Loading...
HomeMy WebLinkAbout0035 CARL AVENUE i�- . . PROJECT,, 1 ADDRESS: PERNIIT# 1 PERMIT DATE: Gib LARGE. ROLLED. PLANS ARE IN: . . .Box ll SLOT Data entered in MAPS°program on: a �a BY: C\` . . s a4!�i•3 c) lime Town of Barnstable *Permit# .� Expires 6 months from issue date i Regulatory.Services Feet Y� • RAYMMI= • . Thomas F.Gefler,Director MASS 3 & X-PRESS PERMIT' Building Division Tom Perry,CBO, Building Commissioner SEP 20 2013 .200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 ��Q��� ����. EXPRESS PERMIT APPLICATION - RESIDEr tCIAL, Not Valid without Red X-Press Imprint Map/parcel Number 3 b 1p f'72 ® 0 Property Address (O�z �l .t/1-S • A 'gResidential, Value of Work$/� �O, U _ Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address � � Contractor's Name_4 ✓ 40,t Telephone Number-99 LV40 Home Improvement Contractor License#(if applicable) ] !0 e��3 Email: rit 'Guf� r^-° Pao t4b-e Construction Supervisor's License#(if applicable) .3 3 ❑Workman's Compensation Insurance I Check one: j ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance ` Insurance Company Name Workman's Comp.Policy# Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ��d? ©y,3G� ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.35)#of windows #of doors: ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Rome Improvement Contractors License&Construction Supervisors License is req ' SIG IRE2 QAWPFII.ES\FORMS\b •Id' permit formslEXPRESS.doe Revised 060513 c- 1 r4 r -- ---- The Commornpealth of-Vassachusefft Di1cwh lent o,f ludkshial Accidents 0 e of Invest gallons s ... 690 Washangton Street Boston,MA 02M wmv.rnas&govldia Workers' CompensatiunInsnranceAffidavit:Builders}Contractors ectricianslPlumbers Applicant Information _ �-- Please Print:LegibIX -Na=aisiws Organization&dividnao: 4Wz,� Address: 3'7 CityfState/Zip: ';419- i-�, -4,tl, Phone#: S09 Are you an employe employerl Check the appropriate boz.: Type of project r .�y 4_ I am a contractor and i Plre � 3 €��'�= 1.Imo] I am a employer with ❑ � 6- ❑New�z�n. employees(full and/or pmt-rme)* have hired the-sub•-contractors 2_❑ I am a sole proprietor or partner- listed on the attached sheet 7- ❑Remodeling ship and have no employees These sub-contractors have g_ ❑Demolition w for mein an ci employees and have workers' orirag Y capacity. 1 9_ ❑Building addition [No workers' comp.insurance Comp.inSUranCe required] 5_❑ ale are a corporation and its 10-❑Electrical repairs or additions 3_❑ I am a homeowner doing all wordy of haye exercised their 11_.❑Plumbing repairs or additions myself-[No workers'comp_ right.of exemption per MGL 12-M hoof repairs insurance mod]1 c-152,§1(4} and we hnm no employees_[No workers' 1 _.❑Other comp_insurance required J *.hay apphc3nr that checks boa#1 rmst also fill out the section below showing rhea wodkers'compeasadou policy infflrm:x&n- t Homeowners wbo submit this affidavit ificxCmg they Rm doing all wcdk sad dies hire outside contractors must schmit anew aifidarit in catiog sut l- tConLcactors thst Apo this box mast attached an additions)sheet showing,the name of Hie stab-cmdxac tors and state whether ornot those eadties have e-ployees. If the soh-contmctinhwe empktfees,they must provide their workers'comp.policy number. Ism an employer that is providing workers compenudion imurance for my employees Below is diepaNcy aad job site inf ormatiom Insurance CompaayName: Policy#or Self-ins-Ile- Expiration Date: Job Site Address:3-5- (eo J ifC"'I City/State/Zip: Attach a copy of the workers'eompensafum policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A o€MGL c. 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or one-year unImsonment-as well as civil penalties in the fame of a STOP WORK ORDER and a fine of up to S250-00 a.day against the violator- Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for mma-anre coverage v-eri Ecation- I do hereby certify ns andpenatfies of fury that the injorrnal&n provided above is true and correct Si tore: f Date: Phone#: 0 17i3 Off al use only. Do riot write in tills area,to be completed by city or town oficiaL Ofy or Town: PentritUcense# hsuing Authority(circle one): 1.Board of Health 2.Binding Department 3.City/rown Cleric 4.Electrical Inspector 5.Plumbing Inspector 6.Other Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant-to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer;or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or Iocal licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance.coverage required." Additionally,MGL chapter 152, §25C(7 states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required_ Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation ofincnTance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture . (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Corammwealth of Massachusetts Department of hidustdal Accidents Office of kvestigatlons 600 Wasbirngtou Strut Bastor=MA 02111 ToI.#617-727-4900 W 406 or 1-9 MASWE Fax#617-727-7749 Revised 4-24-07 ' w .massgov a THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^C&L DATA r ICATE.OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 07/18/2013 `��15 ISSUED" AS A ,MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS .,r ATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS "WAIVED, subject to the terms and conditions of the policy, certain policies may 'require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCECONT R NAME: I PAUL SCHLEGEL Schlegel & Schlegel Insurance Brokers Inc PHONE (508) 771 8381 FAX (A/C,No,Ext): (11,No):(506) 771 - -0663 34 MAIN STREET E-MAIL ADDRESS: SCHLEGELINSURANCE@VERIZON.NET PRODUCER CUSTOMER ID#: - West Yarmouth, MA 02673 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERANGM INSURANCE COMPANY 14788 ELISEU RAMOS Dba E R Martini Construction PO BOX 148 INSURER BTRAVELERS INSURER C: INSURER D: Hyannis, MA 02 601 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSR. WVD POLICY NUMBER - POLICY EFF POLICY E%P (MMIDDlYYW) (MM/DD/YYYY) LIMITS A GENERAL LIABILITY MPTS602C 11/01/201211/01/2013 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY .- DAMAGE[URENIFL) PREMISES(Ea occurrence) $5001000 • CLAIMS-MADE OCCUR - - MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,.000 - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2,000.,000 POLICY PRO- . JECT LOC g - AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO - (Ea accident) ALL OWNED AUTOS _- - BODILY INJURY(Per person) $ - _ BODILY INJURY(Per accident) $ SCHEDULED AUTOS. PROPERTY DAMAGE $ _ HIRED AUTOS - - (Per accident) NON-OWNED AUTOS - - $ UMBRELLA LIAB OCCUR - EACH OCCURRENCE - $ EXCESS LIAB CLAIMSMADE - AGGREGATE $- - DEDUCTIBLE - - , $ RETENTION $ - $ B WORKERS COMPENSATION WC-000340502. O7/O4/201307/O4/2014 X WC STATU- OTH- AND EMPLOYERS'LIABILITY - Y/N _ TORY.LIMITSER ANY PROPRIETOR/PARTNER/EXECUTIVE - - E.L.EACH ACCIDENT $ ZOO OOO OFFICER/MEMBER EXCLUDED? X❑ NIA _ r (Mandatory in NH) - " If yes,describe under 'E.L..DISEASE-.EA EMPLOYEE $ 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT -$ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES.(Attach ACORD 101,Additional Remarks Schedule,if more space is required)THE WORKERS COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR MARCEL DURANLEAU CERTIFICATE HOLDER CANCELLATION TOWN OF BARNSTABLE 200 MAIN.STREET SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BARNSTABLE, MA ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE C/O BUILPING DEPT. / 19 -2009 ACORD.CORPORATION. All is Teserved." ACORD 25(2009/09) The ACORD name and logo are registered marks of CO D Print Page 1 of 1 Subject: roofing estimate From: ER Mantini (ermantiniconstruction@yahoo.com) To: info@coreawarenesstraining.com; Date: Monday, August 12, 2013 10:50 AM E.R.Mantini construction General Construction Framing-Finish-Decks-Siding-Roofing 375 compass circle- Hyannis-Ma 02601 (508)280-0785 Estimate for Mr. Jonathan Bischof 35 Carl ave-Hyannis ma Roofing Estimate: -28sq roofing -CertainTeed LANDMARK(life time warranty) -7" SWIFTSTAR CertainTeed Universal starter -Shadow ridge, certainteed Hip&Ridge Cobra vent ridge -Install Grace ice &water Berrier(entire roofing area and porch ) -8"drip edge open aluminum white -2 box rooflngmails 1"1/4 coil -Remove the existing roofing shingles Install new roofing shingles -Disposal all the debris (PERMIT REQUIRED) -Labor and Material: Price:,$9,300.00 Thank you for your business! If you have any questions please give me a call. http://us-mg4.mail.yahoo.com/neo/launch?.rand=Oldg74tqflool 9/6/2013 is , y. F i3 Massachusetts -De partrnent;,bf Public Safety' ,fz=- Board of Building Regulations and Standards Construction Superi'isor .' License: CS-001363 r `4'NI'L A EIZE 11411I,dlINSTRE 1V�3E ET CHATHAM s MA-0263'- I Commissioner Expiration 06/29/2014 I ✓/re Toomvnzoncues ✓js oS R �i ctetld `� n -- - ti Office of Conaumer'Aftaira&B e}oess Regulation ,;I7. HOME IMPROVEMENT CONTRACTOR a i License or regrstratron valid for indtvi'dul use only. 4 4WERANTI Registration: 170473 Type Before the expiration date If found return to I Expiration: �10Yi7/2013 pgA Office of Consumer Affairs and Business Regulation I jfprte 5170 NI COhf� E�U� fE7tJ�;' ; 1 Boston,.MA 0211b ` ' ELISEU RAMOS 45 SILVER LANE l•!,• � i •' � �� HYANNIS, MA 02601� Undersecretary l ' i OU U I of val d wit t signature n � R�} tl "�••,+klrr'�'1`�r Y yY TI(. rfl"f Y¢r.�y1' - a e. � :fq,'`�S ( 1,.n Q 3i��Ml s1•-�I7�'., I �i.r � '' , i - �y I '1.. }fF fl JVl•5;h SbC• �t 4 1' ! t kt 3 -[ �jY ,il J I. '�N f It l �f It krl •y- E ; lS+ TOWN OF BARNSTABLE MODULAR HOME CERTIFICATE OF OCCUPANCY I PARCEL ID 306:.177 `002 GEOBASE ID 43815 ADDRESS 35 CARL AVENUE PHONE HYANNIS ZIP. - ILOT 8 BLOCK LOT SIZE ( DBA DEVELOPMENT DISTRICT HY ( PERMIT 53944 DESCRIPTION MODULAR HOME CERT.-OF OCC. PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY W . CONTRACTORS: Department of Health, Safety ARCHITECTS: and')Environmental Services TOTAL FEES: BOND $.00 THE CONSTRUCTION COSTS $.00 I 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE P ,V. * BARN3TABLE, + MASS. 1639. BUILDING DIVIS�ON BY <Q-d, DATE ISSUED 06/14/2001 EXPIRATION DATE 1 � Z2Y3 z2 qy Department of Health, Safety and Environmental Services * B MSTABLF, # MAW �1639. A1�� FD NIA' BUILDING DIVISION BY , 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 OF THIS 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 WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. i11112my �E i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 ,) / 2 -�.nf i =� 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 r { BOARD OF HEAH�j �� w ,� Y� OTHER: SITE PLAN REVIEW APPROVAL r WORK SHALL OT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �5 FIT r I A 1( f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION A 'o l - 9 �I 0A Map .30<0 Parcel f 77—god Per # Health Division NVgi "4W e-G `? Ce- �-f Date Issued Conservation Division �-h_zhl T,s, futi 2`?-of Inamw� Fee S 7 7 Tax Collector I G � F o C0*1*SCT10X PBBMIT FROM TuF, Treasurer �,1 Iona Di FluoR To Planning Dept.A) , CMICANT MUST OBTAIN Date Definitive Plan Approved b Planning Board - Jra r e A ROAD OPENING PERMITIV. pp y g T � 9�ROM ENGINEERING DiY, o MOOR 10 ONSIRUCIIOU Historic-OKH - Preservation/Hyannis '� ✓z �� Project Street'Address �0�� •{ ���• Village 1V14/1//I//6 Owner 45Z W e.1eX1�'hW54.! /��'.5� Address /SOX d3.3, ✓!-7/1?/�4 de 9D/UT Telephone 7<,/— -ell 7g 0-®Z—*7-571-'SZ/79 Permit Request ,Vems i�WIXIX Square feet: 1st floor: existing — proposed 1?9;0 2nd floor: existing --- proposed 865' Total new-,/867 Valuation o 37 v - Zoning District Flood Plain Groundwater Overlay Construction Type �o/ZY Lot Size 47,91-:5— Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family X Two Family ❑ Multi-Family(#units) Age of Ekisting Structure Historic House: ❑Yes 29 No On Old King's Highway: ❑Yes ;9 No Basement Type: W Full ❑Crawl : ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) _V.F Number of Baths: Full: existing new Half:existing new / Number of Bedrooms: existing new 3 Total Room Count(not including baths):existing new 4!:;;� First Floor Room Count .� Heat Type and Fuel: JHI Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 21 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ®No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed: ❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes IN No If yes, site plan review# Current Use 1/syCs i?/ Proposed Use -a;n1&1eG BUILDER INFORMATION Name !i1/67-1 Telephone Number '5'604!?— Address License# Gv �77SlDlo ���• ��� /�' 1� � -� Home Improvement Contractor# �• �s�/2CG/lG'iS� � • d,�lv'�5� Worker's Compensation# 61ACU13-4 e8XGI`e8--9-4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATURE FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED•- MAP/PARCELNO. ADDRESS r `r 4WILLAGE C OWNER .a DATE OF INSPECTION:! FOUNDATION FRAME INSULATION,- FIREPLACE = ' ELECTRICAL: ROUGH.s!$.> FINAL t { PLUMBING: R0U&-'Ti FINAL - GAS: ROUGw, FINAL FINAL BUILDING RH i „ r 'God 2 cs"" oCD DATE CLOSED"OUT rm" ASSOCIATION PLAN NO. i - f r� 4 Mar 16 01 07: 37a Jacques LaPoint 4302424 p. 2 TRANSP®IQT ['ems:(81911d3gi FAX.017), V.3,ael6 )6415,thul dar.ycsdieus Villa do Uicsurruir &c-ur St.Cr4goirc (QlAcc)Gt3X 2T(; Troneport and installation spedalie since 9565 Mauler homes,slnGIe snide, CIOUble wide Maine,Hew Hampshire,Vermont,Massamussets To whoa it may concern, Please let it be known that through our relationship with W-Aex/45 construction supervisor, Commonwealth of Klass, licence number o o with an unrestricted construction licence. Transport Champion inc. will be indertaking the drop and set of a modular home at the following address : 3c5- e--4 1eC .arierr�vta r JACQUES LAPOINTE P,O. BOX 207 If there are any questions, please call 2 E. PLEASANT BAY ROAD E.HARWICH, MA 02645 eL Christian Bouvet Ares. Mar 12 01 03: 14p Jacques LaPaint 4302424 p. l pL EA.A �' BAY nvS c256 Pleasant Bay-Road, East Harwich, VIA 02645 (508) 430-2510 ® Fax: (508) 430-2424 . ,.pwal Fax cower Sheet Call 1-508430-2510 if you have any trouble with this transmission pFax#: From: _ — �, r Name: f y: v,' Fax#: -� ls�� �l a�13 Bate Sent:of Pages: Cover+ Time Sent: 1 Subject: It! min r `[OWN OF .BARNS'1'A�i: C,l J _. .. Elb I LDs NG. PERM .1:11 306 177 UO::, GROBASE I'D 4381.5 �'t;;I)f =t � 35 GA:tZL l:`iI��NUF; i'flOti)! I1YANNLS ZIP v''' i3LtltY ' ' LOT .1GL c� DDA DEVELOPMFN'.I', T)I S'TR 1, ,i; fit. 6116 ';s i E 8s'.R1PT.'