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HomeMy WebLinkAbout0103 TONELA LANE I . , _., I .. ,, 1 ,,,,,.___ - November 16, 2011 M c KBE NZI'E Mr. Tom Perry ENGINEERING Building Commissioner CONSULTANTS Town of Barnstable structural civil environmental 200 Main Street - - Hyannis, MA 02601 y ,,m RE: Garage Portal Wall Repair, Fair Construction, 103 Tonela Lane, Barnstable Dear Mr. Perry, ' McKenzie Engineering Consultants, Inc was retained by Pine Harbor Wood Products to complete a checklist review for a proposed garage to be constructed at 103 Tonela Lane in Barnstable. Since that time, a different contractor, Kevin Fair Construction, completed the construction of the garage using Pine Harbor plans and our checklist letter. However, the portal walls prescribed for the garage door elevations were not 6 installed and therefore, this letter provides a repair to provide similar wind resistance with the constraints with the building in its current state of completion. 4' The following measures must be taken to reinforce the existing construction for the garage door' le"vat on. . ; `# 1:Lf o'' V•TOKr-IT= -'cat ; —'is !.• .". ",_"_."z s..(+, F 1. Install HDU 5 hold downs at the garage Fdoor,elevation corners and`at'the door c„, . openings. Drill and grout a 5/8"threaded`rods to connect the HDU 5s to the . - foundation at the corners and at the king studs framing out the garage door on both sides of the door. The rod must be installed into a 3/4"hole 10" deep and epoxy grouted with Simpson SET epoxy of equal. 2. Provide solid blocking between studs using (2) 2x4s to align with the bottom of A, w the garage door header for strap nailing described in item 4 below. 3. Sheath the inside walls on the garage door elevation with 5/8" CDX plywood and nail the sheathing 3" on center at the panel edges and 6" on center in the : . - .. field. 4, Install (2) CSl 6 straps that run from the corners of the garage door wall to 24" into the garage door header and fully nail. One strap should be at the top of the header and one at the bottom of the header. If there are any questions feel free to contact me.• y 'zHo Sincerel ,ate' �Rs` MARK A. tN` 2 s Jul ill( a iw tr if ;c sG.G ,.iy S:fr I�rjl(/ },. ...A0 c,r.: - ty ... 6...;t,t'3ur.' Di.:11 ss-- rt i ?l,^ ' -.a." a+1 1\10,.39068 .Dil zt`" ;;3t^ M rkA. McA ►, P.E. III I. ir,Ir.,'.:'1 :`1DL 2 ;ti.`3(!1 40'-'-'3<. :,r `tom ...�..i. t - t:'4s s%.4� �s ,.::t `:« rid'Pres., goo'McKenzi ,s'- onsultants Inc. "0Al_ 1279 Millstone Road cc Kevin Fair Construction , Brewster, MA 02631 - ` . t 774.353.2144 f 774.353.2142 www.mckengineers.com ,u., t • - . : Job No*: - Job-Name:. I279 • g- ,MA 02631 - -- Site:- . _ - i1 774 353�1di • • J9 : ® f n S3.2142 'Y www ndoenainseis mm • .; - fttgit >' lnitiaJs:: Date(s): '_ ENGINEERING • CONSULTANTS . : - • ... ...- . ' p.O-127A-L--LA-)ed-A--; 2-et9A-1 ir2. • : - - = :- - - : • - C b -- 46au -GONT I tit u o c,S kc- 4£ i2._ C t - - • - ' •• - • PO • Nu ••: -- —'- ---- - - • Illiimmill I • • • AD • loctor24 ' _Ii. - -. _ - - - . ,Lx-tu.,_:. .1,•dicietit - .: •. - - .. .. • ._ ... . _ . .. _._.. ..... . , , . . . . .. . .. .. ... . . - • - : - 052 •Lcz__) eN.6.,s... fgr.5,•.._.•:. .....„ • .. ..,____;_______:•_ ;__ , - " ; • :- . .. .... • .. • . : . -kJ ilk--*fu it br..it I-'hole4,--q-acipratts • Ceiliti. rh.. 41 . film at-Aer... • • • • • • _ __ __..._ : .._ : . • _ : - Gto�Sfu�s - - - - --: - . _ •... .• _ ' .• - - - - -- • - - . -- -- ;- -- --- •_.. :........ • • •• 601.4-5 �f � � - Site: ! L i 1I-Ik V._ _ s 353.2eAft144 fngirrs 1ni1ia�'s. M C 6 _ 721 e2 s EN ,". _ E3afe( ). I. NEERING:. anCke"s'"°° '" .t .: • - CONSULTANTS • . :G(4ed'" ;ICk C.7(..r. ..fl)a I IP--. - -•- ' - . - - .15 10.1•47, -� a +laded vt�g : - _ - _... _ _ _. ._ _..�.. - p Grp ao -Goi l S ; - : - - - i .- ._. •_ - :L.: .0 j, .. "• I - -•-0 - - : _._:.. . - _. ;._ - 2j0.62, S, LOT AREA 41,460 SF± b \\ 1?---- ,,. \ \ 6 N N pECA W Z EXISTING J DWELLING N - W Z 0% oEoK 11 GARAGE UNDER CONST. Co vi 211.46' DCE #10-229 PILOT' PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 103 TONELA LANE CUMMAQUID, MA SCALE : 1" = 40' DATE : NOVEMBER 8, 2010 PREPARED FOR: REFERENCE : ASSESSOR'S MAP 336 PARCEL 21 DAV U Me ]PI[TTON PLAN BOOK 138 PAGE 99 DEED BOOK 22430 PG 119 JIEANNIE GI[ILILIES11 I[IE I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. w ��cT��N OF Mtissy$, ����((((AAAA�������� off 508-362-4541IT �° DANIEL �G'- .tax 508-362-9880 A. co downcape.com ® OJALA il Ikea cape eagineeting,iac. �A.No. •g:,. p. �^ civil engineers —��— V • ! .�� `o, ? F IlLII land surveyors _ , 939 Main Street (Rte sA) DATE • " sF`2 ��±�s'LAND SURVEYOR YARMOUTHPORT MA 02675 3( p.. r t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r c a -4- Map 3 S10 Parcel O iI Application # p Health Division 2 2 0 0'1 - 3 II Date Issued Conservation Division Vt., Application Fee O Planning Dept. Permit Fee f�da‘ Date Definitive Plan Approved by Plann ng Board PP-- Historic - OKH Preservation/ Hyannis Project Street Address 10 7)we LA L_M Village s I�'6 LE Owner D t D ? k 1"j DJ Address I o 3 mj NIE-L,A LN Telephone /� �®B-" 1 L " ���o Permit Request a,�� ��•IS M -1, itW 0W )C o2. f DE C!