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Home My WebLink About0230 WEST WIND CIRCLE a�� ESTW�� iiec��. .i ., - 1 .. C � � ... ,. - - -� ., � � �. ,' ��.e.a.�... ......fi...�.e...r..._ —__ ,•.n.rnM^ .. ..�S.as...urdFri - _— .'�++�: Town of Barnstable OF'THE rqf, Regulatory Services Richard V. Scali, Director &UMSTABLE. _ Building Division BARNSTABLE n v� 1639• �0 Thomas Perry, CBO I6I9-2014 HIED 1A°�A Building CommissionerSD5 200 Main'Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 September 23,2014 To Whom It May Concern: Re: 230 West Winds Circle Enclosed please find a bond posted against damage to a roadway during construction. Our return of this bond indicates that a certificate of occupancy has been issued for the property and that the Town of Barnstable has no further interest in the bond. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. 4Siierely, Sally Shea Division Assistant Town of Barnstable. M x Town of Barnstable �FTME r Regulatory Services fig' o Richard V. Scali,Director RAM9rABM ; Building Division BARNSTABLE MASS A waysrna a zmmwt.ronm.mums v� Thomas Perry, CBO ""'�'"�1 `4 1639. 0 1639-1O1C QED pAP'�A Building Commissioner 575 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 t September 23, 2014 To Whom It May Concern: Re: 230 West Winds Circle Enclosed please find a bond posted against damage to a roadway during construction. Our return of this bond indicates that a certificate of occupancy has been issued for the property and that the Town of Barnstable has no further interest in the bond. You should return the bond to your insurance company to avoid automatic renewal at the end of its term. Sin erely, Sally Shea Division Assistant Town of Barnstable I �t ' ti Town of Barnstable* Building Department - 200 Mai Street ABLE. # Hyannis, MA 02601 9 MASS 1639 (508) 862-4038 Certificate of Occupancy Application Number: 201309272 CO Number: 20140111 Parcel ID: 121011022 CO Issue Date: 08/18/14 Location: 230 WEST WIND CIRCLE Zoning Classification: RESIDENCE C DISTRICT Proposed Use: SINGLE FAMILY HOME Village: OSTERVILLE .Gen Contractor: MARKWOOD CORPORATION Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF� BARNSTABLE „� of I '�w 201309272* eA><trtding srABIX, Issue Date: 12/16/13 Permit MASS ArFO yq. A Applicant: MARKWOOD CORPORATION Permit Number: B 20133137 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/15/14 Location 230 WEST WIND CIRCLE Zoning District RC Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 121011022 Permit Fee$ 1,106.70 Contractor MARKWOOD CORPORATION Village OSTERVILLE App Fee$ 100.06 License Num 005867 Est Construction Cost$ 217,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REBUILD 3 BEDROOM SINGLE FAMILY HOME WITH ATTACHEDJGRAIWS CARD MUST BE KEPT POSTED UNTIL FINAL (AFTER FIRE) INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: KOUVARIS,PETER&DINA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 230 WEST WIND CIR INSPECTION HAS BEEN MADE. OSTERVILLE,MA 02655 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE;SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. y PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS !`coy �,�/��i ` T w k cv� ti Irk r CA 2 2 1,,.,,c�j 2 kiwa 7-�$-, 3 �t 1 Heating Inspection Approvals Engineering Dept Fire Dep V 2i'.Jrrf� r� �. Bo Hal C `oF.NE T°w� -• Town of Barnstable BARNSTABLE. ' Regulatory Services T MASS. g '°M a Building Division prEO 'S MA . - 200 Main Street,Hyannis,MA 02601 1 t Office: 508-862-4038 Fax: 508-790-6230 .F Inspection Correction Notice Type of Inspection Location �'� P Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 3.4T4 u eq-r c o vc-,7 �L* wr usT A-L-j&V r_k jo v�-� f-fo u s e a f S C / Pei CAN C AG-r- kjkk:,� 57-e APs Pia_ APB L64I-LE f S - Ep5/ `7- ,,97 C a kl`oc. 7- '70 -P '�' 7' ;en Zy 7 1 / Iyc_6- W 15 = Z- S 7r-7EF t - t- c E 9 wI �l cam/-�s/ . Lac CL7LV 6;�:- C Veasercall: 7-1112-4038 for re-inspection. Inspected by . . i Date • / -S��c�S S �� MEMORANDUM TO Paul Roma FROM Tim Pearson DATE 5-13-14 RE 230 West Wind,Circle�Osterville ..MA. Attached for this house file is the structural engineering for the steal beams we used at this job. Thank you Tim Pearson i /7PIAG, LLC January 21,2014 Mr. Tim Pearson 110 Breed's Hill Road, Unit 10 Hyannis,MA 02536 RE: Steel Beam Design Hagigeorge Residence RPG Job No. 13030 -- Dear Mr—P-ear-son,-- Based upon a review of the plans for.,the Hagigeorge's Residence prepared by Bruce Devlin Designs, dated September 2013,the following is steel beams and.supports are required: 1. Basement Steel Beam (Span =189: Utilize a W8x28,,Grade 50, steel beam with a 2"x nailing plate fastened-to the top flange with '/z"diameter bolts at 16"on center, staggered. The top of the 2"x nailer shall be flush framed with the tops of the 2"x10"floor joists; connect the joists to the nailer with LB210 joist hangers. The contractor shall provide blocking in the web of the steel beam as required. The beam supports shall be as follows: • Exterior Wall Support: The beam shall be notched into the double wall plate,provide a minimum bearing of 24 square inches, and supported with a(3)2"x6"built-up post extending to the sill plate and foundation. • Interior Support: The beam shall be supported by a 3%2"diameter lally column with steel cap and base plates set upon a 30"square by 12"thick concrete footing. The concrete shall have a minimum compressive strength of 3,500 psi at 28 days. Z Second Floor Steel Beam (Span =239: Utilize a W8x48, ('Trade 50, steel beam with a 2"x nailing plate fastened to the top flange with %2"diameter bolts at 16" on center, staggered. The top of the 2"x nailer shall be flush framed with the tops of the 2"x10" floor joists; connect the joists to the nailer with LB210 joist hangers. The contractor shall provide blocking in the web of the steel beam as required. The beam supports shall be as follows: • Exterior Wall Support: The beam shall be notched into the double wall plate,provide a minimum bearing of 32 square inches, and.supported with a 6"x6"post extending to the sill plate and foundation. • Interior Support: The beam shall be supported by a 6"x8"post extending to beam supporting first floor framing. Install a 4"diameter lally column directly below beam Civil&Structural Engineers• Land Surveyors P.O.Box 1758•North Falmouth, MA 02556 P:(508)330-0338 v " Hagigeorge Residence RPG Job No. 13030 January 21,2014—Page 2 u support point with a Simpson LCC4.5-4 column cap and a steel base plate set upon a 42"square by 12"thick concrete footing. The concrete shall have a minimum compressive strength of 3,500 psi at 28 days. If during construction conditions differ than what is described or shown herein,please notify this office immediately. If you have any questions or concerns,please do not hesitate to call me at (508) 330-0338. Sincerely, CPC Associates, LLC NOF o? ROB - o GUMAL w Robert Guay,PE ge018T President... Civil&Structural Engineers• Land Surveyors P.O. Box 1758•North Falmouth, MA 02556 P:(508)330-0338 1 MEMORANDUM TO Paul Roma FROM Tim Pearson DATE 5-13-14 RE 230 West�Wind,`Circie'Osterville,:MA. Attached for this house file is the structural engineering for the steal beams we used at this job. Th u Tim Pearson r ZeselAFY LLC January 21, 2014 Mr. Tim Pearson 110 Breed's Hill Road, Unit 10 Hyannis, MA 02536 RE. Steel Beam Design Hagigeorge Residence RPG Job No. 13030 Dear Mr. Pearson, - --—t Based upon a review of the plans for the Hagigeorge's Residence prepared by Bruce Devlin Designs, dated September 2013, the following is steel beams and supports are required: 1. Basement Steel Beam (Span =18'): Utilize a W8x28, Grade 50, steel beam with a 2"x nailing plate fastened to the top flange with '/2" diameter bolts at 16"on center, staggered. The top of the 2"x nailer shall be flush framed with the tops of the 2"x10" floor joists; connect the joists to the nailer with LB210 joist hangers. The contractor shall provide blocking in the web of the steel beam as required. The beam supports shall be as follows: • Exterior Wall Support: The beam shall be notched into the double wall plate,provide a minimum bearing of 24 square inches, and supported with a(3) 2"x6"built-up post extending to the sill plate and foundation. • Interior Support: The beam shall be supported by a 3'/2" diameter lally column with steel cap and base plates set upon a 30" square by 12"thick concrete footing. The concrete shall have a minimum compressive strength of 3,500 psi at 28 days. 2. Second Floor Steel Beam (Span =23'): Utilize a W8x48, Grade 50, steel beam with a 2"x nailing plate fastened to the top flange with ''/2" diameter bolts at 16" on center, staggered. The top of the 2"x nailer shall be flush framed with the tops of the 2"x 10" floor joists; connect the joists to the nailer with LB210 joist hangers. The contractor shall provide blocking in the web of the steel beam as required. The beam supports shall be as follows: • Exterior Wall Support: The beam shall be notched into the double wall plate, provide a minimum bearing of 32 square inches, and supported with a 6"x6"post extending to the sill plate and foundation. • Interior Support: The beam shall be supported by a 6"x8"post extending to beam supporting first floor framing. Install a 4" diameter lally column directly below beam Civil& Structural Engineers• Land Surveyors P.O.Box 1758•North Falmouth, MA 02556 P:(508)330-0338 i t Hagigeorge Residence RPG Job No. 13030 January 21, 2014—Page 2 support point with a Simpson LCC4.5-4 column cap and a steel base plate set upon a 42" square by 12"thick concrete footing. The concrete shall have a minimum compressive strength of 3,500 psi at 28 days. If during construction conditions differ than what is described or shown herein,please notify this office immediately. If you have any questions or concerns,please do not hesitate to call me at (508) 330-0338. Sincerely, RA449 Associates, LLC p%OF o`er ROBERT i P. -. VAL dIft oer Robert Guay, PE °��a°18r� President Civil& Structural Engineers• Land Surveyors P.O.Box 1758•North Falmouth, MA 02556 P:(508)330-0338 TOWN oF BARNSTABLE 70, y t 3 M, 10: Db DPV,cID�„ �. f ,t r ' I I I ' r r• ' 'Commonwealt sachusetts te Map Parcel MAY �. � 2014 (� Date:�� Permit# �� - oTC� 0I Estimated Job Cost: $ lm OF BARNSTABLE Permit Fee:$ 4P Plans Submitted: YES NO Plans Reviewed: YES _ NO Business License# L/ 7 Applicant Ucense# r Business Information: Property Owner I Job Location Information: Name:_ ' Name: _1�e�'� � �ihA ��t/a✓�S -�Q i'��'��5 9 Street: &eCA NeC Street: ^7 30 ' 5,f^Qind Cif City/'Town: CLV�k..�/l.Uyl City/Town: t�TC.