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0061 MAIN STREET (COTUIT)
� , � .� sr IS YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. - ~ DATE: P- - _ r Fill in lease: APPLICANT'S YOUR NAME/S: d uJ rs� C\ �.u v G c, BUSINESS YOUR HOME ADDRESS: r„ M/}c r S -t- C r,f. ZVI a r-)a 5 TELEPHONE # Home Telephone Number P,- -7 S NAME:OF CORPORATION: ) W NAME OF NEW BUSINESS. E Aw TYPE OF BUSINESS C e IS,THIS A'HOME,OCCUPATION? YES: NO _ ADDRESS OF BUSINESS />7 MAP PARCEL NUMBER -"v [Assessing) When starting a new business there are several things you must do in order to be in compliance with the-rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate'your business in this town. 1. BUILDING COMMISSIONER'S OFFICE MUST COMPLY WITH HOME OCCUPATION This individual he be inf m d of any permit requirements that pertain to this type of business._ RULES AND REGULATIONS. FAILURE TO COMPLY MAY RESULT IN FINES. 7uvwized Signature** - COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: _ 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements uirements that pertain to this type of business. P Authorized Signature** - COMMENTS: Town of Barnstable 04 Regulatory Services o Richard V. Scali;Director - Building Division MAM Paul Roma,Building Commissioner 39.3° 200 Main Street,Hyannis,MA 02601 , www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Approved: Fee: Permit#: HOME OCCUPATION REGISTRATION Date4LG UG 0 1. �— c� Q Name: Ed v A�rJ Cu 450c'I ( Phone# J Address: 1& Aj S t Village: LA_� Name of Business: GS w CL W y SQ c_ `� r E c h,('t e _ _ ( i Type of Business: ��-C��1 C 1 Map/Lot: INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual ' alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air.or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in`e'xcess of normal residential volumes. • The use does not involve the production of offensive•noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic'or hazardous materials,or flammable or explosive materials,in excess . of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer,not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign-shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the `dwelling unit. I,the undersi ed,have read and agree with the above restrictions for my home occupation I am registering.- Applicant: �.. Date:U Homeoc.doc Rev.06/20/16 . ,-. ,.tom ,, - .y 1' ` ,��!i 2 ^ ��--� ,� .`��K•; � " � c ., r � ` � �b�,' r� �-j � .,ty`* IN �ho��� . I ilk y T t • D7 UCIIIJ, . ��� �� �;., -:�4 + 4 r" s ,[ r- ♦' a �+ �• _ • !� p ' I. + � ,�t � �; -;�. Gv � a � �` fie ( (l� rr� �r 7��a U �G K•••�♦♦♦ w �lbj�oi � � Ak-W Cr 4 S e 1) � � jam' y."� ,.qp Rl / �Q•a' i ;� ._ �. : .f •: -� , . _� a{- � � „� � ,< < � t r{ *' . (�J 5 oz� i (e ( NAa 0 7- ,r ;uys�� � � ��wc � 9���a > . A t PIN � # 3' tea, c CT `h � ..`.«�� J�1 ,y • ,�� �• _ _ f` �I :9S-,ten� � � III _ 7 �„ �° � :!-e� _ � rI - ''._ .,� .. :. � ' • Y 'i� �: J CT F T�. 1 w � '• \ti_ a ��• ' .� � _ < ►�-,,.,...ems . l: q f M• l if .y n 0--c� U� � NQ� vx- CT y '` � 1 �, .` . v� °�F�. 4 -�. .� � .ti *, t��r � ,� �_ i ��' Guys°ti6" / c7 . ,. �. � I, / � _`- ,; , .. T„r V � 41��b • �^ �j k.g �M `�,. "j7� ,�' .. } "I� I R7rP'J:.1� * j� �� �� � � � .� I a 'a GUls&r-le-c (�6� 1 a _ y wY � �� � � r� �-c 0/a.G� > 4 � t � c 7:1- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -0 y q Parcel 0 L I Application# Health Division Conservation Division Permit# Tax Collector '+• Date Issued Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 1A 6AA� t &I `FY—C(:f Village Co f cg ('I- Owner GJ ms.,AV. Ui V6 each Address Al A of t - t�. r Telephone 93—9 J-7 S r Permit Request Q AI LN e New ��IC eN n4A VM,leruA#J—!f ' 6��1. � s1� �,�k n�ira��e�• c5 ,c rAJ Aoar, — rn Square feet: 1 st floor:existing '(Z 3 L proposed 1.a 56 2nd floor:existing proposed Total new a a $ Zoning District Flood Plain Groundwater Overlay 1 Uio•w 7 Project Valuati-- "` Construction Type Woo Lot Size d bo x 1 uc> Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family � Two Family ❑ Multi-Family(#units) Age of Existing Structure !Y Historic House: ❑Yes W<o On Old King's Highway: ❑Yes W-No Basement Type: Ofull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) iyovr Basement Unfinished Area(sq.ft) , 2.31 Number of Baths: Full:existing f new Z Half:existing new Number of Bedrooms: existing 2 new I i Total Room Count(not including baths):existing new_3 First Floo�Room Count 1 Heat Type and Fuel: ❑Gas 4 K6l ❑Electric ❑Other f/ i � Central Air: 5a"Yes ❑No Fireplaces: Existing _� New Existing wood/coal stove: ❑Yes GI'No Detached garage:❑existing ❑new size Pool:❑existing ❑new size / Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new :size Other: A&AIC "Zoning Board of Appeals Authorization= ❑ -Appeal#—- _� _____ _ Recorded❑ Commercial ❑Yes _-❑No-----If yes, site plan r"eview# Curr nt Use Proposed Use BUILDER INFORMATION Nam `^ �c�w A�� �l�Y S c�C h Telephone Number a d d -'f oZ b - Q 4 Z S ddress n��_/fir\i 3 S f ire e� License# c� 4 t T,��' � ,� Home Improvem Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGW,UE J D _ Q 5 "'O� r " o FOR OFFICIAL USE ONLY 6 ' 1 PERMIT NO. ` DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER F 1 r DATE OF INSPECTION: FOUNDATION p 'I O bit IpfCS . i FRAME 5� �` c O Vlrt. C art INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL } GAS: ROUGH FINAL , FINAL BUILDING � 1 DATE CLOSED OUT ASSOCIATION PLAN NO. 1 s �t►+E r Town of Barnstable ][regulatory Services AVUI ` swxrM s& '. Thomas F.Geiler,Director 'ArEo; :►1e r Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 568-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: y S n�k► Map/Parcel: Project Address �� �� �= Builder: h6t�.__ The following items were noted on reviewing: �A.) �G� NBC 77CRE=A- Reviewed by: Date: Q:Forms:Plnrvw The Commonwealth of Massachusetts Department of Industrial Accidents d Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers'Compensation Insurance.Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): E(4u f A,,r L+ • W )tisoc k 1 Address: f 1144-1 I S fctf le+ City/State/Zip: Co 4u T Phone.#: S®�'�t c2 Are you an employer? Check the appropriate bog: Type of project(required):. 1.❑ I am a employer with .4. 0 I am a general contractor and I 6. El New construction . . employees(full and/or part-time).* have hired the sub-contractors 2.0 I am a'sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. Demolition workingfor me in an capacity. employees and have workers' Y P tY• #. 9. wilding addition [No workers' comp.insurance comp.insurance. required.] 5. 0 We are a corporation and its ME]'Electrical repairs or additions 3.% I am a homeowner doing all work officers have exercised their I l.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' . 13.0 Other comp.insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submnit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. am an employer that is providing workers'compensation insurance for my employees Below is.the policy and job site info tion. Insurance Co ny Name: Policy#or Self-ins.Lic. Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation po • y declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Usti ations of the DIA for insurance covera e verification. do hereb OF fy under the pains-and penalties ofperjury that the information provided above is true and correct: S' atur Aw Date: —U- Phone#• s� �e e,�07� `��`)5 • Official use only. To not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Ins' tructions . 