-1EL7 OV S I :r) -Gam. G- C-- - Cerfvu(L i M JDrtil C J - yaw T-7erirl4E er Square feet: 1st floor: existing proposed 4130 2nd floor: existing proposed ® Total new4 Zoning District Flood Plain Groundwater Overlay Project Valuationo 2-4i 000.f Construction Type W LYUO Lot Size 't I 10 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family IBC Two Family ❑ Multi-Family (# units) Age of Existing Structure 1166 5 Historic House: ❑Yes )kNo On Old King's Highway:XYes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other �1-I9'6 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing 0 new 0 Half: existing C) new Number of Bedrooms: existing 6 new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove;❑Yesisi ❑ No Detached garage: ❑ existing Xnew size_Pool: ❑ existing ❑ new size _ Barn: U existing 0 new Size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: <v-w i N -7 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ = Commercial ❑Yes No If yes, site plan review# " /^ Current Use Proposed Use il"C.c APPLICANT INFORMATION (BUILDER OR HOMEOWNER) r Name ?? h?y2..i&L 1 `-64-11'7 �1 Telephone Number 50 S- L4 3 O b Address 2S t QV EE1\) ' mtE License # 0-7 3 g S I 1 v 10/4 i" Home Improvement Contractor# 13Z ?3 c O u 145 Worker's Compensation # ^C y S -1 7 9q 'I L ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C.f J EWLLO �U STEP-- LOC' teem S SIGNATURE MO DATE 1 i 1. 6 _, • FOR OFFICIAL USE ONLY - . • 4 • 'APPLICATION# ; . 1 x _ r ' "DATE ISSUED ;, x MAP/PARCEL NO. s pry' �.. _ , J S '^1 c ADDRESS , VILLAGE OWNER • i ._ .,. . DATE OF INSPECTION: . FOUNDATION /q --! t —I 0 11S-r<---. , , FRAME • INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL` - sf r PLUMBING: ROUGH FINAL ' ' [ GAS: ROUGH FINAL I. 1 FINAL BUILDING r r c DATE CLOSED OUT r ASSOCIATION PLAN NO. 326 Yarmouth Rd. • HYANNIS '• 508-771-5007 hyannis@pineharbor.corn. 259 Queen Anne Rd. • HARWICH • 508-430-2800 Pii \�E OR info@pineharbor.com WOOD PRODUCTS 800-368-SHED(7433) . www pineharbor.com Its all about the wood Owner Authorization . , l \ TO areft.a , as owner.of the property located at 7914'4.r. (Property address) s; . authorize 3 °/' te, to- y►tE11 !"'"F act on. my'behalf (Name of contra for/agent) in all matters relative•to work authorized by this building permit application. • :Owner's Signature: . . : Date: /'o"- 'c • . . ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: . i.(, j MG_s A _ Site Address: 1.6 --r— A_ L . print • Town: Applicant Phone: 5 •aP4,OU � c Applicant Signature: ��%'/ ,�� -�' - Date of Application: NEW CONSTRU ION: (choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option 1: Fenestration exposed Wall Floor Basement Perim er U-factor floors R-Value R-Value Wall R-Val e F SPF SEER R-Value R-Val and D th Na'onal Applian e Energy 3 5 R-3 8 R 19 I'<19 R-10 R- , Co ervation Act(NAECA)of 4 198 as amended,minimums or greater as applicable Note: This form is not required if you c oose eith-r of the two rsions of RE heck as listed below. I I Option 2: 4 REScheck Version 4.1.2 or l„ter vari t,so are analysi must be completed (780 CMR 6107.3.2) " REScheck—Web which can be a, essei at h . www.ener codes. ov/rescheck/ ADDITIONS OR ALTERA ONS TO EXISTIN I BUIL 1 GS OVER 5 YEARS OLD* *Buildings under 5 years old mu t use op ' n#1 or#2 in New Cu struction section above. Complete the following fo ula to de rmine the % of;,lazing: (a) Gross Wall- Ceili Area equa s '•rmula: (100 x b - a) SF 100 x ± = % of glazing Glazing area equ s SF b a If gla g is 5.40% use t c rt be If glazing is> 40 % proceed to "SUNROOM" section 780 CMR TABLE 6101.3 ''' SCRIPTIV ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS UM MINIMUM Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the-entire ceiling area(i.e.not compressed over exterior walls,and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) east cape engineering, inc. 44 Route 28 P.O. Box 1525 CIVIL ENGINEERING Orleans,MA 02653 LAND SURVEYING WATER RESOURCES LAND COURT ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING SANITARY CERTIFIED PLANS STRUCTURAL 508-255-3176 FAX WATERFRONT WEB SITE: www.eastcapeengineering.com 7th Edition Massachusetts Building Code Mass. Version of the WFCM 110 MPH Exposure B Checklist Summary of Construction Requirements Project: Pine Harbor for Pitton, 20 x 24 Garage Per determination of the building department, the site is Exposure B 1) Check list has been satisfied for all components of the proposed garage except the following: a. The front elevation with the garage door does not meet minimum% sheathing requirements and the opening is greater than 12 feet allowed by the checklist. Two 24"APA portal walls are required to resist the shear load and brace the opening. Refer to the attached APA Portal