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0026 FIDDLERS CIRCLE
-T-,. �. k �' UNITED STATES POSTAL SERVICE First-Class Mail Postage 8 Fees Paid USPS Permit No.G-10 • Sender,: Please print your name, address, and ZIP+4 in this box • E TOWN OF BARNSTABLE BUILDING DI.VISION I 200 MAIN,ST. HYANNIS, MA?02601 cl a COMPLETE • • ■ Complete items 1,2,and 3.Also complete A. Signatur item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name-and address on the reverse X dressee so-that we,can return the card to you. B. Received by(Printed Name) C. Date of Delivery • Attach this card to the back of the mailpiece, ror on the front if space permits. D. Is delivery add 1? ❑Yes 1. Article Addressed to: It YES,enter address b Y ❑No 3. Service.Type SS O Certified Mail [3 Express Mail ❑Registered 13 Return Receipt for Merchandise ❑insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes Z Article Number (transfer from,$ervice►adeq { 7012 1 O'l0 t 10 0,0 I 2;8 51 i 1`4 P,S Form 38ft, February 2004 Domestic Return Receipt •+02595-02-M-1540 4 Cg -I Y; ® ® ® D D ® Complete items 1,2,`2nd 3.Also complete A. Signatur item 4 if Restricted Delivery is desired. ❑:Agent ® Print your name and address.on the reverse X. 1121(Addressee so that we,can return the card to you. B. Received by(Punted Name) C. Date of Delivery, ® Attach this card to the back of the mailpiece, or on the front if space permits. I. D. Is delivery add ?? ❑Yes 1. Article Addressed to: If YES,enter address b ❑No <?oz ti . f 3.'Service Type i I]Certified Mail ❑Eiipress Mail �7 ❑Registered 13 Return Receipt for Merchandise ❑Insured Mail ❑C.O.D.. 4. Restricted Deliuery?(Extra Fee) ❑Yes 4 2. Article Number (rransfer from service fabei) 7 012 1010 00 00 2851 1456 ,f � PS Form 381Y February 2004 Domestic Return Receipt 1:02595=02-M-1546 j „u i :e " S 4' GREAT DAY IMPROVEMENTS, T. LC 500 MYLES STANDISH BLVD., TAUNTON,MASSACHUSETTS 02780 Taunton,MA 508-822-1966 Toll Free 888-333-1966 Fax 508-821-9339 www.greatdayhprovements.com HOME IMPROVEMENT CONTRACT MASSACHUSETTS REGISTRATION#168562 DATE: ✓r 20�� Page 1: I, we hereby accept your proposal to furnish all labor and material necessary to perform the following work on the premises of the Owner RAItR.(K �G.f-x.r c_�_a__.r.r+ located at in the City of Rn- State of A Zip -0;2(O/ Tele: ;-54 -6 Customer E-mail address: This contract shall be considered non-cancel le after legal cance lation period has expired. �.�- THE WORK TO CONSIST OF: io ,t; ,11-S510'"I r fb (�an� // 7?-r.L� /6 ac cy 42,, . 4 0'ow <a o'?L1'1 ate, e n d��n a A J r e 6 &/1 RD G r 74f ir, T'r'< i 1- a A o r !ka deck /e,,.e- 1- A'es2 led/t, ov fv Le wG ;fer co .7s is f er {' 36" 4'n0_e 1l �z✓4 `1 G,h Gt// n dery c /s- �� CI�iO-�►�d i a a .S✓s�pd✓ T �,P�f7'7 L� i,"�S /e //�� Cfla�� /7/IdfWct�/ r2S cjliaot�* c+ �•y'��K�6 w,�.—� ���/ e IJ - 6 f r. lJ�� � 3 6 ir—z A-:Sr elm,e,- IL-�Gl A n I Z� ✓T gL 4 e ap 7 n 7 Y, ON &W A- /► B a.- i`L� R h d' 2 i r C a .'f!G+�/n < =eo>� Gr fc S� A-il 0 cf .�d J� ,4'or n.o X'/% `ram la-r-el-k ccAI*-./f D,oe� �,e f» >b� c%►o%'�.� � � `/f i-� /r,e r Lo/a 0 7 ,1 e Ihta �-rmQ _,'„ :J U,f-4-IgP, Q-._S "���5 nQ sfN /4—� V �•C�-rC� �ffj�S � A- �/�/L S f�a�I Y �r� i � /� o r»B,o c✓h �r 7 � /"'"G�r/Nl � v��> /�//!2�a u- �f y 42 "rip ov 6, /1. OF Single Glazed AllView and all non-thermally broken sunrooms with insulated glass ARE NOT designed-to be heated ` or air conditioned. (Initials) Any inquiries about a contractor or subcontractor relating to a registration should be directed: Director •Home Improvement Contractor Registration• One Ashburton Place,Room 1301 •Boston,MA 02108 or call(617)727-8598. -go to page 2-- MA-101A Apr 13 15 02:50p Barry Blanchard 717-432-2030 p.1, ADDITIONAL WORK AUTHORIZATION GREAT DAY IMPROVEMENTS, LLC 500 Myles Standish Blvd Taunton, MA 02780 Taunton (508)822-1966 Fax (508)821-9339 Toll Free (889) 333-1966 OWNER'S NAME PHONE DATE, Oe STREET JOB NAME JOB NUMBER CITY STATE STREET </12-✓!/ S .111,1714 CUSTOMER MAIL DATE OF EXISTING CONTRACT CITY STATE 3 1 � - is You are authorized to preform the following specifically described additional work: -e .._ V �r' � - �'/i,� t. `.,/.� C%i�' .•.� /"`inn C'r%r/•�' G/ G E' :{r..t.�':5�. /J. en d2 ' !t .6G ee svAr z—r 4 _er N G n r &w c% J A-4- .,.1 DDITIONAL CHARGE FOR ABOVE WORK IS: $ ,;2 .3 I Payment will be made as follows: Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated. Date (� /s^ Authorizing Signatur Date Authorizing Signature We hereby agree to furnish labor a ?marials complete in accordance with the above specifications, at above stated price. Authorized Signature d _ C-% Date 1, f' (Contractor signs here) THIS IS CHANGE ORDER NO. NOTE: This revision becomes Fart of,and in conformance with,the existing contract. r r Lo uo TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application 0'01 J CJZL y� Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee 3 061-5 1 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis Project Street Address a / �i Village M,4 Owner Aoflz Y _6 L4.,-,CN,*r2(� Address A6 �ip�/ers 6tec c- Telephone 'ia !�////�/Ft - q& 4 6 Permit Request &1 l 1 I'l o sy ;V ew 'J / r Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation (407 y(� Construction Type A/��+i rti C�r'aSS o/i W-Oce be-a. Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Qe 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 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 4 !,ec-i 6 L., P-110 lt,"�/&5v1repQne Number Address 26 ti YG r-5 S%oi PrS11 -® � Home-Improvement Contractor# Email &54010 G&,+r D,-Y_rA1e4UtJ.,tru15 &0Morker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE �' 22 ZQ I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE "OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 3C . f �l ee + as4.j� I i Y R� s JA if Y i / � �t .�.. r r w` /✓-�^ is 3 '�-w.� . m$ tla, fYN"f' {, -! 11 t_ �� _. •ems h4' � .�. '� P � -u-:�ar`^3+as� �?v+4R•R.... �':. �a�'�.'�-'.�5�`=w. '.�'�'".�:.�.�G Ste' n - 4 ♦ r {� f 309382 A� INSURANCE O® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSUR F12131/2014 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: Wendy Warnock Commercial Lines-(216)241-4344 PHONE Fax A/C No Exe: (216)902-5112 q/C No I:(216)902-5300 Wells Fargo Insurance Services USA,Inc. ADDRESS: Wendy.Warnock@wellsfargo.com 1301 East 9th Street,Suite 3800 INSURER(S)AFFORDING COVERAGE NAIC M Cleveland,OH 44114-1874 INSURER A: Cincinnati Insurance Company 10677 INSURED INSURER B: Berkshire Hathaway Homestate Ins Co 20044 Great Day Improvements,LLC INSURER C Patio Enclosures INSURER D: 500 Myles Standish Blvd. INSURER E: Taunton,MA 02780 INSURER F COVERAGES CERTIFICATE NUMBER: 8586473 REVISION NUMBER: See below 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN SR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICYNUMBER MMIDDIYYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY A CPP1074865 1/1/15 1/1/16 EACH OCCURRENCE $ 1,000.000 CLAIMS-MADE M OCCUR DAMAGE TO RENTED 100.000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000.000 GEN'L AGGREGATE LIMIT APPLIES PER, GENERAL AGGREGATE $ 2,000.000 PRO- POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AAUTOMOBILE LIABILITY CPA1074865 1/1/15 1/1/16 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident AUTOS AUTOS ) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS L(Per accident $ I$ A X UMBRELLA LIAB X OCCUR CPP1074865 1/1/15 1/1/16 EACH OCCURRENCE $ 1,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1,000,000 DED RETENTION$ $ B WORKERS COMPENSATION , 1 X PER OTH- AND EMPLOYERS'LIABILITY Y/N GRWC600744. /1/2015 1/1/2016 STATUTE I I ER _ ANY PROPRIETOR/PARTNER/EXECUTIVE 1,000,000 OFFICER/MEMBER EXCLUDED? ❑N N/A E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) . CERTIFICATE HOLDER CANCELLATION Great Day Improvements,LLC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN . Patio Enclosures ACCORDANCE WITH THE POLICY PROVISIONS. 500 Myles Standish Blvd. Taunton, MA 02780 AUTHORIZED REPRESENTATIVE The ACORD name and logo are registered marks of ACORD @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Great Day Improvements Address: 500 Myles Standish Blvd City/State/Zip: Taunton Ma 02780 Phone#: (508)822-1966 Are you an employer?Check the appropriate box: Type of project(required): 1 r 7. Cr New construction I am a employer with l0 employees(full and/or part-time).* 8. G Remodeling 9. M Demolition 2. r l am a sole proprietor or partnership and have no employees working for me in any capacity. 10.r,Building addition [No workers'comp.insurance required.] 11.r Electrical repairs or additions 3. q I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 12.G Plumbing repairs or additions 4.r I am a homeowner and will be hiring contractors to conduct all work on my property.I will 13.F,Roof repairs ensure that all contractors either have workers'compensation insureance or are sole proprietors 14.r Other with no employees Sunroom 5. r I am a general contractor and 1 have hired the sub-contractors listed on the attached sheet. These sub-contractors have workers'comp, insurance.$ 6. r We are a corporation and its officers have exercised their right of exemption per MGL c. 152, section 1(4),and we have no employees. [No workers'comp. insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Berkshire Hathaway Homestate Ins.Co. Policy#or Self-ins. Lic.#: TNW001460 Expiration Date: l/l/2016 Job Site Address:(V_a /�5 �tCG I e- City/State/Zip: _�a_/� 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 the pains and penalties of perjury that the injor ation provided above is true and correct. r Applicant agrees to terms and conditions Dater Phone#: (508)822-1966 Official use only.Do not write in this area,to be completed by city or town official. City or Town:i_ _�_ Application#! 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#: k AFDC Guide to Wood Construction in High Wlnd Areas. 110 frrph fJ tact Zone Massachusetts Checklist for Compliance(780 CMR5301.2.1.1)r Loadtiearing Wall Connections Lateral(no.of 16d common nails)....................:........(fables;j........_-........................... ._....-_---- Non--Loadbearing Wall Connections Lateral(no.of 16d common nails)................_..._.--_-. able a ..... ......................................< ' Load Bearing Wag Openings(record largest opening but check all openings for corn pfiance to Table 9) HeaderSpans .........................._...._.._..............(Table 9)..._..:......