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0104 STONEY CLIFF ROAD
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Y � i fd 10 ti4 ,,I F rq 3 4 4 >.S f q i t F ti s g + fi Y `[ I' r N r- ,` y' a 5 ,�"'`� i.` x t - ' - I,I, .. . r r n TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ® Parcel d'�f Application 3 Health Division Date Issued Z 3 Conservation Division Application Fee r Planning Dept. Permit.Fee Date Definitive Plan Approved by Planning Board co-b -7hh? rw- Historic - OKH _ Preservation / Hyannis Project Street Address Village ( 14--eVVIII-e- Owner_ All-ell -i N4q"74 /l/e/dO6t Address /off' Telephone 77S- Aoe¢ luG3 �- .Permit Request .:r-ay J New f9 X /4" p 2 c./C o"' / 116°e Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District e' Flood Plain Groundwater Overlay Project Valuatio V �Oi D0, 0d Construction Type Zdvup Lot Size B• 3 / Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Od/ Two Family ❑ Multi-Family (# units) Age of Existing Structure / y 7 Historic House: ❑Yes Q(No On Old King's Highway: ❑Yes Flo Basement Type: p(Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.)- D Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new d Half: existing new -cd G-moo-t3 Number of Bedrooms: /7 existing d new q Total Room Count (not including baths): existing new First Floor Room Countc_t. == Heat Type and Fuel: 2 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes U/No Fireplaces: Existing New Existing wood/coal stove ❑1s ❑ No ; I Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ xisting cLg ne w-ii size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes IdNo If yes, site plan review# /1elt)�«xf�/fiN le_l"�a�'lefi��uT<.�/ ✓�w ,le_�,4,�i . Current Use � - y- =-Proposed-Use.— APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �P�e2? ' St�aaT�l Telephone Number • -,ad/- 9s-I'l ' C41122 r'!•/oi,,e Z/w vA1eA0-?1L1 y 1�wL C1- d Address fir yL O'rOWW R� License # JWA 49 z6 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0 0 / U/zv SIGNATURE DATE /3 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED -� MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: �, .FQVNDATION, .3004os 7I30�13 FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDING y DATE CLOSED OUT ASSOCIATION PLAN NO. Page 7 of 7 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR BUILDING PERMIT I, ee A/1OWN THE PROPERTY LOCATED AT IN �i�fP�Uf`�e , MASSACHUSETTS. I HAVE VE AUTHORIZED CAPIZZI HOME TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. • SIGNATURE OF OWNER: > OWNER'S ADDRESS: OWNER'S TELEPHONE: LESSEE'S SIGNATURE: LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtown Rd., Cotuit,MA 02635 APPLICANT'S TELEPHONE: 508-428-9518 RESPONSIBLE OFFICER: RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: . _. .. . . ,—t�__..__.. _.__- v xe'�Pa�rvrria�araea,�i a 6ivGaa�ac�ccQeGY2..• _._. .,._.___. _ .........-• '-- � .�,. j �\ ffce of Consumer Affairs&Business Regulation ff License or registration valid for individu!use only ME IMPROVE.M-ENT CONTRACTOR before the expiration date. If found return to: i egistration:,i.o 7740.. Office of Consumer Affairs and Business Regulatiot : .. ._.. Type: 10 Park Plaza-Suite 5170 Expiratiori ;.6/23J20'E4'. Supplement Card I *•- �•-_- h Boston,MA 02116 CAPIZZI HOME IMPROVEM'NA-f :• t:E ROBERT ELLSWORxN` {.` 1645 Newton Rd. ti Cotuit,MA 02635 Undersecretary Not valid without signature i ,, Massachusetts-Department of Public Safety I Board of Suilding Regulations and Standards ° 1 Construction Supervisor License.:CS-061438 3�SiETTSyr - ROBERT T ELORTl3. ' 69 PAIAMSRb : 3 MASHPEE 1LA 02 > i i a Commissioner Ex iratior 10/15/201.1 1 Ir Client#:47298 - CAPIHOM ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE(N1YYYY} 1z1z6120/zo12 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($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:if the certificate holder is an ADDITIONAL INSURED,the policy(les)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 NUOANI;GT Karen Walther Rogers&Gray Ins.-So.Dennis PHONEFAX 434 Route 134 N°Ext: _ C No:877-816.2156 IL South Dennis,MA 02660-1601 ADDRESS: _ INSURERS AFFORDING COVERAGE NAIC# 508 398-7980 INSURER A:Main Street America Assurance C INSURED Capizzi Home Improvement,Inc. INSURER B:Associated Employers Insurance INSURER C Caplzzl Enterprises,Inc. INSURER D: 1645 Newtown Road Cotuit,MA 02635 INSURERE: t INSURERF: - COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. RR OFINSRNCE SBR OC ICY TYPE R POLICYNUMBER MMI POLICY LIMITS A GENERAL LIABILITY MPB1075H. 6/08/2012 06108/201 EACH OCCURRENCE $1,000000 X COMMERCIAL GENERAL LIABILITY . DAMAGEE TTO RENTED PREMISESfEaaxwranca $500 000 CLAIMS-MADE j OCCUR -MED EXP(AU one person) $1 D 000 - PERSONAL&ADV INJURY $1 000,000 _ GENERAL AGGREGATE $2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2,000,000 POLICY PRO- LOC $ A AUTOMOBILE LIABILITY M1M28044. 6/08/2012 061081201 COMBINED SINGLE LIMIT dentl 500,000 AUTO BODILY INJURY(Per person) $ SCHEDULED OS X AUTOS BODILY INJURY(Per acicdent) $ JA70W"E-D HIREDAUTOSX NON•OWNED PROPER1YDAMAGE $ AUTOS Parentdv.Oth Car $ A X UMBRELLA L1ABHCLAIMS-MADE OCCUR CUB1076H 6/08/2012 06/08/201 EACH occuRRENcE $5 000 000 IXCESSLIAB AGGREGATE $5 000 000 bE0 I X RETENRONS10000 $ B WORKERS COMPENSATION WCC5010547012012 1212512012 12/25/201 X WC STATU• OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y I N EL EACH ACCIDENT $1 00O 000 OFFICER)MEMBER EXCLUDED? FN NIA - (Mandatory innNH) - E.L.DISEASE-EA EMPLOYEE$1 DOD 000 If describe under DESCRIPTION OF OPERATIONS below FL DISEASE-POLICY LIMIT $1.000 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space Is required) ^'Workers Comp Information*` s Included Officers or Proprietors CERTIFICATE HOLDER CANCELLATION I I I Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE i THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main.Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 i AUTHORIZED REPRESENTATIVE 7 . m 198 -2010 ACORD CORPORATION.All rights reserved. j ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S91859/M91856 TLH Department of Industrial Accidents _- — Office of Investigations I Congress Street Suite 100 Boston,MA 02114-2017 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information PIease Print Legibly Name(Business/Organization/Individual):Capizzi Home Improvement Address:1645 Newtown Road City/State/Zip:Cotuit, MA 02648 Phone#:508-428-9518 . Are you an employer? Check the appropriate box: Type of project(required): 1�.❑✓ I am a employer with 40f 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 01 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. [ Remodeling shipand have no employees These sub-contractors have 8. ❑Demolition working for me in.any capacity. employees and have workers' comp.insurance.$ 9. ❑B��g.addition [No workers' comp. insurance P• required.] S. ❑ We are a corporation and its 10.❑ lectrical repairs or additions officers have exercised their .3.❑ I our a homeowner doing all work 11. 'Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roofe insurance required.]t :- � c. 152, §1(4),-and we have no - °-. employees. 13.®'Other-. e Pz t1 . . [No workers' . ' comp.insurance required.] *Any applicant that cheeks box#1 must also fill out the section below shoving their workers'r ompensation policy information.',`, f Houmeowners who submit this affidavit indicating they are doing all work.&d then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showin&the name of the sub-contractors and state whether or not those entities have employees. If the sub--eontractors have employees,they must provide their wdrkers'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:Associated Employers Insurance Company Policy.#or Self-ins.Lie.#:WCC5010 547012011 12/25/201 y r Expiration.Date: Job Site Address: l d y fhly t y 11W 12 ✓t/,�'h . 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 certify under thofais and penalties ofperjury that the information provided above is true and correct Si afore: Date: Phone#-.508-428-9518 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#- r - r V o4 4 ,h°�• �Os. A. 0�`V PROPOSED 10'x12' DECK ff�^ "J EX. DWELLING 933 MBLU 190-38 104 STONEY CLIFF RD. o0 BARNSTABLE, MA o0 sons, ZONE RC SETBACKS F—S—R 20-10-10 NO SEPTIC ASBUILT IS ON FILE AT THE TOWN HEALTH DEPARTMENT NO WETLAND INVENTORY WAS TAKEN FOR THE PREPARATION OF THIS PLAN CERTIFIED PLOT PLAN. NELSON RESIDENCE I CER77FY THAT THE IMPROVEMENTS SHOWN OF yq 104 STONEY CLIFF RD. HAVE BEEN LOCATED BY A FIELD SURVEY. ��" ss9c BARNSTABLE, MA DATE. 6-6-13 DRAWN: RBS ROBB R, JOB #: S 024 c SYKES SCALE:1"=30' DWG. CPP No. 35418 ti EASTBOUND LAND SURVEYING P.O. BOX 442 ROBE SYKES, P.LS. DATE FORESTDALE, MA 02644 508-477-4511 ,b O C1 F-'O l t 42a, 4 any PoTr C; Ott .b_sr APpeaJleb T a - AAX u ' b D �. PRESCRIPTIVE RESIDENTIAL 1 1 1 DECK CONSTRUCTIONGUIDE Table-L-Co71r�non preservative_treatments_and retention levels:(p.cf for sawn lumber in ground contact! Species: ACQ-B ACQ-C ACQ-D CA-13 CuN-W Southern Pine 0.40 0.40 . 0.40 0.21 0.11 Douglas Fir-Larch 0.40 0.40 NR 0.21 0.11 Hem-Fir 0.40 0.40 A40 0.21 0.11 Ponderosa Pine 0.40 0.40 0.40 0.21 : 0.11 Red Pine 0.40 0.40 0.40 0.21 0.11 Spruce-Pine-Fir NR 0.40 NR NR NR Redwood. NR NR NR NR NR. Preservatives and retentions listed in Table 1'are based on the American Wood Protection Association(AWPA)Book of Standards.NR=Treatments Not Recommended. DECKING REOUMEMENTS Decking not meeting these requirements may be All decking material shall be composed of dimension substituted when the,product has been approved by the lumber(2"nominal thickness)or span rated decking in authority having jurisdiction. accordance with the American Lumber Standard Committee Policy for Evaluation of Recommended JOIST SIZE Spans for Span Rated Decking Products'(November 5, " The span of a joist is measured from the centerline of 2004).Attach decking to each joist with 2-8d threaded. bearing at one end of the joist to the centerline of bearing nails or 248 screws..Space decking boards at the other end of the joist and does not.include the I/t i approxmaely 8"apart. See Figure 11 for decking • length of the overhangs.Use Table 2 to determine joist connection requirements at the rim joist.Decking may span base-don lumber size and joist spacing: See Figure be placed from an angle perpendicular to the joists to an 1 and Figure 2 for joist span types.. angle of 45 degrees to the joists.Each segment of decking must bear on a minimum of 4 joists(or 4 r. supports). Table 2. Maximum Joist Spans(Li) Joist Spacing(o.c.) Without Overhangs' With Overhangs up to Li/42 . S ecies Size 12 16" 24" 12" 16" 24 2x8 -13'-8" 12'-5" 10'-2" 1 01-91. , 10'-9 10'_2" Southern Pine 2x10 IT-5" 15'- 10" 13'-1" 15'-6" 15'-6" 13'-1" 2x12 18'.-0" 18'-0" 15'-5" 18'-0" 18'- 0 15'-5" Douglas Fir- 2x8 12'-6" 11,- V, 9'-1" 9'-5" 9'-5 9' 1' IT-7" 1'- 1". 13'-7 13'-7 11'-1" Larch, Hem-Fir, ..2x10. 15 -8 SPF3 2x12 18'-0" 15'-9" 12'- 10" 18'-0" 15'-9" 12'-10" Redwood, 2x8 11'-8" 10'-7" 8'-8" 8'-6 8'-6"- 8'-6 Western Cedarsd 2x10 14'= 11" 13`-0" 10'-7" 12'-3" 12'-3" 10'-7" Ponderosa Pine , Red Pine 4 2x12 17'-5" 15'- 1" .12'-4" 16'-5" 153- 1 12'-"4" 1.Assumes 40 psf live load;10 psf dead load,U360 deflection,No.2 grade,and wet service conditions. See Figure 1B: 2.Assumes 40 psf live load,10 psf dead load,U180 cantilever deflection with 220 Ib point load,No.2 grade,and wet service conditions.See Figure 1A and Figure 2. 