Technical Topic document attached to this letter. Standard framing connection requirements: Table 2 for WFCM manual must be utilized for nailing requirements of all framing elements.' Anchor Bolt Requirements: Anchor bolts spaced a maximum of 71" on center set at a minimum depth of 7"into concrete. Place bolts at corners between 6" and 12". All sill plates to be attached to anchor bolts with 3"x3"xl✓4"plate washers. Ceiling Construction Requirements: First two ceiling joist bays are to be blocked with 2x lumber 4' on center for the length of the joist. Exterior Wall Requirements: Side exterior wall studs to be 2x4, 16"on center. Gable end walls to be 2x4, 16"o/c framed full height. The double top plates on the exterior walls to have a minimum splice length of 2 feet and splices to be nailed with 8— 16d nails in accordance with Table 6 in the WFCM 110/B booklet. Nailing of plates to studs to be with 2- 16d nails. The bottom plate to floor box nailing is 3- 16d nails per foot on all elevations. For window openings, multiple king studs are required. For openings up to 4 feet wide, 2 king studs are required, for opening 5 feet to 9 feet wide, 3 kings studs are required. For shear and uplift connection of the sheathing,the sheathing is to be nailed 6" on center at the edges and 12" on center in the field for all sheathing except the front elevation. All nails are to be 8d or equivalent gun nails. In order to eliminate the need for steel strap ties and hold downs per the WFCM manual, sheathing must be installed in accordance with Note 4 on they Mass Checklist. This includes using full sheets of sheathing running from the PT plate/beam up to the top wall plates (Note 4 Sheet attached). The front elevation requires construction of 2 APA portal walls on the two sections of wall on either side;'of the garage door. The portal frame requires installation of 2 Simpson STHD14 hold dcwns set into the concrete. Refer to the APA document attached to this letter. Roof Framing Requirements: Rafter connection to the top plate requires Simpson H-10 or H-14 hurricane clips on every rafter. Simpson H-2.5 clips can be used if blocking is installed between rafter bays at the plate to resist shear and lateral loads. All clips to be installed in accordance with Simpson requirements. Collar ties are required within the upper third of the roof height on every rafter connection or use'Simpson LSTA 18 straps on top of roof sheathing across ridge on every rafter nailed in accordance with Simpson Requirements Roof sheathing to'be nailed using 8d or equivalent nails 6"on center at the edges, 12"on center in the field! The first two bays on either side of gable ends must be blocked with 2x blocking spaced 4 feet on center the entire length of the rafters. Limitations and Contractor Responsibilities The contractor must refer to the Tables and Figures within the WFCM 110 MPH Exposure B booklet for illustrations and requirements discussed within this summary. All connections and nailing must meet the requirements herein and as illustrated in the booklet in order to be in compliance with the building code. The contractor is responsible to ensure all connections, nailing, and anchor bolts are visible to the inspector at the time of the framing inspection/foundation inspection. The contractor must reference the Simpson Strong Tie C-2009 catalogue for all strap,hangar, and tie installation requirements and limitations. This document and the attachments as well as a copy of the WFCM booklet must accompany all sets of plans submitted to the building department and issued to the contractor/subcontractors unless the plans are updated with notes and details that reflect the requirements stated in this document and attachments. The requirements in this letter and in the checklist supercede any notes on the plans. This review was completed on plans submitted by Pine Harbor dated 9-30-09 revised 10- 9-09 and was based on the floor plans, elevations, and sections provided. Any changes to these plans or field changes made may render the requirements outlined in this document null and void and could result in non-compliance with the requirements of the wind design. ,iH of `er MARE A. �'c� o ,: . 4 '-/. A r,:, , , r t 'I . ♦ \ ' /Z - No. 39068 /09 ' Mark A. ``to `:. ie, ' 6_4,l: ` =\ _ST6 / Treasurer, ,�•-,• .- .