uplift All uplift 100 lb or less at joint(s)2,22,23,24,25,26,20.19,18,17,16,14 Max Grav All reactions 250 lb or less at joint(s)2,21,22,23.24,25,26,20.19,18,17,16,14 FORCES (lb)-Max.CompJMax.Tan.-All forces 250 Qb)or less except when shown. NOTES (11) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft B=48ft;L=24f;eave=211;Cat.II;Exp B;enclosed;MWFRS(all heights)and G-C Comer(3) -1-3-0 to 2-0-0,Exterior(2)2-0-0 to 9-",Comer(3)9-0-0 to 12-0-0,Exterior(2)15-0-0 to 22-0-0 zone;cantilever left and right exposed;and vertical left and right exposed;GC for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 4)Gable requires continuous bottom chord bearing. 5)Gable studs spaced at 2-0-0 oc. 6)This truss has been designed for a 10.0 psf bottom chord live Iced nonconcunalt with any other live loads. 7)"This truss has been designed for a live Iced of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,22,23,24,25,26,20,19,18,17,16, 14. 9)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVrPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard TRUSS APPROVAL STAMP I APPROVE THE GEOMETRY AND DESIGN PARAMETERS OF THIS TRUSS FOR FABRICATION. TRUSSES ARE SPECIAL ORDER ITEMS AND CANNOT BE CANCELED OR RETURNED AFTER ORDERING.I UNDERSTAND THAT I WILL RECEIVE AN ENGINEERING INSTALLATION SUBMISSION INCLUDING INDIVIDUAL TRUSS DESIGNS WITH AN ENGINEER'S STAMP. Signed Date Seller Initials: Buyer's Initials: Print Name Page_of ` This truss is designed at the request and specification of the customer as an individual building component,in a vertical plane,to tie incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility RELIABLE TRUSS of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. AM CIDWIDIK114ITS,IW_ i Job Truss Truss Type Oty Ply Marston Mills.Wakeby Rd.,Marsto Mills,MA / 1308198R 101 FINK 7 1 �. Job Reference(optional) Reliable Truss Co.,New Bedford,MA 02745,John Rodrigues Run:7.420 s Jun 19 2013 Font:7.420 s Jun 19 2013 MTek Industries,Inc Fri Aug 16 09:05:46 2013 Page 1 I D:OwZPHgm_vel7yMNzBo3JUgyn KtB-tVIKwxPP3g LomUh RCXO W 55vgGCv9h EHGais8lmynKj J 1-3-0 6-3-14 12-M 17-8-2 24-0-0 25 3-0 1-3-0 6-3-14 5.8-2 5-8-2 6314 Scale=1:42.9 4x6= 4 12 13 5.00 12 1.5)0\\ 1.54 3 5 1 T1 11 1 14 2 6 _ B1 81 T I$ X to 9 a 4x4= 3x4= Us= 3.4= 4x4= 8-2-10 15-9-6 24-0-0 8-2-10 7-6-13 8-2-10 Plate Offsets(X,Y): [2:0-2-0,Edge) [6:0-2-6 Edgel LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.56 Vert(LL) -0.13 6-8 >999 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.76 Vert(TL) -0.38 6.8 >756 180 BCLL 0.0• Rep Stress Incr YES WB 0.17 Horz(rL) 0.09 6 n/a n/a BCDL 10.0 Code IRC20091TPI2007 (Matrix) Weight:81 lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc puriins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SPF No.2 REACTIONS (lb/size) 2=1297/0-3-8(min.0-2-1),6=1297/03-8(min.0-2-1) Max Horz2=4WLC 6) Max Uplift2=168(LC 8),6=168(LC 8) FORCES (lb)-Max.CompJMax.Ten.-Al faces 250(Ib)or less except when shown. TOP CHORD 2-11=2371/396,311=2286/422,312=2061/388,4-12=19621402,4-13=1962/402,5-13=2061r388, 5-14=2286/422,6.14=2371/396 BOT CHORD 2-10=278/2099,9.10=123/1396,8-9=123/1396,6.8=278/2099 WEBS 310=496/190,4-10=67n10,4$=-07n10,5.8=-496/190 NOTES (8) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.0psf;BCDL=6.0psF,h=25ft;B=48f;L=24R;eave=oft;Cat.II;Exp B;enclosed;MWFRS(all heights)and C-C Exterior(2)-1-3-0 to 1-9-0,Irderian(1)1-9-0 to 9-0-0,Exterior(2)9-0-0 to 124)-0,Intaior(1)15-0-0 to 22-3-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and faces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord rive load nonoonwrrent with any other live loads. 4)'This truss has been designed for alive Toad of 20.0psf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)2 and 6.This connection is for uplift only and does not consider lateral forces. 6)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 7)"Semi-rigid prtchbreaks including hells'Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard TRUSS APPROVAL STAMP I APPROVE THE GEOMETRY AND DESIGN PARAMETERS OF THIS TRUSS FOR FABRICATION. TRUSSES ARE SPECIAL ORDER ITEMS AND CANNOT BE CANCELED OR RETURNED AFTER ORDERING.I UNDERSTAND THAT I WILL RECEIVE AN ENGINEERING INSTALLATION SUBMISSION INCLUDING INDIVIDUAL TRUSS DESIGNS WITH AN ENGINEER'S STAMP. Signed Date Seller' Initials: Buyer's Initials: Print Name Page_of_ This truss is designed at the request and specification of the customer as an individual building component,in a vertical plane,to rirC' L[' 7�J be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility RELIAME TRUSS of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. AM INr- • Job Truss Thus Type jQly I Ply318 Wakeby Rd.,Marstons Mills,MA 1308198R 102 SCISSORS 6 1 Job Reference al Reliable Truss Co.,New Bedford,MA 02745,John Rodrigues Run:7.420 s Jun 19 2013 Print 7.420 s Jun 19 2013 MTek Industries,Inc. Fri Aug16 09:05:48 2013 Page 1 I D:OwZPHq m_vejTyM NzBo3J UgynKtB-qut4LcRgb