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0074 CHERRY TREE ROAD
. � � - f �� i ,, . - y � ,✓} f • j 1 a • �� �, a ,; ` .. .� � o ., U ti �+,�,,..r...,, r.,.,.�n �. r+ � - .._ .� , ,. .. �. __ .: �_. . Town of Barnstable *Permit# tME F.vires 6 months om i ee dat� Regulatory Services Fee Thomas F.Geiler,DirectorNAM 61 Building Division V' Tom Perry,CM Building Commissioner 200 Main Street,Hyamus,MA 02601 www.town.barnstable.ma.us Fax:508-790-6230 Office: 508-862-4038 APPLICATION - RESIDENTIAL ONLY EgpItESS PERNIIT Not Valid without Red X Press ltnprird Map/parcel Number r �1 „1 A o a6 Property Address ( `� l.� Z -00 %,p Minimum fee of$35.00 for work under$6000.00 residential Value of Work L 5 .J� f l Owner's Name&Address -7 u T C d u;L [. I r-� ` roc - �7 < �� Telephone Number � Contractor's Name Home Improvement Contractor License#(if applicable) U °`t Construction Supervisor's License#(if applicable) IT ❑Workman's compensation Insurance APR U 3 2012 Check one: ❑ I am a sole proprietor ❑' I am the Homeowner J-u 3-1 have Worker's compens�on Insurance �/ TOWNTOWN ®F B/�F�NgTABLE , � Insurance Company Name v �'�c'�J Workm an's Comp.Policy# Wle-cio5 - 30 � Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ old shingles) All construction debris will be taken Re-roof(hurricane nailed)(stripping to 0 Re-roof(hurricane nailed)(not stripping. Going over- I existing layers of roof) \ ❑ Re-side #of doors (maximum.35)#of windows \ ❑ Replacement Windows/doors/sliders.U-Value ent regulations,i.e.Historic,Conservation etc- 'Where required: issuance of this permit does not exempt compliance with other town deparim rty Owner must sign Property owner Letter of Permission. Improvement Contractors License&Construction A copy of the Home Supervisors License is ***Note: Prope req ATURE: �"'1/ SIGN RESS.doc �\I,ocal\IvSicrosoft\Windows\Temporary Internet Fd�\ContentOutlook\DDV87MZ\EXP I :.\UsmWecoU.I\APP evised 072110 The Commonwealth of Massachuselts Department of Industrial Accidents Office of Investigations ir 600 Washington Street Boston,MA 02111 wivry ntass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name Muss lOrnganizatiwdildi idoal): 'D eo---A �" � fo�n �-C-•� Address: 3O ;s City/State/Zip: w��'�n J Phone Are�y an employer?Check the appropriate box: Type of project(required): 1_LrJ I am a employer with l_ 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).: 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 sob-contractors have S. ❑Demolition loyees and have workers' working forme in any capacity- emp 9. ❑Building addition [No wormers'comp_insurance comp-insurance-1 required-] 5.❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LC]Plumbing repairs or additions myself[No wormers'comp- right of exemption per MGL 12.❑Roof repairs insurance required]I c.152,§1(4),and we have no employees.[No workers' 13.[i]'Other 1'-� o comp.insurance requited.] •Any applicant that checks boa N mast also fill out the section below showing their workers'compensation policy information ?Homeowners who submit this affidavit indicating they are doing.,all wait and then hire outside contractors mast submit a new affidavit indicating such =Contractors that check this boat mast attached an additional sheet showing the name of the sub counac:tors and state whether at not those entities have employees. If the sub-contractor have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees Below is the po&ry and job site information. /J Insurance Company Name: P4,1( �eferiS J:os A-e,►c Policy#or Self-ins-Lic.#: LJ 6 0 0 t "3 O—a F S/ Expiration Date: 2 Address- ` Job Site Address- -1'( �e c f'y��� Ln City/State/Zip: �' ilhr-,✓q'Oa 6 3L Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500-00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to V50-W a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby cer undqtgp&s and penalties of perjury that the information provided above is true and correct Si tune: S Date: y a- ( Z Phone# 5 y0 5'SCS �7 ,S Official use only. Do riot write in this area,to be completed by city or town official, City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone M OP ID: LF AC�RO DATE(MMIDDIYYYY) •�� CERTIFICATE OF LIABILITY INSURANCE E(MMID /Y THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRODUCER 508-548-2500 NAME: Paul Peters Agency,Inc. PHONE FAX P O Box 669 A/C No Ext: A/C No): Falmouth,MA 02541-0669 E-MAIL Joanne M.Jonas ADDRESS: PRODUCER WATTSE1 CUSTOMER ID#: INSURER(S)AFFORDING COVERAGE NAIC# INSURED Sean Watts Construction,LLC INSURER A:Commerce and Industry Ins. Co. Kim Watts INSURER B 30 Baptiste Lane East Falmouth, MA 02536 INSURERC: INSURER D 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 I TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MMIDD/YYYY) (MMIDDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ CLAIMS-MADE I�OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC $ n AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ NON-OWNED AUTOS $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WC STATU- OTH- AND EMPLOYERS'LIABILITY T RY LIMIT ER A ANY PROPRIETOR/PARTNER/EXECUTIVEY- N/A WC005-30-2951 09/22/11 09/22/12 E.L.EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Carpentry - Massachusetts The Workers' Compensation Policy. does provide coverage for Sean Watts. CERTIFICATE HOLDER CANCELLATION REBEJA1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Jason Rebello ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 2292 Mashpee, MA 02649 AUTHORIZED REPRESENTATIVE Joanne M.Jonas .a B I p- ©11988-200TACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD r • 639. Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I )�W1 1� V1 4- ,as Owner of the subject property hereby authorize 7eoh wok to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature f Owner Date .✓� 46 UI� Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollikWppDataUAcal\Microsoft\Windows\Temponiry Internet Files\Content.Oudook\DDV87AAZ\EXPRESS.doc Revised 072110 ' t i License or registration valid for mdrvidul use only SdQ/Ao9-ssey�° M :o;as;ag before the expiration date If found return to Office of Consumer Affairs and Business:I_egnlatiew •asuaml sigl jo uoi;e:)onaJ.ioj asne:si 16;".Park Plaza-Suite 5170 apoi 2uippng a;B;S s}lasngaessgq.` Boston,MA 02116 ay33o uoUipa;uaalna a ssassod o;alnlie3 . sa1uoH,fllui83 Z T-9I pa;au;sajun _Q0 Not valid without signature'. \ .00 :ol pappisam 1/ ... " r Massachusetts- Department of Public Safety:` Board of Buildin!t, Re!,,ulations and Standards �ie �ommzonruea / o�✓�aaaac�tuaet! Construction Supervisor License - Office-of Consumer Affairs&Business Regulation..,, License: CS 82753 - HOME IMPROVEMENT CONTRACTOR 'Registration +,.153727 Type: Restricted to: 00 a° . .Expiration 11AtZQ-3 DBA. SEAN D WATTS APTIS_TE LN ~r SEAN WATTS CON TR�UCTION LLC. =t s 30B _ I_ :'k!t\' .E FALMOUTH, MA.02536 SEAN WATTS , �:- ` ti.. 30 BAPTISTE LANE' ; Expiration: 4/2/2012 EAST FALMOUTH MA"'02536U Undersecretary rJR-03-2012 13:50 From:REAL ESTATE ASSOCIAS 5083103031 To:15087906230 P.1/1 ge Page 1 of 1 Please be patient while your image downloads. semi Wwly Comtrud*LLC., 1XI O SERVICE Cu 1 A 10 3u�p�n1IIaelam Felm a.►N I Mtl!'Stmmn11 LEA i1'25)G Sa•BO�Yttu ' F404p Sd19fi19Edi 1 a 3116012 I8'PA�YT1010"F ClimmonwaaCh,ofulasaeclnrsetts .�:=F f ;1; ,-• l:$^100.00 e One Hundred and 001100-1... ^"^^��^; ~'~�~~�~~� �^^�^•^��^�^^�•^•�••� GOLLAKS n tl MassachusM Dept of Revem a P.O.Box7072 !j-1��:_i• Boston,MA 02204 s:MEMO Lkcns410S-097T53 _.�.._.._ _,_..��=:i J�►M(�`—L{ i`i V E 000181001 ': L L4B9656�:Z00000 i 760 2440• Front Image Page 1 of 1 Please be patient while your image downloads. %�1S1aa �0 1 1� z�' -Y „' -'hi 1y. v� = m_ OI �lr (Do'OI ^ x n :; ' =,n_ ,Irl z I f Y(�6 P 3 3 1[�i J� i _.r- 1J C '_S N. .I:;I A ;,56�"�I ..