•, ,,, eering Inc. Attachments: Mass Checklist APA Portal Wall Technical Document a .i 9 `y_i. ,. C. �,f.. A„,-7:,,',,,,ailmr,: T 'f '" ' ^ir d - ♦ s..4E u'b s .R-: � 4 7 , s :� •4 ,, %;.1; e , ;;. ,[; : y.r„ s ,- 9 ;: wwwapawood:org Form No.TT-100C Page 1 of 3 November 2008 A PORTAL FRAME WITH HOLD DOWNS FOR ENGINEERED APPLICATIONS Engineered Design Use While the APA portal-frame design, as shown in Figure 1, was envisioned primarily for use as bracing in conventional light-frame construction, it can also be used in engineered applications. The portal frame is not actually a narrow shear wall because it transfers shear by means of a semi-rigid, moment-resisting frame. The extended header is integral in the function of the portal frame, thus, the effective frame width is more than just the wall segment, but includes the header length that extends beyond the wall segment. For this shear transfer mechanism, the wall aspect ratio requirements of the code do not technically apply to the wall segment of the APA portal frame. Monotonic and cyclic testing has been conducted on the APA portal-frame design (APA, 2002 and 2003). Recommended design values for engineered use of the portal frames are provided in Table 1. Design values are derived from the cyclic test data using a rational procedure that considers both strength and stiffness. The design value derivation procedure ensures that the code (IBC) drift limit and an adequate safety factor are maintained. For seismic design, APA recommends using the Design Coefficients and Factors for light-frame walls with shear panels—wood structural panels. Since design values are based on testing conducted with the portal frame attached to a rigid test frame using embedded strap-type hold downs, design values should be limited to portal frames constructed on similar rigid base foundations, such as a concrete foundation, stem wall or slab, and which use a similar embedded strap-type hold down. References APA, 2003, Cyclic Evaluation of APA Sturd-l-Frame®for Engineered Design, APA Report T2002-46, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-l-Frame®with 10-ft Height and Lumber Header, APA Report T2003-11, APA—The Engineered Wood Association, Tacoma, WA APA, 2003, Cyclic Evaluation of APA Sturd-I-Frame®as Wall Bracing, APA Report T2002-70, APA—The Engineered Wood Association, Tacoma, WA REPRESENTING THE ENGINEERED WOOD INDUSTRY 7011 South 19th Street•Tacoma,Washington 98466-5333 •Phone: (253)565-6600•Fax: (253)565-7265 ©2008 APA—The Engineered Wood Association • Form No.TT-100C Page 2 of 3 November 2008 Table 1. Recommended allowable design values for APA portal frame used on a rigid base foundation for wind or seismic loadinga,b,c,d ASD Allowable Design Values Minimum Maximum Ultimate Load per Frame Segment Load Width Height (pounds) Shear Deflection Factor (inches) (feet) (pounds) (inch) 16 8 2,780 1,000 0.32 2.8 10 2,180 600 0.40 3.6 24 8 4,720 1,700 0.32 2.8 10 3,630 1,000 0.34 3.6 (a)Design values are based on use of Douglas-fir or southern pine framing. For other species of framing, use the specific gravity adjustment factor=[1-(0.5-SG)],where SG=specific gravity of the actual framing. This adjustment shall not be greater than 1. (b)For construction as shown in Figure 1. (c)Values are for a single portal frame. For multiple portal frames,allowable design values can be multiplied by number of frames(e.g.,two=2x,three=3x,etc.). (d)Interpolation of design values for heights between 8 and 10 feet is permitted. Technical Services Division Disclaimer The information contained herein is based on APA—The Engineered Wood Association's continuing programs of laboratory testing,product research, and comprehensive field experience. Neither APA,nor its members make any warranty,expressed or implied,or assume any legal liability or responsibility for the use,application of,and/or reference to opinions,findings, conclusions,or recommendations included in this publication. Consult your local jurisdiction or design professional'to assure compliance with code, construction,and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used,it cannot accept responsibility of product performance or designs as actually constructed. ©2008 APA—The Engineered Wood Association Form No.TT-100C Page 3 of 3 November 2008 Figure 1. Construction details for APA portal-frame design with hold downs f EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) s ,,,,,,, A SHEATHING FILLER IF NEEDED ' , MIN.3"X 11.25" NET HEADER ,`. r,-r i • -7 3� ,. .l. I • - i' ,-� I.i TO 1$`......... �: • 1 FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL ' - I i 16D / " 1000 LB •, 1003 LB '' Ia ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. ! FRAME I I SINKERS HEADER STRAP(REF. CONSTRUCTION I 2 ROWS `. . { t..: STRAP 1000 LB STRAP OPPOSITE SHEATHING NO.L5TA.4) .0 C (REF.NO. €� . I LSTA24) • FASTEN SHEATHING TO HEADER WITH ED COMMON OR FOR A PANEL I" • GALVANIZED 30X NAILS IN 3"GRID PATTERN AS,SHOWN AND SPUCE(IF `i MIN.2X4 NEEDED),PANEL •I• ;; M,qX 3"O.C. N.ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP EDGES SHALL "i FRAMING HEIGHT S OCCUR OVER AND I'I'�.. '1 TYP. 10' FOR BRACING:MIN.WIDTH m 15"FOR ONE STORY „. y . BE NAILED TO •1 ''l MIN WIDTH=24"FOR USE IN THE FIRST OF TWO S'GRIES.FOR ENGINEERED USE SEE TABLE 1. 11 COMMON BLOCK , vi ING AND OCCUR I , 4200 LB MIN.(2)2X4 / WITHIN MIDDLE 24 (•• :' TIE OF WALL HEIGHT. ` MIN.(2)2X4' ONE ROW OF 3"-- • : DOWN 316'MIN.THICKNESS WOOD • ! DEVICE • �° STRUCTURAL PANEL SHEATHING C.C.NAILING IS .;. • REQUIRED IN EACH (REF.NO. . PANEL EDGE.M:N.4200 LB STRAP TYPE TIE DOWN DEVIC EMBEDDED } STHD14) . .. INTO CONCRETE AND NAILED INTO FRAMING):INSTAI LED N r . { , i' MIN, 103C LB PER MANUFACTURER.