(ON 26' x 40' FOUNDATION .o` _;I ;•a,1,C!' ': Y'"I" B' OUND '"I'LULE FOUNDATION QNL'Y E>L r;n E A'VC BAY F1OME.S : :C NC: Department of Health, Safety /-a R l}.1`.T'E t."T and Environmental Services l�lll ` $.60 M , 1 PRIVATE �T �O W ` STABLE, ; MASS. �><634. A�O� EG NAIL BUILDIN BY �IVsilop� _)ATE IS SURD 02 .4 '2001 EXPIRATION 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 SPECIFICALLYRERMITTED.UNDER.THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS.WELL AS DEPTH AND,LOCATION OF PUBLIC SEWERS M1Y,BE OBTAINED FROMTHEDEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS 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 WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY." BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS. ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 t HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD.OF HEALTH OTHER: SITE PLAN REVIEW'APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS.OF DATE THE,PERMIT IS ISSUED AS:` TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. 10/22/98 07:22 WS: CORPORATION 4 418 253 5300 .N0.351 P003i009 i i Date Received at PFS i PFS ® ADDITION OR MODIFIED C (MODULARS/PANELIZED) This form is to be-used'only when the manufacturer is seeking acceptance of an additional model. modified model or model name change which uses a previously accepted building system. Current P S Building System Acceptance Model Name/ No. 2 �►2 Manufacturer'sl Name n ` Plants) at.which model will be produced Check One: _ NEW MODEL MODIFICATION' Previously Approved by FAX ; Yes No 'Pate Approved TECHNICAL DATA (Submit 2 copies of this form and all data) Conforms Floor Plan Showing. ram" Yes No Duilding<Slu(tXW Dimensiom) . F E B 2 8 2001 b Room Sizes. L,tght&Ventilation Schedule Exit Requ,rs. -' EJ=rica1 Outlet Spacing &Smoke Detector � Location of Labels &Data Plates Use Group, Tye Coast., Total Sq.Ft. Area Handicap Requirements (HUD Cat. III or other) Heat Loss Calculations br Reference No. Furnace Size/Model No. n�} I Thermal.Performmnce Calculations or Reference No. -- '`I_____ Service Size.and Location �7'j i Submit model to the following states: M �� i "Description of Modification Submitted by: Gam; • Dace 1. S_ � For PFS Use Reviewed.and Approv by �'• Date G�i�u.9.�ti lS 2-e�l Remarks j MODEL WAS:IDEVIA*ED to i . THIS FORM SHALL BE FILLED!OUT COMPLETELY WITH EACH` ,ttlliE9WJ1AJWEftANCE OR MODIFICATION PRIOR TO SUBMITT FS_ j �� OF�Iq iys PFS Farm-M AIX T� �,� w sT fv G e FACTORY BUILT PO N 131 e RT1® HA��G���`�,: FEB 2 12001 .� • ���a�aa®oe„•°aBss6s° I� ' s I I MAScheck COMPLIANCE REPORT i I Massachusetts Energy Code I Permit # MAScheck Software Version 2.01 Release 3 I I I I I Checked by/Date I CITY: Boston STATE: Massachusetts HDD: 5641 CONSTRUCTION TYPE: l or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 2-13-2001 COMPLIANCE: Passes Maximum UA = 444 Your Home = 331 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ----------------------------- CEILINGS: Raised Truss 885 40.0 0.0 21 WALLS: Wood Frame, 16" O.C. 2136 20.0 0.0 126 BSMT: Conc. 8.0' ht/7.0' bg/8:0' insul 132 0.0 10.0 8 GLAZING: Windows or Doors 141 0.250 35 DOORS 44 0.072 3 SLAB FLOORS: Unheated, 2.0" insul. 132 0.0 138 ------------------------------- ------------ 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 requirements of the Massachusetts Energy Code_ 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 1250 of the design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer-1-2 ILr �C i'sr -�-� Date 02 -13- ROYAL LIMITED TO FACTOR'S MALT PORTION ,a FEB 2 8 2001 '=� FEB 21 2001 . P tuIT01— ejt OF RT R� A. STE r 1 APPROVED PF§ r:npp " APPROVAL LIMITED TO E, 5 FACTORY BUILT PORTION �� ��A 8,sq�, L . cv " �uRT � FA P ORY BUILT ROVAL.,LIM`TED TO POR1`Ib�l _...... FEB 2 1 2001 ST ti 23-00-00 17-00-00 --gyp a m E>st-i�� n v •r n � �� 2 DRDITE NU 73i' H Nil E6 E6 aaar,<: 5-00-00 Eg v L N E5 El. A C R-2718 IS 1787 IS 79 LIS ti 17-05-08 e Nu!l m A3T m r Cj E2 A RIkRE AVANT R-2739 LIS R-3719 LIS R 7 IS N 26-00-00 1 R-3223 LIS 7 13 R-4347 LIS 0. Aa 010 7 JD ) 2 2X30 A3 13-06-08 • 010 lor'� 2-3 LIT R-43 IS A7 2-2X]0 U S r A A fU QUAN.TYPE' SPAN Pl-Hl OVERHANGS JOB MAR- 2 FLAT 140000 2004 0 0 PRO-FAB C-6547 (D758) FM1 HO 1-07-04 HO 1-07-04 - A H I J 1-07-04 Z\ G F E 0 0 TC 13-10-00 Be 14-00-00 14-00-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-BS AND NOTES: RUN DATE: .2-13-01 BOCA (APPROVAL NO. 91-37) . 1_ TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD ♦+2-PLY TRUSS JAGER INDUSTRIES INC. 2. ANALYSIS CONFORMS TO * 2-PLY TRUSS • GRIP VALUES BASED ON GROSS BOLA (ANSI/TPI 1-1995) . AREA METHOD FOR 3. TIE-IN LOADS SHOWN WITHOUT SPRUCE-PINE-FIR LUMBER. DAMAGE TO TRUSS_ CSI SIZE. LUMBER FB FILE NO• : PR242BON 4_ PREVENT TRUSS ROTATION AT TOP 0.70 2X 4 SPF-#2 1310 PLATES - 20 GAUGE SX-20 ALL BEARING LOCATIONS. BTM 0.45 2X 6 2100FI-6 2100 GRIPPING 322-224 PSI PER PAIR 5. PROVIDE DRAINAGE TO WBS 0.92 2X 3 SPF-#2 1310, INCLUDBS 15.0& INCREASE PREVENT WATER PONDING_ EXCEPTIONS: TENSION 911- 681 PLI PER PAIR 6. 2 COMPLETE TRUSSES REQUIRED. D-A 2X 6 SPF-42' 1140 SHEAR 738- 374 PLI PER PAIR FASTEN TRUSSES TOGETHER W/ C-B SAME AS D-A lOd WALLS AS EACH LAYER IS A-G 2X 4 SPF-i).2 1310 JT TYPE PLATE SIZE X Y APPLIED,STAGGERED AS FOLLOWS E-B SAME ASA-G A 4593 4.00 X12.00 5.0 2_0 MEMBER 'ROWS SPACING(IN) LUMBER STRESS INCREASE: 15.0% B 4010 5.00 X10.50 S_0 2.4 TOP CHD 1 12.0 C 4000 2.00 X 6.00 CTR CTR HTM CHD 2 B_0 .LATERAL BRACING: D 4000 2.00 X 6.00 CTR CTR WEBS 2, 12.0 TOP CHORD - 24 IN. OC E 1050 4.00 X10.50 B.0 CTR PLUS CLUSTERS OF NAILS IF BTM CHORD - 24 IN. OC F 1070 4.00 X 7.50 3.7 CTR SHOWN. TRUSS SPACING - 12.0 IN_ G 1030 4.00 X 9.00 2.0 CTR H 1050 3.50 X 6.00 3.5 2.0 TRUSS SELF-WEIGHT (PLF) I 1001 1.SO X 3.00 CTR CTR TC = 2.479 Be = 3.996 J 1030 4.00 X 4..SO 2._0 CTR LOADING LIVE DEAD (PSF) TOP CHD 27.0 7.0 - BTM CHD 0.0 10.0 TOTAL 27.0 17.0 44.0 APPROVED EXCEPTIONS: pcc r f�Dp D-C 261.0 165.0 pp 1 SUPPORT CRITERIA F E U 1 5 2001 JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX APPROVAL UMITED TO D 3225 3- e C 3225 3- e FACTORY BUILT PORTION MEMBER FORCES (LBS) - EACH PLY pA����a^P�R( 1 �gVAL LI egT��°-+�Dg TO A-H = 3436PCCHHRIS = 4537 C F` "4d Y 9T tt�7T 8'"ORi I-J = 4537 C J-B = 3543 C BOTTOM CHORDS 2��® C� � �i D-G = 0 T G-F = 3436 .T ® r F-E = 3543 T E-C 0 T ^@� fl� ��®'� ` WEBS '�""bH` €A D-A 1236 C A-O 3641 T ® 'O G-H = 4 7 0 C H-F = 1114 T - ® �.�. F-I = 61 C .F-J = 1060 T �s A E-J 432 C E-B = 3736 T `'# A. C-B = 1218 C 4 � aSTI 0.4 DL+LL DEFL = 0.33" AT I LL DEFL = 0.21" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 509 R " �`"` i PLATES ARE FOR EACH PLY . d��� •,'r� 'zs? a``` £OOC[J SV302Id fFf R2111 HONVAM 6Lb0 RZZ RTb XVA I.n:Rn x';tw Tni17T/7A QUAN TYPE SPAN P1-H1 OVERHANGS JOB ARK 2 FLAT 120000 2004 0 0 PRO-FAB C-6547 (D758) FM2 HO 1-07-04 HO 1-07-04 A H I J g 1-07-04 X. Q G F E 0 0 o TC 11-10-00 BC 12-00-00 12-00-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-85 AND NOTES: RUN DATE: 2-13-01 BOCA (APPROVAL NO. 91-37) _ 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD **r************ JAGER INDUSTRIES INC. 2" ANALYSIS CONFORMS TO * 2-PLY TRUSS * GRIP VALUES BASED ON GROSS BOCA (ANSI/TPI. 1-1995) . AREA METHOD FOR 3. TIE-IN LOADS SHOWN WITHOUT' SPRUCE-PINE-FIR LUMBER. DAMAGE TO TRUSS_ CSI SIZE LUMBER FB FILE NO. PR242BON 4- PREVENT TRUSS ROTATION AT TOP 0.39 2X 4 SPF-#2 1310 PLATES - 20 GAUGE SK-20 ALL BEARING LOCATIONS. BTM 0.76 2X 6 SPF-#2 1140 GRIPPING 322-224 PSI PER PAIR 5. PROVIDE DRAINAGE TO WBS 0.69 2X 3 SPF-#2 1310_ INCLUDES 15.0$ INCREASE - PREVENT WATER PONDING.. EXCEPTIONS: TENSION 911- 681 PLI. PER PAIR 6. 2 COMPLETE TRUSSES REQUIRED. D-A. 2X 6 SPF-#2 114.0 SHEAR 738- 374 PLI PER PAIR FASTEN TRUSSES TOGETHER W/ C-B SAME AS D-A lOd NAILS AS EACH LAYER IS A-G 2X '4 SPF-#2 1310 JT TYPE PLATE SIZE X. Y APPLIED,STAGGERED AS FOLLOWS E-B SAME AS A-G A 4593 4.00 X10.50 5-2 2.0 MEMBER ROWS SPACING(IN) LUMBER STRESS INCREASE: 15.OW B 4010 4.00 X10.50 5.0 CTR TOP CHD 1 12.0 C4000 2.00,X 4.50 CTR CTR BTM CHD 2 9.5 LATERAL BRACING: D 4000 2-.00 X 4.SO CTR CTR WEBS 2 12.0 TOP CHORD - 24 IN. OC E 1050 4.00 X 7.50 5.5 CTR PLUS CLUSTERS OF NAILS IF BTM CHORD - 24 IN. OC F 1070. 3.50 X 7.50 3.7 2.0 SHOWN_ TRUSS SPACING - 12.0 IN. G 1030 4.00 X 7.50 2.0 CTR H 1050 3.50 X 4.50 2.5 2.0 TRUSS SELF-WEIGHT (PLF) I 1001 1.50 X 3.00 CTR CTR TC = 2.479 Be = 3_896. J 1030 3.50 X 4.50 2.2 2.0 - LOADING LIVE DEAD (PSF) TOP CHD 27.0 7.0 - BTM CHD 0.0 10.0 TOTAL 27.0 17.0 44.0' EXCEPTIONS: - D-C 261-0 165.0 SUPPORT CRITERIA EN JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-SX-D 2759 3- 8 C 2759 3- 8 MEMBER FORCES (LBS) - EACH PLY OToe caoRDs �/ 0I� A-H = 3320 C H-I = 3320_C APPROVAL L NTED TO I-J = 3320 C J-B = 2605 C BOTTOM CHORDS FACTORY BUILT PLOR7ry0RF D-G = 0 T G-F = 2531 T 1 f`d F-E = 2605 T E-C = 0 T WEBS FpOa41a' D-A = 1054 C A-G. = 2731 T \i \� VY G-H = 398 C H-F = 861 T F-I = 51 C F-J = 780 T o®��f KURT E-J = 367 C E-B = 2794 T A. C-8 = 1039 C STEM CJs U e DL+LL DEFL = 0.18" AT I LL DEFL = 0.12" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 775 PLATES ARE FOR EACH •PLY �a�tr 9 �y3,0r5 VOO16 UMOHd fFF HH17 HONVAA13 6LDO R7.7. Rib YV.4 tn:nn NN19 TniaTi7n QUAIN, TYPE SPAN P1-Hl OVERHAN!O[P�RO-FABC-6547 MARK 3 FLAT 140000 2004 0 (D758) FM3 HO 1-07-04 HO 1-07-04 A H. I J B T .... ....... 1-07-04 A G F E Q 0 TC 13-10-00 BC 14-00-00 - 14-00-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-85 AND NOTES: RUN DATE: 2-13-01 BOCA (APPROVAL No. 91-37) 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD ++++++•++*+++++ JAGER INDUSTRIES INC_ 2. ANALYSIS CONFORMS TO * 3-PLY TRUSS * GRIP VALUES BASED- ONGROSS BOCA (ANSI/TPI 1-1995). +++++++++++*t++ AREA METHOD FOR 3. TIE-IN LOADS SHOWN WITHOUT SPRUCE-PINE-FIR LUMBER. DAMAGE TO TRUSS. CSI SIZE LUMBER 1.15FB FILE NO. : PR242BON 4_ PREVENT TRUSS ROTATION AT TOP 0.55 2X 4 SPF-42 1510 PLATES - 20 GAUGE SX-20 ALL BEARING LOCATIONS. HIM 0.89 2X 6 SPF-#2 1310 GRIPPING 322-224 PSI PER PAIR 5. PROVIDE DRAINAGE TO WBS 0.82 2X 3 SPF-#2 1510 INCLUDES 15.08 INCREASE PREVENT WATER PONDING. EXCEPTIONS- TENSION 911- 681 PLI PER PAIR 6. 3 COMPLETE TRUSSES REQUIRED. D-A 2X 6 SPF'-#2 1310 SHEAR 738- 374 PLI PER PAIR FASTEN TRUSSES TOGETHER W/ C-B SAME AS D-A 16d NAILS AS EACH LAYER IS A-G 2X 4 SPF-#2 1510 JT TYPE PLATE SIZE• X Y APPLIED,STAGGERED AS FOLLOWS E-B SAME AS A-G - A 4593 4.00 X12.00 5.5 2.0 MEMBER ROWS SPACING(IN) LUMBER STRESS INCREASE: 15-0% B 4010 4.00 X12.00 5.5 CTR TOP CHD 1 12.0 REPETITIVE MEMBER STRESS USED. C 4000 2.00 X 4.50 CTR CTR BTM CHD 2 6.0 D 4000 2.00 X 4,50- CTR CTR WEBS 2 12.0 LATERAL BRACING: E 1050 4.00 X 9..00 6.5 CTR PLUS CLUSTERS OF NAILS IF TOP CHORD - 24 IN. OC F 1070 4.00 X 7.50 CTR CTR SHOWN. BTM CHORD - 24 IN. OC G 1030 4.00 X 9.00 2.5 CTR TRUSS SPACING - 12-0 IN. H 1050 4.00 X 4-50 2.5 CTR. I 1001 1.50 X 3.00 CTR CTR TRUSS SELF-WEIGHT (PLF) J 1030 4.00 X 4.50 CTR CTR TC = 3.719 BC = S-644 LOADING LIVE DEAD (PSF), ' ' TOP CHD 27.0 7.D BIM CHD 0.0 10.0 TOTAL 27.0 17.0 44.0 EXCEPTIONS: D-C 359.0.• 226.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LES IN-SX LBS IN-SX D 4347 3- 8 C 4347 . 3- 8 MEMBER FORCES (LBS) - EACH PLY Z� °` & APPROVED TOP CHORDS lA�P �� OV A �, `�' E nON T PpG 1`flrtp A-H = 30B7 C H-I = 4077.0 FACTO `�e E1 0 I-J = 4077 C J-B 31B3-C FEB 1 5 200! BOTTOM CHORDS ��B 2 � �� D-G 0 T G-F. 3087 T ' F-E = 3183 T E-C 0 T APPROVAL zllVI►rEp TO WEBS ,� �3� a� as®ss®�g FACTORY BUILT PORT ON t' [ D-A = 1104 c A-G _ 3271 T �5 ` °+�s� G'-H = 409 C H-F = 10 5 5 T ®:�� ,!`• �° RT F-I = 42 C F-J = 952 T < E-J = 374 C B-B. = 3356 T m ss�a p C-B = 1087 C - DL+LL DEFL = 0.30" AT I LL DEFL = 0.19" < BRG-SPAN/360 SPAN/DEFL (DL+LL) 554 ✓ y t o� PLATES ARE FOR EACH PLY yo S001p] MoNd fFf dd17 HONVAAIO 6L60 RZZ Rib XVA-90:66 N.'" TO/tT/Zfl QU"`�TTPE SPAN Pl-H1 OVERHANGS JOB MARK 3 FLAT 120000 2004 0 0 PRO-FAS C"6547 (D758) FM4 HO 1-07-04 - NO 1-07-04 . A H I J B 1-07-04 G F E Q 0 0 TC N 11-10-00 BC 12-00.-00 12-00-00 Unistar -- Version 40.0-312 PLATES ARE FOR EACH PLY NOTES: RUN DATE: 2-13-01 1. TRUSSES MANUFACTURED BY PLATING CONFORMS TO TPI-85 AND CLYVANOR LTD BOCA (APPROVAL NO. 91-37). 2. ANALYSIS CONFORMS TO * 3-PLY TRUSS * PLATES ARE MANUFACTURED BY BOCA (ANSI/TPI 1-1995). JAGER INDUSTRIES INC. 3. TIE-IN LOADS SHOWN WITHOUT GRIP VALUES BASED ON GROSS' DAMAGE TO TRUSS. CSI SIZE LUMBER 1.15FB AREA METHOD FOR 4. PREVENT TRUSS ROTATION AT TOP 0,30 2X 4 SPF-#2 1510 SPRUCE-PINE-FIR LUMBER. ALL BEARING LOCATIONS. BTM 0.65 2X 6 SPF-#2. 1310 FILE NO. : PR242BON S. PROVIDE DRAINAGE TO WBS 0.62 2X 3 SPF-#2 1510 PLATES - 20 GAUGE SK-20 PREVENT WATER PONDING. EXCEPTIONS: GRIPPING 322-224 PSI PER PAIR 6. 3 COMPLETE TRUSSES REQUIRED. D-A 2X 6 SPF-#2 1310 INCLUDES 15.0$ INCREASE FASTEN TRUSSES TOGETHER W/ C-B SAME AS D-A. _ TENSION 911- 691 PLI PER PAIR 16d NAILS AS EACH LAYER IS A-G 2X 4. SPF-#2 1510 SHEAR ,738- 374 PLI PER PAIR APPLIfiD,STAGGERED AS FOLLOWS' E-B SAME AS A-G MEMBER ROWS SPACING(IN) LUMBER STRESS INCREASE: 15.0E JT TYPE PLATE SIZE X Y TOP CHD 1 12.0 REPETITIVE MEMBER STRESS USED. A 4593 4.00 X10.50 5.2. 