__....._..._...._it_in. 11 SigPlate Spans _...................._...... ...._............_.(Table 9)....._......._.................._ft—in.511' Fug Height Studs (no. of-studs)..._...._____._.-_.:.........(Table S)....................................._.........__ Non-Load Bearing Wall Openings(record largest opening but check ail openings for compliance to Table 9) HeaderSpans............................._----------------._--.......(Table 9)-------------------__-----------_ft—in.512' Sill Plate Spans.._._.___.._._...:._....................--..-..(Table 9)............................. ft in.512' Full Height Studs(no.of studs)..._.............._. ....._....(fable 9)....._..__..........._......................... Exterior Wall Sheathing to Resist Uplift and Shew Simultaneously4. Minimum Bugling Dimension,W Nominal Height of Tallest Opening2 ........................_........................................._..._. 5 E& SheathingType......._......._........._._....._.....(note 4):,--------------------------------------------•- Edge Nail Spacing.......... --.---(fable 10 or note 4 if less).___.._.._.__...:. in. Feld Nail Spacing ... able 10 - in. Shear Connection(no.of 16d common nails)(Table 10)... . ..._._..._ _ Percent Full-Height Sheathing.........__........ .(Table 10)......_.........___............................ 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts)....._............. Maximum Building Dimension,L Nominal Height of Tallest Openine..................................................................... — 6'8_ SheathingType..._............_....._..._._._..._......(note 4)...................-----------:------------------- Edge Nail Spacing................_............._._ -(fable 11 or note 4 if less)........_....._...... irr. Feld Nag Spacing.__._..._.._..........._....._.._:..(Table 11)........._................. in. in. Shear Connection(no.of 16d common nails)(Table 11)............................_.. ................._ Percent Full-Height Sheathing..__.:.._-.-..-.....(Table 11)....... ................ —% 5%Additional Sheathing for Wall with•Opening>6'8'(Design Concepts).. .....:.......:.. Wall Cladding Rafted for Wind Speed7._..._.._.....___..___..__........_....................._.........__...... __.._._.._____._...... 5.1 ROOFS Roof framing member spans checked7._.-..-..:_..__-....(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ...........(Figure 19) _ft s smaller of 2'-or 1.13 Truss or Rafter Connections at Loadbearing Wags Proprietary Connectors Uplift _U= plf p .._....r_----.(Table 12)........................:......._......._. - Lateral .......(Table 12)....__.....____ = p if Shear.......................... __._.........(Table 12)...................................._..5= 'Ridge Strap Connections,if collar ties not Ased per page 21... (Table 13)...._......................—T= pif Gable Rake Outlooker.............................___..--_-(Figure 20)...........__ft_s smaller of 2'or L/2 ' Truss or Rafter Connections at Non-Loadbearing Walls' Proprietary Connectors Uplift._.......:...........:..._._._.__......(Table 14)............._..._............._:_.._ U= lb. Lateral(no.of 16d common nails)_.(Table 14). ..........................L= lb. ............ . Roof Sheathing Type__... _._...-....._...............__...(per 780 CMR Chapters 58 and 59)............ Roof Sheathing Thickness................ _.M.. ............_._........................ _in.>_7/16'WSP RoofSheathing Fastening................__............_.......:(Table 2)_..................................................... Notes: -1. • This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR.5301.2.1.1 Item 1.if the checldist is met in its entirety then the following metal straps and hold downs ar-k not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 2U Gage Straps per Figure 11 c. Uprd Straps per Figure 14 . All Straps per Figure 17 d e. Comer Stud Hold Downs per Figure IBe and Figure IBb 2 'Exception:Opening heights of up to a ft shag be permitted when 5%is added to the percent fumeight sheathing - 'requirer ents shown in Tables 10 and 11. 3. The bottom sgl plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated 92-grade. ' .4 FYC'Gurde to Flood Construction in High FZnd,4reas:110 frzph Grind Zone Massachusetts Checklist for Compliance (780 Ch4R:5301 2.t.I)' C�1 check . Compliance 1.1 SCOPE WindSpeed(3-sec gust)..._...._._._........................_...-.._..........._...-.._._......................_,......_....110 mph WindExposure Ca6egory.............................._......-........_...................................................................-:.-8 Wind Exposure Category................Engineering Required For Entire Project.......................................C 12 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch.........__......:._...................._... :. :(Fig 2) 512:12 Mean Roof Height............... _..._(Fig 2)........ ....._.._..................... _ft 533' BuildingWidth,W_......_..___......._...................-...... ..(Fig 3)........................................ _ft S 80' BuildingLength,Ratio L ....................................:..... .......(Fig 3)............................................... _ft S 80' Building Aspect (UIiV) .......� .. ............ ............_..._..(Fig 4)_._.........-.---...._ ..--- ..... <_3:1 Nominal Height of Tallest Opening ............... ..(Fig 4)................_.............___.......... <SIB, 1.3 FRAMING CONNECTIONS. General compliance with framing c6nnedio11s_.............. .(Table 2).......................................................... 21 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Conavte...................................................:........................:................................................. ConcreteMasonry.........._._.......................... .... . ..............................._....:........._............._......... 22 ANCHORAGE TO FOUNDATiON" 5/8'Anchor Boltsvimbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general............................:......_._.(Table 4).............. in. Bolt Spadng from endroint of plate............_........_....(Fig 5)................................. in.:5 6"-12'. Bolt Embedment-concrete._......._.............._.__ .°.(Fig 5). . ............................ ......... in.z 7' Bolt Embedment-masonry................ ...................(Fig 5)...........i.............................. in-,*?:15' PlateWasher......_...................... .__.......................(Fig 5).----------.------------------_ >3-x 3-x'/' 3.1 FLOORS Floorf timing member spans checkers ...__.................... .(per 780 CMR Chapter 55)............................. Maximum Floor Opening pimension._...................__....._..(Fig 6)....._.. ....................................... ft 512' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wail(Fig 6)..:....................... ......... MWdmiim Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall........__.....(Fig 7)................................................... ft 5 d Maximum Cantilevered.Floor Joists_ T Supporting Loadbeanng Walls or Shearwall........_......Fig 8)_.................................................. ft 5 d FloorBracingat Endwalls................................................(Fig ........_._..._..................... .................... 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)........... ..... _ft 510' Non-Loadbeadng walls... ....._......................._......(Fig 10 and Table 5)....................... _ft'S 20' Wall Stud Spacing .....................:............_...............(Fig 10 and Table 5)................ !n.5 24'o.c. Wall Story Offsets ...._..-_..:_...._............_.................(Figs 7&8).......................................... it 5 d 4-2 EXTERIOR•WALLS . Wood Studs ; Loadbearing walls...:_........................_........ able 2x -_ft_in. Non-Loadbear' wails.............................................(Table 5).............................2x ft in. Gable End Wall Bracing — — Full Height Endwall Studs..................... ..(Fig 1 D WSP-Attic Floor Length.-___-.:.. .... ........:........ . ..._.... 11)_......_.........................--•_.......... ft kW/3 _ 'Gypsum Calling Length(if WSP not used)....................(Fig i1)..._..-...._....._...............:.._ft;-.0.9W _ and 2 x 4 Continuous Lateral Brace @ 5 fL o.c...(Fig 11).............................................-.......... ... or 1 x 3 ceiling furring strips @ 16'spacing min.wiith 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate - Splice Length .._.........._:._. (Fig 13 and Table 6)........................... _ Splice Connection(no.of 15d common nails)..............(Table 6)......_..........................._........... ft flWe Guide to Wood Construction in Hi;h 14rnd.4reas: 110 ntplr 1Yrsd Zone R ' Massachusetts Chee.1dist for Compliance(7so CMR5301 I.t_1)' 4 a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nall Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: 1. Panels shall be installed With strength axis parallel to studs. ii. Ali horizontal joints shall occur over and be nailed to framing. gL On single story construction,panels shall be attached to bottom plates and top member of the double top plate. lv. On two story construction,upper panels shall be attached to the top•member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nag spacing at double top plates,band joists,and girders shall be a double row of ad staggered at 3 inches on center per figures below:Vertical and Ho(rnW Nailing for Panel Attachment S. Glazing protection:a)new house or hDdmntal addition—required if project Is 1 mile or closer to shore(generally,south of Rte.26 or north of Rte.6) b)vertical addition—not required unless there is extensive renovation to the first'fioor c)replacement Wbdows—needs energy conservation compliance only(chap 93) 6.