(RE NO.STHD14,) +. I TIE DOWN x L_ . :1• '• -- MIN,2"X2'X3/16"PLATE WASHER DEVICE(REF. I ;' r I "3 14 1 I ONE 5/E"DIA ANCHOR BOLT WITH 7"MIN.EMBEDMENT NO.STHD$) I FOUNDATION , . �. f> PER CODE 41 ._._ SECTION A-A • FRONT ELEVATION SIDE ELEVATION ©2008 APA— The Engineered Wood Association P111C.1-} tY co cod 19azluck5 , AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 j R I ` i ) fklilth - Check Compliance 1.1 SCOPE Wind Speed (3-sec.gust) 110 mph Wind Exposure Category B ti 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) j stories <_2 stories t.------ Roof Pitch (Fig 2) .4 fZ<_ 12:12 [r Mean Roof Height I (Fig 2) -14 ft s 33' r/ Building Width,W i (Fig 3) ZO ft 5 80' ✓ Building Length, L I (Fig 3) 1,4ft s 80' V' Building Aspect Ratio(LW) (Fig 4) I.Z. 15 3:1 ,--- Nominal Height of Tallest Opening2 (Fig 4) NQ f GS 71 D 5 6'8" y 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) ✓' 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete 1.- - Concrete Masonry Le* 2.2 ANCHORAGE TO FOUNDATION.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general (Table 4) 7/ in. r—" Bolt Spacing from end/joint of p ate (Fig 5) 9 in.5 6"—12" Bolt Embedment—concrete (Fig 5) 7 v in.>_7" v Bolt Embedment—masonry (Fig 5) in.>_ 15" NA- Plate Washer (Fig 5) >_3"x 3"x'/4" f..� 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) /1[A Maximum Floor Opening Dimension (Fig 6) _ft 5 12' 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) _ft <_d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) _ft <_d Floor Bracing at Endwalls (Fig 9) Floor Sheathing Type (per 780 CMR Chapter 55) Floor Sheathing Thickness (per 780 CMR Chapter 55) in. Floor Sheathing Fastening (Table 2).._d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) 7 ft 5 10' v-' Non-Loadbearing walls (Fig 10 and Table 5) // ft <_20' 1/' Wall Stud Spacing (Fig 10 and Table 5) ./L in.<_24"o.c. v.."' Wall Story Offsets (Figs 7&8) d ft 5 d t/- 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls (Table 5) 2x4- 7 ft 0 in. r Non-Loadbearing walls (Table 5) 2x - /n ft 13 in. Gable End Wall Bracing 1 Full Height Endwall Studs (Fig 10) WSP Attic Floor Length (Fig 11) ft>_W/3 MA- Gypsum Ceiling Length (if WSP not used) (Fig 11) ` _ft>_0.,9W N7 and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11) /M or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Pt Double Top Plate Splice Length (Fig 13 and Table 6) 2 ft Splice Connection(n . of 16d common nails) (Table 6) AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections Lateral (no. of 16d common nails) (Tables 7) t/ Non-Loadbearing Wall Connections Lateral(no. of 16d common nails) (Table 8) 7/ Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 3 ft 0 in.5 11' y' Sill Plate Spans i (Table 9) 3 ft 0 in. <_11' ....---- Full Height Studs (no. of studs) (Table 9) 2. Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) bfft a in.5 12' NMr I Sill Plate Spans.... (Table 9) J ft et in.<_ 12" /Sf/G Full Height Studs(no.of studs) (Table 9) See..lxttcr ✓' Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously.' Minimum Building Dimension,W Nominal Height of Tallest Opening2 At<6 8^Sheathing Type (note 4) _. Edge Nail Spacing (Table 10 or note 4 if less) (o in. 1G Field Nail Spacing (Table 10) /2- in. ....-- Shear Connection (no. of 16d common nails)(Table 10) -1 -. Percent Full-Height Sheathing (Table 10) fi�O.Y.►.*.-Aar rva, 70 //0 1.---- 5%Additional Sheathing for Wall with Opening>6'8"(Design Conce ts) Sec. -leltc Maximum Building Dimension, L 5 c.c.-i-c...q � Nominal Height of Tallest Opening2 625<6'8" c.---- Sheathing Type ' (note 4) cD}c L---- Edge Nail Spacing (Table 11 or note 4 if less) 6 in. e..---- Field Nail Spacing (Table 11) /Z in. 4.---- Shear Connection (no. of 16d common nails)(Table 11) 3/Fr v , Percent Full-Height Sheathing (Table 11) 75570 ...---- 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts) 444- Wall Cladding I Rated for Wind Speed? 5.1 ROOFS Roof framing memberlspans checked? (For Rafters use AWC Span Tool,see BBRS Website) ''''' Roof Overhang (Figure 19) / ft<_smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12) U= Z24, plf 1.--^ ' Lateral (Table 12) L= Il plf ..--' Shear (Table 12) S= 77 plf ..---- Ridge Strap Connections, if collar ties not used per page 21... (Table 13) T=2 f7„.plf 4.--- Gable Rake Outlooker (Figure 20) _ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U= lb. Wfr Lateral(no. of 16d common nails)...(Table 14) L= Ib. 4 Roof Sheathing Type I (per 780 CMR Chapters 58 and 59) COI Roof Sheathing Thickness Ift, in.z 7/16"WSP Roof Sheathing Fastening (Table 2) 4fv 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 11. 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. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. P Town of Barnstable • (11HE?oh, Regulatory Services��i Thomas F.Geiler,Director BARNSTABLE, Building Division MAss. Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601. Office: 508-862-4038 Fax: 508-790-6230 June 1, 2010 Mr. Robert J. Doherty 10 George Street Barrington, RI 02806 RE: 103 Tonela Lane, Barnstable Dear Mr. Doherty, Enclosed please find the approved foundation card for the above address. I would also like to inform you that you should follow-up with Old Kings Highway to be certain that your approval from the board does not expire prior to your making a decision regarding the construction of the garage. You can contact Marylou Fair at 508-862-4665 for that information. Sincerely, Thomas Perry, CBO Building Commissioner TOWBTOWN OF BARNSTABLE E= uiHdong Department e Foundation Permit Date 1 H 1 + ; Permit # 0005 • e_ ars - � - - ---- ----- Name K klivw b:- .- * tail Ce Location 1 03 eve ., 2f_. Insp. of BIdgs. ROBERT J. DOHERTY - ATTORNEY - PATENT AND TRADEMARK CAUSES ADMITTED TO PRACTICE 10 GEORGE STREET RHODE ISLAND BAR BARRINGTON, RI 02806 U.S. PATENT AND TRADEMARK OFFICE (401)431-1320 May 26, 2010 Via express mail-EH141893521US Town of Barnstable/Building Dept 200 Main St " ' 9 Hyannis, MA 02601 Re Building permit 200905808 103 Tonela Lane a ,hro c n Gentlemen rn Please renew the above permit issued 12/04/2009 for the construction of a garage at the above address.. A copy of the orange original permit is attached along with my check in the amount of$50.00. My wife and I purchased the property on May 14,2010 and want to live there for a few months prior to making a decision with regard to constructing the garage. My contact information is on the letterhead. .' cerel, c Robert J Do ylty (C° CQ� . 1;=. , ,........._ I A.* ' • TOWN O. BAR ASTA BILE ,._,,,, F g ,..„„. , Building Department - Foun-dation Permit 1 1 ,. t Date /za---L-1--- oF Permit # Name sk-k — ig c 6-- 4 Location it) 7 N t___.:----- c4i_ z_el' g11--itif i , Insp. of Bldgs. 1 4 4.1 * • ' • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 3LeParcel v Application # 02090 Health Division Date Issued 1 Zi L '0 Conservation Division 'Application Fee Planning Dept. ` Permit Fee- Date Definitive Plan Approved by Planring Board Historic - OKH Preservation/ Hyannis Project Street Address /®cam % r -/&. (a i1 l i'it Village Owner Address Telephone Permit Request C__YZ&vi -e O' 0 n f'c'-L�To li Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use 0 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name t,;,,, �:� Telephone Number S 0FC 3GZ 8 t8 `C Address , 1-Iv)evv2c 2d License# cf.q(®3q .ru.'[Lp cN' l l Home Improvement Contractor# /S3 q U L(. Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO yd."- a-, tv( SIGNATURE �--- `�-� DATE 9 zs-ILv O V r FOR OFFICIAL USE ONLY • APPLICATION# • DATE ISSUED MAP_/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: : FOUNDATION r FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL 4 GAS:' ROUGH { FINAL ",°FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Try Town of Barnstable t-: . ., Regulatory Services maNsrAst.E 93 Thomas F. Geiler,Director �Eo � Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.fown.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 • pti ComplProete anertyd Ow Sign TheriMsust Section a:v. If Using A Builder 1, -.aide v-1 J a 4�7`` as Owner of the subject property hereby authorize k.e u 1 M fa t e to act on my behalf, in all matters relative to work authorized by this building permit application for. fo S -7:n .e.A ,i4 .e • ap.„r7:dd (Address of Job) YieAcic • IX:IL---- Signature of Oder df�2r/.7L- ✓ DeK&co-!` Print Name . If Property Owner is applying for permit please complete the Homeowners License Exemption Forge on the reverse side. Q:FO RMS:O WNERPERMISSION Town of Barnstable C ft�ray • „� ,i . o Regulatory Services ,� Thomas F. Geiler,Director ussbsv ,�� Building Division rEDy Tom Perry, Building Commissioner 200 Main.Street, Hyannis,MA.02601 www.townlbarnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: , number street 'village • 'HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town 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. DEFINITION OF HOMEOWNER , ." 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 and requirements and that he/she will coruply with said procedures and requirements. Signature of Homeowner Approval of Building Official , ` ` 4 • 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 work for which a building permit is required shall be exempt from the provisions , of this s'ection(Section 109.1.1 -Licensing of construction Supervisors);provided 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 arc assuming the responsibilities of a supervisor(sec 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 hrlshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. ' Q:forms:homccxcmpt d'` y •oi.otE' ti Town of Barnstable Regulatory Services *4:9.E,t Thomas F. Geiler,Director O►`� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, Q_AA