2.0 STM CHD 2 6.0 B 4010 4.00 X10.50 CTR CTR WEBS 2 12.0 LATERAL BRACING: C 4000 2.00 X 4.50 CTR CTR PLUS CLUSTERS OF NAILS IF TOP CHORD - 24 IN. OC D 4000 2.00 X 4.50, CTR CTR SHOWN. BTM CHORD - 24 IN. OC E 1050 4.00 X 7.50 5.-0 CTR ' TRUSS SPACING - 12.0 IN. F 1070 3_50 X 7-50 3°.7 2.0 G 1030 4.00 X 7.50 2.5 CTR TRUSS SELF-WEIGHT (PLF)' H 1050 3.50 X 4.50 2..2 2_0 TC = 3.719 BC = 5.044 I 1001 1.50 X 3-00 CTR CTR J 1030 3.50 X 4.50 2.2. 2.0 LOADING LIVE DEAD (PSF) TOP CHD 27.0 , 7.6 BTM CHD 0.0 10.0 TOTAL 27.0 17.0 44.0 EXCEPTIONS: - D-C 359.0 226.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-S8 APPRVv OVAL UTIE D 3718 3- 8 C 3718' 3- 8 �A�T�� � 43}�$J�4R9T1 APPROVED PFc r.rnQD i MEMBER FORCES (LBS► - EACH PLY FEB /�}��ni TOP CHORDS ,. EB K i 2001 FEB 1 5 2001 A-H = 2274 C H-I = 2983 C 0111la111111,11 I-J 2BOTTOM CHORDS 2340 C Q` \1�OF AAA ®�A' V M�1 APPROVAL u)v 1TED TO D-G = 0 T G-F = 2274 T wa KU y FACTORY BUILT PORTIOiV F-E = 2340 T E-C = 0 T A. WEBS D-A = 941 CA-G = 2454 T m U STEN P G-H 346 C H-F _. 773 T N iV 1 - F-I = 35 C F-J _ 701 T E-J = 318 C E-B 2510 T o `� C-B = 927 c DL+LL DEFL = 0.16" AT I' LL DEFL = 0.10" < BRG-SPAN/360 SPAN/DEFL (DL+LL) 063 - 9000 gdd02Id HH11 SONVAM 6L60 M STV X6d 90:6o m9w TO/VT/Zn ;QUAN ,TYPE' SPAN P1--H1 OVERHANGS JOB MARK 2 FLAT 120000 2004 0 O PRO-FAB C-6547 (D758) gN5 HO 1-07-04 • s. HO 1-07-04 A G - H. B 1-07-04 F E A 0 0 TC 11-08-00 - BC - 12-0.0-00 12-00-00 UniStar -- Version 40.0.312 :PLATING CONFORMS TO TPI-85 AND NOTES: RUN DATE: 2-13-01 BOCA (APPROVAL NO. 91-371. 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD ++++*+++++r++++ JAGER INDUSTRIES INC. 2. ANALYSIS CONFORMS TO * 2-PLY TRUSS * GRIP VALUES BASED ON GROSS BOCA (ANSI/TPI 1-1995) _ *+++++t++*+++s+ AREA METHOD FOR 3. PROVIDE DRAINAGE TO SPRUCE-PINE-FIR LUMBER. PREVENT WATER PONDING. CSI SIZE LUMBER FB FILE NO. : PR242BON 4. 2 COMPLETE TRUSSES REQUIRED.. TOP 0.18 2X 4 SPF-42 1.31.0 PLATES 20 GAUGE' SK-20 FASTEN TRUSSES TOGETHER W/ - BTM 0.65 2X 6 SPF-#2 11-40 GRIPPING 322-224 PSI PER PAIR 10d NAILS AS EACH LAYER IS - .WBS 0..49 2X 3 SPF-#2 1310 INCLUDES 15.06. INCREASE APPLIED,STAGGERED AS FOLLOWS EXCEPTIONS: TENSION 91.1- 661 PLI PER PAIR MEMBER ROWS SPACING(IN) - D-A 2X 6 SPF-#2 1140 SHEAR 738- 374 PLI PER PAIR TOP CHD 1 12.0 C-B SAME AS D-A - - BTM CHD 2 12.0 A-F 2X 4 SPF-#2 1310 JT TYPE .PLATE SIZE. X Y WEBS 2 12.0 E-B SAME AS A-F A 4593 4.00 X..9.00 5.0 2.0. PLUS CLUSTERS OF NAILS. IF LUMBER STRESS INCREASE: 15.0% B 4593 4.00 X 9.00 5.0 2.0 SHOWN.. C 4000 2.00 X 4-SO CTR CTR LATERAL BRACING: D 4000 2.00 X 4.50 CTR CTR TOP CHORD - 24 IN. CC E 1070 4.00 X 9.00 6.3 CTR . BTM CHORD - 24 IN_ OC F 1030 4.00 X 6.00 2.0 CTR - TRUSS SPACING - 12.0 IN. 0 1050 3.50X 4.50 2.2 2.0 - H 1001 1.50 X.3.00 CTR CTR TRUSS SELF-WEIGHT (PLF) TC = 2.479 BC = 3.896 " LOADING LIVE DEAD (PSF)- TOP CHD 27.0 7.0 BTM CHD 0.0 10.0 - p� B , TOTAL 27.0 17-0 44_0 p�pP1°P�RpOVALL.IMIITEDyTO EXCEPTIONS: FACTORY ORS BUILTPOR 1 ION D-C 163.0 103.0� - � _ - SUPPORT CRITERIA FEB 'JT REACT WIDTH JT REACT WIDTH - C® ' LBS IN-SX LDS IN-Sx ,`i11111111Pa!% D 1787 3- 9 C 1787 3-' B ``wo Of ids®� APPROVED MEMBER FORCES (LBS) - EACH PLY ``�� KU TOP CHORDS TTcc��A��C = F E B 1 5 2001 A-G = 1897 C G-H 1901 C S1GrBE 1. C H-B = 1901 c APPROVAL uivi)FED TO BOTTOM CHORDS e V e FACTORY BUILT PORTION D-F = 0 T ' F-E 1897 T E-C = 0 T E D-A = 628 CBA-F _ .1997 T. F-G = 72 C ' G-E _ 5 T. E-H = 70 C•, E-B 1991 T C-B = 627 C - - DL+LL DEFL = 0.12" AT H ' LL DEFL = 0.08" < BRG-SPAN/360 SPAN/DEFL (DL+LL) = 999 PLATES ARE FOR EACH PLY L001P] 6,40dd FEF Hui HONVAM. 6Lb0 8ZZ 8TV YVq 60:60 SHN TO/tl/Zfl QUAN, TYPE SPAN P1-Hl. OVERHANGS�PPR0-IFPAB OB MARK 13 HHIP 41004 6 1008 0 C-6547 .(D758) 1 HO 1-00-00 HO 1-07-04 B C 12 <oi=5, / 6 / 1-07-04 ZP�;S i A E �-- D A PPROVEDp pIns r r D TC 10-08 1-02-08. 3-L124-10-04 4-10-04BUILT P©-�l��f"i O11 UniStar -- Version 40.0.312 LOAD CASE #3 WIND FROM RIGHT DL+LL DEFL 0.04." IN- B-C RUN DATE: 2-13-01 LUMBER STRESS INCREASE: 33.36 LL DEFL = 0._00" < BRG-SPAN/360 PLATE STRESS INCREASE: 33.3% _ SPAN/DEFL (DL+LL) = 999 CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) TOP 0.23 2X 4 SPF-#2 1510 TOP CHD 27.0 7.0. PLATING CONFORMS TO TPI-85 AND BTM 0.10 2X 4 SPF-#2 1510'. - ,BTM CHD 0.0 10.0 BOCA (APPROVAL NO. 91-37). WES 0.07 2X 3 SPF-#2 1510 TOTAL 27.0 17.0. 44.0 PLATES ARE MANUFACTURED BY REPETITIVE MEMBER STRESS USED_ .EXCEPTIONS: JAGER INDUSTRIES INC. D-C -16.7N 0..0 - GRIP VALUES BASED ON GROSS LATERAL BRACING: F-B -24:9N 7.0 AREA METHOD FOR TOP CHORD - CONTINUOUS B-C 24_9N 7.0. SPRUCE-PINE--FIR LUMBER_ BTM CHORD - 24 IN. OC A-F -19.4N 0.0 FILE- FILE NO_ : PR242BON TRUSS SPACING - 24.0' IN. SUPPORT CRITERIA PLATES - 20 GAUGE SK-20 JT TYPE HORZ ' VERT WIDTH GRIPPING 322-224 PSI PER PAIR LOAD CASE #1 LBS LBS IN-SX INCLUDES 15.05 INCREASE LUMBER STRESS INCREASE: 15.0% A PIN 123 -48 3- a TENSION 911- 681 PLI PER PAIR PLATE STRESS INCREASE: 15.0% - D . HORZ RLR 0 -55 3- 8 SHEAR 738- 374 PLI PER PAIR LOADING LIVE DEAD (PSF) TOP CHD 27.0 7.0 LOAD CASE #4 WIND // RIDGE JT TYPE PLATE SIZE X Y BTM CHD 0.0 10.0 LUMBER' STRESS' INCREASE: 33.3% A 4000 1.50 X 3-00 CTR CTR TOTAL 27.0 17.0 44.0 PLATE STRESS INCREASE: 33-3% B 5150 3.50 X 7.50 2.8 2.0 SUPPORT CRITERIA LOADING LIVE DEAD (PSF) C •4000 1.50 X 3.00 CTR CTR JT REACT WIDTH JT REACT WIDTH TOP CHD 27.0 7.0 D 4010 3.50 X 4.50 2.2 2.0 LBS IN-SX LBS- IN.-SX BTM CHD 0.0 10.0 E 1030 3.50 X 4.50 2.2 2..0 A 213 3- 8 D 213 . 3- 8 TOTAL 27.0 17.0 44.0 F 4593 3..50 X 4.50 1.8 2.0 EXCEPTIONS: LOAD CASE #2 WIND FROM LEFT D-C 27.7N 0.0 N_OTES:. ' LUMBER STRESS INCREASE: 33.3% F-B 27.7N 7.0 1. TRUSSES MANUFACTURED BY - PLATE STRESS INCREASE: 33.3W B-C. -27.7N 7.0 CLYVANOR LTD LOADING LIVE DEAD (PSF) . A-F -27.7N 0.0 2. ANALYSIS CONFORMS TO TOP CHD 27.0 7.0 SUPPORT CRITERIA BOCA (ANSI/TPI 1-1995) . BTM CHD 0.0 10.0 JT , TYPE HORZ VERT WIDTH 3. WIND LOADS - ANSI/ASCE 7-93 TOTAL 27.0 27.0 .44.0 LBS LBS IN-SX TRUSS IS DESIGNED AS A EXCEPTIONS: A PIN 24 =80 3- B MAIN WIND-FORCE RES SYSTEM D-C 19.4N 0.0 D HORZ RLR 0 '55 '3- 8 WIND SPEED - 90 MPH F-B -30.SN 7.0 MEAN ROOF HEIGHT - 28' B-C _24.9N 7.0 - - EXPOSURE CATEGORY - C A-F 16.7N 0.0 MEMBER FORCES (LBS) OCCUPANCY CATEGORY - 1 SUPPORT CRITERIA TOP CHORDS OCEANLINE DIST - 0 MILES JT TYPE ,fgfji417yfi7T WIDTH F-B 166 C B-C = 37 T 4. ANCHOR TRUSS FOR A TOTAL FTAL A PIN1`� � l` lgdSS8 A-E = BOOTCM EHODRDS 148 T 5. PASTENNTRUSSOTO ERG A23 LBS. � a r D HOR-p' � T Big WEBS FOR 84 LBS OF UPLIFT, KORSy< A-F = 202 C F-E = 172 T WHILE PERMITTING NO UPWARD _ '^d° % E-B = 57 T B-D =- 1S7 C MOVEMENT OF WALL OR BRG_ m STEN `- D-C = 124 C 6. FASTEN TRUSS TO ERG D m APPR V° ITOT FOR 55 LBS OF UPLIFT, a WHILE PERMITTING NO UPWARD i eta gym FACT 0" " �PORTION MOVEMENT OF WALL OR ERG. , . B . Roo[a HHZZ HONVA1iIO 6L60 RZZ 8I6 YVA 60:Rn xgN 1nitTi7n QUAN TYPE SPAN P1-H1 OVERHANGS JOB' MARK 13 FLAT 150900 10704 0 0 PRO-FAB C-6547 (D758) 2 HO 1-07-04 HO 1-07-04 A PA` N 1. ' •(1 H I TM 3 Fmq )et,% 1-07-04 , Q �T G F E tTQ TC 14-06-04 Be 14-06-04 14-06-04 UniStar -- Version 40.0.312 LOAD CASE #4 WIND // RIDGE - - R = PLATE IS ROTATED BY 90 DEG RUN DATE: 2-13-01 LUMBER STRESS INCREASE:. 33.3% , PLATE STRESS INCREASE: 33..3% NOTES: CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) 1. TRUSSES MANUFACTURED BY - TOP 0.43 2X 4 SPF-#2 1510 TOP CHD 27.0 7.0 CLYVANOR LTD 8TM 0.50 2X 4 SPF-#2 1510 BTM CHD 0.0 10.0 2. ANALYSIS CONFORMS TO WBS 0.34 2X 3 SPF-#2 1510 TOTAL 27.0 17.0 -44..0 BOCA (ANSI/TPI 1-1995). REPETITIVE MEMBER STRESS USED. EXCEPTIONS: 3. WIND LOADS - ANSI/ASCE 7-93 D-A -24.9N 0.0 TRUSS IS DESIGNED AS A LATERAL BRACING: C-B 24.9N 0.0 MAIN WIND-FORCE RES SYSTEM TOP CHORD - CONTINUOUS A-B -24.9N 7.0 WIND SPEED - 90 MPH BTM CHORD - 24 IN. OC SUPPORT CRITERIA MEAN ROOF HEIGHT - 28' TRUSS SPACING - 24.0 IN-. JT TYPE HORZ-. VERT WIDTH EXPOSURE CATEGORY - C LBS LBS IN-SX OCCUPANCY CATEGORY - 1 LOAD CASE #1 D PIN 0 -114 3- 8 OCHANLIME DIST - 0 MILES LUMBER STRESS INCREASE: 15.0% C HORZ RLR 0 -114 3- 8 4. PROVIDE DRAINAGE TO PLATE STRESS INCREASE: 15.0% PREVENT WATER PONDING. LOADING LIVE DEAD (PSF) S. FASTEN TRUSS TO BRG D TOP CHD 27.0 7.0 MEMBER FORCES (LBS) FOR 119 LBS OF UPLIFT, - BTM CHD 0.0 10.0 TOP CHORDS WHILE PERMITTING NO UPWARD TOTAL 27.0 17-0. t4.0 A-H = 871 C H-I = 1625 C MOVEMENT OF WALL OR BRG. SUPPORT CRITERIA I-B = 871 C 6. FASTEN TRUSS TO BRG C JT REACT WIDTH JT REACT WIDTH_ BOTTOM CHORDS FOR 119 LBS OF UPLIFT,. LBS IN-SX LBS IN-SX D-G = 73 T G-F = 1540 T' WHILE PERMITTING NO UPWARD D 638 3- 8 C 638 '3-'8 F-E = 1540 T E-C = 33- T MOVEMENT OF WALL OR BRG. WEBS LOAD CASE #2 WIND FROM LEFT D-A = 614 C A-G = 979 T LUMBER STRESS INCREASE: 33.3% G-H = 767 C H-F = 106 T PLATE STRESS INCREASE: 33.3$ F-I = 106 T I-E = 767 C LOADING LIVE: DEAD (PSF) E-B = 979 T C-B = 614 C TOP CHD 27.0 7.0 _ BTM' CHD 0-0 10.0 DL+LL DEFL = 0.12 -AT F -APPROVED TOTAL 27.0 17.0 44.0 LL DEFL = 0.07" < BRG-SPAN/360 EXCEPTIONS: SPAN/DEFL (DL+LL) = 999 p�C rnoo D-A 16.7N- 0-0 C-B 19.4N 0.0 PLATING CONFORMS TO TPI-65 AND F E g 1 5 2001 A-B -24..9N 7.0 - BOCA (APPROVAL NO. 91-37) . SUPPORT CRITERIA PLATES ARE MANUFACTURED BY JT TYPE .:HORZ' VERT WIDTH JAGER INDUSTRIES INC. APPROVAL LIiW(TEIU TO LBS -LBS IN-SX GRIP VALUES BASED ON GROSS FACTORY BUILT PORTION D PIN -94 -119 3- 8 AREA METHOD FOR C HORZ RLR 0 -110 3-- 8 SPRUCE-PINE-FIR LUMBER. FILE NO. : PR242BON LOAD CASE #3 WIND FROM RIGHT PLATES - 20 GAUGE SK-20 APPROVAL LAN TM M IV LUMBER STRESS INCREASE: 33.3% GRIPPING 322-224 PST PER PAIR FACTO®v ll T n"�� PLATE STRESS INCREASE: 33.35 INCLUDES 15.0% INCREASE r% LOADING LIVE DEAD (PSF) TENSION 911- 681 PLI PER PAIR TOP CHD 27.0 7.0, SHEAR 738- 374 PLI PER PAIR FEB ` BTM CHD 0.0 10.0 TOTAL 27.0 17.0 44.0 JT TYPE PLATE SIZE X Y EXCEPTIONS: A 4010 4.00 X 4.50 CTR CTR �FylC D-A -19.4N 0.10 B 4010 4.00 X 4.50 CTR CTR `i®i ��Ui MA C-B -16.7N 0.0 C 4000 1.50 X 3.00 CTR CTR I A-B -24.9N 7.0 D 4000 1.50 X 3.00 CTR CTR ���� - SUPPORT CRITERIA E 1010 4.00 X 4.50 CTR CTR. 0�` �• o .r JT TYPE HORZ VERT WIDTH F 101OR 3.00 X 4,50 CTR CTR -LBS LBS IN-SX G 1010 4.00 X 4:50 CTR CTR V 1 D PIN 94 -110 3- 8 H 1010, 3.50 X 4.50 2.2 2.0 C HORZ RLR 0 -119 3- 8 I 3010 3.50 X 4.50 2.2 2.0 HA 6001j UVANd <- HH11 HONHAA13 6LVO 8ZZ 8T6 XVA OT:60 H541V TO/VT/ZO QUAN TYPE SPAN P1-H1 OVERHANGS JOB MARK _j 7 HHIP 110510 6 1008 0 PRO-FAB C 6547 (D758) 3 ` HO 1-00-00 HO 1-07-04 12 B G C 6 TH � 1-07-04 L •.47 Y: E TC 10-08 1-02-08 1 10-10-06 BC 12-00-14 4 12-00-14 UniStar -- Version 40.0..312 LOAD CASE #3. WIND FROM RIGHT PLATING CONFORMS TO TPI-85 AND RUN DATE: 2-13-01 LUMBER STRESS INCREASE: 33.31 _ BOCA (APPROVAL NO. 91-37) . PLATE STRESS INCREASE: 33.3% PLATES ARE MANUFACTURED BY CSI SIZE LUMBER I-15FB LOADING LIVE DEAD (PSF) JAGER INDUSTRIES INC_ TOP 0.57 2X 4 SPF-#2 1510 TOP CHD 27-0 7.0 GRIP VALUES BASED ON GROSS BTM 0.27 2X 4 SPF-02 1510 BTM CHD 0.0 10.0 AREA METHOD FOR WES 0.4.3 2X 3 SPF-#2 1510 TOTAL 27.0 17.0 44.0 SPRUCE-PINE-FIR LUMBER. REPETITIVEMEMBER STRESS USED. EXCEPTIONS: FILE NO. : PR242BON D-C -16.7N 0.0 PLATES - 20 GAUGE SX-20 LATERAL BRACING: H-B -24.9N 7.0 GRIPPING 322-224 PSI PER PAIR TOP CHORD - CONTINUOUS B-C -24.9N 7.0 INCLUDES 15.0% INCREASE BTM CHORD - 24 IN_ OC A-H -19.4N 0.0 TENSION 911- 681 PLI PER PAIR TRUSS SPACING - 24.0 IN. SUPPORT CRITERIA SHEAR 738- 374 PLI PER PAIR JT TYPE HORZ VERT WIDTH LOAD CASE #1 LBS LBS IN-SX JT TYPE PLATE SIZE X Y LUMBER STRESS INCREASE: 15.08 A PIN 123 -116 3- 8 A 4000 1.50 X 3.00 CTR CTR PLATE STRESS INCREASE: 15.0% D HORZ RLR 0 -102 3- 8 B 5150 4.00 X 7.50 2.8 CTR LOADING LIVE DEAD (PSF) C 4010 3.5D X 6.OD 2.5 2'.0 TOP CHD 27.0 7.0 LOAD CASE #4 WIND /,/ RIDGE - D 4000 1.50 X 3.00 CTR CTR - BTM CHD 0.0 10.0 LUMBER STRESS INCREASE` 33.3% - E 1030 3-50 X 4.50 2.2 2.0 TOTAL 27.0 17.0 4.4.0 PLATE STRESS INCREASE: 33.3% F 1070 4.00 X 7.50 4.2 CTR SUPPORT CRITERIA LOADING LIVE. DEAD (PSF) G 1001 1.50 X 3.00 CTR CTR JT REACT WIDTH JT REACT WIDTH TOP CHD 27.0 7.0 H 4593 3.50 X 4.50 1.8 2.0 LBS IN-SX LBS IN-SX BTM CHD 0.0 10.0 A .531 3- 8 D 531 3- 8 - TOTAL 27.0 17.0 44.0 NOTES: EXCEPTIONS: 1. TRUSSES MANUFACTURED BY - LOAD CASE #2 WIND FROM LEFT D-C 24.9N 0-0 CLYVANOR LTD LUMBER STRESS INCREASE: 33-3% H-B -24.9N 7.0 2. ANALYSIS CONFORMS TO PLATE STRESS INCREASE.:. 33.3$ - B-C -24-9N 7.0 BOCA (ANSI/TPI 1-1995)_ LOADING LIVE DEAD (PSF)- A-H -24.9N 0.0 3. WIND LOADS - ANSI/ASCE 7-93 TOP CHD 27.0 7.0 SUPPORT CRITERIA TRUSS IS DESIGNED AS A _ BTM CHD 0.0 10-0 JT TYPE HORZ VERT WIDTH MAIN WIND-FORCE RES SYSTEM TOTAL 27.0 17-0 44.0 LES LBS IN-SX WIND SPEED- 90 MPH EXCEPTIONS: A PIN 21 -121 3- 8 MEAN ROOF HEIGHT - 28' . D-C 19.4N 0-0 D HORZ RLR 0 -96 3- 8 EXPOSURE CATEGORY - C H-B -30.5N 7.0 OCCUPANCY CATEGORY - 1 B-C -24.9N 7.0 OCEAMLINE DIST - 0 MILES A-H 16.7N 0.0 MEMBER FORCES (LBS) 4. ANCHOR TRUSS FOR A TOTAL SUPPORT CRITERIA TOP CHORDS HORIZONTAL LOAD OF 123 LB'S. JT TYPE HORZ VERT WIDTH H-B = 493 C B-G = 1211 C 5- FASTEN TRUSS TO ERG A LBS LBS IN-SX G-C = 1211 C FOR 144 LBS OF UPLIFT, A PIN -11 -144 3- 8 BOTTOM CHORDS WHILE PERMITTING NO UPWARD D HORZ RLR 0 -97 3- 8 A-E = 110 C E-F = 441 T MOVEMENT OF WALL OR BRG. F-D = 33 T 6. FASTEN TRUSS TO BRG D APPROVAL LIMITED TO WEBS FOR 102 LBS OF UPLIFT, FACTORY BUILT PORTION E-B = 192 PERMITTING C B-F = 794 T MOVEMENTOFWALL OR ERG. F-G = 370 C F-C = 1246 T D-C = 477 C `o\��` [j°Jf � �i�e DL+LL DEFL = 0.13" IN B-G VA if�Y a LL DEFL = 0.07" < BRG-SPAN/3607FAC1 v� Y�CYftC ee o e SPAN/DEFL (DL+LL) 999 APPROVAL Luvo TO OTOn gdd0ad FEE HUI HOtt AKID 6M 8ZZ STi XVd iT:60 NCR i0/6T/ZO QuAN'TYPE SPAN P1-Hl OVERHANGS JOB MARK 6 HHIP 110510 6 1008 0 PRO-FAB C-6547 ` (D758) A3T ` HO 1-00-00 HO 1-07-04 _ B G C 1-07-04 f:m Er2 lii ' TC 1-02-08 10-10-06 BC 12-00-14 ¢ d 12=00-14 r T UniStar -- Version 40.0.312 LOAD CASE #3 WIND FROM RIGHT PLATING CONFORMS TO TPI-85 AND RUN DATE: 2-13-01 LUMBER STRESS INCREASE: 33.39 BOCA (APPROVAL NO. 91-37) . PLATE STRESS INCREASE: 33.3$ PLATES ARE MANUFACTURED BY CSI SIZE LUMBER 1.15FB LOADING LIVE DEAD (PSF) JAGER INDUSTRIES INC. TOP 0.57 2X 4 SPF-#2 1510- TOP CND 27.0 7_.0 - GRIP VALUES BASED. ON GROSS BTM 0.27 2X 4 SPF-#2 1510 BTM CHD 0.0 10.0 AREA METHOD FOR WBS 0.43 2X 3 SPF-#2 1510 TOTAL 27.0 17.0 44.0 SPRUCE-PINE-FIR LUMBER. REPETITIVE MEMBER STRESS USED. EXCEPTIONS: FILE NO. : PR242BON D-C -16.7N 0.0 PLATES 20 GAUGE SK-20 LATERAL BRACING: H-B -24.9N 7.0 GRIPPING 322-224 PSI PER PAIR TOP CHORD - CONTINUOUS B-C - -24.9N 7.0 INCLUDES 15.08 INCREASE BTM CHORD - 24 IN. OC A-H -19.4N 0.0 TENSION 911- 681 PLI PER PAIR TRUSS SPACING - 24.0 IN_. SUPPORT CRITERIA SHEAR 738- 374 PLI PER PAIR JT TYPE HORZ VERT WIDTH LOAD CASE #1 LBS LBS IN-SX - JT TYPE PLATE. SIZE X Y LUMBER STRESS INCREASE:. 