RbWOorpKxR_A W_6_?ZT90 FZ2?LEpfynKj H -1-3-0 6-6-4 12-0-0 17-5-12 24-0-0 25-3-0, 1-3-0 6-6-4 5b12 5-5-126-" 1-3-0 Scale=1:43.5 I 416 II 4 12 13 5.00 12 3.4 Ar. 3x4 3 5 1 T 9 8ffi_ 11 1 B 14 n f0 8 2 1.5.3 II 1.56 II 8 2.50 F12 3x10 n 3110= 6-6-4 12-0-0 17-5-12 24-0-0 6.6-4 5-5-12 5-5-12 6-0-4 Plate Offsets(X,Y): 19:0.4.0,0.3.91 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) tfdefl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.80 Vert(LL) -0.42 B-9 >681 240 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.83 Vert(fL) -0.86 8-9 >331 ISO BCLL 0.0' Rep Stress Incr YES WB 0.66 Horz(TL) 0.53 6 n/a n/a BCDL 10.0 Code IRC20091 TPI2007 (Matrix) Weight:78lb FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purfins. BOT CHORD 2x4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS (lb/size) 2-1297/0-3-8(min.0-2-1),6=1297/0-"(min.0-2-1) Max Horz2=4(LC 6) Max UpIWQ--168(LC 8),6=168(LC 8) FORCES (lb)-Max.Comp./Max.Ten.-Al forces 250 Qb)or less except when shown. TOP CHORD 2-11=-4337/601,3-11=4240/628,3-12=3055/460,4-12=29641473,4-13=2964/473,5-13 460, 5-14=-4240/628,6-14=-4337/601 BOT CHORD 2-10--482/398Z 9-10=484/3984,8-9=484r3984,6.8=-482/3982 WEBS 4-9=172/1875,3-10=0/255,5S�f255,3-9=1232Y138,5.9=1232238 NOTES (9) 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.OpsF,h=25ft B=48ft L=24ft;eave=4ft;Cat.11;Exp B;enclosed;MWFRS(all heights)and C-C E tenor(2)-1-3-0 to 1-9-0,Interior(i)1-9-0 to 9-0-0,Exterior(2)9-0-0 to 12-0-0,Interior(l)15-0-0 to 223-0 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord rive load nonooncurre nt with any other live loads. 4)'This truss has been designed for a five load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Bearing at joint(s)2,6 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6)One H2.5A Simpson Strong-Tie connectors recommended to corned truss to bearing walls due to UPLIFT at p(s)2 and 6.This connection is for uplift only and does not consider lateral forces. 7)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI I. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this buss. LOAD CASE(S) Standard TRUSS APPROVAL STAMP I APPROVE THE GEOMETRY AND DESIGN PARAMETERS OF THIS TRUSS FOR FABRICATION. TRUSSES ARE SPECIAL ORDER ITEMS AND CANNOT BE CANCELED OR RETURNED AFTER ORDERING.I UNDERSTAND THAT I WILL RECEIVE AN ENGINEERING INSTALLATION SUBMISSION INCLUDING INDIVIDUAL TRUSS DESIGNS WITH AN ENGINEER'S STAMP. Signed Date Seller Initials: Buyer's Initials: Print Name Page_of � This truss is designed at the request and specification of the customer as an individual building component,in a vertical plane,to PN=Prg ��,� be incorporated into building design at the specification of the building designer. Bracing requirements shown is for lateral support of individual truss members only. Additional temporary bracing to insure stability during construction is the responsibility RELE TRUSS of the erector. Additional required permanent bracing of the overall structure is the responsibility of the building designer. AND C0WP0lr1WT IW- I ' i N/F HOLMESTEAD DEVELOPMENT TRUST I.P. � — CBDH E 1 B1.14 FND ' FND S 67-46'59" LOT AREA 85,207 SF. M 1.96 AC. rn � p I 0 OR N st. N/F I#318 ❑ JAMES&MARY � EXIST 82.8' WEST 61.8' j N/F w WILLIAM&MAGGIE w 00 WALSH _ 1>D � N r) Q Ln OD N Z UP 41.5' 1 `t, PROPOSED t Ja/ 24X28 �.AA.® J GARAGE P�•tN OF Mgssq C TIMOTHY R. o BENNIE No.36856 i ® ! �GISTEt�`� S�®pNAL LANO� 1 CBDH g 5.0 1 I.P. R230OFND FND A87 ,A542 AD AKBY R (PUBLIC-UNDEFINED) 0 60 120 .180 ZONING CLASSIFICATION RESIDENCE F DISTRICT I CERTIFY THAT THE PROPOSED FOUNDATION,AS SHOWN, MINIMUM LOT FRONTAGE=150' CONFORMS TO THE TOWN OF BARNSTABLE ZONING SETBACK MINIMUM LOT ACREAGE=43560 SF 3 REQUIREMENTS AND THAT SAID FOUNDATION,AS PROPOSED, v DOES NOT LIE IN A F.I.R.M.FLOOD HAZARD ZONE. SETBACK DIMENSIONS: a FRONT YARD=30' 0 SIDE YARD =15' REAR YARD =15' 0 o � /�/� NO. DATE COMMENTS PROFESSIONAL ND SURVEYOR DATE 0 REVISIONS (V DRAWING ME- CAD TECH: RTS 0 e eo Green Seal Environmental,Inc. CERTIFIED PLOT PLAN CHECKED By: TRB 114 State Road,Building B Sagamore Beach,IVIA 02562 LOCUS: PREPARED FOR SCALE Tel:(5 a 88,MA DOMINIC&PRICILLA MAGLIACCI 1"=60' 318 WAKEBY ROAD U Fax:(508)888-034 318 WAKEBY ROAD MARSTONS MILLS,MA MARSTONS MILLS,MA °ATE 08/08/2013 www.gseenv.com MGLC-2031.0001 i AWE`Guide to Wood Construction in Nigh Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR 5301-2.1.1)1 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)................................................................... .................................................110 mph WindExposure Category............................................................................................................................... B 4.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 1 stories <_2 stories Roof Pitch ....................................................................•.....(Fig 2)..................... !