�: ' pu:•i. �:`.= ,- 1.� .•' hl'ZIplo -�i_ i Owwo_ ::::,G..bd:►.'F:•r,l- rol I ila!tp0�`• (V r/ .I'SI _y�, _�. Y- .:�i', "F•i .0 - K !, 36'1 0o'. 0 11141:9nA- •If" o'l is :S': 2 c^,' 170. Back j Front Chose Pro � � ` Town of Barnstable Ffi��r ��I c (7 Zoning Board of Appeals j - - Variance Decision and Notice 9 9l "T V / e Appeal No : 1991 -47 Applicant : William L. Mattos -------------- --------------------------------------------- At a regularly scheduled hearing of the Barnstable Zoning Board of Appeals , held on September 28 , 1991 , notice of which was duly published in The Barnstable Patriot and forwarded to all interested parties pursuant to Chapter 40A of the General Laws of Massachusetts , the applicant William L. Mattos , appea.led to the Board for a Variance to Section 3-1 . 4 ( 5 ) , Bulk Regulations , of the Zoning Ordinance , to allow a lot not in compliance with the minimum area requirements of the zoning district to be utilized as a buildable lot . The applicant ' s property is shown on Assessor ' scMa-p-_a-n-d` Parcel Number 19-%_17-7), more commonly located at the corner of 'Cherry Tree and Guinquissett Roads , Cotuit , MA . The property is zoned RF ,' Residential. F District . The applicant ' s request was heard by the following Board ' members : Gail Nightingale , Richard Boy., Dexter Bliss , Betty Nilsson and Chairman Lally . Summary of Evidence : The applicant , Mr . William Mattos represented himself before the Board . He explained that the property was originally subdivided in 1976 and that his father , Mr . Wm. V . . Mattos Sr . , purchased the land in 1981 . Between 1976 and 1981 the minimum lot area requirement was increased to one ( 1 ) acre . In 1982 , Mr . Mattos Sr . and Robert H . Quinn , were granted a variance to the minimum lot area requirement (Appeal #1982- 29 ) . In 1983 , Mr . William Mattos Jr . purchased the lot from his father however , due to financial problems he was unable to build a single- family dwelling on the lot and the variance expired . Mr . Mattos Jr . is again requesting a variance to permit construction at this time . He discussed the reduced size of the lot as being minimal , amounting to only 0 . 08% of the required one acre . The lot is also unique in shape , being a corner lot . He also documented that abutting and neighboring lots consist mainly of half -acre or less . Z. The public was invited to speak . No one spoke in support or opposition, to the petition as presented . Findings of Facts : At the meeting of September 28 , 1991 , . the Zoning Board of Appeals made the following finding related to Appeal #1991 - 47 : 1 . The lot in question (Assessor ' s Map 19 , Lot 177 ) , is extremely unique in shape when compared to those in the surrounding neighborhood ; 2 . The variance requested is .minimal , being only . 08% of an acre ; 3 . A view of the Assessor ' s Map of the area reveals that the two ( 2 ) lots created if this variance were granted would be approximately 0 . 9 acres each and would still constitute the largest lots in the neighborhood ; and 4 . A required merger of these two lots into a single lot of almost two acres in size would not be in keeping with the intent of the Zoning Ordinance and would represent a substantial hardship to the petitioner ; The vote on the findings wa-s as follows : Ayes : NILSSON , NIGHTINGALE , BLISS , BOY , LALLY Nays : None Decision : Based upon the findings , a motion was made by , Dexter Bliss I to grant the relief. requested . It was seconded by Gail Nightingale . The vote was a follows : Ayes : NILSSON , NIGHTINGALE, .BLISS , BOY , LALLY, Nays : None Variance #1991 -47 is granted as requested and is subject to a 20 day appeal period . I L l Any person aggrieved by this decision may appeal. to the Barnstable Superior Court, as described in Section 17 of Chapter 40A of the �. General Laws of the Commonwealth of Massachusetts by bringin_g:.an action within twenty days after the decision. has been filed in the office of the Town Clerk. �-- ,/7-��_Chairman i I' Clerk of the Town of Barnstable, Barnstable County, .Massachusetts, hereby certify that twenty (20) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day of 19 under the Pains and penalties of perjury. Distribution: Property Owner Town Clerk Town Clerk Applicant Persons Interested Building Inspector Public Information Board of Appeals I i �L MYCOCK, KILROY, GREEN & McLAUGHLIN, P.C. ATTORNEYS AT LAW 171 MAIN STREET BERNARD T. KILROY HYANNIS. MASSACHUSETTS 02601 OF COUNSEL ALAN A. GRFIF:N AREA CODE 617 Ell WIN S. MYCOCK CHARLES S. MCLAUGHLIN. JR. MICHAEL D. FORD 771.5070 ADDRESS nw. MAIL P.O. Box 960 MARK D. CARCHIDI HYANNIS. MASS. 02601 LAURIF:A.WARREN ' MARIBETH KING REFER 1'u FILE N March 20, 1987 Joseph Daluz , Building Inspector Town Hall Hyannis, MA. 02601 Re: Lots 17A and 18A, Guimquisset Road, Cotuit Plan Book 403, Page 22 Dear Mr . Daluz: Please be advised that this office represents Ronald J. Mycock the owner of the property and dwelling house situated on the corner of Oakwood Street and Guimquisset Road, Cotuit. Mr . Mycock ' s property i-s adjacent to the above mentioned parcel of land shown as Lots 17A and 18A on a plan recorded in the Barnstable County Registry of Deeds in Plan Book 403 , Page 22 . It is my understanding that• a building permit has issued for Lots 17A and 18A for the construction of a single family home thereon. When the Planning Board approved the plan, a copy of which is attached hereto, which allowed a portion of what was formerly Lot 17 to be carved off (Parcel A) , to be added to Lot 20, resulting in LOt 17A .which was combined with Lot 18A to allegedly form a new buildable lot. However , the minimum lot size at the time that this reconfiguration took place, was one ( 1 ) acre with a width requirement which this lot does not meet . - As you are ,well aware, the endorsement by the Planning Board on the plan gives the new lot no zoning protection and because it is a newly created lot and one which did not exist prior to the zoning change, it has no grandfather protection either under Chapter 40A, Section 6 or Section G of the Town of Barnstable Zoning By-law. r CS Page 2. - Ltr . to Joseph Daluz, Bldg . I"nspector - March 20, 1987 Therefore, it is the opinion of this office that to construct a single family'home on Lots 17A and 18A a variance is necessary from the Barnsable Board of Appeals. Should you have any questions reqarding this opinion, please do not hesitate to contact me. Very t 1 y s`, Mi ael D. Ford MDF/djw CC: Ronald J. Mycock 2938d r 1 S i � t TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 019 177 GEOBASE ID 767 ADDRESS 74 CHERRY TREE ROAD PHONE Cotuit ZIP - LOT C 2 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 14342 DESCRIPTION BLD PMT #34782 (PENT #5952) SINGLE FAMILY PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safet; ARCHITECTS: and Environmental Services TOTAL FEES: THE BOND $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY ► amiffrABLE, 039. ►1��OWNER HOLUK, STEPHEN R & RITA Ep�Cl ADDRESS 1 ASPEN CIRCLE BUIL N I WILBRAHAM MA BY DATE ISSUED 04/08/1996 EXPIRATION DATE A CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED FOR 7y CHERRY TREE ROAD, COTUIT. PLEASE RELEASE THE CASH BOND OF $1.000 TO: STEPHEN HOLUK 1 ASPEN CIRCLE WILBRAHAM, MA (SEE ATTACHED DOCUMENTATION) `7 yl� 9 1� x MYCOCK, KILROY, GREEN & MCLAUGHLIN, P.C. ATTORNEYS AT LAW POST OFFICE BOX 960 HYANNIS, MASSACHUSETTS 02601 Mr. Joseph ,_Daluz Building In,s.pector Town Hall Hyannis, MA. 026,01 \I .0-100 all IATIC FILM KOQAMATIC FILIN KODAMAi1C F/LM KODAA 1 � a' `J. s ..* wt i.T '� • � �� k J a� R`if , . .