15.0% A PIN 101 -89 3- 8 A 4000. 1.50 X 3.00 CTR CTR PLATE STRESS INCREASE: 15.0% D HORZ RLR 0 -101 3- 8 B 5150 4.00 X 7.50 2.8. CTR LOADING LIVE DEAD (PSF) C 4010 3.50 X 6.00 2.5 2.0 • TOP CHD 27.0 7.0 LOAD CASE #4 WIND // RIDGE D 4000 1.50- X 3-.00 CTR CTR- BTM CHD 0.0 10.0 LUMBER STRESS INCREASE: 33.3$ E 1030 3.50 X 4.50 2.2 2.0 TOTAL 27.0 17.0 44.0 PLATE STRESS INCREASE: 33.38 F 1070 4.00 X 7.50 4.2 CTR SUPPORT CRITERIA LOADING LIVE DEAD (PSF) G 1001 1.50 X 3.00 CTR CTR JT REACT WIDTH JT REACT WIDTH TOP CHD 27.0 7.0 - H 4593 3.50 X 4.50 1.8 2.0 LES IN-SX LBS IN-SX BTM CHD 0.0 10-_0 A 531 3- 8 D 531 3- 8 TOTAL 2.7.0: 17.0 44.0 - 'NOTES: EXCEPTIONS: 1. TRUSSES MANUFACTURED BY - LOAD CASE #2 WIND FROM LEFT D-C 24.9N 0.0 CLYVANOR LTD LUMBER STRESS INCREASE: 33.3% H-B -.24.9N 7.0 2. ANALYSIS CONFORMS TO PLATE STRESS INCREASE: 33.3t B-C -24.9N. 7.0 BOCA (ANSI/TPI 1-1995) . LOADING LIVE DEAD (PSF) A-H -24.9N 0.0 3. WIND LOADS - ANSI/ASCE'7-93- TOP CHD 27.0 7.0 SUPPORT CRITERIA TRUSS IS DESIGNED AS A BTM CHD 0.0 10.0 JT TYPE HORZ VERT WIDTH MAIN WIND-FORCE RES SYSTEM TOTAL 27.0 17.0 44.0 LBS LBS IN-SX WIND SPEED - 90 MPH EXCEPTIONS: A PIN 0 -95 3- 0 MEAN ROOF HEIGHT - 28' D-C 19.4N 0.0 D- HORZ RLR 0 -95 3- 8 EXPOSURE CATEGORY - C H-B -30.5)1 7.0 OCCUPANCY CATEGORY - 1 B-C -24.9N 7.0 - OCEANLINE DIST - 0 MILES A-H 16.7N 0.0 MEMBER FORCES (LBS) 4. ANCHOR TRUSS FOR A TOTAL SUPPORT CRITERIA TOP CHORDS HORIZONTAL LOAD OF 101 LBS. JT TYPE HORZ VERT WIDTH H-B = 493 C B-G = 1211 C S. FASTEN TRUSS TO ERG A LBS LBS IN-SX G-C = 1211 C ' FOR 108 LBS OF UPLIFT, A PIN -37 -108 .3- 8 - BOTTOM CHORDS WHILE PERMITTING NO UPWARD D HORZ RLR 0 -95 3- 8 A-E = 88 C E-F 441 T MOVEMENT OF WALL OR BRG. F-D = 33 T 6. FASTEN TRUSS TO BRG D WEBS FOR 101 LBS OF UPLIFT, APPROVAL LIMI EED TO A-.H = 520 C H-E = 511 T WHILE PERMITTING NO UPWARD F 1a 0 BUILT PORTION E-B = 192 C B-F = 794 T MOVEMENT OF WALL OR BRG. A v 9 �°1 F-G = 370 C F-C 1246 T n-c 477 c APPROVED � �� ►fig 1 , [ DL+LL DEFL 0.13" IN B-G ` \17��f �� ®4. LL DEFL 0.07" < BRG-SPAN/360 (�•9 It( ae`y �d.�er ia( � ��� ®11 SPAN/DEFL (DL+LL) = 999 FEB � 5 2oU i 4 9a ,. � APPROVAL l_iaVif i TO I FACTORY BUILT PORTIO�< TTO �Fg�B�a jQ FfF ggs7 xONVA�i I� 6L60 M 8T6 YVA TT:Hn XgN 10/VT/ZO QUANLTYPE- SPAN P1-H1 OVERHANGS JOB MARK 7 VS 260400 6 0 0 PRO-FAB C-6547 (D7.58) A4C .HO 3-15 B - HO 3-15 12 J - K 6 F S1 S2 7-04-08 I L - A C 0 AH GA p TC 15-03-09 15-03-08 BC 7-03-08 1 4-00-00 1 4-00-00 1 4-00-00 1 4-00-00 1 7-03-00 30-07-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-95 AND NOTES: RUN DATE: 2-13-01 BOCA (APPROVAL NO- 91-37). 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD CSI SIZE LUMBER 1.15FB JAGER INDUSTRIES INC. 2. ANALYSIS CONFORMS TO TOP 0.76 2X 4 SPF-#2 1510 GRIP VALUES BASED ON GROSS BOCA (ANSI/TPI 1-1995).. BTM 0.44 2X 3 SPF-42 1510 AREA METHOD FOR WBS 0.39 2X 3 SPF-42 1510 SPRUCE-PINE-FIR LUMBER. LUMBER STRESS INCREASE: 15.01 FILE NO. : PR242BON. REPETITIVE MEMBER STRESS USED: PLATES - 20 GAUGE SK-20 GRIPPING 322-224 PSI PER PAIR LATERAL BRACING: INCLUDES 15.0% INCREASE TOP CHORD - CONTINUOUS- TENSION- 911- 681 PLI PER PAIR BTM CHORD - 24 IN. OC SHEAR 738.- 374 PLI. PER PAIR TRUSS SPACING - 24.0 IN- JT TYPE PLATE SIZE X Y LOADING LIVE DEAD (PSF) A - TOP CHD 27.0 7-0 B 3001R 4.00 X 6.00. 2.9. CTR BTM CHD 0.0 10.0- C TOTAL 27.0 17.0 - 44.0 D 1001 2.00 X 3_00 CTR CTR _ E 1001 2.00 X. 3.00 CTR CTR SUPPORT CRITERIA F 1102 5.00: X 6.00 CTR CTR BOTTOM CHORD CONTINUOUSLY G 1001 2..00 X 3.00 CTR. CTR SUPPORTED ALONG ENTIRE LENGTH_ H 1001 2.00 X 3.00 CTR CTR APPR®OVA®L� LIMITED TO I 1001 2.00 X 3-00 CTR CTR - FACTORS�LYIL 1. v ORT1001 LEFT RIGHT J 1001 2.00 X 3.00 CTR CTR HEEL -4IN --IOSX -4IN --10SX K 1001 2.00 X 3-00 CTR CTR FEB 2 a 1 �A^ �BQ�@0 L 1001 2.00 X 3.00 CTR CTR MEMBR CSI P(LBS) MOIST M®2ND S1 1100 3.00 X 5_25 CTR 0.2 TOP CHORDS S2 1100 3.00 X 5.25 CTR 0.2 /C . A-I 0.76 21 C 0 -29B1 ,�.�a`°y����GF fN�7 q '�/j0 I-S1 0.57 101 C 2981 0 R PLATE IS ROTATED BY 90 DEG 7�7 ��i Sl-J 0.13 40 C 0 282 w �� ���� Gzp�! J-B 0.33 33 C -282 0 _® A. a . B-K 0.33 33 C 0 282 STEM X-S2 0.13 40 C -282 0 S2-L 0.57 I01 C 0 -2981 V L-C 0.76 21 C 2981 0 BOTTOM CHORDS ✓� f`� `�� A-H 0-44 32 T 0 -1166 H-G 0.44 32 T 1166 -188 G-F 0-15 32 T 188• 0 F-E 0.15 32 T 0 -188 _ E-D 0.44 32 T 188 -1166 APPROVED D=C 0.44 32 T 11,66 0 Pic (`(?G7iJ WEBS s H-I = 4B7 C G-J = 199 C [ (� q F-B 253 C E-K 199 C [ i i !�B 5' D-L = 487 C DL+LL DEFL = 0.44" IN A-I APPROVAL a_iNli i ED TO FACTORY BUILT POR FT ION LL DEFL < BRG-SPAN/360 -- - SPAN/DEFL (DL+LL) 841 ZTO O UVAOUd FFF Hds7 2IONVAKIO 6LtO R7.7 5?Tb YVA 7.T:Rn NAW TO/6T/7.n QUAN,TYPE• SPAN Pl-H1 OVERHANGS JOB MARK 2 VS 260400 6 0 0 PRO-FAB C-6547 (D758) A5C HO 3-15 M O N HO 3-15 12 6� I L 5-05-04 A C 0 OH AP Z� A TC 11-05-00 7-09-00 11-05-00 BC 7-03-08 1 4-02-12 1 3-09-04 1 3-09-04 1 4-02-12 7-03-05 30-07-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-B5 AND NOTES"- RUN DATE: 2-13-01 BOCA (APPROVAL.NO- 91-37). 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD CSI SIZE LUMBER 1.1SFB JAGER INDUSTRIES INC. 2. ANALYSIS CONFORMS TO TOP 0.79 2X 4 SPF-#2 1510 GRIP VALUES. BASEDON_GROSS BOCA (ANSI/TPI 1-199S)- HTM 9.44 ZX 3 SPF-#2 1510 AREA METHOD FOR 3_ PROVIDE DRAINAGE TO WBS 0.26 2X 3 SPF-#2 1510. SPRUCE-PINE-FIR LUMBER. PREVENT WATER PONDING. LUMBER STRESS INCREASE_ 15.01 FILE No. PR242DON REPETITIVE MEMBER STRESS USED_ PLATES - 20 GAUGE. SK-20 GRIPPING 322-224 PSI PER PAIR LATERAL BRACING: INCLUDES 15.06 INCREASE TOP CHORD - CONTINUOUS TENSION 911- 681 PLI PER PAIR BTM CHORD - 24 IN. OC .SHEAR, 730- 374 PLI PER PAIR TRUSS SPACING - 24.0 IN. - JT TYPE PLATE SIZE X _ Y LOADING LIVE DEAD (PSF) A TOP CHD 27.0 7..0 C BTM CHD 0.0 10.0 D 1001 2.00 X 3.00 CTR CTR ' TOTAL 27.0 17.0 44..0 F 1102. S.00 X 6.00 CTR CTR H 1001 2.00 X 3.00 CTR CTR SUPPORT CRITERIA I 1001 2.00 X 3.00 CTR CTR BOTTOM CHORD CONTINUOUSLY L 1001 2.00 X 3.00 CTR CTR SUPPORTED ALONG ENTIRE LENGTH. M 5101 4.00 X 5_25 CTR CTR N 5101 4--00 X 5.2.5 CTR CTR - LEFT RIGHT 0 . 1001 2-00 X 3.00 CTR CTR - HEEL -4IN --1DSX. -4IN -.-l0SX - P 1001 2-00 X 3.00 CTR CTR Q 1001 2.00 X 3.00 CTR CTR MEMBR CSI P(LBS) M®1ST M02ND, TOP CHORDS A-I 0.79 6 T 0 -4076 I-M 0.77 50 C 4076 0 M-O 0.28 14 C 0 -1.508. O-N 0.29 14 C" 1508 .D N-L 0.77 50 C 0,. =4076 _ L-C 0_79 6 T 4076 0 _ �PPROb'�AL LIMITED `Tr' BOTTOM CHORDS BUILT g g A-H 0.44 1,4 T 0 -1170* FACTORY ! ®1 ILT POR l 1O H-P 0.44 1.4 T 1170 -179 P-F 0.14 14 T 179 0 FEB) 2 2001 F-Q 0.14 14 T 0 -179 Q-D 0.44 14 T 179 -1170 D-C 0.44 14 T 1170 0 . WEBS H-I = 518 C P-N[ = 151 C OF ^ .�+� F-O = 329 C Q-N = 151 C D-L = 518 C ®0 KU11"J APPROVED;��,' A. DL+LL DEFL = 0.36" IN A-I Y�2 tlBc`. % p LL DEFL < BRG-SPAN/360 : 6 FED 1 5 2001 SPAN/DEFL (DL+LL) 999 = j - „ i APPROVAL i_, 'i I Ev TO FAvTCt�1' gUSLT PO T1UM i £IOu HUM FFf 93171 HONVAA°IO 6LD0 RZZ RID YVA ZT:Rn x.qW TO/DI/zO QUAN, TYPE• SPAN P1-H1 OVERHANGS JOB MARK 2 VS 260400 6 0 0 PRO-FAB C-6547 (D758) A6C HO 3-15 M J iz 0 K N HO 3-15 T 6F 3-OS-04 .H I T A C 0 A OP QG 0 0 0 0 TC 7-05-00 15-09-00 7-05-00 BC 3-03-08 1 4-02-12 1 3-09-04 4-00-00 4-00-00 3-09-04 1 4-02-12 1 3-03-08 30-07-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-85 AND NOTES. RUN DATE: 2-13-01 BOCA (APPROVAL NO. 91-37) . 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD CSI SIZE LUMBER 1.15FB JAGER INDUSTRIES INC. 2_ ANALYSIS CONFORMS TO TOP 0.28 2X 4 SPF-42 1510 GRIP VALUES BASED ON GROSSBOCA (ANSI/TPI 1-1995) . BTM 0.15 2X 3 SPF-#2 1510 AREA METHOD FOR 3. PROVIDE DRAINAGE TO WBS 0.11 2X 3 SPF-#2 1510 SPRUCE-PINE-FIR LUMBER.. PREVENT WATER PONDING. LUMBER STRESS INCREASE: 15.0% FILE NO_ :. PR242DON REPETITIVE MEMBER STRESS USED. PLATES - 20 GAUGE SK-20 GRIPPING 322-224 PSI PER PAIR LATERAL BRACING: INCLUDES 15.OB INCREASE. TOP _CHORD - CONTINUOUS TENSION 911- 681 PLI PER PAIR BTM CHORD - 24 IN. OC SHEAR 738- 374 PLI PER PAIR TRUSS SPACING - 2.4_0 I.N. JT TYPE PLATE. SIZE X Y LOADING LIVE DEAD (PSF) , A TOP CHD 27.0 7.0 B 1001 2..00 X 3..00 CTR CTR BTM CHD 0.0 10.0 C TOTAL 27.0 17.0 44.0 . D 1001 2_00 X 3.00 CTR CTR E 1001 2.00 X 3.00 CTR CTR ' SUPPORT CRITERIA P 1102 5.00 X 6.09 CTR CTR BOTTOM CHORD CONTINUOUSLY G 1001 2.00 X 3.00. CTR CTR SUPPORTED ALONG ENTIRE LENGTH. E 1001 2_00 X 3.00 CTR CTR I 1001 2.00 X 3.00 CTR CTR LEFT RIGHT J. 1001. 2.00 X 3.00 CTR CTR HEEL -4IN --10SX -4IN --10SX K 1001 2-.00. X 3.00 CTR CTR M 5101 4.00 X 5.25 CTR CTR HEMBR CSI P(LBS) MOIST M®2ND N 5101 4.00 X S.25 CTR CTR TOP CHORDS O 1001 2.00 X 3.00 CTR CTR A-H -0.28 3 T 0 -1451 P 1001 2-00 X 3-.00- CTR CTR H-M: 0.27 2S C 1451 0 Q 1001 2.00 X 3.00 CTR CTR N-J 0.2S 12 C' 0 -1330 J-O 0-25 12 C 1330 -970 O-K 0.25 12 C 970 -1330 K-N 0.25 12 C 1330 0 N-I 0.27 25 C 0 -1451 I-C 0.28 3 T 1451 0 APPROVAL 1 IMITrED TO BOTTOM CHORDS P1�"6OrrT"O�v1PP�9L�11 TY IPOiPJTIO� A-D 0.13 12 T 0 -345 F D-P 0.13 12 T 345 -297 P-G 0_15 12 T 297 -392.. FEBA w�un . G-F 0.15 12 T 392 -0- B 2 �fllll F-E 0.15 12 T 0 -392 E-Q 0.15 12 T 392 -297 es`01`1119@.lilAPi�i��e,`i Q-B 0.13 12 T 297 -345 0�� �ii dF B-C 0.13 12 T 345 0 `ems ✓o� HERS ` KU o D-H = 319 C P-M. ' = 209 C. o t,. g ppgAg , P ) APPROVED G-J 304 C .F-O 257.C-. m > �7 EN E-K = 304 C Q-N = 209 C B-I = 319 C FEB, 1 5 2001 DL+LL DEFL = 0.03" IN H-M LL DEFL < BRG-SPAN/360 �'"i o,` APPROVAL LllW' F-i) TO SPAN/DEFL (DL+LL) 999 oj�ta,4pd 6 '' �s FACTORY BUILT PbRT;ON �T0(j llvaosd FEf dg177 NONVAA'13 6L60 RZZ RTb YVA £T:6n AdW TO/VT/ZO QUAN� TYPE SPAN Pl-Hl OVERHANGS JOB MART 2 VS 2.60400 6 0 0 PRO-FAB C-6547 (D758) A7C HO 3-15 M I J O K L NHO 3-15 ' T 1-05-04 -� A C n 0 An AG Z\ A 0 TC 3-05-00 23-09-00 3-05-00 BC 3-06-04 3-09-04 4-00-00 4-00-00 1 , 4-00-00 4-00-00 3-09-04 1 3-06-04 30-07-00 UniStar -- Version 40.0.312 PLATING CONFORMS TO TPI-85 AND NOTES: .RUN DATE: 2-13-01 BOCA (APPROVAL NO. 91-37). 1. TRUSSES MANUFACTURED BY - PLATES ARE MANUFACTURED BY CLYVANOR LTD CSI SIZE LUMBER 1.15FB JAGER INDUSTRIES INC. 2. ANALYSIS CONFORMS TO TOP 0.25 2X 4 SPF-#2 1510 GRIP VALUES BASED ON GROSS BOCA (ANSI/TPI 1-1995) . BTM 0.15 2X 3 SPF-#2 1510 AREA METHOD FOR 3. PROVIDE DRAINAGE TO WSS 0.06 2X 3 SPF-#2 1510 SPRUCE-PINE-FIR LUMBER. PREVENT WATER PONDING. LUMBER STRESS INCREASE: 15.0% FILE NO. : PR24.2BON REPETITIVE MEMBER STRESS USED. PLATES - 20 GAUGESK-20 "GRIPPING 322-224 PSI PER PAIR LATERAL BRACING: INCLUDES 15.0% INCREASE TOP CHORD - CONTINUOUS TENSION 911- 691 PLI PER PAIR BTK CHORD - 24 IN_ OC SHEAR 738- 374 PLI PER PAIR x _ TRUSS SPACING - 24.0 IN" JT TYPE PLATE SIZE X Y LOADING LIVE DEAD (PSF) A TOP CHD 27.0 7.0 C BTM CUD 0.0 10.0 D 1001 2.00 X 3.00 CTR CTR TOTAL 27.0 17.0 44.0- E .1001 2.00 X 3.00 CTR CTR F 1102 S-00 X 6.00- CTR CTR - SUPPORT CRITERIA G 1001 2.00 X 3.00 CTR CTR BOTTOM CHORD CONTINUOUSLY H 1001 2.00 X 3.00 CTR CTR - SUPPORTED ALONG ENTIRE 'LENGTH. I 1001 2..00 X 3.00 CTR CTR J 1001 2.00 X 3-00 CTR CTR LEFT RIGHT K 1001 2.00 X 3.00 CTR CTR HEEL -4IN- --10SX -4IN --IGSX L 1001 2.00 X 3.00 CTR CTR M 5101 4.00 X 5.25 CTR CTR MEMBR CSI P(LBS) N@1ST M@2ND N 5101 4.00 X 5.25 CTR CTR TOP CHORDS. 0 1102 5-00 X 6-00 CTR 3.0 A-H 0.22 6 C O- 0 P 1001 2.00 X 3.00 CTR CTR M-I 0.23 5 C 0 :-1246 0 1001 2.00 X 3.00 CTR CTR I-J 0.25 5 C 1246 -1316 J-0 0.25 5 C 1318 0 O-K 0.25 S C 0 -1318 K-L 0.25 5 C 1318 -1246 / pp OVAL LIMITED a O L-N 0.23 5 C 1246 0 Pppy((r�� N-C 0.22. 6 C 0 0 FACTORY�����PORTION BOTTOM CHORDS.A-P 0_12 5 T 0- _328* �EB �001 P-H 0.12 5 T 328 -280 H-G 0.15 5 T 290 -409 G-F 0.15 5 T 409 tl ��®��1►II4g �'�I®��A F-E 0.15 5 T 0 -409 1% E-D 0.15 5 T 409 -280 �% ® D-0 0.12 5 T 280 -328 Q-C 0.12 5 T 328 0 0 Be4o . WEBS APPROVED P-M = 220 C H-I = 294 C q � GC r Do G-J = 301 C F-0 = 218 C P (' E-K = 301 C D-L = '294 C Q� ` Q-N = 220 C �•tc, /4 � � y��� F E B 1. 5 2001 DL+LL DEFL = 0.03" IN N-C LL DEFL < BRG-SPAN/360 ;5° APPROVAL L.imi I ED TO SPAN/DEFL (DL+LL) _ '999 FACTOR`( BUILT PORTION 5.T0rn HUM FfF HH11 HONVAA13 6G60 RZZ, 8T6 IV E1:60 HHN TO/VT/ZO QUF,N, TYPE' SPAN P1-H1 OVERHANGS JOB MARK 2 TR 130900 12 1008 1008 PRO-FAB C-6547 (D758) IB1 ®,0g9t100BiPD�17///// _ a ,._. HO 7-14 `e�` Z�OF MA '9�y>i�,H O 7-14 o �, 5TE ORY ouv PORMP 12 12 �� , APPROVED , / /// 9 •'-'%fill`°° FEB 1 5 2001 i APPROVAL L h 11 f ED TO FACTORY BUILT PORTION H J 1-07-04 Lai QE D. C A. TC -1106 11.