3.Incising assumed for refractory species including Douglas fir-larch,hem-fir,and spruce-pine-fir. 4.Design values based on northern species with no incising assumed. American Forest&Paper Association ; A A PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE Figure.1A.Joist Span-Deck Attached at House and Bearing Over Beam .optional overhang existing wall rim joist Ist hanger beard(flush tight bearin)} ledger board ` maximum Joist Span (Lj): see Table 2 overhang Figure 1 B.Joist Span-Joists Attached at House and to Side of Beam joist . existing wall _—►- beaW , joist hanger joist lYanger: Note beam depth mint.be equal to or greater than;joist ledger board depth if joist hangers are used post Joist Span L.t see liable 2 Figure 2.Joist Span—Free Standing Deck optional overhang optional.overhang. --� `Jr__J.o rim joy joist beam r beam (flush, tight jois (flush, tight "m ' be, post post • ,foist Span (Lr}: see Table tJ axiri ui erhang overh American Wood Council f 1 BEAM SIZE&ASSEMBLY REQUIREMENTS Joists shall not frame in from opposite sides of the same Deck beam spans shall be in accordance with Table 3 beam. See JOIST-TO-BEAM CONNECTION details, Figure� 6.--and-can-extendpast thepost centerline-up-to-L-B/4-as--------- - - shown in Figure 3.Joists may bear on the beam and Where multiple 2x members are used,the deck's beam is extend past the beam centerline up to L,/4 as shown in, assembled by attaching the members identified in Table Figures I and 2,or the joists may attach to the side of 3 in accordance with Figure 4. [Table R602.3(1)] the beam with joist hangers as shown in Figure 1B. Table 3. Deck Beam Spans (1-01 for Joists Framing from One Side Only Joist Spans(Lj)Less Than or Equal to: Species Size4 6' 8' 10' 12' 14' 16' 18, 2-2x6 7'-1" 6'-2" 5'-6" 5'-0" 4'-8" 4'-4 4'- 11' 2-2x8 9'-2" 7' 11" 71 1" 6'-6" 6'-0" 5'-7" 5' 3" 2-2x10 1V- 10" 10'-3" 9'-2 8'-5" 7'-9" T-3" 6'-10" Southern 2-2x12 13'- 11" 12'-0" 10'-9" 9'- 10" 9'- 1" 8'-6" 8'-0" Pine 3-2x6 8'-7" 7'-8" 6'- 11" 6'-Y 5'- 10" 5'-5" 5'-2" 3-2x8 11'-4" 9'-11" 8'.- 11" 8'.; 1" 7' 6". '7'-0" 6-7" 3-2x1.0 44'-5" 12'-10" 11"=:'6" 10'-6" 9'-9" 9'- 1" 8'-7-1 3-2x12 A7'-5" 15'- 1 13'-6" 12'-4" •11'-5" 10'-8" 10'- 1" 3x6 or 2-2x6 5'-5" 4'-8" 4'.-2" 3'- 10" 3'-6" 3'- 11'' 2'-9" 3x8or2-2x8 6'- 10" 5'-11" 5',-4" 4'-10" 4'-6" 4'- 1" 3'-8" Douglas " � '_ '_ '_ Fir- 2 3x10 or 2-2x10 8'-4 7 -3 6�-6 5'-11 5 6 5 1 4 8 Larch , 3x12or2-2x12 9'-8" 8'-5" 7'-6" 6'-10" 6'-4 5'- 1V" " 5'-7" Hem-Firz 4x6 6'-5" 6-6" 4'- 11" 4'-6" 4'-2"_ 3'-.11" T-8'' . SPF2, 4x8 8'--5" 7'-3" 6'-6" 5'- 11" 5'-6 5'-2" 4'-10" Redwood, „ Western 4x10 9 - 11 81,71 7 -8 7 -0 6 -6., 6 - 1,� 5 8 11'-5" 9'-11 8' 10" 8'- 1" T-6'' T-0" 6'-7" Cedars, 4x12 Ponderosa 3-2x6 T-4" 6'-8" 6'-0.' 5'-6" 5'-1" 4'-9" 4'-6" Pine',Red '_ 1" 3-2x8 9 -8 8 6 7 -7" .. 61 ,11 6 -5 6,-0 . 5 -8 Pine 3-2x10 12'-0 10'-5 9'-4" 8.'-6" 7'- 10 T-4 6'-11" 3-2x12 13'- 11" 12'-1" 10'-9" 9'- 10 9'- 1". 8'-6" 8'- 1" 1. 'Assumes 40 psf live load,10 psf dead load,U360 simple span beam deflection limit,U180 cantilever,deflection limit,No.2 grade,and wet service conditions. 2. Incising assumed for refractory species including Douglas flr-larch,hem-fir,and spruce-pine-fir. 3. Design values based on northern species with no incising assumed. 4. Beam depth must be equal to or greater than joist depth ifjoist hangers are used(see Figure 6,Option 3).' Figure 3: Beam Span Types Joists above optional oYerhang (may occur at each end) ivi T�v IVi lul IAI Ifil CAI IAI t- A I I -beam beam splices at interior post Ioratorls post_typical • Le14 max. beam span (Ls) see Table.3 beam span(Lt). :see Table 3 L3l4 max: overhang overhang American Forest&Paper Association ' s k, • WOOD DECK CONSTRUCTION GUIDE Figure* Beam Assembly Details.. • I Od-threaded-nail-or#-'!O-wood =2-th.readed nails or screws at each end or screw 8"long,staggered in splice end;splices shall be located only over 2 rows interior posts(Figure 3) If a beam is constructed with 3-members, ° attach each outside member to the inside typical member as shown here. DECK FRAMING PLAN A framing plan shows the joist and beam layout;the- location of the ledger board,posts,and footings,and the type,size,and spacing of the ledger board fasteners. See , Figure 5 for an example of a typical deck framing plan. Figure S. Typical Deck Framing Plan Lumber species: (see Table 1) ,. -t,r L.. r 't r F r• Chimney or ~t *i I r ~1 r~ x_ledger ;� — Ba Wl Ow ;board with h"dia. L as __ — bolts/lag screws/anchors IT o r _-9 r 9 r -[ @_...u on center (see Table 5) 04 N o joist hanger; ,Ibs double or triple -(,see Table 3A) Esxfi _x_trimmer N post (see Figure 35) trimmer hanger: lbs (see Table rim joist �E V o stair stringers cut or solid round or square footing:see Table 4 span: La14 max. (_%ia.car_"x ")x_"thick-_'deep L314 max, (see Figure 28) overhang beam span (LB):see Table 3 overhang . treads:_x single, double, or triple_ ,x �;LB=..,:- ....'` (see TableB) . American Wood Council . PRESCRIPTIVE RESIDENTIAL 1 1 1 DECK CONSTRUCTIONGUIDE Figure 8. Post-to-Beam Attachment Figure 9. Prohibited Post-to-Beam Attachment Requirements Condition (1)3x or 4x or (2)2x beam io (2)112"diameter thru- bolts with washers = beam must bear fully on 6x6 notch 6x6 min. IT notch post to accomodate beam RIM JOIST REQUIREMENTS Figure 10.Alternate Approved Post-to-Beam Attach a continuous rim joist to the ends of-Joists as g pp ° J J Post Cap Attachment shown in Figure 11.Attach decking to the rim joist as shown in Figure 11.For more decking attachment r. requirements, see DECKING REQUIREMENTS. rnultilybeartl. 6x6:min; POSE . Figure 11. Rim Joist Connection Details joists secure decking to top of rim foist:w•ith I Od threaded nails or#10 x 3", minimum wood screws @ 6"o.c. _ o attach rim joist to end of each joist with. (3)1 Od threaded nails or(3)#10 x 3" minimum wood screws `rim joist F American Wood Council PRESCRIPtIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 9 FOOTINGS rR4031 • See Figure 12 and Table 4 for footing size,footing Table 4. Footing Sizes' tluc ess,and post attachment optioo and requirements.- —Beam_ ..Joist Round Square Span; Span. Footing Footing Footing All footings shall bear on solid ground and shall be 2 LB L� Diameter. Dimension Thickness placed at least 12 inches below the undisturbed ground - <10' 15" 13" 6" surface or below the frost line,whichever is deeper. 