� �,,. � - . riJ -- -- ------- �` - - -4 rl ityam: s r :r ��y'x�Q�lN� �o�s�t.,ts� -�� ���� L f s S ILI. ,I '. TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 019 177 GEOBASE ID 767 ADDRESS 74 CHERRY TREE ROAD PHONE Cotuit ZIP SLOT C 2 BLOCK LOT SIZE' DBA DEVELOPMENT DISTRICT CT PERMIT 14.342 DESCRIPTION BLD PMT #34782 (PENT #5952) SINGLE FAMILY PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS Department of Health, Safety' . ARCHITECTS: and Environmental Services TOTAL FEES: �tME w BONI) $.00 CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY MASS. 039. OWNER HOLUK., STEPHEN R & RITA ED MO►� l ADDRESS 1 ASPEN CIRCLE BUILDIN D , N' WI LBRAHAM MA BY L / �L ! �� DATE ISSUED 04/08/1996 EXPIRATION DATE THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) IMA�C(, I / L DATA TOWN OF BARN5148LE,!MASSACHUSETTS + , PERM fl i DATE `it---- ---- 1g- RE.RM:, P.C._._- __ .-.��A:��49;7f -- APPLICANT -- (NG.) f'ONTR'S.i• NSEI PERMITf--1 STORY NUMBER OF•_ ------ .._.:�.�CiV?E!_LING UNITS. —(TY,t 01' IMPitOVEM£NT) NO. IPROPOSEr. USt) — -- S — _ t. + f ;� —(NO.i (STRU-::T) SUP BETWEEN — /ND----------=-------- _v. (CROSS STREET) --------- �_�-���C;2055 ST. 1 1 t0T CIb'!SIOY--- ------= ---LOT-- BL.00K------S:Ze. rAT {LOCATION .�-- ----- --- BUILDING IS TO wE --_ -FT, W!DE By ,-F.. LUNG 8Y._ _—_-_ ._ r 7 IN HEIGIiT ND SHALL CONFORM IN CONSTRUCTION .c TO 'fYFE _-_—USF_,GROUP _—:IASEM_Nr WALLS OR FOUINLATIUN _— !TfPE) REMARKS: —_ AREA OR Ls_r �i(1 *;2 PERMIT VOLUME -- ——----..F.S'F I MATED COST ------------- -c E _----— (LUOiC/SQUARE FEE)) OWNER EIVILCING DEPT. ADDRESS --..----- THIS PERMIT CCNVEYS NO RIGHT TO ,C t1PY ANY STREFT, ALLEY OR R r; W IDEYlAI_K O AAf PA THERE".F. EIT;'. >,•P - LY OR PERMANENTLY. ENCROACHMENTS ON FI!gLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNCER T:'i E' 9UILf: � RJG 9E AP- 4ov«v BY THE JuP.ISJiCTION. STREET O= ALLEY GRADFS A'a WEyL AS DEPTH ANC LOCATION OF :'U81_iC SEWERS AINED OF PUBLIC WORKS. TH.2 ISSUANCE OF THIS PERMIT C:iFS 'd U'f RELEASE THE Arpt_!CA.N,1 I ROM TIONS OF ANY AP-L;CABL,i sllf3DfV ISl2:N'rt'ESTFt:.. ^>.- - MINIMUM OF r THREE CALL I-APP120-VEr! PLANS M!1S EI REYAINED 'JN J;_,Ei,A;{�-�;,_;;_;fit y:I•-oE Af?k ICAB:-E SEPARATlL INSPECTIONS REQUIRED FOR �- - ALL CONSTRUC.TIO(V WORK: (CARD KEPT POSTED UNTIL FINAL INSPECTION HAS er_7. t F-RMIT`' ``R. r �o� _ I ELcCTk-CA{_, PLUMS;UMB:N,N� 4r:D I. ,N FOUPDATIOS OR FOOTINGS, I MACE. Wli ER I-- A CER TIF:CATE OF OCCUPANCYP..E-j MEC.11A.NICAL rNSTALLATiONS. 2. PRIOR TO COVERING STRUCTURAL QUIRE0,SUCH BUILDING L f SHAL 1)Y,t E Oc:C1JP!ED 'LlfdTll_' MEMBERS!RE.AD. TO LATHI, I :1, FINAL INSPEC IION NEFOP.0 ;FINAL. INSPECTION HAS BEEN MADE_. -I Or CJPANC Y. POST THIS C.A ,D S-0-0 IT IS VMIRLE F A STREET ---- BUILDING INSPECTION APPRGVAI-S -�- PLUNlf3;NG INS?GCTION A?PPOVAL$ -LLEC,RIC4L!NSPL'C'flCIN Aa=?wA1,ALS -- Fq J J J -P_:z �. ; t HEATING i1SPEC'.IGN.APF 01/ALA I ENGINEERINC DEPia?TMENT FiDr HEALTr U7kL'fi--_.--- REVIE4VAPPROVAL- -WORK SHALL HO.1'PFOf;EED UNTIL fHE irlSPEG PERMIT 'N.!LL BECOME. NULL AND VO)D IF CONSTRUCTION j y;ncC;IO�t�!;;)D(�\TED ON [HIS CARD CAN BE TOR,HA APPROVED THE vARiODUS STAGES OF � (/O 4� TEN RK 15 NOT STARTED' WITHIN SIX A'.ONTLII OF DATE THE ` . 1? NGED POR 6Y lEL'cFHGNE OR WH!1 CONSTRUCTION. PERMIT IS ISSLIED AS NOTED ABOVE. + NOTiF1;I'TION. I 9 1 a • r i .'.�,...4 ., ._.. ..,�,�,.,,.. „.,,z+;: ✓.�...s^"4'a.,,'�.:^ar'ro,e••i;ne,;.' `^' `;�••'�•.'w..:�r'"<.�,b;.s'4`4e+'`'�•�� . HL �UK° M D � ~ 9a v ` ,• _ ASPEWCIRC 'PAY �.•„ �c s o: ,ys„�� � ..-. .. 00..'' � I .. e,^ ` �/�• .�"OiO. i ;s!w �,rc�.;�,.`�,A��'�o�"'' ` ��_ iQ. A�d IA we i„}• � .. ems„" _ �'"' ,rm'°�/-4 <�Waie:Maysaohuset,�o'��°".�r. „>_ �'*.- �" 'h...N�q,.�-",.a,,,�cam•• htor3avinBs�'`o�`'y'°n.':rr,•'O�a4,,cmng�•:aA� - r,,. ,• >r`o,.,��V�,�a�..:"*4^�";% ,i' ;� .. q_q`� ��~i. .a •../"��'_.a�+4 ..��.�Ti'iw� _� �� '•�.J�4.- .''Y�a�`� v^elf �..i"'C 7- r'7 11 ------------- a e TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION .! . .�.°... ;.t�.= `"'S• aaaaaaat�aaa- Please print. DATE JOB+ LOCATION Number Street address Section` of "HOMEOWNER" 'tp . Name 2 3-29I$ ` Home. phone Work phone PRESENT MAILING ADDRESSfu �• � ity town 11 State ��' :;> The current exemption for homeowners" w Zip code dwellings of six units or less and rs allow extended to include owner-occupied dlwellil for hire who does not homeowners to engage an in- acts as su ervisor. Possess a license DEFINITION OF HOMEOWNER: Provided that the owner Persons) who owns a side, on which there parcel of land on which attached or or is he/she resides or intends to re- detached structureslaccessorto be, a one to six family A person who constructs more than Y to such use Y dwelling, considered a one home and/or farm structures.. homeowner. Such "homeowner" in a two-Year on a form accefficial ptable to shall submit to shall not be for all such work the Buildin the Buildin Performed under g official,� that he/she shall be responsible the build ' ermit. (Section 109.1. _ The undersigned "homeowner" Building Code and assumes responsibility for Compliance Pliance with the Stat The undersigned "home , rules and re Barnstable er certifies regulations. Building D p r ent that he/she understands and that he/she will minimum the=Town of: ° y w said inspect 'on procedures and HOMEOWNER' P ocedu es and requirements. APPROVAL OF BUILD G OFF � � V�CIAL N Note: Three family to comply with dwellings 35, 000 State Buildin cubic feet, �g Code Section 127 0 or larger -will be required Construct . on Control. i HOME OWNER' S EXEMPTION The code state that: "Any Home Owner performing work for which . a„ building' permit is required shall be exempt from the provisions of this section (Section 109. 1 . 1 - Licensing of Construction Supervisors) ; provided. thatlif Home Owner engages a persons) for hire to do such work; that 'such Home . Ownei shall act. as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q Rules for licensing Construction . Supervisors , Section 2. 15) . This alackeof'lawarene: often results in serious problems, particularly when .the -Home Owner hires : -unlicensed persons. In this case our Board cannot proceed 'against.the inlicensed person as it would with licensed Supervisor. The Home .Owneractir. as supervisor is ultimately responsible.' ' i. 4 To ensure that the Home Owner is fully aware of 'his/her responsibilties;' mar.- communities require, as part of the permit application, that the' Hoine" owner certify that he/she understands the responsibilities of a 'supervisor. On the last page of this issue is a form currently used by several towns:..." YOu ,may care to amend and adopt such a form/certification for use In your coinmunity. r rr, I I ' I I Y r . J^� r ilEc�S i hA OI,NTY ' 3=19PH i1/07/91 100#1344 E-0001 #0053979 kC pD $11.29 I.I. T1. $1.1.29 CAaH $20.00 CHNG $8.71 7 a r---- - �i a � �— �� - RECO PjF~DS Ifti Cu:. .l OF C-.l. Town of .Barnstable Zo ng BoaIrt -'App6a I s 0 - - Variance • -{sec i s i on '`afnd'A N�tl cede ai ------------------------------�= t Appeal No : 1991 -47 Applicant : William L. Mattos ------------------------------------------------------------ At a regularly scheduled hearing of the Barnstable Zoning Board of Appeals , held on September 28 , 1991 , notice of which was duly published in The Barnstable Patriot and forwarded to all interested parties pursuant to Chapter 40A of the General Laws of Massachusetts , the applicant William L. Mattos , appealed to the Board for a Variance to Section 3- 1 . 