-09-00 1106 BC 1106 - 11-08-.00 1106 ,13-06-12 Unistar -- Version 40.0.312 _ TOP CHD 27.0 7.0 PLATING CONFORMS TO TPI-85 AND RUN DATE: 2-13-01 BTM CHD 0.0- 10.0 BOCA (APPROVAL NO. 91-37). TOTAL 27.0 17-.0 44.0 PLATES ARE MANUFACTURED BY CSI SIZE. LUMBER 1.15FB EXCEPTIONS: JAGER INDUSTRIES INC. TOP 0.26 2X 4 SPF-#2 1510 K-H -24.4N 7.0 GRIP VALUES BASED ON GROSS= BTM 0.42 2X 4 SPF-#2 1510 J-L -4.8N 7.0 AREA METHOD FOR WBS 0.26 2X 3 SPF-#2, i510 H-J -24.4N 7.0 SPRUCE-PINE-FIR LUMBER. WDGGK 2X 4 SPF-42 X-E 0-0N 10.0 FILE NO_ : PR242BON WDG@L 2X 4 SPF-#2 G-L -34.ON 10.0 PLATES - 20 GAUGE SK-20 EXCEPTIONS: SUPPORT CRITERIA GRIPPING 322-224 PSI PER PAIR H-I 2X 6 SPF-#2 1..310 JT TYPE HORZ VERT WIDTH INCLUDES 15.06 INCREASE I-J SAME AS H-I LBS LBS IN-SX TENSION 911- 681 PLI PER PAIR' REPETITIVE MEMBER STRESS USED_ E PIN 39 -97 3- 6 SHEAR 738- 374 PLI PER PAIR G HORZ RLR 0. -131 - 3 8 - LATERAL BRACING: JT TYPE PLATE. SIZE X Y TOP CHORD - CONTINUOUS LOAD CASE #4 WIND // RIDGE C 101.0 3.50 X 4..50 2.2 2.0 BTM CHORD - 24 IN. OC LUMBER STRESS INCREASE: 33.3E D 1010 3.50 X 4-50 2.2 2.0 TRUSS SPACING - 24-0 IN. PLATE STRESS INCREASE: 33.3% E 1001 1.50, X 3.00 CTR CTR LOADING LIVE DEAD (PSF) G 1001 1.50 X 3.00 CTR CTR LOAD CASE #1 TOP CHD 27-0 7.0 GH 5150 3.00 X 7.50 2.0 1-5 LUMBER STRESS INCREASE: I5.0$ BT34 CHD 0.0 10.0 I 101OR 3.00 X 4.50 CTR CTR PLATS STRESS INCREASE: 15.0E TOTAL 27.0 17.0 44.0 @3 5150 3.00 X 7.50 2.9 1.5 LOADING LIVE DEAD (PSF) -- EXCEPTIONS: K 2002 4.00 X 4-50 0.6 1.5 TOP CHD 27.0 7-0 K-H -24.4N 7.0 L 2002 4.00 X 4.50 0,6 1.5 BTM CHD 0.0 10A J-L -24.4N 7.0 TOTAL 27.0 17.0 .44-0 H-J -24.4N 7.0 R = PLATE IS ROTATED BY 90 DEG SUPPORT CRITERIA K-E -34.ON 1010 @ PLATE DOES NOT MEET HANDLING JT REACT WIDTH JT REACT WIDTH G-L -34.ON 10.0 REQUIREMENTS_ VERIFICATION LBS IN-SX LBS IN-SX SUPPORT CRITERIA REQUIRED. E S96 3- 8. O 596 3- 8- JT TYPE HORZ VERT WIDTH LBS LBS IN-SX NOTES: LOAD CASE #2 WIND FROM LEFT E PIN 0 -165 3- 8 1. TRUSSES MANUFACTURED BY - LUMBER STRESS INCREASE: 33.1% G HORZ RLR 0 . -165 3- 8 CLYVANOR LTD PLATE STRESS INCREASE: 33.3% 2. ANALYSIS CONFORMS TO LOADING LIVE DEAD (PSF) LEFT RIGHT BOCA (ANSI/TPI 1-1995) . TOP CHD 27.0 7.0 HEEL 2IN - 14SX 2IN - 14SX 3. WIND LOADS - ANSI/ASCE 7-93 BTM CHD 0.0 10.0 TRUSS IS DESIGNED AS A TOTAL 27.0 17.0 44-0 MEMBER FORCES (LBS) MAIN WIND-FORCE RES SYSTEM EXCEPTIONS: TOP CHORDS WIND SPEED - 90 MPH X-H -4.8N 7.0 K-H = 45 T H-I = 670 C MEAN ROOF HEIGHT - 28' J-L -24.4N 7.0 I-J = 670 C J-L = 45 T EXPOSURE CATEGORY - C H-J -24.4N 7.0 BOTTOM CHORDS OCCUPANCY CATEGORY - 1 K-E -34.0N 10.0 K-E = 48 T E-D = 58 T OCEANLINE DIST - 20 MILES G-L O.ON 10.0 D-C = 1124 T C-G -'49 T 4. PROVIDE DRAINAGE TO SUPPORT CRITERIA G-L = 48 T PREVENT WATER PONDING. JT TYPE HORZ VERT'WIDTH WEBS 5_ FASTEN TRUSS TO BRG E LBS LBS IN-SX E-H = 555 C H-D = 756 T FOR 165 LBS OF UPLIFT, E PIN -39 -131 3- 8 D-I = 496 C I-C = 496 C - WHILE PERMITTING NO UPWARD G HORZ RLR 0 -97 3- 8 C-J = 756 T G--J = 555 C MOVEMENT OF WALL OR BRG_ 6. FASTEN TRUSS TOBRG G LOAD CASE #3 WIND FROM RIGHT DL+LL DEFL = 0.06" AT I FOR 165 LBS OF UPLIFT, LUMBER STRESS INCREASE: 33.3& LL DEFL = 0.02" < ERG-SPAN/360 WHILE PERMITTING NO UPWARD PLATE STRESS INCREASE: 33.3% SPAN/DEFL (DL+LL) = 999 MOVEMENT OF WALL OR ERG. LOADING LIVE DEAD (PSF). 9TOin MOM ffF 88,L'1 SOUVAM 6Lbo Rzz RiV YVA bT:Fn X9V Tn/VT/ZO QUAD TYPE SPAN P1-H1 . OVERHANGS JOB MARK 2 TR 130900 12 1008 1008 pRO-FAB C-6547 (D758) D1T HO 7-14 HO 1-0 -04 p o Bul LIMIT lz FEB® ?1. 2001 ` ; �oi111111flrrpr �. 12 `1o�®��������OF�A,S,'Sq r o� KUA. R O -. STE V G m N 131 00 CIO �+i(/'i�l•'1�\��v� \\\\\ . I K 1-07-09 D O C D E 0 o ' a TC H 3-02-00 7-04-00 - 3-02-00 BC m. 3-02-00 7-04-00 13-04-00 0 • .y 14-09-06 Uni5tar -- Version 40.0.312 TOP CHD 27.0 7.0 DL+LL DEFL = 0.05" IN L-M RUN DATE: 2-13-01 BTM CHD 0.0 10.0 LL DEFL < BRG-SPAN/360 TOTAL 27.0 17.0 44.0 SPAN/DEFL (DL+LL) = 999 CSI SIZE LUMBER I-15FB EXCEPTIONS: TOP 0.27 2K 6 SPF-#'2 1310 K-H: -24.4N 7.0 PLATING CONFORMS TO TPI-95 AND - ATM 0.06 2X 4 SPF-92 1510 H-J -24.4N 7.0 - BOCA (APPROVAL NO. 91-37). WAS 0.04 2X 3 SPF-42 15.10 G-J - -16.4N 0.0 PLATES ARE MANUFACTURED BY WDG@K 2X 4 SPF-92 K-E' O.ON 10.0 JAGER INDUSTRIES INC_ EXCEPTIONS: SUPPORT CRITERIA GRIP VALUES BASED ON GROSS K-H 2X 4SPF-#2 1510 JT- TYPE HORZ VERT WIDTH AREA METHOD FOR REPETITIVE MEMBER STRESS USED. LAS LAS IN-SX SPRUCE-PINE-FIR LUMBER. E' PIN Be 29 3- 6 FILE NO_ : PR242BON LATERAL BRACING: L .HORZ RLR 0 -219 3- 6' PLATES - 20 GAUGE SK-20 TOP CHORD - CONTINUOUS N HORZ RLR 0 -200 3- 8 GRIPPING 322-224 PSI PER PAIR ATM CHORD - 24 IN. OC G HORZ RLR 0 25 3- 8 ' INCLUDES 15.0% INCREASE TRUSS SPACING - 24-0 IN. TENSION 911- 681 PLI PER PAIR LOAD CASE #4 WIND // RIDGE SHEAR 736- 374 PLI PER PAIR' LOAD CASE #1 LUMBER STRESS INCREASE: 33.3% LUMBER STRESS INCREASE: 15.08 PLATE STRESS INCREASE: 33.3% JT TYPE PLATE SIZE X Y PLATE STRESS INCREASE'S 15.0% LOADING LIVE DEAD (PSF) C . 4010 3.50 X 4.50 2.2 2.0 LOADING LIVE DEAD' (PSF) TOP CHD 27.0 7.0 D 4010 3.50 X 4.50 2.2 2.0 TOP CHD 27.0 7.0 ATM CHD 0.0 10.0 E 1001 1.50 X 3.00 CTR CTR BTU CHD 0.0 10.0 _ TOTAL 27.0 17..0 44__0.. G 4000 1.50 X 3.00 CTR CTR TOTAL 27.0 17-0 44.0 EXCEPTIONS: @H 5150 3.00 X 7.50 2.9 1.5 SUPPORT CRITERIA K-H -24.4N 7.0 J 4593 3.50 X 4.50 2.2 2.0 JT REACT WIDTH JT REACT WIDTH H-J -24.4N 7.0 K 2002 4.00 X 4-SO 0.6 1.5 LAS IN-SX LAS IN-SX G-J 24.4N 0.0 L 1001 2.00 X 4.50 CTR CTR E 153 3- 8 L. 457 3- 8 K-E: -34.ON 10.0 -.M 1001 2.00 X 4.50 CTR CTR M 469 3- 8 G 58 3-'8 SUPPORT CRITERIA JT TYPE HORZ VERT WIDTH @ PLATE DOES NOT MEET HANDLING LOAD CASE #2 WIND FROM LEFT LAS LAS IN-SX REQUIREMENTS. VERIFICATION LUMBER STRESS INCREASE: 33.3% E PIN -11 -83 3- 8 REQUIRED. PLATE STRESS INCREASE: 33.3% L HORZ RLR 0 -170 3- 6 LOADING LIVE DEAD (PSF) M HORZ RLR 0 -191 3- 6 TOP,CHD 27.0 7.0 G HORZ RLR 0 6 3- 8 ATM CHD 0.0 10.0 TOTAL 27.0 17.0 44.0 LEFT RIGHT• EXCEPTIONS: HEEL 2IN - 14SX K-H -4.8N 7.0 APPROVED - H-J -24.4N 7.0. MEMBR CSI P(LBS) M@1ST M@2ND G-J 19.ON, 0.0 TOP CHORDS K-E -34.ON 10.0 K-H 0.03 56 C 0 0 SUPPORT CRITERIA H-L 0.27 61 T 0 IS78 FEB C JT TYPE HORZ VERT WIDTH L-M, 0.27 61 T -1578 1572 f EB 5 LBS` LAS IN-SX N-J 0.27 61 T -1572 0 E PIN -37 -45 •-3- �8 BOTTOM CHORDS APPf(�)Vf°1 L,,VIf�EU TO HORZ RLR 0 -171 3= 8 K-E 0.05 57 T 0 -143 M HORZ RLR D -183 3- 6 E-D 0.05 69 T 143 0 FAC)ORY UIL PC}p j(O(�,t G HORZ RLR 0 8 3- 8 C-G O.06- 31 T 0 ,0 _ - WEBS LOAD CASE #3 WIND FROM-RIGHT G`J 0.04 27 C 0 0 LUMBER STRESS INCREASE: 33.3% E-H = 101 T H-D = 74 C PLATE STRESS INCREASE.: 33.3t D-L = 55 T C-M = 44. T - LOADING LIVE DEAD (PSF) C-J = 33 C LTG(] UVdONd ffF HU I HONVAM GLVO R77 RTb Yea iiT:An MWW TnitTi7n NOTES: 1. TRUSSES MANUFACTURED BY - CLYVANOR LTD - 2_ ANALYSIS CONFORMS TO BOCA (ANSI/TPI 1-199S) . 3. WIND LOADS - ANSI/ASCE 7-93 TRUSS IS DESIGNED AS A MAIN WIND-FORCE RES SYSTEM WIND SPEED - 90 MPH MEAN ROOF HEIGHT - 28' " EXPOSURE CATEGORY - C OCCUPANCY CATEGORY - 1 OCEANLINE DIST - 20 MILES 4. SHIM EACH BEARING WALL AS ' REQUIRED TO INSURE FULL BEARING CONTACT WITH TRUSS. S. PROVIDE DRAINAGE TO PREVENT WATER PONDING_ 6. FASTEN TRUSS TO BRG E FOR 83 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD - MOVEMENT OF WALL OR BRG. 7. FASTEN TRUSS TO BRG L FOR 218 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. B. FASTEN TRUSS TO BRG M .FOR 200 LBS OF UPLIFT, WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. �j L UM1 1 QED TO Alljo y BUll T R ��1 FEBFRO KURT 1 OF MA ? A. a �_J G A e .c.1oa��.- APPROVED L c �nRP• 1 5 Z001 AL LWITED TO BUILT PORTION Min UVd02id ffF HHKI HONVAAID 6GP0 Rzz RTb YVA GT:90 WN TnitTizn QUAN• TYPE SPAN P1-H1 OVERHANGS JOB MARK 1 TR 130900 12 1008 1008 PR0 4AB C-6547 (D758) D1M HO 7-14 APPROVAL jilt �®T® FACtO Y BUILT P®R 3 ION FEB 2 12001 12 APPROVED ; 12 P � ( F FEB 1. 5 2001 APPROVAL U NO T FD To FACTORY BUILT PORTION - H OF�PA4RT �P���' , A. 1-07-04 L-JAE I D C �v Q TC -4 13-0 8-00 Be 3.-03-09 7-01-DO 3-05-08 14-09-06 , UniStar -- Version 40.0.312 LOAD CASE #3 WIND FROM RIGHT MEMBER FORCES (LBS) RUN DATE: 2-14-01 LUMBER STRESS INCREASE: 33.3% I-C = 351 C C-M = 233 C PLATE STRESS INCREASE: 33.3% C-J = 2630 T G-J = 1032 C CSI SIZE LUMBER 1_15FB LOADING LIVE DEAD (PSF) - TOP 0.13 2X 6 SPF-#2 1310 TOP CHD 27.0 7.0 DL+LL DEFL = 0.21" AT I BTN 0.92 2X 4 SPF-#2. 1510 BTM CHD 0.0 10.0 LL DEFL = 0.12" < BRG-SPAN/360 WBS 0.90 2X 3 SPF-#2 1510 TOTAL 27.0 17.0 44.0 SPAN/DEFL (DL+LL) = 783 WDG®K 2X 4 SPF-#2 EXCEPTIONS:. _ EXCEPTIONS: K-H -24.4N 7.0 PLATING CONFORMS TO TPI-85 AND K-H 2X 4 SPF-42 1510 H-J -24.4H 7.0 ROCA (APPROVAL NO. 91-37)_ D-L 2X 6 SPF'-#2 1310 G-J -16.4N 0.0 PLATES ARE MANUFACTURED BY C-N- SAME AS D-L K-E O.ON 10.0 JAGER INDUSTRIES INC_ REPETITIVE MEMBER STRESS USED. CONCENTRATED LOADS (LBS) GRIP VALUES BASED ON GROSS D 457 C 469 AREA METHOD FOR LATERAL BRACING: SUPPORT CRITERIA SPRUCE-PINE-PIA LUMBER. TOP CHORD - CONTINUOUS JT TYPE HORZ VERT WIDTH FILE NO. : PR242HON BTM CHORD - 24 IN. OC LBS LBS IN-SX PLATES - 20 GAUGE SK-20 TRUSS SPACING - 24.0 IN. E PIN Be 348 3- 8 GRIPPING 322-224 PSI PER PAIR G HORZ RLR 0 360 3- 8 INCLUDES 15.0% INCREASE LOAD CASE #1 TENSION 911- 691 PLI PER PAIR LUMBER STRESS INCREASE: 15.0% LOAD CASE #4 WIND // RIDGE SHEAR 738- 374 PLI PER PAIR - PLATE STRESS INCREASE: 15.0% LUMBER STRESS INCREASE: 33.38 LOADING LIVE DEAD (PSF) - PLATE STRESS INCREASE: 33'_3% JT TYPE PLATE SIZE X Y' - TOP CHD 27.0 7.0 LOADING LIVE DEAD (PSF) C 1070 5.00 X12.00 7'_B CTR BTM CHD 0.0 10.0 TOP CHD 27.0 7.0 D 1070 5.00 X12.00 4.3 CTR TOTAL 27.0 17.0 44:0 13TM CHD 0.0 10.0 E 1001 2.00 X 4.50 CTR CTR CONCENTRATED LOADS (LBS) TOTAL 27.0 17.0 44.0 G 4000 2.00 X 3.00 CTR CTR D 457 C 469 EXCEPTIONS: GH. 5150 4.00 X10_SO 2.8 1.5 SUPPORT CRITERIA K-H -24.4N 7.0 I 101OR 3.00 X 4.50 CTR CTR JT REACT WIDTH JT REACT WIDTH H-J -24.4N 7.0 J 4593 4.00 X 7.50 2.0 2.0 LBS IN-SX LBS IN-SX G-J 24.4N 0.0 K 2002 4.00 X 4.50 0.6 1.5 E 1147 3- 8 G 1064 3- 8 K-E -34.ON 10.0 L 1001 2.00 X 4.50 CTR CTR CONCENTRATED LOADS (LBS) M 1001 2.00 X 4-SO CTR CTR LOAD CASE #2 WIND FROM LEFT D 457 C 469 LUMBER STRESS INCREASE: 33.3% SUPPORT CRITERIA R PLATE IS ROTATED BY 90 DEG PLATE STRESS INCREASE: 33.3% JT TYPE HORZ VERT WIDTH O PLATE DOES NOT MEET HANDLING LOADING LIVE , DEAD (PSF) LBS LBS IN-SX REQUIREMENTS. VERIFICATION TOP CHD 27.0 7.0 E PIN -11 277 3- 8 REQUIRED. BTM CHD 0.0 10.0 G HORZ RLR 0 367 3- 8 TOTAL 27.0 17.0 44.0 NOTES: EXCEPTIONS: LEFT RIGHT 1. TRUSSES MANUFACTURED BY - K-H -4.BN 7.0 HEEL 2IN - 14SX CLYVANOR LTD H-J -24.4N 7.0 2. ANALYSIS CONFORMS TO - G-J 19.ON 0.0 MEMBER FORCES (LBS) BOCA (ANSI/TPI 1-1995) . K-E -34.ON. 10.0 TOP CHORDS 3. WIND LOADS - ANSI/ASCE-7-93 CONCENTRATED LOADS (LBS) . K-H = 45 T H-L 2432 C TRUSS IS DESIGNED AS A D 457 C 469' L-I = 2432,C I-M = 2464 C MAIN WIND-FORCE RES SYSTEM. SUPPORT CRITERIA M-J = 2464 C WIND SPEED - 90 MPH JT TYPE HORZ VERT WIDTH BOTTOM CHORDS MEAN ROOF HEIGHT - 28' LBS LBS IN-SX K-E = 48 T E-D = 66 C EXPOSURE CATEGORY - C- E PIN -37 314 3- 8 D-C = 2795 T C-G = 31 T OCCUPANCY CATEGORY - 1 G HORZ RLR 0 367 3- 8 WEBS OCEANLINE DIST - 20+MILES E-H = 1103 C H-D = 2628 T 4. PROVIDE DRAINAGE TO D-L = 233 C D-I = 395 C' PREVENT WATER PONDING. 6I01P1 MOM fFf 9911 HONVAA110 6LD0.977 -RTt YV4 CT:AA xIJm Tn/LTizn QUPX., TYPE' SPAN P1-H1 OVERHANGS JOB Rg 2 TR 130900 12 1008 1008 PRO-FAB C-6547 (D758) HO 7-14 HO 1-OS-04 hpPRO��lJ�LIMITEDT PORTION, 12 FEB 200� 12� APPROVED PFS. CORP. r FEB 5 2001 APPROVAL L IMITELD TO - CTORY BUILT PORTION H ®,®�®aaaaaaearrrrre®� ' . TKfum OF MA1-07-04 KU Ire �'QG' 0 E D C - U E� 1 m o 13-09-00 o $ V .� BC o 13-10-00 .•a 14-09-06 ®° ➢Dyer.; ,,;yi,�, . UniStar -- Version 40.0.312 LOAD CASE #3 WIND FROM RIGHT PLATING CONFORMS TO TPI-85 AND RUN DATE: 2-13-01 LUMBER STRESS INCREASE: 33.3% BOCA (APPROVAL NO. 91-37). PLATE STRESS INCREASE:. 33.3% PLATES ARE MANUFACTURED BY CSI SIZE LUMBER 1.15PB LOADING LIVE DEAD (PSF) JAGER INDUSTRIES INC. TOP 0.37 2X 6 SPF-#2 13-10 TOP CHD 27.0 7.0 GRIP VALUES BASED ON GROSS BTM 0.59 2X 4 SPF-#2 1510 BTM CND o.0 10.0 AREA METHOD FOR WBS 0.35 2X 3 SPF-#2 1510 - TOTAL 27.0 17.0 44.0 - S-PRUCE-PINE-FIR LUMBER_ WDG@K 2X 4 SPF-#2 EXCEPTIONS: FILE NO_ : PR242BON _ EXCEPTIONS: K--H -24..4N 7.0. - PLATES - 20 GAUGE SK-20 • K-H 2X 4 SPF-42. 1.51G H-J -24..4N 7-.0 GRIPPING 322-224 PSI PER PAIR . REPETITIVE MEMBER STRESS USED- « G-J -16.4N 0.0' INCLUDES 15.0% INCREASE K-E 0_0N 10.0 TENSION 911- 681 PLI PER PAIR LATERAL BRACING: SUPPORT CRITERIA - SHEAR 738- 374 PLI PER PAIR TOP CHORD - CONTINUOUS JT TYPE HORZ VERT WIDTH BTM' CHORD - 24 IN. OC LBS LES IN-SX JT TYPE PLATE SIZE X Y TRUSS SPACING - 24.0 IN. E- PIN 88 -111 3- 8 C 1010. 4.00 X 4.50 2.6 CTR. G HORZ RLR 0 -105 3- 8 D 1010 4.00 X 4.50 1.9 CTR LOAD CASE. #1 E 1001 1.50 X 3.00 CTR CTR LUMBER STRESS INCREASE: 15.0% LOAD CASE #4 WIND // RIDGE G 4000 1.50 X 3-00 CTR CTR PLATE STRESS INCREASE: 1S.08 LUMBER STRESS INCREASE: 33.3% WH 5150 3.00 X 9.00 3.2 CTR LOADING LIVE DEAD (PSF) PLATE STRESS INCREASE: 33.3% I 1010 3.50 X 4.50 2.2 2-0 TOP CHD 27.0 7.0 LOADING LIVE DEAD (PSF) J 4593 4.00 X 4.50 2.0 2.0 BTM CHD 0.0 . 10.0 TOP CHD 27.0 7.0 K 2002 4.00 X 4.50 0.6 I-5 TOTAL 27.0 17.0 44.0. BTM. CHD o_o 10.0 SUPPORT CRITERIA TOTAL 27.0 17.0 44.0 @ PLATE DOES NOT MEET HANDLING JT REACT WIDTH JT REACT WIDTH EXCEPTIONS: REQUIREMENTS. VERIFICATION LBS IN-SX LBS .IN-SX K-H -24.4N 7.0 REQUIRED. E 687 3- 8 G 598 3- 8 H-J -24.4N 7.0 G-J 24.4N 0.0 NOTES: LOAD CASE #2 WIND FROM LEFT K-E -34.ON 10.0 1. TRUSSES MANUFACTURED BY - LUMBER STRESS INCREASE: 33.3% SUPPORT CRITERIA CLYVANOR LTD PLATE STRESS INCREASE: 33.3% JT TYPE HORZ VERT WIDTH 2. ANALYSIS CONFORMS TO LOADING LIVE DEAD (PSF) LBS LBS IN-SX BOCA (ANSI/TPI 1-1995) . TOP CHD 27.0 7.0 E PIN -11 -182 3- 8 3. WIND LOADS - ANSI/ASCE 7-93 BTM CHD 0.0 10.0 G HORZ RLR 0 -99 3- 8 TRUSS IS DESIGNED AS A TOTAL 27.0 17.0 44.0 MAIN WIND-FORCE RES SYSTEM EXCEPTIONS: LEFT RIGHT WIND SPEED - 90 MPH K-H -4.BN 7.0 HEEL- 21N - 14SX MEAN ROOF HEIGHT - 28' H-J 24.4N 7.0 EXPOSURE CATEGORY - C G-J 19.ON 0.0 MEMBER FORCES (LBS) OCCUPANCY CATEGORY - 1 K-E -34.ON 10.0 TOP CHORDS OCEANLINE DIST - 20 MILES SUPPORT CRITERIA K-H = 45 T H-I = 934 C 4. PROVIDE DRAINAGE TO JT TYPE HORZ VERT WIDTH I-J = 949 C PREVENT WATER PONDING. LBS LBS IN-SX BOTTOM CHORDS 5_ FASTEN TRUSS TO ERG E E PIN -37 -145 3- S. K-E = 48 T E-D = 66 C FOR 182 LBS OF UPLIFT,. G HORZ RLR 0= -98 3- 8'• D-C = 1568 T C-G = 31 T WHILE PERMITTING NO UPWARD WEBS MOVEMENT OF WALL OR BRG'. E-H = 641 C H-D = 1021 .T 6. FASTEN TRUSS TO BRG G D-I = 676 C I-C = 660 C FOR 105 LBS OF UPLIFT, C-J = 1005 T G-J = 564 C WHILE PERMITTING NO UPWARD MOVEMENT OF WALL OR BRG. DL+LL DEFL = 0.11" AT I LL DEFL = 0.04" < BRG-SPAN/360 .' SPAN/DEFL (DL+LL) = 999 OZOIn Ov'Jo 1d FFf HHJA 21ONVAA'I0 6LVO R77. RTb YH.q 4T:An )4qN TO/bT/7➢1 7i0 QNR Appmda ;y Tab J3=b(tondouan t pvcMiptin packages[or d=and TwwFasull►Reddmdal Bailalnp gated with Fouil Fuck MAXIMUM MIIMUM � � Ceiliag Wall Floor H WAR Slab HeaaaBiCaolinB p Ares'(%) U..l a R-vainem Rrvaiuer Rryaluat Wal! P E�iat R:vahr� R values Fme'3ca3e SI0I to 650011endag Dean Dar' Normal 13 19 10 6 Q 12•/. OAO Normal R 12% 0.52 30 19 19 f0 6 13 S 1Z'b 0.50 � 19 10 6 8S AFUE Normal 13 9G 036 31t 25 NIA NIA U 1S9L OA6 38 19 19 10 6 Normal V 1SPA 0.44 38 13 IS NIA N/A 8S AFUE W 15% 032 30 19 19 10 6 as AFUE X 18•/. 