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 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,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 iri`�ance 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-contiactor(s)name(s), address(es)and phone number(s) along with their certificates) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or.LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. '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:. Thlz�COmmonwealth of Massachusetts 17eputment of IT1dLls6a]Arcidonl s Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax 4 617-727-7749 www.rnass.govldia E?1 ,, Town-of Barnstable Regulatory Services �snx STABM$ Thomas F.Geller,Director MA i6.19 Building Division b Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax: 508-790-6230 Permit no. Date • AFFIDAVIT. HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, -improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to_ such residence or building be done•by registered contractors,with certain exceptions,along with other requirements, Work- dV ( (O Estimated Cost'/ •!J�a Type of Wo � pp AJ . Address of Work: ln) t � owner's Name: �� /�V' ��OC ( • - Date of Application: Co C, I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 Building not owner-occupied• "%Owner pulling own permit Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS T- O THE ARDnRAT'ION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PEPJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR J �1 V��C,°\ I J e ® � �C�eitlA V` Y Date Owner's Name Q�orrishame�dzv TSAI*aTsla(evvftu q pmcrigtin psanci for flare end Twv-F;L=iy Rsaldmatiul Bai1i11ap Hssis�3�'�iY F gels �M AiIIY1R'iiTM tiiaxirtg Glazing Calling Wall Favor Pl4=1ust Stab •Hmiing✓Covwn� Arear('fa) U-valoc= R-YAbw ' R.-Yzl:cI R-y4ue' Wall Fa+ent Et6deaey9 Pale R 3701 to 8300 Heating lie grer Brays' ; 0.40 33 I3 19 10 a Normal 1Zla 0.52 30 19 l3 10. 6 Normal • 5' . 12% (.30 31 I3 19 10 S 13 va 036 31 13 23 N/A $+lorasat p 0.4� 33 Yormal 19 19 10 �' 15% 0.44 31 13 23 NIA NJA �AFLiE �y 133'8 GM 30 19 19 i0 U AFUE 13e/m 0,32 31 • 13 2 NIA NIA Normal 3B! 0,4I 39 19 23' NIA AIIA� Nomml � • 13®f G.4z1 33. 1 13 19 10 •d 90 AFM 100% 0.30 30 19 19 10 57 AF Uir g, ADt)MO OF PROPIIaY'. to AA A` C rA Gc�Ca Q Z', SQUARE FOOTAGE MJ OF ALL EXIOR WALLS: �• 12' 3, SQUARE FOOTAGE OF ALL ULAZING; l 3 G qr Af 4, °/o bLAZZINO AREA 03 DIVIOED BY'#2): o j, SELECT PACKAGE —AA see chart above): ; NOTI OZ�MR MORE IN-VOLVED IVMTHOI35 OF DVM;Ivllt�.G ENERGY REQUIREMENTS ARE AVAILABLE. A ,T1S FOR Ti S nUORMkTION& BLMDINCz-LKSPECT.0,AMOVAL! YES;, `PTO; xl q. rt5-f�cG'a03F. F • pF'THE Tom, Town of Barnstable Regulatory Services + BARNSCABLE, * Thomas F.Geiler,Director MASS. 9`�pf03 •0� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: — ,t— U JOB LOCATION: A 61J ���S"��f" co number ``--street (� village W"HOMEONER': W,A.n � y S cj C k( name home phone# work phone# CURRENT MAILING ADDRESS: ( ( AA A j�) 5+ y q e f L-f 137 L1 T1 a l[ 3� COAU If A city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to, be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and req eats. V - r Signatu e o.Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homedwner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomi/certification for use in your community. Q:forms:homeexempt Bk 22151 P:915 �38764 06-29-20CD7 a 1 f-j = 1 1 ct - NOTICE: The Town of Bamstable recommends_that the anpliranf , seek legal advice to prepare a properly worded deed restriction document. DEED RESTRICTION WHEREAS, of (owners name) L f v-e e t C� �u i I MA (address) is the owner of i. J�4 41 ry located (address) at G L-t t t , MA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in C 0�� r 1' MA, Property of 1-16& aa4))s7 __'5 o r_ ►e-7V C < eo iu d et al, duly recorded in Barnstable County Registry of Deeds in Plan Book /r'v y , Page �y ; Or on Land Court Plan Number . WHEREAS, W�JSvG(k (I as the owner of said lot has (owners name) agreed with the Town of Barnstable Board of Health to a restriction as to the number.of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal;of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a-single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr r.. NOW, THEREFORE, _ �LAj \c wYSocC'(,does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with theTnw.a. whieh-Fes`detion s -A run with the land and be binding upon all.successors in title: 1• I U� t ry 5� �e T may have constructed (address) upon the lot a house containing no more than � ( ) bedrooms. Gc�w r"CA_ w nQ 1 agrees that this shall be permanent deed (owners name) restriction affecting located on W Mkip 5 K014t,J MA, and being shown on the plan recorded in Plan Book 1( , Paged tj Or on Land Court Plan For title of see the following deed: Book 11 yG5 , Page I A' . Or Land Court Certificate of Title Number. Executed as a sealed instrument _J Kev C day of o 9 6 G `? Owner's signature Owner's signature y Owners signature U � COMMONWEALTH OF MASSACHUSETTS 20gZ Then personally app red the abov -name /m�✓ \ known to me to be the person who 0ecuted the foregoing instrument and acknowledged the same to be� _free act and deed, before me, Notary Public ELIZr ABETH W, McADAMS y commission expires: NOTARY PUBLIC A Commonwealth of Massachusettse (date) ,J My Commission Expires .� June.7, 2013ti" deedr BARNSTABLE REGISTRY OF DEEDS + ti SMOKE DETECTORS EVIEWED BARNSTABLE BUILDING DEPT, a — FIRE DEPART AAENT DATE - BOTH SIGNATURES ARE REQUIRED POR PERMITTING $ IMPORTANT—UPGRADE REQUIRED M STATE BUILDING CODE REQUIRES THE UPGRADING OF U Fx.T N SMOKE DETECTORS FOR THE ENTIRE DMLUNG WHEN ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED- ------ - -"! --- - _ NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE H V _ e , »•.�. ; INSTALUTION OF SMOKE DETECTORS THE ELECTRICAL �� PERMIT DOES NOT SATISFY THIS REQUIREMENT.' ,� � _ .� EWI V N I " r ALI — �,,..•__ - CARBON MONOIODE ALARMS - _ o - MUST BE INSTALLED PER - » - MASSACHUSETTS BUILDING CODE J� F � BASEMENT � '--------------- ,� • w ---------------------- ............ .......... . ..._.."....................."_ 9 e'ox.rae.n¢ ° w ra�wi vecuue r Y''Ty° ' •xuav en,r wan• Y Y . ....� � ,�r.axrwrrsKK°"°�•q BASEMENT _ o o (W .... `.• ..._� ul C 'K ......... r C y N - . ....... O'O c �t a W r- O q tp A V�f 0.- c V7 LD 0 LL �� V V x..a•.u+loom w.a 1O ¢ ' m mo snYy.a.•:ax a..,w lobm . oxnr.ein xrm �e .um«m ne uaammi � °wnram xuu:.r«n wawa aw rt�'1tl w""r trams• FOUNDATION PLAN aim xx,� A-1 LSMFRC0*'R 110N sY: I. of a SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE 1 lOTH SIGNATURES ARE REQUIRED FOR FERMRTWG . S A $ a 3 w ' ' C x O:.fig•..............._::- - t.�R. (,�C/I M6iR.BEDRM, cn ---------------- a _ _ _ 4 sv yr re av yr - Y M6T2.BATH. S sry�W F ____ _________________________ RooN. t --------------- .; R.RMl L� St v6ATH. _ . - w x awi rim i � tlG: I•- LI VINb O �a�z�d��S�'� fv ; IN `w�melcvnax ?�y r��$ye `.i A MVO HALL Lnmm'�Z 4� d-,aaassx+emo.tammasw� ^�°'•-wwm aa. m� nvoue uan w wovae + :I V _ Sma mt,r..t„,a.w°'�� mvwnwel r' :, uwmcu. ..__..... ---------- ------_____ roue /�meee lure 'e.�m�in°mcwomn tarots a : p.. n I .. ,,• /^w■ DININ6� ( J (.1 N C N BEDRM.I 0 4)L 16 4 W�Ch O YMLL/DEMO f VI N LL C � �o.aus rmr.. A- G DEMO HOIES - �m, wa Etle m nawerq xolm. >� FIRST FLOOR PLAN �., .,.. A-2 �sumFoaconmexiwx �: � oI e r R r aw-i�`�iauw 9 x� Don1-4 - o�`; �, — — — — — — — - - - - - - - - - - — .��mo 00 n V ° Wk ---------------_-_--= ' _.. * FRONT ELEVATION FM C y N N - ® O•a 4) n h u — . 