4 ( 5 ) , Bulk Regulations , of the Zoning Ordinance , to allow a lot not in compliance with the minimum area requirements of the zoning district ' to be utilized as a buildable lot . The applicant ' s property is shown on Assessor ' s Map and Parcel Number 19/ 177 , more commonly located at the _cosEzaer__of Cherry Tree and. Guinquissett Roads , Cotuit , MA . The property is zoned RF , Residential F District . ; The applicant ' s request was heard by the following Board ' members : Gail Nightingale , Richard Boy , Dexter Blis`s ,,; Betay Nilsson and Chairman Lally . Summary of Evidence : The applicant, Mr . William Mattos represented himself before the Board . He explained that the property was originally subdivided in 1976 and that his father , Mr . Wm. V . Mattos Sr . , purchased the land in 1981 . Between 1976 and 1981 the minimum lot area requirement was increased to one ( 1 ) acre . In 1982 , Mr . Mattos Sr . and Robert H . Quinn , were granted a variance to the minimum lot area requirement (Appeal #1982- 29 ) . In 1983 , 1.4r . William Mattos Jr . purchased the lot from his father. however , due to financial problems he was unable to build a single- family dwelling on the lot and the variance expired . Mr . Mattos Jr . is again requesting a variance to permit construction at this time . He discussed the reduced size of the lot as being minimal , amounting to only 0 . 08% of the required one acre . The lot is also unique in shape , being a corner lot . He also documented that abutting and neighboring lots consist mainly of half -acre or less . . t • 0 NOiT....• .1 plcov�Tal •• e\1KN ��P w► � �'-V` IbCL .. Tor of, F061..vi.�.�, M�T�►` Duu.hus oPT1oNA` g.++TR..� I Gs:a.>_►IL /^,•o• = 2'-s�x 1=4- I� In . P.C. 1-ef w 2-S•w C r,.lc.FTC. j �I ` w 1 � PRoY.O tr. •�, N Pe�aa Go's o.a24x21 x12 Cowae. �.iS. Dv��o a ?.4 3 <Awsr ��/►�� T1��Ga�lyt pCTLRn�,N�p WX ,� � Goeft sR rjo.� CorASlTlow �o u�yyAT 10 N Fl4--�N of 18 bell •) lost ^-z p to on 2� 1 F1. A .71 - •' � ..�,.; i , o rc FL_. t ' Ifl , 1• ^ A ` ry � _ F O .eF ,0 4 to C Z _ � �1 FuTvR<, � • r►tT t,Re. �1A S, 1 4 P.SE-o RooN.' In 0.... Vs-. i I . IV-C." 3-co -� 14!-8 l� eve 1Nuw • _ ;S$ 'xe •:Y `k'Y Y+ir3-tom- . NaTs:z� • . - - 2 �D ��-- ®®� ��—�N g^s►C Pt�.wa IN�.:.otf ST+►�f o..�r • � lroc 2�" FL. 30 32. - u P coT., jOX& Y.- i - f B2 P5T Coe • wY�Fa. I N j . s N I- _ rrl �ARACr ` ll - M I CI iV c. ct ` h � a.►rc FL. ; � r 0 0 - - ---- - ---_ Lim& oc2."3F..o"x c*_ jS*+ 24 1 EXECUTIVE 0, z �d Kinnul"AA :ALL PARTITIONS ARE Z.x EXCEPT NoT Goo 1: 23 , _A29A CASE all is WHERE NOTED OTHERWISE 1• R�� To Flcl►rov .SKasT FZw- ►-m^%s hac��,��, ALL DIMENSKIM AND MEASUREM 2•�4•-ci�.�..�s "¢�,� IN �sccoto�+ic�.`glrT11 �i►c�c.o►c+ts {�a�c 1�T-2�� ENTS . MUST K VERIFIED BY CONTRACMD - K,L ORAWPI ...... ..... ...... LOT 177 OU I MUU I SSET'! RD COTIU17 MA TAM I M A r F:- L kc volk � ci c-fo T� o k k ?nl c 411AC. S 119 180 Mk 122 123 lor 0 gamy • &OAC 40 AIC Is? Rako so if..a so 131 Ito AC 714c 126 133 124 to(. .53AC .094C .90..c 044 Ib7 .39 Sc -47Ar_ 123 138 0 .4.7AC- 105 4SAC 7 of, IlOil OFFERED BY : COtUiL fealty 428-9593 4.:"6----;.1 G:I C.C. , FEE : -1� 1 [AGENT : 4'3UkL I NGAME ENJOY THE QUIE*I F'A 1\`f OF THF. VIL.t-AGE . '6 0 U H--I OF. .WITHIN WALKING DISTANCE-" 1-C.'s RE"'T. BEACHEii . OWNEIR F0 1`0;1-< VARIONt-t: '—sc L'.1ARNSTABLE ZONING BRD OF' APPEALS FOR BUILDING PERMITS IF NECESS--ARY . TYPE : RESIDENTIAL i Z0Nt--../TOWN : COTUIT II li TITLE BOOK/PAGE : P ri F3 o I.'-)K/P(--)Ci MILES TO RECR : I R"E,,"'IDENTIAL 1. ACI'\,F AREA ( ACRES ) : 0 .92 Ir RUN IAGE ( FT . ) : 12r.,+-- TOPOGRAPHY : LEVEL. CORNER LOT NUMBER OF LOTS . V!'-.1`-'I1'-'f\11' NONE WATER/SEWER : 1- 'IV Et-EC TEL IIWATER WALK N F. ASSESS . : $76 ,500 PROP, -TA.;KES : s735 YEAR : DIRECTIONS : MAIN ST TO R SHELL. Lf&If: 10 L 01\4 r ND I (). CHERRY TRE,.' h 1 >>>1 INFORMATION DEEMED RELIABLE BUT NOT GUARANTEED cHOULD Verify all listj.ro (c:,r eaccul,d(-X ; I'1,zi v e. i I I S p e 10 I'l 1::; M a d L-) a qualified aAapevtor. U 1-1(J E!T-S E.iil rl d t h a t n-r 0,k e I a g e.rl-t now brokers make no any condition of subject , property qUAM, TYPE ' SPAN P1-li1 OVLI21iANGS JOB MARK 20 MlOO 260000 1800 " o oIF10633 GROSSMAN'S 495/DR.HOLUK 201 F 1 2x311 2.311 5x6= 445= 4x5= 3x5= 3x3= 2x311 3x3= 3x5= 4x5= 4x5= Sx6= D �' r� �• dip 1-06�g70 'U V W S2 X Y Z AA Be CC NO Ib§6-00 S T zy-31 K s I-o6-oo V ;7 ez6C1- . Zkz J_ R Q" EE P 0 91 M L K I FF H 0 6= C 5x6= 4x5= 5x6= 3.611 5x5= 3x611 'Sx5= 5x6= 4x5= 5x6= F 5x 5x5= I 3x611 5x6 m to N D to 0 ••t O 0 lO N n TC 2-06-00 006200 -06 6- 2 20 6-12 2 2 0-076-00 0021 BC 2-09-00 2 0 2-06-12 -01- 02-06 2-09-00 0 a 0 o O 0 o O 26-00-eo TRUSSTAR2 -- VERSION 33.1.501 MEMBR CSI P(LBS) MIST M82ND ALL CONNECTOR PLATES RUN DATE: 12- 3-91 O-H .68 3479 T -145 93 TO BE MANUFACTURED BY N-M .85 3106 T -77 175 MITEK/INTER-LOCK STEEL INC., CSI SIZE LUMBER 1.15FB N-Si .76 3771 T -93 212 PLATES - 20 GAUGE M20/ILS TOP .95 4X 2 SP-02D 2156 S1-M .76 3771 T -93 212 GRIPPING 372-227 PSI PER PAIR BTM .99 4X 2 SP-112ND 1705 M-L .84 3117 T 7175 27 "INCLUDES .0% INCREASE Wu5 .75 4X 2 SPN3 1075 M-L .76 "3785 T -212 33 TENSION 937- 583 PLI PER PAIR EXCEPTIONS: L-K .83 3117 T -27 142 SHEAR 905- 430 PLI PER PAIR A-S 4X 2 SP-II1D 2530 L-K .74 3785 T -33 173 ( S-U U-V V-W SAME AS A-S K-J .76 2853 T. -142 100 IT TYPE PLATE SIZE X Y W-S2 SAME AS A-S K-J ' .68 3465 T -173 122 A 4000 2.00 X 3.00 1.5 .8 c--R 4X 2 SP-pl 2343 1-1 .75 2853 T -100 91 B Zoo 1C 3.00 R-U Q-EE EE-P SAME AS C-R J-1 .67 3465 T -122 111 C 4010 5.00 x 6.00 3.0 1.5 P-u O-H N-S1 SAME AS C-R I-FF .63 2292 T -142 0 D 4000 2.00 x 3.00 1.5 .8 ::I-M M-L 1.-K SAME AS C-R I-FF .58 2783 T -60 224 a 700 Y.T.00 K-J J-1 1-FF SAME AS C-R FF-II .99 5074 T -224 16 F 4010 5.00 X 6.00 3.0 1.5 FF-II 11-G G-F SAME AS C-R H-C .66 3419 T -16 19 0 1010 5.00 X 6.00 CTR 1.5 ._ LUMBER STRESS INCREASE: •0% 0-F .28 1359 T -19 0 H 1010 4.00 X 5.00 CTR 1.5 .- REPETITIVE MEMBER STRESS USED. WEBS 1 1010. 5.00 X 6.00 CTR 3.0 C-B 23 C C-B 23 C J 1001 3.00 X 6.00 CTR CTR LATERAL BRACING: B-A • 45 C C-9 • 1921 C K 1010 5.00 A 5.00 CTR 3.0 TOP CHORD - CONTINUOUS S-R • 1550 T R-U 1516 C L 1001 3.00 x 6.00 CTR 2.2 BOT CHORD - 120 1N. OC U-0 1158 T Q-V 1288 C M 2030 5.00 x 5.00 1.5 3.0 TRUSS SPACING - 24.0 IN. V-P • 1008 T P-W 827 C N 1010 5.00 X 5.00 CTR 3.0 O-W • 3 T W-N 409 T O 1001 3.00 X 6.00 CTR CTR LOADING LIVE DEAD (PSF) N-X • 354 C X-M 35 T P 1010 5.00 X 6.00 CTR 3.0 TOP CND 40.0 10.0 M-Y • 32 C 'L-Z • 50"T 0 1010 4.00 X 5.00 CTR 1.5 OTM CHD .0 5.0 Z-K 420 C' K-AA 407 T R 1010 5.00 X 6.00 CTR 1.5 TOTAL 40.0 15.0 55.0 J-AA • 18 T AA-I 805 C S 1010 5.00 X 6.00 CTR 1.5 I-BB • 981 T BB-H 1294 C U 1010 4.00 X 5.00 CTR 1.5 SUPPORT CRITERIA H-CC 1165 T CC-0 • 1515 C V 1010 4.00 X 5.00 CTR 1.5 IT REACT WIDTH IT REACT WIDTH G-DD • 1548 T 'DD-F • 1922 C W 1070 3.00 X 5.00 CTR CTR LBS IN-SX LBS IN-SX E-D 44 C F-E 22 C X 1010 '3.00 X 3.00 CTR CTR C 1416 5- 8 F 1416 5- 8 F-E 22 C Y 3001 2.00 X 3.00 CTR 1.2 Z 1050 3.00 X 3.00 CTR CTR DL.LL DEFL • 1.00" AT Y AR 1070 3.00 X 5.00 CTR CTR MEMBR CSI P(LBS) M81ST M@2ND LL DEFL • .73" < S/360 BB 1010 4.00 X 5.00 CTR 1.5 TOP CHORDS S/DL.LL DEFL•309 S/DEPTH•17.2 CC 1010 4.00 X 5.00 CTR 1.5 A-S .12 0 T 0 -399 DD 1010 5.00 X 6.00 CTR 1.5 r.-U .27 2401 C 399 -598 EE U-V .42 4199 C 598 -344 FF V-W .80 5760 C 344 -1006 ti-S2 .95 6633 C 1006 O PLATES - 18 GAUGE MIS/ILS S2-X .67 6633 C 0 -522 GRIPPING 400-290 PSI PER PAIR X-Y .73 6901 C 522 322 INCLUDES .0% INCREASE Y-Z .73 6901 C -322 -485 TENSION 1311-1202 PLI PER PAIR 'Z-AA .90 6605 C 485 -549 PAUL LeBARRON SHEAR 1238- 594 PLI PER PAIR AA-00 .72. 5749 C 549 -470 _ - - IIB-CC .49 4202 C 470 -569 .. IT TYPE PLATE SIZE. x Y CC-DD .30 2400 C 569 -413 S2 2100 3.00 X 8.00 CTR CTR DO-D .IS 0 T 413 0 N0. 526 S1 2100 3.00 x 8.00 CTR CTR BOTTOM CHORDS ���✓�,p1 C-H .28 1358 T 0 18 =Y!11" NOTES: R-Q .66 3421 T -18 15 REGISTERED 1. TRUSSES MANUFACTURED BY Q-EE .99 5066 T -15 211 PROFESSIONAL ENGINEER It TRUSS CO. INC. I:F.-P .62 2280 T 0 132 - - 2. PROVIDE 2X6 CONTINUOUS EE-P .57 2779 T -211 55 STRONGBACKS (ON EDGE) AT ' P-0 .76 2865 T -84 120 EVERY /0 7. FASTEN TO EACH P-O .68 3479 T -302 145 TRUSS W/ 3-1ed MAILS. O-N .76 2865 T -120 77 3, �A�2?