Cam,; , Construction Supervisor License. # Ct -1193c( hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit# 700/C 5$C? , issued to (property address) t 03 0 l CA. _ L on C)c , 200a. The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond(if applicable) q rgL1 0 LICE SE HOLDER DATE -,...4,,,,. - 4.1' ,"#' 94ypcbs idov *Permit# 7 S'�' Town of Barnstable P �OFTHE tqy� Expires 6 months front issue date • Regulatory Services Fee �risrwsr.E, • � ass. g, Thomas F. Geller,Director r s6rit , Building Division -P .. jToni Perry, Building Commissioner 200 Main Street,Hyannis,MA 02601 MAR ' :2 2004 Office: 508-862=4038 TOWN OF B�RN�Ti_i. Fax: 508:790-6230 , EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red I-Press Imprint • Map/parcel Number 37 �' 'p 3 / in iL� LAN& �rv\-4&-�1 Property Address ,f / Value of Work 4 1p, ` . C) .l�© (Residential Owner's Name&Address tin bF is Lk-wit) phone Number_ .ezi----53q--nq 2_, Contractor's Name r3 Home Imp 4_313 rovement Contractor License#(if applicable) c 14) Construction Supervisor's License#(if applicable) [ Jorkrnan's Compensation Insurance Check one: 0 I am a sole proprietor 0 I am the Homeowner — — I have Worker's Compensation Insurance ce Company Name 2CVe CO . 7,c(bf� ' Insurance N ini aCd(11,1—' P (n � ( worlon an's Comp.Policy# I6.(it 6 To I LI lqg, _0 3 Permit Request(check box) e-roof(stripping old shingles) All construction debris will be taken to [X; 0 Re-roof(not stripping. Going over existing layers of roof) • O Re-side' . 4Csio [] Replacement Windows . U-Value (maximum.44) *Where requited: Issuance of this permit does not exempt compliance with other town departrnent regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. Home Improvement Contractors License is required. Signature !`_ f • • `01 Town of Barnstable ;aaf, Regulatory Services sh,ax $ Thomas F.Gefler,Director 130,,1 f� *� Building Division Tom Perry, Building Commissioner • 200 Main Street, Hyannis,MA 02601 • 0f{ce: 508-862-4038 • Fax: 508-790-6230 • • Property Owner Must • Complete and Sign This Section If Using A Builder • I. n or Le -en I, ..- __.__.............._.;as.Ocvnet.of the.subjectproperty- ._. • .to°act on to .behalf,. hereby authorize NIU �:d • -. ... y in all matters relative to work authoiizecl•by this buflding•permit•application,for: •• • • b3 -Tc-ineicL. (Address of Job) 3/0,3 /6q Signature of Owner Date \Vl© t<1 • Print Name , - ti TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map G-3.3 6 Par I` Permit# 48 45T Health Division 9,/ " Date Issued 9 Conservation Division b< 7/ /6o U ' Fee Ci-3/ • 00 Tax Collect :1A:Qe�� � I i U _ Treasurer C - SEPTIC SYSTEM MUST E Planning Dept. INSTALLED IN COMPLIANCE WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODE AND ' TOWN REGULATIONS Historic-OKH ,4I-d Preservation/Hyannis Project Street Address \v 3 1 C.A\6 Q'l ...6,61 C Pis Village Owner ‘" ,(C_. \,e 2x1 Address 103`1�\e\0, Lc\ Lm-c.Cl ccu CA Telephone 3lpa - 0--\U' Permit Request �crri /�,•w 4v,4, .00cr5 �/,0/G f/ fj_'v.c1 �/l 6t OA`g A'o-i# r r 1"-1. ( 0 ) p.4/0/ 3 3 A M(JIr►2So i.5 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation !O, 000 . Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family tzi_ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing • new Number of Bedrooms: existing .✓' new 0 Total Room Count(not including baths): existing. new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size . Attached garage:❑existing ❑new size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION I Name\ rex l 4 l Telephone Number 36Q — I{py(ng Address 103 <TQla Lnn e License# GA'cic\-1 C 0.6 Ma oQ(03 i Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO B, c". -T. / SIGNATURE/ 'QIf C52 K: l.—Ce�t1 .DATE `� - (0 -inn FOR OFFICIAL USE ONLY PERINIjTT NO. DATE ISSUED « MAP/PARCEL NO:, 411 ADDRESS VILLAGE OWNER (4. DATE OF INSPECTION•: • FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL -' GAS: ROUGH ' - FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. The Town of : arnstah1e °Ft4eroha, Department of Health Safety and Environmental Services f. jy4 °'. Building Division °* BARN-STABLE, 'do i639- 367 Main Street,Hyannis MA 02601 truss • Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION [� I Please Print DATE: - l p _0 0 - �an A (A Lane Comm 0td JOB LOCATION:_1�� - number 1 street village "HOMEOWNER":CPS l.P..Q 3(0. '1AOS na a home phone# work phone# CURRENT MAILING ADDRESS: 1 CUMcC- G.Cetd Ma op(n3-1 city/town 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. ` DEFINITION OF HOMEOWNER 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 lie/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 and requirements and that he/she will comply with said procedures and requirements. �l c \i • c ""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 work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided 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 to amend and adopt such a form/certification for use in your community. I Q:FORMS:EXEMPTN e . . . o .,--7---t.' 20'-0"/ / PINE HARBOR 20'-0" f 10 -0 WOOD PRODUCTS / s Its all about the wood' A I'� A WWW.PMEHARBOR.COM I1 a 3 Mir CO COI-600-368-SHED 11433! 