*t L <_12:12 J Mean Roof Height ..............................................................(Fig 2)--.......--- ll ft s 33' i Building Width,W...............................................................(Fig 3).............. .........__.......... .............. Ztft s 80' Building Length.L .--••••.......................................:...•---..-•--•-(Fig 3)............... •---------- ........ ._..............Z%' ft <_80' Building Aspect Ratio(lJ W) ..............................................(Fig 4).................................................X.Z 5 <_3:1 Nominal Height of Tallest Opening2 ...................................(Fig•4)................_........____..........._....... ?`6` 5 61 8" 1.3 FRAMING CONNECTIONS General compliance with framing connections.....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 f Concrete ConcreteMasonry.................................................................... ............................................................... — 1 2.2 ANCHORAGE TO FOUNDATION" 5/8"Anchor Botts imbedded or 5/8"Bolt Spacing —general .. ..o.. ate Proprietary Mechanical Anchors as an alternative inconcvete.only 1n. 2n Spacing 1 P (Fig ) �_ Bolt Embedment—Concrete.........................................(Fig 5).................................................Z in.>_T Bolt Embedment—masonry................................:........(Fig 5)............................................m in,z15' PlateWasher..................................................................(Fig 5)----•-----•---.--..............................>_3"x 3°x Y<° 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)..................................... Maximum Floor Opening Dimension...................................(Fig 6)........................................._........ Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....................................:. Maximum Floor Joist Setbacks / Supporting Loadbearing Walls or Shearwall................(Fig 7)..................................................... Oft <d Y Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................4 ft <d FloorBracing at Endwalls..----•...............:............................(Fig 9).................................................................... 1ll Floor Sheathing Type ..................................................•.....(per 780 CMR Chapter 55).................................... _4 Floor Sheathing Thickness ...............................................(per 780 CMR Chapter 55)....................... in. Q'. Floor Sheathing Fastening...............................................:..(Table 2)...—d nails at in edge/_in field Alit 4.1 WALLS Wall Height Loadbearing walls.......................................................(Fig 10 and Table 5)... .....................d�ft <20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... thh in.<—24"b.c. WallStory Offsets ........................................................(Figs 7&8)................... ....................... ft <_d 4.2 EXTERIOR WALLS Wood Studs Loadbearing walls........................................................(Table 5)..............................2x y - ft y�in. f Non-Loadbearing walls................................................(fable 5)...............................2x�lfin. Gable End Wall Bracing' / Full Height Endwall Studs............................................(Fig 10)_........---••-..._.....-----•.....-----........... ,/ WSP Attic Floor Length...............................................(Fig 11).............................................. ft>_W/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)............................................ ft>_0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c...(Fig 11).............................. ................................ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays_ Double Top! late / Splice Length ........................................................(Fig 13 and Table 6)..................................... 4 ft 2V Splice Connection(no.of 16d common nails).............(Table 6)...........................................................a AV � �`� I LA AKrit �1-VcGs Construction in High Wind Areas: 110 mph tnd Zone AWC Guide to Wood Const b P Massachusetts Checklist for Compliance(780 CMR 5301 2.1.1)' f' Loadbearing Wall Connections 2 Lateral(no.of 16d common nails)...............................(Tables 7).................................... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(Cable 8)........................................................ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Cable 9)........ ........._... ft in.511' `1r Sill Plate Spans ........................................................(Cable 9).................................. ft-A in.s 11' Full Height Studs (no.of studs)...................................(fable 9)----------------------------------..-......--...........