✓(�l• �K Telephone: O 6 29 CQ 1-70 Telephone: Photo I.D.required/Copy of Photo I.D. attached: YES X NO tantno a) 4-1/. ' -unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,,000 sq. ft. /2-stories or less Residential: 1-2 family Multi-family Condo/TmAmhouses Other Commercial; Office Detail Industrial Educational Fire Dept. Approval Institutional� Other Square Footage: under 1.0,000 sq.ft,L over 10,000 sq. ft. Number of Stories: Shect metal work to be completed: _ New Work: Renovation: HVAC N/ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: O fLe rl 4k-o aff i C avid one- i!n evvmyir V�Q e�4+'C feejS +-k- Second ke J +ke-. ba,5ev4a.f i5 zoyt& amp freds js -(to Jd "Zont ' rid loasewne zone. The dUcf w a r k G5 ln,bhAe. CG 6 e�in f0 200 1, E , C .C, f Q INSURANCE COVERAGE: I have a current liabill3Y insurance policy writs equivalent which meets the requirements of M.G.L.Ch,112 Yese No If you have checked XM,indicate the type of coverage by checking the appropriate box below: u G A liability insurance policy ,� Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:t am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application wad this requirement Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent i i By checking this.bo ,1 hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and Installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress i<nsRectioeis Date Comments 1 Em: al nspeetion Date Comments i ype of License: II 3Y R master title ❑Master;Restricted :ity/Totvn ❑Journeyperson Signature of Licensee permit A ❑Journeyperson-Restricted LicensE Number. i =eQ S - ❑ t Check at wlrvwr.rnass.caov7ain! nspector Signature of Permit Approval The Commonwealth of Massachuseas Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricgans/Plmnbers Applicant Information. `Please Print Le�ly NTame(Business/Orgmizad=4ndivi&w):. Q io dru /Me(.�t^/yil r 5y< T Ph S Address: i y Z Clre cif' r-C City/State/ZiD: J6)a,(L k&m. tUp o Z6'1`Phone.#: L,"o 7 .2a 1 G l76 Are you an employer?Check the appropriate boa: -Type of project(required):,, LEI I an a employer with � - -- 4. ❑ I am a general contractor and I employees(full and/or pait•-timc).* have hired the sub-contractors 6. New construction . 2.❑ I am a•sole proprietor or partner- listed on the-attached sheet, 7. ❑Remodeling ship and have no employees These sub-contractors have g• ❑Demolition ' working for me in any cacity. employees and have workers' g. ❑Building addition [Pip workers'comp.insurance comp.insurance.t ed. 5 ❑ We are a coipotation and its ?0.❑Electrical repairs or additions r ] officers have exercised their 11. Plumb repairs or additions '3.❑ I am a homeowner doing ill work ❑ ?g ep myself [No workers'camp. right 6f exemption per MGL 12.(]Roof repairs insurance required.]t c.152,§1(4),and we have no employees.[No workers' I3.®Other (*ly Comp.insurance regture&) *Any an li,ant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Romcowne s who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. lConuacton that cbeek this box must attached an additional sheet showing the name of the sub•conbm.-ton and star`wh.her or not those entities have employees. ff the sub•eontrmtots nave employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information.Inca-aance Company Name nn: ► V labs I�')sUl(G21/lCe g eylall. 7fi c:. 1 . Policy#or Self-ins.Lic.r Expiration Date:_)) 17 I Z6I Job Site Address: �'3 d yiys+�If'A ic/ Cll e* City/State/Zip: �5 �y�SIP iy,* .-0Z�' Attach a copy of the workers'compensation policy declaration page,(showing the policy number and expiratiotx 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 S 1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the MA for insurance coverage verification. I do hereby certify under the pains•and penalties of perjury That the information provided above is true and correct Siettatw-e Date YIZS Ph ,PC# 50$ 2 q 1 (e 170 Official use only. Do not write in this area,to Fe-completed Fe—conTleted 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.Q-her t Contact Person: Phone n f Date: 11/12/2013 Time: 10:37 AN To: I•iorse Insurance Page: 02 1 ® F101/12/2NO13 ATE(MMIODYYY) ACORa CERTIFICATE OF LIABILITY INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Margaret Viera Morse Insurance Agency, Inc. PHO (508)748-9577 FAX (508)798-9579 AIC Ezt: AIC.No 354 Front Street EmIAIL .maggieviera@morseins.com Suite 4 INSURER(S)AFFORDING COVERAGE NAIC B Marion MA 02738 INSURERA-Main Street America Assurance 29939 INSURED INSURERB:NGM Insurance Company 4788 QUALITY MECHANICAL SYSTEMS LLC INSURERC:Travelers indemnity Co of CT 25682 143 GREAT NECK RD INSURER°: INSURER E: WAREHAI4 MA 02571-2426 INSURERF: COVERAGES CERTIFICATE NUMBER:2013 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 TYPE OF INSURANCE ADDL SUER POLICPOLICY NUMBERMM DDY EFF MLC MIDD EXP LIMITS LTR GENERAL LIABILITY EACH OCCUP.PENCE $ 1,000,000 ANiA o R NT D 500,000 X -OMMERCIAL GENERAL LIABILITY PREMISES Eaorr"urrence A CLAIMS40ADE a OCCUR 5432 1/7/2013 1/7/2019 MED EXP(Any one person) $ 10,000 PERSONAL&ADV IN.t-IRY $ 1,000,000 GENEP.AL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICY PP.O LOC V!MBIIJ D SINGL LIMI AUTOMOBILE LIABILITY Ea arxidenl B ANY AUTO BODILY iNJUP.Y(Per person) $ 250,000 AALL OWNED X SCHEDULED 5432 1/7/2013 1/7/2019 BODILY INJURY(Per accident) $ 500,000 X �` N TOS NOWOVOJED PF OaPEPTYden DAMAGE $ 250" 000 HIRED AUTO SAUTOS $ UMBRELLA LIAB HOCCUR EACH OCCUP,PENCE EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEL) I I RETENTION$ _ $ C WORJLERS COMPENSATION RY LIMITS X FR AND EMPLOYERS'LIABILITY YIN E.L.EACH ACCIDENT $ 500,000 ANY PROPRIETORIPARTNERIE>CEL)JTIVE NIA OPFICEPIMEMSER EXCLUDED? B4128TO73 1/7/2013 1/1/2019 E.L.DISEASE-EA EMPLOYEE $ 500,000 (Mandatory in NH) If ves.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) Peter Savary is included for coverage on the worker's compensation policy. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Barnstable 367 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE 1 Margaret Viera/MMV r�i� v ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025(201005).01 The ACORD name and logo are registered marks of ACORD -- - �pC-HIS O MONEp,LTH. . . 1 1.-..- WORK ORKERS 1 ET.METpL ESTR��TED f1E pST UN UCEN To S ER sE } . o "wV ARYi 4 � RD `n T 2 . 09I25�14 0' 4A7 . Now— _ -- - r ACH�$ i ia ° TAU W 1 SHEET ME UNRESTR , A A MAST� F6�VE`UCE ?O_ �• sr ISSUE � A �r w �� : . [1 Ft W 45_ 09/28/ 1 f - Town of Barnstable Regulat®ry Services a. mmaa�s ' Thomas F.Geder,Director ed►s Building DiAsion Tom Perry,.Building Commissioner 200 Main Street,Hyannis,MA 0260.1 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, C 'ICZ o► e�9 ,as Owner of the subject property herebv authorize �AQchaln icd stj8km 15 to act on my behalf: in all matters,relative to work authorized by this building permit. ).30 W& `Wtnd Ude (Address of Job) **Pool fences and alarms are the responsibility of the applicant. fools are not to be EWed before fence is installed and pools are not to be utilized until a11 final inspections are performed and accepted. Signature of Ownet Signature of Applicant Punt Name Print Name q -.?B - ao ► Date -Q FORMS:OWNr-RPER-WSSIONFOOLS ' Mass. Corporations, external master page Page 1 of 1 a William Francis GalvinSecretary of the Commonwealth of Massachusetts Corporations Division Business Entity Summary ID Number: 900440308 Request certificate I New search Summary for: QUALITY MECHANICAL SYSTEMS, LLC The exact name of the Domestic Limited Liability Company (LLC): QUALITY MECHANICAL SYSTEMS, LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 900440308 Old ID Number: 000915021 Date of Organization in Massachusetts: 01-23-2006 Last date certain: The location or address where the records are maintained (A PO box is not a valid location or address): Address: City or town, State, Zip code, Country: The name and address of the Resident Agent: Name: PETER SAVARY Address: 143 GREAT NECK ROAD City or town, State, Zip code, WAREHAM, MA 02571 USA Country: The name and business address of each Manager: Title Individual name Address MANAGER PETER SAVARY 143 GREAT NECK RD. WAREHAM, MA 02571 USA In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address http://corp.sec.state.ma.us/Corp Web/CorpSearch/CorpSummary.aspx?FEIN=9004403 08&... 5/12/2014 e 2-j( Gv- s 0 LOT 53 15,000± S.F. `SO 9p O 000 FOUNDATION PLOT PLAN DICE #13-299 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 230 WEST WIND CIRCLE . PREPARED FOR: OSTERVILLE, MASS. MARHWOOD CORPORATION SCALE : 1" = 30' DATE : FEBRUARY 5, 2014 - REFERENCE ASSESS. MAP 121 PCL 11-22 �jH OF rl.4 v 1 HEREBY CERTIFY THAT THE STRUCTURE �� s, - SHOWN ON THIS PLAN IS LOCATED ON THE to DAN'IEL yG GROUND AS SHOWN HEREON. o A. OJALA cn off 508-362-4MI No.40S£}0 fax 508 362-9880 '� 1 ,PO v down cape engineering, inc. \ .1 o \0� CIWL ENGINEERS �/ 7 /I� `�`mot 1 I LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR T� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 4ll a Ap ication # Health Division Date Issue Conservation Division - Ap;plication Feed/ / Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 0-30 (j_ b( 1 IL!" Village (./s6ui`�, //�� r / .� Owner C.h�� 14C41-r,61f4d_1.' Address i. lg7�%,r Telephone ?'"v_?�Y CA (G Permit Request %Mc, 4z"Z_ 40 KM4&ko 0 TIC.; `� �GGJ �i+n Vr+• L `s Cl Vr G (mac Square feet: 1 st floor: existing proposed �, 2nd floor: existing proposed Total newa Zoning District Flood Plain "Groundwater Overlay Project Valuation o�aS',Gt� Construction Type� 1�rr,N,� Lot Size 57C412 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family units) N � Age of Existing Structure Historic House: ❑Yes No On Old Kig's HighW�i: ❑gs ® No w Basement Type: ❑ Full ❑ Crawl Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area7(sq.ft) Number of Baths: Full: existing new -3 Half: existingrjew 1. Number of Bedrooms: existing 2new 9 c. i Total Room Count (not in luding baths): existing new First Floor Room Comet Heat Type and Fuel: ® Gas ❑ Oil ❑ Electric ❑ Other 0 Central Air: Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes &'No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑'new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of AppealVN horization ❑ Appeal # Recorded ❑ Commercial ❑Yes If � es plan Ian review # Y r S 1 Proposed Use C fnJCurrent Use 1y �L (•��►�+• � APPLICANT INFORMATION (� (BUILDER OR HOMEOWNER) l'r! Y _ 77 6 7 Name // �tr5G�/) � �-�(_X.r.1.�� Telephone Number .�� -� Address (O u507�d� l�tiVl �i �In;y (OLicense # ��G 7 Home Improvement Contractor# U? -Email y)ek Worker's Compensation # (,,SLS: 3(CC.7ft-C>3.3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BtTAKEN TO SIGNATURE DATE f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED �= MAP/PARCEL N0. ADDRESS VILLAGE OWNER DATE OF INSPECTION: y FOUNDATIOM O :.1 3 FRAME Yroifrc{ Pwck-- t INSULATION r FIREPLACE x ELECTRICAL: ROUGH FINAL ° s ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED Out , ASSOCIATION PLAN NO. ?fie-Commonwealth-of-Massachusetts— - -' Department of Industrial Accidents Office of Investigations. 600.Washington Street. Boston,MA 02111 N".mass.gov/dia Workers' Compensation Insnrance•Affidavit: Builders/Contractors/Electricians/Plumbers AppI cant Information Please Print Legibly Name(Business/Organization/Individual): (i� • Address: SGL a1�j � 1/� '�— (a • . . t City/State/Zip: Phone#: SLR 7 W-C)?_ tJ Are u an employer? eck the.appropriate box: Type of project(required): 1.;I am a employer with 4. I am a general contractor and I employees(full and/or part-time). * have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. .Eemodeling ship and have no employees. These sub-contractors have g. Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp. insurince,t j required.] 5. E] We are a corporation and its 10.❑Electrical repairs or additions i 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself [No workers'comp, right of exemption per MGL insurance required.]t C. 152 Other , §1(4),and we have no 12.❑ er re � c employees, [No workers' 13. Othe comp. insurance required.]