032 38 13 2S NIA N/A Normal Y 189E OA2 38 19 23 NIA NIA Normal Z 18•A 042 38 13 19 10 6 90AFUE AA IrA 030 30 19 19` 10 /1 6 / 9�0 AFUE 1. ADDRESS OF PROPERTY: 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA 03 D=- ER BY#2): 5. SELECT PACKAGE(Q—AA-see chart above): NOTE:.-OTHER MORE INVOLVED METFIODS OF DS KING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFO BUILDING INSPECTOR APPROVAL: YES: NO: g4orms-080303a 780 CMR Appendix J Footnotes to Table J3.7.1b: assemblies Cmg slidiag�lass doors, skylights, and i � Gig area is the raaio of the area of the glazing Conditioned Space+but m hiding doors)to the gross wall basement windows if located in walls that enclose opaque area,expressed as a pereemage.Up to 1%of the total glazing areaway be sxctuded fimm the U value require:ncnt For example,3 fls of decorative glass may be excluded fs+om a bufldmg design with 300 S=of glazing area. =Mf;er January 1, 1999,glazing U-values must be tested and documented by the manttfactuter in accordance with the National Fenestration Rating Couna (NFRQ test per• or taken from Table J1.5.3.L U-values are for whole mihm ceater-of--glass U-vabus cannot be Used: The =Tng R-values do not assume a raised or ove sled.trttSS Cti®. the insulation achieves the full insulation thicimess over the canine' walls without won+ R-30:fmmlAnn may be substituted for R 38 insulation and R 33 insulation may be substituted for R-49 insaW ion. CenTmg R-values represent the sum of cavity insulation plus iasulatiag Sheathing(if used).For ionalmd cefflnm insulatingshcalbing must be placed between the conditioned space and the ventilated Pm'thm oythemaf: eathinDo not include Wall R-values represent the strm of the.wa11 cavriY�iasalatioa P� insuladag shS • be met EITHER For - le,an R-19 requ meat could exterior siding,stucttral sheer and iatenor � by R-19 insulation OR R-13 cavity iosulattan plus R-6 msulatmg sheathing. wall :cquiremeems apPly to w mum► but do not apply to metal-frame construction. w hefl or q mass nt apply to omY,� �es(�as ten oned crawlspaces,basements, The floor eats apply to flows requirements or garages).Floor`s over outside air must meet the ceilmg req=rrmants. less than SO%below grade must •TI a entire opaque portion of nay individual basement wall with an average depth nee: the same R value requirement as above-grade WAUL windows and Arms glass doors of conditioned basements must be included with the other.glazing. Basement doors must meet the door. U-value requirement d_saioed in Note b. _ R Z forheated slabs. ar The R-value requirements e for unheated slabs.Add as sddttionat - u plan to install more ' If the building-utilizeseleex<ic resistance heating use comnpliancx 3,4,or S. If you or more than one pitxe of-cooling �, equipment with the lowest than one pica of heating rat the selectedpackage. ' efficiency must meet or exceed the eflcicacy riqua'ed by wn see Table JS- :. 'For Heating Degree Day rzgttiszmeass of the closest city or to NOTES: l9v�I�latioa R-��are minimum acceptable levels. a) Glazing arras and U-values at m �do not includ ===Ml�p�� R-value requirements are for insulation�have a U-value no�than 03S.Door U-values must be tested . b e doors is the building envelope_.. U-value and documented by the maaufaeturer in act with the NFRC test procedure or taken from the door in J1S.3b.If a door contains glass and an aggregate U-value rating for that door is not available, include the door U-vim to determine compliance of the door. glass area of the door with your windows and use the opaque One door may be excluded from this requirement(Le,may have a U-value grow than 035). c) If a ceiling,wall,floor,basement wall.slabs orCMW1 spa=wall c ompameat includes two or more areas with different suasion con 'on levels,the component eQmplies if the area weighted m�1e R-value is grew than or equal to P thearea-weighted average U- the R-value requirement for that component. Glazing or door components comply ' value of aU windows or doors is less than or equal to the U-value requirement(035 for doors). CG r # C-6547 FJRST PLOOR ►- -- M tv -Cvo - _ �n1�LL.i = - -_ -j.6�ie1; il•cali�e�' .. .F ,. .^.: -- - - - -- - - - - - - 4. _�Ol 9 f- - _ L-iam>w 1QIA19: jw n�LN jl. - 'Lra J�fTF�ILaC '-}t� _ 19AaiJfltb aAC1. C^7 - = - = ems. ;y<< _ _en ; _ _ _ c 2 WW O-WE UCt6 FT. Q d b Us' B` - C a100 91S "17 l lE7GTNE91PC75fONAL1SF7. <: - �fl :e.tl 28Je 32J: _ tOyD D 6156 11f2 > .+t lA7HD0f�AN)CI TCT�c Or Ga AFf A '� i= " EB,%3 7lx1 $7.79 6,7 Sf E 7 4T7 6 F- ' - 3T�M: / S 921664 S :Atl[9� 101 (.4 e1,69 363 Eq_ee 156 i4cue SM f+6.e2 1 156 w O0 37E F, 301! 1 i-YM OF 7A.1'S 4LLk 093 492 7SJS 3 M 63.01 ?679 6x Aw 4T Q' 1 1 �= tl 74Jte ' 11s 1 CUING�.OVSdtE{Ft lICh 31D= OpC O 0.00 C 0100 0 %00 0 I 1 995 ROOK Gal UCTV" 612 003 0 qA0 0 Op0 O DCp D OAO D J 9 SIi I 11.4 "V CCOR TbpE 630 OD0 0 C1p0 0 000 0 DUD ) O.OD D ( 104 1 142 ONE VaYL CMW C-L*-IG OR-DMi CFOMM Ipe 1 71Yjo 1 1t1S Om 0 OOD O M" 4!7 0,00 L B�4 i9� SD Q7 1 TC'Ar WALLS f.y? 4:0 0 1 672,(p 270s 2 iD1,x J 732 9-Cf0 Law°NM1Ls clot t"MAACE V•LL 7.16 O7D 7 C4:3 9.OG ' c _ - _ G <E 097 1 I Q62 CL '. - _ ' T -AC 1 - �dAl q 1. 1 f. TOt/Y:B IQ 1 •r - - 11 1rFv0� - - CEA67 01 .-1_. - - S li "T..4 AAbXMcA4 SD SECOND FLOOR ;If rm'°": - in'A _ COL:e= F C>x H i i :, _ _ yr t AWIN ,; - eTER oeu_1JtiCvtit ::Ia a - AQ+lt >t ":e ciaiia#3 s,< ao a!�J)TI77119D�6 ir_ a S B 14c 18 8 :- al, rq5 d If 5 12 B QI :Z3 d 5,� [1 'UlOIE4A B4EHAOLAt IE�C 1 1 EJ�US[d 1YAUL5 FT. MY:/ZoMtr/ ocvrs--rb sAG£A n is �� 11.79 111J2 ZDAz 750 TOTALbn 48,08 13,41 21.09 a IA; 9.99 " . ::: aius+ s:�: li = nCP: : Bry►1. :_ 5 6TU}4 = r3larcwn_FLcanoR Lul�4;an!),pori <,90 22E�7C lag � 92.00 414 lC.<9d . 68; I04,S6 7<2 2*.OD :z6 GROU1DMIFLLLAr6iA0: ( a C,f 6LAs5 <QA 'em 2 t61, t3.43 60C 2>4 9 949 2.,Q9 90 9.% 4i? LfYEL,'.OF zKT 7 I.u=cCVSdRJGTc1 2.4w 292OC 771 5 'tom 1611 tlBLO 627 flT.'JO 421 6050 /gs pFED6s i FLCI-A OCMPA CTION E.12 C,)G 0 O/DO 0 )pD 0 0)QO 0OD OGC9 rem 4N CAD 0 om D )yp 0 OAp DA) rCtlx:Of!EX-:RIoROQmj Us CLEO 0 ODD J ;00 ] OAE' ) J22 ) t dV!IWAL15 ZOf6.00 3zsb 420,00 8@6 _ ItW,90 J2vs 3ux.0: I71B7 ag(p( 94. TM FJFF l lAll,i OR F117R/tICE MAl: 2.t.9 DDD - C - - - 7777 st itNAl' 11.i A DE t.�i1BnV.Cyr E E ;7: I8;- 1 P95 - )BIZ -. 8 E9b 1 584 L JSAGE DU EURCAU FA3R QUC POUR CLIENT 5 X EviSICN AR PAnl�, rA SM47UF.0 OJGL3) C'JEIQT{S) - :01COME L•OCCPht-10, 1-►AA11 SIGt�e.TUR� DU CCIENT� � )LA IDES "-As. 'L.LS P.!MDEPICES P2'C-F>E OVC.- %E P(0JWtA E,IR: X __ HEAT LOSS C4LCt,1A110N rcML IiCSPOtSAgl 'C 'a I-IGnnTUR= D'J CEIEKT�- 1(l1.vyR IWUPREI,.twm DJ K r LA MAU.'AI5L MwFUE AIRS eel X Lp 11;S FLOO•t 0i1 PLA,S PAR �f(S) CUENP(f, -- �. clGt�n7URc �...d VEMOFlJR r 0 ro 0 y N O MEAT 1066 fAt1ULA110N O CQNITRAT Al C-6547 FJAST F1009t �- :0oa�. - +, .� AC�t-- ,�1•�vJ lciiePp�h.�Slt'F{Fr,7,if --Y•+ATE-"_ - _ _- 1. i �[lt 949PL a11`tWayO)ZI1 1167777 ^ - FAY .>'• :: - 7 W961D7,7fEN510�sPT'- __ ?s ! 1 16 - 14 6 :7 .; .1 O 16 B.. ales ._. 9lS `8 lEMsif!DW�tfONaILSfT. c3 Lail :B•xl 2BJ6 52J 10Ja 0 6EB6 1)e2 a V176!)D1t•AN3L<.TErJ3'ehrtAAREA.. - S _.09.7 - 73,)D - _ 5].70 _ .. 6,7 - At E 7 4" S ,'-FzvH " .ISf. )T'�fM _ P 1 9N ,T> Y:f3 :ALL MN IM MXMI 4x. ...Vv 369 I�5,Se l5tt mue 506.. t+6.DE _i l5a ..._. WOO 371 5 301! y '.YPE 1AS5 _ ..: EM _.-093 - At- 73JS 3az 63.03 76]8 Me- _.XR 42.R` - 74BB 2 1r y CGLNC:OVS IIt.I[C31CS _. 3W, OA0 0 O10 O O,JD O O,JD ". D _-. 0,00 - _. : 0 rtOOR OM M UCTWM ... . 1612 OJD7 0 4d'� 0 GAD O ] -_ uLD -_. O - J 9 SI2 1 i CC TYFE E70 Op0 0 DpD D o W 0 ... ]:00 3 Op0 0...... .. < 304 1 SAP (p �0NEv211t(hvmCLo;6ORD-mcr000ti IAB 17,pu0 0m .. a D_W .. O._. 31rJp0 Q7 O,OD 0 L eaq SO f91 O7 T C'M WARS 1bT 4:0 .. D I I672.W 270; 2im.na 3732 q00 .i .. 40090 INK-1WIIl9CA MIMAa10E 1.Y1 2.16 1 6,30 ] 4:3. _ _ i..... R ... -.y - 1�Tout en 4i tFa6s't1 rP drF1 t4 L'., y, - K6 - = raN OTAI sac � 12 OR r"".4>P 191Az_ to I6La AI mine ECY�O SC•COND FLOOR - - x W1{ 7 • ' BTER OEdOQL - i:.: �., T1 B'DBOWp#D BA C>r = - - ;. J��•_ --+�` :� ? _.�: :1.+� ate' H�_'s � - a WQA ovrdww%s Fr B 14 va B las r u P a ss n -17rrnEa.tEsaTl+Aoca< s:.. 3`JS 11.7D - eBJz aDA�i) .3.50 _ TOTiAI ws . O'K�DOvyI>r000fS7•?OocFARa?a _ -�. 1_ - _A808 _Is,41 21Ca _.. 21A9_ _. _9.99 .. ' - 3D.f•.- fc B +"F :` -'.iTUD1" - ( P:: ll = 'KP:: a'►1M _ : $#-� 6Ty�( - cw.[�Er_FLCOAOR _.atex lap 9200 �.. 414 14t% 65; 164.56 942 is 00 :26 GROU SD OR a7LLAr 61A0: E zAi•9 . 9A9 2.•Cg 9a9. _9.59 ._ a;i LtvEL.V9FMT ec-Fcwr. ASA tem 2165 t3.41 60C 7 1:UIGSCVSiRJ.:6711 2.Oa - t92,x 7" :L'SD W 139)M 421 147.40 1 ...421 .._. _60.50 115.. .. OFEDO " _. 1 FL"CCRSTFLC110M E,iT C,7G 0 GAD 0 7/A .-. 0.. .. 0A0 _. - _ : DID 06ta rrlE E'J CA 0 - Om_- .._D •7y0 0. .. Ono ...,_.' - :.. DA] :• w WA.LdPMl-CLMOR.E)r=-RPOR DOMI Us "0 0 ;,OD .. ] Op'• ..] 1 .. _ .. ._ TCYIwu15 IJR 2016.00 3256 40.00 Bab 110/p0.. 17FB - - a10C.C:. I AMCJIC! .. ga._ $TN REF WALLS OR FJAIJW CE WR: 2.19 .. Dim .11 TOrAE'6:•A�Off4ier'rBAP.Lf�: E T. I 2"s 8•- - - - _ - - .: n J a12 '` 8 eEa1 : 1 9B4 JSACE DU E-UREAO r A3R QUE POUR CLIENf(s) J PAP. A. u SID11aTUFE 0_(PC5)O-JEMTiS) XaU EVISICN AR :OM:1FM[L`6[tl'E7A'10! fNA1L SIGNATURE-LAN , _. - DES PLANS. •LES PtSIDEACESPic-raE 1vC' K PEO A EM X HEAT LOSS CALCL,LATLOH ML ISESPDrSMl :r'A XIGr, UR: �IIILVA.SE INTER►FEUMN W DE1400E � u kWdAl$E CO( 4MANIFS FLOOD D'e3 Pu�3 PAR L[S CUENI(5;. C _. OIGKATUR.SURFACE : C�HTRAT CHELL PAIR DATE RESERVES c_ o The Commonwealth of Mass achusetts Department of Industrial Accidents ;.A -_ Mce of/o�es7/ga�/ogs • ''_ 1 600 Washington Street ° Boston, Mass. 02111 • Workers' Compensation Insurance Affidavit v t name:— locatior. ciry nnone ❑ lam, a homeowner performing all wort:myself. I am a sole proprietor and have no one working in any capacity [j I am an emriover providing workers' compensation for my employees workma on this job. comoanv name address: ciiv: neone=r insurance co- nolicv= I am a soie oroprietc; genera contractor,yr homeowner(circle one) and have hired the contractors listed below who have.. the following workers" compensation poiices: comgariv name: aadress: Cis.: insurance co. solid- -el/3-'G881C�JG8.r'9-'.G� comoanv name: _ address. city phone= insurance _ nottcv= r ttach�ad itiona6sneett�aeeessar5•__ - Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1500.00 and/or r one years' imprisonment as well as civil penalties in the form of a STOP WORE:ORDER and a fine ofS100.00 a day against me. I understand that a copy of this statement may be forwarded to the Ofrice of Investigations of the DIA for coverage verification. 1 do herebv cerrih•undo it pains and penalties of rjury that the information provided above is true and correct. ` Sienatur Date Print e 4/� vB6 �A�D//1/T� Phone official use only do not write in this area to be completed by city or town official ciry or town: permittlicense -Building Department ^'Licensing Board M. check if immediate response is required "'Selectmen's Office - _nHeaith Department ] contact person: phone M; 10ther Information and Instructions d Massachusetts General Laws chapter 1 f2 section ?; requires all empiovees to provide workers' compensation for their emplovees. As quoted from the "law", an employee is defined as every person in the service of another under anv contract of hire, express or impiied, 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 . c.onsuuction 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 who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with :he insurance requirements of this chapter have been presented to the contracting authorit<I. Applicants - Please fill in the workers' cosrcensanon aJ davit compietely, bv:checkir.- the box,tlat avriles to your situation and suppiving company names, address and phone numbers as all affidavits may; be suic—mired to the Department of Industrial Accide^.ts or conri,��.ation of insurance cove�aQe: _also be sure io sign and'date the affidavit. The afrldavivshouid be`re urned to the city or town that the application,for the permit or license-is,being requested, not the Department of Indusmial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers comp nsaiion" 'olicy. pie:se call theMD'epartmenraf he numoer:fisted below:' mgg City or Towns Please be sure that the affidavit is compiete and printed legibly. The Deparnment has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. 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. Th6Deparrmi rit s-address:telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents office of Investigations 600 Washington Street Boston, Ma. 02111 fax ;T: (6177) 727-7749 phone =: (617) 727-4900 ext. 406, 409 or 375 NOTICE N W NOTICE TO a TO EMPLOYEES W` EMPLOYEES The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I (we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: THE TRAVELERS INSURANCE COMPANIES -------------- NAME OF INSURANCE COMPANY ONE TOWER SQUARE HARTFORD, CT 06183 ------------------------------------------------------------------ ADDRESS OF INSURANCE COMPANY (6KUB-688X908-9-00) 102400 TO 102401 ---------------------------------------------------- POLICY NUMBER EFFECTIVE DATES JOHN F MARTIN INS AGCY 1023 ROUTE 28 BOX 350 S YARMOUTH MA 02664 NAME OFINSURANCE AGENT ADDRESS PHONE N PLEASANT BAY HOME INC 256 PLEASANT BAY RD o� EAST HARWICH MA 02645 --------------------------------------------------------------- --- EMPLOYER ADDRESS N (0- ----------------5- ------------- " EMPLOYER'S WORKERS COMPENSATION OFFICER (IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer, if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention, employees are hereby notified that the insurer has arranged for such attention at the ------------------------------------------------------------------ NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER 002710 _ TravelersProperty Casualty W20P1H95 ♦-Travelers Group ESTIMATED PROJECT COST WORKSHEFT Value LIVING SPACE (high end construction) square feet X$115/sq. foot= t— (above average construction) l96 square feet X$96/sq. foot Jr7 a (average construction) ` GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH / 3 square-feet X$20/sq. foot= ���� • o DECK square feet X$15/sq. foot OTHER square feet X$??/sq. foot= Total Estimated Project Cost ? 3 Inclusionary Affordab/e HouWnq Fee Residential Commercial** Property Owner's Name Project Location Project Value Permit umber **Existing Sq. Ft. **Propose New Sq. Ft. Fee $ 07- 14-2011 Tdnv j all .en hV t4vou JJusients Z4.at We, ROBERT E. O DONNELL and BARBARA 0 DONNELL, husband and wife, tenants by the entirety, both of Harbor Road, Hyannis , Barnstable County, Massachusetts for the full consideration of ONE HUNDRED THOUSAND ($10 0 , 0 0 0 . 0 0) DOLLAR §id hereby grailt, unto JONATHXi 1.1. BISCHOF and ELYI�T M. BISCHOF, husband and wife, tenants Dy the entirety, of Mute 30, Jamaica, Vermont 01343 with gnitrinim rvJaznttnt8, the land together with any buildings thereon more particularly described as follows : LOT 8 Shown on plan of land - Hyannis - Barnstable, MA, as Subdivided for Carl G. Hallgren, Scale 1 inch = 40 feet April 1952 , Whitney & Bassett - Architects & Engineers, Hyannis, MA -- Recorded in Barnstable County Registry of Deeds Plan Book 110 Page 19 . Together with a right of way in common with all others entitled thereto w over Warren Avenue & Carl Avenue as shown on said plan. ** Subject to restrictions of record in so far as they may be in force 5 and applicable. a For our title, see recorded deed with Barnstable County Registry of Deeds in Book 1444, Page 481. M ** Together with a Beach Access Right of Way as set forth in Book 7720 Page 172. -u !J U 0 c� 6 t t t LU J t a-- r�, .�qy1� � cT 1-4 CIJ Q4 0 0 a t O w t � W w n-r 24 la! a t siiV� o C ti F-- U t- itn$ss our hands and seal s this �� day of June A.D. P9 . 2 0 0 0 Q1V% mnnf ta.(t4 of f&zgar4uq fts_ _ Barnstable ss. June f� gg; 2000 Then personally.appeared the above named ROBERT. E. O' DONNELL ROBERT E. and BARBARA O'DONNELL 47� � !`�r� .�� and. nowledged the foregoing instrument to be BARBARA O'DONNELL this free act and de d fore e. Richard L. -Curley, Nolfiry Public. My commission expires ; 11/3 0/01 BARNSTABLE REGISTRY OF DEEDS 1J r - 1 4-2Q00 12 1 0 - --3 Ptv j all �ert hu these Fresents That We, ROBERT E. O'DONNELL and BARBARA O'DONNELL, husband and wife, tenants by the entirety, both of Harbor Road, Hyannis, Barnstable County, Massachusetts for the full consideration of ONE HUNDRED THOUSAND ($10 0, 0 0 0 . 0 0) DOLLA herebyrzittt{ unto %d $ JONATHAN 14. BISCHOF and ELYN Pi. BISCHOF, husband and wife, tenants by the entirety, of Lute 30, Jamaica, Vermont 01343 with quitrluim rubertUnfe, the land together with any buildings thereon more Particularly described as follows: LOT 8 Shown on plan of land - Hyannis — Barnstable, MA, as Subdivided for Carl G. Hallgren, Scale 1 inch = 40 feet April 1952, Whitney & Bassett - Architects & Engineers, Hyannis, MA -- Recorded in Barnstable County Registry of Deeds Plan Book 110 Page 19. Together with a right of way in common with all others entitled thereto over Warren Avenue & Carl Avenue as shown on said plan. ** Subject to restrictions of record in so far as they may be in force and applicable. For our title, see recorded deed with Barnstable County Registry of Deeds in Book 1444, Page 481. ** Together with a Beach Access Right of Way as set forth in Book 7720 Page 172. ittteas our hands and seals this �� day of June A.D. P9 . 2000 QlantmLinfuen(th of�&RnSe2a[:hli5 its. Barnstable ss. June /���—jj 39 2000 Then personally appeared the above named ROBERT E. O'DONNELL ROBERT E. and BARBARA O'DONNELL and nowledged'the foregoing instrument to be BARBARA 0 DONNEALL th i free act and d d jforre e. kZ Richard L. Curley, No ry public. My.commission expires 11/3 0/01 w' i EXTRACTS FROM ACTS OF 1912 CHAPTER 502. SECTION 17. In a conveyance of real property the words "quitclaim convenants" or the words "limited covenants"shall have the full force, meaning and effect of the following words: "The grantor for himself and his heirs, executors, administrators and successors, covenants with the grantee and his heirs, successors and assigns that the granted premises are free from all encumbrances made by the grantor, and that he will and his heirs, executors, administrators and successors shall warrant and defend the same to the grantee and his heirs, successors and assigns forever against the lawful claims and demands of all persons claiming by, through or under the grantor, but against none other." f �, rr X � a �( P w (1) Z W 3 S4 1Q W 5 g 0 a r m LL a Ua>qm o , � 0. � O U. W o ; - oI Q I s~ W _ 0 a � r` N rtS / pi tY o t\ W 00 00 x Gq a: o 0 O r.C: �n ca Return to: Jonathan M. Bischof P. 0. Box 233 Jamaica, VT 01343 fi fi f p ➢ c ➢ F IU ➢ F Effective Date: February 6, 2001 fi ➢ Surety Western Company , LICENSE AND PERMIT BOND p 9 KNOW ALL MEN BY THESE PRESENTS:. BOND No. 69117369 p � That we, Pleasant Bay Homes, Inc. of the City of East Harwich , State of Massachusetts , as Principal, F and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of ; F Massachusetts , as Surety, are held and firmly bound unto the r• u Town of Barnstable , State of Massachusetts , Obligee, in the penal sum of Eight Hundred and 00/100 _ DOLLARS ( $800.00 ) _lawful_moneyof the United States, to.be<paid to the said.O-bligee;-for which rayrient•,yell--and-tnaly-to be made, we bind ourselves and our legal representatives,jointly and severally by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the said Principal has been licensed Road Permit. by the.said Obligee. NOW THEREFORE, if the said Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise Ito remain in full force and effect until,� 2002 unless renewed by Continuation Certificate. . , ,, : nd-may', terminated at any time by the Surety upon sending notice in writing, by certified mail, to $ e� obe' 'of�cal Subdivision with whom this bond is filed and to the Principal, addressed to them at t1f Lawal Su named herein, and at the expiration of thirty-five (35) days from-the mailing of said Rbt .. his bond�s�h ll i o facto terminate and the Surety shall thereupon be relieved from any liability for any act oissif°ti� rincipal subsequent to said date. _�bed tiis day of February 2001 ..• ;$ PLEASANT BAY HOMES, INC. Principal Principal Countersigned W E S T E R N U E T Y C O M N Y 77 By a By�_ Resident Agent St hen T.Pate,President ' ACKNOWLEDGMENT OF SURETY (Corporate Officer) 'F p F STATE OF SOUTH DAKOTA ss County of Minnehaha F p F On this 7th day of February , 2001 ,before me, the undersigned officer, personally appeared Stephen T Pate , who acknowledged himself to be the aforesaid F officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer, being authorized so to ; do, executed the foregoing instrument for the purposes therein contained, by signing the name of the ; corporation by himself as such officer. ' IN WITNESS WHEREOF, I have hereunto set my hand and official seal. }'+'FG+dFGFdJ6a6FGF6FGFd9Ga4>GFGaGaGFdJGFGF4F4F0} 9 s B.THOMAS s � � . ; G s SEAL NOTARY PUBLIC MEALs Notary Public—South Dakotas SOUTH DAKOTAs 9 Form 532-9-95 y My Commission Expires 6-2-2003 s , }yhyy�yh�h�yyy�,hh�F�y�Fhyy} s e F il ACKNOWLEDGMENT OF PRINCIPAL F (Individual or Partners) ' F STATE OF ; G , .S G County of . - .. 1 J G U o On this day of , before me personally appeared a U F F known to me to be the individual'— described'in and who executed the foregoing instrument and acknowledged to me that —he— executed the same. My commission expires , Pt) n<: m r .. Notary Public n Y. 'ACKNOWLEDGMENT OF PRINCIPAI: (Corporate Officer) STATE OF -s _.. .. . County of Y. Us L•� -_. x i.-.-lr�.,.. .7.r�,,,.il t i�.f;:;,�. 1<. ... On this day of ,before me personally appeared who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public . ,...ST ._.. -..--,: ...+..:::.,a:+'�-r.-" -,"'�,--''§-�- -'"'»'-':�+:---"^{.-�'^-°fir..i•=' a��"--'�.ae•-•.._Y,._3F��•-�.-.--. ,. _ .,r- ,.,,_•-s...,,r r � ..,+-,.p J f (U 4 f 0.0 G F •rJ �� y' O , _: " W- {7 t• j ro(j � i..`'i, ,a .-rs a ; i',r h+ ,S r y r' 4 w,. n r F b��` f-r r�.:f A`"/'1`ryy�j`•4^}" �t H � _ �r5' � ¢'' .,ei (/1 �`y,Nr r, �� !ti d} � 4�* D tl�{4-�7.� T.�.' 1s � a > F 4 j 2 +' ', f i',, {,1_ 44%"Rd� F, C t a.+.,;+�.Y, „�A n;E �3 tt� .,.IFRY��i r ., r as •iN 'r t :Y; i ,+ ,,d r o r ;`��.F:': 1 f PF ,�1.,. ,.F-r..«. �y�r•FM *`r :"��t r -L., �4 a}{yak., �ry�fXY �'!Y.a z i>i+.k+,f :f �1 {'tl °'i,i�ry , ,dGi.f s .i.., i.y, Q {' a ..a "h !,yrr',^M{, �.r.xYi,�A t r.�; 1.:+.;, Q r,§,te3 ,r• t;! F } .:in {.11 y,Sy, t'! l ; F -i;, '�I i i r .Q`9 '� F+.,-�+y /F�efy�-•bw s{ f F :�+e OI ��` 0. a �.. V� k .,f i� r' �� d rs",s•;1! �•F � r e ���+ .:kr+ ,y« r fi N, t,�, a �,` .I QI d ": W -•v '� �� t'F 4,y.1 f..r�;{ r�;� ,i t -•fir :t, ,, ,}, �,. ;. il ! r '� All � 'tt t r ," �+ 'r l { ,.,J t''.S;_ ! at all• ..yd 4 e..-:YU]fak F' r a';+ l + .Y i`y0 s: Fr'Kti t�I e' is ; of Cdr f t ,✓', a<� py1c �� '� ht�t4� .� i5, x, `d a y �,'ta'. 1 rt ^L^\\ 1 p ..3'14 .� . W' � a V 1f G } _ � � s tF•,, _�rP lVi. �, �iJ r�°' . t:. �r �,..•S� n ��'^ rr g.f; i i 7;; .`� � �,`n� ; r r• U } . 0 * rt ^tt>_Ri<iI 14 f, O G i OF SHE Tp� The Town of Barnstable • muwsrAatE, Department of Health Safety and Environmental Services �A s63p. ♦0 Tfnr��� Building Division 367 Main Street, Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Comm May 16, 2000 Re: 35 Carl Avenue, Hyannis, NIA(Lot#8) Map/parcel 306/177.002 To Whom It May Concern: Based on documentation received by this ul licc, I have determined that 35 Carl Avenue is a buildable lot from a zoning perspective. Sincerely, Ralph M.Crossen Buildung Commissioner RMC/km 4.1 611 , 3. 60L. 3887 15.t TOWN OF BARNSTABLE Board of Appeals • ; $ohcrt ?_ and Parhara r 0T!)nrno11 Petitioner Appeal No. 1972-91 December L 1972 ;! FACTS and DECISION i I Petitioner Rober . and Barbara F. I)onnecber t E __.._ .�Ot ....�,� fled petiti+iu O on _.�to18 1972 requesting u variance-permit for premises at Harbor Road. Street, in the village I � of Hyannis adjoining premises of An,-^lo L. Helena r. Panesia, Lilly E. Fornos, Anthony A. & Jirina T. DeFazio, 2" °eniamin & Ruth Kepnes, Dos,inic S. Troribetta, Xatharine Y. Sullivan Peter A, '!! 1 Eorruerite Strand, Albert H. & Marraret E. Barahe, Michael & Anna Corsi - I it Howard F. Peak, Howard F. Peak & Howard F. Peak I=, Sabestino Volpe, Donald --lizabeth A. Snyder, Brenda S. Gitlin, Jam , James M. & Vera C. Mason Robert s?y= `i E. Venditti, Arthur M. & Shirley A. Yason, James E. Sc Phillis B. Llynch Jr., Allan S. & Nanette Larson, Sylvia H. Maness, Richard H. P. & 'nary Louise Sommcra, Marion L. Peak Notice of this hearing t: )was riven b• mail, j! postage prepuid, to all persons deemed affected and i f News II;I tits:. by publishing in Cape Cod Stmntatel Tim, a daily uewspapar published ir. Tows of Barnstable a i++ copy of which is attached to the record of these proceedings filed with Town Clerk. "! A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Ifyannie, Maas., at 3tlr T1I. P..11. November 22 1972 , k upon said petition under zoning by-laws. 11 r�,i Prescnt at the hearing were the following member:: +I ,P, Jean *McKenzie %- arse Josenh L. k'i„iaffo Buford Goins 1.4. Chairman 1 i i "biz• i`�I _ ' i �.a . t. r a Boa3887 J52 tr ? At the conclusion of the hearing, the Board took nail petition under advisculent. A vies• of-the locus Iran had by the Board. . HI I Oil Decem�r- 19 the Board of 1 II .Appeals found Robert E. and Barbara F. O'Donnell seeking permission to construct P a single family dwelling on lot 9, this lot having less than the required number of square feet. Richard C. Anderson, Esq. represented the Petitioners and stated a, that" that when the lot was purchased the zoning requirement called for ` 75" square feet. After the 1972 Annual Town Meeting, the zoning requirement was changed to 10,000 square feet. The Board found that this lot is lacking only 85 square feet of the required 10,000 square feet. At the time of purchase this was a 2 buildable lot and lots in the immediate area are of equal size and 1 in many cases smaller. These other lots are built upon. The relief sought is minimal. The Board finds that there are conditions especially affecting thia parcel not affecting the zoning district in which it is located Ij generally; and that a literal enforcement of the provisions of the by-law would involve substantial hardship; and that relief may be I granted f-ithout substantial detriment to the public good and with- granted out derogating from the intent or pspose of the by-law. Ii The vote of the Board was unanimous to allow the Petitioners to use this lot a8 for a single family residence. �I'I. .. TOWNOPaARNSTASLE... . 1 I' I aOAROORAPPEALS .• .0 is I NOTICE OFPUSLICNEARMR• I t I UNDER ZONINGOY.LAWS'• ••• •/ '••s. ADD"INo.1+n•yl•.•.