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website. .. YVFI9iI7i6IDGERFSrS ON • FflAArDJG USEnd 14"S • 'AT6bc 1 11 11 AI iI 11 11 A 1• ■ w H 1 ■ ¢ZN i , • ii i I� ■ ' t �•• r 1 �i it ia. t i A t At r m ri ii;_ ' z i I 4 Its P ii i i Ly C l FRAUM MEMEM 1 +; u t EDGE NTER A1aXkTE: r, Lt �� it S 1 49 .1 09 1 t 'IL u u s� Z I p At it r� 1 i - I S H A ;• Y �' rl -.r t _ ' COaJEa.Ef�G�E r. a•MM1 . XA.4 FI4TiEfiN � PJIHH. �^ PfWEEDGE Lr• DOUREMLEDGES?ACMDUAL See Detail on Next Page ' Vertical and Horizontal Nailing Detall Vertical and Debll Horizontal Nailing for Panel Attachment for Panel Attachment ofVE Town of Barnstable o - 1 Regulatory Services MUMMA r g* Richard V.Scab,Director i63g. �e t � Building D"ion Tom Perry,Binding Commissioner 200 Main Street;Hyannis,MA 02601 www.towmbarnstable ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for: (Address of job) `Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FoxMS:0WI4 R?ERMISSMIeooIS 1 o'PPn ot-Barnstable Regulatory Services `oF raryy Richard V.ScalL Director Building)?ivision r u Tom Perry,Building Commissioner IfSAS:i - =es� 200 Main Street;, Hyannis,MA 02601 w0 inwn.barnstable mains ' Office: 568-862-403 8 Fax: 508-790-623 0 HOMEONRU R LICENSE EXEKTION DATE: JOB LOCMOK- numbar shzet vtIlage "HOMEOWNER": name home phone 9 wow phone CURRENT MAII.ING ADDRESS: eitYAOM state rip 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_ DEFINMON OF HOMEOWNER Persons)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 fur all such work performed under the building permit (Section 109.1.1) The tmdersigoed`.`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 ofBarnstable Building Department mn,m,um inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signaft=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 ERF11'MON 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 comniuinities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q.\YTFff-ES 0RNMI&ddmgpumittimnslEX FM&doc Revised 061313 i '* 1ARNSfABLE, MAM Town of Barnstable Regulatory Services Richard V.Scali,Interim Director Building Division Thomas Perry,CBO - Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r I JAR'!, B LAwC ff 4"-� ,as Owner of the subject property hereby authorize [Job 6a0-*1X Pa.try f:-C,1d7Uee—S to act on my behalf, in all matters relative to work authorized by this building permit application for: . orb r �0 �� �� C �, -(y��� (31 #46 0260 � ti (Address of Job) oZo2 rs.. ature of Owner Date 104R2 W (-M A)C4 �c Print NameJ If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. { T:\KEWN D\Building Changes\EXPRESS PERMIT\EXPRESS.doc Revised 061313 a GREAT DAY tMPR0VFX1FNTT$, LI.0 500 MYLES STANDISH BLVD., TAUNTON,MASSACHUSETTS 02780 Taunton,MA 508-822-1966 Toll Free 888-333-1966 Fax 508-821-9339 www.greatdayimprovements.com HOME IMPROVEMENT CONTRACT Page#2: MASSACHi.1SETTS REGISTRATION#168562 // Date: (�J� b" 20 IS- Seller agrees to furnish labor and materials at Buyer's request, and for the contract amount, to complete the work described above,subject to the terms and conditions which appear on both Page 1 &Page 2 and on the REVERSE sides of this contract. Work to start approximately 46 weeks from the date of this contract and to be completed approximately'_3 eeks- after commencement if not delayed by building permit, delivery of materials, weather, strikes, fires, or other conditions beyond Seller's control. The completion date is not of the essence. Buyer represents and warrants that legal title to the property,which is to be improved, is in the following owner(s): 61 2. NOTICES 1. Seller and/or all subcontractors, if any,who perform on this contract, and who are not paid,may have a claim against you which may be enforced against the property being improved in accordance with the applicable lien laws. 2. YOU, THE BUYER,MAY CANCEL THIS TRANSACTION AT ANY TD,4E PRIOR TO MIDNIGHT OF THE THIRD BUSINESS DAY AFTER THE TRANSACTION DATE (THE DATE ON WHICH YOU SIGN THIS CONTRACT). SEE THE ATTACHED NOTICE OF CANCELLATION FORM FOR AN EXPLANATION OF THIS RIGHT. THIS RIGHT IS IN ADDITION TO ANY RIGHT YOU OTHERWISE MAY HAVE TO REVOKE YOUR OFFER. The contractor and the homeowner hereby mutually agree,in advance,that in the event the contractor has a dispute . concerning this contract,the contractor may submit such dispute to a private arbitration service which has been approved by the Secretary of the Executive Office of Consumer Affairs and Business Regulations and the consumer shall be required to submit to such arbitration as provided in MGLC. 142A. Contractor Owner NOTICE: The signatures of the parties above apply ONLY to the agreement of the parties to alternative dispute settlement initiated by the contractor. The owner may initiate alternative dispute resolution even where this section is not separately signed by the parties. WHERE REQUIRED HOMEOWNER TO GET PERMIT. Source of Sale: Contract Price $ 4 SB , 3 88 THE DOWN PAYMENT SHALL BE A Down Payment . $ /4;Oo D 16e� rG $ /6�oo a NONREFUNDABLE DEPOSIT ONCE THE THREE ��� �, o D a DAY CANCELLATION PERIOD HAS EXPIRED. THIS CONTRACT CONSTITUTES THE ENTIRE Balance Due UNDERSTANDING OF THE PARTIES. Upon Installation Customer acknowledges receipt of a copy of this contract,product warranty and duplicate notices of cancellation. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLAN SP ES Date Down Payment Received: ustomer Signature) By: (Signature of Sales Representative) (Customer Signature) - Subject to the terms and conditions which appear on both Page 1 &Page 2 and REVERSE sides of this contract. Revised 10/18/2011 MA-101B A_MA��. "r Imm VIM WM s . ' yS �� Yy «Y I x 9 P q, w 5l, W_ RujI R z:W Z, _ - A6 ''"ri- 'zS` FfS"! - s4�- .f 3ti s ASWT M/5 5r R OW- AM -11 1 ll_�� -IR 4�5 mill / -_ a ' s • 4` ,. rl III a ' •.'Fit dR�'1.t• F�Tv�c; �.�ia�:cL� r-�E��• .. ��� Office of Consumer Affairs a d Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvem4dn gntractor,Registration t Registration: 168562 j r: Type: Supplement Card Expiration: 3/8/2017 GREAT DAY IMPROVEMENTS, LLC BOB GUENARD al .: a 500 MYLES STANDISH BLVD _ - TAUNTON, MA 02780 - �t Update Address and return card.Mark reason for change. sCA 1 0 20M-05/11 Address Renewal Employment R Lost Card i d7l� ani7rw�eciseal a��%/2tc9rac�c[ae t mm�ice of Consumer Affairs&Business Regulation y License or registration valid for individul use only E IMPROVEMENT CONTRACTOR f before.the expiration date. If found return to: Office of Consumer Affairs and Business Regulation egistration 168562i Type 10 Park Plaza-Suite 5170 Expiration 3/8/220 f;& Supplement Card Boston,MA 02116 GREAT DAY IMPROVEMENTS LLC ina_ PATIO ENCLOSURES BOB GUENARD AV. 160 Greentree Drive,Suitie�101 c ti :fix DOVER, DE 19904 Undersecretary Not valid without signature Massachusetts -Department of Public Safety Board o6 Buildino P.egulations'and Standards � f License: CS-094925 f ` ROBERT A GUEIY�[RD 51 BML STREE Norton MA 02766 J.L,.•� E+ `' Expirations Commissioner 09/03/2016 ;i _ , sacaaTo �®f arnstable �e2# Regulltory Services Fee 8 . rate's. Richard V.Scale,Interims Director Bding DIVgSIOD It-PRESS PERMOT Tom Perry,CBQ,Bufi tg Comm"sloner 200 Main Street,Hyannis,MA 02601 MAR 112015 www.town.barnstable.ma.us TOWN OF B� lE v�t L►. �30 Office: 508-962-4035 QNLY EXPRESS PE T APPUCATTON - S p Not Valid without Red A-Fras Imprint � 5"8' Maplparcel Number I" 7i II Property Address (� 1400Ms 911esidential Value of Work S i M nimum fee of$35.00 for work wader 56000.00 Owner's Name&Address lef c. Telephone Number ��'�'� ��'� Contractor's Name t - Improvement Contractor License#(if applicable) j a Ems' Homelmpr Construction Supervisor's License#(if applicable) w rkman's.Compensation Insurance Check one: ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance tU � ` Insurance Company Name BB���� p� ' ,�� torkman's Comp.Policy# lam" ate' 0 �" 9/C Copy of Insurance Compliance Certificate must accompany each peruad. Permit Request(check box)Re-roof(hurricane nailed)(stripe in old ogles) ,�construction debris will be taken to ❑ ❑Re-roof(hurricane nailed)(not stripping- Going over - existing layers of roof) � . ❑ Re-side 3 0 iffi„�,.35)#of windo s�_ EZ Replacement Windowsldoorslsliders:tJ�lalue ( #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. ati ,ie 1%nicre required: Issuance of this permit Historic,Conservation,etc. does not exempt compliance with other town department reattl y*gNote: Property! ffer mu ign Property Owner Letter of Permission Supervisors License is copy of ttnh Rome Improvement:Contractors License&Construction required. SIGNATURE; T:�ICEVII`r D1Building ChaugesEXP S RESS.doc Revised 061313 HOME IMPROVEMENT CONTRACT PLEASE READ THIS „i Sold,Furnished and Installed by: Branch Name:Boston North& tn,South Date: �i S THD At-Home Services,Inc.. d/b/a.The Home Depot At-Home Services . Branch Number:3.1 and•33 •908 Boston Turnpike,Unit 1,Shrew-hurt',MA 01545 Toll Free 877.90373768 Federal iD#75-269$4l(1;ME Lie#C 02439;Ri Cont.Uc#164227 J-�/ GT.Lie#.HIC.U565752;MA Home Improvement Contractor Rcg.#1 689.1 Installation Addt�s: 2(ClQ le� _lA{P. �$ 0 . City LState •.Zip Purchaser(s): _ Ar work Phone: Home Phone: Cell Phone: rI [ ] [ 1 �YB'Y�.. . � [ l [ l [ l Home Address: (If different from installation Address) City State Gip E-mail Address(to receive project communications and Home Depot updates): .. ❑1 DO NOT wish to receive any marketing emails from The Home Depot Project Information,. Undersigned("O.'ustomer"),the owners of the property located at the above installation address,agrees to buy, and T14D At-Home Scrvi=%,Inc.("The Home Depot")agrees to furnish,deliver and arrange for the installation('Installation")of all materials described on-the below and on the referenced Spec Sheet(s),all of which are incorporated into this Contract by this reference,along with any applicable State Supplement and Payment Summary attached hereto and any Change Orders.