0 C VI 1p O W job SSY1r'� —— — — — —— — — n.wpm m o0 aae n..e wm .....:.......................................:..........................._......................... ..-_.....-_.._-_......_-______ ......_-_• xale .,�rorro LEFT ELEVATION A-3 65lIFD FOA fONSIAUCAON sx: s of e AS A5 ww'iu F�.ems ® SC'LI � ® LUJ �FFHNINE ❑ ❑ ❑ - . uc„ — : �- -- - REAR ELEVATION i�FF yAttPt 3�8 9'•r TMwa— �' iuno rwa•,u H� N V � ® ® L N v V�� 'C —•aAE CO B _ O O Q su-i RIGHT ELEVATION Em .. A-4 LUUEOFMCONSIPoM -, OOf e AA lA1D HALL KITCHEN mx '3 F'r°_rel 9 ru.rum ' ➢ MSTR.BEDRM p� wa°u° 0.O a MS .BAT . ro°ee ryW �i�eeu„� • ,� _ oc^.`e' ��n� »�d��OpA - �W i k ._ nmc.uroun i i gr°°' '.ora.vj vv i BASEMENTµ a S BASEMENT BASEMENT �� `� rvu roam �� • V •w v:v.+°wv ma mnro rww ruu .� ema'vu'Vw�xuve'�iL° .waer«n Bare ; 'nro°0fD1 - w�i oe nnroow.a ,oru,�cxw .. sn..vwvw � 5EGTro1�0N S E e T I O N - S.EGTION �$6prga€p inn w °m REM VI C Z e KITCHEN * § / a°an wrammae .wa wr we - C y N N CU �� BASEMENT wimnr°imm, �.+armx n<arsu.a fi F r.vnrarwx t. C (A lO r N a , s o Lo, — — °ra a OEAVE DETAIL AT MSTR.BATHF2MJKITGHEN O EA DETAIL AT KITCHEN/MUD rHALL LE G T 1 O N • A-5 LSSIIED FORCOt6i@KfIINf an: s of a _ r c UW _ r w F, 5TRUGTURAL DESIGN CRITERIA -FIRST FLOOR 40 FSF LL (-J 15 F5F DL B s �- O -ATTIC/5T0. 200E -ROOF' 30 PSF a� 15 PSF _ 41 .. -EXT.HALLS "15 PLF OL -INT.KALL5 50 PLF DL J D -DEGKS/PORGHES 1 0 PF . Io PSF NOTES • I 6 -FIRST FLOOR J015T5 q 1 BE BOISE CASCADE - 9 I/2'AJ5-205®Ib'O.G. --- ---- W 3/4'RIM JOIST,UNLESS NOTED a .... I - F3y3yr •98 "'" .gyp BASEMENT Y g•�e- -ENGINEERED FLOOR J015T5 — — k—' ------ m w..vT...eLam.+...w is aes TO BE INSTALLED PER �� MANUFAGTURER5 GUIDELINES " '-""" "'-''•'- - 4adS�E®3 AND SPECIFICATIONS — i blu a ` q az<E M��eig x -POINT LOAD(FROM ABOVE; a °i"" — --<— — — — � PROVIDE BLOCKING A AS NEEDED) dt 0 N c C N W uvi rn .E C c N LL 0 1 c o D-:;C: F I R 5 T FLOOR FRAMING PLAN Q wIe ¢SHED FOA c01GlpIC00N eu: e .of a AS ,+r q FQ - �"U a wO r A T' d Q v 5TRUGTURAL DESIGN CRITERIA e ' 4-�-r,�E'F'Y YCaE -FIRST FLOOR 40 P5F LL 3 5P5F OL -5ECOND FLOOR 30 P5F �d E; it Pyf IO P5F .. -. -ATTIC/5TO. 20 P5F 10 P5F e s g -ROOF 30 P5F � � � ! - _______ ____ ____________ IS P5F. EXT.WALLS 15 PSF OL - AS -INT.WALLS 50 P5F DL u V � � -DECK5/PORCHE5 CIO P5F o I �� a .. G C" CL) ° E ro YL m V) c NOTES 0 N o tj -INTERIOR LOAD BEARING WALL C E I L I N G FRAMING PLAN U A7 x -POINT LOAD(FROM ABOVE) """''" '''O eae sole A-7 . MUMFMCOVItlICUON cn: , of e Al 9 r� A • ' • I - I 1 i ucnCA _ V N ROOF PLAN _ J Lj 0 y, f n~F fi i t NOTE5 O N h • ° - -- - -ALL P05T5 0 END5 OF BEAMS TO BE � W c _ (2)2X45/(2)2Xb5,UNLE55 NOTED O-p COICA t I" • - -AL IL WINDOW HEADERS TO BE(2)2X&'5 W a)C N m n e - ------ /2"PLYWOOD,UNLE55 NOTED .+=.5 E M m A •1°° ALL RIDGES OVER 20'-O"LONG • -- TO BE e ............................ - j O 1 3/4 X 9 1/4 C >t0 O 2 -PROVIDE 2X8 LEDGER BOARD V ®OVERLAY FRAMING FOR RAFTER i5 BEARING/SUPPORT _ -ALL RAFTER5 TO BE 2X8 5.P.F.NO.2 OR BETTER AT hs°°= o+°• Ib'O.G.TYPICAL 5PACING ave o -INTERIOR LOAD BEARING WALL xO'm ROOF FRAMING PLAN • � 159ED H1A CONSIfE1LININ sa. a of b f. Tr•i sf.� . ,,...r{�r r`P.`�T"•. .-'7 - :". .,fa .'."^t`a6:ytCu�;,r. � �;#,Z,;h�'^i-3•'�'�"•''+:' �� :w r..,..a. :+k... �'�x••o htir. � w `pF tME 1p� Town-'of Barnstable �BARNSTABLE, '. Regulatory Services 9 MASS. 0 _ _.._ a•,..w 1s M Building Division pfFD P'�a. 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection vv��6v Location 61 �S7', Y Permit Number Owner Builder Mokt Gy�� One notice to remain on job site, one notice on file in Building Department. "' The following items need correcting; S or'FlT- /V D I& f k/4 "15-75 0 Os f LLC ki J- en aJ, SG l/7� Please call: 508-8624ff" for re-inspection. Inspected by C/1 Date Roof Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.12 By: KMW,Archi-Tech on: 07-17-2007: 09:55:37 AM Project:WYSOCKIEL'ocgon: (1)•10'bm-@1unroom:header Summary t(2:)_1'.751N x:7.25 IN_x 10.0,F_T-'/_1-.9E_Microlam---iLevel:Trus Joist` Section Adequate By: 32.8% Controllinq Factor: Moment of Inertia/Depth Required 6.6 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.11 IN Live Load: LLD= 0.19 IN=U626 Total Load: TLD= 0.30 IN= U398 Reactions(Each End): Live Load: LL-Rxn= 900 LB Dead Load: DL-Rxn= 514 LB Total Load: TL-Rxn= 1414 LB Bearing Length Required(Beam only, support capacity not checked): BL= .0.54 IN Beam Data: Span: L= 10.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4. : 12 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Roof Loadinq: Roof Live Load-Side One: LL1= 30.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 6.0 FT Roof Live Load-Side Two: LL2= 0.0 PSF Roof Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= .1.15 Beam Self Weiqht: BSW= 8 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Length: Ladj= 10.0 FT Beam Uniform Live Load: wL= 180 PLF Beam Uniform Dead Load: wD_ad'I= 103 PLF Total Uniform Load: wT= 283 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3202 PSI Adjustment Factors:Cd=1.15 CF=1.07 Fv': Fv'= 328 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controllinq Moment: M= 3535 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1244 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq 13.25 16 S= 30.66 IN3 Area(Shear): Areq= 5.69 IN2 A= 25.38 IN2 Moment of Inertia(Deflection): Ireq 83.71 IN4 111.15 IN4 Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver:7.01.12 Bv: KMW,Archi-Tech on: 07-17-2007:09:55:20 AM Protect:WYSOCKI-Location: (2) 1215'bm. @ kitchen/living Summary: ,(2) 1.75 IN x 9.5 IN x 13.0 FT /1.9E Microlam-iLevel Teus Joist Section Adequate Bv:41.1% Controllinq Factor:'Moment of Inertia/Depth Required 8.47 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.26 IN Live Load: LLD= 0.11 IN=U1457 Total Load: TLD= 0.37 IN=U423 Reactions(Each End): Live Load: LL-Rxn= 515 LB Dead Load: DL-Rxn= 1257 LB Total Load: TL-Rxn= 1772 LB Bearing Length Required(Beam only, support capacity not checked): BL=" 0.67 IN Beam Data: Span: L= 13.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loadinq: Floor Live Load-Side One: LL1=. 60.0 PSF Floor Dead Load-Side One: DL1= 25.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2 60.0 PSF Floor Dead Load-Side Two: DL2= 25.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 150 PLF Beam Loadinq: Beam Total Live Load: wL= 79 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 193 PLF Total Maximum Load: wT= 273 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties r Fb'(Tension): Fb'= 2684 PSI Adjustment Factors:Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 5758 FT-LB 6.5 ft from left support " Critical moment created by combining all dead and live loads. Controllinq Shear: V= 1559 LB At a distance d from support. I - Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 25.75 IN3 Area(Shear): Areq= 52.65 8.21 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 177.27 IN4 250.07 IN4 t 1 Combination Roof and Floor Beamr 99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 Bv: KMW,Archi-Tech on: 07-17-2007 :09:55:47 AM Project:WYSOCKI-'Location- (3)4.5'BM.@KITCHEN/MUD HALL " Summary- (2) 1.5 IN x 7.25 IN x 4.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:27.7% Controlling Factor:Area/Depth Required 5.68 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.02 IN=U2244 Total Load: TLD= 0.04 IN= U1422 Reactions(Each End): Live Load: LL-Rxn= 783 LB Dead Load: DL-Rxn= 453 LB Total Load: TL-Rxn= 1236 LB Bearing Length Required(Beam only,support capacity not checked):. BL= 0.97 IN Beam Data: Span: L= 4.