9� '! o 0 THE OUTDOOR STORAGE SPECIALISTS O O LICENSED REGISTERED INSURED cr, r 259 QUEEN ANNE ROAD '\ --- --- ,,` L — l _J \ HARWICH.MA 02615 I I I S �0 fax 508-30-I I I I 341 YARMOUTH ROAD (WILLOW ST.) HYANNIS,MA 02401 tat 50S-111-5001 fax 508-111-1010 -i_ i FOUNDATION& FIRST FLOOR a PLAN N.. I ' I .....0 m "T• i I CV PROPOSED CONDITIONS FOR: i I r CLIENT: PITTON EDGE OF I 3068 O ROOF LINE I I \ 1 N 4" CONCRETE SLAB ABOVE ›I I N ON GRADE I ADDRESS: I I I I m CNI o r I I I I 1 0 TELE: I I I I I I _ I I N . I I I I E-MAIL � I I I I I I I I I— I I I I I I I I I I I ADDRESS OF PROPOSED WORK i I I I I I I i _ I * ir ) 1'H X 16'W OVERHEAD DOOR DATE ISSUED: 9-30-09 REVISIONS, 10-9-09 BOX BEAM Lf II-5-09 TRIM TYP. 10'—O" — AT CORNERS ! / A A III,. �`',A.3 A.3 SCALE: 1/1".4-0' III t1 1\ � L �I IRBT LOO PLC a 1 2 F O u \l D A T I O UNLESS OTHERWISE NOTED. SCALE: 1/4" = 1'-0" SHEET NO. SCALE: I/4" = I'=—o° A. 1 TOTAL NUMBER OF SHEETS IN SET: 3 r R RIDGE VENT > 11� e e a � u e s r e a a 1 e 1 a 1 u >I � a PINE Li HARBOR1 1 N 11 1 I 1 I q I I 1 I I I I 1 I I q I I 1 1 1 I 1 I I 1 1 q I I 1 I 1 I 1 I 1 I wOon PRODUCTS IIIIIIINIIINII III IIIIIIIIIII IIIIIgIIIIII 3-TAB I 1 I I 1 I 1 1 I I I 1 I 1 l ( 1 I 1 1 1 I 1 ASPHT. ROOF Its all about the wood'" 1 1 1 1 1 1 1 I II I l I I 1 1 1 1 [ I 1 1 1 1 1 1 1 1 )I I I I N I 1 1 1 1 II 1 1 1 1 1 I SHINGLES WWW.PINEHARDOR.00M I-800-3[8-SHED f14331 -a n r R R r r L R R R n R tl R 1 R R tl a R A--- THE OUTDOOR STORAGE SPECIALISTS LICENSED REGISTERED INSURED 12 tl--- -. :::19 PITCH < 1" CEDAR 25HAQUEEN ANNE RWICH.t1A 02615 ROAD T t G VERTICAL tel 508-930-2800 fax 508-130-115 < I x6,1 x5 ROAD CORNER BOARDS 344 YA MOUTH HYANNIS,HA O]W(OI ILL OW ST.) tel 508-111-5001 C I x5 DOOR TRIM rax 50e-111-1010 EXTERIOR SLA _ l' H x 16' W OVERHEAD DOOR ( FLRBLVL $ ELEVATIONS I / a �FRONT FLEVATIO \ CONC. FDN. SCALE: I/1" = I'-0" • PROPOSED CONDITIONS FOR: SLAB 3068 FLR_ LVL CLIENT: PITTON RIGHT FLFVATIO \ SCALE: I/I = I'-0" 12 ADDRESS, 9 PITCH I x8.I x2 • RAKE BOARDS TELEX BOX BEAM TRIP `` — < 9" CEDAR I I I 1 I 1 ,' 1 1 1 1 .l N I I l I I 1 I I I I I I I I I i 1 I I 1� I I I I I I I I I TtG VERTICAL E-MAIL: I I 1 q 1 1 J V j 71 I 1 11 I 1 1 1 I I 1 1 1 < Ix9 WINDOW TRIM 1 , I I q 1 q I II I I II I I I I /2136 /2136 s• 1 I 1 I 1 1 1[ q 1 1 K 1 1 1 1 l I 1 1 2" SILL 11 I I 1 I I I j I j j j ' J I I 1 1 I 1 I 7-1- R II � N 1 I 1 1 1 I �I I 11 1I ADDRESS OF PROPOSED WORK—E---E if —A— R tl ` < Ix6,Ix5 CORNER BOARDS SLAB DATE ISSUED: 9-30-09 _ - - FLR. LVL A, REVISIONS. 10-9-09 — — — 1-5-09 — 1 G0 LFFT FLEVATIO \ CONC. FDN. SCALE, V4'-I'-O• SLAB SCALE: I/9" = I'-O" t=niii , '� O I ] 1 a 3068 3068 FLR. LVLUNLESS OTHERWISE NOTED. 1 — — — `c,,,z, ,L.- 12.6:��j$ /k:,6-- e / �(ai" SHEET NO. �:� l � ��- A 2 . RFA FLFVATIO \ I- '` �� . i ! TOTAL NUNDER OF SHEETS SCALE: 1/9" = I'-0" ! _ IN SET: 3 • :4 I: ispisieze• PINE HARBOR WOOD PRODUCTS It's ali about the wood' WWW.PINEHARBOR.COM I-800-308—SHED (1433) THE OUTDOOR STORAGE SPECIALISTS 2"x12" RIDGE BEAM LICENSED REGISTERED INSURED — 259 QUEEN ANNE ROAD • HARWICH.MA 02645 q PITCH 12� g ® 2A O tel SO8 30 115 `O ROOD RAF CER 2x8 COLLAR TIES ® 21" O.C. 3-TAB ASPHALT ROOF SHINGLES HYANNIS•MA (WILLOW 344 TARMOUTH ROAD (WILLOW ST.) 21.01 _ - - 2x r12. 2x9 T�P PLATE 11 _`_` 5/8" CDX PLYWOOD Fax soe ii ioio _ �I( `�\ C� 2xq �II`,� (2) 2x12 HEADERS BUILDING 2X8 HEADER 2X8 HEADER I I'-O" I SECTION v .' '` /�\ / \ A 1. O / \ / \ OVERHANG ALL SIDES f- `� = 1" CEDAR TtG VERTICAL PROPOSED CONDITIONS FOR: r 2 1 o C 1/2" CDX PLYWOOD 7 Co = Q CLIENT, PITTON I- Z 2x' STUDS s 16" O C.---3-C.---3- _ F- ^C 2x1 STUDS a IC O.C. • I/2' ANCHOR BOLTS 5.V-O" O.C. (TYP.) ADDRESS, — 2x1 LL q' rONCRETrE SLAB / . V 2x4 11T. 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SHEET NO. A.3 TOTAL NUMBER OF SHEETS IN SET: 3 • S>,°3',3Sn 270,62, MAP 336 • PROPOSED PVC VENT PIPE, EXACT PARCEL 22 / / LOCATION TO BE DETERMINED BY OWNER REMOVE&REPLACE UNSUITABLE ----- MATERIAL TO C-SOILS WITH 6 CLEAN, COARSE SAND /3 PROPOSED 6 - 500 GALLON / LEACHING CHAMBERS / 1 cc . O n MAP 336 c 2:7) II PARCEL 21 TP;2- TP1 x f � , -{' 41,460±S.F. ) / 4-----_ �. 38:8 1 . ,,,, ,\„ „, x ______ CV 1' / / ;, ) Benchmark �� c \,, ,,,) Nail in Oak Tree / (5) C° w ',�.___ (4) b Elev. =40.00' 4/ `V o Approx. M.S.L. ,�� J ` /� -- (3) _ ,'G/E 1 7.8'— z ) i�0� "\�`c \C / <f._, .12��) � ����� BH i1PROPOSED 1500 GALLON ) "�SEPTIC TANK (#1) 1 �, HC 31 � � ®EK . 1311 (2) 1,, # 103 cO EXISTING N HC 1 3-BEDROOM o co?) / p DWELLING HC 4 o `- ; TOF 14 s .,. /) (1) GA 2 1 e z. Gqs 1 ....--' --'---\\ 0 ) - . \\S WALK PCRai EXISTING STONE 1 DRIVE ti \. � � 0 z / 't • Sor‘ f /' 1. 6, I.f � r \ N87°08'15'W /// - 211.48' i MAP 336 PARCEL 62 HC 4 38.3' 46.3' - SITE PLAN 57.8' SCALE: 1"=20' —