-3— Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) HeaderSpans.............................................................(fable 9)..................................�ft m._12' Sill Plate Spans.......""....:.............................................(Table 9).................................. ft in.:5 12n Full Height Studs(no.of studs)....................................(Table 9)........................................................ -I- Exterior Wall Sheathing to Resist Uplift and ear Simultaneously' Minimum Building Dimension,W I IJ Nominal Height of Tallest Opening z .............................................................................. `-6 8' SheathingType.............................................(note 4)...................................................... Edge Nail Spacing.........................................(Table 10 or note 4 if less)....................... in. FeldNail Spacing..................•......................(Table 10)................................................. iq� Shear Connection(no-of 16d common nails)(Table 10). -� g _yc Percent Full-Height Sheathing.......................(Table 10)��1�r.�r,EsPS?�...�1 -..... ......_.._.�% 5%Additional Sheatfting for Wall with Opening>68"(Design Concepts)..................... Maximum Building Dimension,L --, 0 f Nominal Height of Tallest Openin92.:.......................................................................I s 6'8° SheathingType............................................(note 4)....................................................... 1 L cDn. Edge Nail Spacing.........................................(fable 11 or note 4 if less)....................... _in. _� FeldNail Spacing.........................................(Table 11)................................................._min. �L Shear Connection(no.of 16d common nails)(Table 11).. ........0 ... . ........�. - Percent Full-Height Sheathin ..._ able 11) j?fov e %1 �q..,.,•... 22 9 9 Yf _ 5%Additional Sheathing for Wall with Opening>V8"(Design Concepts)...Y?5_"--_------•- Wall Cladding Ratedfor Wind Speed?..................................._........................ ................................................................ 5.1 ROOFS f Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) Roof Ovefiang ........:............. (Figure 19)...__......-.I��5 ft<_smaller of 2'or L13 ......................... Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors nn�� Uplift................................................(Cable 12)--------------------------------------------U= G;7•Jfplf Lateral.............................................(Table 12).............................................L= pff ✓ Shear..............................................(Table 12).............................................S= pif Ridge Strap Connections,if collar ties not used per page 21... (Cable 13)...............................T=UA-plf Gable Rake Outiooker.........................................(Figure 20)............. ft<_smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors y i� Upl"dt........".......................................(Table 14)...........--"-.............................U= lb. Lateral(no.of 16d common nails)...(fable 14)........................... ...........L=22 lb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).�....'-:}y L•`„ 7/16 Roof Sheathing Thickness........................................... . ........................................ ............ —i/ Roof SheathingFastening .•--.....--..(fable 2)...................................8 m._.. Notes: 1. This checklist shall be met in its entirety.excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. a minimum 2 in.nominal thickness pressure treated#2-grade. 3. The bottom sill plate in exterior walls shall be Assessor's map and lot number ......... ". ( 01 Sewage Permit number ......7 .'.�s ................... 'T"E.?°�°� TOWN OF BARNSTABLE i 9A"STADLE, i "b q. BUILDING INSPECTOR �D YPY a• APPLICATION FOR PERMIT TO �� !�! .%~ -tea^s c�,r � +���� ................,............,..... .�.. ................... ..... _ TYPE OF CONSTRUCTION PoOn I-tr^A*6 r ...................................................................................................... ................................ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .</ RN—...................�"/I S�'!�i�G'...................................................................t /t , ................ r R _ _ Proposed Use ...................... /" Y „ ................ . . ......................................... ..................... ............. ,Zoning District .........................................:..............................Fire District .............................................................................. ,/ Name of Owner �a.ci��i��.....l��i / in_ - n I /.1q Sf/G��S?3v� �dr, �i/t/C.s!. S77F f%w, ....................... .....................................Address ............ ......... ................ Name of Builder .�. !.!.'.1(:pn.%.......AP.;;,/S�,/11J�....Address ......�oX....go0 ��r�rii4 19--5",;, ............................................................. Nameof Architect ..................................................................Address .................................................................................... Number of Rooms Foundation ........................j' ...no.��s o .............................c.^^....................... ................................................ Exterior Gc�L//Tl� �.,';�. �.)�i.�//'i Q �'��,/f '��/� �— ........................:............................................................Roofing ....................................:............................................... ' .Interior .........Floors ......�''? P':...:............................................................. � �.H.....:...P1.i.�„7 ?,L/.................................... Heating 7......................................................................Plumbing ...- ." ` - — — -- - ............ .................................................................... ace rep Fil PP / ,.jti•.c�r:'r.....................................................A roximate Cost ..p?,�:•.SOO..o ?................................... Definitive Plan Approved by Planning Board -----------_____ �v --- -- 9- ---. Area ... .... .... Diagram of Lot and Building with Dimensions Fee . '. U U SUBJECT TO APPROVAL OF BOARD OF HEALTH a ,)z k Z o x i� a00 , I hereby agree to conform to all the Rules and Regulations of the Town of.Bornstable'regarding the above construction. Name �� : /� �.... �,,D............. Migliacci, Dominic.,/'�I�•� No ...1.9.865. Permit for ...Dwe ing........... ............................................................................... Location ........318...Wakeby...Rd...................... ..............Ma.xSto(, --Mi4gj1ia0C1 ..Mi.118............................ Owner ....AQMin ................. Type of Construction ...Wood FraMe............ ................................................... ................. Plot ............................ Lot ...... . '. .................. Permit Granted. ........D er.....30.19 77 Date of Inspectio" ....................................19 Date ompleted .... ............ ........:.........19 I PE IT REFUSED o.0 ...... . 19 .................... o .� %......................... ....... ..................... ..%f ..... . ... .. ..................................................... Approved ..................... ...�..........:..... 19 - ............................................................................... ............................................................................... /2 77. tc Assessor's map and lot number ........'r� "�/ SEPTIC SYSTEM MUST BE INSTALLED IN COMPLIANCE Sewage Permit number ......7.F..-�� .......................... W,r I ARTICLE 11 STATE T"ET°�♦ TOWN; OF BARNSTABLE i EAEBSTSDLE•,i Cj oAM BUILDING 'INSPECTOR r APPLICATION FOR ,PERMIT TO yc: N ttiz ........l..s ... ,�i�r� �.�ke. TYPE OF CONSTRUCTION ..L t?q .....j7Ll9f ....... ......................................... ................................................ w ...................................19..1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location v /.. ...... / f.�f�I ......... .....................1"c/4�' /1).v. .......i"l.� S. ..................:.,.^.Q.t::.? /... ............. ProposedUse 'y,�I ......... ........... . W .................................................................................. ZoningDistrict ....................................�......................................Fire District .............................................................................. Name of Owner 4 /.A/l.G.....^'G.1. i.l�:.C.. .. Address ./.4. 5<d ,� /�(/C�%�.� v �. e..J............ ....... v�..................................�e Name of Builder ..�1. -k.w&2!.......1't2cFrtl .-I-X ....Address ......�+�®,C....9�:1�...... '3.............3...5�=...b� I Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ....Irl,.........................................................Foundation ...... v' ....... ........................ Exterior ....... ?�{ �c�G/Z ............Roofing ......02: ?....... ................................. Floors I IC27..........................................................Interior ` ,a! :..... X.... —41.RW:..,G.:................................... Heating .... ... af�P, -r �11 .:.../.�...............................................................Plumbing .....C........��!y�...:......................................................... Fireplace ()........... c° .................Approximate Cost • ��/..... .... ....... ................................... Definitive Plan Approved by Planning Board -----------______-----------19________. Area .......... . ........................... Diagram of Lot and Building with Dimensions Fee m� SUBJECT TO APPROVAL OF BOARD OF HEALTH ,r.