(collectively, "Contract"): job#: a"&�I wfnmuc> Pr 'ect Amount Roofing ElSiding Lpwiodows Li Insulation �5 <a ❑Gutters/Covers Entry Doom ❑ 5 a�d,}j Rmfing USidingX2i Windows U Insulation aL 3OCS ❑Gutters/covers ❑Entry D,.,. ❑ Q _-T.6 __ Rooting LJSiding 0 Windows 0 Insulation ❑Guncrs/Covers ❑Entry Doors❑ $ Roofing OSiding0 windows 0 Insulation - ❑Gutters/Covers ❑Entry rhwrs ❑ $ ATimmum 2 %Deposit of Contract Ammo due upon exeoWiou of this cont.rrd Total Contract Anoint $ Maine lhirehasets may not deposit more than on"ird of the Contract ou Amnt. O?q D�j Customer agrees that,immediately upon completion of the work for each Product,Customer will execute a Completion Certificate (one for each Product as defined by an individual Spec Sheet)and pay any balance due. As applicable,each Customer under this- Con tract agrees to be jointly and severally obligated and liable hereunder. The Home Depot reserves the right to issue a Change Order or terminate this Contract or any individual 11roduct(s)included herein,,at its discretion,if The Home Depot or its authorized service provider determines that it cannot perform its obligations due to a structural problem with the home,environmental hazards such as mold,asbestos or lead paint,other safety concern,.,pricing errors or because work required to complete the job was not included in the Contracte.7 r� Payment Summary: The Payment Summary#/—O.l !l Q l 7 included as part of this Contract, sets forth the total Contract amount and payments required for the deposits and final payments by Product(as applicable). NOTICE TO CUSTOMER You are entitled to a completely filled-in copy of the Contract at the time you sign. Du not sign a Ceanpletion Certificate(note: there is one Completion Certificate for each listed Product as defined by individual Spec Sheets)before work on that Product is complete. In the event of termination of.this Contract,Customer agrees to pay The Home Depot the costs of materials,labor,expenses and services provided by The Home Depot or Authorized Service Provider through the date of termination,plus any,other amounts set forth in this Agreement or allowed under applicable law. THE.HOME DEPOT MAY WITHHOi.D AMOUNTS OWED. TO IVE HOME DEPOT FROM THE DFPOSiT PAYMENT OR OTHER PAYMENTS MADE, WITHOUT i.,IMITING THE HOME DEPOTS OTHER RE VIEDIES FOR RFCOVERV OF SUCH AMOUNTS. Acceptance and Authorization: Customer agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to the Products and installation services and supersedes all prior discussions and agreemeltts,either, oral or written,relating to said Products and Installation.This Agreement cannot be assigned or amended except by a writing signed . by Customer and The Home Depot.Customer acknowledges and agrees that Customer has read,understands,-voluntarily accepts the tennis of and has received a copy of this Agreement- �d by: Snbmi by: - RIO L_)f011_PA44" ( 0 Customer's Signature. Date Sales Co ltant's Sign re d a trace X Telephone No. ?0 D Customer's Signature Date Sales Consultant License No. CANCELLATION: CUSTOMER'MAY CANCEL THiS (osapplicable) AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THiS AGREEMENT. THE STATE SUPPLEMENT ATTACHED - HERETO CONTAINS A FORM TO USE IF ONE IS SPECEFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. N WICE:AOD1110NAiL TERMS AND CONDITIONS ARE STATED ON THE REVERSE SME AND ARE PART OF THIS CONTRACT 10-23-14 White—Branch File Yellow—Customer Tel Wd9Z:Z TZOZ 8Z '6nd S4ZZZ9£805: 'ON XUA pe6wp(: WONj Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor Specialty -, License: CSSL-0 I62 �.;. TIMOTHY PHANSCOM 4 CIRCLE DR] Wareham MA 02371 .�.».�'/rr . ,r"`�• Expiration Commissioner ^` 0SM2015 The Commonwealth of Massachusetts Department of IndustrialAccidents s Office of Investigations w 1 Congress Street, Suite 100 Boston,MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): The Home Depot At Home Services Address:2455 Paces Ferry Road City/State/Zip:Atlanta, GA 30339 Phone #:774-275-2139 Are you an employer? Check the appropriate bog: Type of project(required): i.❑® I ani a employer with 4. 1 am a general contractor and I employees(full and/or part-time). have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. n Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. insurance.' required.] 5. We are a corporation and its 10.E]Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I I.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.] t c. 152, §1(4),and we have no 13. Other window replacement employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. if the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name:NEW HAMPSHIRE INSURANCE CO Policy#or Self-ins. Lie. #: WC0491018812 Expiration Date:3/ 1 /2016 Job Site Address: 2(, T l( '��'o - City/State/Zip: ' U1S . Attach a copy of the workers' compensation policy declaration page(showing the policy num er 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 v' or. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for ins a coverage verification. I do hereby certify under p ' sand nalties of perjury that the information provided ab ve is ue and correct Si ature: Date: �� Phone#: 401714 63 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 — o. Office of Consum er Affairs and Business Regulation ` 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvezmenf.Contractor Registration Registration: 126893 Type: Supplement Card THD AT HOME SERVICES, INC. = Expiration: 8i312016 ANDREW SWEET 2690 CUMBERLAND PARKWAY SUITE 300: _ ATLANTA, GA 30339 ` Update Address and return card.illark reason for change. Ica,.:: 20rA-05n1 Address hl Renewal i Employment Lost Card ``��r�ru�intiiita•a�/�r/r'•l1it�n��n�r•/% o Ofriceor Consumer Affairs&Businl3egulation IMPROVEMENT CONTRACTOR ess t; License or registration valid for individul use only °HOME before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registration: 12ggg3 � Type: 10 Park Plaza-Suite 5170 Expiration: 802016 Supplement Card Boston,NIA O211G TWn A-r urNNA_C Crptnnc_c �nii�- r�) rHE HOME DEPOT AT HOME vSERVICES / ANDREW SWEET 2690 CUMBERLAND PARKWAYS •'1��� ��.2�_____ 4, ©., , ,• • � y. s:.I I �.:: ....- . •. . Ln a0 F F I C I A �6 to CO Postage $ ru O Certified Fee ��A N/V Return Receipt Fee Poshn 7 O (Endorsement Required) Here o Restricted Delivery Fee � V p (Endorsement Required) f , 4 C3 Total Postage&Fegs $rLi Sent To Street,Apt.No.; Q . .......... - w---- ---- p [� or PO Box No. �j�'/ 7 � Cdy,State,ZIP+4 s T a�S- Certified Mail Provides: a'A mailing receipt s a A unique identifier for your mailpiece a A record of delivery kept by the Postal Service for two years Important Reminders: o Certified Mail may ONLY be combined with First-Class Mails or Priority Mails. a Certified Mail is not available for any class of international mail. o NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or Registered Mail. a For an additional feej,p Return Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a USPS®postmark on your Certified Mail receipt is required. I a For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent.Advise the clerk or mark the mailpiece with the endorsement"Restricted Delivery". a If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. ' IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 I Town of Barnstable THE Regulatory Services GF Tp� do Richard V. Scali, Director * Building Division BARNSTABI,E BARNSTABLE, ° Mass. $ - "nci.siaax's'i'aetl v� 039. �� Thomas Perry, CBO 1639-2014 p'FDfAA�A Building Commissioner 575 200 Main Street, Hyannis, MA 02601 www.town.barnstabllema.us us Office: 508-862-4038 Fax: 508-790-6230 August 27, 2014 B & B Electric Shawn Mahoney P.O.BOX 854 Osterville, MA 02655 Re: Electrical permit number 201403269 for work performed at 26 Fiddler's Circle, Hyannis MA 02601 The electrical inspection for the generator installed at the above mentioned address did I ot pass inspection for failure to comply with the electrical codes cited below: NFPA 70 2014— National Electrical Code (with Mass Amendments) 230.7 Other Conductors in Raceway or cable. Conductors other than service conductors shall not be installed in the same service raceway or service cable. 250.24 (A) Grounding service—Supplied Alternating-Current Systems (1) General. The grounding electrode conductor connection shall be made at any accessible point from the load end of the overhead service conductors, service drop, underground service conductors, or service lateral to, including the terminal or bus to which the grounded service conductor is connected at the service disconnecting means. (5) Load Side Grounding Connections. A grounded conductor shall not be connected to normally non-current-carrying metal parts of equipment, to equipment grounding conductor (s), or be reconnected to ground on the load side of the service disconnecting means except as otherwise permitted in this article. 250.92 (B) Method of Bonding at the Service Mass Amendments 527 CMR 12:00 Rule 9 Installations covered by 527 CMR 12.00 failing to apply for an electrical permit within the required 5 days. Appeals to this decision must be made to the state. Please see ma`ss.gov, Consumer Affairs and Business Regulations, 237 CMR 21.00: Board of Electricians Appeal or http://www.mass.gov/ocabr/iicensee/dpl-boards/el/regulations/rules-and-regs/237-cmr- 2100.html Respectfully Submitted by, William Amara Inspector of Wires 508-862-4089 http://www.mass.gov/ocabrA icensee/dpl-boards/eUregulations/rules-and-regs/237-cmr-2I OO.html •. l D 7�- Town.of Barnstable *Permit 49 4 t , � Nei Regulatory Services EFees6monthsfrom issue date + snxxsrnBr E01, Richard V.Scali,Director Building Division . TOWN AF A N A 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 2 M Not Valid without Red X-Press ImprintMap/parcel Number Property Address ZL 1 �f S C.i G�-L l( ag ?CS Residential Value of Work$ % l�0, Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address /gi Lk4e�ok Contractor's Name fa&(tt L\AA Telephone Number Home Improvement Contractor License#(if applicable) 173 19 2- Email: Construction Supervisor's License#(if applicable) l ❑Workman's Compensation Insurance C�hec ne: [2 l am a sole proprietor ❑ I am the Homeowner ❑ I have Worker's Compensation Insurance Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Req t(check box) \ 1 Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is re tired. SIGNATURE: Q:\WPFILES\FORMS\ ilding permit forms EXPRE .doc Revised 061313 Hie Cormnoymwafth ofMassachuseffs Depaphnent qfhrdast-ul Accidents 600 WaylkingtonStreet Bosfar,,MA02III wwminass.govldia Workers' Compensatiun Insurance Affidavit:$iiilders/ContractorsMectricianMumbers Applicant Information p l Ptease Print Legibly ISTam� at,,; Address. '1 Z /, - - City/stat&Zip: C121,3 Phone 0� 2 Are you an employer:'Checkthe appropriate bo T of a act :r 1..❑ I am a crop loyer with 4. Pq art/a goal contractor and 1 6- ❑New won employees(full and/or part-time).* have hired the sub-contfactaFs. 2 El I am a sole proprietor or partner listed on the at#ached sheep - ❑Remodeling ship and have no employees These sub-contractors have g_ ❑Demolition w for me.in an c ci �. employees and have workers" offing y spa t5 - 4_ ❑Building addition [No workers'comp.insurance comp_meuvanceJ required_] 5_❑ We area corporationand its 10-[]Fl,ectrical repairs or additions 3.❑ I am a home vmer doing all work officers ha-m exercised their 1I-[]Pl g repairs or additions myself. [No workers'comp_ right of exemption per MGL 11. 3Zs�af regaas insmance required-]1 c_152,§1(4),and we have no employees_[No workem' 13_0 Other comp-insurance required.