�L_X¢q I. Tresses aro to be Installed as reflected by this drawing.Iles not permitted to fevBfea trusses of to Install trusses upside down. 2. Truss Is designed In accordance with applicable Sections of NDS•82 and PCT•80. 3. All plate sizes designated are I.L.S.20.0e-lgo Iruss plates unless other• wlso noted. 4. Truss plates are 10 h0 placed on both laces of each Joint ra�1711 0), PAUL W, 5. Truss plalos ate to be centered about Ilia Joint unless noted otherwise. ar LoDARRON 0. Wano and loose knots occuning In tiro con mu clot plaln afoa may not on. s STIIUCTURIL toad Section 206.3 of Itto T.Pf.Duality Control Manual.OCM-77) h 7. Top Chord shall be laterally supporlod with property attached plywood ,No.a 208,0 ehn0lhing unless nolnd OIhOlwlse' *0 rre Tt�' bQ B. The drllling Of 110105,notching,culling or t4movIng any cross sectional ''S•J afoa of any truss member,untesss olhmw(so specilied,will void this to L drawing. 9. o Denoles odd web. 10.Continuous C(Oss(I0's)or Horizontal 124 strongbackS on edge)WWII. Ing Is required at apploxlmately 10'spacing.Securely 3111.brldging Doendlculat to Ilia trusses.Soo P.C.T.-DO.Secllon 800. NOTE:Trpphis Iruss Is designed to support the listed uniform loads only.It Is not designed to support concentrated loads tram the tool of any other tributary syslent unless noted. C•U nON.nva Mva•.uudNlM hrnlNip,u•tMn•M OntNp or••vJ lrvn..s..OWor•sl.wl..tuo.. DRAWING uaaLp,sea.w•c••uw..,r..•rlwa.w r..ln•n.a u.•c•w...•.11M..a..,.r.nq at Ih•1.11s O•.Ivn.., N0.' BQ 3 76 SNT. OF 8 w Cwuya.v V41•M.nu4clui..,w Irv..r W.c•Iw•M Inaaw•,..•not.p/.1 of IM.•0.•wNp).eytul N IV^e l..puan•w..M.n on lN.Oan•pa .wl lnlab•J1•ny.l.nl fly•nl vVacnq.cpYll w•nl.Iw lM ' Yn.41•.h•aw•IMJ.apn.M wopa w.l.a.lbn of l•mpwr.rw VVl.nnn•n1 YNCNp.nJ VIWpNp V.•IM �..vw..mnnr a nl.m.�..r a IM wnpra.a.Yctw.' CHECKED RY�. QU TYPE' SPAN P1-H1 OVERHANGS JOB MARK 4 M1 00 260000 1800 0 o F10633 GROSSMAN'S 495 DR.HOLUK 201 F JQ x5 � nT Yx3= 3x5= 2x311 2x311 4x6= 3x4= 3x3= X 3x3= S3 3x5= 3x5= 4x4= 4x5= D dIR 1-06p0 V W Z AA BB CC 110 1bQ)6-00E 11 M 'I Jill �- Zr3 / 21r3 1-06-00 R 0 P S1 O N M L K J 1 S2 H G C 4x6= 3x311 4x4= 3x4= 3x3= 3x5= 3x3= 3x3= 2x311 3x5= 4x4= 4x5= p .r 4x6= m 4x6=' m O m N TIC 2-03-12 2-08-04 2-06-00 2-06-00 2-03-12 2-0 2-06-12 2-06-00 2-06-00 BC 2-09-00 2-06-00 2-06-00 11104 2-06-00 N 2-06-00 2-06-00 2-09-001 O O N m O 0 .+ O 0 26-00-00 ' TRUSSTAR2 -- VERSION 33.1.501 MEMBR CSI P(LBS) MOIST M82ND NOTES: RUN DATE: 12- 3-91 Q-U • 15 C U-P 922 T 1. TRUSSES MANUFACTURED BY - P-V 824 C V-0 647 T RELIABLE TRUSS CO. INC. •••••••'••• O-W 636 C W-N 467 T 2. PREVENT TRUSS ROTATION AT ••2•FLY TRUSS • N-X 446 C X-M • 237 T ALI. BEARING LOCATIONS. ••••••••••••••• M-Y 225 C Y-L 230 C 3. PROVIDE 2X6 CONTINUOUS L-Z 267 T Z-K 442 C STRONOBACHS (ON EDGE) AT CSI SIZE LUMBER - FB K-AA • 469 T J-AA • 1 C_ EVERY /0/ . FASTEN TO EACH TOT' ,73 4X 2 SP-N2ND 1'I a AA-1 • 667 C 1-08 • 668,T TRUSS W/ 3-lOd NAILS, IITM 9 C H-CC • 847 T 4. SECURELY FASTEN PLYS TO .98 4X 2 SP-41D 2200 BB-11 81 WUS .54 4X 2 SPN3 935 CC-G 1025 C C-DD 1035 T ACT A A SINGLE UNIT. EXCEPTIONS: DD-F • 1234 C F-E 11 C 5. STAGGER NAILS TO AVOID C-N 4X "2 SP-N2ND 1485 E-D 22 C F-E 11 C SPLITTING OF WOOD. N-V Q-P P-SI SAME AS C-R S2-II 11-G G-F SAME AS C-fl DL•LL DEFL • .88" IN Y-Z V-u 2 4X 2 SPN3 935 LL DEFL • .72" 1 S/360 M-Y SAME AS Q-V S/DL.LL DEFL•349 S/DEPTH•17.2 LUMBER STRESS INCREASE: .0% PLATES ARE FOR EACH PLY LATERAL BRACING: TOP CHORD - CONTINUOUS ALL CONNECTOR PLATES BOT CNORD - 120 1N. OC TO BE MANUFACTURED BY TRUSS SPACING - 24.0 IN. MITEK/INTER-LOCK STEEL INC. PLATES - 20 GAUGE M20/ILS LOADING LIVE DEAD (PSF) GRIPPING 372-227 PSI PER PAIR TOP CIID 40.0 10.0 INCLUDES .OE INCREASE STM CIID .0 5.0 TENSION 937- SB3 PLI PER PAIR TOTAL 40.0 15.0 55.0 SHEAR 905- 430 PLI PER PAIR CONCENTRATED LOADS (LOS) JT TYPE PLATE SIZE X Y U 220 Y 770 A 4000. 2.00 X 3.00 1.5 " .8 . B 1.00 W 3.00 SUPPORT CRITERIA C 4010 4.00 X 6.00 3.0 1.5 JT REACT WIDTII JT REACT WIDTH D 4000 2.00 X 3.00 1.5 .8 LUS IN-SX LBS 1N-SX E Zoo 1C3.op C 2017 5- a F 1804 5- 8 F 4010 4.00 X 6.00 3.0 1.5 G 11010 4.00 X 5.00 CTR' 1.5 H 030 4.00 X 4.00 CTR 1.5 MEMBER FORCES - EACH PLY 1 1010 3.00 X 5.00 CTR CTR MEMBR CSI P(LBS) MOIST M@2ND J 1001 2.00 X 3.00 CTR CTR TOP CHORDS K 1010 3.00 X 3.00 CTR CTR A-S .OB 0 T 0 -155 L 1010 3.00 X 3.00 CTR CTR S-U .24 1776 C 155 -264 M 1030 3.00 X 5.00 3.0 CTR U-V .44 3109 C 264 -253 N 1010 3.00 X 3.00 CTR CTR V-W .56 4098 C 253 -212 0 1010 3.00 X 4.00 CTR CTR W-X .66 4841 C 212 -162 P 1010 4.00 X 4.00 CTR 1.5 X-Y .64 5230 C 162 82 0 1001 3.00 X 3.00 CTR CTR Y-Z •66 5090 C -82 -301 R 1010 4.00 X 6.00 CTR 1.5 2-S3 .64 4613 C 301 0 S 1010 4.00 X 6.00 CTR 1.5 ;J-AA .73 4613 C 0 -484 U 1070 4.00 X 8.00 CTR 1.5 AA-U8 .59 3828 C 484 -168 V 1010 3.00 X 4.00 CTR CTR UK-CC .39 2828 C 168 -282 W 1010 3.00 X 3.00 CTR CTR CC-DD .20 1569 C 282 -202 X 10 0 3.00 X 3.00 CTR CTR UU-D .10 0 T 2O2 0 Y 1050 3.00 X 5.00 2.0 CTR BOTTOM CHORDS Z 1010 3.00 X 3.00 CTR CTR C-N .27 977 T 0 13 AA 1070 3.00 X 5.00 CTR CTR PAUL LeBARRON R-0 .67 2442 T -13 127 BB 1010 3.00 X 5.00 CTR CTR Q-P .67 2442 T -127 -87 CC 1010 4.00 X 4.00 CTR 1.5 1'-S1 .95 3663 T 87 O DD 1010 4.00 X 5.U0 CTR 1.5 SI-O .66 3663 T 0 73 S3 1100 3.00 X 5.00 CTR CTR i�' O-N .03 4526 T -73 102 u 6260 N-M .97 5141 T -102 225 PLATES - 18 GAUGE M1B/ILS I111Q M-L .98 5230 T -225 127 GRIPPING 400-290 PSI PER PAIR f L-N .91 4910 T -12T 107 INCLUDES .0� INCREASE N-J .79 4289 T -107 137 TENSION 1311-1202 PLI PER PAIR REGISTERED J-1 .79 4289 T -137 46 SHEAR 1238- 594 PLI PER PAIR PROFESSfONAL ENGINEER I-S2 .60 3379 T -46 0 S2 II .87 3379 T 0 -76 JT TYPE PLATE SIZE X Y R-C .59 225a T 76 39 S1 1100 3.00 X 8.00 CTR CTR ' G-F .25 872 T -39 0 S2 1100 3.00 X 8.00 CTR CTR ' WEBS 12 C C-B 12 C 11-A 25 C C-S 1382 C S-R 1188 T R-U 1089 C 1. Trusses are to be Installed as reflected by this drawing.II Is not permitted to reverse trusses or to Install trusses upside down. V 2. Truss Is designed In accordance with applicable sections of NDS•82 and PCT"80. 011OF 3. All plate sizes designated are I.L.S.20•gi'rge Truss plates unless other- wise noted. o: PAUL V/. 4, Truss plates era 10 he placed on both faces of each Joint LcLU!gF;ON STFiUL'TUfL•L 5. Truss plalos are to be centered about Itle Joint unluss nolod otherwise. 9N0.•u(�00.0 r' 0. Wane and loose knots accurrinp In Iho connaclo7 plato area may not ex• 90 �Cyb TipW_Q coed Section 206.3 of 1110 T.PI.Ouallly Control Manual.(OCM•77) 1. Top Chord shall be falmally supported with property attached plywood eheolhinq unless nolo(t ng. u. n "" 8. The drilling OI bolus,notcichhtnp,cutting or rmnoring any Goss sectional area of any tmss member,unlesss otherwise specified,will void this drawing, B. I Dunoles odd web. 16.[AnlinUOUB Cross(10's)or Horizontal 12x6 strongbacks on edge)Brldg• " Ing Is required o1 approximately 10'spacing.Securely alllx brldglnq p0 1pendlcular to the Ilussos.See P.C.T.•BO.Section 800. NOTE:Thl9 Truss Is des"nod to support the listed unllorrn(bads only.11 Is not designed to support concentrated loads hom the rool or any other tributary system unless noted. c.mmll r••Ilm•..•uwnln ln•nmlm4.aKlcn•r.0 hr..wP of.•o,l l,•n••5••aWLM rYtl lnUgq DRAWING u..n•w.sa.a 1••umw.•,brro•'.rr..wn••m'n ar.<•q..'•rot In.L.u•n.wuq 01 u,•Iwl.O••pn.r, NO.: p,,3 7o SHT. Z OF g Y•I.I Conn W,I'1•I•M•nul•xlw•r,p lru l•rwxno-•'.41nu•la•,•I,not•p•'1 OI IM••4r•wNP•Sp•OI01 (/ h'r,lOup r•rlu••.n•nl•IN—OW IM1&. NY•n01 WM•410 r•pr•••M IM•nlu•d•Chp r•puh•nI•nl•to-IM ' �anMn•hooter•11.•J•.pn•M ProMr M11.O•Ion of l•nµa•rr rn P•I'••n•N DruOln4•N p,4141n4•r•IM ..onn•ea.y onm 4.