. *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they am doing all work and then hire outside contmctors'must submit a now•affidavit indicating such. tContmctor¢that check this box must attached an additional shoot showing the name of thc 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, 1 am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. L Insurance Company Name: Policy#or Self-ins.Lic.#:�,,��3( s= 3156P 7l(-03-3 Expiration Date: " I Job Site Address: P l-,) l _Y_Ib� U�1,^' J G City/State/Zip: VSYU'f� C1�, �r (w, Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb ce tideY-t airs and penalties of perjury that the information provided abovess,r itrue and correct Apr Siknature: Date: /�/''�')--- Phone#: d Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: wormatlun. rcrInstructi 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 m 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 bean 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 insurance requirements of this chapter have been presented to the contracting authority.." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s), addresses)and phone number(s)along with their certificate(s),of insurance. .Limited Liability Companies'(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,'are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required Be.advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be retained 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 obtaininga license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance-for your cooperation and should you have any questions, please do not hesitate to give us a call. The.Department's address,telephone.and fax number- The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington.Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Fax#617-'727-7749 ; evised 4-24-07 Www.mass.gov/dia . '4C40R L?® , CERTIFICATE OF LIABILITY INSURANCE F DATE(MMlODIYYY1f) THIS QERTIFICATE 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 endorsements . PRODUCER FREDERICKS INSURANCE AGENCY INC CONTACT NAME: 1046 MAIN STREET PHONE o ,: a FAX ac Noll, a 420-17 OSTERVILLE, MA 026550427 E-MAIL ADDRESS: INSURERS AFFORDING COVERAGE NAIC 0 NSURER A: Libpr4e Mutual Insurance INSURED MARKWOOD CORPORATION INSURERS: 110 BREEDS HILL RD UNIT 10 NSURERC: HYANNIS MA 02601 WSURERO: NSURER E: NSURERF: COVERAGES CERTIFICATE NUMBER: 15T70958 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 ADDL SUER LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MM/DD/YYYYI (.PMIDDIYYYYI LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence) $ CLAIMS-MADE DOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SWGLE LIMIT (Ea a«i9anq $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Par accident)AUTOS AUTOS ( ) $ HIRED AUTOS NON-OWNED PROPERTY DAMAGE AUTOS Peracddenl) $ $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DEO RETENTION$ $ $ WC STATU 5 A WORKERS COMPENSATION WC5-31 S-319674-033 2/1/2013 2/1/2014 11 1 TORY L MITS AND EMPLOYERS'UABIUTY YIN ANY PROPRIETOR/PARTNER/EXECtITNE OFFICER/MEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ 100000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100000 It yes,descr3e under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SANDWICH MA THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 16 SAN SEBASTIAN WAY SANDWICH MA 02563 AUTHORIZED REPRESENTATIVE Jeff Eldridge ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD �WT NO.: 1517�956 CLIENT CODE: 131967G Anne ;I 3/20/2013 5?y:Q3 M Page 1 of,L is Certl 1CaCe cancels and supersedes L(. previously issueG certificates. _ - � _62 Office of Consumer Affairs and usiness Regulation _ 10 Park Plaza - Suite,5110 Boston, Massa6husetts .02116 Home Improvement Contractor Registration Reigistration: '100871 f L. "7`•---= -�•-; Type: Private Corporation r t:- _ 6; i Expiration: 6/24/2014 Tr# 223965 MARKWOOD CORP �,:, M- ' : T= , � L TIMOTHY ------ PEARSON • � . . • ' ;,; � ��Ti '�� `— • — ---- 110 BREED'S HILL ROAD UNIT HYANNIS, MA 02601 Update Address and return card.Mark reason for change. -OPS•CA1 0 SOM•04/04•G101218 Address Renewal Employment ❑ Lost Card , ✓!ie �arn�rrwozwea /f/�cw�acfuaelta ' .: Office of Consumer-Affairs&Business Regulation. License orYegistration valid for individul use only _s 9: -- HOME IMPROVEMENT CONTRACTOR before the expiration date.'if found return to:,- Registration: _ . -l'00871 Type: Office of Consumer Affairs and Business'Regulation Expiration: 6%24/2014 Private Corporation 10 Park Plaza-Suite 5170 t Boston,MA 02116 ' MA KWOOD CORP TIMOTHY PEARS.ON`_ s';_ r,1; ram;;e1 !,al 110 BREED'S HILU. A;WNIIT;10 HYANNIS, MA 02601�-',._s%:.,;;% . : Undersec�etar l:." Y Not valid without signature Massachusetts -Department of public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005867 TIMOTHY PEAR50N P.O.BOX#519 0�632 Centerville 1VIA Expiration A J 1111212015 . Commissioner i REScheck Software Version 4.4.2 Compliance Certificate Project Title: Markwood Corporation Energy Code: 2009 IECC Location: Osterville,Massachusetts Construction Type: Single Family Building Orientation: Bldg.faces 45 deg.from North Conditioned Floor Area: 1800 ft2 Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 230 Westwind Circle Markwood Corporation Colony Insulation,Inc Osterville,MA 110 Breed's Hill Road 28 Jonathan Bourne Drive Hyannis,MA 02601 Pocasset,MA 02559 508-778-0734 508-563-6049 Compliance: Compliance:1.7%Better Than Code Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 660 38.0 0.0 20 Ceiling 2:Cathedral Ceiling 470 38.0 0.0 13 Ceiling 3:Cathedral Ceiling 360 30.0 0.0 12 Wall 1:Wood Frame,16"o.c. 528 21.0 0.0 23 Orientation:Front Window 1:Wood Frame:Double Pane with Low-E 100 0.280 28 SHGC:0.50 Orientation:Front Door 1:Solid 20 0.290 6 Orientation:Front Wall 2:Wood Frame,16"o.c. 624 21.0' 0.0 30 Orientation:Bads Window 2:Wood Frame:Double Pane with Low-E 62 0.280 17 SHGC:0.50 Orientation:Bads Door 2:Glass 32 0.280 9 SHGC:0.50 Orientation:Bads Wall 3:Wood Frame,16"o.c. 416 21.0 0.0 23 Orientation:Left Side Window 5:Wood Frame:Double Pane with Low-E 12 0.290 3 SHGC:0.50 Orientation:Left Side Wall 4:Wood Frame,16"o.c. 416 21.0 0.0 22 Orientation:Right Side Window 4:Wood Frame:Double Pane with Low-E 8 0.280 2 SHGC:0.50 Orientation:Right Side Door 3:Solid 20 0.280 6 Orientation:Right Side Floor 1:All-Wood Joistlfruss:Over Unconditioned Space 1310 30.0 0.0 43 Boiler 1:Other(Except Gas-Fired Steam)85 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Markwood Corporation Report date: 11/22/13 Data filename:C:\UsersUuneMDocuments\REScheck\Markwood-11-22-13-230WestwindCir-Oster.rck Page 1 of 5 Name-Title Signature Date I Project Title: Markwood Corporation Report date: 11/22/13 Data filename:C:\L)sersUune\Documents\REScheck\Markwood-11-22-13-230WestwindCir-Oster.rck Page 2 of 5 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-8.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-38.0 cavity insulation Comments: ❑ Ceiling 3:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Walls: Cl Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.290 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor.0.280 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.290 Comments: ❑ Door 2:Glass,U-factor.0.280 Comments: ❑ Door 3:Solid,U-factor:0.280 Comments: Floors: Project Title: Markwood Corporation Report date: 11/22/13 Data filename:C:\Users\June\Documents\REScheckWlarkwood-11-22-13-230WestwindCir-Oster.rck Page 3 of 5 ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments Floor insulation is installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Wood-buming fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayedtblown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Showerflub on exterior wall:Insulation exists between showerstlubs and exterior wall. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturers installation instructions. Cl Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Duct Insulation: ❑ All ducts not completely inside the building envelope are insulated to at least R-8. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. ❑ All joints and seams of air duds,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the dud construction.Metal dud connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal duds have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ All ducts and air handlers are located within conditioned space. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Project Title: Markwood Corporation Report date: 11/22/13 Data filename:C:\Users\June\Documents\REScheck\Markwood-11-22-13-230WestwindCir-Oster.rck Page 4 of 5 Circulating Service Hot Water Systems: Cj Circulating sbrvice hot water pipes are insulated to R-2. Cj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Cj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions.- Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable pf shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Markwood Corporation Report date: 11/22/13 Data filename:C:\Users\June\Documents\REScheck\Markwood-11-22-13-230WestwindCir-Oster.rck Page 5 of 5 s 12009 IECC Energy Efficiency Certificate Insulation . Ceiling/Roof 38.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Fact.or SHGC Window 028 0.50 Door 028 0.50 Heating . Cooling Equipment Efficiency .Other Non-Gas-Fired Boiler Water Heater. Name: Date: Comments: 1 ��► Town of Barnstable Regulatory Services WtN"AISM _ Thomas F.Geiler,Director �F 39. BuDding•Division Tom Perry, Building'Commissioner 200 Main Street, Iiyannis,MA 02601 www.town.barnstable,mR.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A�Builder as Owner of the subject property hereby authorize �T N1 C�>T,k,� to act on my behalf, in all matters relative to work authorized by this building permit application for. 0-S �efu, cc�. (Address of Job) i ,,4- Signature of r Date J� Print Name Q:FORMS:OWNERPERMISSION r�Noy., 1. tl�l1 11:71rrr. Nst�r NO. 11OL r. L NSTMone MSTAR way EL ECTR/C weshvwd.Massachusetts OZO90 "S November 7, 2013 Chrissoula K Hagigeorges 1 Stauffer Circle Andover, MA 01816 RE: 230 West Wind Cir, Osterville Dear Chrissoula: At NSTAR, we're committed to delivering great service. This letter serves as confirmation that, as of October 30,2013, the electric service to 230 West Wind Circle, Osterville, has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions, please contact me at 1-888-633-3797. Sincerely, Eileen Gurska New Customer Connects a -z' 80s:60 st.so 080 nationalgrid Novernber26.20 3 Attn: dirissoula Hagigeorgcs Re. 230 West Wind Circle,Ostervilie.MA This inttor is to notify you that the gas sery ce to 230 W rA'Wind Circle,Osle ille- NIA. �-a_s been cut and carte on 11f25i2CI3. Rpards, t Dianc Camara US National Grid Cas Custcme'Fulfillment L d e6Z:60£L CO oad r CENTERVILLE-OSTERI.'iLLE-MARSTONS MILLS WATER DEPARTMENT PO Box 369—1138 MAIN SrREE'r I OSTERVILLE,MA 02655 W WVV.COrd%PA-ATF,R.COM OFFICE OF BOARD OF WATER COMMISS ONERS WATERSU UNFUENDBNT Tel 509-429-6691 �■�\ Fx 508-428-3509 u 7VATER Via fax & email October 30, 2013 Town of Barnstable Building Department 367 Main Street Hyannis, Ma 02601 Re: 230 West Wind Cr.