-A4-, �Zk2-0 I hereby agree to conform to all the Rules and Regulations of the Town o ar st b rega ni'g t °e above construction. Namel .... .............. Migliacci, Dominic. No ...19865°.-Permit for :.......DVM.l•inq...... Location .....3.8...Wakeby..Re} ....................... .................mar s ats•.dmills•. ........................ Owner ...... ?41�!.�431C..MJ .� i............... Type of Construction ......Woad.•Frame......... ................................................................................ Plot ............................. Lot ................................. o Permit Granted December.....3.0.......19 77 �� Date of Inspection ... ....... 19 tSa ��70 Date Completed ..... ................................19 PERMIT REFUSED ' ................................................................. 19 • • •• • • •.• • •....• ...............• J . •.............................................................................• Approved ; ..........r .............................................. ................. ..................... .................................................. v i Town of Barnstable Regulatory Services V � 0 Thomas F.Geiler,DirectorBAWMABIX �" \ 9 MASS. Building Division �N i639. b ° Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 '.: -�Fax:':�*508-790-623- PERMIT# FEE: $ rn c-n �— rQ rn SHED REGISTRATION 120 square feet or less t DeO, Location of shed(address) Village j d Property owner's name Telephone number Size of Shed Map/Parce # — c I Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature is required) w PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 Town of Barnstable Geographic Information System September 6, 2006 043001006 028013 # 228 # 696 043001025 043001017 # 271 0�3001018 # 175 #F,20 5 043001024 043001023 0430010022 # 257 # 251 # 241 043001021 043001019 # 229 # 213 043001020 043001001 # 219 # 0 # 336 004� # 336 �'' 043062001 # 17 043045 dZ� 'ZZ: # 18 043046 # 302 0©047` # 284 043048 028014003 # 272 # 384 d 043050 # 256 # 244 043027 Iga # # 348 028051 043077005 WAKEBY ROAD p # 362 # 0 Ca 043077005 ul Ar #0 043007002 Z 3 # 0 043008002 # 351� H 043007002 V04307,7004 a1/043077001 043067 Q # 0 043008001 # 15r7 # 16 # 15 07M 043066 y 281 e # 361 DISCLAIMERS:This map Is for planning purposes only. It is not adequate for legal Map:043 Parcel:045 boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:MIGLIACCI,DOMINIC Total Assessed Value:$342100 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map . are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner.PRISCILLA MIGLIACCI Acreage:1.96 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:318 WAKEBY ROAD {,f such as building locations. ) �A Buffer + �, SOIL LOG / • , /`/((JjJJ —E 2'PEAS:ONE ,DAY 8 i ILL 12 MA• lE.•`^ /as. 411C. 1. DIST. BOX 'I 24 MIN. N. 1000 I J, ° 1000— GAL. 41 I J o{ I GAL. ' °i PRECAST OR i SEPTIC 6 10 0 °•° BLOCK ✓- TANK SEEPAGE PIT ° +P ' c-=�' S . �- r�sC 99• I TCI 20' MINIMUM "le FOUNDATION z-o I Yz WASHED STONE /y/o c►•T CLK- ELEVATION SKETCH -- 10, PIE III C. RATE ' SCALE: I"= 41 TEST BY : G�c.✓.�a.�.41�1+/,c�sL�.r TOWN INSPECTOR BACKHOE OPERATOR' to TEST MADE ON w J °O /o0 >� . C M ^y\` ''�^ is ��� • ,� M \ � 0 t, s-'� tv/a� y o a 103 SccA4< Prr Jx IaT �o y�opo4 3 Ov►Ler t v.• . le7� � f�1 . F• 0 /OZ.Y? • •� t 9 /�z •5 � �•� � � / C!=•GTi/�`/ Ti��iT Ti+I!>".Ar .� .�G � N `` /Q� S�x'�.crr✓.�eC •s'�+cww/.vft�C'A+.� "7" N p Z.� � 1.1.wr S.L•G A s�s�.�✓ �.� .�'�/A L. &.zd Sv c.�dr y o .v Da c L3+ 7 .q..i D �o.✓iGo•r+..$ '7"o T/4T' vio2x3 o C3-1-zmow3 a c T-i•-' tK4FIk Iol 3 /o z S ' � I� WtStYr:Llt r" C/ST I- s tZ P�Zti OF R ? ' •- � ' L = 23oS./ . ! cl CHAPt.tr, ;t ✓.��.tG�t3� �©�`D .� •p .tic+ 2;•i�4 O y ' uNbtr'i+.ircl� To. r.r �W47/ srt ELEVATION SCHEDULE PROPOSED SITE PLAN INV. AT FOUNDATION 'SEWAGE SYSTEM DESIGN- 2 NV INTO SEPTIC TANK = IN 3 NV. OUT OF SEPTIC TANK = ✓Od• i • z _ +l�i�RGG�AN3'+�'b'i�•g� l9NJwN �S = 1'+': INTO DISTRIBUTION BOX = /D0 1V15 SCALE: I"-- So' NV OUT OF DISTRIBUTION BOX _ /d'7- l C 5 INV INTO SEEPAGE PIT : , /f�.Q CAPE COD SURVEY CONSULTANTS _ ROUTE 132 7 F 1TJOM, OF PIT, : = 9�-o HYANNIS, MASS. • f A•DIVISION BOSTON SURVEY CONSULTANTS, INC. $ B• TTOM OF STONE LAYER C M9 'LOP OF PLATE HARVEY 10"WHITE VINYL El El 2846 OR SHUTTERS WINDOW 10'-6 irz, IEIE ❑ El TOP OF FOUND. ' HARVEY VEHICLE LIFT POST 2846 DH LOCATIONS L--PVC V.x 6 TRIM RABBET-TED 9'0'.X 7*6'h GARAGA TECH SERIES H�-TECH WINDOW FOR VINYL SIDING O.H.DOOR W/(4)21'x 13'WINDOWS GARAGE t2 FRONT ELEVATION VAULTED CEILING IFLAT CEILING 12 THERMATRU S6034 OUT- I HARVEY SWING DOOR 2846 DH TOP OF PLATE WINDOW 9*0-.r6*O.H.DOOR 9V xr6'0.H.DOOR ■ .. --.