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: IJ 360 Total Load Deflect. Criteria: U . 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 7.0 FT Roof Live Load-Side Two: RLL2 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 0.66 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 20.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 5.25 FT Floor Live Load-Side Two: FLL2 20.0 PSF Floor Dead Load-Side Two: FDL2= 10.0 PSF Floor Tributary Width-Side Two: FTW2= 0.66 FT . Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 230 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 138 PLF Floor Uniform Live Load: wL-floor= 118 PLF Floor Uniform Dead Load: wD-floor= 59 PLF Beam Self Weight: BSW= 4 PLF Combined Uniform Live Load: wL= 348 PLF Combined Uniform Dead Load: wD= 201 PLF Combined Uniform Total Load: wT= 549 PLF Controlling Total Design Load: wT-cont= 549 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 , PSI Shear Stress: Fv= . 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1208 PSI Adjustment Factors:Cd=1.15 CF=1.20 Fv,: Fv'= 81 PSI . Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 1390 FT-LB 2.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 914 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 13.81. IN3 S= 26.28 IN3 Area(Shear):' Areq= 17.04 IN2 A= 21.75 IN2 Moment of Inertia (Deflection): Ireq= 20.10 IN4 1= 95.27 IN4 Roof Beamf 99 BOCA National Building Code(97 NDS)1 Ver: 7.01'.12 Bv: KMW,Archi-Tech on: 07-17-2007:09:55:39 AM Project:WYSOCKI-Location: (4)7.5'VALLEY AT MSTR. BATH. Summary: 1:5 IN x 9.25 IN x 7.5 FT (Actual 8.3 FT) /#2-Spruce-Pine-Fir-.Dry Use Section Adequate By: 131.4% Controlling Factor:Area/Depth Required 5.49 In Span Deflections: Dead Load: DLD-Center= 0.03 IN Live Load: LLD-Center= 0.04 IN=U2813 Total Load: TLD-Center= 0.06 IN= U1641 Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 281 LB Dead Load: DL-Rxn-A= 197 LB Total Load: TL-Rxn-A= 478 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.75 IN Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 141 LB Dead Load: DL-Rxn-B= 104 LB Total Load: TL-Rxn-B= 244 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 0.38 IN Beam Data: Span: L= 7.5 FT Maximum Unbraced Span: Lu= 0.0 FT, Beam End Elevation Diff.: EL= 3.53 FT Live Load Deflect.Criteria: U 240 Total Load Deflect. Criteria: U 200 Roof Loading: Roof Live Load-Side One: LL1= 30.0 PSF' Roof Dead Load-Side One: DL1= , 15.0 PSF Rafter Length (HipNallev)-Side One: RL1= 5.3 FT Tributary Width Based on half span of rafters. ° Roof Live Load-Side Two: LL2= 30.0 PSF Roof Dead Load-Side Two: DL2= _ 15.0 PSF Rafter Length(HipNallev)-Side Two: RL2= 5.3 FT Tributary Width Based on half span of rafters. Roof Duration Factor: Cd= 1.15 R Beam Self Weight: BSW 3 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 8.29 FT, Beam Triangular Live Load Adjusted for Slope: TRL= 112 PLF Beam Triangular Dead Load Adjusted for Slope: TRD= 68 PLF Beam Uniform Dead Load Adjusted for Slope: wD_adj= 3 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv 70 PSI Modulus of Elasticitv: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors:.Cd=1.15 CF=1.10 Fv': Fv'= 81 PSI . Adjustment Factors: Cd=1.15 Design Requirements: , Controlling Moment: M= 694 FT-LB 3.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 322 LB- At a distance d from support.' i - Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 7.53 IN3 S= 21.39 IN3 Area (Shear): Areq= 6.00 IN2 Moment of Inertia(Deflection): A= 13.88 IN2 Ireq= 12.05 IN4 1= 98.93 IN4 Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 :09:55:50 AM Proiect:WYSOCKI-Location: 12'PORCH ROOF HEADER, Summary: (3) 1.75 IN x 9.5 IN x 12.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 14.8% Controlling Factor: Moment of Inertia/Depth Required 9.07 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.16 IN Live Load: LLD= 0.25 IN= U568 Total Load: TLD= 0.42 IN =U344 Reactions(Each End): Live Load: LL-Rxn= 2325 LB Dead Load: DL-Rxn= 1509 LB Total Load: TL-Rxn= 3834 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.97 IN Beam Data: Span: L= 12.0 FT Maximum Unbraced Span: Lu 0.0 FT Live Load Deflect. Criteria: U, 360 Total Load Deflect. Criteria: U 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0, PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 12.0 FT Roof Live Load-Side Two: RLL2= 0.0 PSF Roof Dead Load-Side Two: RDL2= 0.0 PSF Roof Tributary Width-Side Two: RTW2= 0.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 10.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF " Floor Tributary Width-Side One: FTW1= 2.75 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor- 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 360 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 208 PLF. Floor Uniform Live Load: wL-floor= 28 PLF Floor Uniform Dead Load: wD-floor- 28 PLF Beam Self Weight: BSW= 16 PLF Combined Uniform Live Load: wL= 388 PLF Combined Uniform Dead Load: wD=' 251 PLF Combined Uniform Total Load: wT= 639 PLF Controlling Total Design Load: t wT-cont= 639 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 3087 PSI, Adjustment Factors: Cd=1.15 CF=1.03 FV: Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 11502 FT-LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3374 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 44.72 IN3 S= 78.97 IN3 Area(Shear): Areq 15.44 IN2 a - Moment of Inertia(Deflection): Ireq=A= 49.88 IN2.326.83 IN4 1= 375.10 IN4 Combination Roof and Floor Beam[99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 Bv: KMW,Archi-Tech on:07-17-2007 : 09:55:48 AM Project:WYSOCKI-Location: (6)T bm. @ office header Summary: (2) 1.75 IN x 9.25 IN x7.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate BV:60.3% Controlling Factor: Section Modulus/Depth Required 7.7 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.06 1N Live Load: LLD= 0.11 IN= U791 Total Load: TLD= 0.16 IN= U520 Reactions(Each End): Live Load: LL-Rxn= 3019 LB Dead Load: DL-Rxn= 1576 LB Total Load: TL-Rxn= 4594 LB Bearing Length Required(Beam only, support capacity not checked): BL= 1.75 IN Beam Data: Span: L= 7.0 FT Maximum Unbraced Span: Lu 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Roof Loading: Roof Live Load-Side One: RLL1= 30.0 PSF Roof Dead Load-Side One: RDL1= 15.0 PSF Roof Tributary Width-Side One: RTW1= 13.0 FT Roof Live Load-Side Two: RLL2= 30.0 PSF Roof Dead Load-Side Two: RDL2= 15.0 PSF Roof Tributary Width-Side Two: RTW2= 6.0 FT Roof Duration Factor: Cd-roof= 1.15 Floor Loading: Floor Live Load-Side One: FLL1= 30.0 PSF Floor Dead Load-Side One: FDL1= 10.0 PSF Floor Tributary Width-Side One: FTW1= 9.75 FT Floor Live Load-Side Two: FLL2= 0.0 PSF Floor Dead Load-Side Two: FDL2= 0.0 PSF Floor Tributary Width-Side Two: FTW2= 0.0 FT Floor Duration Factor: Cd-floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 570 PLF . Roof Uniform Dead Load(Adjusted for roof,pitch): wD-roof= 343 PLF Floor Uniform Live Load: wL-floor= 293 PLF Floor Uniform Dead Load: wD-floor= 98 PLF Beam Self Weight: BSW= 10 PLF Combined Uniform Live Load: wL= 863 PLF Combined Uniform Dead Load: wD 863 PLF . Combined Uniform Total Load: wT= 1313 PLF ' Controlling Total Design Load: wT-cont= 1313 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): r Fb'= 3098 PSI Adjustment Factors: Cd=1.15 CF=1.04 Fv': Fv'= 328 PSI Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 8040 FT-LB 3.