6' <14' 17" 15" 6" Contact the authority having jurisdiction to determine <18' 20" 18" 7" the specified frost line. Bearing conditions shall be <10' 17" 15" 6 11 verified in the field by the building official prior to placement of concrete.Where the building official 8' <14' 20" 18" 8" determines that in-place soils with an allowable bearing <18' 23" 2111 9" capacity of less than 1,500 psf are likely to be present at <10' 19" 17" 7>" the site,the allowable bearing capacity shall be 10' <14' 22" 20" 9" determined by a soils investigation.DECK FOOTINGS r<18' 25" 23" 10" CLOSER THAN 5'-0" TO AN EXISTING EXTERIOR <10' 2111 19" 8" HOUSE WALL MUST BEAR AT THE SAME 12' <14' 24" 22" 10" ELEVATION AS THE FOOTING OF THE EXISTING <18' 28" 261f 1111 HOUSE FOUNDATION. <10' 2211 20" 9" Do not construct footings over utility lines or 14' <14' 26" 24" 1111 enclosed meters.Contact local utilities(call 811) <18' 30" 28" 12" before digging. <10' 24" 22" 9" Pre-manufactured post anchors shall be galvanized. See 16' <14' 28" 26" 12" MINIMUM REQUIREMENTS. <18' 32" 30" 13 11 <10' 25" 2311 1011 18' <14' 30 28" 12" <18' 34" 32" 14 1_ . Assumes 1,500 psf soil bearing capacity. 2. Assumes 2,500 psi compressive strength of concrete. Coordinate footing thickness with post base and anchor. requirements: Figure 12.Typical Footing Options Cot,ends of posts shall be posts must be field treated with an approved centered on footing preservative(such as copper grade .F naphthenate) 1 � El� ° '" footings must bear o ° 41 on solid ground a ° °^� ' ° 6 d ° 9 frost depth 7d per Table 4 . ,:pre-manufactured post,baseD with-Post anchor American Forest& Paper Association s'_ 1 -PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCT16N1 LEDGER ATTACHMENT REQUIREMENT_ S include 1" or thicker engineered wood products(EWP)— . R502.2.2 such as oriented strand board(OSB) or structural ---composite lumber(SCL)including laminated veneer GENERAL:Attach the ledger board,which shall be lumber(LVL)—as band joists(or rim boards)that can equal to or greater than the deck joist depth but less than support the attachment of a deck(see Figure 14). or equal to the rim joist depth,to the existing exterior However,some older homes might be constructed with wall in accordance with Figure 14 through Figure 16. band boards that are too thin(less than 1")to support a When attachments are made to the existing house band deck.In such cases,a free-standing deck or a full plan joist,the band joist shall be capable of supporting the submission is required. new deck.If this cannot be verified or conditions at the existing house differ from the details herein,then either MANUFACTURED WOOD TRUSS:A metal plate a free-standing deck or full plan submission is required. connected wood truss(MPCWT)is an engineered, See FREE-STANDING DECKS. prefabricated structural component designed for each specific application.MPCWT's used in residential floors SIDING AND FLASHING:House siding or the are often installed with a 2x4 lumber"ribbon"at the exterior finish system must be removed prior to ends of the trusses(see Figure 13B)to tie the ends of the installation of the ledger board.Approved corrosion- trusses together.The ribbon board,by itself,is not resistant flashing is required at any ledger board intended to support the,deck ledger and deck.Installing connection'to a wall of wood framed construction(see. residential decks when the floor system for the house MINIMUM REQUIREMENTS). See Figure 14 for uses MPCWT requires a standard'detail provided by the continuous flashing with drip edge.The threshold shall truss designer,a free-standing deck,or a full plan be carefully flashed and caulked to prevent water submission.Refer to the WTCA Technical Note— intrusion due to splash from the deck or melting snow Attachment of Residential Decks to Wood Truss Floor and ice. Systems for special blocking details and attachment requirements(www.sbcindustry.com). MANUFACTURED WOOD I-JOIST:The term"I- Joist"denotes manufactured wood"I"joists(see Figure 13A).Many new homes constructed with wood I joists Figure 13A. Wood I-Joist Profile Figure 1313. Metal Plate Connected (MP.C) Wood Floor Trusses with a 2x4 Lumber"Ribbon" at the Ends of the Trusses 2x4 RIBBON BOARD-not intended for deck attachment , y r - MPC FLOOR W� TRUSSES --FOUNDATION WALL American Wood.Council CONSTRUCTIONPRESCRIPTIVE RESIDENTIAL WOOD DECK Figure 14. General Attachment of Ledger Board to Band Joist or Rim Board,, exterior sheathing - --- -remove-siding.at ledger.. prior to installation existing stud wall threshold carefully flashed and caulked to prevent water intrusion existing 2x band joist or 1"minimum continuous flashing EWP rim board extending past joist hanger . 2"min. deck joist' 1-5181 1 min. b"max. 2"min. 112"diameter lag 2x floor joist, screws or wood Hoist, .• through-bolts with or MPCVNT •: washers , • joist hanger existing low - '4 :. foundation wall 2z ledger board,must be greater than or equal to the depth of the deck joist and no,greater than the depth of the band joist Figure 15. Attachment of Ledger Board to Foundation Wall (Concrete or Solid Masonry) embed anchors per manufacturer f frecommendabons r , to resist corrosion and decay, • this area.should be caulked deck joist existing concrete ^`;w, or solid masonry , wall , . -1/2"diameter - approved expansion, epoxy;or.adheslye anchors with washers . m joist hanger 2x ledger board;must be greater than or equal to the size of the joist Figure 16. Attachment of Ledger Board to Foundation Wall(Hollow Masonry) embed anchors r--- per manufacturer to resist corrosion and recommendations decay,this area should be caulked existing hollow ' deck joist masonry wall = 112":diameter approved ' epoxy or adhesive block cells filled with an grout or chors with washers . concrete at anchor locations joist hanger {new construction} 7i 2x ledger board;must be