-1 *Any appiRmA that checks boa#1=aA also fM out the mKffim below showing ih&woders,compere adore psdiry iuffirmatiw3_ T Homeowners who submit this affidavit indicating they are doing aII av¢ir and then bim outside eoatraetnrs omit submit a new aftidscdt mtiirK�in mch- -t ant MMrs that rf+ark this box mint attarhed aII sddi[ional sheet show-mg the mmne o8 ifie smb-coaft-Ac s and state whether oe=t these m iEies have mplvyees provide their warkess'comp.policy aumher lam ara etnpIayer t)tat is ptzr►�iding workers'comperrsrrtion irtaztrru[c }or my7 empLsyeea Belov is thepo&c.anal job site infotmal&n. Insurance Company Dame: Policy 9 or Self ins Lie.4- Expiration Bate: 4 / Job Sibe Address: Z/O )9 4,01&15 e City/Stawzip:4yr fir, Attach at copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure cm-crage as requiredvnder Sectioat 25A of MGL c 152 can Lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year-imprisonment as well as civil penal ies in the.form of a STOP WORK ORDER and a fine ofup to$.250.0.0 a day against the violator_ Be advised that a copy of this statement may be forwarded to the Office of Iutestigatiorm of tiie DIA for insurance.coverage fle vuffication- I da daRr ebp certify it e s and a that the informudian protidsd abm a is true and correct Signature: Date: Phone# (7 'Edo/use only. Da not write in flair area,to be competed by csi}v or town officraL Utv or Town: PermitUcense# Iss-nin Antharity(circle one): 1.Board of Health 2.Building Department ICityffawn Cleric 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: 6 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written_" An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the Iegal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shah withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance-coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants — Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit 1'ae of adavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obt ai--r a lrorkers' compensation policy,please call the Department at the number listed below. Sell insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an,applicant that must submit multiple pemlit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affi.daVit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonw4ealth of Massachusct_ts Depaziment of Industdal Accidcnis GMQe Qi kyestigatiaus 600 Washingtan Stith Baston,MA 02111 Tel.A 617-727-49-G(1 W 406 or 1-977 I AS E Revised 4 24-07 Fax#617-` 27-7 49 vAvw-mass`go-,ddia i i COREY & COREY CONSTRUCTION 1672 FALMOUTH RD #117, CENTERVILLE, MA 02632 P-F10 1-5 04 -k7175�-8� Z�410 CsE_-; RTAINTEED LANDMARK �_I �`E:T�IME -ALGAE° RE'S°°:I�ST'AN�T. ARCK11TECTURAL STYLE . RE - RO�O� F�I' PI�G� PROi�-Os�AL. June 1, 2014 BARRY BLANCHARD 26 FIDDLERS CIRCLE TEL: 508-957-2374 HYANNIS,MA EM: barry.blanchard@gmail.com COREY & COREY hereby propose to perform.the following services in a neat and professional manner and in accordance with the manufacturer's specifications and local building codes. Remove and Haul Away All of the Old Asphalt Roofing Shingles. Repair All of the Seams on the Rubber Roofed Dormer,Install a Witches Hat with Clamp on the Soil Pipe Flashing and Remove the Termination Bars on the Rakes and Install C-6 Commercial Grade White Rake Edge with Seam Tape like it should have been done originally. Supply and Install CERTAINTEED LANDMARK : LIFETIME WARRANTY, 10 YEAR SURE START PROTECTION, CLASS A FIRE RATED, COPPER/CERAMIC STONES for a FULL 10 YEAR WARRANTY AGAINST ALGAE CONTAMINENT,240 POUND,EXTRA HEAVY WEIGHT, 130 MPH WIND WARRANTY, CATEGORY III HURRICANE, STORM/HURICANE NAILED (6 NAILS PER SHINGLE), MULTI-LAYERED,LAMINATED ARCHITECTURAL STYLE,FIBERGLASS BASED ASPHALT SHINGLES. COLOR. 1IRCHWOOD4Y, Supply and Install HICK'S VENTED ALUMINUNM DRIP EDGE After Cutting an Opening at the Top of the Fascia Boards. Supply and Install CERTAINTEED WINTER-GUARD(Ice&Water Shield )WATERPROOF UNDERLAYMENT SYSTEM on Roof Eaves& Under the Flashing on the Chimney and Gable Walls. Supply and Install #15 BLACK SATURATED FELT ROOFING PAPER Supply and Install AIR VENT SHINGLE VENT H RIDGE VENT on Both of the Ridges. Supply and Install ALUMINUM &NEOPRENE SOIL PIPE FLASHINGS Clean and Remove Debris from work area after job is completed. TOTAL INVESTMENT ------------- $ 4950.00 C 0 R. ' Y-.,. ' & SM R, E Y- CONSTRUCTION POSSIBLE EXTRA CARPENTRY: Any Rotted or Otherwise Deteriorated Trim Boards,Plywood Sheathing, Missing Metal Flashing,Side Walling or Any Other Carpentry Needing Replacement will be done and charged for as an Extra:Materials Plus Labor at the Rate of$80.00 per Hour. PAYMENT SCHEDULE: A Deposit of One Half is due at the Signing of this Roof Proposal and the Final Payment for the Balance is Due Immediately Upon Completion. WORK SCHEDULE: All Roof Work is Normally Scheduled for Completion Within 45 Days of Acceptance and Receipt of Deposit providing the Materials are Available. Work will be coordinated with the Solar Tube Installation`=as soon after Tube installation as Possible: Please Make Checks Payable to: PATRICK CLIFFORD COREY & COREY Warranties the Shingles and Labor for 10 years. CERTAINTEED Warranties the shingles and labor 100%for the First 10 Years and the Shingles your LIFETIME if the shingles becomes defective. CERTAINTEED Warrants the Shingles up.to a CATEGORY III HURRICANE-130 MPH WIND WARRANTY. CERTAINTEED Warrants the Shingles to be Algae Resistant for a Full 10 Years. rs ` pCOREY & COREY carries Worknau's Compensation and Public Liability Insurance on the above work DATE OF ACCEPTANCE: ACCEPTED BY: SUBMITTED BY: BARRY BLANCHARD CHARLES CO , CO ULTANT HOMEOWNER COREY & CO STRUCTION U�:1 License or registration valid for individul use only 5 before the expiration date: If found return to +` >i a; Office of Consumer Affairs and Business Regulation 10 Park Plaza-Suite 8170 } Boston;MA 02116 j gxA N( s r C`� t A' ICA X �I `r u> w Not valid'.wi6o signature E R y Enjto :�� � f t rse&Bu a �ulata a� Id — A Office of Consumer Affairs:&Busi ess u O N82',C.ONTRACTOa � \ i ENT IMP d t ti E on: i 5 pBAR TitY Pt.i egist ts i c m o z. Xpiration 9I1 112014 x� v U rN O I .} rGREY CONSTRUCTION - a .: UREY AND ; m PATRICK CLIFFORD K 12jBALDWIN.RD. NIS;;MA 02638 DEN Undersecretary: ACORQ CERTIFICATE OF LIABILITY INSURANCE DATE IMMIDDIYYYY) 01/14/2014 PRODUCER 508-775-5154 FAX 508-790-0557 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Southeastern Insurance Agency, Inc. ONLY AND C019FERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS GE-RT17 LATE DOES NOT AMEND, EXTEND OR 641 Main Street ALTER THE COI.ERAGE AFFORDED BY THE POLICIES BELOW. Hyannis, MA 02601 — -'----- - INSURERS,AFFORDING COVERAGE NAtC# INSURED All Cape Exterior Remodeling LLC INSURER A:. Arbel 1 a Mutual Ins Co 1-7000 j INSURERB: AEIC Insurance 67 SEA STREET APT A4 INSURER C. Hyannis, MA 02601 INSURER D: INSURER E. - COVERAGES 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ..__._.....--...._..----._....._..__... DATECMMFDD YYIYY --------------. .-_...___._ ._...... .__._..-----..INSR;ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EXPIRATION LTR INSRD. :DATE MMIDD/YYYY . LIMITS GENERAL LIABILITY 8500041933- 01/14/2014 :. 01/14/2015 EACH OCCURRENCE 5 1,000,000 X COMMERCIAL GENLRAI.LIA1311_1IY ' DAMAGE TO RENTED - --- - — PREMISES Ea occurrence] $ 100,000 --'------..uncc-- --- -_ CLAIMS MADE X OCC(JIt MI-D LXI'IAny one person) $ 5,000 A PFRSONAI.&ADV INJURY $ 1,000,000 GLNFRAL AGGREGAI E - $ 2,000,000 CI_N'1 AGGItf:GAI C LIMI I AI'PL ILS I'I:R PRODUCTS-COMP/011 AGG 5 2,000,000 POLICY. PRO- JECT LOC AUTOMOBILE LIABILITY — COMBINED SINGLE LIMIT $ ANY AU 10 : (Fa accidonl) AIA OWNI-0AUIOS BODILY INJURY $ SCIII:DULEDAUIOS - I (Porperson) I IIRCD ALI I'OS _ BODILY INJURY 5 .NON-OWNED AUTOS (Per accidonl) - . .._.. .. -----------------— PROPL_RTY DAMAGE - $ (Par accident) GARAGE LIABILITY - AU 10 ONLY-EA ACCIDLNI 5 :ANY A1110 - - 01I11:R IIIAN .IAACC $ All 10 ON[Y - AGG 5 EXCESS I UMBRELLA LIABILITY EACH OCCURRENCE $ _ OCCUR _-. .,, CLAIMS MADI`. - AGGItEGA'fL 5 .... DI:DOG1111LI_ I21:I I:N I ION $ S WORKERS COMPENSATION WCC5007896012013 01/14/2014 01/14/2015 X WCOR STAI I' 1 1H- -. .AND EMPLOYERS'LIABILITY ( Y LIMITS __I1R _ ANY PROPRIEI'ORIPAH I NEW[-XLCUI'IVL Y I N F.I. L-ACI I ACCIDEN(. _'$ _ 1,000,000 B :OPIICLR/MEMBEREXCLIN)F.D? I: - - - - -- (Mandatory in NH) L-I. DISEASE EA EMPLOYEE! $ 11000,000 11 yes,describe under - .____...._.._.—_-- _ --.-- SPECIAL PROVISIONS below OWNER INCLUDED] e(..DlsensE-POLICY LIMIT $ 1,000,000 OTHER - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER PANCELLATION :2 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION — `DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN - NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO.DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. display purposes only AUTHORIZED REPRESENTATIVE Joanne Bretton ACORD 25 12009/011 n 19RR-2nna ACnRn CnRPORATInN_ All rinhts rP.SprVp_d- Assessor's office(1st Floor): c� SE�0 SYSTEM BUST Assessor's map and lot number R D� 0 t6 � �INI.c� 0 'STALLED 1N COM t �..�'�Gflr� Q o Board of Health(3rd floor): � �TIYLE Sewage Permit number ��a a u u V�513��i1��9a I�L 3TULL i Engineering Department(3rd floor): $ ass House number 'OWN REGU� o z639. Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1-:00-2:00 P.M.only TOWN OV. BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ,C.7Lt/L,d DrXe- TYPE OF CONSTRUCTION "7L700 fC2 h1±f- — A19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �iiOG.t/LS C4Ae_4_F • Proposed Use Zoning District Fire District Name of Owner OEA"V" tG�4,49 ->C&P*L4 Address 6/?P* Name of Builder E,f, A101Z a 11-410j'"1 "—Le• Address St4li 3% /17.1ise",eS Name of Architect Address Number of Rooms Foundation Exterior Roofing IY4 Floors let, ' Interior ^1541 Heating N� Plumbing Fireplace Approximate Cost ► Area 13 a sF Diac am of Lot and Building with Dimensions �• Fee �tlr'r • - � 3c't• O �� n` � g "0 t pf 010 FiAc� el)2cc t OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License ANCHARD, VERNON . ti€ i k' No 33782 Permit For Rli; 1 d Deck -- _- Single Family Dwelling E Location 26 Fidlers Circle �s Hyannis Owner Vernon Blanchard Type"of Construction• -Frame .i'>;. Plots Lot t } Permit Granted May 29 : 19 l 90 _ --I Date of Inspection tJ 19 , r Date Completed 191 19 - '• { £ • ,r ! f (` !Y i r: 0 aL - .. • _ F . rat` , „.