•'4••Ia uu xo-ronl•nrr•Iw•. CMECKEO QUADI TYPE SPAN Pi-Hi OVERHANGS JOB MARK (1��9100 40000 1800 0 0IF10633 GROSSMAN'S 495/DR.HOLUK 201I F 1 M I NO 1-06-00 HO 1-06-00 3x6= 5 = I q I F E D 11I B 1-06-00 J H 0 C 2x3ll 3x3= 3X311 m I m TC O 1-01-00 _ 2-06-00 3-00 BC 1-01-12 1-03-1.2 1-02-00 4-OB 4-00-00 / TRUSSTAR2 -- VERSION 33.1.501 DL.LL DEFL • .09" IN I-P NOTES: RUN DATE: 12- 3-91 LL DEFL • .07" r S/360 1. TRUSSES MANUFACTURED BY - S/DL.LL DEFL•468 S/DEPTH= 2.4 RELIABLE TRUSS CO. INC. CS1 SIZE LUMBER 1.15FB ' TOP .33 4X 2 SP-M2ND 1705 ALL CONNECTOR PLATES IITM .57 4X 2 Sp -112ND 1705 TO BE MANUFACTURED BY Wits .04 4X 2 SPf13 1075 M1TEK/INTER-LOCK STEEL INC. LUMBER STRESS INCREASE: .0% PLATES - 20 GAUGE M20/ILS IIEPETITIVE MEMBER STRESS USED. GRIPPING 372-227 PS1 PER PAIR INCLUDES .0% INCREASE LATERAL BRACING: TENSION 937- 583 PLI PER PAIR - TOP CH OFF - CONTINUOUS SHEAR 905- 430 PLI PER PAIR ,. DOT CHORD - 120 1N. OC TRUSS SPACING - 24.0 1N. JT TYPE PLATE SIZE x Y A 4000 2.00 X 3.00 1.5 .8 LOADING LIVE DEAD (PSF) B 2.00 )C3.00 TOP CHD 40.0 10.0 C 4000 '3.00 X 3.00 CTR CTR _ BTM CHD .0 5.0 D TOTAL 40.0 15.0 55.0 E F 1003 5.00 X 5.00 1.1 3.0 SUPPORT CRITERIA G JT REACT WIDTH JT REACT WIDTH H 1010 3.00 X 3.00 CTR CTR LBS IN-SX LBS IN-SX 1 1091 3.00 X 6.00 3.0 1.5 c 198 5- 8 E 223 3- 0 J 1001 2.00 X 3.00 CTR 1.2 MEMBR CSI P(LBS) M@1ST M@2ND TOP CIIORDS A-I .24 3 T 0 $20 ' I-F .33 26 C -520 -99 I-F .25 26 c 0 160 PAUL LeBARRON --- F-E .01 0 'r -30 -18 Z F-E •01 0 T -30 -18 �«.; E-D .01 0 T 18 0 E-D .01 0 T 10 o No. �.I jr I 5260 BOTTOM CHORDS C-J .57 0 T 0 1285 J-H .57 D T -1285 -81 REGISTERED H-G .04 0 T 81 0 WEBS PROFESSIONAL ENGINEER C-B • 48 C C-B • 48 c B-A • 95 C J-1 • 179 C 1-11 76 T H-F 76 T 1. Trusses are to be Installed as reflected by this drawing.It Is not permitted to reverse trusses or to Install trusses upside down. 2. Truss Is designed In accordance with applicable sections of NDS•62 and yV PCT•80. 3. All plate sizes designated are I.L.S.20-grrlge truss plates unless other. it air wlso noted. 4. Truss plates ere to be placod on holh laces of each Joint a"�• PAUL W. 44 STRUCTUR!!L 5. Truss plates ale to be centered about Ilia Joint unless noted otherwise. No.I'm N 6. Wano and loose knots occuning In Ilia connucto7 pl;dn area may not ox• 4� 40 ceod Section 206.3 0l Ilia T.PI.Duality Control Manual.(OCM•77) fQ T'r6T'L'A 7. Top Chord shall be lalarally supported with property attached plywood �'�f'OR tM elmolhlnu unloss nOlad Otherwise. ' B. Ilia drilling of holes,notching•culling or ImnovinU any cross socltonal area at any truss member,umesss Otherwise speclllodr will void this drawing. /r 9. Denotes odd web. lO.Continuous Cross(113'5)Or Horizontal(2x8 strongbacks on edge)Brldg• Ing Is req ulred of approxlmalely 10'spacing.Securely alli■bridging porpandlcular to Ilia trusses.See P.C.T.-OO.Section 000. NOTE: Ms truss Is designed to support the listed uniform loads only.II Is not designed to support concentrated loads IIOm Ifle loot or any other tributary system unless noted. r C.Ulgy wvaM puuua Nfry bnl4rp,.rKlwn.M brKbp ol.........a..owl-n rbb er.[mn, DnAWINO 9 u..n.ry.eaa,w.uw4n..Lwpw.r,w r.r�n.n.rn ny[.rp,n.n4un..nw.nwnn,or Im Irv..e..wn. NO^ e47 7 U SHT. 3 OF $uaa cnn.yan via.u.nr,y[w.r.w n•..r an.aor.r,u m.............pal of w...ay.bp.ep....i .4lprnp yrwv.w.a..M.nmlM.ar..yna.not lwaWplo r.p...rrl fly.nl4.b.clnp ypv4.m.nl.la lM ' onr4l..Irv[Iw.1 N p..gn.M prap.r w.l.n.lbn of I.myn.r,a ponn.Mnl brKnp.na p41W^p w.IM r..pM.d441,of N.J..pryl d M.[anpl.l..Iruc lure, ! CHECKED t UAN. TYPE ' SPAN PI-lil OVERHANGS JOB MARK 1 M100 140000 1800 0 0 I F10633 GROSSMAN'S 495/DR 4 HOLUK 201 I F 1 S NO 1-06-00 NO 1-06-00 2x311 3x5= . 3x3= 3x3= 2x311 3x3= 3x6= 5x5= • A 0 P Q R 9 T I U F E D j T 2r3 1-06-00L (V N M L K J N 0 C 3x4= 3x3= 2x311 3x3= 3x3= 4x4= 4x5= m O m0 TC ~ 1-04-08 2-06-00 2-06-12 30-00 1-03-12 2-06-00 2-06-00 BC 2-09-00 2-06_00 1-03-12 io_00 2-06-12 2-o6-00 1-02-oo 0 14- 0-00 SN TRUSSTAR2 -- VERSION 33.1.501 DL.LL DEFL • .16" IN Q-R NOTES: RUN DATE: 12- 3-91 LL DEFL • .12" ( 9/360 1. TRUSSES MANUFACTURED BY S/DL•LL DEFL•999 9/DEPTH- 9.1 fl1LIABLE TRUSS CO. INC. CS' SIZE LUMBER 1.15FB 2.' PROVIDE 2%6 CONT INUOU9 TOP .40 4X 2 SP-02No 1705 ALL CONNECTOR PLATES STRONGBACKS (ON EDGE) AT BTM .56 4X 2 Sp -92HO 1.705 TO BE MANUFACTURED BY EVERY /ci FASTEN TO EACH was .38 4X 2 9PN3 1075 MITEK/INTER-LOCK STEEL INC. TRUSS W/ 3-10d NAILS. LUMBER STRESS INCREASE: .0% PLATES - 20 GAUGE M20/ILS 9 (7,4 115&n REPETITIVE MEMBER STRESS USED. GRIPPING 372-227 PSI PER PAIR J INCLUDES .0% INCREASE LATERAL BRACING: TENSION 937- 583 PLI PER PAIR TOP CHORD - CONTINUOUS SHEAR 905- 430 PLI PER PAIR DOT CHORD - 120 IN. OC TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y A 4000 2.00 X 3.00 1.5 .8 LOADING LIVE DEAD (PSF) B 1.Go IC.3 co TOP CHD 40.0 10.0 C 4010 4.00 X 5.00 3.0 1.5 . BTM CHD .0 5.0 D TOTAL 40.0 15.0 55.0 E - F 1003 5.00 X 5.00 1.1 3.0 SUPPORT CRITERIA G JT REACT WIDTH JT REACT WIDTH H 1010 4.00 X 4.00 CTR 1.5 LBS IN-SX LBS IN-SX 1 1076 3.00 X 6.00 CTR CTR C 749 5- 8 E 773 3- 0 J 1010 3.00 X 3.00 CTR CTR K 1050 3.00 X 3.00 CTR CTR L 1001 2.00 X 3.00 CTR .8 MEMBR CSI PILES) M@1ST M@2ND M 1010 3.00 X 3.00 CTR CTR TOP CHORDS N 1010 3.00 X 4.00 CTR CTR A-0 .19 0 T 0 -417 0 1010 3.00 X 5.00 CTR 1.5 O-Q .35 1133 C 417 -687 Q 1010 3.00 X 3.00 CTR CTR Q-R .40 1715 C 687 -332 'R 1030 3.00 X 3.00 CTR CTR R-S .20 1856 C 332 -35 S 1001 2.00 X 3.00 CTR .8 S-T .24 1856 C 35 -420 T 1010 3.00 X 3.00 CTR CTR T-I .33 1497 C 420 -597 I-F .27 310 C 597 317 1-F .22 310 C 0 18 F-E .07 0 T -167 -18 F-E .07 0 T -167 -18 E-D .01 0 T 18 0 F.-D .01 0 T 18 0 BOTTOM CHORDS C-N .21 694 T 0 -22 N-M .41 1548 T 22 -18 M-L .56 1856 T 18 239 L-K .56 1656 T -239 -106 _ • K-J .48 1752 T 106 33 J-11 .33 1213 T -33 -81 PAUL LOBARRON II-G .04 0 T 81 0 WEBS C-B 22 C C-B • 22 C 1�•7_.. B-A 44 C C-G • 981 C No. 5260 O-N 654 T N-Q • 618 C t'xl Q-M 248 T M-R 205 c , L-R 41 C K-S 54 C K-T 151 T T-J • 380 c REGISTERED J-1 412 T 1-H • 860 c PROFESSIONAL ENGINEER 11-F 899 T 1, Trusses are to be Installed as reflected by this drawing.II Is not permitted to reverse Trusses or to Install trusses Upside down. . 2. Truss Is designed In accordance with applicable sections of NDS•82 and PCT•80. 3. All plate sizes designated are I.L.S.20•g�rtge Truss plales unless olhar• wise noted. J.1TK or A;,r 4. Truss plales are to Ito placed on both faces of each Joint,., !G� aoi PAUL W. jj 5. Trms plales are to he centered•haul the Pint unless noted otherwise. LoMAcOrt �j 6TRUCIUAAL 6. Wane and loose knots uccimIng In Iho connuclot plain aroa may not on. 9�Ne 34200Q (�z cool Section 206.3 of the T.Pf.Duality Control Manual.IQCM•771 •. r•_ 1.. 70p Chord shall be lalwa Ily supported wllll property allaclled plywood '00 G16 TO' almolhing unless nolod olhurwlse. lit 8. The drilling of holes,notching.culling or removinUB any cross sectional 'ONA area of any truss member•untesss otherwise spoclllod,will void this drawing. 9. Denoles odd web. 10.Continuous Cross 110's) 1 Horizontal(24 slrongbacks on edge)Dildg• ,no Is required at approzlmalely 10'spacing.Sewlelyy alllx bridging porppendlcular to the busses.See P.C.T.•BO.Section,;DO. NOTE:TI,,truss Is designed to support the listed unilorm loads only.II Is not designed to supporl concentrated loads hom the roof or any other tributary system unless noted. C wUlgNwruYnu•uuurl NlM MnMO.v[Mw•M b•[FO of wowr bwnU 5.18-16 rMtl[Y[Ilw. DRAWING A .+u..a.sa•a rv•umm..b.MaNr a fa.,n•n.nl a.c+ro.