greater 8"block wall than or equal to the size of the joist minimum American Forest&Paper Association r PROHIBITED LEDGER ATTACHMENTS deck shall be free-standing(see FREE-STANDING • Attachments to exterior veneers(brick,masonry,stone) DECKS). and to cantilevered floor overhangs or bay windows are prohibited(see Figures 17 and 18).In such cases the Figure 17. No Attachment to or Through Figure 18. No Attachment to House Overhang Exterior Veneers(Brick, Masonry,'Stone) • I deck joist overha veneeror n9' masonry f or bay chirrin window LEDGER BOARD FASTENERS nominal lumber band joist(1-'/2" actual)or EWP rim Only those fasteners noted below are permitted.LEAD board bearing on a sill plate or wall plate shall be ANCHORS ARE PROHIBITED. constructed with'/2"lag screws or bolts with washers per.; Table 5 and Figure 19(see MINIMUM • Deck ledger connection to band joist or rim board. REQUIREMENTS): - The connection between a deck ledger and a 2-inch Table 5. Fastener Spacing for a Southern Pine, Douglas Fir-Larch, or Hem-Fir Deck Ledger and a 2-inch Nominal Solid-Sawn Spruce-Pine-Fir''s Band.Joist or EWP Rim Boards Deck Live Load=40 psf, Deck Dead Load = 10 psf)3s Rim.Board 6'-0" 6'-1". 8'-1 10'-1" 12'-1" 14.'-1 16'-1" Joist Span or: and to to to to to.. to Band Joist less 8'-0" 10'-0 IT-0" 14'-0" 16'-0" 18'-0" Connection Details On-CenterSpacing of Fasteners' T' EWP 24" 18" 14" 12" 101. 9„ 8„ 1/2"diameter lag screw with 1 „ g ;, „ „ „ „ t. „r 15 „ 1-/e EWP 28 21 16 14 12 10" 9 /32 maximum sheathing' 1'/.' Lumber's 30" 2311 18" 15" 13" 1111. 10.1 V EWP 24" 18" 14" 12 10-1 9" 811 1/2"diameter bolt with 1_1/8. EWP6 2g" 21" 16" 14" 12"• 10" 9" 15/32"maximum sheathing �.s 1-/z Lumber 36 36„ 34" 29 24" 21" 19" 1/2"diameter bolt with 1"EWP, 24" 18" 14" - 1.2" .10" 9" 8" is/32- maximum sheathing,and 1_i/8'EWP' •28" 21" 16" 14" 12" 10" 9" stacked washers '8 1%" Lumber's 36" 36" 29" 24" 21" 18" 16" ' The tip of the lag screw shall fully extend beyond the inside face of the band joist. 2 The maximum gap between the face of the ledger board and face of the wall sheathing shall be 1/2". 3 Ledgers shall be flashed or caulked to prevent water from contacting the house band joist(see Figures 14, 15,and 16). 4 Lag screws and bolts shall be staggered per Figure 19. s Deck ledgers shall be minimum 2x8 pressure-preservative-treated No.2 grade lumber,or other approved materials as established by standard engineering practice. e When solid-sawn When deck ledgers are attached to engineered wood products(minimum 1"thick wood structural panel band,joist or structural composite lumber including laminated veneer lumber),the ledger attachment shall be designed in accordance with accepted engineering practice.Tabulated values based on 300 Ibs and 350:lbs for 1"and 1 1/8". EWP rim board, respectively.. , A minimum 1"x9'/2'Douglas fir-larch laminated veneer lumber rim board shall Ibe permitted in lieu of the2"nominal band joist. a Wood structural panel sheathing, gypsum board sheathing,or foam sheathing not exceeding one inch thickness shall be permitted. The maximum distance between the face of the ledger board and the face of the band joist shall be one inch. 9 Fastener spacing also applies to southern pine, Douglas fir-larch,and hem-fir band joists. F American Wood Council i Placement of lag screws or bolts in deck ledgers the deck ledger(see Figure 19).Proper installation of lag The lag screws or bolts shall be placed as shown in screws or bolts shall be verified by the authority having. Figure 19. The lag screws or bolts shall be staggered --jurisdiction. from the top to the bottom along the horizontal run of Figure 19: Ledger Board Fastener Spacing and Clearances - c stagger fasteners . See:Table 5 iv ' 1¢2 rows See Figure 14 fa1 rift'. joist fastener spac[rtg a 5:.5"min,:for 2x8* #Distanse can ba:reduced to:4 5" 5"rrax. 6.5 mrrr for2xltl - if lag screv�rs are used or bolt 0 o a: 7.5"mutt:for 2xl.2 s acin is i"ed�ced to that.of O C7 p4 s lag screws to:attach;2X8 ledgers to 2x8 bared joists.I.I&I 2"min. lag screw,thru boit=or . stacked washers riot errrsitted lodger 3!4"min. p } anchor with washer r Thru-Bolts Minimum spacing and.embedment length shall be per Thru-bolts shall have a diameter of/Z".Pilot holes for > the manufacturer's recommendations.All anchors must thru-bolts shall be 17/32"to 9/i6"in diameter.Thru-bolts have washers. require washers at the bolt head and nut. LaQ Screws Expansion and Adhesive Anchors Lag screws shall have a diameter of/2"(see MINIMUM Use approved expansion,or adhesive anchors when REQUIREMENTS).Lag screws may be used only when attaching a ledger board to a concrete or solid masonry the field conditions conform to those shown in Figure wall as shown in Figure 15 or a hollow masonry wall 14. See Figure 20 for lag screw length and shank • with a grouted cell as shown in Figure 16.Expansion requirements.All lag screws shall be installed with and adhesive anchor bolts shall have a diameter of/z". washers. Figure 20: Lag Screw Requirements lag screws'must bt hot- dippetl galvaiiized;ar stainless steel one N :screw must penetrate, beyond band board. i 112"slienk. length trust extend through a minimum 6012, I/2" . . {rto threads] existing.bans'board Lag screw installation requirements:Each lag screw The threaded portion of the lag screw shall be inserted shall have pilot holes drilled as follows: 1)Drill a'/z" into the pilot hole by turning.DO NOT DRIVE LAG diameter hole in the ledger board,2)Drill a 5/16" SCREWS WITH A HAMMER.Use soap or a wood- diameter hole into the band board of the existing house.. compatible lubricant as'required to facilitate tightening. DO NOT DRILL A''/"DIAMETER HOLE INTO THE Each lag screw shall be thoroughly tightened(snug but BAND BOARD. not over-tightened to avoid wood damage). American Forest&Paper Association PRESCRIPME RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE a Diagonal Bracing:Provide diagonal