•Nevaleatr3.lyrr • \ t i I TO:all Denalfideamaelmw'lalea or. sealleeeeo by I1W Board el ADDeala.Uww;�-s C•`\�„1'm,, 1Y: sec is o1 Chaff.aDA of Ganaral Lara De ,.., ..O •.. i �I 0theCommon."Iff,of Min-aC11V.Nfa•� k' am all amwamaNs mereeal you an. •.M r x < < 4 lov.0 INd MO ROSER nE.AND ?, y 3 '�• �' 1,' 11� 1 IARSARA F. O•DONNELL.lave♦ . i t�� � 4 I' ammaled to MIN B"I'd i oecisial of the SuRdilla $' I" Deaeiae tir CaminiaNn-at a,arf►, jf, as 7�"� Gtah Iv �- ' family ling.in an as OISTRICT, (\,• low*I Pre.nOn lofataa at HARBOR ROAZL i HYANNIS.AI .. flll'- Apy011CheialC,vl:lEa Olean anlnla.. r: �I 0e111--1a.I fa HEARING TOWN SUIIEtNb MAHN.STR EET� * 1� MYANNIS.MASSw*ovff nbw=Im• utiou:-- hoard of .Appeals raH a.0 wt Clerk Town of Barnstable '• JEAMMC=-NZIE 9EARSE.! cant Qfawman•sUFoRDGOINV` as interested x' l 'J0.SEPNA WNLIAMS• ink Inspector III a u rl r� a Information I Board of Appeals ail un c REENEEfl OCT 583 k j i .e I III!Film __._,..._.. .r,_.. . . 1 75471 -- — --..--- 1 i TOWN OF BARNSTABLE eGo�S355rct 117 Board of Appeals `. . .,.t w..w.ra t ,..een at1 for the purlau of ConRtruotion o! �wN S.milZ_dvs}llnj�e�a AB Dlttriet Petitioner Deareber It 1972 With leas than eM rcq rJ, ulred n» er of square fast Appeal No. 1972-91 - ` Lnena is prnen117 sowed in AB District i FACTS and DECISION °! ra T. OeDmmell filed petition on ODUbwr is 19 72. . Petltloner Robert L and Barba M Notice of this boring wu ere�iren by mail,portage Drepaid,to ail perwm deemed atfeeted.seal t _ Barbo/•AWd Street, in the AUap by Dablishin9�GDe Gal�a daily newspaper published In Town of Barnstable a t.I reyonung•rerisnee•permit for Premises at_-- ! adini.ina premise of /l i.. iiii copy of which is attached to the record of these pmeeedina.filed with Tewo Clark. ,.' i'.�n.rr,'c, !11Y S. ror•�•,a,An:lumy:. '�Jirinr T. Dora:io, '; f ;.:rrr.l�•. L ..:'.r.�a Y.4, t•: `l A public bearing 67 the Boned of Appeals of the Tnwu of Barnstable was held at the Town • den le^w ' lwth' Keene Deninti S. Treabc—co 4r.thir'-ne >:. Sell or., iC:or 4. ,t , rrl to $rt•:.r.�, AIb�'= t: = IgrlareI ^ar7n:, !'school L Anna Cord, Office Building,Elysnnie,Mau,at �i15 MI. P.M. November 22 1972 rcai as-ard r. Peak III, Saboatla0 7o'_pn, �orol:i upon said petition under main` hybws. __:cr:De th Lj:y cr, ^rends S. Gitlin, Jan:cD 8. i Vern C. Yaerm, Anbert Arthur r:. i Mr'.•`y A. Mason, Janba=. :a ii1illl,D :ynr.. Jr., ! Rlian S. G'•nnctLn :. Larant., Sylvia If. "ancaa, Richard 6. P. S wry:.oulac f Present at the bearing wen the following members. Pcu1. ... ..-.._..._. .. .. s -- -- Jean mammals scam Joseph A. WLUUs Beard flolna Cbairmaa i f , =f x rl j t i -�_- y bOW535sm lie 1 BODK5355rcE 119 At the ooaeht love of the krnriuu, Ohl I..nl took rid pethw. ,odor � TOWN OF BARNSTABLE odvMamant.A Tlew of Ibr Inn,.wn.I,.d I,r Ikr Rwrit. BOARD .OF APPEALS. 397 MAIN eTw[aT 4 MTANNIa.MAesACHWOCT"asset I Deoeamar h Ie 72_the board of Un f jI Appeals found f r Robert a.and Barbara T. otDmftell @soling pardssioa to eoeatreet 4 a alq,le family dwelling on lot /6,tbie lot hating less than The sognit•cd member of aquae test. April 2!:. 1973 .. Mcbsrd 0.Anderson.asq.rep—seated the %titieners and stated ii Lkmt a•`.ea the I"use pmehaced the seeing rpaireocat oallad for 75DD cmwv fact. After the 1972 Armml Swn,HoeLiag.the "Dug 1I troQeiroe:nL ryas ohsnged to 20.000 square test. _ 7 Mr..Robert r. O'Donnell tat of tW •V Herber, Ms - l� the Dce:d faced that titL lot i. lacking en17 6$L4aaTe Nyttnni s, Ma. 02601 sernired 20.000 iMoere feet. At the time of pmrobaZ*this Tres a 4 b-114ablc lot Lcd lots in the saedinte area am of equal site tud Der Mr. O'Doonollt ! in c:ny c_ros cruller. These other late are built tgtna. She j rolimf eou;ht is minimal. This letter will serve to confirm the fact that your petitions (Appeals tT Cue 1972-90 and 1972-91) granted on December 4. 1972 were variances. Sae Dcard finds that there are conditions especially affecting!Oi/ _ (; porcol met affacting the Loning district in t,'hich it is located M l; C:a:rallyl and that a 21toral enforccvrmt of the provisiene of the _ Thera is no time limit on a vnriaro unl ess aleea it is restricted and we find by-1_w could involve ae3tential hardehipl and th_et relief any be �� k _tI Crcatcd without oubotnntial datrimnt to the pu!)UG Coad and with- r, there were no restrictions on the decisions in roar cue, oL. do.:.-ating from the intent or ptspoce of the by-tow. ;I to use Sincere Li'soser@ d Sincerely. t SJte veto of the board was ttnenimem to allow the!b ��':8� . iI thio let ,a for a single family rosidenee. 1 .,�Ls• ' f, Jo"eeph A.Nillisw i Ilwtriolion.impunnl ; Ja Chairmen i y ' t I Ilwnl of Appeals 4 Uiatribatba,- 1 Town of ilanutebh .� . � Town Clark S I Applicaet t I'eroom Interested 1LLl,l1fIUL��C/1 nnfldinc Impeeto a Cr10.S-Z s B6 1 rnbrr Information '-7\C\h Irm.0 , hosnl of Appoala 1 I 1 `FOUNDATION ONLY' PROCEDURE PERMIT TYPE=BFOUND CODE=753 CONSTRUCTION COST=ENTIRE PROJECT VALUATION TOTAL FEES=BUILDING PERMIT FEE FOR ENTIRE PROJECT DO NOT PRINT THE PERMIT. ISSUE THE ORANGE CARD ONLY.. TYPE THE BUILDING PERMIT ONLY AFTER ALL CONSTRUCTION DRAWINGS HAVE BEEN SUBMITTED AND APPROVED PERMIT TYPE=BUILD CODE= 101 CONSTRUCTION COST=0 TOTAL FEES=0 F. Y Q000906A l - ��fti; (!O�av�Ia(I•It/,!K'CGI�/'Z. r/ . `��7ildQ,l.'I,[ir1P.l(0 BOARD OF BUILDING REGULATIONS icense: CONSTRUCTION SUPERVISOR Number: CS 077406 n fi 3irthdate: 04/23/1963 S Expires: 04/23/2004 Tr. no: 77406 w Restricted To: 00 CHRISTOPHER W JONES 66 BEACH PLUM LANE RREWSTER, MA 02631 Administrator f f `+f FtHE T°� The Town of Barnstable1639. _ Department of Health Safety and Environmental Services rEc r,,o+A Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner J May 16,2000 Re: 35 Carl Avenue,Hyannis,MA(Lot#8) Map/parcel 306/177.002 To Whom It May Concern: Based on documentation received by this office,I have determined that 35 Carl Avenue is a buildable lot from a zoning perspective. Sincerely, Ile Ralph M.Crossen Building Commissioner RMC/lan g000516a .- _� r � �Q, i I y RICHARD L. CURLEY ATTORNEY AT-LAW 72 PINE STREET' HYANNIS.MASSACHUSETTS 02601 (508)775-0346 FAX(508)775-0347 May 16, 2000 Ralph Crossen, Building.Commissioner e Town of Barnstable 367 Main Street Barnstable, MA 02601 Re: Lot#8 corner of Warren Avenue and Carl Avenue, Hyannis, MA Present Owners: Robert E. and-Barbara O'Donnell Parcel No. 306 177 002 Dear Mr. Crossen: This is in response to your request to Mr. O'Donnell to provide an update concerning the status of the above referenced lot. Enclosed herewith is a photo copy of your letter of October 12, 1995, indicating said Lot 8 was,buildable at that time, together with the attached copy of the recorded plan, recorded with the Barnstable County Registry of Deeds in Plan Book 110, Page 19. I have examined the records at the Barnstable County Registry of Deeds and certify that there has been no change in the ownership of Lot 8 since the date of your letter(above referenced). The abutting Lot 7 (copy of your letter of October 12, 1995 advising it was buildable is enclosed) was sold to Mark L. Tomaiolo and Carol Lynn Tomaiolo on January 10, 1996. If you have any questions, please feel free to call me. N U truly yours, / t Richard L. Curley RLC/mm Enclosures 4 VS o T> TOWN OF BARNSTABLE r BOARD OF APPEALS - -. axa 'ram, oe�o67Y' 397 MAIN STREET HYANNIS. MASSACHUS.ETTS 02601 `1973' '"r. . !iohert T . O t Donnell ar�or Woad . , u_.annis, :-a. 02601 Dear _'Ir. O'Donnell: This letter will serve to confirm e fact that your petitions ;Appeals r _ Case 1972-90 and 1972-91i granted on December 4 1972 were Variances. .._.._=..R• T'nere is no time limit on r Variance unless-it is -restricted and we find there uore no res;ricti:ms on the deci sons in your case. S'zncerey 0 �""" x Joseph A.. Iiiiiiams -- �harrman �' j� 1.4 " �Ky3 .a 41611 Booty���7 PALE JSJ - TOWN OF BARNSTABLE Board of Appeals Petitioner Appeal No. ......._._.. 191 -91 December Il is72 FACTS and DECISION Petitioner Robert:E. and .Barbara F. OtDonnell filed petition on October 18 19 72 , requesting a variance-permit for premises at Harbor Road __�_�w _ Street, in the village of Hyannis___ ______ adjoining premises of Angelo tl . & Helena K Panesis, Lilly E. Fornos, Anthony A. & Jirina T. DeFazio, Benjamin & Ruth Kepnes, Dominic S. Trombetta, Katharine M. Sullivan, Peter & Marguerite Strand, Albert H. & Margaret E. Barabe, Michael & Anna Corsi, Howard F. Peak, Howard F. Peak & Howard F. Peak III, Sabestino Volpe, Donald P. & Elizabeth A. Snyder, Brenda S. Gitlin, James M. & Vera C. Mason, Robert Venditti, Arthur M. & Shirley A. Mason, James E. & Phillis B. Lynch Jr., Allan S. .& Nanette T. Larson, Sylvia H. Maness, Richard H. P. & Mary Louise Sommers, Marion L. Peak Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and News by publishing in Cape Cod Stan hmil Times, a daily newspaper published in Town of Barnstable a. copy of which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at 3:1 November 223 . M 1972 upon said petition under zoning by-laws. Present at the hearing were the following members: Jean McKenzie_ Bearse Joseph A. Williams Buford Goins Chairman ___ �i Book 3887 FATE 152 At the conclusion of tile hearing, the Board took said petition under advisement. A view of the "locus was had by the Board. -- Oil ............_......December 4._ _ _.... 19 .72..._, the Board of Appeals found Robert E. and Barbara F. O'Donnell seeking permission to construct a single family. dwelling on lot , 8, this lot having less than the required number of square feet., Richard C. Anderson, Esq. represented the Petitioners and stated that when the lot was purchased the zoning requirement called for 7500 square feet. After the 1°72 Annual Town Meeting, the zoning requirement was changed to 10,000 square feet. The Board found that this lot is lacking only 85 square feet of the required 10,000 square feet. At the time of purchase this was a buildable lot and lots in the immediate area are of equal size and in many cases smaller. These other lots are built upon. The relief sought is minimal. The Board finds that there are conditions especially affecting this parcel not affecting the zoning district in which it is located generally; and that a literal enforcement of the provisions of the by-law would involve substantial hardship; and that relief maybe granted without substantial detriment to the public good and with- out derogating from the intent or purpose of the by-law. ` The vote of the Board was unanimous to allow the Petitioners to use this lot for a single family residence. Restrict.i �>y�, TOWN OF BARN STABLE a l� j BOARD OF APPEALS NOTICE OF PUBLIC HEAR UNDER zbNING-SY-U, S Appeal No..1972-91 :,-Navem 0VM. TO: all persons deemed intdested.er_� affected by the.Board of-Ap d 0, �1 Sec.15 of Chap.-40A.of General Laws.Okr the Commonwealtiv"•of Massachusetts t �` and all•amendnlenfs:theretol you,,-are ? `► C ! _ herebynotited thatY ROSER .M' ANQ' ,, 00 BARBARA. F. ,=O'DONNELL F.have:w IV,• �� �%1 ,O /1_,.,r appealedto.fheBoardofAppealsftom.•li decision the a ? Building Inspectors '���•: � petitions fork;•.�Construction .of a`one family idwwdffts <an AB:D15TRtG> :� Premises fo=le&awwu=R HYANNIS,'/1lki x r pet+tion.-Min., -RDDIYE.:' ' TOWN .B]lili.- STREET ' HYANNIS.AAASS oirwwe ribec2s:'19rr.=" butiou:— Board of Appeals , at3.15 pars: - - gi;r -, Your areAnvi G f Clerk Town of Barnstable By ftM:Baw:dof Appealii_. . tfutESEe►RSEw< cant ajlegr�t' Chairmani:-` IIS interested -. ±PL>'BUFDRIIGDtNs'" =, JDSEPH A.WfLL1AMS- in- Inspector (1141-15 72 . . c 7 wl UVI a Information - .......... ,_. .`� r. _.��.. �id-ZJ Board of Appeals ail an y QUERY PROPERTY: QUERY END QUERY PROPERTY PENTAMATION----------------------------------------------------------- 05/16/00 PARCEL ID 306 177 002 GEO ID 43815 LOT/BLOCK 8 DBA PROPERTY ADDRESS OWNER ODONNELL 35 CARL AVENUE ROBERT E & ODONNELL BARBARA F HYANNIS 20 HARBOR RD HYANNIS MA 02601 PHONE DISTRICT HY DEVELOPMENT STATUS C ASSESSOR' S CODE CAPACITY (NOTES) ZONING DIST/ZOC RB SEWER SYSTEM FLOOD PLN/ELEV. WATER SYSTEM OKH? # BEDROOMS ZBA DECISION FAMILY APT LOT SIZE 10018 . 8 OPER/MGR NAME WET LANDS MULT ADDRESS USE 130 PROTECT DIS.T AP (N) EXT / (P)REVIOUS / NO (T) ES / PER(M) ITS / (V) IOLATIONS / (G) EOBASE / (E) XIT NO MATCHING RECORDS FOUND The Town of Barnstable MAM � Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner October 12, 1995 TO WHOM IT MAY CONCERN: Our records indicate that Lot#8 at the corner of Warren Avenue and Carl Avenue in Hyannis, MA, is a buildable lot. Ralph Crossen Building Commissioner RC:lb g951012b i { Gosu�•� LCCu S rT. /�yANN�s HARBba. L 0C • l ON MAP Assessors Mop 306 Parcel 177-2- LOT 6 , LOT 5 100 •p0 n LOT 8 w 75 ' 91915 S . F . 29 � 0 . 23 Ac . 26. CD 1. C 3 m O o C o v9� jD m O O pmv e O 2 12• �n 44 • _ N a0 •p0• v EN F E 8 282001 ®RAN ENGINEERING , INC . ����"°F"�'Ssq� STEP EN y� 941 MAIN STREET. SO. HARWICH . MA 02661 432-2878 9398 _ P CER T/ F/ ED FOUNDA T/ ON PLAN IN HYANN / S , HA Su l certify that the foundation on this lot is located as shown above and conforms to the setback r&'9u i remen is of the Town of BARNSTABLE and is not located within a high flood hazard area. PROJECT : 01 v 027 SCALE : 1 " = 20 ' J DA TE : 212210 / . t •Laeus . n �1J'gtiNis ,y9�,eo�, LOCATION MAP ASSESSORS MAP 306 PARCEL 177-2 AREA : 9,,915 S.F. I .P/FND 0 U.P. ' 37.8 l�• 0 100 .00. I .P:/FND /•: 38.9 ` ' r �2 4/ >>�i�wAv II TjILE �8 2 3 .0 4gpa6E 00 z� D 30 o 39.0 9. I WA- p j�id'OStD -$ vice 39 0 Z �w�cLG/NG C 39.8 _ 7% O rv(U� 41'D m 39.7 39L a o r F /BKI • / } MANHOLE /J 39 3 37:8 40.0 0 b� n' FND 39.9 0 • 39.2 80 '0 TK A SET p.K/SET' 40.0 38 0 MANHOLE I .P./FND ....o•f••''�A✓E/„E� 37�7 39•.2...�;E ENS N w 5, Z L�149T/oN 38.6 PLAN REFERENCE : L 0 T 8 . PLAN BOOK l l 0 PAGE / 9 ORAN ENGINEERING INC . OF MA 9C P�.�N SS 2 S B N PHEN 941 MAIN STREET. SO. HARWICH . MA 02661 1' G 432-2878 o N0.39398coo ' n• J v CERTIFIED PLOT PL AN IN HYANNI S, MA SS. �No� I ce rfl Fy that the building on this lot Is located as shown r above and con Forms to, the sefbacK requirements of the Town of HYANNIS and 1s not located wi thin a high Flood hazard area. . .PROJECT : 0 / - 027 1 SCALE : / " - 20 ' DATE : 2/2/01