-Osterville Dear Mr. Perry: Please find this letter as notice of disconnection of the water service to the above residence. The owner plans to rebuild and service will be restored at the appropriate. time. Should you have any questions please call. Sincerely, Craig A. Crocker Superintendent Cc: email: ckhagiggeorges@comcast.net £'d e0£:60£l £0 oaa Bk 21773 P997 �3792 02--12-2007 a 03= 10P Page 1 of 4 CONFIRMATORY QUITCLAIM DEED We,PETER KOUVARIS and DINA KOUVARIS,husband and wife,as tenants by the entirety (the"Grantors")for consideration of One Dollar($1.00), cgrant to DEMOS KOUVARIS,noiAr of 4 Heritage Way,North Reading,MA 01864,CHRIS SOULA K. HAGIGEORGES,now of 1 Stouffer Circle,Andover,MA 01810,and LOUIS KOUVARIS,now of 9 Greenbriar Lane,Wilton,CT 06897,as tenants-in-common, owith qurtekim covenants v a certain parcel of land situated in Barnstable(Osterville),Barnstable County,Massachusetts, 3 together with any buildings thereon,bounded and described as.follows: 3 NORTHWESTERLY by West Wind Circle as shown on iereinafter mentioned plan, 0 one hundred(100)feet; NORTHEASTBRLY by Lot 52, as shown on said plan,one hundred fifty(150)feet; b SOUTHEASTERLY by Osterville Woods Limited Land as shown on said plan, one hundred(100)feet; and SOUTHWESTERLY by Lot 54 as shown on said plan,one hundred fifty(150)feet.* Containing an area of 15,000 square feet,and being shown as LOT 53 on plan of land entitled "Subdivision Plan of Land in Osterville(Barnstable),MA,being a Resubdivision of Lots 12 thru 22 as shown on plan for Dennis Star Constr.Corp.dated Aug.27,1973 by S.R.Sweetser,Engr. July 22, 1974 Scale:l"=60' S.R.Sweetser Engineer 97 Sea StrerADennisport,MA.,"which said plan is duly filed in the Barnstable County Registry of Deeds in Plan Book 290,Page 55. Together with a right of way over the streets and ways as shown on said plan for all.purposes for which ways are commonly used in the Town of Barnstable. From ne Once OfAnd Return To: Sccgel,Upshutz&WilchftL%P.C. 20 William Street,Suite 130 - Wellesley,MA 02481 Tel.(781)237-4400 t d dtbZ:tiO£6 t,0 oaa Bk 21773 Pg 98 #8792 Page 2 of 4 Subject to a right of way over so much of said lot as by implication of law lies within the limits of any way;the right to install and maintain all public utilities in, over, under and upon any private way, and the right to grant easements to public service corporations for the installation and maintenance of such utilities in,over,under and upon any private way. Subject to an casement givenby Cora A.Lewis to the Cape&Vineyard Electric Company et al, dated February 1,1916,dulyrecordedwith said Deeds in Book 362,Page 525,and to easements of record,if any there be,insofar-as the s ame may be in full force and applicable. The above described premises are conveyed subject to'and together with the benefit of the following restrictions: 1. No cattle,horses,fowl or other animals,except the commonhousehold pets,shall be kept upon the granted premises. 2. No trailers,trucks,lettered vebicles or scrap materials shall be placed upon or kept in any lot;but this restriction shall not be oonshued so as to prohibit the placing or keeping of such things indoors in a garage or cellar where they cannot be seen from the outside. 3. No mercantile,mechanical or manufacturing trade or business shall be carried on upon the above described premises, and no hospital or rest home for this care of the sick, feeblo-minded or insane shall be established or maintained thereon,but this restriction shall not prevent the carrying on or practice of a lawyers or doctor's profession upon the premises. 4. No screens,fence hedges,wall or foliage screens ofother means of obstructing the view shall exceed four(4)feet in height above the ground at any distance greater than fifteen (15) feet from any dwelling. 5. As set forth in the deed dated August 26, 1986, recorded with the Barnstable County Registry of Deeds in Book 6576,Page 176,Theo Construction Company,Inc.reserves the right to modify or amend the above restrictions in any manner it may determine shall be ofbenefit to the remaining lots as shown on said plan. And, reserving to the Grantors, and to the surviving Grantor after the death of one of the Grantors,the power to appoint,in whole or in part,the property conveyed hereunder to or for the benefit of any one or more of the Grantees(excepting,however,the Grantors and their respective creditors, estate, and creditors of the estates of either of the Grantors) in such proportions, outright or upon such trusts,terms and conditions as the Grantors may specify,or the surviving _ Grantor may specify, by a last will and testament(including in any codicil thereto), that shall have been allowed by a court of competent jurisdiction,which exercise of the herein power sball make specific reference to the power reserved in this Deed. Any exercise of the power reserved Z•d dtZ:t O C L t0 ono Bk 21773 Pq 99 #8792 Page 3 of 4 hereunder,in whole or in part,shall be effective when recorded. The failure to record notice of any such exercise of this power in the Barnstable County Registry of Deeds within ninety(90) days of the date of a Grantor's death shall be conclusively treated as a default in and lapse of the herein power, whether or not such a last will and testament shall have been so allowed. Any other release of the power reserved hereunder, in whole or impart, shall be effective when recorded. Any exercise or release of the foregoing power may be made by the Grantors and/or their respective atiorney4n-fact acting under a durable power of attorney. For Grantors' title, see deed dated August 26, 1986, recorded with the Barnstable County Registry of Deeds in Book 6576,Page 176. See also deed to Theo Construction Company,Inc., dated May 12, 1980, recorded with said Deeds in Book 3194, Page 199, and Confirmation Decree recorded with said Deeds in Book 3203,Page 37. This ConfirmatoryDeed is given to roplace the words"Grantors'lineal descendants or such other person"with the word"Grantees"in the third line of the penultimate paragraph on page 2 ofthe original deed dated Tune 13,2003 and recorded in the Barnstable County Registry of Deeds in Book 17133,Page 331. '%TrNESS our hands and seals,as of the day of February,2007. PETER[KOUVARIS 15INA COUVARIS COMMON VEALTH OF MASSACHUSETTS ss. On this.�L day of 2007,before me,the undersigned Notary Public,personally appeare d the above-named P KOUVARIS roved to roe by satisfactory evidence of identification, being (check whichever applies): [] or other state or federal governmental document bearing a photographic image, [] oath or affirmation of a credible witness known to me who knows the above signatory,or[]my own personal knowledge of the identity of the signatory,to be the person whose name is signed above,and acknowledged the foregoing to be signed by him/her,as hglimcsti4and deed,voluntarily for its stated purpose. Z..:� Uf y; ; 6� • `�► 'CRY�� £-d dSZ:t o£6 V0 090 a ' Ek 21773 Pq 100 #8792 Page 4 of 4 ' i COMMO.NVEALTH OF MASSACHUSETTS On this day of AON&007,before me,the undersigned NotaryPablic,personally appeared the above-named DINA KOLNARIS, prayed to me by satisfactory evidence of identification, being (check whichever applies): or other state or federal governmental document bearing a photographic imager p oath or affirmation of a credible wit less known to me who knows the above signatory,or[j my own.personal knowledge of the identity of the signatory,to be the person whose name is signed above,and acknowledged the foregoing to be signed by him//her,as-his/hrdree act and deed,voluntarily for its stated purpose. t U My C Expires' 30242 43.3210.4000 N T BAFit•1STFicl.c Cs�lSPit 4 c►ss�: y,DEEDS i REGISTRY OF DEEDS �a�Y,Arr�sT q �u_ BARNSTABLE JOFBV FJ.�iJfE�t['G 6'cCiIS�� t�'d d9Z:t,0£6 b0 oe4 MARKWOOD WESTWIND GARAGE RIDGE NOTE: 2013.3 Allowable Strew Design maxLOAD TABLE 1 PLY 1.750 X 14.000 LP Val LVL2950Fb-2.OE DESIGN CRITERIA r r 0.9i VSIs 0.78 i 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY RSI r 0.53 THE VERTICALLOADS SHOWN VERIFICATION OF NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE UI OTHER LOAD CASE FOR PATTERN LIVE LOADING ARE OAS REODUIR LOADING,DEFLECTION LIMITATIONS,FRAMING LIVB LOAD 30 PSP METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFTFT END END OF SPAN OR CANTILEVER CANTILEVER DEAD LOAD 15 PSP LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDP TOTAL LOAD . 45 PSP THE RESPONSIBILITY OF THE PROJECTENGINEER PT-IN-SX PT-IN-SX ORARCHITECT UNIFORM ROOF LIVE SIDE 360 PLP 00-00-00 14-00-00 1.00 ROOF LEFT SPAN CARR. r 3.2.00 PT 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM ROOF DEAD BIDE 180 PLP 00-00-00 14-00-00 0.90 ROOF RIGHT SPAN CARR. r 12.00 PT LATERALSTABIUTY. UNIFORM BEAM WEIGHT 7 PLP 00-00-00 14-00-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LYL DEFLECTION CRITERIA r • 4.SHIM ALLSEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFLr L / 360 5.VERIFY DIMENSIONS BEFORE CUTTING LP WL TOTAL LOAD DSPL i L / 240 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES s MAKE PROVISION OR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT 6 7.COMPRESSION EDGE BRACING REQUIRED AT BY AD ESIGN PROFESSIONAL. APA PR-L280 37 O.C.OR LESS. ICC-ES BSR-2403 • MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LADBS RR-25783 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida PLIS228 BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) 12 0 r SUPPORT REACTIONS (LBS)r 14.000 MAXIMUM BEARING NUMBER 1 a T1 1.750 DOW 3829 3829 UPLIFT --- --- CROSS SECTION MIN BEARING SIZES (III-SX) 5- 8 bAXIIdUM DEFLECTIONS CALCULATED ALICKABLB LIVE LOAD 0.34"(L/477) 0.45" •DEAD LOAD 0.27" 44 14- 0- 0 TOTAL LOAD 0.52"(L/314) 0.68" -THIS DRAWING IS NOT TO SCALE- Harding&Emden Mlscellanews Informallon LP LVL,LP LSLand CTR,LPI-JdatSpedgrellans Software Provided By: 12/10/13 IBC 2009 Tbmporary and permanent bracing forhoiding component The use of this componem stall be specified bythe designer of the 'Supports and connedlons for LP LVL,LP LSL,CTR and LPI to be sped0eepplioall LP Engineered Wood Products plumb and forressing lateral forcea stall be designed and complete structure.Obtain all the necessary code compliance approval •Common nails driven parallel to Blue lines shell be spaced a minimum of 4'for 10d 414 UNan Street Sulte20DD installed by others No loadsara ts be applied to the and Instructions Iram Me designers of the complete structure before usingauM 3'for8tl. NBehvtlle,TN 37219 component until afterall the framing and fastening era this component.If the design criteria listed above does not meet local •Do not art,notch,drill or alter LP LVL,LP LSL and CTR,LP Well as except as sicwn completed.At no time stall loads greater than design loads building code requirements,do not use this design.When this drawing In published material from LP anyuw of LP LVL,LSL and CTR,LP IJolss contrary Phom 800.515.7570 be applied to the component. le signed and®sled,the structural design is approved as shown In this to the limits set forth hemon,negates any expre s warranty of the product and LP Fax 868.753.43B9 DesignCriteria drawing based on data provided by the customer.LP LVL,LP LSL and disclaims all implied warranties including the implied wanan ies of merchantability CTR,LP Ijolstsam made without camber and will deflect under load. and fitness fore particular use. The dedgn and material specified ere In substantial Wood in direct tamed with concrete must be protected all required by DWG # conformity with the latest mvisionsol NOB'Dead load code.Continuous lateral support Is assumed(wall,floorbeam,eta)LP deflection includes adjustment factorfor creep.Total load does not provide on9te Inspection.This drawing must have an •ACOPY OF THIS DRAWING IS LOBE GIVEN TOTHE MS'MLLPIG CONTRACTOR SHEET # deflection is Instantaneous Arct Imcl%or Engineer's seal aflxed to be considered an Engineering doamusm. LP lea registered trademarkof LoWsla Padfle Corporation. File:H:1LPIBeamCalcs1MARKWOOD WESTWINDIWOODE.SPX i , MARKWOOD WESTWIND MAIN RIDGE 2013.3 Allmrable Straw Design Mal r 0.65 NOTE: LOAD TABLE 3 PLIES 1.750 X 23.875 LP LVL2950Fb-2.OE DESIGN CRITERIA r Val r o.41 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASE DESIGN CONSISTS OF 3 - PLIES FASTENED Ralf 0.46 THE VERTICALLOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER LIVE LOAD . 30 PSP, METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD . 15 PST LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDP TOTAL LOAD . 45 PSP THE RESPONSIBILITY OF THE PROJECT ENGINEER PT-IN-SX PT-IN-SX ORARCHITECT UNIFORM ROOF LIVE BIDE 420 PLP OD-OD-00 30-DO-00 1.00 ROOF LEFT SPAN CARR. r 13.50 FT 2.PROVIDERESTRAINTAT SUPPORTS TO ENSURE UNIFORM ROOF DEAD BIDE 210 PLP OD-00-00 30-00-00 0.90 ROOF RIGHT SPAN CARR. r 14.50 PT LATERALSTABIUTY. UNIFORM BEAM WEIGHT 36 PLP 00-00-00 30-00-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL. DEFLECTION CRITERIA = 4.SHIM ALLBEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEPLr L / 360 S.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DBPLr L / 24D TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. S.THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES r MAKE PROVISION FOR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT # 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. "A PR-L280 4U'O.C.OR LESS. I ICC-28 EBR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LADBS RR-25783 ATTACH TWO PLIES WITH 4 ROWS OF 16d BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R (3-1/2')NAILS AT 10'OC.FROM ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida PLI5228 ONE FACE ONLY.STAGGER ROWS.FLIP BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. BEAM AND ATTACH THE THIRD PLY WITH-4 ROWS OF 16d(3-1/2")NAILS AT 1 V OC.TO ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. THE UN-NAILED SIDE OF THE FIRST TWO PLIES.STAGGER ROWS.NAILS MAY BE THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA;CALCULATED COMMON OR BOX NAILS WITH A MINIMUM DEFLECTION EXCEEDS 3/4"AND SHOULD BE REVIEWED BY PROJECT DESIGNER SHANK DIAMETER OF0.131".18dSINKERS FORADEQUACY. LP LVL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE,IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY TH PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND AESTHETICS.(POSITIVE DRAINAGE IS ESSENTIAL) j THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) 12 0 r SUPPORT REACTIONS (L88): 23.875 MAXIMUM BEARING NUMBER 1 2 I 1.7so DOU7 9988 9988 3.500 UPLIFT --- --- 5.250 - CROSS SECTION MW BEARING SIZES (IN-SX) 5- 8 5- 8 MAXIMUM DEPLECTZONB CALCULATED ALLOW LIVE LOAD 0.60e(L/Safi) 0.98 DEAD LOAD D.53^ 30- 0- 0 TOTAL LOAD 0.96e L 370 1.48 •"•THIS DRAWING IS NOT To SCALE•'" Hendlrlg 8 Emdcn Mlecellarimm Wormallon LP LVL LP LSL and CTR,LP I-Jdst Spedflcadons Sdtwere Provided By: 12JI0113 IBC 2009 Temporary and permanent bracing for holding component The use of this component shall be spedfled by the designer of the •Supports and connections for LP LVL,LP LSL,CTR and LPI to be specific application LP Engineered Wood Products plumb end forredding lateral lorcaa shell be designed and complete structure.Obtain all the necaasary code compliance approval •Common nails driven parallel to glue lines shell be spaced a minimum of 4•for 10d 414 Union SVeel SUta20U0 _ installed by others.No loads ere m be applied to the and Irhstnrdionsfrom the designers of the complete awdare before using and 3'for8d.component until eRerall the fmming and fastening ere this component.if the design oltede listed above does not meet local 'Do not at,notch,drill or alter LP LVL,LP LSL and CTR,LP Wolss except as s o— Nash Naehvllte,TN 9 80D515 3721 21 completed.At no time shall loads greater than design loads building code requlremems,do not use this design.When this drawing In published material from LP anyuse of LP LVL,LSL and CTR,LP IJoisteconuary be applied to the component. Is signed and sealed,the structural design Is approved as shovm In this to the limits cot forth hemon,negates any expresswermnty of the product and LP Fax 865.753.4369 Deal Criteria droving based on date provided by the customer.LP LVL,LP LSL and disclaims all implied warranties Including the implied warrondes of merchantability ' 9h CTR,LP I•)oism era made without camber and vAll deflect under load. and fluhess for a particular use. The design and material specified are In substantial Wood In direct mntad with concrete mum be protected as required by DWG # conformity with the latest mvisonsof NDS.•Dead load code.Continuousiaterol support is assumed(well,floorbeam,em)LP deflection Includes ad)usonent fectorfor Deep.Tbtal load does not provide on-ste Inspection.Thie drawing must have an •ACOPY OF THIS DRAWING IS LOBE GIVEN TOTHE tNSWLLNG CONTACTOR SHEET # deflection Is Instantaneous. Architect's or Enginsefe seal ofixed to be considered an Engineering document. LP Is a registered Mdemark of LoulsianaFaclAc Corporellon. File:H:LLP18eamCelcsIMARKWOOD WESTWINDIWOODE.SPX MARKWOOD WESTWIND MASTER BEDROOM RIDGE 2013.3 Allowable Stress Design MBI: 0.84 NOTE: LOAD TABLE 2 PLIES 1.750 X 14.000 LP LVL2950Fb-2.0E DESIGN CRITERIA r Val 0.55 • 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE Ul.OTHER LOAD CASE DESIGN CONSISTS OF 2 - PLIES FASTENED RSI i 0.37 THE VERTICALLOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER LIVE LOAD . 30 Pap METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD . 15 PBP LATERALBRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE SOP/BIDE LOAD FROM TO LOAD LDP TOTAL LGAD . 45 PSP THE RESPONSIBILITY OF THE PROJECT ENGINEER PT-IN-SX PT-III-SX ORARCHITECT. ON%PORN ROOF LIVE SIDE 390 PLP 00-00-00 18-00-00 1.00 ROOF LEFT SPAN CARR. t 13.00 FT 2.PROVIDE REST RAIN AT SUPPORTS TO ENSURE UNI PORN ROOF DEAD SIDE 195 PLF 00-00-00 18-00-00 D.90 ROOF RIGHT SPAN CARR. r 13.00 FT LATERALSTABIUTY. UNIFORM BEAN WEIGHT 14 PLF 00-00-OD 18-00-00 D.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL DEFLECTION CRITERIA i 4.SHIM ALLSEARINGS FOR FULL CONTACT. WARNING NOTES: LIVE LOAD DEFLr L / 360 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DEFLt L / 240 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 9.THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES i MAKE PROVISION FOR AD_EQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT d 7.COMPRESSION EDGE BRACING REQUIRED AT BY A DESIGN PROFESSIONAL. APA PR-L280 47O.C.ORLESSI ICC-BS ESR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LADES RA-25783 ATTACH THE TWO PLIES WITH 3 ROWS OF 1Sd BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R (3-12•)NAILS AT 12.00.STAGGER ROWS. ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida PL15228 NAILS CAN BE DRIVEN FROM ONE FACE OR HALF BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. OF 0.131•. 16d SINKERS(3.1/4")MAYBE USED,BUT HALF MUST BE DRIVEN FROM THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA;CALCULATED EACH FACE. DEFLECTION EXCEEDS 3/4•AND SHOULD BE REVIEWED BY PROJECT DESIGNER FOR ADEQUACY. LP LVL ROOF BEAMS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE,IN ADDITION TO COMPLYING WITH THE DEFLECTION LIMITS OF LOCAL BUILDING CODES,OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY TH PROJECT ENGINEER OR ARCHITECT SUCH AS PONDING,CRACKING AND AESTHETICS.(POSITIVE DRAINAGE IS ESSENTIAL) THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 Las CONCENTRATED ' LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) 12 0 I 14.000 SUPPORT REACTIONS (LBS)r MAXIMUM BEARING NUMBER 1 2 1.750 DOIW 5391 5391 3500 UPLIFT --- - CROSS SECTION MIN BEARING SIZES (III-SX) 5- 8 5- 8 MXICIMUM DEPnO.88 CALCULATED LIVE LOAD 0.52^(L/40DEAD LOAD 0.42^ Is- 0- 0 TOTAL LOAD 0.80^ L 26 ^•THIS DRAWING IS NOT TO SCALE"' Hsndlrg8Braden MiscellaneousIrtixmetion LP LVL,LPLSLend CTR,LPI-JdstSpadflceHale Software Provided By: 12J10113 IBC 2009 Tbmporory and perman"m Gedngforholdingmmponent The use olthiecomponem shall be specified bythe designerolthe •Supports and connectlonsforLP LVL,LP LSL,CTR end LPl to be spedficapplitaflons LP Engineered Wood Products plumb end forresisiing lateral forme shall be designed and complete structure.Obtain all the necessary code compliance approval 'Common nails ddvan parallel to glue lines shall be spaced a minimum of V for 10d 414 Urdcn Street,Suite 20M Installed byothers.No loads ere to be applied te the and Inmrualors from the designers of the complete structure before using end 3•ter8d. Nashville,TN 37219 component until afler all the framing and fastening am this component.D the design Rlteda limed above does not meet loml •Do Trot at,nmdh,ddll or dle,LP LVL,LP LSL end CTR,LP Wolms except ae mhown Ph" 515.7570 _ completed.At no time shell loads greeter than design loads building code requirement%do not use this design.When this drawing in published meted al from LP anym of LP LVL,LSL and CTR,LP I Male contrary be applied to the componam. Is signed and waled,the structural design Is approved as Mom In this to the limits set forth hemon,negates any express warranty of the product and LP Felt 866.753.4369 DesighCdterla drawing bawd on data provided by the customer.LP LVL,LP LSL and disclaims all Implied"nestles including the Implied"mantes of merchantability CTR,LP Hoists ere made without camber and will defied under load. and illness for a particular use. The design and materiel specified ere In substantial Wood in dlrsct ranted with mncate mum be protsend as required by DWG # conformity with the latest revisione of NDS.'Deed load code.Continuous lateral support Is asaumed(wail,floorbeem,etc.}LP - degedlonIncludesadjustmentsdorfor seep.Tbtalloed doesnot provide on-dtelnspectim.This draMng must have an •ACOPYOF THIS DRAWINGISTORE GIVEN TOTHEINSIALUNGCONTRACTOR SHEET # deflection Is Instantaneous. Arddtect a or Engineer's seal aflxed to ba mnddemd on Engineering document. LPlsamglmemdtmdemwkof Loud -Pedflo Corpomton. File:H:1LP1Beam CalcsWARKWOOD WESTWIND\WOODE.SPX � it MARKWOOD WESTWIND 2ND FLOOR BEAM 2013.3 Allowable Stress Design MSIs 0.65 NOTE: LOAD TABLE F3 PLIES 1.750 X 14.000 LPLVL2950Fb-2.OE DESIGN CRITERIA t V8It 0.39 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY LOADS SHOWN ARE FOR INPUT LOAD CASE(1.OTHER LOAD CASE DESIGN CONSISTS OF 3 - PLIES FASTENED RSI s 0.26 NOTE: THE VERTICALLOADS SHOWN VERIFICATION OF TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ LIVE LOAD 30 PEP METHODS,WIND AND SEISMIC BRACING,AND OTHER (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER DEAD LOAD . 10 PS? LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDP TOTAL LOAD . 40 PEP THE RESPONSIBILITY OF THE PROJECT ENGINEER PT-IN-SX PT-IN-SX ORARCHITECT UNIFORM FLOOR LIVE BIDE 405 PLP 00-DO-00 20-00-00 1.00 2.PROVIDERESTRAINTAT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD BIDE 135 PLP 00-00-DO 20-00-00 0.90 PLR LEFT SPAN CARR. t 13.00 PT LATERALSTABIUTY. UNIFORM SEAM WEIGHT 21 PLP DO-00-OD 20-00-00 0.90 FLR RIORT SPAN CARR. t 14.00 PT 3.DO NOT CUT,NOTCH OR DRILL LP LVL 4.SHIMALLSEARINGS FOR FULL CONTACT. WARNING NOTES: - DEFLECTION CRITERIA t _ 5.VERIFY DIMENSIONS BEFORE CUTTING LPLVL LIVE LOAD DEPLt L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEFL s L / 240 _ S.THIS LP LVL IS TO BE USED ASA FLOOR BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP WOISTS IS FLOOR LIVE LOAD LESS THAN 40 PSF SUITABLE STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES t FOR SECOND FLOOR SLEEPING ROOMS ONLY. BY A DESIGN PROFESSIONAL. - REPORT N 7.COMPRESSION EDGE BRACING REQUIRED AT APA PR-L280 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-E8 FOR-2403 BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LADES RR-25783 ATTACH TWO PLIES WITH 3 ROWS OF 16d ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R (3.1/2")NAILS AT 8°OC.FROM BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. Florida PLIS228 ONE FACE ONLY.STAGGER ROWS.FLIP BEAM AND ATTACH THE THIRD PLY W ITH 3 ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. ROWS OF 16d(3-1/2")NAILS AT 8°OC.TO THE UN-NAILED SIDE OF THE FIRST TWO THIS COMPONENT MEETS CODE ALLOWED DEFLECTION CRITERIA;CALCULATED PLIES. STAGGER ROWS.NAILS MAY BE DEFLECTION EXCEEDS 3r4°AND SHOULD BE REVIEWED BY PROJECT DESIGNER COMMON OR BOX NAILS WITH A MINIMUM FOR ADEQUACY. SHANK DIAMETER OF 0.131".1 Bd SINKE— MAY BE USED. LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE IN ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF LP240.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. 14.000 SUPPORT REACTIONS (LB8)t MAXIMUM SEAR ING NUMBER 1 2 1.750 29 DO➢0i 5610 5610 3.500 UPLIFT --- --- 15,250 CROSS SECTION MIN BEARING SIZES UN-SX) 5- a 5- 8 MAXIMUM DEFLECTIONS CALCULATED ALLA9 . LIVE LOAD 0.55"(L/423) 0.65 -DEAD LARD 0.32" 20- 0- 0 TOTAL IAAD 0.77" L 3D6 0.9E -THIS DRAWING 15 NOT TO SCALE- Herding&Erecdcn Mecellaecue lrtrorrindon LP LVL LP LSLad CTR,LP Wdst Spedfltaticrts Software Provided By: 12/10/13 IBC 2009 Temporary and permanent bracing for holding component The use of iNs component dull be specified by the designer of the *Supports end connections for LP LVL,LP LSL,CTR and LPIto be spedficepptlastion LP Engfneered Wood Products plumb and formsisting lateral forms shell be designed and complete sructum.Obtain all the necessary code compliance approval 'Common nails driven parallel to glue lima shall be rpamd a minimum of 41for 10d 414 Unlcn Street Sulte2000 Installed by others.No loads are to be applied to the and Instructions form the designers of the complete structure before using and 3'for8d. Nashville,TN 37219 component until after all the framing and fastening am this componem.If the design criteria listed above does not meet least •Do net on,notch,drill orefterLP LVL,LP LSL and CTR,LP Waists exmpt as drown 800.515.7570 completed.At no time shall loads greater than design loads building code requirements,do not use use this design.When this drawing In published material from LP any u of LP LVL,LSL and CTR,LP IJolsts contrary be applied to the component. Is signed and mated,the struduml design is epproved as shown In this to the limits cot forth hemon,negates any exprammmmty of the product and LP Fax 866.753.4369 Design Crrtala dmwing,based on data provided by the customer.LP LVL,LP LSL and dlsdalmsall Implied wermntteslnduding the implied mrrentlesof merchantability CTR,LPIjolstsom made without camber and will deflect under load. and 0tne®fora particrderuse. The design and matedel specified are In substantial Wood in dtmd mMad whh concrete must be protected as required by DWG # confoanlrywhh the latest mvisionsef NDS.'Dead load code.Continuouslateml support is assumed(wall,floor beam,etc. LP deflection lndudesadlustrnent factorforcreep.Total load does not provide on-site Inspection.This drawing mud have an 'ACOPY OF THIS DRAWING IS TORE GIVEN TOTHE MST411ING CONTRACTOR SHEET # deflection Is Instantaneous. Architect's or Engineers seal e0xed to be considered an Engineering document. LP Is a registered trademark of LoulslanaFadflc Corporation. File:H:1LMBeam Celcs\MARKWOOD WESTWIND\WOODE.SPX MARKWOOD WESTWIND FIRST FLOOR BEAM > 2013.3 Allowable Stress Design LOAD TABLE MBIt N NOTE 3 PLIES 1.750 X 14.000 LP LVL2950Fb 2.OE DESIGN CRITERIA = veI: 0.45 1.THIS COMPONENT IS DESIGNED TO SUPPORT ONLY DESIGN CONSISTS OF 3 - PLIES FASTENED RSI i 0.47 NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1).OTHER LOAD CASE THE VERTICALLOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ TOGETHER (REFER TO NOTES). LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER LIVE LOAD . 40 P8P r METHODS,WIND AND SEISMIC BRACING,AND OTHER DEAD LOAD 10 PSP LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/SIDE LOAD FROM TO LOAD LDF TOTAL LOAD . 50 PSP THE RESPONSIBILITY OF THE PROJECTENGINEER FT-IN-SX FT-IN-SX ORARCHITECT. UNIFORM FLOOR LIVE SIDE 560 PLF 00-00-00 18-00-00 1.00 2.PROVIDE RESTRAINT AT SUPPORTS TO ENSURE UNIFORM FLOOR DEAD SIDE 140 PLP 00-00-00 18-00-00 0.90 PLR LEFT SPAN CARR. t 13.50 PT LATERALSTABIUTY. UNIFORM BEAM WEIGHT 21 PLP 00-00-00 18-00-00 0.90 PLR RIGHT SPAN CARR. t 14.50 Pr 3.DO NOT CUT,NOTCH OR DRILL LP LVL. 4.SHIMALLBEARINGS FOR FULL CONTACT. WARNING NOTES: DEFLECTION CRITERIA r 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL LIVE LOAD DEFLr L / 360 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. TOTAL LOAD DEPL r L / 240 6.THIS LP LVL IS TO BE USED ASA FLOOR BFJ1 O LY USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP 14015TS 18 T CO ED AT COMPRESSION EDGE BRACING REQUIR STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW CODE COMPLIANCES s Sir O.C.OR LESS. BY A DESIGN PROFESSIONAL. REPORT t) APA PR-L280 ATTACH TWO PLIES WITH 3 ROWS OF 16d MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL ICC-ES BSR-2403 (3-12')NAILS AT B'OC.FROM BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, LOADS RR-25783 ONE FACE ONLY.STAGGER ROWS.FLIP ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS CCMC 11518-R BEAM AND ATTACH THE THIRD PLY WITH 3 BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. Florida PLIS228 ROWS OF 16d(3-12")NAILS AT 6'OC.TO THE UN-NAILED SIDE OF THE FIRST TWO ANCHOR LP LVL FLOOR BEAM SECURELY TO BEARINGS OR HANGERS. PLIES.STAGGER ROWS.NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM LP COMPONENTS ARE MANUFACTURED WITHOUT CAMBER,THEREFORE IN _ SHANK DIAMETER OF 0.131".16d SINKERS ADDITION TO COMPLYING WITH BUILDING CODE DEFLECTION LIMITS 3-/' AY E USED, OTHER DEFLECTION CONSIDERATIONS SHOULD BE EVALUATED BY PROJECT DESIGNER,SUCH AS VIBRATION,BOUNCE,AND AESTHETICS. THIS FLOOR FRAMING COMPONENT HAS BEEN DESIGNED WITH AN INPUT TOTAL LOAD DEFLECTION LIMIT OF 1_/240.(PROVIDED BY THE LP CUSTOMER). THIS COMPONENT CANNOT BE USED TO SUPPORT CERAMIC TILE FLOORS. i 14.000 SUPPORT REACTIONS (LBS)i MAXIMUM BEARING NUMBER 1 2 1.750 DOWN 6489 6489 3.500 UPLIFT --- --- 5.250 - CROSS SECTION MIN BEARING SIZES (IN-SX) 3- 8 3- 8 MAXIMUM DEPLECTICNS , CALCULATED ALL40WABLE LIVE LOAD 0.52"(L/412) 0.59 DEAD LOAD 0.22" Is- 0- 0 TOTAL LOAD 0.66" L 320 0.89 ^•THIS DRAWING IS NOT TO SCALE^' Harding 8 Erecdon Macellanecus bdon..ion LP LVL LP LSL end CTR,LP I-Jdst Spedficdans Software Provided By: Temporary and permanent bracing forholding component The use o1 this component Sell be specified by the designer of the 'Supports and connection specific LP Engineered Wood Products s for LP LVL,LP LSL,CTR end Let to be 12/10/13 IBC 2009 Te plumb and forresisiing lateral forces shall be designed and complete amount.Obtain all the necessary code compliance approval 'Common nails driven parallel to glue lines shall be spaced a minimum of 4'for 10d 414 Union Strad,StIta2000 Installed by others.No loads are to be applied to the and Instructions from the designers of the complete structure before using and 3'for 8d. Neshvllle,TN 37219 component until after all the framing and fastening are this component.if the design criteria listed above does not meet local 'Oo Trot cut,notch,drill cr alter LP LVL,LP LSL and CTR,LP IJolde except es drown B00515.7570 completed.At no time shall loads greater then design loads building code requirements,do not use this design.When this drawing in published material from LP any um of LP LVL,LSL and CTR,LP IJolde contrary be applied to the component. is signed and sealed,the structural design le approved as shown In this to the limits eat forth hemon,negates any expmm warranty of the product and LP Fax 866.753.4369 Deal Crttela drawing based on dam provided bythe customer.LP LVL,LP LSL and disclaims all Implied warranties Including the Implied mmandesof merchantability 41 CTR,LP ljolele are made vAthout comberend alit defied under load. and fitness for a panlMaruse. The design and material specified am in substantial Wood In direct contact with concrete must be protected as required by DWG # - " oonformity Wth theectionncludes lama rovisionsofor mapead load does not provide on<tei inspection.This drawingort Is assumed s,floorbeam,mud have an slot,LP 'A COPY OF THIS DRAWING IS TORE GIVEN TOTHE WSVtLLING CONTRACTOR deflection Includes mctorfor seep.lbml load P SHEET # deflection is insiameneous. m document. or Engineer's seal efixed to be considered an Engineering documentfit. LP Is a roglsietatl trademark of LoulsienaPadft c Corporation. File:C11rogram Files\LP\Wood-E Deslgn\2013.3\WOODE.SPX MARKWOOD WESTWIND GARAGE HEADER • 2013.3 Allowable Seem Design MSIr 0.30 NOTE: LOAD TABLE 2 PLIES 1.750 X 9.500 LP LVL2950Fb-2.OE DE82@I CRITERIA r Val, 0.35 1.THIS COMPONENT is DESIGNED TO SUPPORT ONLY NOTE: LOADS SHOWN ARE FOR INPUT LOAD CASE(1�. OTHER LOAD CASE DESIGN CONSISTS OF 2 - PLIES FASTENED RSI s 0.63 THE VERTICALLOADS SHOWN VERIFICATION OF FOR PATTERN LIVE LOADING ARE CHECKED AS REQUIRE[ TOGETHER (REFER TO NOTES). AD 30 POP LOADING,DEFLECTION LIMITATIONS,FRAMING (DIMENSIONS MEASURED FROM LEFT END OF SPAN OR CANTILEVER EGAD LOpp . 15 PSP METHODS,WIND AND SEISMIC BRACING,AND OTHER LATERAL BRACING THAT IS ALWAYS REQUIRED IS DISTRIBUTION SOURCE TYPE TOP/BIDE LOAD FROM TO LOAD LDP TOTAL LOAD . 45 P8P THE RESPONSIBILITY OF THE PROJECT ENGINEER PT-IN-SX PT-IN-SR ORARCHITECT. UNIFORM ROOF LIVE TOP 360 PLP 00-00-00 14-00-00 1.00 ROOF LEFT SPAN CARR. r 24.00 PT 2.PROVIDE RESTRAINTAT SUPPORTS TO ENSURE UNIFORM ROOF DEAD TOP 180 PLP 00-00-00 14-00-00 0.90 ROOF RIOT SPAN CARR. r 0.00 PT LASERALSTABIUTY. UNIFORM BEAM WEIGHT 10 PLP 00-00-00 14-00-00 0.90 3.DO NOT CUT,NOTCH OR DRILL LP LVL DEFLECTION CRITERIA r 4.SHIM ALLBEARI NGS FOR FULL CONTACT WARNING NOTES: LIVE LOAD DBPLs L / 240 5.VERIFY DIMENSIONS BEFORE CUTTING LP LVL TOTAL LOAD DEFLr L / 180 TO SIZE. THIS COMPONENT DESIGN IS SPECIFICALLY FOR L-P ENGINEERED WOOD PRODUCTS. 6.THIS LP LVL IS TO BE USED ASA ROOF BEAM ONLY. USE OF THIS DESIGN FOR ANYTHING OTHER THAN LP LVL OR LP LSL OR LP IJOISTS IS CODE COMPLIANCES r MAKE PROVISION OR ADEQUATE DRAINAGE. STRICTLY PROHIBITED.ANY MODIFICATION OF THIS DOCUMENT REQUIRES REVIEW REPORT O 7.COMPRESSION EDGE BRACING REQUIRED AS BY A DESIGN PROFESSIONAL. APA PR-1,280 EACH END OF COMPONENT. ICC-ES EBR-2403 MINIMUM BEARING SIZES ARE SUFFICIENT TO PREVENT CRUSHING OF THE LP LVL LOADS RR-25783 DESIGN ASSUMES COMPONENTS CARRIED ARE BEAM AS DESIGNED.IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER, CCMC 11518-R APPLIED TO TOP EDGE OF LP LVL,SUCH THAT ARCHITECT OR DESIGNER TO VERIFY THAT THE SUPPORT STRUCTURE FOR THIS Florida PL15228 LOAD IS DISTRIBUTED EQUALLY TO EACH PLY. BEAM IS CAPABLE OF SUPPORTING THE REACTIONS. ATTACH THE TWO PLIES WITH 2 ROWS OF 18d (3-112')NAILS AT 12-OC.STAGGER ROWS. PROVIDE ANCHORAGE FOR UPLIFT AT SUPPORTS.ANCHORAGE DETAIL TO BE NAILS CAN BE DRIVEN FROM ONE FACE OR HALF PROVIDED BY PROJECT DESIGNER. FROM EACH FACE. NAILS MAY BE COMMON OR BOX NAILS WITH A MINIMUM SHANK DIAMETER ANCHOR LP LVL ROOF BEAM SECURELY TO BEARINGS OR HANGERS. OF 0.131". 16d SINKERS(3-114')MAY BE USED,BUT HALF MUST BE DRIVEN FROM THIS LVL BEAM HAS BEEN DESIGNED TO SUPPORT A 300 LBS CONCENTRATED EACH C LOAD ACTING OVER 2.5 X 2.5 FT(6.25 SO FT) 12 I 0 r 9.500 SUPPORT REACTIONS (LBS)r MAXIMUM BEAR ING NUMBER 1 2 3 4 1.750 DOWN 400 4505 5744 0 3.500 UPLIFT 802 --- --- 2493 CROSS SECTION MIN BEARING SIZES (IN-SX) - 8 3- 8 3- 8 - 8 MAXIMUM DEFLECTIONS CALCULATED ALLDWABLE LIVE LOAD 0.04"(1/2847) 0.47- 3- D- 0 1, 9- 6- 0 1- 6- -DEAD LOAD 0.03- 14- 0- 0 TOTAL LOAD 0.06-(L/1888) 0.63" —THISDRAWINGISNOTTOSCALE— Handing 8 Erectrin Miscellaneous Intimation LP LVL,LP LSL and CTR,LPI-Jdst Spedflcaticns Software Provided By: 12/10113 ISC 2009 Temportry and permanent bracing for holding component The use of this component shall be spedfled by the dedgrrer of the 'Supports and connections for LP LVL,LP LSL,CTR and LP l to be spectra application LP Engineered Wood Products plumb and formssing lateral forms shall be designed and complete amours.Obtain all the necessary code compliance approval 'Common nails driven parallel to glue lines shall be spaced a minimum of 41for 10d 414 Union SVeet,Sllte2000 Installed byothers.No loads are to be applied to the and Instructlonsfrom the designers of the complete structure before using and 3•for8d. Nashville,TN 37219 component until after all the framing and fastening are this component.If the design criteria listed above does not meet local 'Do not aL notch,drill m alter LP LVL,LP LSL and CTR,LP WOIss exmpt es shown »800515.757D _ completed.At no time shall loads greater then design loads building code requirements,do not um this design.When this drawing In published material from LP any use of LP LVL,LSL and CTR,LP Woke contrary be applied to the component. is signed and sealed,the structural dadgn Is approved as shown in We to the limits set forth hemon,negates any expresswarmnty of the product and LP Fax 888.753.4369 drawing based an dais provided by the customer.LP LVL,LP LSL end dlsdelms all implied vmnenties including the Implied werrandesof merc hentabllity Design Criteria ICTR,LP Noise are made without camber and will deflect under load. and fitness fore partloulerum. The design and material specified are In substantial Wood In alma ranted with concrete mull be protected as required by DWG # conformity with the latest mvlsons of NOS'Dead load mde.Cordnuouslatmimppodlsessumed(wall,Iloorbesm,eto.)LP deflection includes adjustment factor for reap.teal load does not provide on-dto lnspeWon.This drawing must have an •A COPY OF THIS DRAWING IS TUBE GIVEN TOTHE INS7k LING CONTRACTOR SHEET # deflection le instantaneous. Amsted's or Engimefe seal eflxed to be mnsdemd on Englneering document. LP is a registered tmdemark of Louisiana?adflo Corporation. File:HALP1Beam Calcs1MARKWOOD WESTWIND%WOODE.SPX i CF,N-TER),zg,Lr-O T.F,RVt!L L'E-,MARSTo�:s INIMLs WATER DEPARTMENT PC) B3rA-369.-ABS MAINSTREE T tDsT Fxti ei:t.:e.,.M A.OZ655 OFFICF,OF B(Ii b.Qr i�:a1'i K'Cf3�t i1551t) f R T, W_1�t'ER SE;PERi\,E.'�Df:V`.i Tel 508-42&669 B: � mean F\ 508'428-3508 wArER 1 CFEP7. aic. Via fax& emai:f October 30, 20'13 Town of Barnstable Building: Department. 367 Ml J-n Street Hyannis; Ma_ 02601 Re: 230 West Wind C:r:-Osterviiie: Dear Mr.. Perry: P ease:find this letter as notice of disconnectioh.of the water service:to the above residence. The.owner plans to rebuild and service will be restored at the:a:ppropriate time.. Should you have any questions please calf.. 5 ncerety, Cr:aig.A. -Croc3cer, Superintendent. AJOI j�I Cc` email, ckhagiggeorges@comcast.riet i Nd I - AON [Ifll 919V1SAINY9 dO Nal MASSACHUSETTS PROPERTY INSURANCE UNDERWRITING ASSOCIATION Two Center Plaza Boston,Massachusetts 02108-1904 (617)723-3800 Ma Only(800)392-6108, FAX(8001851-8424 4/17/2013 Form of Notice of Casualty Loss to Building Under Mass.Gen. Laws,Ch.139,Sec.36 BARNSTABLE BUILDING COMMISSIONER 367 MAIN STREET 367 MAIN STREET HYANNIS MA 02601 Re: Insured: DEMOS KOUVARIS LOUIS KOUVARIS AND Property Address: 230 WEST WIND CIRCLE,OSTERVILLE,MA 02655 Policy Number: 1123202 Type Loss: Fire(including Fire caused by Lightning Date of Loss: 04/13/2013 Claim Number: 313532 e Claim has been made involving loss,damage or destruction of the above captioned propert,which may either exceed$1000.00 or cause Massachusetts General Laws,Chapter 143,section 6 to be applicable. If any notice under Massachusetts General Laws,Chapter 139,Section 3B is appropriate, please direct it to the attention of the writer and include a reference to the captioned insured,location,policy number,date of loss and claim or file number. MPIUA Claims Division N -4 ® Q C> O W CMA00021 Ln OD a'= IV rn b as ^� S71Y � 4S�•. r 6iW'FM1,i� �'o�7• ,,,SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE 0,H SIGNATURES ARE REQUIRED FOR PERMITTING - � CARBON MONOXIDE ALARMS MUST BE INSTl � MASSACHUSETTS ,@ ti • Y F ' y r v _' -� -•/ -� CS 4 t.F� � A h' �( �Fl ! _ 1 � It�}y'1� '. }—r' ' ' 24Mf�{Zl - i t.K y i i f f Y I�¢��}�Y• f f I :'3*•P',}f - I-r °�-i• ccnroe;o�can�rae' _ _ � ,S e- `c y y"r- Nr 16�{ ,rig +# r��.i A If fir iv- - _C,_iT._-t- I*p - _� _ ! - f•"'��'^"�`t¢IDa4r � j�`,`'�,�i(�3',a_ 'f : • Bruce Devlin Uui=p + 774238.0"3 . i a • `ry i 77 i w IM T • 2Axw _ L L B ruc,,- Devlin Designo 774-238.0773 a?� y 41 In - yy tra y'i1 S 7•'`{YYY;,iii A AXI { Y • A f 1 5 aS 4 y St1 k if 1 � k u ,r. ....+.. -�-S-Fc^L+12-F�n' R._fll:itN_ .b'.0,. S.o. ,;c• .¢:o', �•b•� � �•o. .�o. `;o_. —:br ot�t�'�CSc�i�--d�i.L�_'_.. ... � � � •n ,��.}fd`4` _ .({3;C".paC�.ta(Z .. .. .. ,.--•-'.r-- rgayu n+5te; ak!i.x t - 4:rp• �..5:,.• Y_a0" , 40.. ��.9' L.. 6-6.. 11f,?a' 4:9•' � � � � '� '��;'.�•�,,: 0 �7. _..C.LILrl�f.'. 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"' ra s6 SM& '1 oetroC--- :fSFzua '" +cue yul r• -rra�e-cwcq I /4 - Ft geR " jy -sauzs— _.eair-roex-yy= t w a:9I��` fie ]T2+.iZfjlyS __ _- hnn=rs OtUtNG� j � y-� Desi -� �"2�Tc�T,C�-f•��•;�o� � .. ------st�l sib„z—�•a, � � .. ._..__ .. s _.. .. --. I � r: -*,�' ��y1,1 s _ �tr 774-238-07 4N_•1'.' sbtCa-raz-jk.s-:W Mc WA -14 _ 4;lie , J J 77 IL - '- n '1 �1' \F la's'•. _ y FR AitV �i�•.I'off__ .,t,.,: 1 Y•iF • 774,2 73 v •, APPLICANT TO COMPLETE 6 SUBMIT WITH PERMIT APPLICATION / Ji'iNd Zone AWC Guide to Wood Construction In High IVurdArew.'110 mph Wind Zone 'uir(c rn JVnnr!C'onrrruuinn i,r Fligh fV;,rr(Aren.C,d t U uyrh IYnrl Zn.e APVC Guirlr rp Wood Cp .%mottle.h,High lVi„d Arens:1/0 mp, AWC Grrlde to Woad Constrgcdon In High IV1ndNear:170 mph Wind Zane A jV6-(• iV[assach usetts Checklist for Compliance(7edcnln s3gl.:.1.t)' Massachusetts Checklist for Compliance clad CMR 13d1.:.1.1)' Massachusetts Checklist for Compliance(70CMR 5701.2. ) , D4assachusettsChecklistforCym.pll.lnce(7xn(11RSIln,L2..O' _ _ 4 -. a 1.1` a- Laadbaaring Wax C6nnectlons . •. 0 Ch.* Lateral(no.of 16d common nails)..............................(Tables 7)...........:..4•.ti119....f:u:\1.£I�...._.._..L a. From Tables 10 and I and location of wall sheathinD and Bu0dIng AspW Rac,dwermina Percent FN4HNDm Cempliu,m Non.Loodbawing Wall Connocwns / ' Law al(ro,of 1sd--On nets............._.._.... �/ Wood St end Nag S requirements . ) ........(Teals 8}_.........._...._..._......._.._........._._..1 b. Wood SlnlrhuW Penss�eha0 w minimum thickness d 7/18'and w Installed w Ydwws: 1.1 SCOPE 110.mph �/y Land Bawl 9 Wall Opening'(record srg.V oponinq but check eU o�I_ya Im mpos,v-•ro TO o 9) / I..Panels slag be Installed with strength ads pwaW to OA& Wind Speed f3-sec.9ust1...........„...........:....................................:.........:.................................... •...B _3L Header Spann (Table 9��J;(,[s� '.....- .:3 In.s 11' y U. AU lualspnlal joints shall am,r over and M.bliss to harNng. .......................................................................... ......................................._ Wind Exposure Cata9o7............................................. ) ..... .t t' W. On single stay mnsuudlon.panels"be attached to bottom phase and top member of the double Sul plot•Sean° ..............................................(table 9....:._........... .. IQ ' �/ Full Heighl Studs(he-a/studs)_.............................(T•W.9). .. S� -�'�/ .........._.. ............................. ...... _I/ lop Orals. 1.2 APPLICABILITY O ....._....... .;. Number at Swrie.(s roof which exceed.fi s 12 siope..ha((Fig cdnsidared a story)_y_,_.mrias a 2 stories _ Von-Load,SPs.Walt Openings(record...*past opening but cheek all opensga far candI%(•'•Table e) ://I h•. On tl a story construction,n,upper pansy shell er attached lo the top member of the upper 0 an lop L Nu •/ s1212 Ho•date Ps ................._.......................................(Tabs e).........._.................. 3.t O•in.str _+/ Plats ar,d sband)oW news to l dParW. at fin ayarhmrtootbwer Var,el.n.uw bwrld load •�(�s•'+ii��afK(*r_� - Roo f Pildn........:.. (Flg 2).................................... ` ........................................................... '......IFIg 2)....................................... 2$.S it 3]• _ Sun Plat•Spero...............lud.)......................._..........(Table al._......._._............_... , O_ Mean Roof Height.....................:.........................-..........(Fig 3)...................................... -/ R a fig' v W..............: � =�. Furl Haight S W da(no:or etutls)......................... .(Tabs 9}........................_. ...............r$. and kxwv stwUvn,nu made w kxvnsl tote si Np aeon trartarlp. '• Building Width. .....•.......••......•...............•. .'._..'. - ` Horliontal nag W at double to Building L.n9th. ...................................... es Bred ei 3lrrhef or,center u /Bd L......................................:....................(Flg 3) . is M1 s e0 :xledw W all Sheathing w Radar Uplift entl Shear SVnullmeoush' gg par ng a below.VOrtlW and Horizads N g Panel Attachment 1 S 3: �._ Minimum Building DUnemlan,W h a pad .......................................... 14 .. u..w, ....... ......._............:... 6Q sS'6• \' - 99 +'4 Building As t Retie(L/wlpan g. '. .!f D )_....... (e;(3 ,,,S 6' •,! Nominal Holpht.of Telbal OpWrgt Nominal Height of Tallest O In .................................(Fig 4)...... 0•IJ.In w' - 1—4 _.).�-O.W In _p�• tl `v F.1T' s» P Notes,was jesu,u,a ease.eh W w•do bla row o ShadminBTYpo...._............_......................_( 1-........_....................�.... `. 1.]FRAMING CONNECTIONS Edge Nall Spbdig.._._%...........................(Table l0 or nob46 was.-.-.-.••-__....._..�_ -� - un TeWe2)............................................................. �F Field Nap S'Padng......_.............................Rode 10)•......._.._....._..__.:-...._.._..__-{CIA ` Gomel compliance w0fl fr°minp connamans..............:'( sham C°nnactk;n(no.of ISO common naus)(Tp�e 10} . 2.1 FOUNDATION ph &m Fun-HNgtd Sheathing_..............._(To a 10}..•--........................- .._•••-• - FouneOATI Wells meatinp reauVemenU o17a0 CA: 104:1 5%Additional Shaethkig for Wag with Operdnp>6'fi•(Oa9pn Cer,capsl--•••-_......._. �,\ .... ....... ........................ _..a.� Maximum Buiwt-Oknanewn,L _ �1,aW Wmseraat . _ II il- Candler.................................................... Nominal Height of T•Ilezl O d 8'6 / . Control'Masonry............... ............. b Pe n9.........._..(now.............................. fir.• I s .........._. ShaaWng Type........................................(note 4}. .........._.......!