bracing both . concrete or masonry.DO NOT ATTACH TO BRICK parallel and perpendicular to the beam at each post as VENEERS.VERIFY THIS CONDITION IN THE -�—shown--in Figure-22 WW-hen parallel-to-the-beam,-the -----F--IEL-D PRIOR.TO UTILIZING THIS METHOD. bracing shall be bolted to the post at one end and beam Fasteners shall be 16" on center and staggered in 2 rows at the other.When perpendicular to the beam,the . for free-standing decks.Flashing over the rim joist is bracing shall be bolted to the post at one end and a joist 'i required and must be installed in accordance with the or blocking between j oists at the other.When a joist flashing provisions in the LEDGER ATTACHMENT does not align with the bracing location,provide REQUIREMENTS. blocking between the adjacent joists.Decks attached to the house as shown in Figure 23A do not require Deck Supported by Ledger-Attachment to House: diagonal bracing perpendicular to the house.Diagonal Where supported by attachment to an exterior wall bracing parallel to the house may be omitted at the beam (Figures 14, 15,or 16),decks shall be positively adjacent to the house for a free-standing deck attached as anchored to the primary structure and designed for both shown in Figure 23. vertical and lateral loads as applicable[R502.2.2].The lateral load connection required shall be permitted to be Free-standing Deck-Attachment to House:Attach. in accordance with Figure 23A.Hold down tension the deck rim joist to the existing house exterior wall as devices shall be provided in not less than two locations shown in Figure 23 for a free-standing deck.The wall : per deck,and each device shall have an allowable stress must be sheathed with minimum 3/8"wood structural design capacity of not less than 1,500 lb[R502.2.2.3]. , panel sheathing.Use lag screws or thru-bolts when See the Commentary to this document for additional fastening to an existing band joist or wall stud;use information on applicability of this provision. expansion anchors or epoxy anchors when fastening to Figure 23A. Example of a Lateral Load Device Figure 23.Attachment of Free-Standing Deck to for a Deck Attached to a House with a Ledger House for Deck Stability exterior sheathing remove:siding at tirn waist floor sheathing nailing at hold down or similar min.thickness=3t6» location prior to tnstaitation 6"maximum ontinter to - tension device • continuous gashing extending joist Wth hold down existing wall stud,band past rim joist fasteners joist or concrete or masonry foundation wall fasteners @ 16"o:c. staggered ` floor joist . deck Joist beam&post GUARD REQUIREMENTS 24. Other methods and materials-may be used for guard All decks greater than 30" above grade are required to construction when approved by the authority,.having have a guard[R312.1]-one example is shown in Figure jurisdiction. , Figure 24. Example Guard Detail 0-0"maximum spacing 2x2 baluster,typical 4x4 post,typical 2x6 or 5A board DO NOT NOTCH tail cap r 2x4 to and bottom, - minimum � P . I attach to guard post with i (2)8d threaded nails or a (2)#8 wood screwsa2--Y:» - ` long on inside face ,. (2)1t2"diameter openings shall not a4ow attach balusters at top and bottom Al thru-bolts and_ with(108 woad screw or(2)8d washers post-frame threaded nails with `. the passage of a 4" diameter sphere 0.135"nominal diameter. w American Forest&Paper Association • r 0 GUARD POST ATTACEDUNTS joists shall be attached to the rim joist in accordance Deck guard posts shall be a minimum 4x4(nominal) with Figure 26.Only hold down anchor models meeting _•_ with an adjusted bendingd_ esign value not less than __these minimum requirements shall be used.Hold down 1,100 psi. anchors shall have a minimum.allowable tension load of .1,800 pounds for a 36"maximum rail height and be Guard posts for guards which run parallel to the deck installed in accordance with the manufacturer's joists shall be attached to the outside joist per Figure 25.` instructions. Guard posts for guards that run perpendicular to.the deck Figure 25. Guard Post to Outside Joist Example see FIGURE 24 for guard 'guard posts can be installed as guard posts may be component attachment shown in Figure 26(between joists) located on either side requirements if blocking is installed as shown below of the outside-joist within 12 of each side of the post � � at first interior bay,provide 2x blocking at guard posts guard post with hold-down anchors;attach blocking with 14d threaded nails top and bottom,each side (2)1l2"dia.thru- ' bolts and washers outside-joist 21'mina 2-112"min.and 5"max. 2"min. - outside.joist SECTION guard past* PLAN VIEW . Figure 26. Guard Post to Rim Joist Example see FIGURE 24 for guard hold-dowh anchor component attachment requirements joists - guard post align guard guard post post at joist locations rim joist Bold-down anchor rim Dist rrirh joist joist .r j minimum(2)112" _ min. minimum hold-down anchor diameter thru- 2-1/2"min. and 5"max. bolts and washers - 2"mina at joist location between joists SECTION PLAN VIEWS American Wood Council P , RESIDENTIALPRESCRIPTIVE WOOD DECK CONSTRUCTIONGUIDE Figure 30. Stair Guard Requirements Figure 31. Stair Stringer Attachment Detail 6r-0"maximum I rim joist or 'i between-posts-- — -outside joist - stair guard is required for stairs with a total rise of 30'' or more;see.GUARD REQUIREMENTS for more information sloped joist hanger, minimum download capacity of 625 Ibs; see JOIST HANGERS for more requirements stair guard height; ATTACHMENT WITH HANGERS 34"min.:Measured .