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3584 LB At a distance d from support: Critical shear created bV combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 31.14 IN3 S= 49.91 IN3 Area(Shear): Areq= 16.40 IN2 A= 32.38 IN2 Moment of Inertia(Deflection): Ireq= 133.27 IN4 1= 230.84 IN4 i Uniformly Loaded Floor Beam[99 BOCA National.Building Code(97 NDS)]Ver: 701.12 Bv' KMW,Archi-Tech on: 07-17-2007 : 09:55:27 AM Proiect:WYSOCKI-Location: (7)8.5'bm. @ deck Summary: (3) 1.5 IN x 7.25 IN x 8.5 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:29.8% Controlling Factor:Area/Depth Required 6.2 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.16 IN=U644 Total Load: TLD 0.19 IN=U541 Reactions(Each End): Live Load: LL-Rxn= 1148 LB Dead Load: DL-Rxn= 216 LB Total Load: TL-Rxn= 1364 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.71 IN Beam Data: Span: L= 8.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 300 Floor Loading: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.5 FT Floor Live Load-Side Two: LL2 0.0 PSF Floor Dead Load-Side Two: DL2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: 'WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 270 PLF Beam Self Weight: BSW= 6 PLF, Beam Total Dead Load: wD= 51 PLF Total Maximum Load: wT= 321 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity: E= 1400000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI Adjusted Properties Fb'(Tension): fb'= 1208 PSI Adjustment Factors: Cd=1.00 CF=1.20 Cr-1.15 Fv': Fv'= 70 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 2898 FT-LB 4.25 ft from left support Critical moment created by combining all dead and live loads: . Controlling Shear: V=. 1173 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 28.80 IN3 S= 39.42 IN3 Area(Shear): Areq 25.14 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq 79.93 IN4 v 1= 142.90 IN4 ' i Uniformly Loaded Floor Beamf 99 BOCA National Building Code(97 NDS)]Ver:7.01.12 By: KMW,Archi-Tech on: 07-17-2007:09:55:30 AM Project:WYSOCKI-Location: (8)6.25'bm. @ deck Summary: (3) 1.5 IN x 9.25 IN x 6.25 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By:28.3% Controlling Factor:Area/Depth Required 7.21 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.01 IN Live Load: LLD= 0.04 IN = U1681 Total Load: TLD= 0.05 IN= U1424 Reactions(Each End): Live Load: LL-Rxn= 1688 LB Dead Load: DL-Rxn= 305 LB Total Load: TL-Rxn= 1992 LB Bearing Length Required(Beam only, support capacity not checked): BL= 1.04 IN Beam Data: Span: L= 6.25 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Floor Loading: Floor Live Load-Side One: LL1= 60.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 4.5 . FT Floor Live Load-Side Two: LL2 60.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 540 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 98 PLF Total Maximum Load: wT= 638 PLF Properties For:#2-Spruce-Pine-Fir Bending Stress: Fb= 875 PSI Shear Stress: Fv= 70 PSI Modulus of Elasticity:. E= 1400000 PSI Stress Perpendicular to Grain:. - Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1107 PSI Adjustment Factors: Cd=1.00 CF=1.10 Ck.15 Fv': Fv'= 70 PSI Adjustment Factors:Cd=1.00 Design Requirements: Controlling Moment: M= 3113 FT-LB 3.125 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1514 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 33.75 IN3 S= 64.17 IN3 Area(Shear): Areq= 32.45 IN2 A= 41.63 IN2 Moment of Inertia (Deflection): Ireq= 63.55 IN4 1= 296.79 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver: 7.01.12 Bv: KMW,Archi-Tech on: 07-17-2007 : 09:56:47 AM Proiect:WYSOCKI-Location: (9)9'bm.@ basement ceiling Summary: (3) 1.75 IN x 9.5 IN x 9.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate Bv:30.9% Controlling Factor: Section Modulus/Depth Required 8.57 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.09 IN Live Load: LLD-Center= 0.18 IN=U604 Total Load: TLD-Center- 0.26 IN = U408 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 3258 LB Dead Load: DL-Rxn-A= 1477 LB Total Load: TL-Rxn-A= 4735 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.20 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B 4041 - LB Dead Load: DL-Rxn-B= 1983 LB Total Load: TL-Rxn-B= 6024 LB Bearing Length Required (Beam only,support capacity not checked): BL-B= 1.53 IN Beam Data: Center Span Length: L2= 9.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect.Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 550 PLF Dead Load: wD-2= 206 PLF Beam Self Weight: BSW= 16 PLF Total Load: wT-2= 772 PLF Point Load 1 Live Load: PL1-2= 783 LB Dead Load: PD1-2= 453 LB Location(From left end of span): X1-2= 4.5 FT Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 348 PLF Left Dead Load: TRD-Left-1-2= 225 PLF Right Live Load: TRL-Riqht-1-2= 348 PLF Right Dead Load: TRD-Right-1-2= 225 PLF Load Start: A-1-2= 4.5 FT Load End: B-1-2 9.0 FT Load Length: v C-1-2 4.5 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00. Design Requirements: Controlling Moment: M= 13494 FT-LB 4.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 5056 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 60.33 IN3 S= 78.97 IN3 Area(Shear): Areq= 26.61 IN2 A= 49.88 IN2 Moment of Inertia(Deflection):. Ireq 275.85 IN4 I=,. 375.10 IN4 f Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver:7.01.12 Bv: KMW,Archi-Tech on:07-17-2007:09:55:58 AM Proiect:WYSOCKI-Location: (10)9'bm. @ basement ceiling Summary: 4 (3) 1.75 IN x 5.5 IN x 9.0 FT /1.9E Microlam-iLevel Trus Joist Section Inadequate By: 126.8% Controlling Factor: Moment of Inertia/Depth Required 7.23 In Center Span Deflections: Dead Load: DLD-Center- 0.23 IN Live Load: FAILED LLD-Center 0.59 IN=L/184 Total Load: FAILED TLD-Center- 0.82 IN=L/132 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2475 LB Dead Load: DL-Rxn-A= 968 LB Total Load: TL-Rxn-A= 3443 LB Bearing Length Required (Beam only,support capacity not checked): BL-A= 0.87 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2475 LB Dead Load: DL-Rxn-B= 968 LB Total Load: TL-Rxn-B= 3443 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.87 IN Beam Data: Center Span Length: L2= 9.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 9.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect.Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 550 PLF Dead Load: wD-2= 206 PLF Beam Self Weight: BSW= 9 PLF Total.Load: wT-2= 765 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI. Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: _ Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2891 PSI Adjustment Factors:Cd=1.00 CF=1.11 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 7746 FT-LB 4.5 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V=. 3098 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreci= 32.15 IN3 FAILED S=. 