•'.MI IM r.rvNnvnuy a IM Nn..o..gno• NO.: B43,O SHT. ¢. OF B 4[I.r Caw[In P41•Y•wl•[fw•r,p I.ulf AT BIM .56 4X 2 SP-02HD 1705 TO BE MANUFACTURED BY EVERY !O/• FASTEN TO EACH LIDS .38 4X 2 SPW3 1075 MITEK/INTER-LOCK STEEL INC. TRUSS W/ 3-10d NAILS. LUMBER STRESS INCREASE: .0% PLATES - 20 GAUGE M20/1LS REPETITIVE MEMBER STRESS USED. GRIPPING 372-227 PSI PER PAIR INCLUDES .0% INCREASE LATERAL BRACING: TENSION 937- 583 PLI PER PAIR TOP CROHD - CONTINUOUS SHEAR 905- 430 PLI PER PAIR DOT CHORD - 120 IN. OC TRUSS SPACING - 24.0 IN. JT TYPE PLATE SIZE X Y A 4000 2.00 X 3.00 1.5 .8 _ LOADING LIVE DEAD (PSF) B 7.00 W 3.00 TOP CIID 40.0 10.0 C 4010 4.00 X 5.00 3.0 1.5 UTM CHD .0 5.0 D - TOTAL 40.0 15.0 55.0 E F 1003 5.00 X 5.00 1.1 3.0 SUPPORT CRITERIA 0 JT REACT WIDTII JT REACT WIDTH H 1010 4.00 X 4.00 CTR 1.5 LBS IN-SX LBS IN-SX 1 1076 3.00 X 6.00 CTR CTR C 749 3- 8 E 773 3- 0 J 1010 3.00 X 3.00 CTR CTR - K 1050 3.00 X 3.00 CTR CTR L 1001 2.00 X 3.00 CTR .8 MEMUR CSI P(LBS) M@IST M@2ND M 1010 3.00 X 3.00 CTR CTR TOP CHORDS N 1010 3.00 X 4.00 CTR CTR A-U •19 0 T 0 -417 0 1010 3.00 X 5.00 CTR 1.5 o-Q .35 1133 C 417 -687 Q 1010 3.00 X 3.00 CTR CTR Q-R .40 1715 C 607 -332 R 1030 3.00 X 3.00 CTR .CTR R-S .20 1856 C 332 -34 S 1001 2.00 X 3.00 CTR .8 ' S-T .24 1856 C 34 -420 T 1010 3.00 X 3.00 CTR CTR T-I .33 1497 C 420 -597 I-F .27 310 C 597 317 I-F ,22 310 C 0 18 F-E .07 0 T -167 -18 F-E .07 0 T -167 -18 ' E-U .01 0 T 118 0 E-U .01 0 T 18 0 BOTTOM CHORDS C-H .21 694 T 0 -22 N-M .41 1548 T 22 -18 H-l. .56 1856 T 18 238 _ I.-K .56 1856 T -238 -106 - -" K-J . 1 T 35 PAUL LeBARRON J-II .34 34 1213 -35 T -35 -87 11-G .04 0 T 87 0 WEBS -B 22 C C-B 22 C B No. �11 5260 -q 44 C C-O • 981 C 'I O-H 654 T H-Q 618 C It.t'',, Q-M 248 T M-R 205 C `� L-R • 41 C K-S • 54 C REGISTERED K-T 151 T T-J 380 C PROFESSIONAL ENGINEER J-1 412 T I-H 860 C II-F 899 T 1. Trusses are to be Installed as reflected by this drawing.II Is not permitted to reverse trusses or to Inslalt trusses upside down. 2. Truss Is designed In accordance with applicable sections of NDS•02 and PCT•80. 3. All plate sizes designated are I.L.S.20-0'!a0e truss plates unless other• wlso noted. VK or 4• Truss plates are to be placed on both laces of each Joint. o4y,! k((� '/y PAUL W. � LeC:RROH 5. Truss aisles are k he co cured about Ills Rno unless noted otherwise. I� 6Tf1UCPURAI 8. Wane and loose .3ol's is T.Pl Gp In Iliily connol Ma plats moa may not ox• f1u.34208 teed Section 208.3 0l Ilia T.PI.Oualily Control Mnlnual.(OCM•17) ,. p' 7. Top Chord shalt be laterally supported with property attached plywood *0 rCl 19, slmolldng unless Rated olhurwlse. 6T[ b 8. Tito drilling of holes,notching,cutting at removing any cross sectional JON A It* area of any truss member,unlesss otherwise specUlad,will void this drawing. 9 A oenotes odd web. 16.Continuous Cross(Ix3's)or Horizontal 12x6 sbongbacks on edge)Brldg• Ing Is required at approximately IO'Spacing.Securely alllx bridging Its�andlcular to the trusses.See P.C.T.•80.Section 800. NOTE:Tids truss Is designed to support the listed unllorm loads only.II Is not deslonod to support concentrated loads from the root or any other I tributary system unless noted. c•wen•.n.n.....ru..nNN.n..a.•tl...Klr••.ro eocutl of.nNl e•....e.•awLn FM1N b.ubq OHAWINO 6 •nnq,bb4 W.uwm.,bmlwuy a Purn.r..nl a-,,. nw IM myunxn4ry or IM inn.a..pn..W NO v I 43 fO SHT. 7 OF U....anYw.Wr.•I..Wn..air,,..rwrcaa.roln.r.lu......ra.oul oflMu tluwNp..x0K1.1 ~"4.uW Iw.Iti d�n M��M.••q.r.not MI.rM.a W r.p...nn.n.Mnl Ilr.nl•.b.c4p..yux.m.nl.lu IM pn• In•grrn.l.tl.lbn of l.mppwlmp. wKN4..w bU4h4.r.IM n.pm.auml a In.,w.n1n.1 a IM mww..u•clw.. / CHECKE QUA A N TYPE" SPAN P1-H1 OVERHANGS JOB MARK 1 M100 60000 1800 0 o F10633 GROSSMAN'S495/H.HOLUK 2015I F 2 M I 4x5= IICA 1-06-00. HO I-06-00 r • 3x311 4x6= SxS= C J I I 2r3 ,SiuPSowt�.44/3 1-06-00 �,l/lyE� 0/�EF✓/✓. Tv /1r�i.ST 9So`'� 2�3 vPuG7- �,r�I�crzssD Eds.neti� Q D K I } 2.311 4•x10= 2x311 4x5= T- 1-10-08 1-02-08 2-06-00 ji ji300 - BC m0 1-10-08 1-01-12 1-03-12 1-02-08 4-00 6-00-0/0 TRUSSTAR2 -- VERSION 33.1.501 LOAD CASE q3 ALL CONNECTOR PLATES NUN DATE: 12- 3-91 LUMBER STRESS INCREASE: .0% TO BE MANUFACTURED BY LOADING LIVE DEAD (PSF) M1TEK/INTER-LOCK STEEL INC. C91 SIZE LUMBEN 1,15FB TOP CIID 40.0 10,0 PLATES - 20 GAUGE M20/1L9 TOP .B5 4X 2 SP-g2ND 1705 BTM CHD .0 5.0 GRIPPING 372-227 P91 PER PAIR OTM .24 4X 2 SP-g2ND 1705 TOTAL 40.0 15.0 55.0 INCLUDES .0% INCREASE Was .69 4X 2 SP#3 1075 EXCEPTIONS: TENSION 937- 563 PLI PER PAIR EXCEPTIONS: C-E .0 10.0 SHEAR 905- 430 PLI PER PAIR A-D 2 4X 2 SPg3 1075 CONCENTRATED LOADS (LBS) D-C SAME AS A-D A 840 (LIVE) JT TYPE PLATE SIZE X Y REPETITIVE MEMBER STRESS USED. A 660 (DEAD) A 4010 4.00 X 5.00 1.5 1.5 SUPPORT CRITERIA 8 4000 2.00 X 3.00 1.5 .8 LATERAL BRACING: JT TYPE HORZ VERT WIDTH C 1001 3.00 X 3.00 CTR CTR TOP CHORD - CONTINUOUS LBS LBS IN-9X D 1070 4.00 XIO.00 CTR 1.5 UOT CHORD - 120 IN. OC D PIN 0 2563 3- 6 E TRUSS SPACING - 24.0 1N. F HORZ RLR 0 -740 3- 0 F 0 1003 5.00 X 5.00 1.1 3.0 LOAD CASE q1 H LUMUER STRESS INCREASE: .OR MEMBR CS1 PILES) M81ST M82NO I 1010 4.00 X 5.00 CTR 1.5 LOADING LIVE DEAD (PSF) TOP CHORDS J 1091 4.00 X 6.00 3.0 1.5 TOP CHD 40.0 10.0 A-C .85 2118 T 0 -709. K 1001 2.00 X 3.00 CTR CTR BTM CHD .0 5.0 C-J .85 2123 T 709 27. TOTAL 40.0 15.0 55.0 J-G .22 375 T -27 -197 NOTES. CONCENTRATED LOADS (LBS) J-C .24 375 T 0 -183 1. TRUSSES MANUFACTURED BY - A 840 (LIVE) G-F .08 0 T 168 -18 RELIABLE TRUSS CO. INC. A 660 (DEAD) O-F .08 0 T 168 -18 2. PREVENT TRUSS ROTATION AT SUPPORT CRITERIA F-E .01 0 T 18 0 ALL BEARING LOCATIONS. JT TYPE HORZ VERT WIDTH F-E .01 0 T 18 0 3. FASTEN -TRUSS-TO BRO F LBS LBS IN-SX BOTTOM CHORDS FOR 740 LBS OF UPLIFT. b PIN 0 2713 3- B B-D .20 0 T 0 -457 WHILE PERMITTING NO UPWARD F HORZ RLR 0 -570 3- 0 D-K .24 1520 C 427 4 MOVEMENT OF WALL OR BRO. K-1 .19 1520 C -4 -87 LOAD CASE q2 I-H .04 0 T 87 O LUMBER STRESS INCREASE: .0% WEBS LOADING LIVE DEAD (PSF) B-A 11 C A-D • 2626 C TOP CIID 40.0 10.0 D-C 328 C D-J 1040 C IITM CHD .O 5.0 K-J 33 C J-1 • 1119 T TOTAL 40.0 15.0 55.0 I-G • 1085-C EXCEPTIONS: A-C .0 10.0 DL.LL DEFL • .09- AT A CONCENTRATED LOADS (LBS) LL DEFL • .02- S/360 PAUL LOBARRON A 840 (LIVE) LL DEFL (CANT) • .05- ( C/180 A 660 (DEAD) S/DL.LL DEFL•504 S/DEPTH• 2.5 , SUPPORT CRITERIA M JT TYPE HORZ VERT WIDTH Nor \/\/\/ 5260 LBS LBS 1N-9 8 o D PIN 0 2525 3- ru I' HORZ RLR 0 532 3 0 REGISTERED PROFESSIONAL ENGINEER 1. Trusses are to be Installed as reflected by this drawing.It Is not permitted r 10 reverse trusses or to Install trusses upside down. 2. Truss Is designed In accordance with applicable sections of NDS-02 and PCT•80. 3. All plate sizes designated are I.L.S.20•ger10e truss plates unless other• w)so nolod. 4. Truss plates are 10 he placed on both laces of each IoInL Or A UL W. a� . S. Truss plates are to be centered about Ilia joint unless noted otherwise. LeVARL,O. Wane and loose knols'occwdup In the connoclnt plain aeon may not ex. tiTRUCTURP coed Section 206.3 of Ilia T.PI.Duality Control Manual.(OCM-21) L I. Top Chord shall be laterally supporled with proporly attached plywood ,� %No.30208 a shnslhblg unless holed olhmwiso. 7G PC/6TLF�� 8. Ilia drilling of halos,nolchin culling or removing any areas sectional •T• alas of any Truss member,unQeass olherwlso speclllod,will void this rJrdN LN�+ drawing• \•�.._ 1 •Denotes odd web. T 10.Continuous Goss(I0's)or Horizontal(2x8 strongbscka on edge)Oddp• Ing Is required at approximately 10'spacing.Securely alllx bridging porpendlcular to the Iru saes.So P.C.T.-80.Section BOB. NOTE: nls Truss Is deslpned to support the listed uniform loads only.It Is not designed to support concentrated loads from the fool or any other tributary system unless noted. • C.UNONwo1M.•.-" alM nYNMp,Y.clw.M bKap of sop lmoU s..ewr.n rra b.alan DRAWING +Iwy,4bb ry.cr•1•w.,IYlywq u P.IM.Mrp e,r[+,p,w m11N ml.vNopur•1 IN rw..e..