� `} from nosing of step Openings for required guard$on the . Triangular opening shall sides of stair treads shall not allow not permit the passage a sphere 4-3/0"to pass through. of a 6"diameter sphere.) STAIR HANDRAIL REQUIREMENTS than 6-1/4".Type H rails with a perimeter greater than All stairs with 4 or more risers shall have a handrail on 6-'/a" shall provide a graspable finger recess area on both • at'least one side(see Figure 32A) [R311.7.7].The. sides of the profile [R311.7.7.3].All shapes shall have a handrail height measured vertically from the sloped smooth surface with no sharp corners.Handrails shall plane adjoining the tread nosing shall be not less than 34 run continuously from a point directly over the lowest inches and not more than 38 inches(see Figure 30) riser to a point directly over the highest riser and shall [R311.7.7.I].Handrails shall be graspable and shall be return to the guard at each end(see Figure 33).Handrails composed of decay-resistant and/or corrosion resistant may be interrupted by guard posts at a turn in the stair material.Handrails shall be Type I, Type H,or provide [R311.7.7.2]. equivalent graspability(see Figure 32B).Type I.shall ' have a perimeter dimension of at least 4"and not greater Figure 32B. Handrail Grip Size. Figure 32A. Handrail Mounting Examples t4",2¢' Fasten handra7.s per manufacturer recommendations 14 4r,_2' t2"min. _ it'min �"max. _ffmin. v>zuo � 0 aw 2xbtaot<ing NONCIRCULAR CIRCULAR RECESSED-2`min.— —— min, [R311.7.7.3 Type 11 [13311.7 7 3 Type III 34"-as"to nosing Pe,rimstec 4"-61" Perimeter:>64 ofstairs,typical wall t r guard j-corrosion-resistant . post handrail hardware e . MOUNTED TO GUARD MOUNTED TO WALL American Wood Council STAIR FOOTING REQUIREMENTS [R4031 REQUIREMENTS),posts may terminate below the Where the stairway meets grade,attach the stringers to bottom tread elevation.Bolts are only required if a guard —0 the-stairguard-posts-as-shown-in-Figure 3-4 PPosts-shall post is required. bear on footings.All footings shall bear on solid ground. STAIR LIGHTING REQUIREMENTS IR303.61 and shall be placed at least 12 inches below the undisturbed ground surface or,below the frost line, Stairways shall have a light source located at the top landing such that all stairs and landings are illuminated. whichever is deeper(see Figure 34). Stringers shall bear',° The light switch shall be operated from inside the house. on a 2x4 bearing block attached to the post as shown. However,motion detected or timed switches are Stringers shall not bear on new or existing concrete pads acceptable. or patios that are not founded below this depth.When guards are not required(see GUARD Figure 33. Miscellaneous Stair Requirements Figure 34. Stair Footing Detail . cut post at bottom tread (2)lz"diameter thru-bolts CL m E elevation when no stair with washers required only o guard is required if guard is required;otherwise c» use(2)#8 wood screws z3"f long or(2)16d threaded nails r c handrail Attach 2x4 bearing black using_ stab (8)#8 wood screws 41/2 long, handrail shall stringer or(8)16d threaded nails return at each E etci 4x4 E E post .: '_ - t+n -E 36"min.stair width m inimum • 10"X101{)"SE�Ua Of frost depth • i i i i re 12"dia.footlrtg ' __J FRAMING AT CHBINEY OR BAY WINDOW 18.Joist ha igers shall each have a minimum download All members at a chimney or bay window shall be capacity in accordance with Table 7.Bolts or lag screws . framed in accordance with Figure 35.Headers may span used to attach the hanger to the ledger shall fully extend a maximum of C-0".When a chimney or bay window is through the ledger into the 2-inch nominal lumber band wider than C-0",one or more 6x6 posts may be added to joist(1'/2 actual)or EWP rim board.Otherwise a reduce header spans to less than 6-0".In such cases,the freestanding deck is required. post footing must meet the requirements in the L FOOTINGS section.Headers with a span length greater Table 7. Trimmer Joist Hanger Download than 6-0"require a plan submission.Headers shall be Capacity located no more than T-0" from the end of the trimmer joist. Joist Size Minimum Capacity, Ibs Triple trimmer joists are required on each side of the. 2x8 1050 header if joist spacing is 12" or 16" o.c. or if the trimmer 2x10 1380 joist span exceeds 8'-6"; otherwise,double trimmer'joists are permitted. Trimmer joists may bear on the beam and 2xl 2 1500 extend past the beam centerline up to LIA as shown in Figures lA and 2,or the trimmer joist may attach to the side-of the beam with joist hangers as shown in Figure American Forest&Paper Association Cj L1170112- 1 a349. Ly�� T Town of Barnstable *Pest# �#w 6 months om issue date Regulatory Services FeeF. saxxsTxsre Mass. Thomas F.Geiler,Director fp Mp`1 s Building Division Tom Perry,CBO, Building Commissioner 200 Main Street,Hyannis,MA•02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY y Not Valid without Red X--Press Imprint Map/parcel Number. Property Address MY_Y d i:D! t y C/ L* f'/1 ft°Y(1/ I��, /�-� d-Z l! 3 Z Vr Residential Value of.Work O 000,Od _- / Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address ' 1/C N /� /veld.- 4-VA; M9vt�P/i�f iVelV o o /0y �hwry Ce14re*VV1//e 1 ,1.4 va,G 3z Contractor'fss Name. C4 f;-2 #bwe—17t -Plle!tit—?my- Telephone Number. S1 y2d4 isle b 'f f1J 7�FJ r7l/ Home Improvement Contractor License#(if applicable) 00 7 Y Q Construction Supervisor's License#(if applicable),. ���4''- y X-PRESS PERMIT 04rkman's Compensation Insurance Check one: APR 2 4 2012 ❑ I am a sole proprietor I am the Homeowner I have Worker's Compensation Insurance TOWN OF BARNSTABLE Insurance Company Name 4 fj o(iif-ed. e ld'l�lot�,pd✓ LNJ• CoIN�U�IR/c� - Workman's Comp.Policy# �{ Q l 3 3 Z y Copy of Insurance Compliance Certificate must accompany each permit.. Permit Request(check box) �!//rj6,111 400r Off A4C/1' F/4 d e t Tied [�Re-roof(hurricane.nailed)(stripping old shingles) All construction debris will be taken to t11e i;O�d&if Ire-. ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) Ei�Re-side Ced4 dit/j'V lei : 0/,/ Al-ytit ;.,4.416 ella 7 d j4/w/7 /-✓/jd-W fir t/j1�y 6 U� 3 r i`v-ej' a!