26.47 IN3 Area(Shear): Areq= 16.31 IN2 . A= 28.88 IN2 Moment of Inertia(Deflection): Irea= 165.09 IN4 " FAILED 1= 72.79 IN4 Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)I Ver: 7.01.12 . Bv: KMW,Archi-Tech on: 07-17-2007: 09:56:00 AM Project:WYSOCKI- Location: (12) 13'BM. @BASEMENT CEILING Summary: (2) 1.75 IN x 9.5 IN x 13.0 FT /1.9E Microlam-iLevel Trus Joist,, Section Adequate By: 105.8% Controlling Factor: Moment of Inertia/Depth Required 7.47 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.09 IN Live Load: LLD-Center= 0.17 IN =U945 Total Load: TLD-Center= 0.25 IN= U618 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 664 LB Dead Load: DL-Rxn-A= , 355 LB Total Load: TL-Rxn-A= 1018 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.39 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 891 LB ` Dead Load: DL-Rxn-B= 470 LB Total Load: TL-Rxn-B= 1361 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.52 IN Beam Data: Center Span Length: L2= 13.0 FT Center Span Unbraced Lenqth-Top of Beam:• Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 13.0 FT Live Load Duration Factor: - Cd= 1.00 Live Load Deflect.Criteria: L/ 360 Total Load Deflect. Criteria: L/ 300 Center Span Loading: Uniform Load: Live Load: wL-2= 53 PLF Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 83 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 27 PLF Left Dead Load: TRD-Left-1-2= 13 PLF Right Live Load: TRL-Right-1-2= 27 PLF Right Dead Load: TRD-Right-1-2= 13 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2= 5.75 FT Load Length: C-1-2= 5.75 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 98 PLF Left Dead Load: TRD-Left-2-2= 49 PLF Right Live Load: TRL-Right-2-2= 98 PLF Right Dead Load: TRD-Right-2-2= 49 PLF Load Start: A-2-2= 5.75 FT Load End: { B-2-2= 13.0 FT Load Length: C-2-2= 7.25 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors:Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 4022 FT-LB 7.15 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 1182 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 17.98 IN3 S= 52.65 IN3 Area (Shear): Areq= 6.22 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 121.49 IN4 1= 250.07 IN4 Uniformly Loaded Floor Beam[99 BOCA National Buildinq Code(97 NDS)]Ver: 7.01.12 Bv: KMW,Archi-Tech on:07-17-2007 : 09:55:16 AM Proiect:WYSOCKI-Location: (13) 10'BM. @BASEMENT CEILING Summary: , (2) 1.75 IN x 9.5 IN x 10.0 FT /1.9E Microlam-iLevel Trus Joist' Section Adequate Bv:21.1% Controllinq Factor: Moment of Inertia/Depth Required 8.91 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.09 IN Live Load: LLD= 0.24 IN= U507 Total Load: TLD= 0.33 IN =U363 Reactions(Each End): Live Load: LL-Rxn= 2500 LB Dead Load: DL-Rxn=. 989 LB Total Load: TL-Rxn= 3489 LB Bearing Length Required (Beam only, support capacity not checked): BL= 1.33 IN Beam Data: Span: L= 10.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF' Tributary Width-Side One: TW1= . 8.0 FT Floor Live Load-Side Two: LL2= ' 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 4.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: ,. WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 500 PLF Beam Self Weiqht: BSW= 10 PLF Beam Total Dead Load: wD= 198 PLF Total Maximum Load: WT= 698 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticitv: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 8724 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 3001 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus(Moment): Sreq= 39.00 IN3 S= 52.65 IN3 Area(Shear): Areq= 15.79 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= - 206.58 'IN4 t 1= 250.07 IN4 6 i Uniformly Loaded Floor Beamf 99 BOCA National Building Code(97 NDS)]Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 :09:55:18 AM Project:WYSOCKI-Location: (14) 15'BM.@ MSTR. BEDRM. FLOOR Summary: (2) 1.75 IN x 9.5 IN x 15.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:56.8% Controlling Factor: Moment of Inertia/Depth Required 8.18 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.19 IN Live Load: LLD= 0.13 IN =U1422 Total Load: TLD= 0.32 IN= U565 Reactions(Each End): Live Load: LL-Rxn= 396 LB Dead Load: DL-Rxn= 601 LB Total Load: TL-Rxn= 997 LB Bearing Length Required(Beam only, support capacity not checked): BL= 0.38 IN Beam Data: Span: L= 15.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 480 Total Load Deflect. Criteria: U 360 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 0.66 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 0.66 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 50 PLF Beam Loading: Beam Total Live Load: wL= 53 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 80 PLF Total Maximum Load: wT= 133 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI ' Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors: Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 3740 FT-LB 7.5 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 898 _LB At a distance d from support. Critical shear created by combining all dead and live loads: Comparisons With Required Sections: Section Modulus(Moment): Sreq= 16.72 IN3 S= 52.65 IN3 Area(Shear): Areq= 4.72 IN2 A= 33.25 IN2 Moment of Inertia(Deflection): Ireq= 159.43 IN4 , 1= 250.07 IN4 i Multi-Loaded Beam[99 BOCA National Buildinq Code(97 NDS)1 Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007: 09:56:02 AM Protect:WYSOCKI-.Location: (14)'13' BM. @ BASEMENT CEILING Summary: (3) 1.75 IN x 9.5 IN x 13.0 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By:38.7% Controllinq Factor: Moment of Inertia/Depth Required 8.52 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.15 IN Live Load: LLD-Center- 0.23 IN =U686 Total Load: TLD-Center- 0.37 IN = U416 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1010 LB Dead Load: DL-Rxn-A= 659 LB Total Load: TL-Rxn-A= 1669 LB Bearinq Lenqth Required(Beam only, support capacity not checked): BL-A= 0.42 IN Center Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B=. 2150 LB Dead Load: DL-Rxn-B= 1393 LB Total Load: TL-Rxn-B= 3543 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.90 IN Beam Data: Center Span Lenqth: L2= 13.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= ,0.0 FT Center Span Unbraced Length-Bottom of Beam: •Lu2-Bottom 13.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 53 'PLF' `- Dead Load: wD-2= 20 PLF Beam Self Weight: BSW= 16 PLF Total Load: wT-2= 89 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 353 PLF Left Dead Load: TRD-Left-1-2= 227 PLF Riqht Live Load: TRL-Riqht-1-2=, 353, PLF Riqht Dead Load: TRD-Right-1-2= 227 PLF Load Start: A-1-2= 6.0 FT Load End: B-1-2= 13.0 FT Load Lenqth: C-1-2= 7.0 FT Properties For: 1.9E Microlam-iLevel Trus Joist Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc-perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI. Adjustment Factors: Cd=1.00'CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors:Cd=1'00 i Design Requirements: Controllinq Moment: M= 9386 FT-LB 7.67 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 3021 LB At a distance d from riqht support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 41.96 IN3 S= 78.97 IN3 Area(Shear): Areq= 15.90 IN2 A= 49.88 IN2 Moment of Inertia(Deflection): Ireq= 270.36 IN4 1= 375.10 IN4 r Multi-Loaded Beam(99 BOCA National Building Code(97 NDS)1 Ver: 7.01.12 By: KMW,Archi-Tech on:07-17-2007 : 09:56:45 AM Project:WYSOCKI-Location: (15)3.5'BM. @ BASEMENT CEILING Summary: r (3) 1.75 IN x 9.5 IN x 3.5 FT /1.9E Microlam-iLevel Trus Joist Section Adequate By: 1113.9% Controlling Factor:Area/Depth Required 2.85 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.00 IN Live Load: LLD-Center= 0.00 IN = U18059 Total Load: TLD-Center= 0.00 IN= U11131 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 859 LB Dead Load: DL-Rxn-A= 535 LB Total Load: TL-Rxn-A= 1394 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.35 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 859 . LB Dead Load: DL-Rxn-B= 535 LB Total Load: TL-Rxn-B= 1394 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.35 IN ' Beam Data: Center Span Length: L2= 3.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= '3.