`Ma{ti',i�.. ._..r..._� .y�lPia`: vly.]1h,'�f"'' �n.y��i�'41F' w Y �e "w`Y t%V'�'..�...a.,+-4N'T� `WfFS r s .. .. -.. .,R.px^ iw a •Lrx p 1i'1 e�1- Assessor's office(1st Floor): p r1 - Assessor's map and lot number 9 a 0 7 r' ( G` "”,; - �o�TEE, . Board of Health(3rd floor): A.W 00., "7''0A0e-,1,A � e�Q Sewage Permit number >; DAH3574DLL Engineering Department(3rd floor): r.sa— House number °o +639`... Definitive Plan Approved by Planning Board 19 �� .c� APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF B ARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO �ir iG 42 TYPE OF CONSTRUCTION C.t7d�A �/2i 19 � TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Z l �i�4-r/I S r—i1z L4-f • Proposed Use 0EC� 1 Zoning District , ,�l S Fire District Name of Owner (-)F1e/ /0/'v A3�111'-1C Z) Address .5A* } C� /✓O/Z/Z�S SC7ti/. �. Address -3 8S- Name of Builder Name of Architect -- Address Number of Rooms Foundation Exterior Roofings Floors ���� Interior Heating A14 Plumbing / /V Fireplace Approximate Cost "6oOU Area - �a Diagram of Lot and Building with Dimensions b r l Fee Wr Et4S- o L� —L— I-lov, p O I F(Dt- At • C r� c c OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Supervisor's License BLANCHARD, VERNON A=2 8 8--16 No 33782 Permit For Build Deck Single Family Dwelling Location 26 Fidlers Circle Hyannis Owner. Vernon Blanchard Type of Construction Frame Plot Lot Permit Granted May 29 19 90 Date of Inspection 19 Date Completed 19 PERMIT COMPLETED 1/l/�„ { P�oFI Et TOWN ®F BAR T o� NS ABLE Z BARESTABLE, i "6 q BUILDING INSPECTOR APPLICATION FAR PERMIT TO' 6�v..�r� u U'e- e C! ... ....... . 6........................................................ TYPE OF CONSTRUCTION ...........................'�°� ... �......19`. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby .applies for a permit according to the following information: Location ... �a...........6�(`-V S �.v. re f! ProposedUse ..... �d ..................................................................................................................................................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner V.O.Y.1'!!!? ...tc.J. ✓ °..v.............Address ..................................................................................... Name of Builder ........ ..�.1.r/ .............................Address .......................................... Nameof Architect ..................................................................Address ..........................................................,......................... Numberof Rooms .......................... ....................................Foundation .............................................................................. Exlerior ........ .... : .. .:...... Roofing s• a?R@:.,:�. Floors ...................... ...... . .............................................Interior .......... - -..... Heating ..............................a..................................................Plumbing ................................. ..................... Fireplace ..................................................................................Approximate Cost ...........................:..................Ar . ..................Definitive Plan Approved by Planning Board ____________________---_____-__19________. Diagram of Lot and Building with Dimensions WWI SUBJECT TO APPROVAL OF BOARD OF HEALTH w i LL- C] 0 _J lie 2"d I l IN Im -'_ o _._ L� Im 1 Li CL — !I a ' Li, I LL O ::D LU co (� LLJ ry (--- M r _ W (� < LIN La Ca T w 0- z z IL of W }- q '� w I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable rega 'ng the above construction. f Nam ..... .... .......... ...`...... .............................. y. "i f Blanchard, Vernon 15737 Permit for greenhouse No .............. .................................... ............................................................................... 1 Location ........ .. 26 Fiddler'. . ... s Circle. .................. ........... .... ... ........ .... Hyannis ' ............................................................................... Owner Vernon Blanchard . .................................................................. Type of Construction glass ...............................................................:................ Plot ............................ Lot ................................ Permit Granted .......Decemhex..Ij...........19 72 Date of Inspection ........... ....... ...............19 i Date Completed 19 �om1p l � PERMIT REFUSED ................................................................ 19 .......................f........................................................ ................................................................................ ............................................................................... Approved ................................................ 19 ............................................................................... .................... ......................................................... I PLAN REFERENCE CONTOURS FIDDLEI?'S r 4; PLAN BOOK 96 PAGE 137 - - - - - 1 . �j� �.�� EXISTING - - 5� ❑ a. _ �1 a � ASSESSOR'S MAP: 288 .MINIMAL GRADING PROPOSED N o� 8�3 �� pr LOT; 162 �w mNN m ��� _ LEACHING GALLERY m m LOCUS ..Z t 1B0 00 f t Z PDJNr z 22.5 FE 1-0 HEE) LOCUS MAP HYANNM MA 00 9 T _ I NOT TO SCALE w to 0 2 P C) GREE J O 1 -P CLEAN ��`G HOUSE CIS N N < z w w 24 I ourME m LEGEND m� -P �z U � �- v 1500 GAL L ON ®o , Z LL O m I SEPTIC TANK B ( 1 =W J W v D-Box ":7 o 3< x � I EXISTING 210 TEST PIT ® : I �B `° m 3 BEDROOM ti, 0 COEXISTING x `m DWELLING CESSPOOL 0 ; (n Z O O TOP bF FNDN W L m I O EL 24.39+- UTILITY POLE C" O� DRAIN ® - m z w Lu m HYDRANT O W < <o� , J LCt1 T 30 �< co `�`�°' I AREA - 9060 s f+- TREE 3 ce P -NUMBER REFERS TO DIAMETER IN INCHES. LETTER DENOTES TYPE LL1 y NOTE Q-QAK M-MAPLE P-PINE v WA TE r-'S 00 f E ao 24 GATE �3 SEWER L INE A MA Y A L TERNA TEL Y __j $ ® BE DISCONNECTED AND REPLUMBED H INSIDE BASEMENT TO JOIN SEWER Q EDGE OF PAVEMENT LINE B. FINAL INVERT ELEVATION OF W UWI z z SEWER LINE B TO BE NO LOWER Z J < O < BENCH MARK THAN 20.50 � m J O Z 3 �Q FRO W J FIDDL ER 'S T f? F WATER GATr% �4, d a ❑m O O E a z OS STE f/ � o U �" ~ a H ELEVATION STABLE GIS D TUM -TO SERVE EX ING DWELLING ^ a ❑ I�� . K m � Ljj ti VERNON & HE BLANCHARD .� m Ip Ln (nFLAN ono D DVID �1. � 26 FIDDLER'S CIRC HYANNIS, MA N 0 COUGHANOWR w SEG—� o _ SCALE: 1 in = 20 FL No. 1093 NV 0 a J N N ry tn N ry � �,sre ° 43 TRIANGLE CIRCLE SANDWICH MA 02563 I Q W <W m w �111 TA 508 364-0894 ETE-2253 MARCH 3. 2006 1/2 I ' INS Zov � THIS PLAN IS BASED ON AN INSTRUMENT SURVEY M10 [5 INTENDED SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. FOR ANY OTHER CHANGES TO PROPERTY OWNER SHOULD CONSULT WITH A REGISTERED LAND SURVEYOR. DATE OF TEST: FEBRUARY 24.. 2006 4 u SOIL TEST LOG SOIL EVALUATOR: DAVID D. COUG VARIANCES .SRS OUGHT DESIGN CALCUl ATM ,.WITNESS REOCIIREMENT WAIVED = NO VARIANCES SOUGHT �;. . . NO GROUNDWATER ENCOUNTERED TEST PIT 1 PARENT MATERIAL: PROGLACIAL OUTWASH `- PERC AT 78 to 2 MIN/INCH IN C SOILS DESIGN FLOW: 3 BEDROOMS X 110 GPD = 330 GPD bx = ` ELEVATION = 21.55 SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED] ti (INCHES) HORIZON TEXTURE (MUNSELU MOTTLING 9.55 DISTRIBUTION BOX: USE 3 OUTLET" D-BOX. ` _ 0-14 FILL 14-15 0 LOAMY SAND 10 YR 2/1 NONE FRIABLE x SOIL ABSORBTI,ON SYSTEM: A 32 ft x 10 Ft x 2 Ft CEACWING .GALLERY CAN LEA�. fi 15-18 E LOAMY SAND 10 YR 5/1 NONE FRIABLE A6 o f = ( 32 x 10 1 = 320 s F 18-24 A LOAMY SAND 7.5 YR 4/6 NONE FRIABLE - A s d w = (.3 2'+ 32 + 10 + 10 1 ;c 2 = 168 s f > 24-36 B LOAMY SAND 10 YR 3/6 NONE LOOSE Atot = 488 sf 18.55 LOAMY Vt 0.74 x 448 = 361.12 GPD 36-56 Cl 10 YR 5/6 NONE LOOSE MEDIUM SAND USE A 32 Ft x 10 Ft x 2 Ft GALLERY. Vt = 361.12 GPD' > 330 GPD REQUIRED 55-140 CZ MEDIUM SAND 10 YR 6/3 NONE LOOSE 9.89 t NCOUNTERED TEST PIT 2 . POA ENTUNDWATER MATERIAL:E PROGLAC AL OUTWASH ELEVATION = 21.40 +_ PERC AT 78 in 2 MIN/INCH IN C SOILS CSIZXSOIL Son- COLOR SOIL OTH ° ((I ESI HORON TEXTURE (MUNSELLII MOTTLING LEACHING GALLERY 9.40 0-8 FILL CONSTRUCTION DETAIL 8-10 " 0 LOAMY SAND 10 YR 2/1 NONE FRIABLE CULTEC RECHARGER 330 UNIT 10-14 E LOAMY SAND 10 YR 4/1 NONE FRIABLE STONE 14-20 A LOAMY SAND 7.5 YR 4/6 NONE FRIABLE 2 ft EFF. DEPTH f 20-34 8 LOAMY SAND 10 YR 4/6 NONE LOOSE 32.0 f t 1857 LOAMY 34-66 Cl MEDIUM SAND 10 YR 5/6 NONE LOOSE 56-132 CZ MEDIUM SAND 10 YR 6/3 NONE LOOSE `► ` . 10.40 O� O O v NOTES m 1.0 6 30•0 Ft 1.0 fl 32.0 ft Nor TO r 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN SCALE 21 ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. ` ; 31 ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS ' OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 151 41 INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES 'r r BEFORE EXCAVATING FOR SYSTEM. 51 EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND REMOVED " GROUNDWATER ADJUSTMENT �. 61 ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 4 � IPLA`N. EXISTING GROUNDWATER LEVEL POSAL SYSTEM ;w 71 LINES EXITING D-BOX TO RUN LEVEL FOR z'-0', BEFORE PITCHING DOWN SEWAGE DIS G SSED ON TOWN OF DEPARTMENT RECORDS.SSTABLE rING ®WELLING 81 ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES -TO SERVE EXIS AND APPLIANCES. AND -BIANNUAL PUMPING "OF THE SEPTIC TANK `(vCHA D ISYSTEM S NOT DESIGN D T WITHSTAND VEHICULAR LOADING. DO NOT INDEX WELL INDICATED W MIW-29 HELEN BLA VERNON ' HYANNis 9 PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. ZONE B E�" 101 INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT- BEFORE STARTING WORK. READING DATE JAN 2006 26 FIDDLERS CIRCL - - READING 7.6 111. SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL ADJUSTMENT 1.9 ,; STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ADJUSTED GW 2.9 ECO-TECH EN� NpWICH. SIX INCHES OF CRUSHED STONE HAS BEEN PLACED. TO MINIMIZE UNEVEN SETTLING 43 TRIANGLE CIRCLES '- � :' • 3:�2006` ETE-2253 MARCH i11 - • • • . 1 1 �men�n����e���une■u1�i�in��tsl�l�i�tu�snaun — �1, { I L • •,•' • '1 1 • •• 1 • !! • l �®® �eoe`--•'poi� t o♦Oos eoo�ee osa �i �� i e .a.�i•.i.00 i. ♦s eoo♦e s ♦oe ♦♦i.• %%�. oeo, �e�♦�o�i e�e�eoa ♦♦es♦si.o. s♦o♦seoe;. i jia I i n ss♦a oe j �� °!oo♦eoe� rS o e o i.r e♦ ° ♦eve i «• h'i i • _ I® • O • � n ''. .., ., ;� __ ,.,.—®a ;. -: _: T- _—_ ►♦ ♦♦�OO�s >°O°00�0�°9 ♦♦000000°♦Oe00°e°♦/ ,ram � t tI j -- q � "�, ♦♦io♦♦. i.