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Home My WebLink About0051 MEADOW FARM ROAD u i u a ° t a 4 J '•,_ ;. `o :, a .J t� i 0 a 44 i ° � ,. a .. .- _, U. a -. " � � ,, � ., ' 3. ..,• YOU WISH TO OPEN kB USINESS. �For Your Infor mation: Business certificates. cost. 30 z .X ( $ 00 for.4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) Business.Certificates, are available at the T own Clerk's Office'1`°FL. Main Street H 367 Hyannis, MA 02601�[Town Hall) y x ,, DATE ` a/ U Fill`i please: .; APPLICANT'S YOUR NAME/S:~ BUSINESS. ; YOUR HOME ADDRESS:. TELEPHONE # Home Telephone Number„ 77/�3 !) w NAME: CORPORATION'. ..NAME OF.NEW BUSINESS C TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES NO ADDRESS.OF BUSINESS ' MAP PARCEL NUMBER Z �. When starting a new business.there are several things you must do in order to be in compliance with the"rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St:— {corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1 BUILDING COM SSION R'S-OFFI This individu I has b inff�orm d!of ny er it re uire;r�ents that pertain to this type of business. k ll thorized Signatur COMMENTS: 2. BOARD OF HEALTH „ This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3.. CONSUMER AFFAIRS.(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this,type of business. Authorized Signature* COMMENTS: w BUILDER INFORMATION Name 0-0 UCL> LJ Telephone Number ��?�-3 �Ilf 0 Address lno-+bow License# �4 �'�N�7t ��tE! �''�'�• BZ[ �— Home Improvement Contractor# ` Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ZZ G/r.�T L✓t3 "' '4,"e- 0 0/.N s, ,GYM, SIGNATURE DATE l °l e /0-s TOWN OF BARNSTABWBUILDING PERMIT APPLICATION r Map Parcel _ D Permit# Health Division _fiq /v0 Date Issue iA b� Conservation Division i 0 Fee, Tax Collector I APp I Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board 'Approved.By Historic-OKH Preservation/Hyannis Project Street Address / cft y(i F&d-M oe D Village CgNv� VILLL Owner Lr, [J6"S 3- 4AW A46iC clef{ `7 Address �z 127&Wo4) r Telephone 5-6 p- 727/-_74/Y0 Permit Request //v Square feet: UH&r e sting ��2 p posed tad ow-existing proposed Total aft Z, Z Valuation 0 �� 6U® Zoning District �� Flood Plain N `� Groundwater Overlay A P Construction Type Caoa 0 501 t� ,z c"V6 J 4-K� Lot Size �� 0.6-5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. r Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure YQU1 5 Historic House: ❑Yes XNo On Old King's Highway ❑Yeses WNoJ Basement Type: Wull ❑Crawl ❑Walkout ❑Other � ?� �1 Basement Finished Area(sq.ft.) 3 S� Basement Unfinished Area(sq.ft) 0 Y Number of Baths: Full: existing new '� Half: existing l new',rl Number of Bedrooms: existing new O ^r Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: )dGas ❑Oil ❑ Electric ❑Other Central Air: Wes ❑No Fireplaces: Existing 3 C�*S New Existing wood/coal stove: ❑Yes Flo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:Xexisting ❑new size 3 CAR- Shed:0 existing Jdnew size 'ZK/b'Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ANo' If yes, site plan review# Current Use Rf31<)6M74-( Proposed Use Y2-6�'/)) 67VI-7 4-(— BUILDER INFORMATION i Name _1111'Telep n Number S® - -cS-laoo Address n VCT nse# IoZoS �! e Im rovement ontrac or# "lam ker's ompens tion# - P ALL CON RUCT10 DEBRIS RESULTIN FROM THISL BE AKE 0 Z .► �" V. jSIGNATURE ATE ac - Z,2cc6 ti FOR OFFICIAL USE ONLY PERMIT NO. f DATE ISSUED MAP/PARCEL NO. ; ADDRESS VILLAGE OWNER ' 9 DATE OF INSPECTION: FOUNDATION -Z4—b� C FRAME Y ULATION FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL GAS: ROUGH FINAL l FINAL BUILDING DATE CLOSE a OUT ASSOCIATION PLAN NO. L, 0 Ca e`Cod', Cotta at d saw'-', t, rr � x- " y , r r 1 } y ' w,.. }_'�-ga•^sv nA*� .`."�'�` A �c f er. �'� ,:. � ,�..aM- B - `p �-"- r • .�?AAt 7^'- ''"".Z :. r".+fC- wy,t�r+ ''r•.:^r ,^ "'e"'k .. a , 10 x 10 Cape Cod Cottage Shown with(2) 10 x 16 Edgartown Cottage Shown with Standard Dou- 12 6 Nantucket Boat Hous own, Shed has Double Hung Windows with Custom Scroll ble Hung Windows With Custom Scroll Brackets and 7'-4" tandard ouble Transom Brackets&Custom Window Boxes,3'Transom Custom Window Boxes, 3 ,Transom Door and Cedar: s ' Door on Gable dard. Other standard features Door and Cedar Shingles all sides, Smooth Trim Clapboard all sides,Smooth Trim and Forged Iron are 2 Double Hung Windows,Cedar Shingles all and Forged Iron Hardware.On left Gable not Hardware.On Right Gablemot shown is a 6'Transom. 4 sides and Forged Iron Hardware,Rough Sawn - shown is a 6'Transom Double Door. Granite step Double Door all-standard.Extra Double Hung Win- Pine Trim and Gable Louvers are all standard. is under Client contracted Services. } dows and Cupola are Extra Options. Shed was placed Red Cedar Roof is an upgrade from the standard on Slab.For slabs please.see customer contracted ser- Architectural Asphalt Roof Shingle. 8x10 $6,450. 12x12 " $ 8,502 vices on our web site. Shown with optional Primed gx10- $ 5;431 -.. 8x12 $6,976 12x14 $9,265 Trim 12x112 $7,358 8x14 $,7,303 12x16 . $ 10,028 x10 $6,867 � 8x12 $5,777 12x14 $ 7,957 8x16 $8,066 12x18 '"" ` $ 10,900 x12 $ 7,085 2xl2 $ 8,611 8x14 $6,213 12x16 *** $8,611 ^10x10 $7,412 � x14 „i $7 63,0 `- 2x14, $ 9,429 8x16 $6,813 12x18 *** $ 9,701 , 2xIV * $ 10,355 10x10 $6,104 10x12. $_7,739 8X16 $ 8,393 2xl 8*** $ 11,227 10x12 $6,43.1 n 1 Ox14 Ox10 $7,521 $8,393 � 10x14 $ 7,194 10x16 $9,047 i,dxl2 $7,739 ► 1Ox16 Ox14 $8,448 $7,739 - "*Indicates Slab required***$2,73 per square foot Floor OX16 $9,265 Frame and Flooring charge will apply.For all sheds over 180 square feet. ***Indicates Slab required***$2.73 per square foot Floor Frame ***Indicates Slab required **$2.73 per square foot Floor Fra and Flooring charge will apply.F r all sheds over 180 square feet. and Flooring charge will apply.For all sheds over 180 square fel SPECIAL FEATURES INCLUDED: SPECIAL FEATURES INCLUDED: SPECIAL FEATURES INCLUDED: ROOF PITCH:12/12(45 Degree angle) ROOF PITCH:12/12(45 Degree angle) HIGHER POSTS:T 4"posts(compared to b'-1"standard posts)for extra he FRONT DOOR:3 ft.Transom FRONT DOOR:3 ft.Transom T room SIDE DOOR:6 ft.Transom,Double SIDE DOOR:6 ft.Transom,Double ROOF PITCH:10/12(40 Degree angle) WINDOW:(2)Double-hung,24"x 41",True-divided w/screen WINDOW:(2)Double-hung,24"x 41",True-divided w/screen GABLE DOOR:6 ft.Transom Door;with(8)Glass-panes WINDOW BOX:(2)29"x 10",Ornate w/Dental Molding,Custom-Scroll WINDOW BOX:(2)29"x 10",Ornate wbental Molding,Custom-Scroll Brackets. WINDOW:(2)Double-hung,24"x 41",True-divided w./screen Brackets SIDING:Pre-Primed Red Cedar Clapboard,4"exposure _ SIDING:white Cedar Shingles,5"exposure 4 SIDING:White Cedar Shingles,5"exposure ROOFING:30 Year Architecture Asphalt Shingles ROOFING: O Year Architecture Asphalt Shingles ROOFING:30 Year Architecture Asphalt Shingles VENTILATION:Vented Drip-Edge,w/Ridge-Vent VENTILATION:(2)8"x 12"Aluminum Louvers VENTILATION:Vented Drip-Edge,w/Ridge-Vent HARDWARE:Acorn Made 15"Strap-Hinges,Forged Iron Handles Keyed Night- HARDWARE:Acorn Made 15"Strap-Hinges,Forged Iron Handles.Keyed HARDWARE:Acorn Made 15"Strap-Hinges,Forged Iron Handles Keyed Latch Night-Latch Night-Latch j TRIM:5/4"smooth-trim,w/swoop ear-boards,Dental molding and crown molding TRIM:Rough-sawn Pine TRIM:3/4"smooth-trim,w/swoop ear-boards,Dental molding and crown over gable window and gable door RAMP:6 ft.Pine Ramp molding over gable window and gable door RAMP:6 ft.Pine Ramp RAMP:Pine Ramp(Door Width) 1 altbox Design given Fiteh Design Martha's rineyard Loft I r 4r ___RE - MIT. � �gw .i q^`- l'-�r""""�"- ,�,`� - s�� e--�� ! • � ''S--sty `�. r T �.z-a r1/ Ti, ' .r'wM ', * � �� 'W '°�1,^`� e u'2, �3 �h.�''S''X � .F?•�y�� Y'-p,Y TM1 ?r 1� F� 8 x 12 Saltbox Design Shown with Standard Board& ! 1Ox12 Even Pitch Design with Standard Board&Batten Sid 10 x 12 Martha's Vineyard Loft Shown.Standard Fea- Batten Siding and 3 Tab Asphalt Roof.Extra.Options ! ing with Standard 3'Board&Batten door.Extra Options in- tures include Board&Batten Siding,,10/12 Higher Roof are 2nd window on front and Custom Bead board clude Higher Roof Pitch 10/12 and Extra Stationary Window Pitch;(1 )Stationary Window and 3'Board&Batten Door with Forged Iron Hardware r _„_ Door with Ramp,3 Tab Asphalt Roof Shingles..Photo . 6x8 $ 1,221 10x20" $3,81 6x8 1,308 10x20***` ''$4,19 shown has additional Stationary Window as'an option. 6x10 $ 1,36 12x12 $2,94 6x10 $1,439 12x12 $2,94 6x12 $ 1,43 12x14 $ 3,37 6x12 $1,581 12x14 $3,37 6x8 $ 1,52 6x14 $ 1,65 12x16*** $3,761 6x14 $1,886 12xd6"*�` $3,761 $ 1,72 8x8 $ 1,36 12x18*** $ 4,46 8x8' $1,472 12x18*** $4,46 8x80 $2,00 `8x10 - $ 1,63' ' 12x20*''* $.4,90 8x1Q $1,744 12x20*** $4,90 8x12 $2,28 8x12 $ 1,85 12x22*** $ 5,45C 8x12 $2,017 12x22*** $5,45 8x14 $ '8x1.4 , $2,18 12x24 *** $ 5,991 8x14 $2$289 12x24*** $5,991, 8x16 $2,94 8x16 $2,45 14x14#"' $4,36 8x16 $2,616' 14x14'**" $4,36 $2,53 8x18 $2,88 14x16*** $4,90 8x18• $3,052` 14x16*** $4 g0 10x10 98 WO $ 31161 14x18*** $"5,39 8x20' $3,161 14x18 *** $5,39 10x12 $ ,270 10x10 $2,12 14x20*** $ 5,99 10x10 $2;235 14x20*"" $5,99 10x14 $3,270 10x12 $2,34 14x22*** $6,75E 10x12 $2,344 14x22*""' $6,75 1Qx16 $3,67 10x14 $2,671 14x24 ** $ 7,08 10x14 $2,889 14x24*** $7,08 12x12 $.'3,379 10x16 $3,161 16x16*** $6,64 10x16 $3,270 16x16*** $6,64 12x14 $3,815 10x18 $ 3,48 16x18*** . $7,41 10x18 $3,706 16x18*** $7,41 12x16*** $4,251 ***Indicates Slab required***$2,73 per square foot Floor Frame *'+Indicates Slab required a**$2.73 per square foot Floor Frame and **►Indicates Slab required***$2.73 per square foot Floor Fran and Flooring charge will apply.For all sheds over 180 square feet. Flooring charge will apply.For all sheds over 180 square feet. and Flooring charge will apply,For all sheds over 180 square fee SPECIAL FEATURES INCLUDED: SPECIAL FEATURES INCLUDED: ROOF PITCH:Front 12/12(45 Degree),Rear 5/12(22.5 Degree) SPECIAL FEATURES INCLUDED: ROOF PITCH::3f(30 Degree angle) ROOF PITCH:10/12 40 Degree le FRONT DOOR:3 ft.Board and Batten with 3'Pine Ramp ( � angle) FRONT DOOR:3$.Board and Batten with 3'Pine Ramp FRONT DOOR:3 ft.Board and Batten with 3'Pine Ramp SIDE DOOR:Not Available SIDE DOOR:Not Available WINDOW:(1)Stationary 21"x 27" with Window Box and Shutters W SIDE DOOR:Available SIDING:Board and Batten :WINDOW:Board Stationary 21"x 27" with Window Box and Shutters WINDOW:(1)Stationery 21"x 27" with Window Box and Shutters ROOFING:25 Year 3-Tab Asphalt Shingles SIDING:Board and Batten SIDING:Board and Batten ROOFING:25 Year 3-Tab Asphalt Shingles VENTILATION:(2)8"x 12"Aluminum Louvers ROOFING:25 Year 3-'Cab Asphalt Shingles VENTILATION:(2)8"x 12"Aluminum Louvers HARDWARE:6"Heavy Duty T Hinge,&Heavy Duty Safety Hasp VENTILATION:(2)8"x 12"Aluminum Louvers TRIM:Full Dimension Rough-sawn TRIM:Full Dimension Pine HARDWARE: Heavy Duty T Hinge,&Heavy Duty Safety Hasp " Rough-sawn Pine HARDWARE:6 Heavy Duty T Hinge,&Heavy Duty Safety Hasp Plywood:5/8 CDX Plywood:518 CDX TRIM:Full Dimension Rough-sawn Pine 13 oFt Tom, Town .of Barnstable Regulatory Services. s"xr'n A Thomas F. Geiler,Director ArEs639. ,�� Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: ` ! --�0, t Map/Parcel: 0 3 Project AddressS 1 1\4 a0'A L7 w Far w-, Builder: t ►1 sz y The following items were noted on reviewing: Reviewed by: io Date: ti t oFTME r Town of Barnstable Regulatory Services > vsnst Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied u building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work:�� /A/VJ_A L( V 9(+t'D Estimated Cost ( U d 6 Address of Work:J�� ME*Da P- V1 L , MA 0 L 63 Z Owner's Name: J 0 d L'A S 13 • C_% Q Date of Application: I hereby certify that: Registration is not required for the following reason(s): FlWork excluded by law ❑Job Under$1,000 []Building not owner-occupied WOwner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH.UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. G OR D Owner's Name 12OV6 is S �Ca� Q:formslomeaffidav Town of Barnstable P�pfTHE Regulatory Services T s rr►ats • Thomas F.Geller,Director snxx XAM Building Division tbj9' ♦0 °lFc 39 Tom Ferry,Building Commissioner 200 Maier Street, Hyannis,MA 02601 www.town.barnstable.ma.us Nice: 508-862-4038 Fax: 509-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE 14,1 ccr k yr ce /"✓�-- JOB LOCATION• number r-- street village S "xoMEowrlEx': �OU � s ol� ?l I - 314 y 0 ,0•�c name home phone# work phone# / CURRENT MAIl,1rTG ADDRESS: � . �� rn E'y4�O�J /^ � C.t�L�2Vi u e M� OZG 'L city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners.to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. • DEFINITION OF HOMEOWNER 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 constrncts.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 resuonsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection prose ores and requirements and that he/she will comply with said procedures and requir Signs of er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply With the State Building Code Section 127.0 Construction Control, HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner perfformin$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 persons)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assurning 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 wbeq the homeowner hires unlicensed persons. In this case,our Board-cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is aform currently used by several towns. you may care t amend and adopt such a formlcertification for use in your community. 1 ne,t ommonweatrn of massacnusens Department of hidustrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Auulicant Information Please Print Legibly Name (Business/Org nizationa ividual)'_ DO y J AC-oa 5 Address: GJ M"/)O(-i F1912 a l /Z 0 City/State/Zip: -- CfAv;259 Vic.[e /w Phone#: $ •7 t 3 q e/- a Are you an employer? Check the-appropriate box:. Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6 El New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any-capacity. workers' comp. insurance. 9, ❑ Building addition [No workers' comp. insurance 5• ❑ We are a corporation and its - required.] officers have exercised their 10-0 Electrical repairs or.additions 1,0 I am a homeowner doing all work right of exemption per MGL 1.1.0 Plumbing repairs or additions myself. [No workers' comp. c. 152,§1(4),and we have no 12.[] Roof repairs insurance required.] t employees. [No workers' comp.insurance required.] 13.❑ Other *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information .a t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tcontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers comp.poliqy information. I am a/dr r th is providing workers'compensation insurance for my employees. Below is the policy and job site infor Insuray Name: Policyns.Lic. #: Expiration Date:_ Job Si : City/State/Zip:Attac the workers' compensation policy declaration page(showing the policy number andexpiration date). Failurcoverage 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 maybe forwarded to the Office of Investigations of the DIVA for insurance coverage verification. I do hereby c.e n r th 7 6. Other ain and penalties of perjury that the information provided above is true and correct Signature.. Date:'. to C .o S Phone#: S� �-771 - 3 y 6 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# 7,, Issuing Authority(circle one): 1.Board of Health 2..Building Department 3.City/Town Clerk 4..Electrical Inspector 5.Plumbing Inspector Contact Person: Phone#• 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-" ;. association,Forporation or other legal entity,or any two or more An employer is defined aS"A indM4ual,,parhiegb ' e. of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However.* owner of a dwelling house having not more than three:apartments andiwho resides n,or,the occupant of the dwelling house of another who'employs persons to do maintenance,constructionottr'� air work on such dwelling house or on the grounds or building app nant thereto shall not because of such)ea t be deemed to bean employer." MGL chapter 152, §25C(6)'also states that"every.state or local licensing l withhold the issuance or renewal of a license or permit to operate a business or to construct buile commonwealth for any applicant who has not produced acceptable evidence of compliance witance coverage required." Additionally,MGL chapter 152', §256(7)states"Neither the commonwealf its'political subdivisions shall enter into any contractfor performance of public work until acceptable compliance with the insurance requirements of this chapt have beenl�presented to the contracting auth Applicants Please fill out the workers' Co.pensation affidavit completely,by ch eking the boxes that apply to your situation and,if. necessary,supply sub-contract�b� s)name(s),address(es)and phone'number(s)along with their certificates)of insurance. Limited Liability Coh4panies(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 dvise4 that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of�insuranc coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or to that the on for the permit or license is being requested, not the Department of Industrial Accidents. Shoul you have any q tions regarding the law or if you are required to obtain a workers' compensation policy,please all the Departmen the num&r listed below.. Self-insured companies should enter their self-insurance license numb o the appropriate City or Town Officials s Please be sure that the affidavit, complete andtrinted lea'bly. Department has provided a space at the bottom of the affidavit for you to fill out the event the Office df Inv gatio has to contact�y regarding the applicant Please be sure to fill in the perm cease number Bich will heed as a r �rence numb . In addition,an applicant 1 ermitlh ease applicatio ui any given�year,need any submit o e affidavit indicating current that must submit multiplep policy information(if necessary)@an under"Job Si ,Address"the�applicant shoul�d�write" locations in (city or town)."A copy of the affidavit that h been offici, y stamped or maiked by the city o ton maY be provided to the applicant as proof that a valid affi4avi11,1s,.on file for.future permits or licenses..A new affidavit must be filled out each tizten is ob or permit nokelated to any business\or commercial venture year.Where a home owner or ci taining a cease (i.e. a dog license or permit to burn�leav etc.)/said erson is NOT regiured to complete this affidavit" r � 4 The Office of Investigations would like to you in advance for your cooperation and s+ ould yo have any questions, plea se do not hesitate to give us a c ti S ti The Department's address;telephone and,fax number: The Commo,wealth of Massachusetts �.. - Departure )of Industrial.Accidents Offi e of Investigations . ,. 600 WashingEon Street . Boston,MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-727-7749 Revised 5-26-05 www.mass.gov/dia Larned,'Nancy From: Schlegel, Frank Sent: Tuesday, May 04, 2004 3:39 PM To: Lamed, Nancy Cc: McKean, Thomas Subject: Address change for Map 189 Parcel 118.003 Hi Nancy. The address has been changed from #49 Meadow Farm Road to#51 Meadow Farm Road, Centerville. This change was for the new developer lot#7A. The address for Developer Lot#7B/ Map 188 Parcel 176 was changed from # 51 to#53 Meadow Farm Road, Centerville. This change was necessary to comply with the original issuance for the building permit. There should be no adverse affect as a result of this change. I entered the changes in Pentamation but you will need to update any hard copies in your office. Contact me if you require assistance with this notice. THANX 1 Town of Barnstable Regulatory Services �F 1NE Tp� o Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner i639. ♦0 'O�Fp ppp�l a 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: 4 Fee: SLP o SO 00 Permit#: r79 32 g HOME OCCUPATION REGISTRATION Date: Name: Phone#: --rog- 340 Address: 5-1 dk� R�Q- village: U7TIL Name of Business: lJ.I !�`7 `'��C�s ----------------------------------------------------------------------- Type of Business: f�/Lot: 6 003 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • here is no storage or use of toxic or hazardous materials, or flammable or explosive materials,in excess of a n rmal household quantities. J • y need for parking generated by such use shall be met on the same lot containing the Customary Home C N Occupation,and not within the required front yard. • ThCrd is no exterior storage or display of materials or equipment. "• There)is no commercial vehicles related to the Customary Home Occupation,other than one van or one CC Ca pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to co N excea4 tires,parked on the same lot containing the Customary Home Occupation. t Nos shall be displayed indicating the Customary Home Occupation. -!r If the ustomary Home Occupation is listed or advertised as a business,the street address shall not be 'ry> included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the d g unit. I,the unde have read and agree wi e above restrictions for my home occupation I am registering. Applicant: L Date: ` 0 Homeoc.doc Rev.5/30/03 L TO ALL NEW BUSINESS OWNERS DATE: Fill in please: = a APPLICANT'S � �a � YOUR NAME: BUSINESS r YOUVHOME ADD ESS: � * k TELEPHONE Telephone Number Home �8• 71 . O B EOF OF W UINESNAME � S IHS'TveHIS AOCA H a you beets gwen approval from the bu;�ltlmg d visions YES NO . ¢p ADDRESS O BUS NESS' � MAP/PARCEL NUMBER When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. Once you have obtained the required signatures, listed below, you may apply for a business certificate at the Town Clerk's Office (Ist floor-Town Hall) or if you get the business certificate first you MUST go to the following office to make sure you have all the required permits and licenses.. GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) and you will find the following offices: 1. BUILDING COMMISSI NER'S PnIpermit CE TIiis individual h e i rmed of requirements that pertain to this type of business. thorized Signat re** COMMENTS: 2. BOARD UF HEALTH This individual has be inform d of the permit requirements that pertain to this type of business. Authorized Signature**' COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature" COMMENTS: Business certificates (cost $30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in the town (which you must do by M.G.L. - it does not give you permission to operate -you must get that through completion of the processes from the various departments involved. "SIGNIFIES APPROVAL FOR A BUSINESS CERTIFICATE ONLY. /�/ /!%%E��1%J✓✓V G � • V lea, n. a MEADOW 30,k46 FARM ROAD H �ti LOT �A H! V � � OF a,, OERT I I EP -PLOT PLAN I.ACAnw WMEAPON FARM RD., CENTERVILL.E, MA STEVEN W by PREPARW FOR: SEMINARA GONsr. CORP. G RUMBA ^' SCALE: DRAWN PY: I" = 5d TMW ! 90FESS10�P� Wf6 NL DER: DATE: 51EET: 4N� SUR �Q Z_( Z- 00-112 02-10-wa:5 GPP-I WELLER & As506 1 ATES 16,46 FALMajM W - SUITE kG a NTERVILLE, MA O?• n TEL.: (508) 775-0735 - FAX: (508) 775-, 75k PROFESSIONAL ENGINEERS & LAND SURVEYORS i Y 'r r/ TOWN OF BARNSTABLE BUILDIP1 4 M � PLICATION 1E Map J/ ® Permit# E5 6 4- Health Division gav4w LH c1 J�� Date Issued 0 �1 Conservation Division 13 S—�®1 '� _ Fee Tax Collector k. Treasurer a i�sl" c� : .'. t :�C GYS�' P bJT Planning Dept. BpyTPrS TITLE E Date Definitive Plan Approved by Planning Board �,. "mil COLIM Historic-OKH Preservation/Hyannis Project Street Address Village ra -e r Rdj Owner /='4/dW" )�`Address Telephone Permit Request IN51 t-:qGJ Square feet: 1st floor: existing '} 08 proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type Yko 0 0 Lot Sife Grandfathered: Cl Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: �I Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ R Commercial ❑Yes ❑ No If yes, site plan review# SEP 13 2001 Current Use, Proposed Use f BUILDER INFORMATION Nam Telephone Number Ad ss vim— So License# T1 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY T t PERMIT NO. DATE ISSUED MAP/PARCEL NO. M ADDRESS VILLAGE OWNER DATE OF INSPECTION: , FOUNDATION FRAME I s^ 4 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL Y GAS: ROUGH FINAL FINAL BUILDING r DATE CLOSED OUT ` ASSOCIATION PLAN NO. w TOWN OF BARNSTABL'E - ^ CERTIFICATE OF OCCUPANCY PARCEL ID 189 118 003 GEOBASE ID ADDRESSCt 0 MEADOW FARM ROAD PHONE CENTERVILLE ZIP - I LOT 7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 76132 DESCRIPTION CERT- OF OCCUPANCY FOR WORK ON PMT #55967 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of ARCHITECTS: p TOTAL FEES: Regulatory Services CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE * O MAW i639. RFD MA'S A BUILD I G D ISION Y DATE ISSUED 04/21/2004 EXPIRATION DATE vat- PARCEL r,Z'M i'89. 11.8-.003 .. _ :�3.OBASE ID_�<_ _ �.' .. ...> _ •' t. CIO. -. M. ADOG7 FARM GOAD` w NE I ADDRELS � y9 � VEY'11JR V i.I.i.1HL:t - 4 • z Zp. .h. LOT 7 BLOCK LOT SIZE: - r DBA DEVELOPMENT DISTRICT PERMIT. 55967 DESCRIPTION DEMO REBUILD 4 BR/3 1/.2BA/SCAR. ATT./DECK PERMIT 'TYPE BUILD TITLE NEWSIDENTIAL BLDG PMT CONTRACTORS: LOUTS 'J SEMINARA Department Of 4 ARGRITECTS PERMIT. EXTENSION. GRANTED � Regulatory' Services TOTAL, FEES: .$1,507 45 BOND $_00 CONSTRUC'..PION COSTS ..$364,800.00 . � Q► 101, SINGLE EAM HOME DETACHED 1 PRIVATE * BARNSTABM MASS. 05 _ BUS LDING DIVISION �a w DATE ISSUED 09/24/2001 EXPIRATIO DATE THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK.OR ANY PART:THEREOF, EITHER TEMPORARILY OR PERMANENTLY. EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ' ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND ' THIS CARD KEPT POSTED UNTIL FINAL INSPECTION WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU ELECTRICAL,PLUMBING AND MECH- . (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. a • ® ® i BUILDING INSPECTION APPROVALS PLUMBING IN PE TION APPROVALS ELECTRICAL INSPECTION APPROVALS .1 1 1 d� /o K NX ff I, r 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT r � fid a k ,(�/fj lk Ile 2` BOARD OF HEALTH O H SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL., 1 ERMIT WILL BECOMC Nut'.,W VOID IF_C,ON- . INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPRCVcDTrsL u�I STil"s WITHIN SIX .. CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTF ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. ; TION. _ s BUILDING , . PERMIT Lt4 (Te___/_n.�� D_ -Y- = TOWN OF BARNSTABLE NG PERMIT APPLICATION ` Map��9 Parcel /l 8�-- oZ - Permit# � Health Division : . k`5cl IL4`-1 C�� ,,° f��'03 C�� 1> Date Issued —4-0t 1�' Conservation Division I `'� ® S• l/q/d 3 PZ, e�� 1�7/03 Fee ` Tax Collector iNt�S L'b Treasurer q 1 SEPTIC SY4r �Z INSTALLED IN COMPLIAL Planning Dept. WITH TITLE 5 NVIRONMENTAL CODE ,- - Date Definitive Plan Approved by Plan Board "l�"' 3 ' dO d 1`�3YVN R.E,�=,UIo,.''c';ing2-af- R {Iccsc Historic-OKH Preservation/Hyannis Project Street Address / /J w !2 :/Q e t Village C 17-Vfi112 v l l-� C SV,I I e Owner Address 30�;/- /P/ S Telephone 5 0 8` Perrp Request 01�L� hJ6u J/Z Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater Overlay Construction Type } Lot Size 0 Grandfatfiered: es ❑ No If yes, attach supporting documentation. ♦ Dwelling Type: Single Family J Two Family ❑ Multi-Family(#units) ri Age of Existing Structure Historic House: ❑Yes Ca-N-o On Old King's Highway: ❑Yes ❑-Ne G1 Basement Type: 'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:.existing new 3 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: 216-s ❑ No Fireplaces: Existing New Existing Existing wood/coal stove: El Yes ❑No Detached garage:❑existing C"new size_dyXJ;LPool: ❑existing ❑new size Bar UU �istfogV l5 U ! Attached garage: ❑existing ❑new size Shed: ❑existing ❑new size Oth SAP 13 001. 42oning Board of Appeals Authorization ❑ Appeal# Recorded❑ � By Commercial ❑Yes ❑ No If yes, site plan review# - -: Current Use - Proposed Use - - -- BUILDER INFORMATION Name /4Gv If S%/�ry�'�-� Telephone mber Address -4— G'i License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJ CTMILL BE TAKEN TO 13�-C cO SIGNATUR DATE f FOR OFFICIAL USE ONLY 4 L PERMIT NO. DATE ISSUED � f MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: `. FOUNDATION � FRAME; L INSULATION �� FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH, - FINAL FINAL BUILDING 9 `✓Y-0=t4� oZ/ i - _ ++! E DATE CLOSED OUT - ASSOCIATION.PLAN NO. Ir RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 �. FEE VALUE WORKSHEET NEW LIVING SPACE square feet x.$96/sq.foot= 36 /�/t,��,x.0031= Z/ G . plus from below(if applicable)' v ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq. foot= x.0031= plus from below(if applicable) ' GARAGES(attached&detached) coo square feet x$32/sq.ft._ 6- x.0031= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS �f- g Open Porch x$30.00 (number) Deck x$30.00= (number) Fireplace/Chimney J x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 -- Relocation/Moving $150.00 (plus above if applicable) Permit Fee ; projcost 73sS7- �-�G Ih Louis Seminara Jr. P. O. Box 1219 South Dennis, MA 02660 2/24/02 Town of Barnstable Barnstable, MA RE: Building Permit#55967 This is a request for an extension for the Building Permit#55967 located at 51 Meadow Farm Rd. Centerville, MA(Parcel ID 189 118 003). The reason for the extension is a busy fall schedule has put the scheduling behind and I would prefer to start late spring 2002. Sincerely, � J:' oemmara Jr. TOWN OF BARNSTABLE (extension granted 3/24/02) . i PARCEL ID 189 118 003 GEOBASE ID ADDRESS 51 MEADOW FARM ROAD PHONE CENTERVILLE ZIP - LOT 7 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 55967 DESCRIPTION DEMO/REBUILD 4 BR/3 1/2BA/3CAR ATT./DECK PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT , CONTRACTORS: LOUIS J SEMINARA Department of Health, Safet3 ARCHITECTS: PERMIT EXTENSION GRANTED and Environmental Services TOTAL FEES: $1,260.88 BOND $.00 Ox CONSTRUCTION COSTS $364,800.00 Qi► 101 SINGLE FAM HOME DETACHED 1 PRIVATE P 0 ** BARNSTABLE, s MASS. 039. A�O� E BUI I SI BY DATE ISSUED 09/24/2001 EXPIRATION DATE I Permit Number MECcheck Compliance Report Massachusetts Energy Code r MECcheck Software Version 3.2 Release I Checked By/Date TITLE: LOT 7 MEADOW FARM r CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 07/11/01 DATE OF PLANS: 6/28/01 COMPANY INFORMATION: SEMINARA CONSTRUCTION CORP. ' (508)385-2605 NOTES: PREPARED BY CAD DESIGNS (508)385-7685 1 "COMPLIANCE;.Passes1: f Maximum UA=766 Your Home 7541' 1."6%Better.Than Code; Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-V ue U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 3129 30.0 0.0 109 Skylight:FS 304: Other 8 0.410 3 Skylight: VS 606: Other 14 0.460 7 Exterior Wall 1:Wood Frame, 16"o.c. 4002 13.0 0.0 270 Window: 2452: Other 54 0.320 17 Window:2446: Other 59 0.330 20 Window: CTC3: Other 12 0.300 4 Window:243 10: Other . 20 0.330 7 Window: 2442: Other 22 0.336 7 Window:2432: Other 26 0.330 9 Window: 2436: Other 47 0.330 15 Window:2856: Other 65 0.330 22 Window: AFFW606: Other 37 0.310 11 Window: AFFW608: Other 48 0.310 15 Window: A31: Other 6 0.320 2 Window: C335: Other 27 0.320 8 Window:DHT2423:Other 6 0.330 2 Window: G55: Other 25 0.350 9 Door: 3068 W/SIDELITES: Solid 36 0.350 13 Door:2868: Solid 20 0.350 7 Door:FWG 6068: Glass 120 0.330 40 Door:FWG12068: Solid 78 0.330 26 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 2373 19.0 0.0 112 Floor 2:All-Wood Joist/Truss,Over Unconditioned Space 576 30.0 0.0 19 Furnace 1:Forced Hot Air, 82 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to sheet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 07/11/01 TITLE:LOT 7 MEADOW FARM Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 1:Wood Frame, 16"o.c.;R-13.0 cavity insulation Comments: Windows: [ ] 1. Window:2452: Other,U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type_ Thermal Break?[ ]Yes[ ]No Comments: [ J 2. Window`2446: Other,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ J No Comments: [ ] 3. Window:CTC3:Other,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window:24310: Other,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: 5. Window: 2442:Other,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Window:2432:Other,U-factor: 0.330 For windows without labeled U,-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes[ ]No Comments: [ J 7. Window:2436: Other,U factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ J 8. Window:2856: Other,U-factor 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 9. . Window: AFFW606: Other,U-factor: 0.310 II . s For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ) 10. Window:AFFW608: Other,U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break?[ )Yes[ ]No Comments: [ ] I 11. Window: A31: Other,U-factor: 0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes( ]No Comments: [ ] I 12. Window: C335:Other,U factor:0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments: [ ] I 13. Window:.DHT2423:Other,U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 14. Window: G55: Other,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ']No Comments: I Skylights: [ ] I 1. Skylight:FS 304: Other,U-factor: 0.410 For.skylights without labeled U-factors;describe features: #Panes Frame Type Thermal Break?( )Yes[ ]No Comments: [ ] I 2. Skylight: VS 606:Other,U-factor: 0.460 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: f Doors: [ ] I 1. Door: 3068 W/SIDELITES: Solid,U-factor:0.350 Comments: [ ) 2. Door:2868: Solid,U-factor: 0.350 Comments: [ ] I 3. Door:FWG 6068:Glass,U-factor: 0.330 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Glass door [ ] I 4. Door:FWG12068: Solid,U-factor: 0.330 Comments.: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: [ ] I 2. Floor 2: All-Wood Joist/Truss, Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: { ] I I., Furnace 1:Forced Hot Air, 82 AFUE or higher Make and Model Number I Air Leakage: . [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] ( When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ) Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be insulated per Table MAT 1. Duct Construction: ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: , [ ] Thermostats are required for each.separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55°F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating, Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.011 Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Mnimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tykes Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2,0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) The Commonwealth of Massachusetts n = Department of Industrial Accidents Office of/0e5992 ions 600 Washington Street Boston,Mass. 02111 workers' Com ensation Insurance Affidavit �ocation: " A-000/ crtv phone# 13 95 4P-L6z- ❑ I am a homeowner performing all work myself. ❑ I am a sole r rietor and have no one working in anv capacity % %%/e%%%%%%%%%%/%//%%%%////%O/%//%%///%%%/%%%%%%%%%/%��%%%//%%///%%%//%%%%%%//%%%%/%/%%%/�/%%�%%�%%%/�%/// �an employer providing workers compe ki nsation for my employees worng on this lob tom any name:. ✓ /�� fZe'� r address x hone# insurance co, � / ❑ I am a sole proprietor general contractor or homeowner(circle one)and have hired the contractors listed below who have the following workers' compensation polices . c)m anv name. address.. .....:.....::. hon :.<::::;:: .... ci ;nanrance ca. ::.. c0,1 any name ff address. hon77777777.77777 e# city Insnrnnce co under Section 25A of MGL 152 can lead to the imposmon of criminal penalties of a fine up to s1,600.00 and/or Fafiure to secure coverage as required nsonment as well a'dvIl penalties in the form of a STOP WORK ORDER and a Me of$100.00 a day against me. I mtderstsnd a one years'Imp p copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification I do hereby certify under a pains d es ofperjury that the information provided above is truo and correct Date C/ - 3o V Signs Prin name Zv"Oor///vim Phone# 614 31 Cch do not write in this area to be completed by city or town official perinit/Iicense# Building Department ❑Licensing Board ❑Selectmen's Office te response is required ❑Health Department phone#; other-----, (revised 9195 PJA) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant the o has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither 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 inn rance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the munber listed below. El City or Towns 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 permrt/licens 'number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. XXOP ME=I=; The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents 0mce of Imlesugatlons 600 Washington Street Boston, Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 eat. 406, 409 or 375 4 'lei ✓/e�omvma�wiea� a��,aaaac/u�aell BOARD OF BUILDING REGULATIONS ' License: CONSTRUCTION SUPERVISOR Number: CS 015836 Birthdate 09/07/1946 r, r Eicpmes:_09/07/2003 Tr.no: 2824 Restricted. 00 LOUIS J SEMINARA PO BOX 1219 S DENNIS, MA 02660 - Administrator RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE �c'G square feet x$96/sq.foot= .�C ©fix.0031= + 1 0. plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft.l >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck �_x$30.00= - (number) Fireplace/Chimney x$25.00= �f (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee l �! projcost ----_----=_-- ---_----_--__----- — ` ------------ INS so g� �' tt■ ttti■tt,tt■ o . ■ tt■ - ..J-a_ =�.�... -fit.....,;... —�:,,. �� .��_ ■n .��® ' !MEN �t�'n■■t� — EWT - tart-a��tt■ iE ■. 'HIM PW � ®�7SL��lGflLl�� •� ' . m ROOM FLOOR WALLS TRIM . CEILING SCHEDULE n cw.oaSPECIM m ROOM J c�c Rss me c�va'd of ar s C c S ECIM MFM-MW&S kM r a a reee ins erc R PO'8 AAY ROOM �lFPASf LNlY 400M [SAf LGM O WNII DAM V!l1Rf wHs�wwaon+ s n .z. O Lsr OF ABBREVIATIONS NAIIdNG SCHEDULE - 360623o v CONNWnON NAnINC a e» GMVAI NOTES m W Y6 j:•::` --- - v0 NOf 5c&t fFE M WG5 v O ZV K.uesL4e..u�n 4.� —____—.-0e1 �gLuiw tudlM aw@!Ne 5e'xrm[6 aufMeeWWVIDOrI . u fl�lri.w�'N.Ya fv� __ _ _gr SYMBOL LEGEND w�a.w u.n�i _-- web. sewsme em.sm amwam.0.�a a� 84� �� amwwaL�w»<eoe��w:emw DATE OF FIN&IM - ""''""` .s_i T:i��: -_ _ __ __ a imweraw.sm+,erorsnisom�m.sesnwznnwaanxe. �-^ram-:—�� '"•.•1010'm"�•• ... -_ - _- _- xG•••e�...r.•r+ murcmn�eo .amoxa�erw�rmna�wax mmmoo.sL� a�emmw.a f.iiS 14' ..ue®Nlaaec�m wuwa� r lweR9Ms�+4elufBnta INIMP+.. .+� vr_ __ _ _ __ —— _ — `awT fl ewmmeuaw��m»sevr ww.owa«ewwrsn� °"�"'� ,m r___ ___-an _ __ naw•!� �mn� w�umssmw.•ossuwmum.wwx.civcrG..m . iim r..u�`ir'�"i..s��r m.r sesxwsivnaneoe.ms ' °`�wvfl"im esesomrwLrma m.,uex � F��asNa F�eacx 2X4X Bev ma A.V.6 BUILDING CODE 5TAIR MINIMUM5/MAXIMUM5 � 90MJ Pl F�RALE / FQtQPF�f1' / MN El"TM« NOfE:Fa u�l�de��b 3 See fw.r PI.V- TERRA COffA � FLYWOCV FUE LIKER V' FRAV5 9EAIWrI`� Q-\ lFF7jM0L7X FWRAIES A91 MW �KW65TLIDP1d)rc�5nveAzrH 4"MHWAARCLEPRANLE •V\��\ MfVraN COM%"OLE5 AM/ 2-2"d0" MA`wy - rj. w/2� 1/2" 1� 2"C' I-A ar ru�x W CR0,5S SECTION @ HEARTH, TYPICAL FLc�2RrAss wuxN s�m x�ousvxwe ,,, MA50NKY 1/2" = 1' o AICRfAR GP M TAIL MMMW - caELe,)asrs - PoWcHM s AEaE NOT 70 SCALE 4 PONfOEMI•EYPA55E5 - NOT TO SCALE --hROWNKOLF AV7 2' n b ABCNEAWFOBJf - i�a�s NAOPl10" E"{ jj 5TAIR DETAIL 15 FOR CODE U5E ONLY - 5EE O avamw HEARTH FRAMING DETAIL ■ • FOP,ACTUAL 5TYLEOF5TAIK RAP ER5 150METRIG SECTION OF A TYPICAL D F, TYPICAL SOFFIT/RAKE DETAIL F' " FRAME WALL W/CONCRETE FOUNRABON . �--CELMG Jg5f5 - 1/T'sl[ertrAz - � v �R NOT TO SCALE NOT T0.SCALE �t! /T'�IRwNXN .. �e amwTab • O . MWCP,a dw TN FLOCK JOKf5 FO£KiWl wiu.5 96� //--15RA5RKTPAPER V TCS �2XFEADCR 4'MI• PR5PAIP M' /. RCKJFWG SNNCLES BETWEEN - "// ' FLIE LFIR Cn�' MnCeo0.rmoeeN T'%b"Fr2>iPn�o y RCXJF SIYI�iFRJG zi C043M MIdMIM OF B'H TO m 'Uff //� SMOKE OW/MR vwwVAWEV APPW SP= N M A W b OL t m _ 1 X k SIP.W= DMWR CCGJIROL 116E MIST r1En BOLrwiROJ IT' �. AL YK v_ (FOR�-VOJO a ' W�(L9ER R WALL 9EAIFQJG RPlY E9N.RY �, J 5MCME 9ELP AWLE RCM LWEL 21/2"57RR OAK a„raw ICE E WATER 9ffLD : RAPIER 1 FUMCK FLCc(3NG(CR a.DFE 6 RNA r I AAI RW ALIERNAfE) FOR WAWa FOLWAIM e-q— j RAPE BJ6.DIP W.C.5M0.E5 FI'.EBRICK F90FL0.'R ws FIWv.IYy RPXE TWAR/rAlEK DALE OF CaFY= VRIP EDGE DEIMN 9WQ.E5 B VaME WEAVER mnPKIED . , g fAR FASCN 51EAT" 1/7/05 ID5no950L 9-VwOF 2600 colum LLA•Y.F.YfE�.CA75 PCA18D CAJp'31f CLOV 5OFFIf BOARD WEARM EX 4"N 1N - OF rQ+ w. F�.� �'� 6' 50FFIf VENr !O ED . MIX ROII'ED (MMMIUA OF Q 9" IX � - . comoam PPPfCkLED) FOLIVAnOW IBMN/LACE/O.'OWN OOfRW15E /PWL/BED MAL" 4CO4CREfE 9AB CLEMIOIrf Co ¢ FUM 9„TM a FCDINO W/ FQNVAfbN mwnr FOOfFJO FAa u .n A z � 1/2"ANCHOR DOI.T5 MINN 9 LEAD To`5eFERAS f FGUNDA110N WPLL OF 72"O.C.8 A Oaf WITFIW TYP. OPENING D I M E N 510 N S � REAM FROM CONTACT I/2"AR 5PPCE EM7 AND. 12"OF EVERY CORNER WITH CONCRETE /- 51DE5 OF WOOD DEAM OR U5E P.f.WOOD OR 51EEL zs irr 4' T. ' FOLD CONCRETE. 2r FEADER R FaNVATION 8"THICK . MINMM OF 3,000 P51 ' r CONCRETE NOTCH REAM FOR MLV5U IF - �41�. TYPICAL 1 0M13EAD DOOR M0,17,(MAX.NOrCH-I/4 I ATTIC I I I R.O.15 SAME A5 DEPTH OF BEAM) ACCE55 1YPCPL I DOOR DIM. I6"X 9"FOLD CONCRETE b, I FL LLL90WH I'�/9" MIN.BEPRING _ FOOTING WITH 2 X 4 KEYWAY FOR F�M I I 5TA WAY �- FOUNDATION WALL I OPENING I x I ROJGH I . NOTCH BEAM FOR N�37iG L - --' I OPENING O I� REO'D.(MAX.NOTCH-I/4 - .. cax Mar.5 22"x 30'FM SE MINIMllM OF 2 DEPTH CIF OEAM) - 4"FOLD CONCRETE -AWR zaa+WLL PFGJM I Ya5 ON SILL DA5EMENf 5 V-MNMIM I r oaM FLK.NMB.1arA I- I I 1/2"AR 5PALE OF 2,500 P51 CONCRETE aav F a i VOCR ANp E IRON LEAD TO 5eWIE 6EPM FROM CONTACT TYK Tyr. WITH CONCRETE - - . .,• �... .. E-+ FELT SlMs a"FELT FU L LDOWN. AGGESS STAIRWAY NP.OH.DOOR HEADER Oa 3"MIN.DEPRNGFOR • WOOD BEAM - TYP.DOOR OFF FOINDAiION WALL I' OF CORNER BEAM POCKET FROM CQ3J TYP: FOUND::DETAIL L 91,2"� F21/2vz DETAIL TYP DOOR R 0 TYP WINDOW R.O. TYP.GAR: lYP.GAR. AMON DETAIL z FOUND. DETR - o FO r 1/2"ANCHOR BOLT5 MAXM M OF 72" - I O.C.8 A DOLL W TIN 12"OF EVERT'COIMR _ 2668 DOOR WINDOW O.C. I I a !a DOOR I I MINWILM OF 4"FROM TOP OF `a.Alli f0� IIWIM 01 `a .P810 TOP OF FOWDATION--- �\ WI V ''5.500 P51 CONC�TE MICLE RON I I fop OF OF VS5 I A5Sl1MED I DE "UNLESS N fOOT P OOTI ER'M5E I ON FLAN I FINAL ISSIP pOLJW CONCRETE 6ARALE 5,A05 TO X A 8• 9-AD AT AF?ON MINMUM OF 3 O�IE,500 P5 CAN NOT TO w5f ON POILD CONCRETE e FOIB�D. POI�n CONCRETE.FOWDATION8"TICK ` FOWDAPON5"THICK- • ALL R,O.'5A55UMEP I I _I MINMJm OF 3,000 P51 TO DE 21/2"ON --- --- - 5U'LE CONCRETE 1/4" MNIMINI OF 3,000 f 51 CON�TE _ I WiDM AND 3" ON I _ NDTEn I ICNf OJER DOOR OTFERM5E `tAbSZE - I I6"X 9'POLD CONCRETE '. 16"X 9"POL TN D CONCIM FOOG WIM FOOTING WITH 2 X 4 KEYWAY .2 X 4 KEYWAY FOR FOUVA11ON WALL - IE FOR FOI.P1DAilON WALL EE IF MEN on ■N. -on owl roon ■.■ ■■...■so ■ m I■ ■.■ ■�■ ■.■ ..■i.■■.. I■ m ■ �i • • • • M. u■ o■ ■�i 11■ ■..1 iii ■■■..■' ■i■ ��I��I�I�I�I��l��lll�i�i�!�II��I��I�I�I�I�I�I�.(��I�I�I�� li�i�i�i�i�i�il I�i�i�i�i�i��i��, � --=�� '�iJ ......;!�■■ I � , II/ .. _ ;Jim/ - ■■■ __— • lii [i�■, � �l �iii� iiii iiii -M- �CIL��I-_.:; •;;,� � � — ■■■ I�lil li�i�i�i�i��ji�i�i�i��l��lll�l�l��l��i�ii�ll�ll��l�l�l��l��l��ls�=�--a_�I o ic ------------------- q% G -_ -- -_ -_ --- - ----- _ ------------_--_= - ��t/I. __ - _ ME- a NO �� ________ n ■�_ I■■■■I I■�■v] iii 171 sP1�ll�l l■11711711�1 .! J, �_ ■■r; ■■■■ fig■ ��■�. �I ( i ■■■ ■■■ ■.. r I n n o ■■■i ■■■ ICI I■F I■I I.I I■I I■I ICI I■I MKI - ��r" it� �LuJ,� �1,rl � lil I■L LI Ia I■I I■I lil I■I i f��I•��1 C� � , .- _ __ _ .� I Ra I po I � x ra -- ___ -__ - - _ f-41 ►I I I I ��W Hil I 1- - O I I I • � III w—.fix ' ,�� -1 rilt� a I,,I `� • ICI I I I II I ME OF FINAL I551E • - ` 509.E UN255 Notty OfW-RM5E . FOUNDATION PLAN F u >� OPfI"5OUTWO POR R I m m Er. p ;a — � o 1 p � ,°° a 5 garcu�aPAn 9 p 51 /DFN p — p VMN5A5fN0Y11' coven r e PCKa e e yy VVIWOW 5OtRLE 6PCK _.FL WA:Y'•p11.O0 o1a�vr I IH "e u ww 3 C AfOOM o „ CM.fAE op FN„EOeV:mfE^s CB —OTT_0 dM am ^y aW ON fmck SfMODO 5!DRR7M LY #O FtEB 11 - �I I ----- --;moo n AM OF FM 155M. I/1/05 COvE!'�D PGRo1 ey •�:• SGV.E •, 4 uorEv ofFEm5E 1.ST FLOOR PLAN P a v� - z 5 yp � P ayne R 4 i nu a k•1 �V _ MA5TM KVWN WOM M wbw i O BA1H"► MASI h-a ER BAM g� O Q 2wCGw0�8 M6ro, _ Q n»eOw Ole'n.0]t6 �. AIM FAVF$$ o o Q '� MASfr2�GKA7M am a § ,�Ov Q g _ 2 WPLK NO.O5f od O p FW.I,WAY WUIDGW 50MU rm• � >wm�w,•.�cK00M><.2� � >..� � /.u:.".® �� a O. BAIN r NOIE IEALER V . O� O b I FLOOR WIWOM 6 O n �V - Gr S1�LOGR � _ •o I OFEN 70 BELOW_ Q» arxmwam,e T4— 3 -W4 O y,ar x�rp..y O ,. mwiwaow ooaa+vn by I � O c nrreuves . I a.l ' IVAIE OF FINAL ISSIE. �� I nrrc eves I/7/05 . O wwwaw:ur nose $ I L 0 »maaemua I„ — J pcaa,awsaoe - - - ,rxew• .��r j:e.