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 300 Center Span Loading: Uniform Load: Live Load: wL-2= 491 -PLF Dead Load: wD-2= 290 PLF. Beam Self Weight: BSW= 16 PLF Total Load: wT-2= 797 PLF Properties For: 1.9E Microlam-iLevel Trus Joist Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fcl_perp= 750 PSI Adjusted Properties Fb'(Tension): Fb'= 2684 PSI Adjustment Factors:Cd=1.00 CF=1.03 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 1220 FT,-LB 1.75 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 781 LB At a distance d from left support of span 2(Center Span) Critical shear created by.combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 5.45 , - IN3 S= 78.97 IN3 Area(Shear): Areq= 4.11 IN2 A= 49.88 IN2 Moment of Inertia(Deflection): Ireq= 10.11 IN4 1= 375.10 IN4 r Town of Barnstable Regulatory Services B" MAS& _ Thomas F.Geller,Director '°lEp ;►,� Building Division Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fa 508-790-6230 PLAN REVIEW Owner: Y S o G!c► Map/Parcel: 00 C1 Project Address 61 A. 1 fY Builder: The following items were noted on reviewing: �/(JG/�CJL 2l��s �FCr2u-li2C--� dPAJ IgLL Reviewed by: Date: Q:Forms:Plnrvw ,_4�_ ter` ,,- �') 11- / ���Assessor's map and lot number y.....`. .. , A C*THETA !�-ts(Sewage Permit number srt/'�`^,✓, ... c'.`.y 7 Z 9T BASE ADLE • House number a :f ............................ ....... rasa . 9�p 1639. 0� �E0MPY a` TOWN OF BARNSTABLE BUILDING INSPECTOR h APPLICATION FOR PERMIT TO ✓ .......... ..............C. :Al. az ..........................:......... TYPE OF CONSTRUCTION ..(,.• =.t, .......: ::..... ..................:" rr ::'`�: .: :..................................... .. 19. TO THE INSPECTOR OF BUILDINGS: irl The undersigned hereby applies for a permit according to the following information:! / Location .........�%:..j................ �7'' �?:f< ._ ..: �:�:. .::a.Ze�:.:................. ................................... ProposedUse ....................... .........::: ..r.-::....................................... ....... ....................................... Zoning District .................. - r.��g....�.... ..:....... .........................Fire District ...............-:�:. :'......................................... Name of Owner ;:. /.....�`?fi� ........:::.i is '{.`a"�:�'a:......Address .................................................................................... Nameof Builder ....................Address .................................................................................... .-' rid ii •✓� Nameof Architect .............::...................................................Address .................................................................................... Number of Rooms .......... .....................Foundation .............................................................................. Exterior ......................�+r:'.:? ::!�:::�"`sz"'::............................Roofing .................................................................................... .... . Floors =. ......................................................`'-•�.._ Interior .................................................................................... .................. . . ........ Heating ................ ':."r ......e5..........................................Plumbing ................:................................................................. Fireplace ........................: .y1.` >,,—j`:....::........................Approximate. Cost . .`:.....:................................. ..: ............... Definitive Plan Approved by Planning Board -----------_______-----------19________. Area .'.:'. ��.......................... Diagram of Lot and Building with Dimensions Fee ........s<?.............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. ys/j Name ,: :`. : .....: :................................. L Construction Supervisor's License ....::. Iz--5 ."................ ALMUDA, HILDA A=00900-14 25316 T ADDITION No ................. Permit for .................................... �.. Single Famly..Dwellin�................ ... Location 6,1 Main„Street ..................................... ............... oquit................................................ Owner ..Hilda Almuda Type of Construction ..Frame........................... ................................................................................ Plot ............................ Lot ................................ Permit Granted .._.July 15, 19 83 Date of Inspection ....................................19 Date Completed ... ...............................19 -6 4, r . $ Assessor's map and lot number ....../............1.. SEPTIC SYSTEM, UST gE INSTALLED IN COMPLIANCE Sewage Permit number f/�. �2.,.. .......... WITH ARTICLE II STATE "" ""' ' """ SANITARY CODE AND TOWN REOULA I �*"E:r°��, TOWN OF BARNST1ILE SS . , i EAHBSTSDLS, 1639. .e� BUILDING INSPECTOR APPLICATION FOR PERMIT TO .P.... ........ .!!4�. .!1 .. ........................................................... TYPE OF CONSTRUCTION .....\ff.0o. . 7.r..R:A�.?M.. .............................................................................. r y..y......... .� ..............19.,. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information:si Location .'' A .N:.. ............ e`?.T.4J.a."t'................................................................ ................................... ProposedUse .....4Qw. .........................................................................................:....................I......................... t Zoning District ........!1... ...'..z.............................................Fire District ...C..Q 8.J.A.—.r.................................................. Name of Owner 1. !.kr.f,.!?�......1"3..�!:. ..9s�l..I ..............Address l:.t. .1 ...! 1:......... ................ Name of Builder 1. -f'!gF�b^.f '$.... .. 'r ``!f -l.tv....Address ...!\ ......... .!4N...~1.�rl'�........ Nameof Architect ....................... ...........................Address ...........................................:—r................................... Number of Rooms ............. ...................................................Foundation >ir: ....... A.............................. Exterior ..... 4?.41.Q....... . .........................Roofing ....P"'�.S..P ................................................ Floors ....... ............................................................Interior ...W...Sim.QA............................................................... Heating .Q .2.............................................Plumbing ......�..A..Q.jk...................................................... Fireplace ............... Approximate Cost 3 0g17 Definitive Plan Approved by Planning Board -------------------------------- Area ....... ......S.. ..: -.... �9-------. ......... Diagram of Lot and Building with Dimensions Fee ............. ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH Or 7 --u- s - I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. r/a Name . . t ..d; ................ ' w Hilda. ' . ' 1643-1 - ' m��lto No —.��'.��. Permit for ...-.�....._------ single fandly dwelling —'--'-----'-----------------' &&—a in--Stree�—— ' Location- --- — -- —^--------'Sartuit' ! — ^-------------------------'' Hilda A3ooeida Ovvnar ---------------------- | / ' fxnooe Type of Construction .......................................... / / —^-------^^----------------' ` Plot ............................ Lot ................................ Permit Granted .........July']��-----.lA 73 Date Completed �r � � ' 19 \ PERMIT REFUSED ------r--------------- lV � . � '`-------------------------'' ` / . � ----'---''----------'---~'---- ._--------------..--.._,---_,. � } ^ .--------.-----------.~..—.