♦ireo se♦o♦oosoe -•-- � ►♦eo♦o ►eooe• � °♦♦♦♦♦es♦� rl I �Ii� ►�sooa•♦°e� '♦°♦°e°®°♦� ooe♦♦e♦♦♦♦°c♦ee♦♦♦e/ e Y '�� - iV// j '�;: '�: ) 3D r '�. e♦ee♦ ^♦doe♦ I ♦�♦♦e♦ir♦ee stE - ♦♦s♦♦ �♦.:�.e o♦ire♦♦♦eao 111 q II ; �I ®®7 � ®® ... «.� ti i i�i s i i.�e�� , '.♦°o i i°o♦i°o°e°i/ •• ����®��. ;L..._._® t. -._. I Irl �' ►°ioosoi ►o♦. .� ♦♦♦e♦eeso/ � ., __...- - I—°—=-! . ►e e o♦ee. ►ee♦ ie♦♦♦♦♦•e�eos♦♦ee♦e/ D 1 so♦ � i !♦oo♦es♦♦• a � ®® R ®c,. f 1 1 ,� •e o�e� i !♦e♦♦•eve♦°♦♦♦o♦eeea •. III®:�r � S ®®�' � �♦���av000�� jC®��� i ®.,: e♦� I���° � ����I J I v�� �_ ®� ►°°•/fie°♦°° p°� L-- !Qi°e o r♦�i°e°/ 1 �'I _ ��ice■ _L®_.I I _— _ i e.e•.e.♦., e.. ♦♦♦♦o♦♦♦♦♦ .• I,� I �see�ee♦e♦.e�♦e♦/ eo♦♦♦e♦o i I �. ..gyp p � eoo♦1♦�♦1• ® ♦ee♦♦♦♦♦eeee♦♦♦ee♦♦/ n 1 � . : r-;. •-�., gip.. 0 3/8 ,x 3 1/2" GALVANIZED DRAWING TO SCALE.IF THIS.DIMENSION MEASURES 3' 10 x /-1/2 TEK SCREWS LAG WITH WASHER THROUGH BRACKET,, VINYL. DOOR JAMB: : AT TOP BOTTOM 1/3RD UP,, DOUBLE EXPANDER BASE AND INTO. .' •3/8" x 3-1/2" GALVANIZED O ci do 1%3RD DOWN THROUGH STRUCTURAL WOOD FRAMING IN PRE- LOUITH WASHER THROUGH BRACKET, W 0:JAMB, AND INTO CORNER . DRILLED 1/4" DIAMETER HOLE DOU BBLE EXPANDER BASE, AND INTO U 0 (6) 10 z 3/4" " . STRUCTURAL WOOD FRAMING IN PRE- La. O TEK SCREWS POST; TYP. BOTH SIDES OF PROVIDE MINIMUM 1-1/2 EMBEDMENT; DRILLED 1 4 THROUGH EACH JAMB #10 x- 1-1/2" TEK SCREWS EVERY (.TYP)'EACH SIDE :OF CORNER POST / DIAMETER. HOLE O O BRACKET AND ;INTO 12" THROUGH PICTURE WINDOW PROVIDE MINIMUM .1-1/2"' EMBEDMENT; W Z CORNER POST',,.(2) 3/8" x '3-1J2" 'GALVANIZED. FRAME AND INTO MULLION 3" PANEL FRAME STOP (TYP) EACH'SIDE OF CORNER POST � - O PLACES ° LAG WITH WASHER THROUGH BRACKET, 10 x 1-1/2 TEK SCREWS AT TOP, 2 Ll! W DOUBLE EXPANDER BASE, AND INTO 2-1/2' ANGLE BOTTOM. 1/3RD UP, do '1/3RD DOWN V a STRUCTURAL WOOD FRAMING IN PRE- BRACKET THROUGH JAMB AND INTO CORNER g o °° POST; TYP.. BOTH SIDES 'OF JAMB ° DRILLED 1/4" ,DIAMETER HOLE » °° ~ PROVIDE MINIMUM 1-1/2" EMBEDMENT; 0 FIXED PANEL FRAME ALUMINUM CORNER (TYP) EACH SIDE OF CORNER POST T VINYL DOOR JAMB POST 2-1/2"'ANGLE; BRACKET PICTURE WINDOW FRAM€ NARROW STRUCTURAL " 2-1/2" ANGLE `��I VINYL EXTERIOR.jBRACKET » MULLION .COVER 2-1/2 ANGLE4BRA6KE +� CORNER'CAP (3) #10 x 3/4 TEK SCREWS WIDE MULLION COVER (TYP) THROUGH BRACKET AND INTO MU ON, STEEL NARROW ALUMINUM ELECTRICAL RACEWAY POST ' ill (TYP);STAGGER SCREWS ON EACH SIDE OF STRUCTURAL MULLION 1` PLAN VIEW OF CORNER POST' MUWON (6)416.. x 3/4" TEK'SCREWS THROUGH BRACKET AND INTO E.R. POST . CONNECTION ® DECK 3/8" x 3-1/2" .GALVANIZED. 2 PLAN VIEW OF NARROW STRUCTURAL. 3 PLAN VIEW OF E.R. POST #10x2 TEK SCREWS LAG WITH WASHER `THROUGH BRACKET, 3; MULLION :CONNECTION ® DECK 3 CONNECTION ®DECK ATTACHING STANEK DOUBLE EXPANDER BASE, AND INTO, DOUBLE,HUNG WINDOW STRUCTURAL WOOD FRAMING:IN PRE- 3/8' DIA. LAG SCREWS SPACED O, TO STEEL TUBE •16' O.C..PROVIDE' MIN. 1-1 2 EMBEDMENT w DRILLED 1/4" DIAMETER HOLE 4x6.P0ST / m REINFORCING O :B"C/C PROVIDE MINIMUM 1-1/2" EMBEDMENT; INTO. EXISTING' STRUCTURAL 'FRAMING flo x 1:-1/2" TEK' SCREWS- .REINFORCING = N. (ADD BLOCKING AS 'REQUIRED); (1) AT EACH END, (1) W STEEL-TUBE (TYP) EACH SIDE OF .CORNER POST AT MIDDLE Z O.0 0 � S REINFORCING i-1/2 ADAPTER -'C-CHANNEL EXPANDER MASTER FRAME SILL O H s INSIDE -1 1/2" y 1-1/2" ADAPTER' �10 x. 1-1/2" TEK 2 CD ADAPTER STANEK DOUBLE % SCREWS EVERY 12." H Z 333 'HUNG WINDOW. j THROUGH PICTURE WINDOW N O IMP '�� NARROW,STRUCTURAL FRAME INTO MULLION -� p N U- MULLION COVER1101 O W iN✓ ALUMINUM HORIZONTAL .H /�/�, u VINYL PICTURE STRUCTURAL MULLION o z WINDOW FRAME 2 1/2 ANGLE 7/8" PICTURE,WINDOW BRACKET SQUARE STEEL TUBE REINFORCEMENT GLAZING STOP 2-1/2" ANGLE BRA CK /�/ WIDE MULLION COVER'(TYP) 10x2 TS E LCRUBE ALUMINUM ELECTRICAL RACEWAY POST LOCATIONXOF»MULLIONS,A DS STAGGERED OA O16" D.C.. `6 SECTION THROUGH WINDOW SILL REINFORCING TO (6) #10.x. 3/4" TEK SCREWS PROVIDE MIN. 1-.1/2." EMBEDMENTINTO 43c6 POST 3 ,ABOVE GLASS KNEEWALL ALUMINUM RACEWAY THROUGH BRACKET., AND INTO E,R: POST p POST O 16"C/C 4` .PLAN VIEW OF :E:R. POST' S" PLAN VIEW OF WALL EXPANDER & 3 CONNECTION .0DECK 3 4x6 _POST 0 EXISTING_ ,WALL Q J �I U N w 10 x 2 TEK SCREWS: (3) SCREWS" CD 1/4-20 )v 8" HWH ;BLAZER SDS SPACED EQUALLY ALONG .FIXED SASH U U Q N TEK SCREWS W/ "CLIMASEAL BUILDUP AND (2) SCREWS AT LOCATION. Z 0), 1 N FINISH &'WASHERS ®.40.1 6" C C 6" SUPER•FOAM OF INTERLOCK (5 TOTAL) ti0 X 2" TEK SCREWS (4) EQ 7 8" PICTURE WINDOW / ROOF PANEL SPACED ALONG FRAME I W C (2),#8 x 1/2" TEK SCREWS LEVEL FLOOR VINYL MASTER FRAME SILL G ZING STOP J NOTCH PANEL SKIN VINYL PICTURE WINDOW. FRAME }- Z,"Q AT TOP AND ,BOTTOM OF AS THERMAL BREAK ADAPTER'TRIM R 0 Z EACH I-BEAM LEVEL FLOO s q (2) ,�18 k 1/2" TEK SCREWS ADAPTER TRIM LL VINYL MASTER FRAME.SILL THROUGH ONE. SIDE OF EACH' to I-BEAM INTO HEADER ARM' LEVEL FLOOR ADAPTE N . LEVEL FLOO #8•x 1/2„ TEK SCREWS, ON EACH, SIDE OF EACH 1-BEAM LOCATION; (1) AT EACH END OF i�10 x 3" CONE:WOOD SCREWS ADAPTER HEADER', AND ALIGNED,;AT STAGGERED ®:'16" D.C. �1.0 x.2" LONG WOOD SCREWS:' STAGGERED' ® 1'6" O.C.: 7 FASCIA, HEADE"BLAZER" SCREW LOCATION •_,�r,: Ley .r.r EACH 3/4" SUBFLOOR R COVER RECEIVER, 4X4 SUPPORT - ~ HEADER COVER POST' 4 3/4- SUBF LOOR ALUMINUM HEADER AR SMALL 5/8" •ADAPTER 4X4 SUPPORT POST u: ALUMINUM HEADE HIGH-.WIND CLIP SECURED TO HEADER � WITH (2) 1/4" x 1" TEK,SCREWS. 2X10 JOIST ® 16 O.C. HEADER STO CLIP SECURED TO STRUCTURAL POST JOIST HANGERS WINDOW/DOOR HEAD-,,-,, EAD WITH (3) #1,0 x .3/4" TEK SCREWS DATE B�SECTION THROUGH DOOR_SILL ,& LEVEL 04-0&15 3 FLOOR ADAPTER CONNECTION ® DECK 9 SECTION THROUGH GLASS. KNEEWALL & LEVEL DRAWN y �71SECTION THROUGH MASTER FRAME. :HEAD &:: { 3:, FLOOR ADAPTER: CONNECTION O DECK VNG z 3 HEADER ASSEMBLY'® 6 SUPER'FOAM ROOF' f SCALE . 1 10=1'4r t SHEET d' 36F4 s DRAWING TO SCALE IF THIS DIMENSION MEASURES 3' 2x10 LEDGER BOARD W 1112'DIA.LAG SCREWS W 11-112'MIN.THREAD ENGAGEMENT uu Occ INTO EXISTING STRUCTURE 018'=STAGGERED V 0 = ri LL O 4x4 POST ON 12'DUl x 48'DEEP O w z CONCRETE PIER FOOTER O = 00 xg � � SIMPSON LUS210 JOIST HANGERS BOTH JOIST ENDS DAO JOIST�16'O.C. ^ ~ 314'SUBFLOOR EXISTING `1 . 84' SIMPSON WS210 JOIST HANGER DOUBLE 2x10 RIM JOIST SIMPSON HUC210.2 JOIST HANGERS(TYPICAL DBL wo) t • SIMPSON BCS2-214 POST CAP pp J BL 2x g 10 JOIST 0 C-WALL z = N 4x4 SUPPORT POST ZO O o c 84• 4x4 POST ON 18'DIA.x 48'DEEP . • ...;: �d CONCRETE PIER PIER FOOTER N Z - � O SIMPSON P844 POST BASE .•,.A :':R.' I , DBL 2x10 RIM JOIST ALL PERIMETER CD CD48'DEEP CONCRETE ` �i z PIER FOOTER rd 2x10 JOISTS Q 18'C/Cuj all J O VARIES C 4til] ,.-. . . SECTION A-A Z V Q ` SCALE:112'=TO g c m Jim a � o 4x4 POST ON 17 DIA.x 48'DEEP CONCRETE PIER } o Z FOOTER TYPAL OF(3)PLACES ZQ IC -a # N = (R 78' DECK PLAN F SCALE:v4'=ram 4 POST ON 16'DIA x 48'DEEP CONCRETE PIER FOOTER c DATE 03-MIS Lu DRAWN VNG cO SCALE 114'=T-W SHEET 2OF4 r DRAWING TO SCALE IF THIS DIMENSION MEASURES T ui FOAM KNEEWALL #lOx2 TEK SCREWS F- 90 = C-CHANNEL EXPANDER- PANEL FRAME STOP' ATTACHING STANEK LLLi p v PANEL. FRAME DOUBLE HUNG WINDOW. O 0 Q S 1-1./2" ADAPTER ` TO STEEL TUBE STANEK DOUBLE $Ei LEVEL FLOOR #10 x 2" TEK SCREWS THROUGH DOOR JAMB AND ADAPTER TRIM �'L REINFORCING O 8"C/C HUNG WINDOW 2 =U_' 0 Q ADAPTER, (5) PLACES V 3 = 0INTO STEEL LOADE 'STEEL TUBE _.LLi V REINFORCING 1-1/2" ADAPTER INSIDE 1 1/2- LEVEL FLOOR ADAPTE ADAPTER #10 x 1-1/2" TEK SCREWS; ~ VINYL WINDOW/DOOR JAMB 016"C/G 410 x 2" LONG WOOD SCREWS NARROW STRUCTURAL #10Mx '.3/4" TEK SCREWS; NARROW MULLION COVER STAGGERED O 16" O.C. MULLION COVER 016 C/C SQUARE STEEL TUBE REINFORCEMENT r� ALUMINUM HORIZONTAL , (2) 10 X 3` WOOD SCREWS AT 'TOP, 90TTOM, 3/4" SUBFLOOR STRUCTURAL MULLION Z LOCATION OF MULLIONS, AND STAGGERED AT 16" O:C. 4X4 SUPPORT POST PANEL FRAME STOP ;, PANEL FRAME PROVIDE MIN. 1,-1/2" EMBEDMENT INTO STRUCTURAL T FRAMING I FOAM, KNEEWALL "b >n 0 13 SECTION THROUGH WINDOW SILL 4 BELOW STANEK- DOUBLE HUNG WINDOW 10 'PLAN VIEW OF WALL EXPANDER p 4 CONNECTION O EXISTING -WALL 11 SECTION THROUGH FOAM KNEEWALL & LEVEL >� 3 FLOOR ADAPTER CONNECTION 0 DECK Z _ cm . I ZO 0 o 3 ap FOAM KNEEWALL- PANEL FRAME -� p y PANEL FRAME STOP ti• � Vr W = M5 +3° ALUMINUM HORIZONTAL Q STRUCTURAL MULLION ~ ? 2X6 BLOCKING BETWEEN NARROW STRUCTURAL #10 x 3/4" TEK SCREWS; 016"C/C SHINGLES TO MATCH EXISTING RAFTERS MULLION COVER aq OVER ICE & WATER SHIELD. of x 1-1/2" TEK SCREWS;: SIMPSON H2.5 CUP 0 EACH OVER 1/2 CDX PLYWOOD SHEATHING STEEL TUBE 016`C/C: 92 RAFTER REINFORCING OVER 2x6 DORMER RAFTERS 0 16" .O.C. INSIDE i 1/2" is-1/2" ADAPTER DBL: 1-3/4" x 114/8 ADAPTER MICROLAM LVL 2X8 f'•. j1Ox2 TEK SCREWS_ STANEK DOUBLE F SILICONE SEALANT is ATTACH DORMER RAFTERS ATTACHING STANEK HUNG WINDOW r DOUBLE HUNG. WINDOW' a l7 TO EXISTING W/ (2) X' DIA.• TO STEEL TUBE W i- o G01 TAB/HANGER ATTACHED TO NEW FASCIA BOARD LAG SCREWS W/ 1-1/2" MIN. REINFORCING 0 8"C/C J O USING 3/8" DIA. x 3" LONG LAGS W/WASHERS 0 (3) j" LAG SCREWS W / 3" MIN. THREAD ENGAGEMENT INTO U .co 16" O.C. ALONG;LEDGER, BOARD �i HREAD ENGAGEMENT (4)-SETS ® 2X8 EXISTING RAFTERS QZ- �_ C kl EACH ENO O 16" C/C (24) TOTAL C.) (� 2X8 DORMER RAFTERS O 14 SECTION THROUGH WINDOW SILL Z � Q j 2x8 SPF:GRADE NO. 2 14 O.C. MAX. (MUST BE a- " ''It'll OR BETTER' FASCIA BOARD DIRECTLY ABOVE EXISTING. 4 .ABOV.E STANEK` DOUBLE HUNG WINDOW g � I ' � ROOF RAFTERS) m J m 6 SUPER FOAM ROOF PANELS i 0 Z O EXISTING ROOF 0 Z " #8' x' 1/2" TEK SCREWS a TOP PLATE DOUBLE Q LL (2) INTO: I-BEAM CONNECTING _-EXISTING ROOF RAFTER O 16" O.C: MAX: (TO BE.CONFIRMED) coN = PANELS; BOTH SIDES DORMER STUDS TO .EACH EXISTING i NEW 2z4 DORMER RAFTER WITH MIN. (3) 12d NAILS STUD WALL / TOENAIL STUDS TO DOUBLE TOP PLATE WITH MIN. (2) tOd NAILS & NAIL CUT OFF EXISTING EXISTING HOUSE WALL OVEHANG 12 SECTION THROUGH 6" SUPER FOAM ROOF 4 & HANGER ASSEMBLY 0 NEW DORMER DATE t 04- &15 DRAWN VNG SCALE N.T.S. SHEET , 4.OF 4 FLOW PROFILE TOP OF FdUNDATION RAISE COVERS TO WITHIN EL = 24.39 6 to OF FINAL GRADE Aeor ID_BOX 3 2`LAYER OF 1/8' f o /� MAX 1/2' STON j 3' DROP ' �( _FLOW LINER3/4 -t 1/4 l0 - 14 INFILTRATOR STONE 48- GAS--*' UN[T Al BAFFLE 6 In BOTTOM OF 18.80 STONE SOIL ABSORPTION 'BASE LEACHING SYSTEM E6 Ln STONE BASE ? Ls GALLERY &00 Ft+ 1500 GALLON (END VIEW) 1fl5B SEPTIC TANK 16.50 p 2.90 ADJUSTED 182 Ft 1.6 Ft 6.7 ft 10 Ft SEASONAL HIGH GROUNDWATER rn o n ° ------------ — — co Ix Gl r. F11 I I = a I R7 -'i --A Rtrn WATER LINE , '` = i � Ln O W F1 I to m—i "h I r O Ta f O rn r,- T W 3�.91�f I-o..l ,Y .,�,,,.• .�..�co .. 