{�+aY —+I »oe»>w NMW XALE LUXIA O wr x» 11 O i� m^»' J OIFC'R1MSE 2ND FLOOR PLAN FKE p R.w� CROSS SECTION A CROSS SECTION B _ H o 0 DATE OF i m» fly-IS5 LE 501E IALE 'NOTED CROSS SECTION C /k„ CROSS SECTION D �� . .. PACE u . CALIff.I?COftp APPUCA110N - 36" z com NOVU5 36" FLU5M APPUCA110N 4'3 C&I"42" FLU5H AFPLICA11ON vn TOP OF FRNMt 2 X AOI C R CAL M V 42" PLATtop vji W WTAIA110N R 6. FN.Aff �v FF.EFL/ff � . ` :Fw OFENMG O " t 4 V4' F 481�2-1 48112" 43" FIREPLACE DETAILS U2" = 1' E+ o >.vwm.w ,•� � � N CROSS SECTION E F;l .,., I I I T I I I I W4a W4 ®® VATE Of ®® FINK.ISSIt 1/7/05 . • 5GLE UW55 .. NOW _ U 4" 1'- � • CROSS"SECTION F CROSS SECTION G �� i alai e- ■■■A■■■ —_es ®IaaQaaao■Qaaaa�� a I_ al�l�l 19, IN sQaa►��'� allllaaaald�l��l I QaaIQ1a�QQaa�®�aat�� m�l�l r . I�sl■c __ `'' al�l�l i' � Illaliaallllaa�li�lllll� - le r ffro eWEa— I IrnaaQa®sl■aaaa� Q c a ME all I rai■all■Qs�l■Qaaas �I I a .. i I I�alalllllr�ouaaar I F■Esil®lam I Qllllaaaa■ 6 11 I� I I 1 '6i19 i I _ I.... _,_ ® !q ■tea •ram--- � � — --- . i z � I I If I I I I' I w I rl I � � III • II � ' � ^ {I U I II I W4 I I ! I VAT OF sa,e �n - ---- - - - --- -- ---- - o"Tm5E ROOF FRAMING PLAN RIDGE & VALLEY LINE PLAN 13 ■ � M ' BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Double 1 3/4" x 9 1/2" VERSA=LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:FB02 Job Name - Description - BEAM UNDER BED1. CLOSET HEADER Address - Specifier - Jay.Malaspino City,State,Zip - BARNSTABLE,Ma Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 \'/ Standard Load-40 PSF 110 PSF Tributary 01-04-00 L BO B1 1005 lbs.LL 786 Ibs LL 764 Ibs DL 567 Ibs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 11-00-00 40 PSF 10 PSF 01-04-00 100 Member Type: - Floor Beam 1 P.L.FROM CLOSET HE Conc.Pt.Load Left 04-06-06 04-06-00 1204 Ibs 1082 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 7189 ft-Ibs 47.9% @ 115% 3 1 -Internal Slope 0/12 End Shear 1709 Ibs 23.1% @ 115% 3 1 -Left Tributary 01-04-00 Total Deflection U508(0.26') 47.2% 3 1 Repetitive n/a Live Deflection U907(0.145') 39.7% 3 1 Construction Type n/a Max.Defl. 0.26"(Limit 1') 26.0% 3 1 Span/Depth 13.9 1 Live Load 40 PSF Dead Load 10 PSF . Part Load 0 PSF. NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy oft Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". Who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC.CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 2 BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Triple 1 3/4" x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:F1303 Job Name - Description - beam over garage under bed#2 Address - Specifier - Jay Malaspino City,State,,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 3 4 2 1 Standard Load-40 PSF 110 PSF Tributary 01-04-00 .r r 12-00-00 AL 12-00-00 BO B1 B2 2163 Ibs LL 5235 Ibs LL 910 Ibs LL 1636 Ibs DL 4367 Ibs DL 533 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End, Live Dead Trib. Dur. S. Standard Unf.Area Load Left 00-00-00 24-00-00 40 PSF 10 PSF 01-04-00 100 Member Type: - Floor Beam 1 CEILING OAD Unf.Area Load Left 00-00-00 24-00-00 20 PSF 10 PSF 06-00-00 100 Number of Spans - 2 2 CLOSET WALL Unf.Lin.Load Left 00=00-00 24-00-00 0 PLF 80 PLF n/a 100 Left Cantilever - No 3 P.L.FROM BED#2 CL Conc.Pt.Load Left 05-00-00 05-00-00 1788 Ibs 1260 Ibs n/a 115 Right Cantilever - No 4 P.L.FROM BED#2 CL Conc.Pt.Load Left 08-06-00 08-06-00 1788 Ibs 1260 Ibs n/a 115 Slope 0/12 Controls Summary Tributary 01-04-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 14733 ft-Ibs 65.4% @ 115% 4 1 -Internal Construction Type n/a End Shear 3529 Ibs 31.8% @ 115% 4 1 Left Cont.Shear 6246 Ibs 56.3% @ 115% 3 1 -Right Live Load 40 PSF Total Deflection U336(0.428') 71.3% 4 1. Dead Load 10 PSF Live Deflection U560(0.257") 64.2% 4 1 Part Load 0 PSF Total Neg..Defl. -0.134" 26.9% 4 2 Duration 100 Max.Defl. 0.428"(limit:1') 42.8% 4 1 Span/Depth 15.2 1 Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a particular Design meets Code minimum(U360)Live load deflection criteria. application. The output above is Design meets arbitrary(1')Maximum load deflection criteria. based upon building code-accepted Minimum bearing length for BO is 1-1/2". design properties and analysis Minimum bearing length for 61 is 3". methods. Installation of BOISE Minimum bearing length for B2 is 1-1/2". engineered wood products must be in accordance with the current Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMT"', VERSA-LAM@,VERSA-RIM@,. VERSA-RIM PLUS@, VERSA-STRAND TM, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ � TM BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,200317:38 File Single 1 3/4" x 11 7/8" VERSA-LAM®2900 SP Name - Seminara meadow farm.lot 7a.BCC:RB10 Job Name - Description - screened porch ridge Address - Specter - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 9&52,SBCCI 9852 Misc - (508) 398-4144 �0 12 Standard Load-25 PSF 115 PSF Tributary 07-00-00 BO 1225 Ibs LL B1 776 Ibs DL 1225 Ibs LL 776 Ibs DL Total Horizontal Length-14-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-00-00 25 PSF 15 PSF 07-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 7003 ft-Ibs 61.2% @ 115% 2 1 -Internal End Shear 1718 Ibs 37.2% @ 115% 2 1 -Left Slope 0/12 Total Deflection U332(0.506') 54.2% 2 1 Tributary 07-00-00 Live Deflection U542(0.31') 44.2% 2 1 Repetitive n/a Max.Defl. 0.506"(Limit:1.5') 33.7% 2 1 Construction Type n/a Span/Depth 14.1 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U180)Total load deflection criteria. Duration 115 Design meets Code minimum(L/240)Live load deflection criteria. Design meets arbitrary(1.5')Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIO, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTA°, VERSA-STUDS,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Pagel of 2 ■ � M BC CALC@ 2002 DESIGN REPORT- US Monday,January 06,200312:54 File Double 1 3/4" x 9 1/2" VERSA-LAM®2900 SP Name - Seminara meadow farm lot 7a.BCC:RB08 Job Name - Description - front porch roof beam right end Address - Speyer - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 2 Standard Load-40 PSF 110 PSF Tribute O6-O&r O s, BO B1 4563 Ibs LL 2064 Ibs LL 2676 Ibs DL 1000 Ibs DL Total Horizontal Length-08-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 08-00-00 40 PSF 10 PSF 06-06-00 100 Member Type: - Roof Beam 1 roof load Unf.Area Load Left 00-00-00 02-00-00 25 PSF 15 PSF 18-00-00 115 Number of Spans - 1 2 p.l.from valley rafter Conc.Pt.Load Left 02-00-00 02-00-00 3647 Ibs 2541 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 12354 ft-Ibs 82.3% @ 115% 3 1 -Internal Tributary 06-06-00 End Shear 6404 Ibs 86.6% @ 115% 3 1 -Left Repetitive n/a Total Deflection U400(0.24'� 44.9% 3 1 Construction Type n/a Live Deflection U625(0.153") 38.4% 3 1 Max.Defl. 0.24"(Limit:1.5') 16.0% 3 1 Live Load 40 PSF Span/Depth 10.1 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(L/240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1.5")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 2-3/8". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a parficular Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing application. The output above is Member Slope=0,consider drainage. based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCIO, BC RIM BOARDTM',BC OSB RIM BOARDTM,BOISE GLULAM- VERSA-LAM®,VERSA-RIMS, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTM'are registered trademarks of Boise Cascade Corporation. Page 1 of 2 is �1M BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,200312:54 File Double 1 3/4" x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:RB09 Job Name - Description - front porch beam left side Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 3984144 2 1 Standard Load-40 PSF 110 PSF Trilwta 06 00 00 BO 3313 Ibs LL. B1 1534 Ibs DL 1792 Ibs LL . 736 Ibs DL Total Horizontal Length-06-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 06-00-00 40 PSF 10 PSF 06-00-00 100 Member Type: - Roof Beam 1 roof load Unf.Area Load Left 00-00-00 02-00-00 25 PSF 15 PSF 18-00-00 115 Number of Spans - 1 2 p.l.from valley rafter Conc.Pt.Load Left 02-00-00 02-00-00 2765 Ibs 1314 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0112 Moment 7635 ft-Ibs 50.8% @ 115% 3 1 -Internal Tributary 06-00-00 End Shear 4032 Ibs 54.5% @ 115% 3 1 -Left Repetitive n/a Total Deflection U867(0.083') 20.7% 3 1 Construction Type n/a Live Deflection Ul253(0.057') 19.1% 3 1 Max.Defl. 0.083"(Limit:1.5' 5.5% 3 1 Live Load 40 PSF Span/Depth 7.6 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(U180)Total load deflection criteria. Disclosure Design meets Code minimum(L240)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1.5")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-5/8". who would rely on the output as Minimum bearing length for 131 is 1-1 2". evidence of suitability for a particular Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing application. The output above is Member Slope=0,consider drainage. based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAMS,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJSw are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ BC CALL@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Double 1 3/4" x 11 7/8" VERSA-LAM(g)2900 SP Name - Seminara meadow farm lot 7a.BCC:RB03 Job Name - Description - right side front valley rafter Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 7.1 12 TIE1 Standard Load-25 PSF 115 PSF TribuAL tary 00 05-00 08-09-00 05-00-00 11-09-00 BO 131 B2 B3 3647 lbs LL 7507 lbs LL 5691 lbs LL 1422 lbs LL 2541 lbs DL 4464 lbs DL 3167 lbs DL 1026 lbs DL Total Horizontal Length-25-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 25-06-00 25 PSF 15 PSF 00-05-00 115 Member Type: - Roof Beam 1 trap load side Trapezoidal Left 00-00-00 600 PLF 360 PLF n/a 115 Number of Spans - 3 1 trap load side Trapezoidal Left 25-06-00 150 PLF 90 PLF n/a 115 Left Cantilever - No 2 trap load front Trapezoidal Left 00-00-00 450 PLF 270 PLF n/a 115 Right Cantilever - No 2 trap load front Trapezoidal Left 25-06-00 0 PLF 0 PLF n/a 115 Slope 7.1/12 Controls Summary Tributary 00-05-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 10992 ft-lbs 48.0% @ 115% 4 1 -internal Construction Type n/a End Shear 4404 Ibs 47.7% @ 115% 4 1 -Left Cont.Shear 6242 Ibs 67.5% @ 115% 6 1 -Right Live Load 25 PSF Total Deflection U658(0.185") 27.3% 4 1 Dead Load 15 PSF Live Deflection U1096(0.11 V) 21.9% 4 1 Part Load 0 PSF Total Neg.Defl. -0.05" 6.6% 4 2 Duration 115 Max.Defl. 0.234"(Limit:1.5") 15.6% 4 3 Span/Depth 11.9 3 Disclosure The completeness and accuracy of the input must be verified by anyone NOTES: who would rely on the output as Design meets Code minimum(U180)Total load deflection criteria. evidence of suitability for a particular Design meets Code minimum(1-1240)Live load deflection criteria. application. The output above is Design meets arbitrary(1.5')Ma)amum load deflection criteria. based upon building code-accepted Minimum bearing length for BO is 2-1/8". design properties and analysis Minimum bearing length for 131 is 4". methods. Installation of BOISE Minimum bearing length for B2 is 3". engineered wood products must be in accordance with the current Minimum bearing length for B3 is 1-1/2". Installation Guide and the applicable Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER®, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Page 1 of 2 ■ � TM BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Double 1 3/4" x 11 7/8" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:RB02 Job Name - Description - left side front valley rafter. Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 a 7.1 12 2 1 Standard Load-25 PSF 15 PSF Tributary 00-05-00 Ak 06-00-00 11-03-00 A, 08-03-00 BO B1 B2 B3 2765 lbs LL 8267 lbs LL 5452 lbs LL 967 lbs LL 1314 lbs DL 5747 lbs DL 3781 lbs DL 355 lbs DL Total Horizontal Length-25-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 25-06-00 25 PSF 15 PSF 00-05-00 115 Member Type: - Roof Beam 1 front trap load Trapezoidal Left 00-00-00 450 PLF 270 PLF n/a 115 Number of Spans - 3 1 front trap load Trapezoidal Left 25-06-00 0 PLF 0 PLF n/a 115 Left Cantilever - No 2 side trap load Trapezoidal Left 00-00-00 600 PLF 360 PLF n/a 115 Right Cantilever - No 2 side trap load Trapezoidal Left 25-06-00 150 PLF 90 PLF n/a 115 Slope 7.1/12 Controls Summary Tributary 00-05-00 Control Type Value %Allowable Duration Loadcase Span Location Repetitive n/a Moment 11881 ft-lbs 51.9% @ 115% 6 2-Left Construction Type n/a End Shear 2296 Ibs 24.8% @ 115% 4 1 -Left Cont.Shear 5889 Ibs 63.7% @ 115% 6 2-Left Live Load 25 PSF Uplift -158 lbs 5 3-Right Dead Load 15 PSF Total Deflection L/731 (0.215") 24.6% 5 2 Part Load. 0 PSF Live Deflection L/1114(0.141") 21.5% 5 2 Duration 115 Total Neg.Defl. -0.051" 6.8% 5 3 Max.Defl. 0.215"(Limit:1.5') 14.3% 5 2 Disclosure Span/Depth 11.4 2 The completeness and accuracy of the input must be verified by anyone CAUTIONS: who would rely on the output as Uplift of-158 lbs found at span 3-Right. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis NOTES: methods. Installation of BOISE Design meets Code minimum(L/180)Total load deflection criteria. engineered wood products must be Design meets Code minimum(L/240)Live load deflection criteria. in accordance with the current Design meets arbitrary(1.5')Maximum load deflection criteria. Installation Guide and the applicable Minimum bearing length for BO is 1-1/2". building codes. To obtain an Minimum bearing length for B1 is 4-3/4". Installation Guide or if you have any Minimum bearing length for B2 is 3-1/8". questions,please call Minimum bearing length for B3 is 1-1/2". (800)232-0788 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing product installation. BC CALC®,BC FRAMER®, BCIO, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'rm, VERSA-STUD®,ALLJOIST®and AJSTm are registered trademarks of Page 1 of 2 ■ � M BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,200312:20 File Quadruple 1 3/4" x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:FBO6 Job Name - Description - main basement girder Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 4 3 5 6 2 1 Standard Load-40 PSF 110 PSF Tributary 12-00-00 AL BO B1 0306 00 08-02 00 B2 08-08-00 B3 09-00-00 B4 09-08 B5 1923 Ibs LIL1571 Ibs LL 11081 Ibs LL 18941 Ibs LL 6740 Ibs LL 2700 Ibs LL 248 Ibs DL4257 Ibs DL 3594 Ibs DL 5719 Ibs DL 1480 Ibs DL 700 Ibs DL Total Horizontal Length-39-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 39-00-00 40 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam 1 great room 1st floor loa Unf.Area Load Left 18-00-00 39-00-00 40 PSF 10 PSF 03-00-00 100 Number of Spans - 5 2 2nd floor front load Unf.Area Load Left 00-00-00 18-00-00 40 PSF 10 PSF 07-03-00 100 Left Cantilever - No 3 p.l. Conc.Pt.Load Left 11-07-00 11-07-00 1386lbs 810lbs n/a 115 Right Cantilever - No 4 p.l.from valley rafter Conc.Pt.Load Left 03-06-00 03-06-00 5691 Ibs 3167 Ibs n/a 115 5 p.l.from beam#5 Conc.Pt.Load Left 18-00-00 18-00-00 8053 Ibs 2960 Ibs n/a 100 Slope 0/12 6 p.l.from beam#3 Conc.Pt.Load Left 20-04-00 20-04-00 5625 Ibs 1716 lbs n/a 100 Tributary 12-00-00 Repetitive n/a Controls Summary Construction Type n/a Control Type Value %Allowable Duration Loadcase Span Location Moment 13759 ft-Ibs 52.7% @ 100% 2 3-Internal Live Load 40 PSF End Shear 2540 Ibs 19.8% @ 100% 2 5-Right Dead Load 10 PSF Cont.Shear 11389 Ibs 88.6% @ 100% 2 3-Right Part Load 0 PSF Uplift -879 Ibs 5 1 -Left Duration 100 Total Deflection U678(0.153') . 35.4% 4 3 Live Deflection U854(0.122') 42:1% 4 3 Disclosure Total Neg.Defl. -0.091" 18.2% 4 4 The completeness and accuracy of Max.Defl. 0.153"(Limit:1") 15.3% 4 3 the input must be verified by anyone Span/Depth 12.2 5 who would rely on the output as evidence of suitability for a particular CAUTIONS: application. The output above is Uplift of-879 Ibs found at span 1 -Left. based upon building code-accepted design properties and analysis methods. Installation of BOISE NOTES: engineered wood products must be in accordance with the current Design meets Code minimum(L/240)Total load deflection criteria. Installation Guide and the applicable Design meets Code minimum(U360)Live load deflection criteria. building codes. To obtain an Design meets arbitrary(1")Maximum load deflection criteria. Installation Guide or if you have any Minimum bearing length for BO is 1-1/2". questions,please call Minimum bearing length for B1 is 3". (800)232-0788 before beginning Minimum bearing length for B2 is 3". product installation. Minimum bearing length for B3 is 4-1/8". Minimum bearing length for B4 is 3". BC CALC®,BC FRAMER@, BCI@, Minimum bearing length for B5 is 1-1/2". BC RIM BOARD- BC OSB RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BOARD"^,BOISE GLULAM-, VERSA-LAM@,VERSA-RIMS, VERSA-RIM PLUS@, VERSA-STRANDTm, VERSA-STUD@,ALLJOIST@ and AJST""are registered trademarks of Boise Cascade Corporation.: Page 1 of 1 i sQ � BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Double 1 3/4" x 7 1/4" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:RB04 Job Name - Description - CLOSET HEADER UNDER ROOF BEAM IN BED Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398- 4144 �c 12 \�1 I I I I I Standard Load-25 PSF 115 PSF Tributary 00-05-00 BO B1 1204 Ibs LL 1204 Ibs LL 1082 Ibs DL 1082 Ibs DL Total Horizontal Length-06-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 06-06-00 25 PSF 15 PSF 00-05-00 115 Member Type: - Roof Beam 1 P.L.FROM ROOF BEA Conc.Pt.Load Left 03-03-00 03-03-00 2341 Ibs 2076 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type., Value %Allowable Duration Loadcase Span Location Moment 7301 ft-Ibs 81.0% @ 115% 2 1 -Internal Slope 0/12 End Shear 2271 Ibs 40.3% @ 115% 2 1 -Left Tributary 00-05-00 Total Deflection U388(0.201") 46.3% 2 1 Repetitive n/a Live Deflection U735(0.106") 32.6% 2 1 Construction Type n/a Max.Defl. 0.201"(Limit:1.5') 13.4% 2 1 Span/Depth 10.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(L/180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection criteria. Disclosure Design meets arbitrary(1.5')Mabmum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-12". the input must be verified by anyone Minimum bearing length for B1 is 1-12". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing evidence of suitability for a particular Member Slope=0,consider drainage. application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER@, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM@,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ n �' BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Double 1 3/4" x 7 1/4" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot7a.BCC:RB07 Job Name - Description - closet header under bed#2 valley rafter Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 551.2,BOCA 98-52,SBCCI 9852 Misc - (508) 3984144 1 Standard Load-25 PSF PSF Tributary 00 OS-00 Ak BO B1 1788 Ibs LL 1788 Ibs LL 1260 Ibs DL 1260 Ibs DL Total Horizontal Length-03-06-00 General Data Load Summary Version:. US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 03-06-00 25 PSF 15 PSF 00-05-00 115 Member Type: - Roof Beam 1 P.L.FROM VALLEY RA Conc.Pt.Load Left 01-09-00 01-09-00 3539 Ibs 2473 Ibs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 5291 ft-Ibs 58.7% @ 115% 2 1 -Internal Slope. 0/12 End Shear 3033 Ibs 53.8% @ 115% . 2 1 -Left Tributary 00-05-00 Total Deflection U997(0.042') 18.0% 2 1 Repetitive n/a Live Deflection U1698(0.025') 14.1% 2 1 Construction Type n/a Max.Defl. 0.042"(Limit:1.5") 2.8% 2 1 Span/Depth 5.8 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240)Live load deflection criteria. Disclosure Design meets arbitrary(1.5')Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing evidence of suitability for a particular Member Slope=0,consider drainage. application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning. product installation. BC.CALCO,BC FRAMER®, BCI®, BC RIM BOARDTA°,BC OSB RIM BOARD-,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND'rm, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of ' Boise Cascade Corporation. Page 1 of 2 B� TM BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Single 1 3/4" x 9 1/2" VERSA-LAM®2900 SP Name - Seminara meadow farm lot 7a.BCC:RB06 Job Name - Description - short beam runs into valley over bed#2 Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 Standard Load-25 PSF 115 PSF Tributary 10-00-00 10 zz BO E31 625 Ibs LL 625 Ibs LL 387 Ibs DL 387 Ibs DL Total Horizontal Length-05-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 05-00-00 25 PSF 15 PSF 10-00-00 115 Member Type: - Roof Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 1265 ft-Ibs 16.8% @ 115% 2 1 -Internal . End Shear 691 Ibs 18.7% @ 115% 2 1 -Left Slope 0/12 Total Deflection U2636(0.023") 6.8% 2 1 Tributary 10-00-00 Live Deflection U4267(0.014') 5.6% 2 1 Repetitive n/a Max.Defl. 0.023"(Limit:15) 1.5% 2 1 Construction Type n/a Span/Depth 6.3 1 Live Load 25 PSF Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(U1.80)Total load deflection criteria. Duration 115 Design meets Code minimum(U240)Live load deflection criteria. Design meets arbitrary(1.5')Maximum load deflection criteria. Disclosure Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as. Member Slope=0,consider drainage. evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAMTm, VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 1 f ■ BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Single 1 3/4" x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot7a.BCC:RB05 Job Name - _ Description - valley rafter over bed#2 Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs. Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 n 2 1 Standard Load-25 PSF 115 PSF Tributary 00-05-00 09-06-00 07-03 0 BO B1 B2 1898 Ibs LL 3539 Ibs LL -413 Ibs LL 1239 Ibs DL 2473 Ibs DL -10 Ibs DL Total Horizontal Length-16-09-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live ' Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 16-09-00 25 PSF 15 PSF 00-05-00 115 Member Type: - Roof Beam 1 trap load rear side Trapezoidal Right 00-00-00 0 PLF 0 PLF n/a 115 Number of Spans - 2 1 trap load rear side Trapezoidal Right 14-00-00 244 PLF 146 PLF n/a 115 Left Cantilever - No 2 trap load front side Trapezoidal Right 00-00-00 25 PLF 15 PLF n/a 115 Right Cantilever - N.o 2 trap load front side Trapezoidal Right 16-09-00 313 PLF 188 PLF n/a 115 3 p.l.from short roof bea Conc.Pt.Load Right 14-00-00 14-00-00 625 lbs 327 Ibs n/a 115 Slope 7.1/12 Tributary 00-05-00 Controls Summary Repetitive n/a Control Type Value %Allowable Duration Loadcase Span Location Construction Type n/a Moment 6972 ft-Ibs 92.9% @ 115% 4 1 -Internal End Shear 2728 Ibs 73.8% @ 115% 4 1 -Left Live Load 25 PSF Cont.Shear 3550 Ibs 96.0% @ 115% 2 1 -Right Dead Load 15 PSF Uplift -423 Ibs 4 2-Right Part Load 0 PSF Total Deflection LJ255(0.52' 70.5% 4 1 Duration 115 Live Deflection U413(0.321') 58.0% 4 1 Total Neg.Defl. -0.132" 17.6% 4 2 Disclosure Max.Defl. 0.52"(Limit:1.5") 34.6% 4 1 The completeness and accuracy of Span/Depth 12.0 1 the input must be verified by anyone who would rely on the output as CAUTIONS: evidence of suitability for a particular Uplift of-423 Ibs found at span 2-Right. application. The output above is based upon building code-accepted design properties and analysis NOTES: methods. Installation of BOISE engineered wood products must be. Design meets Code minimum(U180)Total load deflection criteria. in accordance with the current Design meets Code minimum(L/240)Live load deflection criteria. Installation Guide and the applicable Design meets arbitrary(1.5')Maximum load deflection criteria. building codes. To obtain an Minimum bearing length for BO is 2-1/8". Installation Guide or if you have any Minimum bearing length for B1 is 4". questions,please call Minimum bearing length for B2 is 1-1/2". (800)232-0788 before beginning Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing product installation. BC CALC®,BC FRAMER®, BCI@, BC RIM BOARD-,BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM@, VERSA-RIM PLUS@, VERSA-STRAND Tm, VERSA-STUD@,ALLJOIST@ and Page 1 of 2 f � Sam BC CALCO 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Triple 1 3/4" x 14" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot 7a.BCC:RB01 Job Name - Description - roof beam over bed#1 Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 �0 12 1 Standard Load 25 PSF 15 PSF Tributary 20 06 00 r BO 4322 Ibs LL 61 2341 Ibs LL 2868 Ibs DL 207676 Ibs DL Total Horizontal Length-18-06-00 General Data Load Summary - Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 18-06-00 25 PSF 15 PSF 20-06-00 115 Member Type: - Roof Beam 1 subtract for non load UnfArea Load Left 13-00-00 18-06-00 -25 PSF -10 PSF 20-06-00 115 Number of Spans - 1 Left Cantilever -.No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 30744 ft-Ibs 65.6% @ 115% 2 1 -Internal Slope 0/12 End Shear 6209 Ibs 38.0% @ 115% 2 1 -Left Tributary 20-06-00 Total Deflection L289(0.766') 62.1% 2 1 Repetitive n/a Live Deflection U492(0.451") 48.7% 2 1 Construction Type n/a Max.Defl. 0.766"(Limit:1.5") 51.1% 2 1 Span/Depth 15.9 1 Live Load 25 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 115 Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L240)Live load deflection criteria. Disclosure Design meets arbitrary(1.5')Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-5/8". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing evidence of suitability for a particular Member Slope=0,consider drainage. application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or.if you have any questions,please call (800)232-0788 before beginning product installation. BC CALCO,BC FRAMER®, BCI®, BC RIM BOARDTm,BC OSB RIM BOARD1m,BOISE GLULAMTm, VERSA-LAW,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND TM, VERSA-STUD®,ALLJOIST®and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ BC CALCO 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Triple 1 3/4" x 9 1/2" VERSA-LAM®2900 SP Name - Seminara meadow farm lot 7a.BCC:FBO5 Job Name - Description - beam over front door Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 Standard Load-40 PSF 110 PSF Tributa 0 Oi BO B1 2803 Ibs LL 4851 Ibs LL 1731 Ibs DL 2987 Ibs DL Total Horizontal Length-05-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 05-06-00 40 PSF 10 PSF 00-08-00 100 Member Type: - Floor Beam 1 p.l.from valley rafter Conc.Pt.Load Left 03-06-00 03-06-00 7507 Ibs 4604 lbs n/a 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 15579 ft-Ibs 69.2% @ 115% 3 1 -Internal Slope 0/12 End Shear 7800 Ibs 70.3% @ 115% 3 1-Right Tributary 00-08-00 Total Deflection L1743(0.089') 32.3% 3 1 Repetitive n/a Live Deflection L/1200(0.055') 30.0% 3 1 Construction Type n/a Max.Defl. 0.089"(Limit:1') 8.9% 3 1 Span/Depth 6.9 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1')Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-3/4". who would rely on the output as Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+ 1/2 intermediate bearing evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC@,BC FRAMER®, BCI@, BC RIM BOARD-,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS@, VERSA-STRAND-, VERSA-STUD@,ALLJOIST@ and AJS'""are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ■ BC CALC@ 2002 DESIGN REPORT - US Monday,January 06,2003 08:23 File Quadruple 1 3/4" x 9 1/2" VERSA-LAM@ 2900 SP Name - Seminara meadow farm lot7a.BCC:FB01 Job Name - Description - 2nd floor flush beam at stairs/dining Address - Specifier - Jay Malaspino City,State,Zip - BARNSTABLE,Ma. Designer - Jay Malaspino Customer - Company - CAD Designs Code reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc - (508) 398-4144 2 \1 Standard Load-40 PSF 119 PSF Tributary 01-04-00 m. BO B1 1763 Ibs LL 1386 Ibs LL 1028 Ibs DL 810 Ibs DL Total Horizontal Length-14-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 14-03-00 40 PSF 10 PSF 01-04-00 100. Member Type: - Floor Beam 1 p.l.from valley rafters Conc.Pt.Load Left 06-00-00 06-00-00 967 Ibs 355 Ibs n/a 115 Number of Spans - 1 2 p.l.from valley rafters Conc.Pt.Load Left 06-00-00 06-00-00 1422 Ibs 1026 Ibs n/a 115 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 15208 ft-Ibs 50.6% @ 115% 3 1 -Internal Tributary 01-04-00 End Shear 2723 Ibs 18.4% @ 115% 3 1 -Left Repetitive n/a Total Deflection U372(0.459') 64.4% 3 1 Construction Type n/a Live Deflection U589(0.29") 61.1% 3 1 Max.Defl. 0.459"(Limit:1") 45.9% 3 1 Live Load 40 PSF, Span/Depth 18.0 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1')Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a particular Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®,BC FRAMERS, BCIG, BC RIM BOARDTm,BC OSB RIM BOARD-,BOISE GLULAM-, VERSA-LAM®,VERSA-RIMS, VERSA-RIM PLUS®, VERSA-STRAND TT^, VERSA-STUD®,ALLJOISTO and AJSTm are registered trademarks of Boise Cascade Corporation. Page 1 of 2 ''J Multi-Span Floor Beam(99 BOCA National Building Code(97 NDS)1 Ver. 5.05 By:Jay Malaspino , CAD Designs on: 01-06-2003 :2:55:19 PM Protect: SEMINARA- Location: MF LOT 7A EX DECK GIRDER Summary: (3) 1.5 IN x 9.25 IN x 17.25 FT(5.8+5.8+5.8)/#2-Southern Pine- Dry Use Section Adequate By: 32.2% Controlling Factor.Area/Depth Required 7.0 In Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= 0.02 IN= U3888 Total Load: TLD-Left= 0.02 IN= U3440 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- 0.01 IN= U5698 Total Load: TLD-Center- 0.01 IN= U5618 Right Span Deflections: Dead Load: DLD-Right= 0.00 IN Live Load: LLD-Right-- 0.02 IN= U3888 Total Load: TLD-Right= 0.02 IN= U3440 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1164 LB Dead Load: DL-Rxn-A= 196 LB Total Load: TL-Rxn-A= 1360 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.53 IN Center Span Left End Reactions (Support B): Live Load: LL-Rxn-B= 3105 LB Dead Load: DL-Rxn-B= 538 LB Total Load: TL-Rxn-B= 3643 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.43 IN Center Span Right End Reactions(Support C): Live Load`. LL-Rxn-C= 3105 LB Dead Load: DL-Rxn-C= 538 LB Total Load: ' TL-Rxn-C= 3643 LB Bearing Length Required(Beam only, Support capacity not checked): BL-C= 1.43 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 1164 LB Dead Load: DL-Rxn-D= 196 LB Total Load: TL-Rxn-D= 1360 LB Bearing Length Required (Beam only, Support capacity not checked): BL-D= 0.53 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 5.75 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 5.75 FT Center Span Length: L2= 5.75 FT Center Span Unbraced Length-Top of Beam: Lug-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lug-Bottom= 5.75 FT Right Span Length: L3= 5.75 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 5.75 FT Live LoadDeflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 60.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1= 2.0 FT Floor Tributary Width Side Two: Trib-2-1= 5.5 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 450 PLF Total Dead Load: wD-1= 75 PLF Total Load: wT-1= 535 PLF Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 60.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 2.0 FT Floor Tributary Width Side Two: Trib-2-2= 5.5 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 450 PLF Total Dead Load: wD-2= 75 PLF Total Load: wT-2= 535 PLF Right Span Loading: Uniform Load: Floor Live Load: FLL-3= 60.0 PSF Floor Dead Load: FDL-3= 10.0 PSF Page:2 Multi-Span Floor Beam(99 BOCA National Building Code(97 NDS)I Ver: 5.05 By: Jay Malaspino , CAD Designs on: 01-06-2003:2:55:19 PM Project:SEMINARA-Location: MF LOT 7A EX DECK GIRDER Floor Tributary Width Side One: Trib-1-3= 2.0 FT Floor Tributary Width Side Two: Trib-2-3= 5.5 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-3= 0 PLF Total Live Load: wL-3= 450 PLF Total Dead Load: wD-3= 75 PLF Total Load: wT-3= 535 PLF Properties For:#2-Southern Pine Bending Stress: Fb= 1050 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 565 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 1200 PSI Adjustment Factors: Cd=1.00 CI=0.99 Cf=1.00 Cr-1.15 Fv': Fv'= 90 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= -2017 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: V= 1889 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 20.17 IN3 S= 64.17 -IN3 Area(Shear): Areq= 31.49 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 27.48 IN4 1= 296.79 IN4 Multi-Span Floor Beam[AISC 9th Ed ASD 1 Ver 5.05 By:Jay Malaspino , CAD Designs on: 01-05-2003: 11:54:44 AM Project: SEMINARA- Location: SPEC1129 BEAM AT 2ND STAIRS#5 Summary: A36 W8x18 x 23.75 FT(14.3+9.5) Section Adequate By: 33.5% Controlling Factor: Moment Left Span Deflections: Dead Load: DLD-Left= 0.05 IN Live Load: LLD-Left= 0.17 IN= U979 Total Load: TLD-Left= 0.23 IN= U748 Center span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- -0.04 IN= U2558 Total Load: TLD-Center- -0.05 IN= U2429 Left End Reactions (Support A): Live Load: LL-Rxn-A= 3180 LB Dead Load: DL-Rxn-A= 1108 LB Total Load: TL-Rxn-A= 4287 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 0.75 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 8053 LB Dead Load: DL-Rxn-B= 2960 LB Total Load: TL-Rxn-B= 11013 LB Bearing Length Required(Beam only,Support capacity not checked): BL-B= 0.75 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C-- 2244 LB Dead Load:. DL-Rxn-C= 516 LB Total Load: TL-Rxn-C= 2760 LB Note:Design For Uplift Loads Rxn-C-min= -498 LB Bearing Length Required(Beam only, Support capacity not checked): BL-C= 0.75 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 14.25 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lul-Bottom= 14.25 FT Center span Length: L2= 9.5 FT Center span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Boftom= 9.5 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 30.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1= 8.75 FT Floor Tributary Width Side Two: Trib-2-1= 8.75 FT Beam Self Weight: BSW= 18 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 525 PLF Total Dead Load: wD-1= 175 PLF Total Load: wT-1= 718 PLF Center span Loading: Uniform Load: Floor Live Load: FLL-2= 30.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 8.75 FT Floor Tributary Width Side Two: Trib-2-2= 8.75 FT Beam Self Weight: BSW= 18 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 525 PLF Total Dead Load: wD-2= 175 PLF Total Load: wT-2= 718 PLF Properties for. W8x18/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix= 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.39 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 35.39 Allowable Web Buckling Ratio: AWBR= 106.67 Page:2 Multi-Span Floor Beamf AISC 9th Ed ASD 1 Ver: 5.05 By: Jay Malaspino , CAD Designs on: 01-05-2003 : 11:54:44 AM Project: SEMINARA-Location: SPEC1129 BEAM AT 2ND STAIRS#5 Controlling Unbraced Length: Lb= 14.25 FT Limiting Unbraced Length for Fb=.66*Fy: LC__ 5.54 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 9.85 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 11.18 KSI Allowable fb per ASD Eqn F1-7: F1-7= 11.23 KSI - Allowable fb per ASD Eqn F1-8-. F1-8= 14.94 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 13.79 FT Allowable Bending Stress: Fb= 14.94 KSI Web Height to Thickness Ratio: h/tw= 32.52 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= -14175 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1, 2 Nominal Moment Strength: Mr- 18919 FT-LB Controlling Shear: V= 6110 LB 14.25 Ft from left support of span 3 (Right Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Nominal Shear Strength: Vr- 26960 LB Moment of Inertia(Deflection): Ireq= 22.77 IN4 1= 61.90 IN4 r Multi-Span Floor Beam[AISC 9th Ed ASD 1 Ver. 5.05 By:Jay Malaspino, CAD Designs on: 01-05-2003: 11:54:25 AM Project: SEMINARA- Location: SPEC 1129 BEAM OVER DEN/STUDY#4 Summary: A36 W8x18 x 22.25 FT(15.3+7) Section Adequate By: 36.4% Controlling Factor: Moment Left Span Deflections: Dead Load: DLD-Left= 0.05 IN Live Load: LLD-Left= 0.19 IN= U987 Total Load: TLD-Left= 0.24 IN= L/777 Center span Deflections: Dead Load: DLD-Center- -0.01 IN Live Load: LLD-Center- -0.03 IN= U3027 Total Load: TLD-Center- -0.03 IN= U2571 Left End Reactions(Support A): Live Load: LL-Rxn-A= 2906 LB Dead Load: DL-Rxn-A= 824 LB Total Load: TL-Rxn-A= 3730 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 0.75 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 7213 LB Dead Load: DL-Rxn-B= 2085 LB Total Load: TL-Rxn-B= 9298 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 0.75 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C-- 1483 LB Dead Load: DL-Rxn-C= 50 LB Total Load: TL-Rxn-C= 1534 LB Note:Design For Uplift Loads Rxn-C-min= -1276 LB Bearing Length Required(Beam only, Support capacity not checked): BL-C= 0.75 IN Dead Load Uplift F.S.: . FS= 1.5 Beam Data: Left Span Length: L1= 15.25 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 15.25 FT Center span Length: L2= 7.0 FT Center span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 40.0 PSF Floor Dead Load: FDL-1= 10.0 PSF Floor Tributary Width Side One: Trib-1-1= 5.75 FT Floor Tributary Width Side Two: Trib-2-1= 5.75 FT Beam Self Weight: BSW= 18 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 460 PLF Total Dead Load: wD-1= 115 PLF Total Load: wT-1= 593 PLF Center span Loading: Uniform Load: Floor Live Load: FLL-2= 40.0 PSF Floor Dead Load: FDL-2= 10.0 PSF Floor Tributary Width Side One: Trib-1-2= 5.75 FT Floor Tributary Width Side Two: Trib-2-2= 5.75 FT Beam Self Weight: BSW= 18 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 460 PLF Total Dead Load: wD-2= 115 PLF Total Load: wT-2= 593 PLF Properties for: W8x18/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.14 IN Web Thickness: tw= 0.23 IN Flange Width: bf= 5.25 IN Flange Thickness: tf= 0.33 IN Distance to Web Toe of Fillet: k= 0.75 IN Moment of Inertia About X-X Axis: Ix= 61.90 IN4 Section Modulus About X-X Axis: Sx= 15.20 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.39 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.95 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 35.39 Allowable Web Buckling Ratio: AWBR= 106.67 n Page:2 Multi-Span Floor Beamf AISC 9th Ed ASD 1 Ver. 5.05 By:Jay Malaspino , CAD Designs on: 01-05-2003: 11:54:25 AM Project: SEMINARA- Location: SPEC 1129 BEAM OVER DEN/STUDY#4 Controlling Unbraced Length: Lb= 15.25 FT Limiting Unbraced Length for Fb=.66*Fy: Lc__ 5.54 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 9.85 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 9.32 KSI Allowable fb per ASD Eqn F1-7: F1-7= 9.81 KSI Allowable fb per ASD Eqn F1-8: F1-8= 13.96 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 13.79 FT Allowable Bending Stress: Fb= 13.96 KSI Web Height to Thickness Ratio: h/tw= 32.52 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= -12958 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Nominal Moment Strength: Mr- 17678 FT-LB Controlling Shear: V= 5371 LB 15.25 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s) 1,2 Nominal Shear Strength: Vr- 26960 LB Moment of Inertia(Deflection): Ireq= 22.57 IN4 f= 61.90 IN4 ``y t Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver: 5.05 By:Jay Malaspino, CAD Designs on: 01-05-2003: 11:54:57 AM Proiect: SEMINARA- Location: SPEC 1129 GARAGE BEAM#6 Summary: A36 W12x40 x 32.0 FT(12+20) Section Adequate By: 106.6% Controlling Factor. Moment Left Span Deflections: Dead Load: DLD-Left= -0.01 IN Live Load: LLD-Left= -0.04 IN= U3844 Total Load: TLD-Left= -0.05 IN= U2858 Center span Deflections: Dead Load: DLD-Center- 0.09 IN. Live Load: LLD-Center- 0.18 IN= U1370 Total Load: TLD-Center- 0.26 IN= U918 Left End Reactions(Support A).- Live Load: LL-Rxn-A= 2610 LB Dead Load: DL-Rxn-A= -23 LB Total Load: TL-Rxn-A= 2587 LB Note:Design For Uplift Loads Rxn-A-min= -1781 LB Bearing Length Required (Beam only, Support capacity not checked): BL-A= 1.25 IN Center span Left End Reactions(Support B): Live Load: LL-Rxn-B= 12225 LB Dead Load: DL-Rxn-B= 5353 LB Total Load: TL-Rxn-B= 17578 LB Bearing Length Required(Beam only, Support capacity not checked): BL-B= 1.25 IN Center span Right End Reactions(Support C): Live Load: LL-Rxn-C= 5045 LB Dead Load: DL-Rxn-C= 2230 LB Total Load: TL-Rxn-C= 7275 LB Bearing Length Required(Beam only, Support capacity not checked): BL-C= 1.25 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Left Span Length: L1= 12.0 FT Left Span Unbraced Length-Top of Beam: Lul-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 12.0 FT Center span Length: L2= 20.0 FT Center span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center span Unbraced Length-Bottom of Beam: Lu2-Bottom= 20.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Live Load: wL-1= 480 PLF Dead Load: wD-1= 120 PLF Beam Self Weight: BSW= 40 PLF Total Load: wT-1= 640 PLF Center span Loading: Uniform Load: Live Load: wL-2= 480 PLF Dead Load: wD-2= 120 PLF Beam Self Weight: BSW= 40 PLF Total Load: wT-2= 640 PLF Point Load 1 Live Load: PL1-2= 2600 LB Dead Load: PD1-2= 2440 LB Location(From left end of span): X1-2= 10.0 FT Properties for..W12x40/A36 Yield Stress: Fy= 36 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 11.94 IN Web Thickness: tw= 0.29 IN Flange Width: bf= 8.01 IN Flange Thickness: tf=. 0.51 IN Distance to Web Toe of Fillet: k= 1.25 IN Moment of Inertia About X-X Axis: lx= 310.00 IN4 Section Modulus About X-X Axis: Sx= 51.90 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 2.17 IN. Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.77 Allowable Flange Buckling Ratio: AFBR= 10.83 Web Buckling Ratio: WBR= 40.47 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= 20.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc= 8.45 FT Limiting Unbraced Length for Fb=.6*Fy w/Cb: Lu= 15.98 FT Moment Gradient Bending Coefficient: Cb= 1.0 Allowable fb per ASD Eqn F1-6: F1-6= 13.64 KSI Allowable fb per ASD Eqn F1-7: F1-7= 13.9 KSI Page: 2 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 5.05 By: Jay Malaspino , CAD Designs on: 01-05-2003 : 11:54:58 AM Project: SEMINARA-Location: SPEC 1129 GARAGE BEAM#6 Allowable fb per ASD Eqn F1-8: F1-8= 17.26 KSI Elastic Limit of ASD Eqn F1-6: EL1-6= 21.52 FT Allowable Bending Stress:. Fb= 17.26 KSI Web Height to Thickness Ratio: h/tw= 36.98 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 63.33. Allowable Shear Stress: Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M= -36133 FT-LB Over left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Nominal Moment Strength: Mr- 74666 FT-LB Controlling Shear: V= 10727 LB At left support of span 3(Right Span)- Critical shear created by combining all dead loads and live loads on span(s) 1, 2 Nominal Shear Strength: Vr- 50721 LB Moment of Inertia(Deflection): Ireq= 81.47 IN4 1= 310.00 IN4 a _ Standard Features .. NOVUS AESTHETICS qr g • A beautiful,random flame dances around an arrangement of ceramic fiber logs with hand-painted detailing of split and charred areas. Glowing embers and smoldering ashes complete the took for a . very realistic wood-like fire. • Available with a standing pilot or electronic ignition start-up system using natural or L.P.gas;three l different opening sizes are also available providing a variety of choices. •"A choice of two optional upgrade features that may be installed at the factory prior to shipment: refractory lining and a fan. • 27,000 Btu/hr.input for natural gas and 25,000 Btu/hr.input for L.P.gas.for 36"models;25,000 Btu/hr input for 33"models;24,000 Btu/hr.input for 30"models. INSTALLATION AND MAINTENANCE • Entire burner and ignition controls are one platform piece that easily lifts out to provide easy € adjustments,service and future upgrades. • A 1911s"depth allows installation with the use of minimal framing materials,lowering construction costs. • Top direct vent allows installation along interior or exterior walls,below grade,or in corners. • Sealed chamber uses only outside air for combustion,helping to preserve indoor air quality and prevent , negative air pressure problems. • A flexible stainless steel gas connector,manual shutoff valve and gas knockouts provide easy installation. SAFETY STANDARDS 1, • Thermopile-thermocouple standing pilot is an industry-leading safety application. • Tempered glass with a low visibility safety fire screen has been designed with a quick access system M1 to enable removal for cleaning in seconds,without the use of tools.Glass also has a protective edge to make handling easier and safer. • A high limit switch is a built-in,standard feature on all NOVUS appliances. • Spring-loaded expansion relief door relieves any pressure that may build up inside the firebox. ' • Approved for installation in bedrooms and mobile homes. • Tested and Listed to UL Safety Standards. • One-year limited warranty. z ' 1 1 Mode! A B ' 4 C ri.. . ,� 30 Series 293/a M_'F 36'Seiies ;ir353 s 40 14s-ii" l IV, ,,33 rl fl �! 1" x 1�� Electncal �..fi N q',' - Gas Linew 4 „ ag'•S ,.1�f > f 31 Vz'`,t .; Pass,. P ass 21throughs * Through a r zu fr s � x ^� +. r8 SVz Y ,r: x 7'z�;=Sk' ,t`S7F s t' ,u #ea't " k ..�° ' ftt »i Warning:You cannot cover any of the grilles i }? on this unit as this may create a fire hazard. a When finishing the NOVUS,combustible material may be brought up to the sides of the fireplace but must never overlap the black area.The black metal may be covered with noncombustible material only such as marble,tile,stone,etc. i 1'Min.air apace. Framing ,'tlearanreldarraawle ' Dimensions mini window .;ptd—ent:. ROUGH FRAMING DIMENSIONS =48pz"min. recessed _ NOVUS 30":height-345/s";cavity depth-195/s";width-35 mot• f or pe tie t • NOVUS 33":height-345/s";cavity depth-195/s";width-38". window framing • NOV US 36":height-345/s";cavity depth-195/s";width-41 height CLEARANCES TO SURROUND/COMBUSTIBLES s • Minimum window height -551/2" A• • Minimum recessed shelf height -481/2" to/ • Minimum mantel height-41" 8 � • Top of standoffs-0";Floor-0";Back and sides of fireplace 1/2 ;Ceiling-30 • Perpendicular sidewall-1"" Mode] A." B -;:C- a CERTIFICATIONS 30"series 35 341/6" 481/4 • Certified for installation in bedrooms, 33"Series 38" 361/4"' 'S11/4 _ bed/sitting rooms and mobile homes. 36-Series 41": 383/i1" :541/4' • Consult local building codes for local installations and operational guidelines. GENERAL CONSIDERATIONS • The rough framing dimensions shown above represent the distance from stud to stud only and do not take into consideration the addition of sheetrock/drywall. • The top header may touch the standoffs,but tire distension shown here allows 1/8"to position the fireplace if frarning is constructed prior to the placement of the unit. • Wiring for an optional fan kit or remote control must be done prior to finishing the installation. • For best results,do not construct the framing until the unit is in place. • A hearth extension is not required. � I c a HORIZONTAL TERMINATION CLEARANCES Soryt. • 3"clearance required above horizontal vent. - - -Venting can • 1"clearance required atop bottom and i n - on1.terminate. .1i :6 Min.from q gsides of ve t. 25'Max. Y ventilated soffit;' within this - • Maximum horizontal run in horizontal termination:26' ar a 12'Min:fromun a tllated • Maximum vertical run in horizontal termination:25'. Z, 2 Mso fir 12': 49 • Required rise:1/4"for every 1'of horizontal run. Mi^ Mn to topof • Required vent supports:one support for every 3'of " extencrf 3 horizontal run. tole Mi • Required pipe overlap:11/4" 16a Mn n' • Effect of additional 90e elbows:reduces maximum horizontal distance by 3'. • A standard horizontal termination requires the top of the termination cap have a 18" rninimum clearance to a ventilated soffit and 12"minimum clearance to an unventilated soffit. VERTICAL TERMINATION CLEARANCES • Maximum straight unsupported rise:25'. • Maximum height:40'from the base of the appliance;minimum height:12'. • 1"clearance required around the vent on vertical installations. • Every 1'of horizontal run requires 2'of vertical rise. Aug-23-01 12:57P ADVANCED ENVIRONMENTAL 5083856622 P.01 Oct 02 00 03:07P Denise R. "owl es P. i October 02,2000 Mr, Louis Seminars P.O.Sox 1219 South Dennis,MA 02M P;.r Ott Loc ion: 46 A ru11o3r Re3d C'vntor:il14. MA. Removal,Cleaning&Maposal of one 275 Gallon Basement Tank $450.00 Removal,Cleaning&Disposal of one 55 Gallon Drum(from garage) $50.00 Romdval and Disposal of#2 Fuel and Kero(Drum) 75 Gallons $40 $46.00 Equipment-Generator(No Power On Site) $30.00 N/C TOTAL OUR UPON RECEIPT itids-oo TEMA: Payable Due Upon Receipt 1.5%Service Charge on All Accounts Over 30 Days TMIa you for*1bW#W A*Aw@d Eff#*OQ/11A1M$wvJm to wiftl you alffi yw enwomtwft)1lA�S. Multi-Span Floor Beam[99 BOCA National Building Code (97 NDS)1 Ver: 5.05 By:Jay Malaspino ,CAD Designs on: 01-06-2003 : 3:03:30 PM Project: SEMINARA-Location: MF LOT 7A SCRND PORCH GIRDER Summary: (3) 1.5 IN x 9.25 IN x 14.25 FT(4.8+4.8+4.8)/#2-Southern Pine-Dry Use Section Adequate By: 10.0% Controlling Factor:Area/Depth Required 8.41 In Laminations are to be fully connected to provide uniform transfer of loads to all members Left Span Deflections: Dead Load: DLD-Left= 0.00 IN Live Load: LLD-Left= 0.01 IN= U5217 Total Load: TLD-Left= 0.01 IN= U4294 Center Span Deflections: Dead Load: DLD-Center- 0.00 IN Live Load: LLD-Center- 0.01 IN= U7644 Total Load: TLD-Center- 0.01 IN= U7469 Right Span Deflections: Dead Load: DLD-Right= 0.00 IN Live Load: LLD-Right= 0.01 IN=U5217 Total Load: TLD-Right= 0.01 IN=U4294 Left End Reactions(Support A): Live Load: LL-Rxn-A= 1272 LB Dead Load: DL-Rxn-A= 352 LB Total Load: TL-Rxn-A= 1624 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 0.64 IN Center Span Left End Reactions(Support B): Live Load: LL-Rxn-B= 3391 LB Dead Load: DL-Rxn-B= 967 LB Total Load. TL-Rxn-B= 4359 LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 1.71 IN Center Span.Right End Reactions(Support C): Live Load: LL-Rxn-C=• 3391 LB Dead Load: DL-Rxn-C= 967 LB Total Load: TL-Rxn-C= 4359 LB Bearing Length Required(Beam only, Support capacity not checked): BL-C= 1.71 IN Right End Reactions(Support D): Live Load: LL-Rxn-D= 1272 LB Dead Load: DL-Rxn-D= 352 LB Total Load: TL-Rxn-D= 1624 LB Bearing Length Required(Beam only, Support capacity not checked): BL-D= 0.64 IN Dead Load Uplift F_S.: FS= 1.5 Beam Data: Left Span Length: L1= 4.75 FT Left Span Unbraced Length-Top of Beam: Lu1-Top= 0.0 FT Left Span Unbraced Length-Bottom of Beam: Lu1-Bottom= 4.75 FT Center Span Length: L2= 4.75 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.75 FT Right Span Length: L3= 4.75 FT Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 4.75 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Left Span Loading: Uniform Load: Floor Live Load: FLL-1= 85.0 PSF Floor Dead Load: FDL-1= 25.0 PSF Floor Tributary Width Side One: Trib-1-1= 7.0 FT Floor Tributary Width Side Two: Trib-2-1= 0.0 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-1= 0 PLF Total Live Load: wL-1= 595 PLF Total Dead Load: wD-1= 175 PLF Total Load: wT-1= 780 PLF Center Span Loading: Uniform Load: Floor Live Load: FLL-2= 85.0 PSF Floor Dead Load: FDL-2= 25.0 PSF Floor Tributary Width Side One: Trib-1-2= 7.0 FT Floor Tributary Width Side Two: Trib-2-2= 0.0 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-2= 0 PLF Total Live Load: wL-2= 595 PLF Total Dead Load: wD-2= 175 PLF Total Load: wT-2= 780 PLF Right Span Loading Uniform Load: Floor Live Load: FLL-3= 85.0 PSF Floor Dead Load: FDL-3= 25.0 PSF I,f, Page:2 Multi-Span Floor Beamf 99 BOCA National Building Code(97 NDS)1 Ver: 5.05 By:Jay Malaspino, CAD Designs on: 01-06-2003 : 3:03:31 PM Project: SEMINARA- Location: MF LOT 7A SCRND PORCH GIRDER Floor Tributary Width Side One: Trib-1-3= 7.0 FT Floor Tributary Width Side Two: Trib-2-3= 0.0 FT Beam Self Weight: BSW= 10 PLF Wall Load: Wall-3= 0 PLF Total Live Load: wL-3= 595 PLF Total Dead Load: wD-3= 175 PLF Total Load: wT-3= 780 PLF Properties For.#2-Southern Pine Bending Stress: Fb=. 1050 PSI Shear Stress: Fv= 90 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc peril= 565 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 1201 PSI Adjustment Factors: Cd=1.00 CI=0.99 Cf=1.00 Cr-1.15 Fv': Fv"= 90 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= -1984 FT-LB Over right support of span 1 (Left Span) Critical moment created by combining all dead loads and live loads on span(s) 1,2 Controlling Shear: V= 2270 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 19.82 IN3 S= 64.17 IN3 Area (Shear): Areq= 37.84 IN2 A= 41.63 IN2 Moment of Inertia(Deflection): Ireq= 20.48 IN4 1= 296.79 IN4 5 FROM CQP.STAL..H.U.A.C. FAX NO. : 5085864634 Feb. 03 2003 02:36PM P2 92/03'2603 . 07:Il 7819422531 INTEURATECH SOLUTION rHua .ul RCBIIJSOt4 PLUMBING 5W'rr-I .Y IISR Heat moss O&.lculation 0104547 07/02/03 .lob Name ;U.pT 7A MEADOv FARM Job Location :DENNIS, MA whol**aler :ROSINSON $kJPPLY :00AST44. HCATI,NG Prepared �3y -,7XM SARNEY lob Reviarks :6EMjt ARA CONSTRUCTION Roomp Room game Factor- Roam Sire ETU Loa$ Ft 50"board I STUDY'TDE�1 -_- �....2..00 .9-X-id X I$ L1,301.e000 70.5 2 BACK HALLWAY S,0Q 9 X 6 X 11. 2.458.5600 4.5 3 DREAKFAST N. 4.00 9 X 17 X 14 1.2,.164.200 22.1 4 K I70HEN 5.00 9 X 10 X 16 640.0000 1.2 5 GREAT ROOM 6.00 9 X 19 K 21 1.9,426.0800 36.3 6 POWDER Room 7-00 9 X 6 X 6 .144.0000 0.3 7 DINNING PCOM S.00 9 X 12 X 14 5,009_2800 9.1, 8 FOYER 10 00 14 X 9 X 16 6,788.4800 :t?_•3 9 KD 2 10.00 9 X 14 X 14 7,459'.8400 .15,6 10 LAUNDRY 1.1.00 9" X a X a 659,2000 1.2 11. SATH 12.00 9 X 8 X 6 230.4000 0.4 1.9 BEO T. 13.00 9 X 2X X 16 11,231. .0400 20.el .15 SED u 14..Or) 9 X 16 X .1�, 7,048.9600 ►2,8 14 SATm 15.00 9 K 8 X 8 307.2000 .k 0.6 .15 MAST BED 16.OQ 9 X 1.4 X 20 11,302.40uo 20.5 1.4 HAST sww 17.00 ? X 16. X 12 5,315-52:00 0.7 17 MAST CLOSET !$.00 9 X 16 X 7 44E ,0000 0.6 Totals 101,937.2800 18$.3 * STU Calculax'tions have been increase(I 20% wo allow for extra heat in bathroom. Dimensional Data Sq. Ft_ Sq. Ft,. ac4. Ft. sq. Ft. Cu. Ft. :;q. wt. Room* Net Wall rla�& exp uei11,ng exp rloor Volkime t iYinq 4rea 1 76 1.22 0 210 � ,c qo 21.E 2 3Q 24 0 66 �04 Erb E,1 12�3 0 2 8 2,1�4a: 23S A 0 0 0 160 1,440 160 396 08 0 3,99 3.591. -599 & L: 0 G .6 324 36 7 72 :36 0 168 1,512 168 ;� 29A �i2 d 128 1 ,792 128 19 1" 36 196 0 1.764 196 10 '72 0 64 0 576 64 .11. 0 0 46 4 432 48 1.2 390 24 3:56 0 3.024 336 13 1.00 44 256 0 2,�50 Z 256 14 0 0 64 0 576 n4 1!" 278 46 320 0 2,880 320 :L,i 54 w6 192 0 1,728 1.92 17 0 0 r FROM : COASTAL H.V.A.C. FAX NO. : 5085864634 Feb. 03 2003 02:37PM P3 02/03!2003 07:11 7819422591 INTEGP4T6N 57LU11UN ROBINSON PLUMSING S PPLY L$R Hwat Loss CalcUla.t:ion #1.04547 02/02/03 lob Name -LOT 7A MZ-',A0 -W FARM Job Location ,DENNIS, NIA wlFo18s41er -RC)BINSON SUPPLY cantr,,actor :00ASTA.- HEATING Pr'•eoetrod By -. JIM DARNBY 4ob RemArks :SEMINARA CONSTRUCTION Total 21022 - 646 1,5t�m 1,403 17 ,J77 i•,?741 _ STU Heat Liss Data Roomw Well Lo1rs Glaer-• Ceiling Floor infiltration Total BTU 1 -- - _425.60 5,,953.�60 0. 00 840.00 4.0$2.40 �11:301.bQ 2 168.OQ 11171.20 0.00 264.00 8.55.36 u41.60 6,246.40 0.00 952.00 4,626.72 12,16�a.72 4 0.00 0.00 0.00 64040 0.00 $40.00 5 7,217.60 5,210.40 v.00 1,,SS6.00 10,342.06 19,,426.05 6 0«00 0.00 0.00 144.00 0.00 1.44.00 7 403.20 1.,7$6.80 0.00 672.00 2,17.7.28 S,009.28 8 1,6.46.40 2,049.60 0.00 51,2.00 2,580.48 6,7$8.48 9 1,108.80 1.,7.56.80 '794.00 0.00 .+3,810,24 7,459.84 10 403.20 0.00 256«00 0.00 0.00 6.59.20 11 0.00 0.00 230.40 0.00 0.00 ;?30.40 17 2,1$4.00 1,171.20 1,$44.00 0.00 6153A.P4 1.1,231.04 13 1560.00 2,147.20 1,024.00 0.00 3,317. 76 7,04a.96 .14 0_00 0.00 307.20 0.00 0.00 307.20 IS 1 ,556.80 2,244.80 1,280.00 0.00 61220.80 11,302.40 316 302.40 1,7SS.80 765-00 0.00 7,488.32 5,615,52 17 0.00 0.00 448.00 0.00 0.000 448.00 Total, 11,31t3 31,525 6,442 . 5,620 47,033 101,937 11 31 6 6 46 100 The aaerage 8TO per Sq. Ft, of Livir►q Area Is 34.06 The average STU per Cu. Ft. 'of Living Area is 3.70 Factors used in Meat Lass Calcular.ionea Factor* wall Glass Ceiling Ploor In•filtra STU Oratpvt Temp w..................._..--......�_w........wer......w..�-.......•w«..-....«.w.....w.ww...w...,...r.,.--_...,..-�.- w.........w•........... ....aw«v...w.......w ww,- 2 0.07 0.61 0105 0.05 0.27 55Q 6o 3 0.07 0.61 0.05 0.05 0.1.8 $50 80 4 0.07 0161• 0.06 0.05 0.27 550 $0 3 0,07 0.61 0.+05 0.05 0.00 550 ao 6 0.0"1 0.61 0.05 0.0s 6,:6 $$0 3o 7 0.07 0,64, 0.05 0.05 0.00 550 89 8 0,07 0.61. 0.05 0-as 0.18 $50 SQ 9 0-07 0.G1.. 0.05 0,05 0.1a 550 80 10 0.07 0„6 0.05 0.05 01.27 5150 80 r FROM : C A$TAL H.V.A.C. FAX NO. : 5085864634 Feb. 03 2003 02:37PM P4 y21o3/2k�e3 07,Z1 INTEuRA.TECH SOLUTION HALT J° E19422591 POSINSON PL,UMBINO SUPPLY Z,BC2• 'Heat 1,oss Col.C;ulati0n #.104w47 02/02/03 a0b Name ;0T 7A MEADOW FARM job LOcstion :DENNIS, MA Wholezal.er :R081NG.0N SUPPLY Contractor :CaASTAL HEATING Propared BV :JIM 8PRNEY RLmav'K5 :SCMINARA C0h4STRUCTI0N 11. 0.01 0.61 0.05 0.05 0,00 550 80 12 0.07 0.61 0.05 0.05 0.00 ,y 40 8Q 13 0.07 0.61 0.05 0.05 0-27 .550 f3C1 L4 0.07 0.61 0.05 0.05 0.18 550 i8Q 1...5 0.07 0.61 0.05 0.05 0.00 $50 so 1.6 0.07 0.61 0105 0105 0.27 550 810 17 0.07 0-61. 0.05 0.05 0.1.8 560 $0 18 0,07 0-61 o.Q5 0.05 0.00 1560 so QUITCLAIM DEED Property address: Lots 3, 4, 7 & 8 Meadow Farm Road, Centerville, MA Plan Book 558, Page 78 I, LOUIS J. SEMINARA, Trustee of FULLER FARM REALTY TRUST under declaration of trust dated as of May 16, 2000 and recorded Book 13189, Page 1 at Barnstable County Registry of Deeds, for nominal consideration of less'than One Hundred Dollars ($100.00) paid, hereby grant to LOUIS J. SEMINARA JR., of 93 Coles Pond Rd., South Dennis, MA. with QUITCLAIM COVENANTS The parcels of land situate in Barnstable (Centerville), Barnstable County, Massachusetts, being described as follows: The parcels of land shown and known as Lots 3, 4, 7 & 8 on a plan of land entitled "Fuller Farms Subdivision #777 Definitive Subdivision Plan of Land in Centerville (Barnstable), MA, Prepared for Fuller Farm Realty Trust, Scale: 1" =40', Date: April 20, 2000, Revised Date: June 5, 2000 Add Parcel B, Notes" , said plan recorded in Plan Book 558, Page 78. I further certify as follows: 1) I am the sole trustee;, 2) The Declaration of Trust has not been altered, modified, amended or terminated since its recording, except as may already appear of record at said Registry of Deeds; 3) No beneficiary is a.minor, incompetent, a corporation selling all or substantially all of its . assets, or a personal representative of an estate subject to tax liens; 4) The beneficiaries of the Trust have authorized and directed the Trustee to execute this deed. For'Grantor's title reference see deed recorded at Barnstable County Registry of Deeds in Book l?l 89, Pages 6 and 61. WITNESS my hand and seal this 27th day of February; 2001 FULLER ASSOCIATES REALTY TRUST' LOU SEMINARA, Trustee, COMMONWEALTH OF MASSACHUSETTS y Barnstable, ss February 27, 2001 ' Then personally appeared before me the above-named LOUIS J. SEMINARA,`Trustee of ° FULLER ASSOCIATES REALTY TRUST and acknowledged the foregoing instrument to be his free act and deed as aforesaid, before me. 7N ary Pu 1 son Esq. mission expires:.11/6/03 g\deeds\fuller.seminaraL ,. ,yoF(HE Tp� The Town of Barnstable ai ~� BARE. =ASS9' Department of Health Safety and Environmental Services i63 �0 Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: 4-.I% Map/Parcel:_�g`I/// �r-G 0 5 Project Address: IK/6"Pa"61rz,n lfb- ep-re,,$uilder: �At�N The following items were noted on reviewing: ►1�/�STY¢�z 35ry»7' Co&J- SAC , Gu, 7/4 In.-74- RN 3/YPI 1gI7- /V-a 7-CH 0 1 Z-/ .)fp, 'q-4 L u m evq �rr92:5' /�"l��Xrsry`FGa�,rs a �icac,.uo A TvC� i/iuST 1� r,P �LS� AN� ' 46-d, g��DD �Ut i�D �Ga Gas C1NTP�L,4TG�' b"rz rw r�E,Y �i¢>:rru2s Reviewed by: Date: - 7 Permit Number MECcheck Compliance Report Checked By/Date Massachusetts Energy Code MECcheck Software Version 3.3 Release lb Data filename: C:\Program Files\Check\MECcheck\MFLOT7A.cck CITY:Barnstable STATE:Massachusetts HDD:6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached DATING SYSTEM TYPE: Other(Non-Electric Resistance) DATE: 01/08/03 DATE OF PLANS: 1/8/03 PROJECT INFORMATION: LOT 7A MEADOW FARM CENTERVILLE,MA. COMPANY INFORMATION: SEMINARA CONSTRUCTION&REALTY SEMINARA CONSTRUCTION&REALTY EAST DENNIS,MA (508) 385-2605 NOTES: PREPARED BY CAD DESIGNS (508) 398-4144 COMPLIANCE:Passes Maximum UA=735 Your Home=731 0.5%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 2442 30.0 0.0 85 Skylight: VS 606: Wood Frame,Double Pane with Low-E 14 0.420 6 Skylight:VS 601:Wood Frame,Double Pane with Low-E 8 0.420 4 Wall 1:Wood Frame, 16" o.c. 4080 13.0 0.0 269 Window: 24310: Vinyl Frame,Double Pane with Low-E 10 0.340 3 Window: 1842: Vinyl Frame,Double Pane with Low-E 16 0.340 6 Window:2446: Vinyl Frame,Double Pane with Low-E 119 0.340 40 Window: 3062: Vinyl Frame,Double Pane with Low-E 16 0.340 5 Window:AXW 51: Vinyl Frame,Double Pane with Low-E 15 0.330 5 Window:AFC22: Vinyl Frame,Double Pane with Low-E 8 0.310 2 Window: AFFW 501: Vinyl Frame,Double Pane with Low-E 6 0.310 2 I L% Window: CTCW2: Vinyl Frame,Double Pane with Low-E 7 0.300 2 Window: SE 315: Vinyl Frame,Double Pane with Low-E 16 0.310 5 Window:DHT 41010:Vinyl Frame,Double Pane with Low-E 5 0.330 2 Window:DHT 2010: Vinyl Frame,Double Pane with Low-E 4 0.330 1 Window:DHT 2810: Vinyl Frame,Double Pane with Low-E 31 0.330 10 Window:41056: Vinyl Frame,Double Pane with Low-E 58 0.310 18 Window: 2862: Vinyl Frame,Double Pane with Low-E 55 0.340 19 Window:2856: Vinyl Frame,Double Pane with Low-E 130 0.340 44 Window:2056: Vinyl Frame,Double Pane with Low-E 25 0.340 8 Door:3068 W/SIDELITES: Solid 34 0.350 12 Door: 3068: Solid 22 0.350 8 Door:2868: Solid 19 0.350 7 Door:FWG 60611: Glass 42 0.330 14 Door:FWG 80611: Glass 55 0.330 18 Door:FWG 12061 L Glass 83 0.330 27 Door:FWT 6011: Glass 7 0.320 2 Door:FWT8011: Glass 9 0.320 3 Door:FWT 12011: Glass 13 0.320 4 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1602 19.0 0.0 75 Floor 2: All-Wood Joist/Truss,Over Outside Air 768 30.0 0.0 25 Furnace 1:Forced Hot Air, 85 AFUE/ COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection Checklist. The heating load for this building, and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions fo ie Co The HVAC equipment selected to heat or cool the building shall be no greater than 12 of th esign loa s s cified in Sections 780CMR 13.10 and J4.4. ,- Builder/Desi r'\ Date -- �-Q MECcheck Inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.3 Release lb DATE: 01/08/03 Bldg. Dept. Use Ceilings: [ ) 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ J 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] ( 1. Window: 24310: Vinyl Frame,Double Pane with Low-E,�U-fac_tor:_0.3401 For windows without labeled U-factors, describe features:' r4 Panes 1 Frame Type (Thermal Break?'[ ]Yes [ ]No Comments: [ ] 2. Window: 1842:Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window:2446. Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window: 3062:Vinyl Frame,Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ) 5. Window:AXW 51:Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Window: AFC22:Vinyl Frame,Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window:AFFW 501:Vinyl Frame,Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors, describe features: J #Panes Frame Type Thermal Break?{ )Yes[ ]No Comments: [ ] 8. Window: CTCW2-. Vinyl Frame,Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 9. Window: SE 315: Vinyl Frame,Double Pane with Low-E,U-factor: 0.310 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?{ ]Yes[ ]No Comments: [ ] 10. Window:DHT 41010: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 t For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 11. Window:DHT 2010: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ J Yes[ ]No Comments: [ ] 12. Window:DHT 2810: Vinyl Frame,Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 13. Window: 41056: Vinyl Frame,Double Pane with.Low-E,U-factor: 0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 14. Window: 2862: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 15. Window: 2856: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 16. Window: 2056: Vinyl Frame,Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: Skylights: [ ] 1. Skylight:VS 606:Wood Frame,Double Pane with Low-E,U-factor:0.420 For skylights without labeled U-factors, describe features: #Panes . Frame Type Thermal Break?[ ]Yes[ J No Comments: [ ] 2. Skylight:VS 60L Wood Frame,Double Pane with Low-E,U-factor: 0.420 For skylights without labeled U-factors, describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door: 3068 W/SIDELITES: Solid,U-factor: 0.350 Comments: [ ] 2. Door: 3068: Solid,U-factor: 0.350 Comments: [ ] 3. Door: 2868: Solid,U-factor: 0.350 Comments: [ J 4. Door:FWG 60611: Glass,U-factor: 0.330 #Panes . Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 5. Door:FWG 80611: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 6. Door:FWG 120611: Glass,U-factor: 0.330 #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 7. Door: FWT 6011: Glass,U-factor: 0.320 #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: 8. Door:FWT801 L Glass,U-factor: 0.320 #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] I 9. Door:FWT 12011: Glass,U-factor: 0.320 #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation I Comments: [ ] I 2. Floor 2: All-Wood Joist/Truss, Over Outside Air,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] I 1. Furnace 1: Forced Hot Air, 85 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ j I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. I ' Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating Equipment must be provided. [ ] I Insulation R-values,glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. I Duct Construction: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ ] I Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping Svstem Types Range F 2"Runouts 1"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) i A , 4Z TEST HOLE LOG / DATE: JULY 11, 2000 P-9799 SOIL EVALUATOR: D. OJALA WITNESS: D. MIORANDI PERC RATE:. < 2 MIN./IN. 48.0 / 0" 48.0 0" Ap SANDY LOAM Ap SANDY LOAM (( 10YR5/3 10YA5/3 47.5 6" 47.5 6" B = LOAMY SAND B LOAMY SAND - � 2.SY6/4 2.5Y6/4 45.5 30" 45.5 30" C - MEDIUM TO C = MEDIUM TO COARSE SAND F�L y COARSE SAND / 2.SY7/4 B 2.SY7/4 *" 35.5 150" 36.5 138" 44,o13 NO WATER ENCOUNTERED \ DESIGN DATA J \\`� �• ` DAILY FLOW: (4) BDRMS. x 110 GPD = 440 GPD doe �• moo. SEPTIC TANK: 440 GPD x 200% = 880 GPD zoii \ USE: 1500 GALLON PRECAST SEPTIC TANK 50 LEACHING FACILITY: USE: (3) 500 GAL. PRECAST DRYWZLLS LINED WITH 4' OF DOUBLE WASHED STONE CAPACITY: r �-- SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD e IN,\� j O✓61�L1�y '��`� �� ME6�tat� , +z NOTES: ' 1. 'ALL PIPE TO BE 4" DIA. SCH 40 PVC. Sp OF 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN iTEHEN 6" OF FINISH GRADE. „ 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. - q, 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. Np 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2" LAYER OF 3/6" PEASTONE OVER IN"-Vt- DOUBLE MASHED STONE �' (, c , --- 1 i(o-0i -------------___----- ALL AROUND "1 r .TOP OF FOUND. + @ ELEV.1j p,o ----_-------�--_ "j�oP 2 EL• 45.7 8d(Tart SEPTIC SYSTEM PROFILE SITE SEWAGE. PLAN FOR GENERM_NQTES LOT 7A FARM MEADOW ROAD CENTERVILLE, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABM AND UNDERGROUND, 110k TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLLANCS WITH �T 310 CMR 15. 00: TITLE V. SEMINARA COlr*T ST . CORP . 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. DATE: JULY 16, 2001 SCALE : 1" = 40' 4. ALL DISTURBED ARBA3 TO LOANED AND SEEDED. 5. CONTRACTOR TO PROVIDI-24 HOUR NOTICE FOR ANY ;.,Fysy REQUIRED INSPECTIONS. WELLER '& .ASSOCIATES u1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE, MA 02632 APPROVED BY: TEL: (508) 775-0735 FAX: (508) 775-0754 �L , E 1 4 Z - / TEST HOLE LOG / DATE: MMY 11, 2000 P-9799 SOIL EVALUATOR: D. OJALA WITNESS: D. MIORANDI PERC RATE: < 2 MIN./IN. 8.0 AP a SANDY LOAM Ap - SANDY LOAM 0. 10YR5/3 10YR5/3 47.5 6" 47.5 6" B e LOAMY SAND B e LOAMY SAND 1 1 2.5Y6/4 2.5Y6/4 �/, / �1?/ � / ✓� 45.5 30" 45.5 30" C e MEDIUM TO C = MEDIUM TO COARSE SAND COARSE SAND / 2.5Y7/4 2.5Y7/4 J / ( 7q 35.5 150" 36.5 138" NO WATER ENCOUNTERED oo \ DESIGN DATA J � J \v ✓ �� DAILY FLOW: (4) BDRMS. x 110 GPD = 440 GPD SEPTIC TANK: 440 GPD x 200% = 880 GPD USE: 1500 GALLON PRECAST SEPTIC TANK 50 LEACHING FACILITY: USE: (3) 500 GAL. PRECAST DRYWELLS LINED WITH 4' OF DOUBLE WASHED STONE ro CAPACITY: SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD 48 Zen, 1 1 � - s �.• -. iVR4 - . 4o -r i- r=L. 4-Z.�. NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. ZN OF 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. ;v (� 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. lilt I, 6. INSTALL GAS BAFFLE IN OUTLET TEE. y 2" LAYER OF 3/8" PEASTONE OVER - ! ALL AA,ODOUBLE WASHZD STONE TOP OF FOUND. + @ ELEV.rjp.0 =_____ ___-�______ 'rpP Q EL• '95-7 `'�G.00 4-;-S3 a - Sai'rar(�F.L. �.ao gG.5o '�` SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES LOT 7A FARM MEADOW ROAD . CENTERVILLE, MA I CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COKPLIANCE QITH 310 CMR 15. 00: TITLE V. l 'r SEMINARA COL`I ST • CO" ., 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE` DETERMINATION. DATE: JULY 16, 2001 SCALE: 1" = 40' 4. ALL DISTURBED AREAS TO LOANED AND SEEDED. S. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. _- WELLER & ASSOCIATES 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: — 4 Z TEST HOLE LOG DATE: JULY 11, 2000 P-9799 �A SOIL EVALUATOR: D. OJALA / �`t- WITNESS: D. MIORANDI PERC RATE: < 2 MIN./IN. 48.0 / 0^ 48.0 0" Ap SANDY LOAN Ap SANDY 10AK 47.5 I0YR5/3 6" 47.5 10YR5/3 6" B LOONY SAND B LOAMY SAND 2.5Y6/4 2.5Y6/4 45.5 30" 45.5 30^ C MEDIUM TO C - MEDIUM TO COARSE SAND COARSE SAND / 2.5Y7/4 8 2.5Y7/4 O r / ( " 35. 150" 36.5 138" q 44 NO WATER ENCOUNTERED DESIGN DATA � p� L / DAILY FLOW: (4) BDRMS. x 110 GPD = 440 GPD -.1 SEPTIC TANK: 440 GPD x 200% = 880 GPD n Ao USE: 1500 GALLON PRECAST SEPTIC TANK 4P'VOt [��• 50 LEACHING FACILITY: USE: (3) 500 GAL. PRECAST DRYWELLS LINED WITH 4' OF DOUBLE WASHED STONE ' \ CAPACITY: l SIDEWALL: 93 x 2 x 0.74 = 137.6 `X\ !" \ BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.9 GPD �J key � 1 (�LJS 44- NOTES: 1. ALL PIPE; TO BE 4" DIA. SCH 40 PVC. �SH OF 2. PIPE TO BE: LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. l\ , 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN NSTMN y 6" OF FINISH GRADE. ! RUMBA 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6" LAYER OF STONE. I; 6. INSTALL GAS BAFFLE IN OUTLET TEE. I. 2" LAYER Of 3/0" PEASTONE OVER �y --._-----.------_` "-1►Y' DOi18LE 101S1OID STONE ......................... ALL AROUND I C, TOP OF FOUND. t @ ELEV.95D.o :::_ �:::::::aw:::. '(oP a EL, rz, ...... - ..jt7oa 4;; S-s �.� SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES LOT 7A FARM MEADOW ROAD CENTERVILLE , MA 1. ' CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15. 00: TITLE V. SEMINARA CONST . CO" . 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LiNE DETERMINATION. DATE: JULY 16, 2001 SCALE: 1" = 40' 7, Z�3 4. ALL DISTURBED AREAS TO LOANED AND SEEDED. tlA•�l, 5. CONTRACTOR TO PROVIDE 24 F10L92 NOTICE FOR ANY REQUIRED INSFSCTIONS. WELLER � ASSOCIATES , 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE, MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: �I 06 . QOVZC 15 4. 2 R A t P LOCUS, aIV n W 2 h u tq4 Y¢p¢ =0�0� JgVm r 4o t o' LOCUS MAP SCALE 1"- 2000' m�,jq n FOR REGISTRY USE - _ ASSESSORS MAP 189 PARCEL 118 IRA FLOOD ZONE C •40 BRB 2 O BAf2NSTABLE PANEL 0250001 0015 C. FND. BRB - W Wy ZONING: RD-1 43,560 FT - MIN AREA AUGUST 19, 47 1985`' - N7I[['03•W _FND mod - FRONTAGE 20'MIN. GROUNDWATER OVERLAY DISTRICT:AP 152'62• S)1010 (>lE) E FrJ SETBACKS: FROM - 30 FT MUNICIPAL WATER 15 AVAILABLE S7026'IO" �-�ER SIDE - 10 FT OWNER OF RECORD: J.48. 1pj•25• f 21g.62•. ROAD OpUNN WPV 05 qp"E REAR - 10 FT - IVAR JOHNSON WIIOVf ( 40 14816% REF: DEED BOOK 1382 PACE 273 ro°j CONSE�;4HC - R1110 PLAN BOOK 291 PAGE 55 y'1'¢d' ARFA „01 `/p TOTAL AREA OF PARCEL - 525,770 SF(12.07 ACRES) yy��'o. /' �.� _ o! 0 AREA OF PROPOSED LOTS - 475.676 SF 11.25 ACRES)* i N) I m '1• 0 _ AREA-OF PROPOSED ROAD -32.514 SFt ( ) &go l a26 IPyy a 155*2 AREA OF PARCEL A- 3,033 SFt IJ0.5g•�� _ �� N 80'25'20'E AREA OF PARCEL B - 14,547 SFt o ze I If CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS 20c�y / PARCEL A OF THE REGISTRARS OF DEEDS EFFECTIVE JAN. 1, 197 e:o g6 W 4 / NOT A BUILDING LOT AND AS AMEND JAN. 7, 1988 - m a�i' r' j 3033 SO.FT o - h o II6N° N y /ry o h i� O A ea, ^) LOT 1 "n° o N �' 1.a w /�V - Gl'o 43,561 S.F. / 0 ARNE H. 047E y qVa ° Ury�N (1.01)ACRES) ry ^nNj a / PxP/A-16.74 Jo3 ypy N 4�.WN (4iC^ o_J NOTE: U Q� / ,YyN op ST O� F+Wy Wd¢V BOUNDS WILL BE SET ON EACH LOT ,� oy'4 / c3ioW /6k'N8 Z•yg� q�m TO DELINEATE THE WILD LIFE Lwy / �owH 38 5.09•II �Q) _m CONSERVANCY AREA 4p.63• wN6J•1 i�� $-k N720731 h'h 1�.` 20.45801ti, ry0� alY}4 0'N o 0 66.47• N7I.19'48,Y N 22'07' �,Ngg`1$? .N6q•IS - p�� N72'46'121Y i'v u 73.95. )g.8)�w` 149.g 2wO�n 218.5LOT 2 3• '� �' a ¢L' ti/ i>; °• ppp�J..\VVJ>;� If o h7 m DRAI GE 44,540 S.F. m, 0. 20.00 MENT (1.02 ACRES) j/ 1`�`�• Jy o Y j.%gga� IFm �•> r+ l 'o PxP/A-21.89 'uN w?•^li •oi./m LOT 3 'fib 0 ¢- O� h N�rv/ry 44,610 S.F. y/ (1.02 ACRES) b N70.4T04'1v (\ ,o• 3e�m / 318,35. /. 1//•�� PxP/A=16.49' 11i�o 4 0' / 'O ^�J. If 10'WIDE j a, J 50.2 1' a q7•� W SLOPE LOT 4 ,fO g v EASEMENT ;. 43.612 S.F. o tiw o 0'WIDE (1.00 ACRES) g oWQ N 74'43*04• SLOPE W EASEMENT'laL ro qU`i b'^on' J�o�+'� PxP/A=20.98 ^mi -nil• 14 ^ W- m p�r, N o a �_J h ; I^ Y ,o lu �N./h SLOPE EASEMENT L=6.57' j Z (� -u'-m 20'WIDE �rogR-40.00 j p'0 3 $m ^ O ; LOT 5 e�� AuI�, L-25.09 358.72, I_ V`:: 44,258 S.F. 5:�� R-40.00 N 78'J7.06"W r (1.02 ACRES) 00 / /s, oa SLOP FA.S@:MEN 106.99, � .;. LOT 6 rn e o! ©®V C '✓�U I S 56•J i 5.667 S.F. ��' h',o ,•1 OOi O6. 1.05 ACRES) g 626.2), q0� ^ h�m N89'S7'S 'N 0" 'F�? g�A , -I, 8p0?g•f V o,e 0 �o0i•• 306.48' �S SO _ aT`.� , ci.`s' PxP/A-18.84 ry a m v L= h+ W 100. ?yy 21.70j o _ m o` c `-_ss' 2a" 'oh9', •+ ,10. VLy, c�-0 .=my I.3 LOT 7 �oi` ) f a'S, +,o h•! '� 2 m 93.713 S.F. �' 21.3. `rv.'P:• _�--, DEa�SE +''•y/yo.h°i qW W (2.15 ACRES) h� �J1�1f/�56'32. ..W Sc N )695• N68.OD 6.80'n�=/.�,L;M•y/ �® 4`oN / /ry EXISTING h �y PxP/A=17.48 DWEL /hry 0a y�� \•+ W. ') "o^h !)_/1/- B ' DRAINAGE / h^ ,1, = 54,497 S.F.t / EASEMENT/ 109.77, '7h ? 411/ up. F AREA= 54.497 S.F.t •a'./�TO BE RE;MOVEO PxP/A=18.8 ON 52,430 S.F.AREAh/, �o h' c ti m _ SHAPE ------------ I / /2 o= TO v ?. SHAPE S.9 / Son ? - 7- HER" 17 ,� TO HERE / <Yqy i 48 5511"W O o52 43' , ¢ -'\ 561g4.94 GARAGE 02� j SHAPE TO HERE ,00,,•' /�'.6� ssq. .3 Sg..� `•Fs wyn TO BE REM � '/y 1'!�' N6g 43 51• 16S+k, J 64Si1.g r 0b 44.9p' W 93, RUINS OF ,x LOT 9 �h. / WELL HOUSE Z •t� � 9 61,218 SOFT. , S \ N30'08'161Y�O a ^C 1n/" TOTAL AREA- W ry'oo'pO Nh� 6f•S \ N 0*08'1 1 / AREA OF UPLAND - 61.2183 $. Fr. 0 / 9• '' / / PxP/A-16.68 ON 1.3 ACRE AREA f� �q ./ 1p IRON PIPE 0 •hh ?a a j / n ha/per p4'EP O'S ao FOUND \ Wh°j•�O 1 6 ,r,.•p�q S88'22'33"E ��ryrym ' b, b• .�`$. a e Q Qf'Q' (-,._._._.\ ; ^i/oa/ � h LAGGED WETLAND �•r` N r 60 y�o yo FULLER FARMS C.B./OH 36.03 �.S6gZ H ,� aQ,/•�0 p$'� // IR NIPE LINE 1n 0 Sp�4,y�y SUBDIVISION 777 FOUND 90gJ?f\ p:�/6 2y� /' y a FOUND WETLAND I F.n g a• J� z a DEFINITIVE SUBDIVISION PLAN o i� \`SO• e16.(\°! ep 7y�� i yhg''I/ 7.21' ' /n WILDLIFE 4S6 ?72,T, 0.� \I ab '`o / PARCEL B' OF LAND IN ;o CONSERVANCY AREA 26n.f 5 'S h I P C: SFt[NOT A BUILDING LOT) Apo° Oy\�� O. i/ Op 4 2 31G TO JAMS AO BE CONVEYED CENTERVILLE (BARNSTABLE), MA 0 jlv rah/ APPROVAL IS REQUIRED 576.50'28'E o' .4, JAMES A. JENKINS TRS. ry m I' a '. JENKINS NOMINEE TRUST UNDER THE SUBDIVISION CONTROL LAW PREPARED FOR AM 188 PARCEL.45 N 81.82' S65•O)•` 7.I o� i! •� of DEED BK. 9994 PG. III BARNSTA LE PLANNING OARD 5 ` ah6 FOUND H! - 6y46. i rye"' DATE:--'�° '�°s�--- . FULLER FARM REALTY TRUST DISPLACED '•�0.36'S.E. \ IRON PIPE E: 1"= 40' DATE:APRIL 20, 2000 S66`349.65' FOUND REVISED DATE:JUNE 5. 2000 CRANBERRY BOG ` ADD PARCEL B, NOTES / 1�• JAMES A JENKINS, TRS1j6?6 I� / '•Iy x'� JENKINS NOMINEE TRUST ��`'90Gf.0 3. 46 N D.B. 9994 P.111 - f 0\1N,f �C• �„I n 40 0 40 80 120 Feet down cape engineering, Inc. \ �Ao^ I P OVAL OF THIS PLAN SUBJECT TO A COVENANT TO BE RECORDED HEREWITH. CIVIL ENGINEERS ,�\ nl `/Nf SIE 4 LINDA NUTCHENRIDER, CLERK OF THE TOWN OF BARNSTABLE.CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN WAS RECEIVED AND RECORDED IN THIS OFFICE 91 ;n. AND THAT NO NOTICE OF APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT LAND SURVEYORS- FOLLOWING THE RECEIPT AND RECORDING OF SAID NOTICE 939 main St. yarmouth, ma 02675 off 506-362-4541 I I ,1yA�-,yc/ .ory 1 ' I fox 506 362-98e0 } (- F F� ♦4" � �e o 'DATE TOWN CLERK 8 ' i �O M1 dW 19 A C,: 37 �E b LOCUS BRB FND. N�J•J 1' � W B.R.B. FND. Mj e2 2J s7 3. O'2fi S71. J 07,?S• 9• OS'J 0-F R J FJ2.3�• LOCUS MAP SCALE 1 "= 2000' FOR REGISTRY USE o OWNER OF RECORD AND APPLICANT: O LOUIS J. SEMINARA TR. o,g g�' 93 COLE'S POND ROAD _, � ASSESSORS MAP 189 PARCEL 118 SOUTH DENNIS. MA. 02fi60 ZONING: RD-1 43,560 FT - MIN AREA FRONTAGE 20' MIN. REF: DEED BOOK 13189 PAGE 60 SETBACKS: FRONT - 30 FT REF: DEED BOOK 1389 PAGE 04. SIDE - 10 FT REF: PLAN BOOK 558 PAGE 78. REAR - 10 FT FLOOD ZONE C BARNSTABLE PANEL #250001 0015 C TOTAL AREA OF APPROVED SUBDIVISION J777-A t al W AUGUST 19. 1985 TOTAL AREA OF PARCEL - 126.227 SF* (2.90* ACRES) GROUNDWATER OVERLAY DISTRICT: AP AREA OF APPROVED LOTS - 93,713 SF* (2.15* ACRES) 1 MUNICIPAL WATER IS AVAILABLE AREA OF APPROVED ROAD - 32,514 SF* (0.75* ACRES) •' AREA OF LOT 7A - 44,093 SF* AREA OF LOT 7B - 49,620 SF* WAIVERS FOR REDUCED REQUIREMENTS REOUESTE LENGTH OF APPROVED ROAD -513.6' TO SEE APPROVED SUBDIVISION #777: CENTER OF CUL-DE-SAC. FOR SHEETS B & C FOR SHEET SHOWING PLAN do PROFILE OF ROAD FOR INSPECTION FEES I CERTIFY THAT THIS PLAN WAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTRARS OF DEEDS EFFECTIVE JAN. 1. 1976 AND AS AMENDED JAN. 7. 1988 CD in N Jc, 0 r 0 ARNE H. 0JALA PLS TE `Q J ac J at LOTS 1.3.&5 AS APPROVED .t SUBDIVISION #777 i NOTE: t °u► DRAINAGE BOUNDS WILL BE SET ON EACH LOT N p,Op' EASEMENT TO DELINEATE THE WILD LIFE CONSERVANCY AREA. ' �: o �00 °\ '$ LOUIS J. SEMINARA REF: DEED BOOK 13189 PAGE 60 1 *? REF: PLAN BOOK 558 PAGE 78. ASSESSORS MAP 189 PCL. 118 + o ^ MN z W of 8 W W Ofv W IO / N 3 to 1 � o � r r o LOUIS J. SEMINARA SLOPE EASEMENT ro L-6.57' REF: DEED BOOK 13189 PAGE 60 20' WIDE / '� $ A REF: PLAN BOOK 558 PAGE 78. O. r R=40.00' ASSESSORS MAP 189 PCL. 118 rCr0 L=25.09' PRIVATE WAY M � 50' WIDE ry ' LOTS 2,4,6.8,&9 AS APPROVED do SHOWN ON SUBDIVISION #777 c� LOT 5 S N / PB. 558 PG. 78 _*50 �.� .,n Nov �yy f� ,,� 1 +n o N89'53 48' j o 306• �v0 v to v 44,093 s.f.* S6 s•39'J4f. A-Z4p W c, 1.01 acres t 20.5-- E pxp/a=19.5 am . chORD of f><v vs . A 41) r .0• 2 r y / N86'37 02oW 297.70 1 .50 (211.61) ' SHAPE TO HER J t, 1 44 94 w f , $Ac 4 3f� h • ^;v 6 In W 1p `�f� 7B AREA OF UPLAND f' 49.620 sq. ft..- 1.14 acres* LOT 9 pxp/a =20.62 ON 1.02 ACRE AREA PS 558 PG. 78 , , _; ry' �ev S88'.22.33'E 36.03` _ J6q N W C.B./DH '-�?S?•E y 3 ^ FOUND 4 . eelRf N $ o SrR,crED g� h 1`o �t o l.- gREq o) ftor �.. 9 cb o 8J.o �t82 _ _ R FARMS S • SUBDMSION #777-A C.B./D.H. '�c DEFINITIVE PLAN FOUND Cfp w 6e-��34'�'� SUBDIVISION OF LOT 7 0.36 S.E Et CRANBERRY BOG <INC ``' CS"IRYIl" RAMS MA JAMES A. JENKINS, TRS JENKINS NOMINEE TRUST PREPARED FOR D.B. 9994 P.111 APPROVAL IS REQUIRED FUMRR PA" RR"TY TRUST UNDER THE SUBDIVISION CONTROL LAW BARNSTABLE PLANNING BOARD LOUIS J. SEMINARA TRUSTER DATE: o If w.� SCALE: 1' '= 40 t � DATE: JANUARY 9. 2001 i� PLAN PREPARED BY: 40 0 40 80 120 ARNE H. OJALA PLS JJ on 508-362-4541 fax 508 362-98M down cape engineering., Inc. APPROVAL OF THIS PUN SUBJECT TO A COV NkINT TO BE RECORDED HEREWITH. I 1. LINDA HUTCHENRIDER, CLERK OF THE TOWN OF BARNSTABLE, CERTIFY THAT THE WIVE OF APPROVAL OF THIS PLAN WAS RECEN D AND RECORDED IN THIS OFFICE r.: - C I V I L ENGINEERS AID THAT NO NOTICE OF APPEAL AS RECEIVED DURING THE TWENTY DAYS NEXT H A E FOLLOWING THE RECEIPT AND RE O SAID NOTICE ! ; LAND SURVEYORS °�` ,CrSTt %: 939 main 9t. armouth, ma 02675 Y TE TOWN CLERK ARNE H. OJALA PLS DATE