/LC65 �y _ .. rlv(•••Y ...:_...__...... al•�a Edge Nall SParLg.......__.......................:....(Table l l or rote 4 It baa)................... _in. �(/ .: ..:lr.-.__�_ -__ i 17i `.2 ANCHORAGE TO FOUNDATION''• s°+on•Itemative in oonaela on Flaw Nall Spacing.._.....................................(Table 11).._....._.._.._.__........._._....____ry In. y! ;; __--______-_ _ -•-1_�•� Al11 5/9'Mchor Bolls imbedded of 5/e'Propn.ary MechaniwlMcaor ' la �� Shear Connection /led common nallaXTable 11 ' Ball S general............... .(Toole 4).............................. ......._ (no.° 1.:...__.__.._......._....._....... _ _ _ ....................... ) �..�. Spacing ia.s 6'-12' �1 PercentF%Ad ht She -.. ..._.._Raea 11}._....... _...__........_... ------ Oman 1� sett SPedng from endlofnl of Pieta..........................(FI9 5)..:............................... 1 ig dialing- ___ ._. .. _ 5%Adtlltia,ol Sheaths for WoU with Gearing e'B'Oes Conrapm BollEmbedmant-concrete.......................................(Fly S)..........................................._ g Pon g> ( ion } -- \Volt Cladding II I ,rra Te11• � ---- �i 9 BottEmbedmant-mosenly.......•...•..........................(Fig 5).........................................._Tin.z 15' �t q _ aolna,pamaetro,m maa ..................................F 5................_...........................2 O.x3"x Y•, _!I Rated far Wind Speed?.........._................................_._._..............................._.__._._.....__..._ Plate Waanu.......................... (k ) . $.1 itOQF9 .3.1 FLOORS `•. Roof framing member spend chocked?........._..........`Fa'Renard use AWC r;n Tool ee BBRS Wabsite) 1 ,- Floor framing mdmbs(apana chocked................:............(per 7B0 CMR Cno plat 55)...-.•-.... ft s lr +s � m Penln Oimenslon......_. ..... ......_1Fl961........................................ Roof Ovemen ...................................................Flgwe l9 rto11-cf2'-L.13 ,_]/ ^^ d Ncal slid Horizontal Nailulp M.A FloorO p ... .. 9 )...........• II 5 ,e wr Pen Full He19 P°n nos. (Fig ) Tms.or Rafter Connemlona°I Lasdbaadng Walla nt Wall Studs al Floor O I leas than 7Imm Exduwr Weil FI 8...................... '•' �- Propriowry Cw,nocwra el W Maximum Floor Josst Setbacks /Rod ✓ 17 SICg " ,Supporting Loodbsaring Walla er Snmrwall...............(Flg 7)................I............................ upOft.....__..._.._......._...._....._...._.(Tebl°12}..................._......................U-2jigou Aaxlmum rw,Uwvered Floor Jalsl. - 1 ^ Lateral.............._............._............(Tabs.12).._.........._......_........_.........L= Pit •�v xyy ye SuppoNno Loadbearing Wall,or Sll.-Ii...............(Fig 6).............................................._ /Rap/' Shear......._.....__..........__....._..._..(Tabs 12).._..._....._..._..._....__.._._...5. / f 9 (I5 .................................:.......................... Ridge SVep Conneclions,I(w0ef Uea not used per papa TI... able 13 ____:........Te1yZ-pit 1 �I t t♦''. Floor Bradn9 et Endwilb................................................(Fig 1:1 ... y (T ). Fleor Shenlning Type.....••....•.....•.•....•..•.••.•.......•......•..•..(Per 780 CMR Chapter 55)........_........................ --4- Trusts Rake OuUpok bland......_.................,.....__..(Fig..20):.........'-.marls croslla err or 111 _ u7fi0 CMR Chapter 65)........._Qe:. _�in. '1 Truss or Rofler Cormeelbne al Nor,-Lootlwarin9 Wags :___ •>• Floor She°ming TNcknese....................._....................,_(peWa 2) gal oats et�_in.ad / In odd •� . Floor Shentning Fostening...........................................:._(T Proprietary Cormecows uP.:liiv:%. ..._.__............_._._.___...(re 141:__...._....._......_._.._..-.......J•Y24ro- � �Yt�" _ay mu LalerW(in.ar 16d m.a„an neon)-Roby,r4)...........:...........................L a.UpJe. red 4cno • *� 4.1 wuLs 8 a . wenHiianp - RoofsnaawroryPe'_.:_.._.___.._.___..._._...._.(par' cowcnaplaresept1d se.Z711':. oo a o ..w . and Tibias ... n a10' �_ .'...-_..._.....,._._....._1„_.h.27/1fi'WSP S D tau .Neat Page ,•, �oegb'aredo.walk'...........:.........................................(Fie 10 )..... Roo(SheeWng Twekneaa:_....._...:...._._......._._..._.._. (Fill 10 end Table S).,. ..._.... fl s20' _ Vertical Nano,m><tbrrirl'm�:w9lls._............................:.............( 9 17r� .Welk Stud SPacinD ...............I....................................(Fig 1.0 an Q Table 5)..,_.............�in.s24R: - Not": for Paul Attachment end Horizontel NaiOnp Well SlarpOLNaMa ._.__..................:......_................(Fla.7 S............................................ L This d,eckilst shay be mot H Its ondralp.excluding"Bond flc xcepfko noted In 2.w mmpty with the-raeub°mand of r 730 CUR 6301.2.1.1'Iwm'1.If the chid"s met In Is enlray�,er,the wilowtng mead awps and how dawns era not 4.2 EXTERIOR WALLS• .puked par tie WFCM 110 mph Guide: Wood Stu" �.-.O in: \'� E Swats pa Figure i W.... Lowneering walls........._..........................................(Tabw:S).;! ................. wet Noo-Lom beering '.............(Table 5....• 9 .la -' Upon Strap per Figure li � d with......._........................ ( ) B� .6 Gaeta End won Bracing I / paper Flows 17 . _........... . d. All so-' Fuji Height Endwall,Studs............. ........(Fl9 lq).................................. R 2lNlJ u %w p toes g a. Comer Stud Nold.Oavma or Flgwe 18a end Figure 18b p � WSP ANc Floor Length............ (Flg 1l)...._...._......._...............:.....G z SBk'•' !. Ereepllorf;Opening heights of up w 6 R she be pomdtled wean 6 eases Id the areant full-nely,l redo , Gypsum Calling Length(If yV nil uiedl.................(Flgtt)_.................:....................._/fi r q.I aeons shown h Tables 10°rM 11. and 2 x 4 Odntinuoua Lateral Bow a 6 n,a4...(Fig 11)............................... ................._... �� 1, TI,e babom'W plate w si wwr well shag an a minbnum 2In.nominaFlt,kkness pressure Vaelad«2greda wtx3calling furring strips®76 sPedng mIn.wilt,2x4 blocking®4Rseating in and)olst dr idesbays_✓ 1 ; :,• Doubly T.0 plat? 1� {1•; .a4 Sidiea Lrn9th ......................._...............:............(Flg 13 end Table 6).,........................ Salim Cwmagbn(no.''of led common.il.).........._(I.N.6)............................_..... .. ..... �.... .. . al • 3p DOUBLE TOP PLATE,.,,, 110 MPH EXPOSURE B WIND ZONE ';-era.r-•ir,3 Table 2. Gathered NeUing Schedule. • .JOINT DESCRIPTION Number of Number of Nall Soaclnw ru)...>l•Iw .. Common Nalls Box Nel a 4, . Rpof Framing DOUBLE HEADER •' Blocking to Rafter(Toe-nailed) '2-8d 2-10d each end .* a qff Rim Board to Rafter(End nailed) 2-18d 3.16d each and Wall Framing Top Flown at Insrgu cdons(Fecs-nellod) 4-16d S-16d at joints HILL REQUIREMENTS AT F_AC4i END O'H .trek' Stud to Stud(Fees-lafled) 2•16d 2-18d 24'O.C. HEIGHT MINIMUM �� Header b Header(Feco-nelied) 18d' 18d 16'o.o.along 6dpes STUD HEADER SPAN HEADER NUMBER OF rl! . UPLIFT my SIZE FULL-HEIGHT �T�; C ?i' Wall EXTFJ4D HFSOFR Floor Framing JACK STUD STUDS (LB'JJ ,. .h.ominp ro KING eTuo Jost tb Sill,Top Plot.or GUdw(Toe-Nelled)(Fig.14) _. 4.8d 4-1 od per joist I' ( .,'arid Sbeldng to Jost(T.-Oiled) 2-gal 2-10tl each entl . WINDOW SILL PLATE 2' T-2X4 1 T•tl '132 '•, ,'t nowt ,. ' up wa "� -.•'.-::� BkxcWng. Egi or Top Plate(Toewlalletl Y18d 410d' each block' 3' 2-2X4 7 ^v � header - ••"�"''. Ledger Strip to Beam or GWer(Facanalled) 3-tad 4-18d each joist. - 416 198 . f- - I '•'^::• Joist on Ledger to;Beam(foe-Naiad) 38d 3•tod per joist 4' T-TX4 T 554 264 s Band Jost to Joist(End.nalled)(Fig.14) 3.16d 4.16d per __ _ - - b rip f Y Bend Joist to 6(II or Top Plata(Toe•nelled)(Fig.14) 2-18tl '3-1 So per foot 6 330 1 .. 1 .. 831 386 a' r 'Roof Sheathin T-TX6 3 I : •.. `.'' '::. NAIL toP PLATE Wood Structure Panels T' T-TXB 3 9l0 4iT Rafters or buwas spaced up to 16-o.c. Btl 10d' 8'edge/a'field 8 T TXI2 3 e Ay.8CNEOuu: To uFilDpa usTH Rafters or Waseee spaced over l8'oc... gal tOd .4'ed8d 4'Reld J.............•__-_ 1108 678 i TWO ROWS OF sal --------------------------- ed COMMON p .:l' _ Gable or trull rake or mks truss who able overhang Ed. 10d 6'ed d 4'field 9' 3-2X IO 3 I 4l .� '•.!,; ItAILe AT a'o.c. 0 g 'So g ' - .:\': .3 694 .. IT a'o.e. •Treble endv/eU rake or mks true'w/sWGurat out kwkere .� 100 8'etlged 6'flats r 660 3r,1 .: .. e . . . 10' 3-ZXIT 4 1985 O .Gable enrlwAV lake or rake Waa w/lookout blocks 6d 10tl 4`edged 4'fbld '. } 0.4 0•° .•d•4 ,e0.4 0�•ell•° .eO•a •dn .eda ,ed'y Ir 4-2XI0 4 1,5 T4 •i• �� GR J i3, Ndollroim vs Calling llboard Sdcoolers 7'edge/10'Rbld eao`ething4.°64•.°oe��°n; . A.�:•'4.:: ;,::'40:;':°o" TABLE 9. WALL OPENINGS u E : r 2 5/e•ANCNOR BOLTS WRH - !IEADER� j.,. ar 3•o.c - '>' •, ', ',• 3"Ca ANCHOR BOLTS AND IN LOADBEARING WALLS EXTERIOR !7G'PLATE WASHER. Wall Sheath ln '• VIEW OF - - 0 .e0a•eon•eon•edaa•4dn�0e 4'PLATE IN !aa.Q:> Y GARAGE Wow structural Panels OPENING Studs append up to 24•o.e. 6d too 6'edged 12'Res/ ., .. ,. 6. , %'and 25/32'Fiberboard Panel' 6d(•1) 3'edge/e'0al o •e a s i e�• e /�1.y� /•f may) /,,/1/L(J 'i'•I Wall lg•Gypsum Wallboard 6tl ooWera - - Tetlgal 10'AeW a, e, a, e"f/V}/ b 4 e0•a•ed•a•ed•4'ed•4 .ed•e•ed,a ,°a•4•ep•a spa•.°Q up r«ar nd Floor Sheathing -- • :^• .� heady 'Weed Structural Penal' ed'e ,e A% .ed'e .ed'e .ed'e ,ed•4 .eG•4 ,ed•a .ea•4 °/ r ,5L °t•'•°• 1'orleas - Btl too 6'edge(12'Isid �' J '.• Greater ills.1• too 18d 6•Edge/B'field 1 1 Shaglhinp a 2z V+rr +if', Qom 1 ppro� Nail arh.dut. ('1)Corresion resistant 11 gage nails and 16 gage staple'are pennitled;chock IBC for edditlonal requirements. mid height ad common 0 7'o.c. •.u.i .i• • Nall: Unless otherwise eleletl,size'given for halls era common wire sizes.Box and pneumatic nail'of equhdent - diameter and equal of greater length to the Specified dommon nalla may be suwOwltd unless otherwise "Yet!w9 .• _prohibited._ y, t< �t.Y APA Bruce Devlin WTI • Dt81gne -vcT r y. 774-238-0773 - t ---------------------- - - -- , I;, • , __lo'-4:� C E"E2Al. NOTES 4 1�--A1 L ELE1/. 'F�c�,�tir AQ MEAD.! SEA. l.f%V�1.. _ -- - - ap se o o..► u S C f G a.r�M PL�►.11� 1 1,), - L �. �.I. M . 1 Z�`- P17r-w A-LL U w ES A M►u►►'�t oV4 op %/a'/FUoT `- r, ` __ i L1h1 t►E SS C TW9ic a _)is E, 3Pic,CJ11F 1 e �. `,.'fy , . ' 1�. :�1 ; � k ', ` .. _- �--A� PtV1ES To .fwlD. ►.J T1•F�C SYSTEM SHn • { , . `�,�' DE cAST I Qp►.j QIr- sC.w let)Lh_z Ao P�/C. F r...� ' �`- ' a Apt. SrPTIC T•AUK5 asre%i5 r_mo.J ealc A► D � 1, Zd f ` r . _ 0. mm '� J ® � •, 1 t.ZA,C►I4QC= PRS SHALL aE DEStG..IEV F�L' . 1. ^1. �r�• « �� -f ® � %4 - ZO %J+4EE L_ v_oAX)o"C,S WHEN INSTALLEP UNVER PAVING - - -- , -- � ^^ . fZEt�OJE A.�.L U,1 ,r 3�.E . S.J A MATEi�I A gE 1.l E.aTt t-. �- .: , :i i s _r� 1"VEQT IzLEVAr10-4S OF 1•�1}.Cn ,_ o o G �� ® � o LEA.0 Q� 1 o ��. ` w I _ L • �. i .., ,I .. `► O A P�.D►�$ op f4 two 6pGK.F%LL �c!ITN CL.4.y-pr - T.A I . :!-- T - - - I . . . I , AT . . -T.J. --,�:t :, 4 I.- . 1. I K, I I 15Ao.10 _ t . . (� ^ �(` @- d044^1S 11A !.F e<X&Z� o F �.LTVA "uST _ xQ t O (b Q Q . o. ® ►11 -� t, S 1 F,ED W H E�J T►4z 5yS'r e 1 N . . .._' '., . ,� M S F� - . . e. 1 .. r� r' e O O O �`J ® O CC"P%_ET"IO}J A+...r0 Pe_,o2 TO e>Ax_4FiLy_lu6n • rah �''�, ' i. 2.� 1 � Io•, J tt N • r '.' �-.- uuL�S oTti+Ee�.i,sE r.�orEti, Ali. SvsrE,l - f G T. 3AJ,rAL,[ ,'. CorMFbl►.tE►JT'S 6"-.LA- 15E t►.► A -t. , -. ST `6 cfl Its . •1 M { T6t�. Z ,I . r.-. t O G 0. 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