'F \F m�Z Z Ql r '` W� z � MZ> �� � O � �� Cl NN oDW > .Z7 i o o :1 m N m = I O3Lo m N rn I i> i > ;u cd -,I n MM N s- l o o� T ( pjonloz mZ�rnrn Z y - -�Do< o zmqoorn o CIRCLE N ' �m rq�zrn ' !Km m� I-z O o �`yOy �cl Z r a N O o Z o z~L�y oz3 nk m . mm c��I � �cn(n N o O o rn o rn z� '� o a r m cn cn ao � cn o3Fm W m rn z rn r�1Zrn� �� rn �j Z - (r) �I o y� o , cn '�mZ n n = m m��3� mm� y � r0� ~ �r rm Z = w n m t6 m X o `�C) r r- zo o Z w N M Z n r C17 Z xl'R�-C z i R� Z o 7C m rn j N Ico m m z z 0 Rl O m { F 3f W3A V OOOMN3380 bri _ O rn�?rn Co O0 D � 0 -� 41 ® • ® O O O'1 l J 3A V Z13Wf11 V 1 mrn�-Zi p (1 Z 2 17 r �.17 m o # 1 o+ 3fTl > z r3 Co��rn a Z zn z n o o- m ( = 0 —� r 3 !n 3 ]Oa►0 vi y { DRAWING TO SCALE IF THIS DIMENSION MEASURES 3' O NOTES: V7 COLOR NEW DORMER W 1.COMFORTVIEW(C ) ROOM; WHITE IN C _ O 2.CONSTRUCT ENCLOSURE ON NEW DECK ;; . ,��, + , I .; c� o = 3. NO HEAT OR PLUMBING BY GDI, ELECTRICAL BY GDI S0- 4. GUTTERS AND DOWNSPOUTS BY GDI ; OST�IG;I 12 I .D r SUPER FOAM ROOF PANELS .. 4 1 ' 5.ALL CONCRETE TO BE 3000 PSI MINIMUM 6.ALL LUMBER TO BE SPF#2 OR BETTER,PRESSURE TREATED WHERE REQUIRED 7. ROOM CONSIDERED AS NON-CONDITIONED SPACE, 1 j TEMPERED INSULATED GLASS EXEMPT FROM ENERGY REQUIREMENTS(PER 2012 IRC. ; 3 uNriSw/scRE£N SECTION N1101.6,NOTE 2) 4 rEM3 . . _ j3 / WAXATED NEW DECK ----------------- 1 I 1132'+l I w OPEN DECK 1 1 I;. 1 1 I 1°.,, 1 i�NEW • PIER FOOTERS _ 7 SUPER FOAM WINGS 1 I 1 4 I I ! _J �\\ L J p . L J B WALL ELEVATION a m a.05 � s� / ;✓/ W 14 TEED wMAT®GLASS m - f SERIES. �' 4 t STMFXLHUNG WINDOWS 2. 3 _ ? STAAI LA- UNITS W15CREENS 4 77 s 3 84' Quad EXISTING I 3 // m TEMPERED INSULATED /� 4 13 3'SUPER FOAM IU EWVAl1 S GLASS KNEEWALLS 3r 0 NEW DECK N $ ` 4 , , 1 I Is? I r DATE" I I ,I I ' 1 1 r 1 -,,b3OB•14: m I. 192' t NEW CONCRETE PIER FOOTERS if j E I 1 i pRAy r I I t I I i j r 1 x NNG I I 1 r 1 I 1 { r 1 1 1 1 r r I L--� L_J SHEEF . laI ' "C`WALL ELEVATION "A"WALL ELEVATION' ' t Of SHMRTM cLNRIm - t - - 3/8' x 3-1/2" GALVANIZED DRAWING TO SCALE IF THIS DIMENSION MEASURES 3" 10 x 1-1/2 TEK SCREWS LAG WITH WASHER THROUGH' BRACKET, VINYL DOOR JAMB AT TOP, BOTTOM, 1/3RD UP, DOUBLE EXPANDER BASE, AND INTO 3/8" x 3-1/2" GALVANIZED O & 1 3RD DOWN THROUGH STRUCTURAL WOOD FRAMING,iN PRE- LAG WITH WASHER THROUGH BRACKET, W W � / DOUBLE EXPANDER BASE, AND INTO F- V in = w JAMB AND INTO CORNER DRILLED 1/4" DIAMETER HOLE (6) �I70 x 3/4" STRUCTURAL WOOD FRAMING IN PRE- p LL TEK SCREWS POST; TYP. BOTH SIDES OF PROVIDE MINIMUM 1-1/2" EMBEDMENT; DRILLED 1/4" DIAMETER HOLE p 0 d THROUGH EACH JAMB #10 x 1-1/2" TEK SCREWS EVERY (TYP) EACH SIDE OF CORNER POST BRACKET AND INTO 12" THROUGH PICTURE WINDOW „ PROVIDE MINIMUM 1-1/2" EMBEDMENT; n- W CORNER POST, (2) 3/8" x 3-1/2" GALVANIZED FRAME AND INTO MULLION 3" PANEL FRAME STOP (TYP) EACH SIDE OF CORNER POST § O = op PLACES LAG WITH WASHER THROUGH BRACKET, #10 x 1-1/2 TEK SCREWS AT TOP, = LLI Lu DOUBLE EXPANDER BASE, AND INTO 2-1/2' ANGLE BOTTOM, 1/3RD UP, & 1/3RD DOWN V >- STRUCTURAL WOOD FRAMING IN PRE- BRACKET THROUGH JAMB AND INTO CORNER g F ° DRILLED 1/4" DIAMETER HOLE ° POST; TYP. BOTH SIDES OF JAMB ° PROVIDE MINIMUM 1-1/2" EMBEDMENT; O FIXED PANEL FRAME ALUMINUM CORNER (TYP) EACH SIDE OF CORNER POST VINYL DOOR JAMB POST 2-1/2" ANGLE ILI! VINYL EXTERIOR 2-1/2" ANGLE BRACKET PICTURE WINDOW FRAME NARROW STRUCTURAL BRACKET » MUWON COVER. 2-1/2" ANGLE BRACKECORNER CAP (3) #10 x 3/4 TEK SCREWS WIDE MUWON COVER (TYP)THROUGH BRACKET AND INTO MULLION STEEL NARROW ALUMINUM ELECTRICAL RACEWAY POST(TYP);STAGGER SCREWS ON EACH SIDE OF STRUCTURAL MULLION 1 PLAN VIEW OF CORNER POST MULLION (6) #10 x 3/4" TEK SCREWS 3 CONNECTION O DECK THROUGH BRACKET AND INTO E.R. POST 2 PLAN VIEW OF NARROW STRUCTURAL 3 PLAN VIEW OF E.R. POST 3/8" x 3-1/2" GALVANIZED 3 MULLION CONNECTION O DECK #lOx2 TEK SCREWS LAG WITH WASHER THROUGH BRACKET, 3 CONNECTION O DECK p ATTACHING STANEK DOUBLE EXPANDER BASE, AND INTO 8" DIA. LAG SCREWS SPACED m > DOUBLE HUNG WINDOW STRUCTURAL WOOD FRAMING IN PRE- 3/8- TO STEEL TUBE DRILLED 1/4" DIAMETER HOLE 4x6 POST 16" O.C. PROVIDE MIN. 1-1/2" EMBEDMENT m $ w REINFORCING O 8"C/C PROVIDE MINIMUM 1-1/2" EMBEDMENT; INTO EXISTING STRUCTURAL FRAMING 10 x 1-1/2" TEK SCREWS; Z ='it STEEL TUBE (TYP) EACH SIDE OF CORNER POST (ADD BLOCKING AS REQUIRED) (1) AT EACH END, (1) Z p CD REINFORCING C-CHANNEL EXPANDER MASTER FRAME SILL AT MIDDLE p �. p 1-1/2" ADAPTER " INSIDE 1 1/2" �' 1-1/2" ADAPTER #10 x 1-1/2 TEK Q ADAPTER STANEK DOUBLE / SCREWS EVERY 12" (,� [D y Z HUNG WINDOW j THROUGH PICTURE WINDOW p _ p NARROW STRUCTURAL FRAME INTO MUWON -� 0 W Z MULLION COVER C7 p ALUMINUM HORIZONTAL Fa- z VINYL PICTURE STRUCTURAL MULLION c� n rj WINDOW FRAME 2-1/2' ANGLE �� t 7/8" PICTURE WINDOW BRACKET SQUARE STEEL TUBE REINFORCEMENT GLAZING STOP 2-1/2' ANGLE BRAAK FWIDE MULLION COVER (TYP) (2) #10 X 3" WOOD SCREWS AT TOP, BOTTOM, 10x2 TEK SCREWS ALUMINUM ELECTRICAL RACEWAY POST LOCATION OF MULLIONS, AND STAGGERED AT 16" O.C. 6 SECTION THROUGH WINDOW SILL STEEL TUBE PROVIDE MIN. 1-1 2 EMBEDMENT INTO 4x6 OS REINFORCING TO (6) #10 x 3/4" TEK SCREWS / » PT 3 ABOVE GLASS KNEEWALL ALUMINUM RACEWAY THROUGH BRACKET AND INTO E.R. POST F POST O 16"C/C 4 PLAN VIEW OF E.R. POST 5 PLAN VIEW OF WALL EXPANDER &I' R 3 CONNECTION O DECK 3 4x6 POST O EXISTING WALL J C co #10 x 2" TEK SCREWS. (3) SCREWS _ �O 1/4-20 x 8" HWH "BLAZER" SOS SPACED EOUALLY ALONG FIXED SASH U V . N ua TEK SCREWS W/ "CLIMASEAL" 6" SUPER FOAM 4 BUILDUP AND (2) SCREWS AT LOCATION 10 X 2", TEK SCREWS (4) CO-- S 9 FINISH & WASHERS O 36" C C OF INTERLOCK (5 TOTAL) 7/8" PICTURE WINDOW t3/ ROOF PANEL SPACED ALONG FRAME W � VINYL MASTER FRAME SILL GLAZING STOP m J � m � (2) /8 x 1/2" TEK SCREWS NOTCH PANEL SKIN LEVEL FLOOR VINYL PICTURE WINDOW FRAME VINYL MASTER FRAME SILL }' Z Q AT TOP AND BOTTOM OF AS THERMAL BREAK ADAPTER TRIM LEVEL FLOOR � 0 Z EACH I-BEAM Q t> a 'NA,s (2) #8 x 1/2" TEK SCREWS ADAPTER TRIM LL- ;;-�-•�.��,;�.�.,,� ,• THROUGH ONE SIDE OF EACH -BEAM INTO HEADER ARM LEVEL FLOOR ADAPTE :v ; ,:-�;1 . L•. • M�v LEVEL FLOO 6 x 1 2 TEK SCREWS, ON EACH SIDE OF v'�<"�:`M•^.• .'' i5e= / ADAPTER r- v,: •;; w•',.-+r- <. ,N? EACH 1-BEAM LOCATION, (1) AT EACH END OF #10 x 2" LONG WOOD SCREWS = *"Riek ;ii:?i'w' •: .;e•' HEADER, AND ALIGNED AT STAGGERED O 16" O.C. .n'�J:Ii".�+�••"!..��'��>� #10 x 2" LONG WOOD SCREWS ";,;_;; y� -•• EACH "BLAZER" SCREW LOCATION STAGGERED O 16" O.C. a r FASCIA HEADER COVER RECEIVER 4X4 SUPPORT 3/4" SUBFLOOR c HEADER COVER POST a 3/4- SUBFLOOR ALUMINUM HEADER AR SMALL 5/8" ADAPTER 4X4 SUPPORT � POST a ALUMINUM HEADE HIGH-WIND CLIP SECURED TO HEADER 2X10 JOIST ® 16" O.C. WITH (2) 1/4" x 1" TEK SCREWS. HEADER STO JOIST HANGERS CLIP SECURED TO STRUCTURAL POST ; WINDOW/DOOR HEAD WITH (3) #10 x 3/4" TEK SCREWS B SECTION THROUGH DOOR SILL & LEVEL DATE 3 FLOOR ADAPTER CONNECTION O DECK pq.0&15 w 9 SECTION THROUGH .GLASS KNEEWALL & LEVEL DRAWN K7`�SECTION THROUGH MASTER FRAME HEAD & 3 FLOOR ADAPTER CONNECTION O DECK VNG z 3 HEADER ASSEMBLY O 6" SUPER FOAM ROOF SCALE z SHEET 30F4 i 19Y(ROOM ABOVE) FF j/'ILI E�z a �xgg _. A [y ¢ � �� ro� �M Z x X 2 6 v 00 31 s m m N N � fit OD m � 22 � o T Q Ci v LOCATION 1 CORPORATE - BARRY BLANCHARD GDI-BOSTON ;. 26 FIDDLERS CIRCLE 500 MriES STANDISH BLVD. ® HOME OFFICE N HYANNIS, MA.02601 TAUNTON,MA 02780IRE== T�E.HIGHLAND ROAD MACEDONIA,OH.44056 JOB#37254 508-M-1966 �., WWWWA me THIS DRAWING IS THE PROPERTY OF GREAT DAY IMPROVEMENTS,LLC-ALL RIGHTS RESERVED.DUPLICATION OF THIS DRAWING IN ANY FORM WITHOUT THE STRESSED WRITTEN CONSENT OF GREAT DAY IMPROVEMENTS,LLC. DRAWING TO SCALE IF THIS DIMENSION MEASURES 3' 0 FOAM KNEEWALL $ V C = J tOz2 TEK SCREWS LL O PANEL FRAME STOP � ATTACHING STANEK LL C-CHANNEL EXPANDER .r DOUBLE HUNG WINDOW PANEL FRAME O O Q 1-1/2" ADAPTER TO STEEL TUBE STANEK DOUBLE tZ W = _ LEVEL FLOOR: ' " HUNG WINDOW O 0 ZO ADAPTER TRIM �' REINFORCING 0 8"C/C _ #10 x 2" TEK SCREWS THROUGH DOOR JAMB AND -r: INTO STEEL LOADED ADAPTER, (5) PLACES U = W REINFORCING 1-1/2" ADAPTER g U a I INSIDE 1 1/2" n LEVEL FLOOR ADAPTE ADAPTER #10 x 1-1/2" TEK SCREWS; VINYL WINDOW/DOOR JAMB 016`C/C #10 x 2" LONG WOOD SCREWS NARROW STRUCTURAL /10 x 3/4" TEK SCREWS; NARROW MULLION COVER STAGGERED O 76' O.C. MULLION COVER 016`C/C SQUARE STEEL TUBE REINFORCEMENT w ALUMINUM HORIZONTAL 3/4" SUBFLOOR STRUCTURAL MULLION "'' co (2) #10 X 3" WOOD SCREWS AT TOP, BOTTOM, 4X4 SUPPORT POST v PANEL FRAME STOP PANEL FRAME LOCATION OF MULLION S. AND STAGGERED AT 16" O.C. <�.'+.• PROVIDE MIN. 1-1/2" EMBEDMENT INTO STRUCTURAL FOAM KNEEWALL FRAMING 13 SECTION THROUGH WINDOW SILL 4 BELOW STANEK DOUBLE HUNG WINDOW 10 PLAN VIEW OF WALL EXPANDER ` P> 4 CONNECTION 0 EXISTING WALL 11 SECTION THROUGH FOAM KNEEWALL do LEVELca J 3 FLOOR ADAPTER CONNECTION 0�DECK N w zs � z0 IS 11- 0 t` co FOAM KNEEWALL ��~ m V' O p F, y PANEL FRAME J G N ~ LL PANEL FRAME STOP ��b (9 lL ? tFi ALUMINUM HORIZONTAL STRUCTURAL MULLION ? 1 #10 x 3/4" TEK SCREWS; Q5� N NARROW STRUCTURAL �5. 2X6 BLOCKING BETWEE O16"C/C MULLION COVER „ RAFTERS - aa' SHINGLES TO MATCH EXISTING �110 x 1-1/2 TEK SCREWS, G OVER ICE do WATER SHIELD STEEL TUBE 016"C/C a� P 0 EACH SIMPSON H2.5 CLIP THING RAFTER OVER 1/2 CDX PLYWOOD SHEATHING REINFORCING OVER 2x6 DORMER RAFTERS 0 16" O.C. INSIDE 1 1/2" 1-1/2" ADAPTER DBL. 1-3 4" x 11-7/8" ADAPTER MICROLAM LVL 2X8 #10x2 TEK SCREWS STANEK DOUBLE SILICONE SEALANT ATTACH DORMER RAFTERS ATTACHING STANEK HUNG WINDOW 12 TO EXISTING W/ (2) Y4" DIA. DOUBLE HUNG WINDOW C3 TO STEEL TUBE 0 W � o GDI TAB/HANGER ATTACHED TO NEW FASCIA BOARD s® LAG SCREWS W/ 1-1/2- MIN. REINFORCING O 8'C/C J C c USING 3/8" DIA. x 3" LONG LAGS W/WASHERS O (3) d" LAG SCREWS W / 3` MIN. 2X8 THREAD ENGAGEMENT INTO Q C� N 16" O.C. ALONG LEDGER BOARD L'''P' HREAD ENGAGEMENT (4) SETS 0 1 EXISTING RAFTERS = C V;4; EACH END O 16" C/C (24) TOTAL 2X8 DORMER RAFTERS O V V Q N ;l 2x8 SPf GRADE NO 2 16" O.C. MAX. (MUST, BE 14 SECTION THROUGH WINDOW SILL Z (n ►� w: OR BETTER FASCIA BOARD DIRECTLY ABOVE EXISTING 4 ABOVE STANEK DOUBLE HUNG WINDOW g � LLJ ROOF RAFTERS) 6" SUPER FOAM ROOF PANELS "' 0 EW 2X4 DOUBLE EXISTING ROOF TOP PLATE #8 x 1/2' TEK SCREWS Q LL ° u (2) INTO I-BEAM CONNECTING �s �-€XISTING ROOF RAFTER 0 16" O.C. MAX. (TO BE CONFIRMED) co N = PANELS; BOTH SIDES STUD WALL DORMER STUDS TO EACH EXISTING NEW 24 DORMER RAFTER WITH MIN. (3) 12d NAILS S / " I s TOENAIL STUDS TO DOUBLE TOP PLATE WITH MIN. (2) 10d NAILS do NAIL CUT OFF EXISTING EXISTING HOUSE WALL a OVEHANG i I t9 12 SECTION THROUGH 6" SUPER FOAM ROOF 1 4 do HANGER ASSEMBLY 0 NEW DORMER DATE 04.08.15 DRAWN VNG SCALE N.T.S. c e SHEET 4OF4 I. k