____-_- _—_ ❑ -_'___ CONC. HARVEY 'T APRON 1832 CH F-1 WINDOW $G" TOP OF FOUND z-6, L L -2&-0' RIGHT ELEVATION FLOOR PLAN WINDOW NOTE: ALUMINUM(MILL FINISH)GABLE ALL WINDOWS TO BE HARVEY VICON CLASSIC WHITE VENT.1 INSECT SCREEN VINYL DOUBLE HUNG WINDOWS IN SIZES INDICATED r ALL WINDOWS TO HAVE INTEGRAL BRICKMOLD CASING &SILL W J-CHANNEL 12 CERTAINTEED LANDMARK SILVER AL WINDOWS TO HAVE FULL SCREENS 5 �—PVC I x 6 RAKE BOARD Wl BIRCH ASPHALT ROOF SHINGLES ALL WINDOWS&DOORS SHALL BE FLASHED W/VYCOR DRIP BOARD ATTACH WI OR L SELF ADHERING FLEXIBLE FLASHING SCREWS&CORTEX PLUGS V C FASCIA. SCREWS ATTACH 1 . SCREWS OP PLATE� CORTEX PLUGS TOP OF PLAT _WHITE VINYL SOFFIT TO MATCH EXISTING HOUSE V-GROOVE STYLE 3-PC-1 12- - —__ _.-- ■ --_'_' __ -— XT ERIA CAPE COD PERFECTION VINYL SIDING ASHWOOD GRAY USE WHITE J-CHANNEL PVC ONE PIECE CORNER PVC Y.6 ONE PIECE BOARD ASSEMBLY 7 CORNER BOARDS RABBETED FOR VINYL SIDING WINTEGRAL J CHANNEL. ATTACH WSCREWS& CORTEX PLUGS OP OF FOUND, TOP OF FOU!NP4' I L- PVCBR,ICKMOLD CASING AROUND DOOR REAR ELEVATION LEFT ELEVATION. THE DE�GNER SHA L K NOTWIEO F MY ERRORS M OMISSIONS ME FOVNO ON SCALE : DRAWING NO.: JHF.SF�-�S S—OF Ea[::KOO COTUIT BAY DESIGN, LL NEW GARAGE FOR: C.'..� M3LOTMECONIRACION "011", IG E.IME C�IENT 1/4" = l'-O" 43 BREWSTER ROAD IN I.ES&D MNGS r CONSMUCT,DN C'MMENCESWITH 101-NGTHE DEVGHFIT OF�EARORSOII(WLSSKINS MASHPEE ,MA. 02649 MIGLIACCI RESIDENCE THEM NGS-IZSOLELYFORTH*� DATE : or THE OWNER NOTED,MY OTHERUSE Of PH. (508)274-1166 THESE�� 's"EM-5-EM". CO.SE.,O� DESIGNER�MRTHE FAX(508) 539-9402 8/15/2013 Gl 318 WAKEBY ROAD MARSTONS MILLS, MA lHITECIEco�*w�ECTON ACI O�Im. i • 28'-0' 28'-0' A B A FASTEN TRUSSES TO B SOLID 2 x 4 BLOCKING IN THE OUTSIDE G G G WALL WI SIMPSON G TWO RAFTER 8 CEILING JOIST BAYS H2.5 HURRICANE TIES Q 48'D.C. -- _---_--_ I - I I I I I I I I i I I I ' I I 36'SO.x 12'DEEP HAUNCHED PAD 101-8 1PC UNDER LIFT POSTSF_ f-1 ( I &'CONCRETE I I I I I FOU WALLS ATION i I I I I J VEHICLE LIFT POST L J I I I � I--B'x 18'CONC. I I LOCATIONS I I FOOTINGS TO 9 I I I I GRADE 4 4 4 I I I i I I f I GARAGE I I TRUSS S AT SCISSOR TRUSSES @ 24'o.c. HOWE or W TRUSSES Q 24'o.c. DROP TOP OF WALL 5' I -, I GABLE END-11 FOR DOOR OPENING (5'CONC.SLAB I /NO ANCHOR BOLTS W/6 x 6 W WF EMBEDDED) I I I I I I INSTALL SIMPSON STHD14 INSTALL SIMPSON STH014 1q I I STRAPS IN FOUNDATION STRAPS IN FOUNDATION I I WALL AT O.H.DOORS PER WALL AT O.H.DOORS PE I I \DETAIL DETAIL ___-----__ __ JI _- -____--- i CONC. 2-1 3!4•x 11 718'lVL HEADER APRON SIMPSON LSTA24 STRAP PER O.H.DOOR DETAIL A B SIMPSON LSTA24 STRAP SIMPSON LSTA24 STRAP A PER O.H.DOOR DETAIL B PER O.H.DOOR DETAIL G G G G T-6' 2'-6• 9'6. 4'-g. 28'O- 26' ROOF FRAMING PLAN FOUNDATION PLAN NOTES: 1.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GR. 2.) VERIFY ALL ROOF TRUSS DETAILS,SPECIFICATIONS,&INSTALLATION INFORMATION WITH TRUSS SUPPLIER/MANUFACTURER.USE s INSTALLSSIMPSON BPS BOLTS BEARING PLATE MAX. BLOCKING&BRACING PER TRUSS SAFETY REQUIREMENTS PLACE W!SIMPSOTBPS WITHIN BEARING PLATES F�r CORNER ER BOLTS ND Tone MINIMUM DEPTH 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS TO MATCH ENTRY DOOR HEAD HEIGHT 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS ElI O STATE BUILDING CODE 8TH EDITION AMENDMENTS&IRC2009 El 5.) 110 MPH EXPOSURE B WIND ZONE,1.25 ASPECT RATIO as-o.e 6.) ALL SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED z P.T.2A6SILL WI SEALER VERTICALLY OR HORIZONTALLY W/BLOCKING AT EDGES,3"EDGE/ 12"FIELD NAILING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 8.) SEE CERTIFIED PLOT PLAN FOR ALL PROPOSED&EXISTING DETAILS 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS ANCHOR BOLT DETAIL 10.) ALL CONCRETE USED FOR FOUNDATION WALLS&FOOTINGS TO BE 3000 PSI.SLAB TO BE 4000PSI CONCRETE. SCALE:1/2"=V-0" 11.)VERIFY ALL ELECTRICAL DETAILS ON SITE DURING FRAMING CONSTRUCTION&WITH THE PLAN ®Q COTUIT BAY DESIGN, LLC NEW GARAGE FOR: ERRORSOI .rnoWtONGCONTPL SCALE : DRAWING NO.: 43 BREWSTER ROAD THESE DRA YINDSReF iDHECONT CONSTRUCTION.THE BlNLW1G CONTRN:TOR 1/4" = 1'-0" wRl RE DRAWINGS I FOR THE CONTENT ON MASHPEE MA. 02649 MIGLIACCI RESIDENCE INTRESE Or'AN ERRORS RORSOFT CO•TNEORAW NGS AUT NOTIFY FOR T PH. (508)274-1166 THESE]DESIGNERO RNYERRDRSOROMISSIONS DATE iRESE OR RN TE SOLELYFOR TKE USE FAX(508)539-9402 TH THE OM ER NO ED ANT TRESOTHER 115E OF 8/15/2013 318 WAKEBY ROAD MARSTONS MILLS, MA AR�C�GSREWIRESTREWRTTEN G2 (.'UNSENT OF THE DESIGNERUNDERIHF MCE ECTIIFW COVYRIGRT RR0IECTION TYP. ROOF CONST. INSTALL THREE FULL HEIGHT STUDS 8 TWO JACK -SCISSOR(MODIFIED QUEEN)ROOF TRUSSES 24'o.c. STUD AT EACH SIDE OF ALL ROUGH OPENINGS TYP. ROOF CONST. -SCI18'COX PLYWOOD ROOF SHEATHING @ -COMMON/HOWE ROOF TRUSSES @ 24'D.C. •ASPHALT ROOF SHINGLES -5/8'COX PLYWOOD ROOF SHEATHING -15LB.FELT PAPER WINDOW -ASPHALT ROOF SHINGLES -15LB.FELT PAPER -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS 1 (/V -SIMPSON H 2.5 HURRICANE CLIPS .ICE/WATER SHIELD AT BOTTOM g % (i )i AT ALL RAFTER ENDS 37 OF ROOF 8 UP THE RAKES 12 ' S 3'D'OF ROOF 8 UP 7 HE CE/WATER SHIELD AT BOTTOM •ALUMINUM DRIP EDGE 12 -ALUMINUM DRIP EDGE !