- NO.: pA7 SNT. OF Y.NI Corwrin Pl.I.Y.M.rlw.,.a lrw l.r.Y•.Ia.M InY.Ia.,Y.nw.prl pllM.w pr.wlnp..ap.,.l pT:J d WP,prp,.Mw.q•M.new•a 11•.6.wwp Y.rot Nl.rtl.p 10 r.p...w IM.n1Y.h.tpro n4•p.m.nl.In IM YN.Y•n+r.IN p..ro•.M..ogr nY.U.la••I I.rnpplur or y.lr•.rNN pr.cap rnp btlpNp Y.IM _ . a.pw.nnba m.p..ronra uw cw•pNl..InKlw.. CHECKED /716/4/ a - f •:.ra.., 1 a/'4 :.il ells 1'A. III U6r.ku111av6 JVU MJMK 1I z9 >~� ' zs0000 s izoo izoo�10633 GROSSMAN'S 495/DR, HOLUK 2011 T 1 " 91. I5-02-00 4x5= SL 2 00 <aJ ". /10 4I " B NO 4-01 , 3x5i y 12 S2 3x5 5f2x3\\ - S3 2x3// T FG 6- 1 4x6= A 4x6= C E S1 D 3x5= 3x5= `�� 3x5= 1 0 TC 7-03-14 6-08-02 6-08-02 7-03-14 BC 9-06-10 1 8-30-121 A 1 9-06-10 28-00-00 THUSSTAR2 -- VERSION 33.1.501 ALL. CONNECTOR PLATES NOTES: t It I1H OAT E: 12- 3-91 TO BE MANUFACTURED BY 1. TRUSSES MANUFACTURED BY - ipMITEK/INTER-LOCK-STEEL INC. RELIABLE' TRGSL CO. INC. I CSI SIZE LUMBER 1.15FB PLATES - 20 GAUGE M20/ILS -) TOP .95 2X 4 SP-1121) 1960 GRIPPING 503-308 PSI PER PAIR BTM .79 2X 4 SP-SS 3280 1NCLUDES 15.08 INCREASE W09 .34 2X 4 SP-03 980 TENSION 937- 583 PLI PER PAIR EXCEPTIONS: SHEAR 905- 430 PL1 PER PAIR S2-e 2X 4 SP-02 1720 S s-53 SAME AS S2-8 JT TYPE PLATE SIZE X Y LUMBER STRESS INCREASE: 15.0E A 2001 4.00 % 6.00 6.9 3.5 REPETITIVE MEMBER STRESS USED. B 3010 4.00 X 5.00 CTR CTR I� C 2001 4.00 X 6.00 6.9 3.5 LATERAL BRACING: D 1010 3.00 X 5.00 CTR CTR TOP CHORD - CONTINUOUS E 1010 3.00 X 5.00 CTR CTR IrOT CIIORU - 12O IN. OC F 1001 2.00 X 3.00 CTR CTR �f TRUSS SPACING - 24.0 IN. C 1001 2.00 X 3.00 CTR CTR St 1100 3.00 X 5.00 CTR CT p I LOADING 1.1 VE DEAD (PSF) S2 1100 3.00 X 5.00 CTR CTR I, TOP CHU 30.0 10.0 S3 1100 3.00 X 5.00 CTR CTR DTM CIID .0 10.0 TOTAL 30.0 20.0 50.0 EXCEPTIONS: D-E 20.0 10.0 SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH LBS IN-SX LBS IN-S'% A 1548 3- 8 C 1548 3- 8 ' j LEFT RIGHT HEEL OIN - 4SX DIN - 4SX MEMBER FORCES (LBS) i TOP CHORDS A-F 3055 C F-S2 2723 C S2-B 2723 C B-S3 2723 C 9J-G 2723 C G-C • 3055 C BOTTOM CHORDS A-E 2820 T ¢-S1 1919 T S1-D • 1919 T D-C 2820 T WEBS 1 V-E 521 C ¢-B 982 T ( R-D 9B2 T D-O 521 C UL•LL DE/L • .43" 1N B-0 LL DEFL • .20" < S/360 'I ::/DL.LL DEFL•779 S/DEPTH• 4.8 PAULLeBARRON No. j 5260 R J4 REGISTERED PROFESSIONAL ENGINEER . ,ELM OF,kI► FAULYl. DRAWING c� STRUC7lIFlA1. :3 rfJo,3 ZCd NO.: .SHT. � OF CHECKED Jqir 11 w ! DATE:tfz_6-9/ BY: - / I GENERAL NOTES: ATTENTION:Erection,Handling,Safely Precautions,Temporary or Permanent Bracing of 1. All plates shown are 20 gauge ILS plates,unless otherwise noted.Plates to be applied on trusses are not the responsibility of the Truss Designer,Metal Connector Plate both faces of each joint and centered,unless plate position Is dimensioned. Manufacturer,or the Truss Manufacturer and Iherelore are not a pail of those engineering 2. Provide continuous talerel bracing to bottom chord at maximum Intervals of 10'•0". drawings.Trusses are designed as Individual components.All lateral bracing speclfled on 3. Design Is based substantially on current applicable standards of T.P.I.and N.O.S.at the date these truss drawings are Intended 10 provide lateral restraint lot individual buss members of drawing. only-The design,amount and proper installation of leniporary or perinartenl bracing lot 4. ■Denotes continuous lateral bracing In addition to that described In General whatever reason is the sole responsibitily of the designer or builder of the complete j Rotas 2. structure.Adequate Bracing is Always Required.Competent professional advice should S. Provide continuous lateral support of top chord by means of plywood sheathing or properly always be obtained relative to Muss bracing and erection requirements. spaced purlins. I' wino .••w•• •v�u•r wu•n• • C' NDNOW looll I I � ONE I = �■■ =I-■Qil� cap► � � ■o■►. ►a■►, = 11 �TTWXMT-�w Mv � •o N 1 rR I Eff. 1ffff, \ _1 r 7 bN6 Pt< ew E 1..e ' • C7 C) e e - - , I �• _ 2 3 a� n gook Deww sve T 1+. Cowc. Focsnwy v—=; ;a g Cvt. d o1L CewD•ro.a -`� .; ■C�■ ■�o � ■off ��� ��� I ■��■ ■due 1 - 1 � 1 � I � I tot Cl C 6 ?nd. 5 z.z • , god -tot t. ti 0"t4i �t.i 9 53 O ti �w,rsC u"i'a d et I .j44, to goad i I I. N 2-6 AC G p•ita54•7 It 3i+• 2d w/2 atone 40 � wide � e.GL no-t �- �2000 i.n "Ad e a d"ti o e /mi l 100 0 3149 N 1� lY 50.0 I C is ?lid. peptic 4e4iga Ch" 9",P- goad 5;�,Z No. bed�toomd, S 49'z . 46 � wide (dirt 4"?ace) &apoaat no cat j� low SSO gpd Aach ing, area 5314 e•? ss.s Peaezue " 534 at Aaog"i to No 5cate Capacity JOq8 gpd Sate 9=25-9/ 2000 y 's 9. -13 N I ;'., 2-6 'Kb gyp .!I iW/2 ', tone l FIttC Cape .49 /Va tbo-t oad 49.5 Rganxi4., M4 02601 z' c" 5k..e tch p lan of Xand .in Co.ta i t, Mq i 9o.t 5tephen Z ldotak 6ei,ng. tot C 2 as 4hoon on;a pet an teco�tde« in book- 301 'page, 100. 9e4t P.i,t #.P-7814 w £teuationa ante on an adumed datAix. f lead, 9-19-91 >. ^ (•Uat. 1�. (YltokancGi. date----A 'P.��Ze-P�oc�uZ-o�-F� ����.--`,„ .;r... �� No wate"t encow -vt ed Pe tc. tea,. 2 rnt,n p et l ,� 2 Jai, �owlda-t ion 'dAown on thii p.Can "i'l tocc�tec' ss.o s3., on �fte, awand hereon and rfeat-i. the A�\ rFwF%� aub aeli a.e t-bac �ecy�r vte s e�^.tom o�- the gown o �L 5 5�•G media medium -)) at:e /2-3/-9/ � sand - serzd- : • • e i HNj o iLNE in 32490 . o i LAND SJ ¢o:0 4►. Assessor's office(1st Floor): 177 ® SEPTIC SYSTEM UIST BE Assessor's map and lot number� ' Board of Health(3rd-floor): INSTALLED IN COMPLIANCE WITH TITLE 5 Sewage.Permit number - Engineering Department(3rd floor): ENVIRONMENTAL CODE ANZ DAHd9TAMLL t3`;11x' a run House number � � TOWN I���nI�G. . 4-��S 0 %639- Definitive Plan Approved by Planning and — X 19 Iv 2 rAr All APPLICATIONS PROCESSED 8:30-9:30 A.M.'and 1:00-2:00 P.M.only R o TOWN OF BARNSTABLE APp HiLDING INSPECTOR Barnstable, ,�ci•'a r, rvation Co ^ 3 ICATION FOfl PEHMMTO 1 1NI:t `- �l 6V �� VV i L 4VLN rc-- Signed Date TYPE OF CONSTRUCTION �p o 1--R (A yyt, 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Proposed Use Zoning District Fire District oioys' Name of Owner Address Name of Builder Address i Name of Architect Address Number of Rooms e C�5 �.cMe 5 - 3 ►'� �Foundation 4✓e/l Exterior S��^�tiG�s 1A/ F120ON7 yIW4L Roofing Floors GA�c G.42°i?' i Interior �i.✓is./�.> Heating - I- A' Plumbing Fireplace yG S `' Approximate Cost // G�GZ �-�� Area /�l, -� (T Diagram of Lot and Building with Dimensions Fee z�©.s r{' OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable ar in ove const -tion Na e Constr Supervisor's License a HOLUK, STEPHEN R. M.D. No ;Permit For Two Story ' Single Family DHellin4 e Location Lot C2 , - 74 Ch rry Tree Road Cotuit Owner. Stephen R.,-Holuk, M.D. Type of Construction Frame 6 Plot f Lot Permit Granted4on anuar 8 19 92 Date of Inspect 2- 19 Date Corripleted 19 AJIAV 'CaTuir 3 Q \ 1 _ SHELL, LAME �9S -- • /- a CB1lilj ^- � C$:nr��� -fB/dh�T� � a i \� ✓ /" ��C/, �r..'^� --R•— I✓G9 '30 .ZD W »S1 7_3 �.___,..—...rci_�� A - - .r, �+°--_- +=,�, — — —-_ C - ¢4(J n�,�h� �1 .�5 OD �7.50 -_ - '- TJ 5��+c F U �%�`� a �!� -._ kk le/—�> V ' 1 ,GOT 17 A yf3" /0� >6195 SOf'7 \(O O 100 3 FSQ.FT 1007-- AFT 0 /✓r1cCA01 'Z �'a f MYGOG t A.LOCALE ►I p cz lb a h 55.00 PARCEL APPOOVAL WVD,u42 51),5DIVI-510AI 1 fi -e4, 7� >G.GG .� CONTQ'-OL .GAh/ NOT Q�0VIRED. 1 0o 'o _ qq U BAYBEP,PY LANE ,✓�J= 9 0 ,LOT 19 cuTE- . $ z0. olso s�oFr. i - 00 NIo- g ZDT 20 � ,e.MYCOrGK � � ,20o1G t AFT - • Q=25Gb AIOT,E,5 Q e=9o' =39.27 130.00 -15�aa- 1.)PAQC.E,L A 7DBE COMB/NGD --- --N 69'-30,-20"!✓ ,Z85.00 - OF THE BAQivs�'.4B,c-F f�,C ANN/NG lW/TY L-OT 20 � B0AQ0. ,2) LOT 17" TO 8E CoMB/N�O I- 7' 18'' N69' 3O' 2O vW �— — --- /-0.00 13 , : ll::'11-,AN OF LAND OILIGIML ON, FILE o.>ol Y 1 2 3 tt. 5! l L L Lr DIVE P EPAED FO,2 znVA .5WE-F 2 EY 3" SCALE r r� 1, COTU17 MA I HCR6',6Y C,E,C�T/FY THAT 7"H/5 P1-AN 14145 P,PEPA,PED 7�03 ,41'?ROW SN&I E,ER/NG //V0 /N ACCO,PD•^.1/G E 6t1/TN TNZ ,E'U/.. 15 A O lPE6UL-4T/0-4/J "%.-0001VJS/0N P4AN Or"NO /N BARIVSTAOI E MASS 60 E.45T FA,C IVOUTH HI C qe rw of T//� MA ACNU� ETT,S G/5T ,25 OF L�E,E05 Foy ✓A�1�5 P. SOU.zA."SCALE 1"'»o; DATE 1U6• !>; !9(,p A5 AM,CNDED TO ✓Ai1/ 1, 197G• CNA,C�C,ES N SA1,--,eyCO CDTU>T,MA53. C,,9ST FA,C MDUTf-/, /L1A. 0.2.536 DATE/ t Sh E",ET ✓4/Z 7 .2I A7,95OF� PZ,6,E R FE. OAY,4hA1,0,/ C'P.,L.S DOTE" D24W,41 By' CN,Eck ED BY ,4PP0. 6y' PL4N .ib. • ,2,�V1 SED 7/�3 f f�"