--. � | ` ! ' Approved ................................................ lg � . . ---------------.-------.---. ................... � . ' ^ ` � � Assessor's map,and lot number, dOC? FTHET Q ,Sewage Permit number � 4?...... ....... ....... ..41. . .. ........ .. z Z BARNSTABLE. i House number ""�a 1639- OF BARNSTABLE TOWN 1 BUILDING jNSPECTQR . R APPLICATIONFOR PERMIT TO ...`........ .................................... ... .. .. ......................................................... TYPE OF CONSTRUCTION .......(..1.� ` �1.....�: `........... ( '`..................................... ..... . ...... ../:...............19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit accordi g to the following information: Location .................�................. .... .. ... ...................................... .......... ................................................................ ProposedUse ....................... .... ..... .... ..:..``!'. .............................................................................................. Zoning District ................... .........Fire District ..........cz .. ............................................ Name of Owner ... ... .. ................Address ...:....... �.............................. ......................................................................... Name of Builder �'�'" Address Nameof Architect.............. .:............................:.....................Address ............................ ................................ Numberof Rooms ............. —" -----------:............Foundation ................................................:............................. Exierior ....................... ..... ... . .......................................Roofing .................................................................................... Floors ..................... .......................................Interior ................................................................... Heating .................. �`R--...........................Plumbing ....,............................................................................. Fireplace ..... ....... . .. . .. ................:............."Approximate. Cost ...�5 .!..................................................... .. Definitive Plan Approved by Planning Board -----------_______-----------19________. Area ........1.7 ........................ Diagram of Lot and Building with Dimensions Fee . ...i.. .................. SUBJECT TO APPROVAL OF BOARD. OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ..... .......ZVI ........... . .... ................................ Construction Supervisor's License .. ................................ ALMUDA, HILDA 25316 ADDITION �{ .: No ................. Permit for. .................................... Single Family...Dwehing.............. Location .................. .... } } ...............�Q.L� �.lr................................................ ' /�•v - f .,F.-..3 +• '. Owner ......H.Uda..A7,Tl 11da............................. Type of Construction .Fx..me.............:.......... - r i ,y L -^, t, tj ............................................................................... Plot ............ ............ Lot................................ Permit 'Granted ....July..15.', :.'... 'µ19 8 3 Date of Inspection... ................... .....19 _Date Completed ................ el ' .19 r r^` F K r� le ` 7) . ■■■■■!■■■�J/iilli/I■iii■■■■■ ■f/I/.%�r7..i �J�`. ;/f�/1■■■■■■■r�■■■■■ 1■■■■■■■■■■■■ ■■■■■■■■■■■■■■■\`\■■■�■fir■■■■■■■■■■■■■ 1■■■i■■■■■■■■■■■■■■i{i■�irri�i■■■■■■C■ ME ■■■■■ 1■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■N �■■■■.■■■■ ■■■1 1■■■■■■■ter■■■■■■■■■r�■■■■■■■ ■■■�.■ EMEMOMMEN ■ MINN FIRM ■■■■■■■■■■■■■■■■■ii■■e�■:�■■■■■■ ■■■■ ■■■■ ■■■■■ �■■■■■■■■■■■■■■e■a■e■■■■■■■■■■■■Crr■■■ -■■�■C■C■■s ■ ■■■■■■■■■■■■■■■■ill■ ' vfii■■■■■■■■■■■■■■ ■■■■■■■■■■ C..................................... ■■■■■■■■■■■i ...............I� ��...........■....... ■■■■■■■■■■■i �■■■■■■■■S•J■r/y■lei'err■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ IN -0 IP FND _ BENCH MARK TOP OF CONCRETE BOUND CB/D ELEVATION 86.34 (ASSUMED DATUM) FND OFF UP C GRAE- DRIVEWAY .W / CB/TIPPED p o i FND OFF o N = /FND OFF �o I m �0 c ` � e0 Nro�� E 31.7' prF I 1I I g 11I o PROPOSED 26.5' X 12* SOIL ABSORPTION Sl^5TEb9 �Op' � 0 TP#2 m 26.2' BED) I II I rn BED I — co }- I 1 I I t� WLn Cf co BATH HOUSE l _- "� 22.6' -- FF=92.3 I cd I TP#1 it TOF=91.4 � J INV=85.Ei 48.1' I I, D L rn N — J I O v 41.8 70.7' 1 OFFICE .8.0 - PORCH LEACHING PIT , _ WITH OVERHANG V DECK SUN W PORCH KITCHEN/N W! 1 I s PROPOSED D-BOX CESV) POOL _ DINING �'1 5.0 cd 'PROPOSED 1,500 TALLON SEPTIC SHED • US DRIVEWAY �, i BIZUMINO m �W , PROPOSED' - I I C I ADDITION a CA Z n CONNECT EXISTING r'r;<.i',�•' " f I BUILDING SEWER TO #4 j/ !� i�/ �/i��� ' / a l oy . N I o v I � 3 0 Ila N/F SEPTIC TANK !� �/j %' IOST OF SANTUIT & COTUIT / , / /%/`� t. + cn ➢ 4) ASSESSORS MAP 9 m0l PARCEL 15 PROPOSED TP#' .� i , C i \ o I i o t RO OSED RESERVE /� % O'S'£ PROPOSED BUILDING z SEWER FOR ADDITION' _°` /," r ; • I I O I I yll- v U 0 o c- g1 I I I C 4 EDWARDWYSOCKI 125.9' I I � Q ASSESSORS AP9 I I I N � PARCEL 14. 32,517±S.F. - I job no.: 704 I date II SCHF OIC DESIGN t t LDII -a " I HYD drawn J.�a.L• D D3 ARCM! ASS OCIATES, INC. _ u � -� CH i 4 28 REVISIONS: LOCUS LOCUS INFORMATION10 REVISIONS: DATE DESC. I SC❑❑NER RD — CURRENT OWNER: EDWARD WYSOCKI MINIMUM LOT SIZE: 87,120 S.F. — — w TITLE REFERENCE: BOOK 11465, PAGE 194 EXISTING LOT AREA: 32,517±S.F. OVERLAY DISTRICT: GP N Q v PLAN REFERENCE: BOOK 164, PAGE 89 �¢ Pq Z N NITROGEN SENSITIVE w N ASSESSORS MAP: 9 ZONE: ZONE II — o PARCEL: 14 FEMA FLOOD _ Z 3 9 ZONE DISTRICT: ZONE C AS SHOWN ON c1 ZONING DISTRICT: RF SETBACKS: FRONT 30' PANEL #250001 0021 D DATED JULY 2, 1992 SIDE 15' I Q� REAR 15' LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON CB/DH THIS PLAN ARE CORRECT. FND COUNTY BOUND 1 OF Algs ii � Cy CRAIG G��g A.Fim a FOD N 1✓ 311030 Jjff` f�v'•j/� d PROFESSIONAL LAND SURVEYOR DATE IP CERTIFIED FND BENCH MARK PLOT PLAN TOP OF CONCRETE BOUND __ -- ---- --r ELEVATION 86.34 (ASSUMED DATUM) FN OFF GRAVEL DRIVEWAY UP WITH CO �— _ _ — S 5.26'20" W leg, NEW W 78.90' CB/TIPPED ° I FND OFF B OFF II I FOUNDATION AT #61 10,IN1" 11.0' ° MAIN STREET �-7 26 � .2' BED I IN , BED �' in I r t BATH I �� I C O 1 U I 1 -J SE FF=92.3 v I A �` � -48 1 /�20.0' N TOF=91.4 ' m I I V IAS SAC 1(,� 1 U S E 1 1 S -___-____ ,� N INv�sS.s w ,� /� m 70.7'41.8 OFFICE 8.0, PORCH (BARNSTABLE COUNTY I \ ) WITH OVERHANG 1 1 DECK PORCH KITCHEN/N W---- W M I DINING q 5.0 I 1 . ' `SHED 26.a:._J Ip+0 BITt)MINOUS DRIVEWAY I I JULY 199 2007 W �.`�" �� —� �— O Z 0L� G w ADDITION 1 OyF w I I J� -53.9' o I I RESERVE .,' �r-ma 's' m ESER VE �"' r�1 1 1* o I M AIU O („..-rh Z oy I � w 11 O! I UPL 0 C I II I � I I I I HOLY GHOST of I I I PREPARED FOR: SANTUIT & COTUIT N/F I I I EDWARD WYSOCKI ASSESSORS MAP 9 EDWARD WYSOCKI PARCEL 15 ASSESSORS MAP 9 PARCEL 14 88 s' III 61 MAIN STREET 32,517±S.F. I COTUIT, MA 02635 I HYo 508-428-9975 II � I III � I IIBSC P II 349 Main Street, Route 28, Unit D I West Yarm PICKET FENCE � 011th, Massachusetts 02673 S 87'51'49" W � 169.99' �� 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1" = 20' N 0 2.5 5 10 ►ErERS ROBERT & FIAONA JENSEN ASSESSORS MAP 9 0 10 20 40 Fir PARCEL 13 I PROJ. MGR.: CRAIG FIELD FIELD: D. GAZZOLO/J. McCARTIN / N. M. CALC./DESIGN: K. HEALY NOTE: DRAWN: K. HEALY SEPTIC LOCATION DEPICTED HEREON IS BASED CHECK: CRAIG FIELD ON A 2006 BSC SEPTIC DESIGN PLAN. FILE: 9180—ABF.DWG DWG. NO: 5769-02