� (ROUGH OPENING) JACK STUD TOP OF PLATE O.H. DOOR R.O. DETAIL TOP OF PLATE 2.1 314'x 11 7/8' I ---- MULTI LVL HEADER ALUMINUM SOFFIT TYP.WALL CONST. a t.2 x 4 STUDS @ 16'o.c. q in rn 2.12'PLYWOOD SHEATHING GARAGE m r, GARAGE ~ 3.XTERIA VINYL SIDING m 4.TYPAR EXTERIOR VAPOR BARRIER I (5'CONE SLAB PITCH 2'TO O.H.DOOR W/6.6 WWF EMBEDDED TOP OF FOUND. TOP OF FOUND. TYP.8'CONCRETE P.T.2 x 6 SILL FOUNDATION WALLS WI SEALER 4 c WI B'x 18'CONCRETE GRADEFOOTI GT04'0'BELOW A SECTION @GARAGE GRADE WI KEY G3 SECTION @ GARAGE G3 NAILING SCHEDULE I � IP DoD T PLATE OF m CR 110 MPH EXPOSURE B WIND ZONE JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING :.,♦�a . GO-T v..TI lie•LYL HE .f.t.. ROOF FRAMING: i ...... BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END (DOME RIM BOARD TO RAFTER(END NAILED) 2-16d 3-16d EACH END DOME STRAP LSTAz4 STRAP rAfJ:Q VAtu mISIDE rACE or va.0 _WALL FRAMING: HEADER TO(2)zx4 HEADER TO(2)-214 TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24'D.E. HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES (2)RO O RATE 4 HEADER v1TN (z1 TRtAFs Ir 1Atl sD4mR NAILS AT 7 BE. _FLOOR FRAMING: JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST FASTEN SHEATNDG TO HEADER WITH ed L9MON BLOCKING TO JOISTS(TOE NAILED) 2-8 2-10d EACH END OR GAL VANUED tm N AMS a 7 GRED PATTERN AS BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK SHOWN AND 7 ac Sn S T'Y'. IN ALL����T •�0dC1NG AND LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 3-10d PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDO 2-16 d 3-16d PER FOOT (2Y2.4 z„4 MANDG ROOF SHEATHING: FORPAN A EDGES SHALL S L0ED) WOOD STRUCTURAL PANELS PLYWOOD ANEL CD[ES SHALL DE r KrBED, (PLYWOOD) 'o 0C BF ALVTTL. z4•K ROD- RAFTERS OR TRUSSES SPACED UP TO 16'o.C. 8d 10d 6'EDGE/6'FIELD HEIGA ED WITH BIOCIOFG SHALL 9!e•sTiLCTIWAt Puo.SKAODHG BE NAMED vlrH rn Tra suxms RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10tl 4'EDGE14'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6'EDGE/6'FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6'EDGE/6'FIELD W/STRUCTURAL OUTLOOKERS GABLE END WALL RAKE OR RAKE TRUSS W/LOOKOUT BLOCKS 8d tOd 4'EDGE/4'FIELD Ill In NDL Pxr.IW RATE VASH[N ''C 4N CEILING SHEATHING:_ GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/10'FIELD ED ID WALL SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) sTanavN_ STUDS SPACED UP TO 24'D.E. 8d 10d 6'EDGE/12"FIELD 112"&25/32"FIBERBOARD PANELS 8d -- 3'EDGEB-FIELD 1/2'GYPSUM WALLBOARD 5d COOLERS — 7'EDGE/10'FIELD IY NKvtANCHOR n1 • FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) 1'OR LESS THICKNESS 8d 10d 6'EDGE/12'FIELD O.H. DOOR DETAIL GREATER THAN 1'THICKNESS tOd 16d 6'EDGE/6'FIELD SIDE ELEVATION N ALE ®Q® COTUIT BAY DESIGN, LLC NEW GARAGE FOR: THE DESIGNER GSPHIOENOSTADENY SCALE ERRORS OR OMISSIONS ARE FOIHND ON DRAWING NO.: 43 BREWSTER ROAD THESE BER SPONISPRIEt R THEC START OF CCONSTRULTION-EEULOINGCDHRMCTOR 1/4" = 1'-O,F 4L 8E RESPONSIOLE FO IF R THE CONTENT MASHPEE MA. 02649 MIGLIACCI RESIDENCE DES'SE OOF my NFORS DDCTION CF TDE OCNER RITEI NOI ODER U G 3 PH. (508))274-1166 DESIGNEROFANT ME ERFORS OR ONAS50N5. FAX (50$)539-9402 THESEDRA„TNGSREOLRR STHE IT71"E DATE :SE OF 5 2013 318 WAKEBY ROAD MARSTONS MILLS, MA �, (UERNOTEDANTOTIEECTION THESE DRAN'WGS REOU6tEs rINE W WREN CONSENT OF 1 HE DESIGNER UPDER THE ACT OF 19TUML COirvWGIrt PROTECTION - '- - ....+ _-.—�+ ___- _._. .-__•.__...---...__....ten__ .�.__. �_. � v _ � NOTES : ELECTRIC METER 1.)THE ELECTRICAL PLANS SHOW GENERAL PURPOSE LIGHTING,SWITCHING AND SOCKET OUTLETS ONLY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO ALL STATE,FEDERAL AND LOCAL CODES THAT APPLY. - 2.)THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO WALLBOARD INSTALLATION. TOOA ELEC.PANEL 3.)VERIFY W/OWNER IF ANY LIGHTS ARE TO BE ON DIMMERS. 4.)THE ELECTRICAL CONTRACTOR IS TO PROVIDE&INSTALL ALL LIGHT FIXTURES AS SELECTED BY THE OWNER.LIGHT BULBS SHALL BE PROVIDED FOR ALL FIXTURES. r--- 5.)THE.ELECTRICAL CONTRACTOR IS TO PROVIDE A 100 AMP SERVICE&PANEL. zAOVlJOR \ � C RECEPTACLL E LEGEND RECEPTA \ I 1 � I $ SINGLE POLE SWITCH I I CONCEALED CONDUIT(TYPICAL) I � 1 I � � E)= DUPLEX RECEPTACLE(TYPICAL) I I I ® CEILING MOUNTED DUPLEX RECEPTACLE ' 2'x 4'FLOURESCENT FIXTURE OVERHEAD DOOR MOTOR WALL MOUNTED INCANDESCENT FIXTURE(TYPICAL) � /O \ SURFACE MOUNTED FLOODLIGHT(TYPICAL) ` "PORCELAIN"INCANDESCENT FIXTURE(TYPICAL) RECEPTACLE- Ix WN FROM CEILING -------_—_.—. ELECTRICAL PLAN THE OESIGHER SHAu BE 110TFFD F AHv NEW GARAGE FOR: ERRORS AWNGSSONSAREFOUNDON SCALE : DRAWING NO. ®�® COTUIT BAY DESIGN, LLC CONSTRUCTION. f RTTR 43 BREWSTER ROAD C0N5iRUCTO"'"�B°"°° `°""A`T°R 1/4"= 1'-0" WO.LSF.RESPON5181 E fOR THECONfENT — MASHPEE MA. 02649 MIGLIACCI RESIDENCE pTNESE or Am GE FCRS OROmMSM COMMENCES W RHOuT NoTWMG THE MA (508)274-1166 THESEstc DR w.GSA ERRORS F O 71HEU DATE THESE DRAWINGS ARE SOIEIv FOR 1HE USE FAX(508)539-9402 OF It IOF tDTEDANYOTNERMSEaE 8/15/2013 318 WAKEBY ROAD MARSTONS MILLS, MA �naD�WM�RES THE TTEN El CONSENT OF 1NE DESIGNER UNDER T/F NirTEMRAI COPYRIGHT PROTECTION