= v c, 1ln ev. �� � DOc�Y aZ-`4 / !i Replacement Windows/doors/sliders.U-Value �' 1' #of doors elow�Yz/e. (maximum.35)#of windows�J/ i G rPuf .iiLe✓ry�< *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic;Conservation,etc. ***Note: Property O r m t si Property Owner Letter of Permission. A copy o H e provement Contractors License&Construction Supervisors License is requir SIGNATURE: C:\Users\decollik\AppDataU..ocal\MiciosoM indo s\TemporaryIntemetFiles\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 The Commonweadtlr q assachusetts ~ Department of Industrial Accidents Office of Investigations . 600 Washington Street Boston,MA 02111 w ww.mass. ov/dia g _ umbe %C retractors/electricians/Pl rs u' ders o Insuranc e Affidavit. B il _Workers Compensation Applicant Information` Please Print LeLyibly Name (Business/Organization/Individual): C A Z_l � i`11 Address: as e VV- v City/State/Zip: MAI Phone #: Are you an employer? Check the appropriate box: Type of project(required): 1.[� I am a employer with - - 4. 0 I am a general contractor and I 6.. ❑New construction employees(full and/or part-time).* have hired the sub-contractors ' 2.El I am a sole proprietor or partner- listed on the attached sheet . 7 emo eling ship and have no employees These sub-contractors have" g. Q Demolition workingfor me in an ca aci employees and Have workers'' Y P 9. 0 Buildmg'addition [No workers comp: insurance comp. insurance. required.] 5• ❑.W6 are.a corporation and its 10.E Electrical repairs or additions 3.0:I am a homeowner doing all work officers have exercised their 3: 1 I.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.YRoof repairs , insurance required.] t c. 152, §1(4),and we have no UWJ employees. [No workers' 13..4Other . MY/0 comp. insurance required.] Li /JOOB�I *Any applicant tha+'checks box#1 must also fill out the section below showing their workers'compensation policy informal.ion. 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 a 91oy.ees. Below is the policy and job site information. Insurance Company Name: . j l 0(14.t e v t/�f/F✓ d�- T tt<�7-���E�1 f.4 V tl Policy#or Self-ins.Lic:#:! 1 A- `2' 1 ?;A, Expiration Date: `.1 ��_a�l aC� A r--ei v, h �x� Job Site Address: / .7 y ��� 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 6MI 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 certify unde he ns and penalties ofperjury that the information provided above is true and correct. zU� Si ature: '� Date Phone#: Official use only. Do not write an.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 Departmen# 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other, Contact Person Phone#: I Client#:47298 CAPIHOM ACORD.. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD"YYY) 12/28/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Karen A Walther,CISR Rogers&Gray Ins.-So.Dennis PHONE 508.760.4630 F°/C 877.816.2156 A/C No Ext: AIC,No 434 Route 134 - E-MAIL. South Dennis,MA 02660-1601 ADDRESS: 508 398-7980 1 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:National Grange Insurance Co. INSURED INSURERB:Associated Employers Insurance Capizzi Home Improvement,Inc. INSURERC:CNA Insurance Companies Capizzi Enterprises,Inc. INSURERD: 1645 Newtown Road Cotuit,MA 02635 INSURERE: INSURER F: ' COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR R TYPE OF INSURANCE ADDL S.UBR POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DD MM/DD LIMITS A GENERAL LIABILITY MPB1075H 06/08/2011 06/0812012 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $500 000 CLAIMS-MADE a OCCUR MED EXP(Any one person) $1 O 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GE N'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JECOT- 0 LOC $ A AUTOMOBILE LIABILITY M1 M28044 06/08/2011 06/08/201 COMBINED SINGLE LIMIT Ea accident 500;000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED tid Per accident)AUTOS AUTOS BODILY INJURY( ) $ X HIRED AUTOS X NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident) A X UMBRELLA LIAR X. OCCUR CUB1076H 6/08/2011 06/08/2012 EACH OCCURRENCE s5,000,000 EXCESS LIAB CLAIMS-MADE - AGGREGATE s5,000,000 DED I X RETENTION$$1 O 000 $ B WORKERS COMPENSATION QQ130221321 12/25/2011 12/25/201 X WC sTATU- OTH- AND EMPLOYERS'LIABILITY - ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT $1 000 000 OFFICER/MEMBER EXCLUDED? FN N/A (Mandatory in NH) - E.L.DISEASE-EA EMPLOYEE $1.000 000 If yes,describe under DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY LIMIT. $1,000 000 C Surety Bond 70011607 1/28/2011 11/28/2012 $25,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Rema&sschedule,if more space is required)' Carpentry. CERTIFICATE HOLDER CANCELLATION TOWn Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE - ©198 -2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S75543/M75539 KW e �az�zrv��✓ �� .�, , tar ce Qf Cra es�ruer zirs& r€s u r s Regdati€se License t gist a c i d faT J4 i1 z iu e only 011AR MIPRtlVl=MPU f'CONTRACTOR before the eYp ration bate,. If found return tD: lea of CansunierAffArs and Businw Regablibn F e tstr I�rt` TYp'O: 10 VarkPh=-Sulte 5170 trsf 0i77! 2, SL;PP4--msnt Cad i stttsr� i1fi CARY BUSTS 1645 Newton Rd. a; ar rzr tt - Ucpar nicilt Of f'tr lic stjfct} r: I to rtt r Building R� irctioas and Stzmdar s ; s; C0 stru on�ugeevl.0 License Llesei cS 7 SHORT WAS SANDW . Trt M t , Page 7 of 7 Capizzi Home Improvement Inc. Specifications and Estimates STATE OF MASSACHUSETTS LETTER OF AUTHORIZATION TO APPLY FOR A BUILDING PERMIT I, k Ile K Al tl"_� , OWN THE PROPERTY LOCATED AT V" IN C�W,h h U d jI? , MASSACHUSETTS: I HAVE AUTHORIZED CAPIZZI HOME IMPROVEMENT TO ACT AS MY AGENT TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. I GIVE MY PERMISSION TO LESSEE TO APPLY FOR A BUILDING PERMIT IN ACCORDANCE WITH 780 CMR, THE MASSACHUSETTS STATE BUILDING CODE. SIGNATURE OF OWNER: . Q n OWNER'S ADDRESS: OWNER'S TELEPHONE: LESSEE'S SIGNATURE. LESSEE'S ADDRESS: LESSEE'S TELEPHONE: APLLICANT'S SIGNATURE: APPLICANT'S ADDRESS: 1645 Newtown Rd., Cotuit,MA 02635 APPLICANT'S TELEPHONE: 508428-9518 RESPONSIBLE OFFICER.- RESPONSIBLE OFFICER ADDRESS: RESPONSIBLE OFFICER TELEPHONE: