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Home My WebLink About0059 SCHOONER LANE t Roma, Paul From: Perry, Tom i Sent: Friday,.March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. ----Original Message----- ' From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. � I 'MN.LOT AREA MIN,LOT MIN.LOT URMAUM YARD MAXMIUM SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.(2) BLDG. FT. IN FT. HEIGHT IN FT. . FRONT SIDE REAR 10,000 56;20 for a lot 650). ,15n1 100) 20t41 30• on the radius of a cul de sac •Or.two and one-half(2-1/2)stories whichever is lesser. (1)The Planning Board may grant a waiver-to* the Lot Width requirgment to individual lots located on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper aligrunent of the home to the street. (2)Accessory Structures that requires a building permit shall be required to conform to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of twenty(20)feet. _ (4)•Ihe Planning Board may require a planted buffer area within any required rear or side yard setback area F) Parking: A minimum of two (2) on-site parking spaces per dwelling unit shall be provided. A one car garage shall count as one parlang space. A two car garage shall count as two parking spaces. ti G) Phasing: The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year ofthe phasing plan. The Plainiing Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii)herein and allow for the allocation to.the applicant of the number of building permits proposed in-the phasing plan or any different number that the i Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than K of each year's allocation under Section-4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allocations under S ectioii 4.9 (5)(a)-(b). There shall be no extension of a- Building Perinit granted under aphasing plan and any unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. ID..Visifability: The Planning Board may require that some or all of the dwelling units provide access for visitars'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least 20% of the dwelling units shall lie Affordalile Units, subject to the following conditions: i A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition. The Deed Rider shall be structured to survive any and all foreclosures. �n(1d-1 i&villacrnevelnnrev1 11804fmal I I Page 1 of 1 Shea, Sally From: Lt. Don Chase [dchase@hyannisfire.org] Sent: Friday, March 18, 2011 11:10 AM To: Shea, Sally Subject: 59 Schooner Ln Did the final here for occupancy. Could not access the permit to sign. They are all set. Thanks Don Lt. Don Chase,Jr., FPO Fire Prevention Officer Hyannis Fire Department 95 High School Rd. Ext. Hyannis, MA 02601 508-775-1300 x106 3/18/2011 y II ,tf-Z,p D62, 017 ;> - Z 751 = 3 Version 4.2.0 Certif icate Designer/Contractor: Your UA:1790 Gross Area or D.. Perimeter U-Factor 3026 34.2 0.0 97 514 33.3 0.0 17 112 33.3 0.0 3 13075 19.8 0.0 646 1144 0.380 435 __ 677 n ncn 2nr ' K �OF,NE TpN Town of Barnstable BARNSTABLE._ Regulatory Services MASS. i639. e,0r Building Division prFO MPS . 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection "-I Location �� S C RV-0 fZ Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: G-�dz to c D v� (ZD . v cT BA s6o 60-r- .::r ACx-s /C-10 6-5 PC12 w F C-04 n 9vT1+ (- < AJ PL f cA-o5 7-� S �._o FT" c.� a a AvF1 Please call: 5 .8-862-403 for re-inspection. Inspected by \ i Date i 59'."-Schooner Lane, , " nns 8/25/10 r f y b b ti f� t I , d is I I Y l� i a � t� y[ ti . j i - f•-4�'"�'': ,�. •"7:, "�...� {5.., d iMm'' ",r.sG".�4r•, �t�- �r .�d� 1}.T;.� � '_.tr_ �. 3�.y.Y``3'. �: '�'�' t -.)Y.,r-.� .�... :,r ""�� , 4.-� t•�,:y. f ,.` .R" it.=Y:--v Fn3 �,r µ•'. '+t..� iV •r��*.�- r..rw.r as: "'+F a.Y.•°t^3., Lr-�..�., }_,{ :; #: .. s.,,ti ,z . may :r '- � _.-.5. -� �,=4�-' _ `a� +•f�. 'i+ ..sr,:$' }• ��.'$o .'_x�»�.'Fi._•'�.,.J+.l'�rk..r , -,e. ,J^"'��' iy i y�,1�i. ._ mX.,� y�y✓s.. ,S .;y y ,.r � 14s ,�'Yl ,�3h 75* vlt �S - -� � ��} .�� ``�•`" .r ,� x;�� t 's, k 'k1� �r a"��i` r� .- - `r Y'd'�S•'. yr ��. •.°... �R'.�`h5a 2°IM��N�� Ys 'f L:q xr ...�,�,... - � .+r i Sf :s.�tw� ,-�• 4. uy fir, t �� ',•.�r - . . _� .ram. r .a'M'�°` ,,{` ,. .t i t r�H`'�..`•xy. � :^ems,'` f�'''....ki"� _`'°-Y' ,S +�' .r�- �.. �+. Si ^� cis � �y ,w^� �' 11000•�,' OOMfN SF��fy� �4+' t+�:°'P �� .7 Z �µ ? �I ,r�. w v _'i'' S � r .�`, ZY• �,g. `:^`�x {��Ea �x `� s rP +,a �,�t,,s^r�", '1aL'✓h., o"', r '', ""�� ry' a + ¢ � a,�xj .:.Y... ��. rrg'ar d°• , �- f. a'•.. v� n' .� i �� d� >w�; !^ 3 Y - "� ]YIC •� .�, '°'Y1,,,'�,—.,�""i�" i�.d k�-�.Y.: • 'gip ,p.i�„�. k.� _� � 'as; - t�v �,} s a �, r y op IN ti Ilk i -" ::' �'*--�r. 4 �e,� ,.. c<h `.r+ ..Y.,...,. { �'.•moo d ter""' `'^ST.}•,`" ,�;i�,9+ s?"�� =.yet+..�. :.;-. ir`�-•s ,.,°µ..'4 .'i:' -t_��. -�+,^_ -�' �+,. yasl•;y":- � ._may. - ,��.., ,_ ,...r♦ �.Af � «t �•�S. r,Z. � - y.. ,g, crt,;.�Yw 2� -,�rr,.z.,'� ,�5, * •. ��. - "'°',}.��F �:`u��.tS`E's� ,r •._. ...- s.. �'.,I t= .'�'' .t �..C+J�y¢' A Lei' � p 3 n n► ar . v �s i If , a:. � � r ;J Y 1 r i{ p kM r C �sf 3r t 6 ' i r i 3 4t a * O sE co o • Schoo e - - 8/25/10 _ z � Y $ ' ZL i ter, z ..tee. X111011 • S11'59'02"W 101.24' 1, Lot 9 N W -, Area=10,002t Sq. Ft. Or 0.23f Acres L r� m 21.5' v � 00 DWELLING °o 00 0! UNDER co o Cn CONSTRUCTION 0 C rri TOP FOUND. r7i ELEV. = 67.8 25.4' �v N N12'43'16"E 11 101.25' SCHOONER LANE DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 59 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : JULY 2, 2010 REFERENCE : ASSESSOR'S MAP 273 PARCEL 204-006 PREPARED FOR: LOT 9 PB 610 PG 95&96 BAYB AF °s UILDING I HEREBY CERTIFY THAT THE STRUCTURE . DANIEL �cti SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. Cl A• OJALA N ,,,508-362•-4UI q No.40980 rm 5M ba2-98W OFF �0�Q c down cope engineering, Inc. RV -� CIV L ENGINEERS 2 1 l ---------- ---- LAND SURVEYORS ------------ — ------ S Main Street — YARMOUTHPORT, MASS. DATE REG. LAND SURVEYOR TOWN OF BARNSTABLE Building Department - Foundation Permit Date Permit # a6-6 '7 C)S�- f �r�F Name r� Location _ � 9 S Cif ooK f+ 1 �c�j ��-v�.�_ Insp. of Bldgs. �t KETown of Barnstable 0 Building Department - 200 Main Street sARNSTABLE. MASS. , Hyannis, MA 02601 9�a 16g9. s� (508) 862-4038 Certificate of Occupancy Application Number: 201002017 CO Number: 20110036 Parcel ID: 273204006 CO Issue Date: 04101111 Location: 59 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: MORIN, JAC12UES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed tHE TOWN OF BARNSTABLE Building Application Ref: 201002017 - ' . BASTABLE, Issue Date: 06/18/10 �' PerM It RN 9 MASS. �Ar16 339. A� Applicant: MORIN,JACQUES N. Permit Number: B 20101185 Proposed Use: DEVELOPABLE LAND Expiration Date: 12/16/10 Location 59 SCHOONER LANE Zoning District RC-I Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204006 Permit Fee$ 1,012.86 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 198,600 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A NEW 3 BEDROOM SINGLE FAMILY HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL WELLESLEY STYLE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN, JACQUES N TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 t> � P Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,ETHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE.OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. . 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4. PRIOR TO COVERFNG STRUCTURAL MEMBERS(READY TO LATH). 5. INSULATION. 6.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. 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.I42A). 1,1 - � � � � � P.JvJ 'L1C'.Ws3r3 � � � � t3tS�`7 4�J�3L'!.•'�'7'LS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS " �P2 r�//// 2 �1'" �s 2 2Bvam �� ls i/ 4/ 't- 3 [5 (✓kA5 U 0 �' _G llJ I H atin Inspectio roval5, Engineering Dept 31 t, Pk- - f Fire Dept Iftyki 2 „�( B ar ef IND of TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � L Map 7 Parcel ' -��' Application # o;�0 6 Q8 17 Health"Division Date Issued Conservation DivisionL'' ,Application Feeloo Planning Dept. Permit Fee 1 Ol 0a Date Definitive Plan.Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address C.GIOo o e i �Df J Village Owner Address 5 �ca-Q�1'1 a Telephone S 6 S 7 5 O,� a Permit Request cin4_ +�0 , nC1 �. Square feet: 1 st floor: existing proposed 15` 2nd floor: existing proposed y3g Total new Zoning District R AP J Flood Plain '� ,A- Groundwater Overlay P Project Valuation Construction Type WO�k2,�vr�s� Lot Size - P-3 Grandfathered: ❑Yes *lo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure A Historic House: ❑Yes ANo On Old King's Highway: ❑Yes _�Mo Basement Type: 1*ull ❑ Crawl ❑Walkout ❑ Other i Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new J Half: existing new Number of Bedrooms: existing anew Total Room Count (not including baths): existing new ( o First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: q-es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ' -0 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size _Shed: ❑ existing ❑ new size _ Other: as xa3 :a Co gl Recorded Ir- ., �o Commercial ❑Yes C No 6v a�a 33 ci cad Current Use V Proposed Use S" IQ L U w =�" I APPLICANT INFORMATION w rn _ (BUILDER OR HOMEOWNER) C _ Name _ Telephone Number Address SA 2 fu'A"Z T�_ License# C � 'n11t AS a— 0o��3a� Home Improvement Contractor# Worker's Compensation # &_)02 ALL CONSTRUCTIO BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Q ("-16 .. SIGNATURE DATE a- ?� FOR OFFICIAL USE ONLY - r. APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE ; OWNER DATE OF INSPECTION: FOUNDATION ,f ® f FRAME Po � —7._ ® ` or-Rl- ® s INSULATION FIREPLACE - ELECTRICAL: ROUGH FINAL F PLUMBING: ROUGH FINAL ; z , GAS: ROUGH FINAL FINAL BUILDING Y r DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department oflndustriall4ccidents Office of Investigations 600 Washington Street Boston,MA 02111' wtvw.mass,gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers A_pplicant Information .Please,Print Le ibl Name (Business Drgmizationllndividual): ' •Address: lJ� � �►u-�r-� . . City/State/Zip: IC elf 11 — Phone.#: r) a�— Are an employer? Checkth appropriate boa: :Type of pioJect(required):. I am a employer with 4, ❑ I am a general coptraotor and r 6 ` New construction . employees (full"Nor p -time).* • have hired the s>lb contractors listed on the-attached sheet. 7. ❑Remodeling 2;❑ I am a'sole proprietor or partner- Those r • ship and have no employees Ths sub-contractos have S. ❑Demolition employees and have workers' working for me in any capacity, $, 9. ❑Building addition [No workers' comp,insurance comp.insurance, 5 10.❑Electrical repairs or additions , We are a corporation and its required.) officers have exercised their 11.❑Plumbing repairs or additions ' '3.[] I tuna homeowner doing t 11-wotk . myself.[No workers'comp. right of exemption per MGL 12,[]Roof repairs insurance.re aired fi c. 152,'§1(4), and we have no q employees, [No workers' 13.❑Other comp.insurance required.] "Any applicant that cbeeks box#1 must also fill out the section below showing their workers'compensation poliieyinfomtation, t Homeowoers,wbo subraitthis affidavit Indicating theyare doing all work and flirt hire outside-contractors must submit anew affidavitindicafing such, , tContractors that check thisbox tnuttattachcd an additional sheet showing the name of the pub-contractors and state whither ornot those entities have employees. Iftbe sub-contractors have employers,theyrn st providt their workers'camp.poEdy number. jam an employer that is prov workers compensation insurance for my employees. Befow is-the policy d job slte information. Insurance.CompanyNa�me: . Policy#or Self-ins.Lie,#: G (O Expiration Date: a— oZ f, lob Site Address: �T � '`�`�" "� � City/Stladzip: Attach a copy of the workers' compensation policy declaration e'(showing the policy number and expiration date). Failure,to secure coverage a8 required.order Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to $1,500.00 and/or one-year imprisonrnent; as well as civil penalties in they form of a STOP WORK,ORDER and a fine- of up to$250.00 a day against th4 violator.•Be advised that a copy of this-statement maybe forwarded to the Office of' invest1gationsof the b1A for insuragre covers e-vcrification, rdo hereby certify under thepains•andpenaltles ofperjury that the Informattonprovlded/ab`ove Is true an correct. Si ature Date Phone## DOTS Official use only. Da not write in this area, tb be completed by.clay or town officlal- City. or Town: ' Permit/License# Issuing Authority(circle one): 1.Board of Health 2.BuilditigDepartment 3, City/ToTm CIark 4.Electrical Inspector 5,Plumbing Inspector 6, Other Contact Person: Phone I ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DE CHED RESIDENTIAL CONSTRUCTIO (780 CMR 61.00) Applicant Name: Site.Addtess: p nl fl� Town: I Y� Applicant Phone: Applicant Signature: Date of Application: _4 b i NEW CONSTRUCTION: choose ONE of the following two options) 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab Option l: Basement Fenestration exposed Wall Floor Wall Perimeter AFUE HSPF SEER U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Appliance Energy .35 R-3 8 R-19 R-19 R-10 R-10, Conservation Act(NAECA)of 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. ❑ Option 2: `� REScheck Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http•//www.energycodes.gov/rescheck/ . f1DDI'I'.IONS:OR ALTERATIONS TO EXISTING BUILDINGS.O;VER S YEARS.OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b- a) SF 100 x - _ % of glazing (b) Glazing area equals SF b a If glazing is< 40% use the chart below. If glazing is > 40.%proceed to "SUNROOM" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM ❑ Ceiling and Slab Perimeter Fenestration Wall Floor Basement Wall R-Value U-factor Exposed floors R-Value R-value R-Value R-Value and De th .39 R-37 a R-13 R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e. not compressed over exterior walls, and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Consumer Information Form (found in Appendix 120T) Affidavit of Sub antial Financial I terest I, of on oath dep e an late as follows: 1. 1 am an applicant for a building•permit for the pr located at Map , Parcel o2C3q — The address of the property is 2: 1 have legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 .above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or uitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater-legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted l building permit applications•for property in which I have a 1% or greater legal or equitable interest. 6. Within the•last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted D building permit applications for property in which I have a 1% legal or equitable interest. 8. Within.this month, I have received building permits for property in which I have a. 1% legal or equitable interest. Signed under the pains and penalties of perjury, thisz;jday of , 20/0 2001-nnsnhatfin 1 CERTIFICATE OF LIABILITY INSURANCE UnTt�04/14/2010Y) THIS CERTIFICATE IS ISSUED AS A 14ATTERIOF INFORMATION ONLY AM CONrEjiS NO RIGHTS UM1N THE CERTISICATE HOLDER_ THIS CERTIFICATE DOES NOT ArFXRMATIVELY OR NEGATIVELY AtjaM, )EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OP INSURANCE DOES NOT COi7STITUTE A CONTMgT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder it an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, cartain DoliCieS may Cegoixe an endorsement. A statement on this certificate does not confer rights to the certificate holdei in lieu of Suoh endorsement(S). >+ A COUTACT Miller McCartin rA: dba Dowling b O'Neil Ins Agcy (R/D' NO' ric) E-NAIL 973 Iyannough Road PRODUCER Hyannis, MA 02601 j cvli0)RE=Dr. ' INPVPEDIPI AITOPDiNG COVCnADi HA=O 1 INAUMD I 3vuR AI A9S0Ci&t*d Employers Insuranoe Company Bayberry Building Co Inc 1597 Falmouth Road, Suite 4 INEVI EA D: Centerville, CIA 02632 INevuR D: INIVIitA Ei INOUREA r: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS Is TO CERTIFY THAT THE DOLICIE9 OF INSURANCE LISTED—HELM HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TEAM OR CONDITION OF ANY CONTPACT OR OTBER DOCUMENT WITH RX579CT TO WHICH THIS CERTIPICAIY MAY BE ISSUED OF MAY PERTAIN, THE INSURANCE AFFORDED BY THE YOLIC>ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, LNCLUSIONS AND CONDITIONS 01' SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFF POLICY EXP LIMITS Ltr TYPE OF INSURANCE � ,+..Rn/tml IWO./ftYYl GENERAL LIABILITY i v'cx OCLVRARCE e ❑COMMERCIAL GENERAL LIABILITY DAMAGE TO R'a'n T j DPE]fI�E�1p-ooavvz.nc.l ❑❑CLAM;NAD> ❑OCCVA I tors s`�P lM2•on•P'�•onl 0 Duuo°AL L ADV IahmT 0 • OEWEAAI.AOOURATE e CEW L ACCRECATE LIMIT APPLIES ERi ❑POLICY ❑PROJECT❑1/JC lAODUOTe -COlII/OP Ao0 7 e AUTOMOBILE LIABILITY COM111LO IINOIE LIMIT I (.4...lo...) ❑ANY AUTO BODILY IHJVRY (Y.r P-01s) 7 DALL OMNIIQ AUTO: BODILY IIIJVAY fDa LOOLd.uct 4 ❑'iCNEWLI:O"Tod j PROPERTY DAMAGE 1 ❑HIRED AUTOS Ire`.mie.nq ❑NON-OtMED AUT09 1 ❑UmmumLA LIAE DCCVR YAOH OCCURRENCE I ❑G`CcE:s LIAB ❑ CLAIMS MADE AOORIOATL e 0 DEDUCTIBLE I - OTN- WORKERS COMPENSATION iVAT LIMIT. AND EMPLOYEES LIABILITY ' THE PROPRIETOR/PARTNERS/ I E.L. EACH RCCIDEPT a 500,000 A EBECUTIVE OFFICERS ARE ) L.L. o=e[ADi-u D.fSLOIiL 9 500,000 incl ❑ excl 500011012010 02/02/2010 02/02/2011 ( E.L. DlerAec-to YRVIAYEE 0 500,000 e0eEM7T°I Dl°CAIrTION Or OrTfATIONe M LOCATIONS: I CERTIFICATE HOLDER CANCELLATION PROOF or COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, 1UTEGAIEm yLPEB1IN1'RTIVE�`� l d MUM E :61 0[06 'tiI 'ddd NOTICE NOTICE TO TO EMPLOYEES EMPLOYEES f The Commonwealth of Massachusetts DEPARTMENT OF INDUSTRIAL ACCIDENTS 600 Washington Street, Boston, Massachusetts 02111 617-727-4900 As required by Massachusetts General Law, Chapter 152, Sections 21, 22 & 30, this will give you notice that I(we) have provided for payment to our injured employees under the above mentioned chapter by insuring with: ASSOCIATED EMPLOYERS INSURANCE COMPANY NAME OF INSURANCE COMPANY 54 THIRD AVENUE, P.O. BOX 4070, BURLINGTON, MA 01803-0970 ADDRESS OF INSURANCE COMPANY WCC 5004911012010 02/02/2010 - 02/02/2011 POLICY NUMBER EFFECTIVE DATES Miller McCartin 973 lyannough Road dba Dowling & O'Neil Ins Agcy Hyannis, MA 02601 (508) 775-1620 NAME OF INSURANCE AGENT ADDRESS PHONE 1597 Falmouth Road Bayberry Building Co, Inc. Suite 4 Centerville, MA 02632 EMPLOYER ADDRESS 01/07/2010 EMPLOYER'S WORKERS COMPENSATION OFFICER(IF ANY) DATE MEDICAL TREATMENT The above named insurer is required in cases of personal injuries arising out of and in the course of employment to furnish adequate and reasonable hospital and medical services in accordance with the provisions of the Workers Compensation Act. A copy of the First Report of Injury must be given to the injured employee. The employee may select his or her own physician. The reasonable cost of the services provided by the treating physician will be paid by the insurer,if the treatment is necessary and reasonably connected to the work related injury. In cases requiring hospital attention,employees are hereby notified that the insurer has arranged for such attention at the NEAREST AND BEST MEDICAL FACILITY NAME OF HOSPITAL ADDRESS TO BE POSTED BY EMPLOYER J " 'VNE�p�O ,. Town of t'arnstabl .. Regulatory Services • Bax�sraB�, Mass. Thomas F. Geiler,Director s639. •� . Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town,b arnstable.ma,.us Office; 508-862-4038 • Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder LZ4 /A , as owner of the subject property hereby authorize 5 /10/_� to act on my behalf, . in all matters relative to work authorized bythis Molding permit application for; 00 APr (Address of Job) S' attire ' Owner ate O�/N Print Name Q:F0RMS:0_WNFF ERMISSIGN .ii.ia.;{lI1U�(.itti- 1)ll)i114n1(Ttl 1�1 l�ib97t'ic Cltft' BO;lrtl of Building RA!gulat:o+atS ill-,(I Standardt}s j Construction Supervisor License License: CS 57770 Restricted.to: 1 G JACQUES N MORIN... �, . 1597 FALMOUTH RD#4 CENTERVILLE,MA•02632 Expiration: 2/16/2012 C„n,S„isit,,,er Trg: 16331 r the The Hanover Insurance Company 1 440 Lincoln Street,Worcester,MA 01653 Hanover citizens Insurance Company of America 1 645 West Grand River Avenue,Howell,MI 48843 Insurance Group_ Massachusetts Bay Insurance Company 1 440 Lincoln Stree4 Worcester,MA 01653 STREET PERMIT BOND Bond No. BLN8153862 KNOW ALL MEN BY THESE PRESENTS, that we, BAYBERRY BUILDING COMPANY INC Of CENTERVILLE,MA 02632 as Principal, and ® The Hanover Insurance Company (A New Hampshire Corporation) ❑Massachusetts Bay Insurance Company (A New Hampshire Corporation), as Surety, are held and firmly bound unto TOWN OF BARNSTABLE , as Obligee, in the penal sum of Five Thousand Dollars , good and lawful money of the United States,'for the payment of which sum well and truly to be made, we bind ourselves, and our heirs, executors, administrators, jointly and severally, firmly by these presents. I WHEREAS the said Principal has applied to said Obligee for a license to open, occupy, cross by vehicles and obstruct a certain portion of a public sidewalk/berm, curbing, street or way in said Town or City Of HYANNIS at 59 Schooher Lane NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if Principal shall faithfully observe and honestly comply with the provisions of all Laws or Ordinances of Obligee regulating the business for which license is issued, then this obligation shall be void; otherwise to be and remain in full force and virtue. PROVIDED, THE LIABILITY OF THE SURETY upon this bond shall be and remain in full force and effect for the full period of the license, and renewals thereof, issued to the principal above named, or until ten days after receipt by the Obligee of a written notice signed by such Surety, or its authorized agent, stating that the liability of such Surety is thereby terminated and canceled; and provided further, that nothing herein shall affect any rights or liabilities which shall have accrued under this bond prior to the date of such termination. Signed, sealed and dated the 29th day of April 2010 BAY RY BUILDING COMPANY INC Principal By: (Seal) ``tNHiluuro�� HE HANOVER INSURANC COMPANY ❑ MASSACHU AY SURANCE COMPANY 1.972 kati � By: JO MC RA, Attorney-in-Fact Bond No.:BLN8153862 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWERS OF ATTORNEY CERTIFIED COPY KNOW ALL MEN BY THESE PRESENTS:That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing under the laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing under the laws of the State of Michigan,do hereby constitute and appoint JOHN J MCSHERA of West Yarmouth,MA and each is a true and lawful Attorney(s)-in-fact to sign,execute,seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States,or,if the following line be filled in,only within the area therein designated any and all bonds,recognizances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof,as follows: Street Permit in the amount of$5,000.00 and said companies hereby ratify and confirm all and whatsoever said Attorney(s)-in-fact may lawfully do in the premises by virtue of these presents. These appointments are made under and by authority of the following Resolution passed by the Board of Directors of said Companies which resolutions are still in effect: "RESOLVED, That the President or any Vice President, in conjunction with any Assistant Vice President, be and they are hereby authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as its acts,to execute and acknowledge for and on its behalf as Surety any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons."(Adopted October 7, 1981 -The Hanover Insurance Company;Adopted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY �t,�ywnuy. A t jw� , ClTIZENS_I SURANCE COMPANY OF AMERICA !& Mary Jeanne 9 deg on, ice Preside t Robert K.Grennan,Assistan ice President IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by a Vice President and an Assistant Vice President,this 29th day of April 2010 THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 291h day of April 2010 before me came the above named Vice President and Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. w'COMMONS u Notary Public ycu.rrwew�a My commission expires on November 3,2011 I, the undersigned Assistant Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America. "RESOLVED,That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or any Vice President in conjunction with any Assistant Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile." (Adopted October 7, 1981 - The Hanover Insurance Company; Adopted April 14, 1982 - Massachusetts Bay Insurance Company;Adopted September 7,2001-Citizens Insurance Company of America) GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 29th day of April 2010 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITI S INSU tJCE CO ANY OF ERICA -- &02�1t.Broul, ssistant Tlica Pres nt • Bk 24-33 P:974" -W"-26322 06-01-2010 a 12 0 53P Im BAMSTABLB. y MASS. Town-of Barnstable �' :55 Planning Board 1C f -b Decision and Notice Schooner Village (Subdivision 813)- PIAHD Special Permit Modification Modification to allow introduction of a ninth house plan & Clarification that the 290 sq.ft. additions do not include garages Summary: Granted with Conditions Applicant: Jacques N. Morin, Trustee of Schooner Village Realty Trust Property Address: 141, 89, 59, 49, 20, 40, 50 and 60 Schooner Lane, Hyannis, MA Assessor's Map/Parcel: 272/206, 273/204-009, 273/204-006, 273/204-005, 273/204-017, 273/204-015, 273/204-014, & 273/204-013 Deed Reference: Book 21605, Page 194 Prior Special Permit: Book 21233, Page 139 Background: On March 27, 2006 the Planning Board issued a Private-Initiated Affordable Housing Development (PIAHD) Special Permit to Jacques N. Morin, Trustee of Schooner Village Realty Trust. The permit was issued pursuant to Section 240-17.1 of the Zoning Ordinance for Subdivision No. 813 "Schooner Village". The Schooner Village subdivision is located between Pitcher's Way and Buckwood Drive in Hyannis and consists of 29 single-family lots on 8.58 acres. The Special Permit authorized an increase in the permissible density of the housing. It allowed a minimum lot area of 10,000 sq.ft. rather than the required 1-acre minimum lot area, provided that 20% of the housing units are committed to low or moderate income housing. In this case, six (6) of the proposed dwellings were to be dedicated in perpetuity as affordable units, sold to income qualified households. The applicant initiated the development in 2006. As of the date of this modification request, 13 lots have been developed and Occupancy Certificates issued. Applicant's.Request: On March 5, 2010, the applicant submitted a request for a modification and clarification of the PIAHD Special Permit for Schooner Village. On March 9, 2010, via an e-mail, the applicant sought to addend the application and to reduce the number of lots effected from 11 to 8. The application submitted requested: .1. To modify Condition No. 9 of the Permit to allow for the addition of a ninth house plan to the existing 8 approved house plans for the development; i Op THE BARNSTABLE, MASK. EED NIPN� I Town of Barnstable Planning Board Decision and Notice Schooner Village (Subdivision 813)- PIAHD Special Permit Modification Modification to allow introduction of a ninth house plan Clarification that the 290 sq.ft. additions do not include garages Summary: Granted with Conditions Applicant: Jacques N. Morin, Trustee of Schooner Village Realty Trust Property Address: 141, 89, 59, 49, 20, 40, 50 and 60 Schooner Lane, Hyannis, MA Assessor's Map/Parcel: 272/206, 273/204-009, 273/204-006, 273/204-005, 273/204-017, 273/204-015, 273/204-014, & 273/204-013 Deed Reference: Book 21605, Page 194 Prior Special Permit: Book 21233, Page 139 CD Background: On March 27, 2006 the Planning Board issued a Private-Initiated Affordable Housing DevelopQnt (PIAHD) Special Permit to Jacques N. Morin, Trustee of Schooner Village Realty Trust.The per@ wasJ issued pursuant to Section 240-17.1 of the Zoning Ordinance for Subdivision No. 813 "Schooner Village". The Schooner Village subdivision is located between Pitcher's Way and Buckwood Drive in Hyannis and consists of 29 single-family lots on 8.58 acres. The Special Permit authorized an increase in the permissible density of the housing. It allowed a minimum lot area of 10,000 sq.ft. rather than the required 1-acre minimum lot area, provided that 20% of the housing units are committed to low or moderate income housing. In this case, six (6) of the proposed dwellings were to be dedicated in perpetuity as affordable units, sold to income qualified households. The applicant initiated the development in 2006. As of the date of this modification request, 13 lots have been developed and Occupancy Certificates issued. Applicant's Request: On March 5, 2010, the applicant submitted a request for a modification and clarification of the PIAHD Special Permit for Schooner Village. On March 9, 2010, via an e-mail, the applicant sought to addend the application and to reduce the number of lots effected from 11 to 8. The application submitted requested: 1. To modify Condition No. 9 of the Permit to allow for the addition of a ninth house plan to the existing 8 approved house plans for the development; Town of Barnstable, Planning Board— Decision & Notice Modification of Schooner Village Private Initiated Affordable Housing Development(PIIAHD)Special Permit 2. To clarify that the 290 sq.ft. addition permitted in Condition No. 9 is that of living area and is not applicable to garages; and 3. To provide for the future introduction of additional new house plans by administrative approval. Procedural & Hearing Summary: The Application for a Modification of the Special Permit was submitted and filed at the Town Clerk's Office and at the Planning Board Office on March 5, 2010. A public hearing before the Planning Board was duly advertised in the Cape Cod Times on March 7 and March 14, 2010, and notice sent to all abutters in accordance with MGL Chapter 40A. On March 9`h, via an e-mail, the applicant sought to addend the application to only apply to 8 of the subdivision lots, Numbered 1, 6, 9, 10, 16, 18, 19, and 20, commonly addressed as 141, 89, 59, 49, 20, 40, 50 and 60 Schooner Lane, Hyannis, MA. The hearing was opened March 22, 2010 and continued to April 26, 2010, at which time the Board found to: grant a modification of Condition No. 9 to provided for a ninth house; clarify Condition 9 that the 290 sq.ft, addition applies to living area; and, at the request of the applicant, a withdrawal without prejudice of the request for an administrative approval of future house plans. Board Members deciding this appeal were, David P. Munsell, Patrick M. Princi, Paul Curley, Marlene Weir, and Acting Chair, Matthew K. Teague. Attorney Michael D. Ford represented the modification request before the Board. Jacques N. Morin, Trustee of Schooner Village Realty Trust, was also present. Attorney Ford noted that an addendum has been entered into the file that the requested before the Board is to apply to only 8 lots and not the 11 originally cited in the application. Attorney Ford gave a brief background on the development stating that it has been underway for a number of years and homes have been built and are occupied. He cited that given the extent of the lots that are built on, the request is minor in that it will have little effect on the overall development. He noted that the modification is asking for up to 3 of the Wellesley style homes to be incorporated into the subdivision and the clarification that the 290 sq.ft. addition to the homes would only apply to that area added to the structures for living area and will not include garages, open covered/uncovered porches or decks. He reviewed the proposed plans for the Wellesley style home and it was clarified that the total gross area of the building would be approximately 2,408 sq.ft., counting all areas capable of being habitable (including the two car garage). That the proposed living area is approximately 1,908 sq.ft., which is similar to the living area of the Concord II style homes. Public comment was requested. Patricia Gisselson representing the Theodoridou-Marmanidis, Georgia trust, the owner of 9 Beth Lane and other unidentified neighbors spoke in opposition noting that size of the existing subdivision homes is out of scale to the existing abutting homes. She also noted that clearing of the lots is excessive and more landscaping is needed as well as a buffer between the existing and proposed new homes. Marc A. Korab of 32 Buckwood Drive spoke in opposition, agreeing that the homes are too massive and is not in keeping with the developed neighborhood. Steve Mussleman of 79 Schooner Lane spoke in favor of the request and noted that single floor living is needed for the aging population. The Board Chair noted that eight Letters had been submitted to the file in favor of the granting of the request from: Jean Taber of 28 Schooner Lane; Cynthia Dunham & Thomas A. Stark of 99 Schooner 2 Town of Barnstable, Planning Board— Decision & Notice Modification of Schooner Village Private Initiated Affordable Housing Development(PIIAHD) Special Permit Lane; Robin Trainor of 90 Schooner Lane; Kabal & Surinder Bajwa of 69 Schooner Lane; Ms. Hall of 30 Schooner Lane; Arthur & Tara Ramos of 5 Schooner Lane; Natalie E. Faino, 9 Schooner Lane; Steve Musselman of 79 Schooner Lane; and Salvatore M. Bonanno of 140 Schooner Lane. Board members expressed their concern that the request for an administrative process to allow for the addition of future new house plans through an administrative process could be problematic. Again, they would need to provide detailed and measurable guidelines if they were to allow an administrative process. At that, the Board determined to continue the hearing to April 26, 2010. At the April 26, 2010 meeting, , Paul Curley , entered a "Confirmation of Evidential Review" fully executed and clocked with the Town Clerk into the written record to certify his review of materials and video of one missed public hearing for this application on March 22, 2010. In accordance with Chapter 37-1 of Code of the Town of Barnstable, this authorized Mr. Curley to participate and vote on this matter. Attorney Michael Ford addressed the Board stating that the applicant is requesting withdrawal without prejudice, that part of the request to provide an administrative process for future building designs for Schooner Village. The Board discussed the issues and noted that with the withdrawal of that part of the modification request, they were prepared to vote on the remaining two parts; the introduction of a ninth home style_ the "Wellesley" and the clarification of the 290 sq.ft. addition to the homes. Decision: At the hearing of April 26, 2010, a motion was duly made and seconded to: 1. Grant the applicant's request to withdraw without prejudice that part of the application that sought an administrative process to introduce new future house plans; and 2. To accept the applicant's addendum to apply the request to 8 lots addressed as 141, 89, 59, 49, 20, 40, 50 and 60 Schooner Lane and to grant a modification and to provide a clarification of Condition No. 9 of the Special Permit. The modification granted is to allow for a ninth style house plan, the "Wellesley" provided there shall not be more than three of the Wellesley style homes permitted in the Schooner Village Subdivision and to clarify Condition No. 9 by adding to the last sentence the words: "The area of a garage, open covered/uncovered porches or decks shall not be included in this 290 square feet." The vote was as follows: AYE: David P. Munsell, Patrick M. Princi, Paul Curley, Marlene Weir, Matthew K. Teague NAY: None 3 I J ' Town of Barnstable, Planning Board— Decision & Notice Modification of Schooner Village Private Initiated Affordable Housing Development(PIIAHD)Special Permit Ordered: Schooner Village Private Initiated Affordable Housing Special Permit for Subdivision 813 has been modified and clarified. All other conditions of the Schooner Village PIAHD Special Permit as issued March 27, 2006 shall remain in full force and effect except as modified herein. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect and notice of that recording submitted to the Planning Board's Office and to the Building Division before any building permit can issue in reliance on this modification. The relief authorized by this decision must be exercised within two years. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Barnstable Town Clerk. Matthew K. Teague, Acting Chair Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Planning Board filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk 4 •`,_ ,�� <� ��'1 v 5`5�� _ . �-� BIKE ti TOWN OF BARNSTABLE Building Application Ref: 200708184 i BMWSTABLE. Issue Date: 01/24/08 Perm t 9 MASS. �A i639• Applicant: MORIN,JACQUES N. Permit Number: B 20080164 rF0 MA'1 A Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 59 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204006 Permit Fee$ 823.41 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 200,832 �J Remarks APPROVED PLANS MUST BE RETAINED 01�1JOB AND CONSTRUCT A 3 BEDROOM SINGLE FAMILY HOME-CONCORD II THIS CARD MUST BE KEPT POSTED UNT FINAL LOT 9 INSPECTION HAS BEEN MADIE A CERTIFIC. TE OF OCC PANCY S REQUIRED,SUCH Owner on Record: MORIN 3ACQUES N TRS BUILDING S OT O(�C PIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INS' T O1JIAS B N E. 300 BEARSES WAY y HYANNIS,MA 02601 Application Entered by: PR Building Permit d THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWArTI, \OR A!Y PA T ,E OF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLYPE IT/ DUN ER TH LUIL 1I G CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOC 'ION P CIC SE WE MAY 6E OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE T APPLIC \OM THE �NDI ONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIO S REQUI R ALL C,NTSTyCTION! RK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST B INSPECTED AT T THRT LEVE BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INS CTIONS T6 BE CO PLETB PRIOR TO FRAME INSPECTION. 4.PRIOR TO COV RING STRU TURAL MEMBERS AD PTO LATH). 5.INSULATION. �il 6.FINAL INSPECTI BEFORE 0 CUPAN �. WHERE APPLICABLE�SEPARATE P RMITS ARE REQ IRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PR`CEED�1 NTIL HE SPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECO�\E NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS!SS� ED AS NOTED ABOVE. PERSONS CONTRACTING WITS NREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). IV BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 93 Parcel A o4'-' 0 0 4 Application# Health Division Date Issued Conservation Division Application Fee I Tax Collector Permit Fee t3 Treasurer Planning Dept. ( � ► y Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address S9 S c 4 Do 4 a 4 e L C ) Village yWlvX-/.s Owner J�qc Q y�,s Af02/V Address /-5-9!2' Qh 1W Telephone 7 Z Permit Request b y -P -P.) tco„ /r/ Square feet: 1st floor:existing proposed /a N0 2nd floor:existing proposed �t4Q Total new i U PO Zoning District P/ — ,411D Flood Plain aL Groundwater Overlay 6— Project Valuation 9.0 0 L Construction Type c-.P s ®� IZCA a 4% e Lot Size O . "L Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes �Mo On Old King's Highway: ❑Yes .kNo Basement Type: J-ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) / D J/© Number of Baths: Full:existing new -2— Half:existing new / Number of Bedrooms: existing new Y Total Room Count(not including baths):existing new 6 First Floor Room Count Heat Type and Fuel: Cas ❑Oil ❑ Electric ❑Other Central Air: 'Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes N0 Detached garage:0 existinro( -' �ool:❑existing ❑new size Barn:❑existing ❑new size ,Attached garage:❑existing �(hew size l y X2 Shed:❑existing ❑new size Other: Q I# 514f b 9/_3 RecordedX Commercial ❑Yes *0 _ , I3a o 17 3 2. �d s e /-�9 . Current Use LLJl C A,1"47 l a k Proposed Us h el BUILDER INFORMATION `- Name Pi y Telephone Number w Address / I �� rP�7 License# �r17 U. . Al' Da Z_ Home Improvement Contractor# Worker's Compensation# C SDO/{y f/0 ALL CONSTRU ION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO d b OF v v SIGNATURE DATE Tile FOR OFFICIAL USE ONLY APPLICATION# Y DATE ISSUED MAP/PARCEL NO. A J 22 ADDRESS VILLAGE _ i•' I _ ; , 1 OWNER fi • t � I J k, DATE OF INSPECTION: FOUNDATION FRAME INSULATION j FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL k, GAS: ROUGH FINAL y FINAL BUILDING u. DATE CLOSED OUT - Y - '�' ASSOCIATION PLAN NO.+ " r The Commonwealth of Massachusetts in ]department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): c_GLc. Address: ,5 9'- -r` ��r�L L,_ � c City/State/Zip: t•�'1`I-�L�. l �� Cil� Phone #: A,reeyy u an employer? Check the appropriate box: Type of project(required): l.(J I am a employer with 4. ❑ 1 am a general contractor and 1 6. B" ew construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 1 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.0 Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §l(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy infomration. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy inibrmation. I am an employer that is prov' ing ►vorkers'compensation insurance for my employees. Below is the police rend job site information. �1 Insurance Company Company Name: /L` ��L':r�- Policy#or Self-ins. Lic. #: l��l�� t7U�c� 1/ O/ 00 J Expiration Date: o2 02 jd pp Job Site Address: �(�,11�C��C \ �� City/State/Zip: 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$2 n s o 0 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigation the IA for insurance coverage verification. I do hereby certif inter the pains and penu 'e perjury that the information provided above is true and correct. Si nature: / 4 Date: rlPhone#: t7- 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#: 11;ZV rA3 Sutl 771 211U Jacques Morin ► OFFICE TRAILER Z 009 MVOS/End t 12 PM j Permit Number MECcl:eck Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE:BAYBERRY BLDRS. CITY:Barnstable STATE:Massachusetts HDD:6137 - CONSTRUCTION TYPE: I or 2.Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 PROJECT-M0RMAf10N: COMPANY INFORMATION: MAP INS, CO COMPLIANCE:Passes Maximum UA=474 Your Home=377 20.5%.Better Than Code Gross Glazing Area or Cavity Cont. or Door perimeter R-Value R-Value -Factor UA Ceiling 1:flat Ceiling or Scissor Tjuss 1460 30.0 0.0 51 Wall 1:Wood Frame, t6"ox, 2640 13.0 0.0 201 Window):Wood Frame,Double Pane 184 0.340 63 Plnnr 1• Au_W,.a r iWTruss,Over Unconditioned Space 1310 19.0 0.0 62 Furnace 1:Forced Hot Air,85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating to for this buulding,and the cooling load if appropriate,has been determined using the applicable J Standard Desi editions found in the Code. The HVAC equiptnew selected to heat or cool the building shall be no greater thmi '1, 0 o the design load as specified in Sections 780CMR 1310 and J4.4. BuilderfDesigner . 1114 Date I Page 42 11:JV rAd aVe Y11 L11K Jacques Morin + OFFICE TRAILER 0 010 s r MvoB IExeet 1;52 are MECcheck inspection Checklist Massachusetts Energy Code MECcheck Software Version 3.2 Release to DATE: 11/20/06 TITLE:BA,YBERRY13LDRS. Bldg. Dept. Use I Ceilings: [ ] I I. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: I Above-Grade Walls: ( ) I L Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: I Windows: ( l I L Window l:Wood Frame,Double Pane,U-factor: 0.340 i For windows without labeled'U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes( ]No Comments: I I Floors: [ ] I 1. Floor 1:All-Wood Joist/7Yuss,Over Unconditioned Space,R-19.0 cavity insulation I Comments: I Heating and Cooling Equipment: ( ] I 1. Furnace 1:Forced Hot Air,85 AFUE or higher Make and Model Number I i Air Leakage: ( 1 I Joints,penetrations,and all other such openings in the building envelope that are sources of air Ieakage must be sealed, [ ] I When installed in the building envelope,recessed lighting fixtures shall meet one of the following requu•cments: I 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 I L/s)air movement from the die conditioned space to the ceiling cavity. The lighting fixture I shall have been tested at 75 PA or 1.57 lbs/ft2 px'essure difference and shall be labeled. I Vapor Retarder: [ ] I Required on the warn-in-whltef side of all non-vented framed ceilings,walls,and floors. I 'Materials Identiticatiolt: [ J I Materials and equipment must be identified so that compliance can be dewmnined. [ ] I Manufactiu-er manuals for all installed heating and cooling equipment and service water heating [ ] i equipment must be provided. Insulation R-values, glazing U-values,and heating equipment efficiency must be clearly marked oat i the building plans or specifications. I P'�qe 41 vvt&f/f-VVf li:Jv rru Outs Y71 z11tt Jacques Morin , OFFICE TRAILER ®O11 v 11M>!0� WOO End 152 PM I I Duct Insulation: [ ] I Ducts shall be insulated per Table 14.4.7.1, Duct Construction: [ ] I All accessible joints,seams,and connections of supply and return ductwork located outside I conditioned space, including stud bays or joist cavities/spaces used to transport air,shall bd sealed I using mastic and fibrous backing tape installed according to the manufacturer's installation I instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape i9 not permitted. [ ] I ur balancing air and water systems. The fIVAC system must provide a:neaus f I Temperature Controls: [ ] I Thennostats are required for each separate HVAC system. A manual or automatic means to Partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I Heating and Cooling Equipment Sizing: [ J I Rated output capacity of the heating/cooling system is not greater than 125%of the:design load as specified in Sections 78OCMR 1310 and 14.4. I Circulating Hot Water Systems: L ) I Insulate circulating hot water pipes to the levels in Titble 1. I Swimming Pools: [ ] I All heated swimming pools must have an ou/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ) I HVAC pipung conveying fluids above 120 OF or chilled fluids below 55°.F must be insulated to the levels in Table 2. Page 40 �- -• 11.JV rna au0 (11 L11t$ Jacques Morin OFFICE TRAILER 012 'M y/nmc, • MYOa I Eawl 1152 PM Table 1: Minimum 1'Lvu14ti0n Thickness or Circulatia l g IJot water Pipes. Insulation Thickness in Inche b Pi a Sizes Heated Water Non-Circulative Runouts t'irculating Mains and kunouts 8 0 ure(F) 0 Sp to 1„ 170-1 U to 1.2 1 5 t_ o 2 0" Ovcr2"170-18 .0 1.5 140-1.60 0.5 2.0 0'5 1.0 1.5 I00-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness far HVAC ftes Pi in S stem T es Fluid Temp. Insulation Thickness in Inches by pipe Sizes Heating Systems Ran e F !!Ran_outA 1.25"to 2" 2.5"to 4" Low Pressure/Temperatute 201.250 1.0 Low Temperature 1.0 1.0 12,0 .5 Steam Condensate(for feed water 120-200 1.0 1.0 1 0 1 5 Cooling Systems ) Any 1'0 1 0 1 5 2.0 Chilled Water,Refrigerant, 40-55 0.5 0.5 and Brine Below 40 1,0 1 0.75 1.0 .0 1.5 1.5 NOTES TO FLELD(Building Department Use Only) I Page 30 r �` ' ��. �fe 'Caa»arzza:ccuecclt! a��-`la.uac�u�eCt BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 057770 Birthdate: 02/16/1958 Expires: 02/16/2008 Tr.no: .18658 Restricted: 1 G JACQUES N MORIN- 1597 RD CENTERVILLERVILLE, MA 02632 Commissioner NOT ALL SYMBOLS LEGEND ASSESSOR'S MAP 273 PARCEL 204-006 ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 S11°59'02"W FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. 101.24' MIN. LOT FRONTAGE 125' �Oo WATER GATE VALVE MIN. ' LOT WIDTH Lo . CATCH BASIN MIN. FRONT SETBACK 30' PO w O MIN. SIDE SETBACK 15' Area=10,002E S Ft. r 5 5]— PROPOSED CONTOUR MIN. REAR SETBACK 15' 66 Or L 5, 0.23E Acres SIGN ZONING DISTRICT: PI - AHD DECK MIN. LOT SIZE 10,000 S.F. TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) `� TOP FND 67. MIN. LOT WIDTH 65' 2s.s' o! PROPOSED o CLEANOUT MIN. FRONT SETBACK 15' C0 o 0 o! MIN. SIDE SETBACK 10' 00 _ - OD HOUSE LLJ 6 6 EXISTING coNrouR MIN. REAR SETBACK 20' 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE 25.2' 0GROUNDWATER PROTECTION OVERLAY & AP APPROX. TREE LINE DISTRICT INV. 67.2 + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C 61 .7 ,.. FEMA FIRM PANEL# 250001 0005C 9-19-85 / N • J PROPOSED LEACHING PIT REFERENCE: 6 X 14' EFF. DIA. PITS PB 610 PG 95&96 ITl CD RESIDENTIAL SITE PLAN 0S SEWER LINE oo W °43'12°43 6' E 101.25''1 WATER LINE 6"E N1 GAS LINE E E E E E G PREPARED FOR: S R AN E U.G. ELECTRIC S ANTIQUE STYE POST LIGHT BAYBERRY BUILDING Fq �66J m LOCATION : LOT 9 #59 SCHOONER LANE N OF 4tq8.Q,q. �(f1 OF c SCALE : 1 ' = 20' DATE : 12-20-07 W W 3'T6, � W A.EL y�N �o� NI cyG N o ALA l�''�A�� SHEET 1 OF 2 101.25' N q No CIVI o (n � �ZN pF S � ENO. � 0 � off 508-362-4541 F tv A cyG� fox 508 362-9880 AL ALA CIVIL down cope engineering, inc. q No.4 ' o.465 Cl VIL ENGINEERS SCGIe:1 20' ��O�ESS\� O IFS s ( ?�7�/p7 LAND SURVEYORS OJALA P.L. L A E 959 Moin Street — YARMOU THPOR T° MASS. 0 10 20 30 40 50 FEET JOB 03-123 03-123 PROF.DWG DAO GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCHGRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z W J W SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER p o BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 8"X6" WYE INTO MAIN 2 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA p 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW M 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35. PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL 4"SCH40 PVC AT 2% MIN. FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES: 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. LOCATION : LOT 9 #'59 SCHOONER LANE POURED CONCRETE DONUT �ZNOF&f.4 1.5 CU.FT.t DATE : 12-20-07 o DANIEL GJ, �HOFM ^� r SHEET 2 OF 2 cn � AS 4.0"OSCH40 PVC o P S �� (�if1�tELA, off 508-362-4541 S G� N0. A fax 508 362-9880 SU VCA� FG Cl 4"PVC AT 2% MIN. SERVICES T E q No:4 N down cope engineering, Inc. CLEANOUT DETAIL. . Fss NG ENGINEERS `qNO. 0 AL 1 '�/ZuI�I LAND SURVEYORS H-20 FOR USE IN PAVED AREASq UTILIZE PLASTIC COVER IN LAWN AREAS A. OJALA P.L.S. P.E. DATE 939 Moin Street — YARMOUTHPORT, MASS. JOB # 03-123 03-123 PROF.DWG DAO SMOKE DETECTORS REVIEWED SOMT TYP.IX5 /BED BARNS ABLE BUILDING DEPT. DATE Q IX5 FREIZE/BED MLD ' RAKE BRDS. \l8 � • J 52X21FiXED ASPHALT ROOFING FIRE DEPARTMENT DATE 72 BOTH SIGNATURES ARE REQUIRED FOR PERMITTING EEIE I K.-- • Q } (y ® ® ® dl� I $ ®®® ® m $ aw21 CARBON MONOXIDE ALARMS ILL . ®®® ® ® MUST BE INSTALLED PER N fl- TYP.IX5AX4 WTR2423/2446-3W 2446w ®� ®� MASSACHUSETTS BUILDING CO10D '— 1 CNR.BRDS. W/C SHINGLES ° 000DOI FRONT ELEVATION , Q 0 ASPHALT ROOFING . ® FH1 LLIJ LLIJ Z P . 2431OW 244619 2446W 2446W 2446W " WIC SHINGLES • TTP,IX5AX4 CNR.BRDS. . C235W . REAR ELEVATION NOTE I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR GOMPLIANGE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE-VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAT NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN J SIZE ' II FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. SCALE: 1/4�' = I-O 12 1212 tz ASPHALT ROOFING Z . .. .. RAKE RDS. 2446W 24d6W Q ft W/C SHINGLES aid QJ O IL UTI >- IL Oi O TYP,( 2446w ' CNR.BRDS. f-r . Q/ W RIGHT ELEVATION di) o: u TYP.1xa/Ixa RAKE BRDS. ASPHALT ROOFING 12 TYP.Uc6/IX3 LLL1 W/C SHINGLES FALSE RAKE BRDS. 2446-ZW Q ' CD FFH LLij E = Z r O TYP.Uf5/DC4 2446-21U 2446W 2446W CNR.BRDS, LEFT ELEVATION - NOTE L PURCMASE OF DRAWINGS LEAVES PURCWA RESPONSIBLESER LOCAL BUILDING CODES AND ORDINANCES J B DESGNSMAYN COMPLIANCE 2 I NOT BE HE RESPONSIBLE RESPONSI MUST BE DETERMINED BY LOCAL$OIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURALZE AND REIN 3.ALL FOOTINGS$WALL EXTEND BELOW N ELEMENTS FOR DESIGN II DEPTH. SIZE ERIFT I - Ii FOR SITE CONDITIONS OR FOR THE USE OF THESE DRdWING6 DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. SCALE: 1/4 I-O 34--0° 14'-0' 2Y 4° 4'-4° S'4° 2'-0° r----------- 1 I I 1 ' 1 I • 1 (ly�� 5 1 ----------------- r---------------- ------------------------ --- -------- ---, i- 1 •. I i , I - 1 ' ' o BASEMENT 4°THICK ; .. r--------------------------- i 4 - Oe u CONC.SLAB 1 I Qp�Q 1 1 I 1 I O 11 1 1 I ,• I N LL of p l I Q t Q � •. � T p- • r- 32XIYe r- --• r- - r- - I i ; ,� i _J_J _1 ________ I I , - - ' -----I '----- -----I 11I •� I1I I III '• III 40 CONC,FILLLDCOLTYP0 COFT l m 2'-4" I �p _ 0 1 •. 1 I 1 2'-4°IL 3-2X7 — e r- -- --------- ------------------J , --------------- - ------ 1 � I DROP 12° , 1 I 9eea�a��9�o =m6==> >e�o� 6 � 1 I 1 I 11 I I 4 r----------- ---------------- ---- ------------- -9.6.----------- I -01 -0" 3,-0° 48•-0° 5°CONCRETE WALL' ' DAMP-PROOFING CSA , • APPROVED./ ' FOUNDATION PLAN - - 2"X 6°KEY/ 4°POURED CONC.SLAB 10"X 20"CONG,FTG, n o COMPACTED GRANULAR FOOTING FOOTING DETAIL S" CONCRETE WALL L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE-VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE: 1/41I e II-0 II FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEE RA I RD BUILDING OFFICIALS, cz . --TYP.RAILING gg ' w EXTERIOR q $DECK m .. 48,-0" .. ----- ®--® -� °- O � m — JUU1lll�JJJ i 7 i ' 'p i � I/Z BATH 4 m • 1 Li oLLQ P p DINING J KITCHEN Yd 1 r-o----------- q NO LL _ 5/8 FlRE CODE DRYWALL, ®WALLS 4 CEILING. JL C 1 --------------' T- I4'THICK - i GONG.SLAB V I rd• GARAGE o a o� o 4 0 n� e'o' !'O' yd. Ye• Z ----- ------ J 9-I/2°LYL�edBOVE---_----_-- 9-VL°LVL�eABOYE N 'mom FLUSH W/CEILING g -- --_-�--------------- V .. ----- ---- -- _ ml - -vooa==3noemoo�memnoemeaee�e- _ 4 CEILING LINE LAUNDRY EE I CLOSET i - °l LIVING FOYERp 2,4 i CATHEDRAL f 2X12 HDR. e'o Q e COVERED PORCH ' 8IX4' r^ ' STEP 9'-0' 9.-0" 2'-6' 3'_10" 6.-0" 10'-8" T.-0" Is-0° 90-0' FIRST FLOOR PLAN — NOTE L'PURCWA5E OF LOCAL BUILDING RAWING5 LEAVES ODES AND ORDINANCES.B DESIGNS MAYRCHASER RESPONSIBLE FOR NOT BE HPLIANCE WITH ALL ELD RESPONSIBLE 2.MUST BEEXACT ZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4•VERIFOOTINGS SMALL EXTEND BELOW Y STRUCTURAL ELEMENTS FOR DES GN I SIZE FROSTLIKE-VERIFY DEPTH. FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. SCALE- 1/4II 1-0 S h . q s 48'.O° 2'.8 lo,-2" 4,-4" T'g° 6,$° 2'•8" LID BEDROOM 01 1 M/BATN n - ; -----------=- - --- 1 p CCV �i a� 4 Yo' to Q 0 R M/BEDROOM 3'(a° 3'6' n'-Y1 '-41 lo'-z°t I LINEN Z„ Lill Y YJ• 1d' 18• )D S ALLWAY\ BEDROOM#3 udLF WALL -� c � o :.ro• �.ro� r�• S p 'o m Z v liz i � I i ' 1 .. � BATH =Lj TYP.CEILING LINE ------------------- FOYERc BELOW LINEN 7 3'.2° / \ STORAGE / ROOF ` / \ ---------------------------------------------- z SECOND FLOOR PLAN NOTE L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3_ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-YERIFY DEPTH. �• LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE 14ELD RESPONSIBLE MUST BE DETERMINED BY LOCAL 601E CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN!SIZE 5CA LE �/4 I = �'_�II FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONStRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOGdL ENGINEER dND BUILDING OFFICIALS. 1 1 1 1 TYP.RIM 1 2x10'e fit 12° II Imj} x$ r—2xida A IS'OG.-- �I 1 • - - - - - - - - BEARING WALL BELOW 94/2°LYL'e BELOWco 9-V2°LYL�e II ir TYP,10'DIAM,CONC.FILLED 3.2X8 PT TYP,HANGERS TUBE ON 24°X24'XW FTC, I ? ' I OR EQUAL0— - II I L1 I I 1 1 2.10,6 @ 16'O.c-- 1 Q rL 0 IL I d _ 1 I i 1 DclO�e 0 16'O C: _, Cv u_ 1 II II I O 1 '0 16°O.C. II I, 1 II 11 1 II II � 11 1' 1 11 I' 1 HANGERS 2XI0 2X6 P,T.SI TYP,RIM ' -- -- -- -- - - • 11 - 11 'I 11 II SECOND FLOOR FRAMING PLAN -------------------------------------- 2X6 P.T.SILL - ----------------------- 2x10'e A If O.C� x 1 1 ' 1 1 ' I tt4 NAILER I 1 ' ' tt}DALID7ERO 4'nAXaEAR OPACE SEMEEN , GIRDER BELOW i 1 m 1 AAA= ' 1 1 Z l I 1 1 1 1 1 1 emBIG , , 1 x)OLAUM,RAWING I 1 7 . X ' N 4 ALLWL PLYH DLOCx WACE1 tt1 HALER a4 DEcxIW ' • J ~ I tQ'04M.LARRDOLTe . r boo's o 16°O.0 S I i • Or-STAGGER� � 1 )ttO PJ.BEM � u• 1 tte Px.o w*O.C- ' THROWN EACH ' I BITI1TW Y4'DWLBOIS ' 2XIO,e D 16°O.Cl ' tte NAUEa MEFAL A7roT'vaGElx B eon+Elmo of I EACH JOroT B 4'.0 B LTDGER BOLTED TO IL - . DLOCKBIG D-3I1'LAG DousOLIO X 1 O[ ?a•ot,eTAccETL � 7w,NO RS 1 n METAL POST ANCHOR W"' ' O 2DOXA M.FLASNM D'DIAM.CONLFL�IE BABE •• nIK4•-O'BELOW6RADE GIRDER BELOW ' GRADE == _ __ __ -------------------- D n EXT.DECK DETAIL � FIRST FLOOR FRAMING PLAN NOTE 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2,EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE 14ELD RESPON5IBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN i 51ZE SCALE; 1/411 = I'-O II FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. Flr ________________________________________________________________________y • I - I I 1 I I I 1 1 1 1 1 \\ , 1 1 S 2x10'e®Ib°OLD , I I 1 2xIO'e 9 16°OLD I 1 1 1 • 1 I 1 I 1 1 • , I 1 .. 2XI2 RIDGE , I 1 . 2XI2 RIDGE ZX12 RIDGE 2X6 BLOCKS 2X6 RAFTER 2XIO'e 0 16"O.C— I VS304 I 1 I 1 LLLL ' ' 1-----' 1 Ir rQ r 2xIO'e 6 I6'OC-- IXS/IX2 RAKE BRD, O 1 IXb SOFFIT ot o i i 1-1/2 BED MLD. 1 ; IXb FREIZE BIRD, ol_ ! ____________ , I ______ ______________________________________________-. I 1 1 1 , -----------------1 IN ROOF FRAMG PLAN ---------- SIDEWALL TYVEK OR EQUAL Q y 1/2 PLY.SHEATHING o SHINGLES STARTER COARSE =�� 0 o; i 2X6 P,T,SILL 1/2X6 SILL SEALER . o o -- 2-05 TOP RING 2"CLEAR D GABLE / EAVE DETAILS 1/2X12"ANGHOR BOLTS EAVE o d 4 SCALE =IFT, 0 art b,O G. D SILL DETAILS d SILL 1 — N, OTE i LOCAL BUILDING CODES ANDURCWASE OF DRAWINGS YORDINNES ANCES J B DESIGNSIMAYBLE FNOT BE HEOR LLD RESPONSIBLE IANCE WITW ALL 2.MUST BEEXACT IDETERMINZE AND ED BY LOCAL SOIL COMENT OF ALL NDITIONS AND ACCEPTABLE 4.VERIFY SNCRETE FOOTINGS 3,ALL TINGS SWALL EXTEND BELOW TRUCTURA ELEMENTS FOR DESIGN 4 SIZE ERIFY DEPiN. ' SCALE: I/4 11 = II-O II FOR SITE CONDITIONS OR FOR THE USE OF TWESE DRAWING6 DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. t , RIDGE VENT ' RIDGE VENT 2XI2 RIDGE LVL RIDGE • 2XIO RAFTERS 6 Ib"OZ. 1/2°PLY.SHEATHING e C.J.®Ib 2XIO RAFTERS 9 Ib°O C. ° ASPHALT SHINGLES y 1/2"PLY.SHEATHING 12 Kf ASPHALT PAPER ASPHALT SHINGLES 12 2XIO RAFTERS 9 Ib°O.C. ® Q V2"PLY.SHEATHING R30 INSUL 60 ASPHALT PAPER Ix3 STRAPPING x ' ASPHALT SHINGLES 112"WALLBOARD _ d 1/2"WA BOARD R308TRAPPING — BEDROOM 03 2X4'e® "O.C. �3 . WALLBOARD TION V2° ® RB INS WEA V2°PLY SHEATHING ' 3/4°T/G FIR PLY. TYVEK AP OR EQUAL NAILED 1 GLUED. SIDING } Z In".WALLBOARD LIVING ROOM — 2X4'e 51 Ib"O.C. RB INSULATION CATHEDRAL m R30 IN' O Vr PLY.SHEATHING TYYEK WRAP OR EQUAL ® L0 STRAPPING 9•V2"LVLb Q ? At ' SIDING 5/B°FL.WALIBOARD .I 314°T/G FIR PLY. ' - I NAILED 1 GLUED. 5/B°F,C.WALLBOARD GARAGE 2X4'efi11b"OC. � O OBI 1/2"PLY 6HEdTHING io L O a RP9 INSUL 2XI0'e Ib'OZ. — TYVEK WRAP OR EQUAL ' 0 SIDING a 4°THICK O 1 - BASEMENT CONC.SLAB 4"THICK ` coNc.sLAB a a GROSS SECTION (D) CROSS SECTION (A) N 1�zs ASPHALT SHINGLES ASPHALT SHINGLES c 150 ASPHALT PAPER 150 ASPHALT PAPER 1/2 PLY.SHEATHING 1/2 PLY.SHEATHING I I Q .. Z VENTED DRIP EDGE / I VENTED DRIP EDGE 5°ALUM.GUTTER 5"ALUM.GUTTER O ' TYP.HURRICANE TIES IX8 FACIA IX8 FACIA IX8 SOFFIT IX8 SOFFIT 1-1/2 BED MLD. 1-1/2 BED MLD. IX&FREIZE IX6 FREIZE D EAVE DETAILS D EAVE DETAILS EAVE EAVE NOTE. L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL-2-EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SC ALE; 114" = I'-O 11 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. - - RIDGE VENT 2XV RIDGE12 - 12� R 2XIO RAFTERS 9 16"O.C. V2"PLY.SHEATHING RIDGE PENT L5M ASPHALT PAPER - 2XI2 RIDGE - o ASPHALT SWINGLE . , . 2X8 a CJ.9 I6 x� R301NSUL _ IX3 STRAPPING ►.t�� 1/2"WALLBOARD - - M/BEDROOM r. 2X6 a I/2"WALLBOARD Z 2X4'e 0 16"O.C, _ 314"TIC.FIR PLY. RI3 INSULATION NAILED!GLUED- 1/2"PLY,SHEATHING _ �—1XI0'e 9 12"Ot. TYVEK WRAP OR EQUAL Q - SIDING 9-1/2"LVL'e IX3 STRAPPING - TYP.HANGERS IR°WALLBOARD - - - RIDGE VENT - Ln 1 LIVING ROOM DINING AREA 2XIIRIDGE } O Oy �i rL Q`T � I 3/4°T/G FIR PLY. 12 NAILED!GLUED. A 12 ° 2X10 RAFTERS E I6"O.G. �6 PLY,5HEATHING - .. r—2Xi0'e 0 I6"O.C.—> 2XIO'e 9 12"OL.—� 2XIO RAFTERS ID 16"OL. 6 I5#ASPHALT PAPER 1/2"PLY.SHEATHING ASPHALT SHINGLES 3.2Xi2'c GIRDER Rig INS'9 ® 15►ASPHALT PAPER ASPHALT SHINGLES 3-V2°CONC.FILLED - LOLLY COLLUMN. - 2X8 e C .Q 6 OL. 2X8 a CJ.9 16 O.C. \ _ BASEMENT R30INSUL IX3 STRAPPING [S V2"WALLBOARD ® c!) . - 4 THICK - CONC,SLAB 12 BATH . 2XIO RAFTERS 0 16"OZ. 12 r D I!1"PLY.SHEATHING v / 15#ASPHALT PAPER 3/4"TIC.FIR PLY. ASPHALT SHINGLES I NAILED!GLUED. CROSc> SECTION (B) __ •ems r 2XIO'e1012"O.C. o IX3 STRAPPING - - 3-2X12'e 1/2"WALLBOARD z KITCHEN 1/2"WALLBOARD Q 2X4'e 9 16"OL. Q , i0 RI3 INSULATION iD u 1/2"PLY.SHEATHING p TYVEK WRAP OR EQUAL Q R SIDING z 3/4"T/G FIR PLY, I)< I NAILED!GLUED. . 2-2XB'e PT 2XIO'e.9 W OL. nce'.vtaw _POST ANCHOR v.wu+Gve _ R19 1N5UL 3-2XIA GIRDER D -1/2"CONC.FILLED LOLLY COLLUMN. BASEMENT �j 4"THICK - GONG.SLAB F CROSS SECTION (C) NOTE' L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, ® LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENT5 FOR DESIGN t SIZE SCALE= I/4" FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION."' - PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, - 1 . SKID D TEDTORS REVIEWED vS3oa BARNS ABLE BUILDING DE PT. DATE . TYP,IX5EI SOFFIT = _ IX5 FREIZE/BED M AK IXS/IX3 - _ FIRE DEPARTMENT DATE c - RAKE BRDs. _,z _BOTH SIGNATURES ARE REQUIRED FOR PERMITTING D 52X21 FIXED ASPHALT ROOFING 12 - CAP - ca EDED ® � ® ® CgRSDN�DND �lusrSE1 XIDEA(A ED AW21 Y ®�®� ASSACH(ISf�SB ZUDP R S p 4LL ®� UIZOINOOODE N TYP,IX5AX4 WTR2d23/2dd6-3W 2446W 0 CNR.BRDS, W/C SHINGLES FRONT ELEVATION . z � U - z 0 u ASPHALT ROOFING E rFHI z . - - 2431OW 244GW 2446W 2446W - 2446W - W/C SHINGLES - - TYPJX5/IX4 CNR,BROS. ., C235W REAR ELEVATION = NOTE. L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN i SIZE SC A LE II411 ° I-O n FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION- PRACTICES OF CONSTRUCTION-VERIFY DESIGN WITH LOCAL ENGINEER, WITH-LOCAL ENGINEER AND BUILDING OFFICIALS. 12 12 12 12 g�\` ASPHALT ROOFING . z TYP.IXS/IX3 - z cq . RAKE BRDS, 2446W 2446W WIC SHINGLES ® O N n LL . - Q t T TYP.IX5/IX4 2446WRIM[ GNR.BRDS. r--y W RIGHT ELEVATION O 12 _ U 6 U . TYP.LXS/iX3 .. RAKE BRDS. ASPHALT ROOFING t2 12� Fm TYP.UCB/DC3 WIC SHINGLES FALSE RAKE BRDS. di - - - 2446-2W CD di O LLLI LLij LLIJ EEI 2446-2W 2446W 2446W - TYP.IX5RX4 - - CNR.BRDS. LEFT ELEVATION = NOTE; L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONGREIE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE WELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE CJCA LE I/4 ° I-O II 16 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. s k 22'-4' ... 4-4' . 5-4" 2-0' 5 elf ys$(�¢� 1 1 i 1 g 1 i nq - ° r---------------- ------------ -------------- --- --_----- - -- -------- ----� :o I 1 ° 1 v BASEMENT ( 1 ,•_ _ e I ID ----- ' - 4"THICK 1 r. r--- I Q - ' i - I @ n CONC,SLAB I QD 1 •r � I = 1 I O A Y 1 1 r• I CV u- I I Q TV ---------- _ ;Q i _____ _____ ____J I r I r•I 1 TTP,30" 30"XI2' I /JAI . CONC,FTW/3-I/!"RD. I CONC.FILLLLLLLLLLEEEEED COL I I 1 1 I I I C r4l I '> I I I I I I I I I I I I DROP 12" -- I1 r---`--- -- -------a------------ ------------ ------------- YI '• l `-----' `-----' 1 i Q I I IS L -- -----------J ( D - ,------------------ ------------------ 1 A T-O" 1.-0"301.0. Z O 49'-0' a"CONCRETE WALL, - DAMP-PROOFING GSA _ APPROVED./ FOUNDATION PLAN / /- 4"POURED CONC,SLAB 2"X 6"KEY/ - ! 10'X 20"CONC,FTG. n n COMPACTED GRANULAR / FOOTING FOOTING DETAIL 8" CONCRETE WALL - NOT 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL. - 2EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS - 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - u - � LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE- I/4° = 1-O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PR OF CONSTRUCTION. DESIGN WITH LOCAL ENGINEER. IDITH LOCAL ENGINEER AND BUILDING OFFICIALS. - _ P�TYP.RAILING EXTERIOR QEGK n IZ'XIO' Ax 48.0 34'-0 14-0n .. 1 Jta1 7 P , I/2 BATH Ln 4 DINING KITCHEN i FIRE CODE DRYWALLt Q O QI O 16 WALLS t CEILING, i Cv --------' 1 4"THICK CONC.SLAB Ye' GARAGE "o r� O IT'4014" 4'1" 9-0' 9.1/2"LVL's ABOVE b j-9-1/2"LVL'o ABOVE Q ----- ------� FLUSH W/CEILING--------_-_-_-_-_ CEILING LINE LAUNDRY J I 1 Q 3 n 1 2x8 CJ, —� ` a m� r r-------- u_ -----I z@ 1 CLOSET nLIVING FOYERI ; i 2-4 1 CATHEDRAL- i 2XI2 MDR, Q m 1 j-0 t I COVERED - - I (� PORCH 0 . y i v 8'X4' rO I STEP . 9'-0" 9'-0" 2'1a° 3'-10" 6'-0" 10'-8" Y-0" . 48-0 FIRST FLOOR PLAN NOTE: L_PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SMALL EXTEND BELOW FROSTLINE-VERIFY DEPTFI_ LOCAL BUILDING CODES AND ORDINANCES_J B DESIGNS MAY NOT BE MELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN d SIZE SCALE: 1/4" = l'-C 11 - FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS, x� mm� 48'-0° - 34'-0° - 14'O° - -2'.8° 10'-4° 4'-4° N !n i O $ = BEDROOM#2 u _ O o _ M/BATH + ------------- — --- .v u - 4 4 a-ro a-to 4 N [L i 3'-b° 3'$° m M/BEDROOM S O - - 1 LINEN . V ta• 7a' 7�' &LLWAY fl #EH h BEDROOM#3 TYP.HALF WALL r��2: 4-5 ____-_--____ �_ Ica 9 L -BATH TYP.CEILING LINE -- - --- ------ --------------- -- FOYER BELOW LINEN 3'-2° / STORAGE / ROOF / ----------------' I� SECOND FLOOR PLAN - NOTE: L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE WELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SCALE: 114'' = I-O° FOR SITE CONDITIONS OR FOR TWE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITu LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. t a . - I TYP,RIM _ I K 2XIO's a I2"O.C,-- BEARING WALL BELOW- - - - - - - - - - - - - - - - -' - - - - - - - - - - -{'�II�- �I - 9-Yf LvL's BELOW- Z LYL'e. TYP.HANGERS 01 ----------------- Lu TYP,IO"DIAM.CONC.FILLED I I i - a i 38 PT TYP.HANGERS TUBE ON 24"XZd°XYt"FTC. -TX I . OR EQUAL 1 1 1 O Q`I I II 11 ' � LLA 2x10's�lb"pt >L I r 2x10's 9 I6°O.C. i r O a � N Q � - m V O.C. o „ 11 , 1I iI , 1I I I II TYP.HANGERS 2X10 - 11 11 - -- -- -- -- -- 1- -- -- - - -- -- -- -- -- - " ZX6PT.SILL � TYP.RIM I, 'r�---------------- -- - -- -- -- -- -- -- -- -- -- -- - - -- -- - _SECOND FLOOR FRA1 fINCs PLAN _ $ 11 '�------------- -- I L 2X6 P.T,SILL .. O --------------------------- _ V _ . 2xIO's Q If OL,—> H i 1 i I uz BaueTEes a'nax,CLEAR WAGE 6ETEEeM - ' GIRDER BELOW 1 - - I 1IiA som 1 1 OZALM.FLAs11146 i - . x4 An.PLYYIM BLOCK SPACER x xc 4 Ku w w . .- - DclOb Ib"OG.� 5 II _ `, I 0 4'oc,�A�L� I 1 2D16P.T.BEAM I L(B P.i.®lb,OF. , K17N TBK)v4'DW7.80L78 . <—2x10 s• G 9 16"O ��1' ' Dle KAaER METAL XIST"LAGER s BTN O erns Of - - I - - �, eAFlI.gGT D Ut8 LEDGER ROLLED TO SOLID a' _ - , d &OCKNG 0•°J4'lAG BOIiB .X II F.(I 1 D TYP.HANGERS 'r - - pD r METAL PO Aucuoe . ' G moz Aun.rL.>elsrw I^' D'D14M.CONCRETE BASE - . MK10'11EL0W6RADE GIRDER BELOW - i GRADE LLI EXT,DECK DETAI FIRST FL°OOR FRAMING PLAN , N6TE; 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPCN518LE FOR COMPLIANCE WITH ALL 2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE.. MUST BE DETERMINED BY LOCAL SOIL CONDITIONS.AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SCALE 1�,4° ° �''-O u' FOR SITE CONDITIONS OR FOR THE USE OF 7HE5E DRAWINGS DURING CONSTRUCTION.' - PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER. W17H LOCAL ENGINEER AND BUILDING OFFICIALS. I _ y 1 I - N-- ----------------------------- 1 5 i i _ b I , - 1 - 2X12 RIDGE,.: I > - 2XI2 RIDGE .. , 2XI2RIDGE — z i 2X6 BLOCKS dk 2X6 RAFTER i I r------------------- ------------------ r--- 1 1 t.O r—2xio'e a 16°OLD V5304 r' 'Q p m (L N 2xlo'e 9 16°oL-- i IX8/IX2 RAKE BRD, O IX6 SOFFIT o o i - 1-1/2 BED MLD- - - IX6 FREIZE BIRD, 0 1 � _ m i1_________________' •. ROOF FRAMINCs PLAN L__________________ SIDEWALL TYVEK OR EQUAL y Q z 1/2 PLY.SNEATNWG SHINGLES STARTER i COARSE _ o v n i 2X6 P.T.SILL 1/2X6 SILL SEALER . o 2#5 TOP RING 2 CLEAR D GABLE /EAYE DETAILS EAVE o d 1/2X12 ANCHOR BOLTS 4 SCALE =IFT- o bI O.C. D SILL DETAILS SILL 1 LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY.NOT BE HELD RESPONSIBLE - .MUST BE DETERMINED By LOCAL 501L CONDITIONS AND ACCEPTABLE. •4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN d SIZE -_ NOTE; 1,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2,EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE-VERIFY DEPTH. FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER- WITH LOCAL ENGINEER AND BUILDING OFFICIALS, . SCALE= I/411 RIDE VENT G RIDGE VENT LVL RIDGE _ 2XI2 RIDGE . - MO RAFTERS O Ib"OL, 1/2"PLY.SHEATHING - - e C.J.A Ib 2X10 RAFTERS 9 W O.C. . ASPHALT SHINGLES ASPHALT PAPER 1/2"PLY.SHEATHING AS 12 50 ASPHALT PAPER ASPHALT SHINGLES 12� 88CA01& O - .. 2XIO RAFTERS 0 IS O.C, U2"PLY.SHEATHING R30 INSUL Q 59 ASPHALT PAPER IX3 STRAPPING omo ASPHALT SHINGLES V2"WALLBOARD °P d t R30 INSUL 1/2'WALUBOARD , 1X3 STRAPPING - — BEDROOM #3 2X4's® "O.C. . I/2"WALLBOARD ® R13 INSKATION Vr PLY s - SHEATHING TYVEK RAP OR EQUAL314" - LIVING ROOM NAILED T/GED FIR PLY. SIDING IQ".WALLBOARD NAILED!GLUED, Z RD INSULATION 16'LA ION CATHEDRAL RB INSULATION � 1/2"PLY.SHEATHING `O - R30 INSUL *. - TYVEK WRAP OR EQUAL ® DO STRAPPING S-W LVL'. Q � f SIDING _ 518°F.C,WALLBOARD 3/4"T/G FIR PLY, - NAILED 4 GLUED. — 5/8"F.G.WALLBOARD - In _ I 1 1, 1 1 _ GARAGE 2X4'.91."OZ. O _ �I -IR°PLY.SHEATHING m O R19 INSUL 2XI0'e kl 16°O.G, TYVEK WRAP OR EQUAL . a SIDING rL L]I � CL �01 a BASEMENT CONc SLAB O r. 4"THICK a CONG,LAB D Z CROSS SE( 7 N (D) CROSS SEC?ION (A) `n ASPHALT SHINGLES ASPHALT SHINGLES 150 ASPHALT PAPER 150 ASPHALT PAPER 1/2 PLY,SHEATHING 1/2 PLY,SHEATHING 1 I Q Z VENTED DRIP EDGE 1 VENTED DRIP EDGE „ 5 ALUM,GUTTER 5 ALUM,GUTTER L TYP,HURRICANE TIES IX8 FACIA IXS FACIA IXS SOFFIT IXS SOFFIT 1-1/2 BED MLD, I-1/2 BED MLD, IXb FREIZE IX6 FREIZE D EAvL DETAILS EAVE EAVE DETAILS _ EAVE 3 NOTE: I.PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2-EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3_ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH- - LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE CJC A LE I�Q.❑ _ ':I�-O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. .PRACTICES OF CONSTRUCTION,VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. _ - RIDGE VENT - 2XI2 RIDGE 12 e 12� 12 K 2X10 RAFTERS 9 16"OL. �6 - U2 PLT,SFiEATHiNG RIDGE VENT 150 ASPHALT PAPER 2X12 RIDGE ASPHALT SHINGLE , - `(➢ 9i 2X6 a CJ,o 16 OL. R30 INSUL xi IX3 STRAPPING m .. . VZ"WALLBOARD MIDEDROOM •• V2"WALLBOARD j 3/4°T/G FIR PLY. 2X4'e fit 16'OL. R13 INSULATION co NAILED 4 GLUED. I&PLY Z .SHEATHING - - r-1XI0'e 9 12°OL.—� TYVEK WRAP OR EQUAL _ Q SIDING 9-1/T LVL'e IX3 STRAPPING - - TYP,µANGERS IQ°WALLBOARD RIDGE VENT LIVING ROOM DINING AREA 2XI2RIDGE 00 O N LL r Q 4 p 3/4"T/G FIR PLY. p - NAILED 4 e 12 GLUED � � X RA I '2XIO RAFTERS 9 b 0.... 12 �6 1/2°PLY.SHEATHING 2X10'e 6 I6°OL, 2x10 e 9 12"OL. 2XIO RAFTERS'd 16°O.C. b 15's ASPHALT PAPER - 1/2"PLY.SHEATHING ASPHALT SHINGLES 3.2X12'e GIRDER R19 INSUL ® .150 ASPHALT PAPER ASPHALT SHINGLES - 3-V2°CONC.FILLED - - LOLLY GOLWMN, 2X8 a CJ,9 OL. 2X8 a CJ.51 Ib OL. BASEMENT R30 INSUL. Z L0 STRAPPING _ Ox V2"WALLBOARD ® ct) - 4"THICK CONC.SLAB ATH t2 R LT 2XIO RAFTERS 9 V OL. . 12 C� D I/2"PLY.SHEATHING �JVJ 156 ASPHALT PAPER '. 314"TIC.FIR PLY. - ASPHALT SHINGLES I NAILED 4 GLUED, - I C tt .ew o 2XIO'e912"O.C. p „ CROSv SECTION (B) _- - IX3 STRAPPING - 3dX@'e 1/2"WALLBOARD z KITCHEN 1/2"WALLBOARD Q 2X4'e 9 16"OL, Q - R13 INSULATION m u 1/2"PLY.SHEATHING � p TYVEK WRAP OR EQUAL •Q SIDING Z 3/4"T/G FIR PLY. IX NAILED 4 GLUED. CD 2-2X8'e PT 2X10'e as T OL, POST ANCHOR txe'.nom' - v,weatiz Re INSUL 3-2XI2'e GIRDER — Sg -1/2"GONG.FILLED - - LOLLY COLLUMN. BASEMENT _ io 4"THICK GONG,SLAB Tn CROSS SECTION (G) NOTE' L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITµ ALL L EXACT 51ZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FR05TLINE-VERIFY DEPTH. _ - LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SC A I E: I/4�I = I=0 FOR 511E CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING GON67RUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ASSESSOR'S MAP 273 PARCEL 204-006 LEGEND�D ALL SYMBOLS ARE UTILIZED. ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 S11°59'02"W W FIRE HYDRANT MIN. LOT SIZE 43,560 'S.F. 101.24 ,yY° • MIN. LOT FRONTAGE 125' sOo WATER GATE VALVE MIN. LOT WIDTH - N CATCH BASIN V MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' [55] PROPOSED CONTOUR MIN. REAR SETBACK 15' 66 DECK SIGN ZONING DISTRICT: PI - AHD 5' 21. TH1 MIN. LOT SIZE 10,000 S.F. H TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) "' TOP FN D 67.7 p MIN. LOT WIDTH 65' 22.9' CLEANOUT MIN. FRONT SETBACK 15 311- o co o! j PROPOSED (0 \ / MIN. SIDE SETBACK 10' Cn HOUSE LLJ 6 6 EXISTING CONTOUR MIN. REAR SETBACK 20' _ 0 rri 25 2' 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE Q GROUNDWATER PROTECTION OVERLAY & AP CD APPROX. TREE LINE DISTRICT INV. 67.2 Lot + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C 61.7 -.�. (FEMA FIRM PANEL# 250001 0005C) 9-19-85 Area=10,002E S Ft "'' N q� '�z' • '. -� PROPOSED LEACHING PIT REFERENCE: "'-•; 6'X14' EFF. DIA. PITS PB 610 PG 95&96 Or `J S SEWER LINE 0.23E Acres � K` DjtL IJ ri CIDENT� SITE PLAN O� ' .°43'16"E N12°43'16"E ° 101.25' W WATER LINE GAS LINE E E E E E G PREPARED FOR: � - E U.G. ELECTRIC S S S 10070' R AN c __4 ANTIQUE STYE POST LIGHT BAYBERRY BUILDING J q I D E J LOCATION LOT 9 #59 SCHOONER LANE f SCALE 1 0 DATE 12-20 07 Tl 2 TE REV 12-8-09 W W W W SHEET 1 OF 2 > » 1 01.25 ��SN OF Mg 0 ss ��SH OF ygSs 02.51 N12°43 16 E o N12°43 DANIEL DANIELA.9cy�cn .g � off 508-362-4541 LJ A• OJALA fax 508 362-9880 ITl . n <� OJALA CIVIL, Cn No:40980 No.46502°"S Q ENG down cape engineering, inc. 6s5\ U STM CIVIL ENGINEERS R`1 NA;.- Scale:1 = 20 Z-109 LAND SURI/EYORS DANIEL A. OJALA .L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS 0 10 20 30 40 50 FEET JOB # 03-123 03-123 PROF.DWG DAO GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCH GRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND AT EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE TO PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS Z AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD w SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER ~o BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA b 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"OSDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.) LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL L 0 PVC AT 2% MIN. FRROMOM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. �° NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. E 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. }' SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES _ PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT LOCATION : LOT 9 #59 SCHOONER LANE GRADE AT EA. END. POURED CONCRETE DONUT r DATE 12-20-07 1.5 CU.FT.f REV 12-8-09 SHEET 2 OF 2 4.0"OSCH40 PVC of Myssq off 508-362-4541 DANIELA. yGN fax 508 362-9880 o OJALA T`1 4"PVC AT 2% MIN. SERVICES " CIVIL cnq �No.46502 Q do wn cap e en gin eerin g, inc. CLEANOUT DETAIL ° - T �� /_.,q Cl /L ENGINEERS SS/0NAL I& \ Z��f V LAND SURVEYORS H-20 FOR USE IN PAVED AREAS { DANIEL A. AI P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS UTILIZE PLASTIC COVER IN LAWN AREAS f JOB # 03-123 03-123 PROF.DWG DAO ._gill ._ --- �- - _ _ - -'-- - - r , .. _.. -__ o __:gill;.: _ - SF?HALT.ROO RAG_.�.___ ..._� A o' _._.__..:. .. gill.. ._... _ s H- .::_ - ._� -� ._....._._.._.._._-..__v �.. __'__.._.._. .�..an, -. ...... :. -..:.�: �... . __.�.. ? /;�.._oo. _.___—._-._,.._ . ^'•'1'•"°n" ...�..:.._.._:... -- =-- �» ...-.... ._.. _ ..--TYP. 1X8 w , 7._-...:.:._.:�.. _--__- : _�--_-_ _- /i . . � :gill . _.:_.� _— _ -.___�::. ,.•,�. ;:...,. _� _�_:. ,._._- o .. -_.... . _. UCS .-.. - ... �,_. I2X6 StDING tYS ED ..-__ FREIZE/B mooW-.... - RS MIMED'. . -- . �. r-- v y '- wwauuv++owvevwvw ve+eav+vev vvve"v evwavv n la ._, ._ ....:�, t-7-_...t. >.._..: - L.I f 7I...S_.1..3.._•., .I.1;: _ ..__ ,...J f 1 T. - ATE Yf-f "r .. _:� > .7. �_.___ - r :. . 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L- BAYBERRY 'SUILtaWG CO, RANCH/CAPE NO ��(�� 1✓o�L�fi�l?HEP, (L�✓//Voo000 4-27-(O'. u JB �_L of 7 Ira,,,€-O„ ✓ d /�.gl�,�///�.g . . ,. ' � - ... .,ter=�•r•rT•T+mi'i7a T I•ur•Tmr•,r*t*rvr � r,��. ' -uI (U P,;RGH64E OG DRAWI)iG4.LEA'/E4:PitRGU.4ETi RE4vDN4!BLE FOR COMP.tdNCE USN All '.(Tt EXAGt E3ZE 4ND REINGORCEIENT OG A'L GONCRE•tE GC.OtING9, '- l5,ALL FOOT4W'S 6HAL1'EXiENO Bc^:pL FR.4iLi!:E'YERiGT �J / LOCAL-EUID"G CADc4 oND ORDMAhCE3,AS„aE41GNg nLY.iOT BE HELD RE4PO�d41.1E e-W BE DE-MM+:ED G5Y LOCAL 80i CgWi:puS A.r ACGEPTASLE f.,IER�Y Si.G:,>G;VRAL E�EYIENiS GfR DE.S*-a-SIZE P.O.60X J95 /L/1 ��//` /� O� GGR SIT C Iv",IT,GNS OR:OR'NE J4E a:HE4E DR - - - _ f✓L�OJ 494r9534 1 A,AGIG4,D'JRI�•G CON4•>Lt{GN. PRACTiCE9 CF CO>15TR,1GTION.vER1�Y pESpN WTTu LOCAL EM1G:.�'EESi: Wtu LOCAL_�MEEQ ANp 9U>LDNfi OfF{!,y4,- pFBr B.dRh5t<g1.E tSl py>6A.. - Z -45t .. .21v,g15 d ____-_ _ .. - - ...�' LATERAL UPLIFT' -'8 GONGRETE WALL . .. -v : . - : - _• .: ANCWOR.BOLT AND - - '.'DAMP.:BROOFIN.:o CSA Q 3 X3•XI/4'PLATE'WASWER ,::APPROVED, ° 2X6 PT:PLA'. SHEA a 0W :'O. �: . : TYP.SPACING 4»".OURED,CONC:'SLA9' } r .:.j _ . `.Q - - - •� \�. 2X6 KEY a , °d•n A ".a ,. °• A e ' d B "PACT ..DATE .. , ab d °G G inn '. ,. � N :.. . ,�: ''� --_ `" -____-�• ',,: ;. :, i e o. a . o a ° : ,: „�, .. _: ._ .' � v. � :a.:Q•n�.'Ga ...B'o tr - .. 0•a 'a•i, B n b-d G�o• .... , , - : i ,.: is , .. , .. t- �. .',: • D .." FOUNDATION'WALL ;.. ..-.. _. :: - ^; �' � �' x .»_ -. � � --,. .. -.., ° '.La Bs .'�b•� - ~�D:°-. da d �de d° 'Da EVASEMENT `� 6'-12"FROM EN7 .,._.} �, q °,., e i•. FOOTING . (ABOVE) - ,.9 ,,.,. s, QT :: a? e_•.. °. .0=PLATES '• a , O ° Q .OTING�z DETAILS _ p a. } m °oa. S 'CONCRETEALL • OR Eli A".. a " ' v. ' : .. f V Y O. ,..... ,.>s �`�`cE'Ya':rT�•.. ;r>.F1.,-.., :tcF- ./:>,.ns:.A'�? _- - cl , X ; " TYP. ANCHOR BOLT SPACINCx N m _ - - - _-- -= . . GARAGE: _ VV✓f #; 7X10' e.46 O• O e , , J , q a'--. 14 .- n. : ... X? �,•:_., s - ... - __ ------- _ ---- --- 4•-Cju n --------------- , ... v .. - �� y �_ _uL:_'--� ____._..�. -'Q .., ." 11' ;.. IL-415n .. �- 3-0" __--- ' ET O 6 : _23'-0" - -- -------- - O 14 O � 1U' I !q O E- �„ --- ; _ 30'-2'h"_. - - BATH `-cEx.iNG =U N __ _. - \\ 0 BEDROOM'3.. m ---------------- . . ..WINDOW � DOOR 5G}-IE1�ULE _ � B,_ ; o O N ID QTY HANUI=, 'mbbEL 0 R.O.: NOTES �LERIM - - *�p^'� J�-}�� PLAN � A 8. ANDERSEN �:'DH2849..: OUIV1/hV l (ON P1�f`il�i 32"X57 - __ B 2 ANDERSEN - _.:DH2840 32'X48" FDY @ o-G• "`»_ .. : a •" I"` ,,. -C 1., ANDERSEN 'LCTG2/C235 ...48-i/2"X61-314" BELOW r a- - 4._ - ------ - �n - :GTN26-2 - - D I :ANDERSEN _.. 68"X36'=1/2° ,'. ,. S_ -fit+-•2�.,,^^^. - y� ANDERSEN :.TW2846268"X5l rw ',r't 1_- ANDERSEN•.'.•./ s :i�.' .,, E - .':NLGDI20611_d ;II'-93/q'.X83" -- _ _ - •e..r ;rc t-.all :y'P.,•,<* '- 36-1/2X24-5/8" , A31V �: - . 11 ANDERSEN AN61 STAT; " .... _-_-_ ----- - 23 O k H t_ ANDERSEN :GIR24 28-1/8. GTG3 - X38-3/4" - 'ANDERSEN T2 318 VELUX —V56O6 44+3/4"X4h-l/8" � .. .. GARAGE TRAN: 38.1/2'X53 - MAIN ENTRY ---------------------------- I -- •2 :. `4868RI-1 9-LITELI7E 34-1/2"X83" GARAGE DOOR- _ . SECOND FLOOR PLAN NOTE:. CASED'OPENDNGB; R.O.CARD 2"TO WIDTH AND 2-1/2"TO.HEIGHT.J - - NOTE:-. WHFN ptjILDINn+STAIRS ALLOW_FOR 3/,4"FLOORING m:FIRST 4 SECOND FLOOR,, BUILDER. JbES ADDRESS- _ `DESIGN .. Ot/". .. ., ... OATEN REVISION DRAWN PAGE SCALE .. aft tali � o > —� D Finns BAYBERRY BUILDING CO. RANC1-I/CAPE NOME,' 4-21-10 a JB •�OF 1/a EiNFORLEMENT OF A' BETE FOOTJ.66" (3/ALL FOOnSN 5.1ALL:E 5aEN'D ESELLVI FROSTI�NE vERiFY'DEPTH. =�`•-- •. ••'—'•"••'�"" Uj fV P:X2GNdbE OF DRAWN,a3 LEAvEB F"+RLH45ER;RESPONB{BLE FOR CGYFLIANLE w'iN al_ (])uAGT a2E ND R ALL CONC �•,IT - " f -LOCAL BU:.AaY.s CODEB.dvD ORDMAN,^,E6,g" •Y NOT BE HELD RESPn31Hl'_- NUBi DE CE'ERMI W BY:LOCAL 50 LpNDiT1pN9.4flO-ACOEPTABLE ({/y$RRY 6tR1:GTVRdL.EI:-�.-IENiS FOR UFbK,N,81ZE' Al BOX S95• . .. _ O� FOR&LE OONDR!ON5 Oix FCFt i•HE U9!_OF_,!_DEBGNfl M._ - ' .$-DRAANGS C,llR•^.JG GOVS'RI:'CTICN. �PRALTILEB Of CONSTRUCi�N.YERIFYDESIGN LL"'.+LOCAL f?1f iNEET3.' WTN-LOL.=L ANC>BUzL—S CFF',L;ALS.- -2ggi 8A4N8Ti1BLE MA,.034bB - ' • - .. - _ CUSTOM CAP CUSTOM TOP RAIL k5f .. �.' �2X2 t BALUSTERS 4 MAX:CLEAR. SPACE BETWEEN , ICE TER BEHIND NAILER - - - •ALUM W/FLASHING TOP:OF NAILER z IX' DECKING E .. NAILING STRIP S CUSTOM TOP RAIL THROUGN BOLT TO EAGN P05T` TYP.10°DIAM.CON(.FILLED.- ,( 2XI0'5 a 16".:O'C. r� ..WITH TWO;3/4"-DIAM:BOLTS. 91f 6'-s'S 6_9e,., 'TUBE,49"BELOW.GRADE:..... .. -_.. t;,, ._. ., t ix TRfm ESRD. _ - . 2TY o F?.JOIST HANGERS. � ,,—POST,ANCHOR x1O PT MAILER BOLTED I Q _ " ° .. ' .. r TYP,HANGERS 3-2XIOs PT r e .° W-374 LAG BOLTS 24 x � -•1 �I , a • e •m ib O.C. -r: - .. e,! - •« a � _ -TYP.HANGERS aXIQ PT '...GIRDER.-BELOW - - - e� Q—J! D., Lli a at Ll EXTERIOR DECK DETAILS � . x ° cc Q. ----- -- - 3. - - 1 v 7. m x.� ; f `TYP,BL CKIN6 __._.— ---_-_—• ,' ;. �•axe's®>6^O.c.�- : : BEAM:-W8X40 OR WIOX26.$TEEL 1 — - . � »•. - 1 .. � - TYP..HANGERS'. � . . P2.1&., _-__--_ _ --_- _-___-- --_-__ 2Xa's A 16"O-C,12'DIAM:CON(••FILLED-TUBE ON 24"Xa4XI2"FTG.WITH - �TYP HANGERS s u._- a x' -BOX HEADER"(S)1 3/4"X14"LVL's FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN 7. ..:BUILDER JOB ADDRESS - - DESIGN,' - �/, .. c� �� l DATE REVISION DRAWN BY PAGE SCALE SAl B }�RY BUILDING CO. R..A'NGNIGAP �(L �o -fi—tl�--�(/ -Jl� �l'`/ �Ct�©(I U 4-21-10 q JB of v41f°i.o,: c/ �$:I /'ff✓ HOME ill (fl Pf—OE OF DRAWW'9 LCAvEO.PtiRCN,peER RE6PON81®L£-FOR-GOH�14NCE,UT:t 4L:;.' [])EXFGT SIZE AND RENFORGE`[ENT OF.AL"CONCRETE fOOTINCsB [3)4;1 FOOTINGS SNALL EMEND ISEL FR?01-WE VERIFY QEPTIL _ •---•-'-- -rrr'?r LOCAL-1D1N6—DES.-0 ORDINANCES, '{�.Ng•MAY Fbi'bE HELD RF,SPONOME ,4/..vERIFY STRiSCTIJRA.L EL*?tEN15.FOR Des <SIZE P.P BOX 185 ' (5P,8J 494-9534. SIiE ODM1.ITIONS;OR_FOR iN£I)SE OF T4£gE OR4WINGS p11RiW OON9TTN.GTION - ARSGTIGES OF flJNStAUOTpN,VERIFY.DES'G.WITH LOCAL ENGINEER. W1Tu LOCAL EHd—M.11 CSUfLD'YG OFf!C1AL5.:. ...... , '4FST:BARN9TA9LE M4 O2idB:... l nAX.:46 O.C.: '.;'..; ,4i~1.1N - ROOF. FRAMING FLAN VENT, .. - .. .• - - - 2X0 RAFTERS-e 16 O.G.. - - vi,PLY.SHEATHING '' .a . 2XI0 RAFTERS D YD :U - •.._ .. - -:i 'a.. R SHEATHING E T.: IDGE .IS,<.ASPHALT:'.PAPER. . I/ 2Xi0 RAFTERS m.ib"0.C:' _.. HEADER=(3)2X6'e. Q --`7 _ •. :. .... .- _ - 15°ASPHALT PAPER i •7 ASPHALT SHINGLES. - ASPHALT SHINGLES.' �' .�' V2''PLY,SHEATHING LOWER HEADER-(3):i 3/4"Y,11 t/4"-LVL'e. .. � ..- � —w - :,}:. ,.:.- ,. _.. - '- ��- IS".ASPHALT::PAPER ,e 6- try I 1 - 'F�.'; -..7�sz z� -ti G..._ �. - e- .p : - `ASPHALT SHINGLES.` RID., . . . , -. .. m..= ..z_ U,..- 2XI2 RIDGE R _ O. a '.... - .. '. .: .".-: ".: \ ., � �IX 35TRAPPING WALLBOARD _ X I 'BEDROOM ag ZXIO:RA ERS®16"O:C. . - - 2X IO't 1/2°.,PLY, SHEATHING C,J,e J6,.O.C. ___._. _. - ., _: V .. O _.•, 15*ASPH LT--PAPER to - y NAILED i GLUED:. ASP.HAC SHINGLES :- - - :QR3a INSUL, .. x8 ao'16..O1_C8_a m t6_-0 G._--?• ._.W—- - - ' :: ..:. �31. X3 STRAPPING.:. - /3 .38 INSUL. LL -STEEL - . ( '_ U ._... ._:v _�_.._.:.. '' + -.. - 12 WALLBOARD :, .: R 14'';LVCs ... O '.:'. (1 0 .. - ..; _ IX3 STRAPPING SSA HEADER. DSL.2X1O'a Q'- J D — In'WALLBOARD S/8"F_C:WALLBOARD - 1C"O.C,: M/BATH _ ION- -.. - T M/SEDROOM R19INSULAT 1/2"PLY.SHEATHING. .. GARAGE._ '4 �= -- _ : __ ___ r_s - TYVEI<WRAP.OR EQUAL - ''pIr SIDING 3/4"T/G 05B it - : : - -. NAILED a GLUED. - 16 � CONC.SLAB DBL::2x1D.a °' DORMER - - - _ ---- , L2XI2's3GIRPER(2)1 3/4 x9 . '• /.., / :...f �/. .. —__—_-_— __-_---m-____'-'--- ? @ - II: 11 0 I) - : / ;• `-.. 3-1h"CONC.FILLED - -__ .. �'2XIO.s 16:O:C,—v: : _ - LOLLY COLUMN. OB .BASEMENT. iI DC F x O �''''ryryIIIIII - r` II s --`- - GE -y-+ 4"LONG SLAB / Al Zel f/ GiR0.85 SECTION (B) .. .. 2��p_s tti� _•� �— r - Oa 2XI0's 0 16"Q.G O:_ U .. � -. - � - � .. .. 2XI0'6®.161 O.C,-3' X (2)1 3/4'x9 1/4"LVL'e Rio 2_' 'JN ,� :- - - - - O• RIDGE.VENT 0 u WITH STRAPS.. 2?00 RAFTERS a 16 O.C. : . . 1/2'PLY,SHEATHING 0.0.,� - O.G TYP.2X6'e - - 2XI0 RAFTERS o 16 O.C. RX2 RIDGET. \6" RIDGE VENT -,0e_a.\0qX\Oy e _ - _ _ I!2"..:PLY.SHEATHING 15+ASPHALT PAPER ASPHALT SHINGLES, • .. 2XIT RIDGE:- S°. . - _ O%• _ ASPHALT:PAPER - --- -'- ---- .2Xi0 RAFTERS o I6"O.G. R �: - - - 0.,,. ASPHALT SHINGLES - -' 1/2'PLY.SHEATHING. a� -"- H - - 15".ASPHALT PAPER - 1 - '•� � -� : ,;_I"@°Q, .. _ _ r ASPHALT S4- MIMI 2X8 C J .Is o c R35 INSUL• - - ---= --- IX3 STRAPPING R38 INSUL. - -- R3S .4 IX3 STRAPPING saw C P.. 1-310 am ntDG - I12'WALLBOARD .IX3 STRAPPING .I17'WALLO 1,RD . .r: :. (UPLIFT 800 1-' ._ .. : :. - 2X6's I/2' WALLBOARD = .ri - - 'I/2"WALLBOARD 1/2".WALLBOARD - - - . L RI9 INSULATION - ..�. - ri4i COVERED -BATH- BEDROOM+2 2X6' 0 16"O.C. - 2X6's+>'16"--b.C. - - 1/2"PLY..SHEATHING =- M/BEDROOM :� ' `. "Q " :y L. RI9 NSULATION ":;R2 S INSULATION a o _ 7 vaxrEo m, Q PORCH.. BEDROOM 2 TYVEK WRAP OR EQUAL -' l m giro: sX : -- ; :1/2" LY.'SHEATHING 1/2"PLY.-SHEATHING — - - :. SIDING - - ,v: GB6 6 BASE.- % . . ." :3/4"T.OSB '�F' WRAP OR EQUAL .. TYV K WRAP.OR EQUAL TYVEK' 3r4"T/G PLY, - .(UPLIFT 420 ) NAILED aC1LUED. J SD G OSB .I 1 G SIDING' 3/4"Ti `- xaeckrvG _ NAILED!GLUED.. m I NAILED.a GLUED. - - <-.2XIO'.e a 16 O.G.-•�• A u - .. r"?.�,s,,";.-.:.....�,...,:,; yL'.. ".<�. J t., i ,�• / /.. RI9 INSUL. .. _ .. \ - �. `-R 9(INSUL: \'.1 r.. , , _ F ;rINSUL. 2XIOla®t6"O:C. s� -, - /•: //. /,J _.3-2XI2's.GIRDER - .»J'', A € /-/ Q / / :-^... •„, f / .t• ✓j .' /i / .3-1/2"GO NC:FILLED .. .. r� ,i'. COLUMN.. >' ,:•./i.. " ' _..:..: r.'.`. ll _Q BASEMENT BASEMENT C BASEMENT LOLLY •' 1 +; :'a / / :''' .4"CONC,SLAB 4"CONC.SLAB - ? r,�,e: d :,: —4"CONC.SLA. _`• IV— / e. ' CROSS, SECTION (C) CR05S 'SECTION (D) CR05S SECTION (A1 :.:. But JOB JOB ADDRESS DESIGN ilk' j .. J�'� RAY � � Y BUILDINGS GO. _. �.. L—)� DATE REVISION DRAWN BY PAGE, SCALE BERR RANG11/COPE HOME. I�JCLo � / L// %1 �L— C�o:( '.l./�a�� I'I✓ 4-21-10 t JB. oF vd".r o' - :.. .. „ �TiTTIT•TrI+TT1'!Ta " '"BJ /N PYRC,WaE Dr DRA;;flk05 LEAVEb PURAyISER:RE5PON5�BLE:TCR C-0MPL'A?iCE"II!N ALL _(a)EXALT 62E AND RE>i-•ORG ENT OF/yL LONGRETE FOOTM1 5- ()l ALL GOOi1NGa 6N L E%TE>1D BELOY:KR08TLINE VER6"pEpiFL .M- --LOCAL B�iLDa1G:CODEB AN:J ORWNANCEb,JB DESK"N MAT:"T DE :VE_D,RESPO,IBipLE- - YCIST'E'DETER-ED 9T LOCAL-1L CO,17ii S AND AGGEPT4 "I v FY'STRI1Ct.R<a:.ELE-TS FOR aEai6N,a.ZE PO.HOX lB5 F La^n •nn'//" :.'. .. OI .FOR.BITE CONCTTtONS CR FOR:NE VSE OF THEgE DRA=ANGS CURING OONx+IRiKTION. ipRACTG>S OF.CONSiRJGlICN.VERIFY DE5*N W11 LOCAL ENC,INEER. :UIiH LOCAL EW.NEER 4ND FH"L7�NG OF=IGALa: -ygST 6Al2NBTABLE/20.Offi69. P/J 49 -95-34 .RIDGE bTRAP ASPIdALT ROOFING _}5•ASPHALT PAPER _ .. ASPHALT ROOFiN6 .. ASPHALT ROOFING . .-_:.: .. 15•ASPHALT.PAPER: - :-,� - - --1/2. SHEATHING ASPHALT PAPER, . -r"_ cam.- "• �„� ...'., ...: : .. - 1/2"SHEATHING.,/'"" ..�, yY - •�.„ ._,.' .:r ". '. - :TIES'. r 5•"i!2"SHEATHING - , TYP.H2.5A TIES - - DRIP EDGE RIDGE 12.5A TIES VENT.. - .: .. __ ",. _ -.._ .. ,•. " EDGE' YP.DRiP EDGE' .:_. (2)2XIOs : : �_ �,,. 5:GUTTER .::.. :2X10 RAFTERS a 16 O,G. ... .. ' RIDGE WITH... ,.. _. '� .. ,. _ .:-"� .'.:.. -... .;:. .:.. .. �.�. .-. >: .. ... '.... j .€ ":'S"GUTTER-" .. "J T 1/2°-PLY."SHEATHING. •:-.: < I - <. _.t - bTRAPS.. 15•ASPHALT'PAPER - PPE 1�IDC�E;BAND STRAP -,5°GUTTER' - - - ASPHACT�SHINGLES -- � , -1X6 FACIA' - -IX' SOFFIT. - IXB FACIA IJCB _ .. .. - " I `FACIA .. fl%. - 1X SOFFIT.. : :. '35 INSUL. ..: - I 2-1/4°.VENT': \ -FIT . IY.3 5TR-4PPING _. �1-3/4".BED MLDG. : - lll....2-1/4"VENT 2-1/4"'VENT L... -�' - NOTCH FRIEZE � -'� ;� � �Is3/4"BED MLDG: `: :F3/4"BED-MLDG. _" TO RECEIVE SIDING:. NOTCH FRIEZE, !, ® 1/2 WALLBOARD - I - RECEIVE I -. .: . E .2X6's a 16"O.C. .. . .. . . .. `TO RECEIVE SIDING. ..--.. NOTCH FRIEZE RIS INSULATION .. TO RECEIVE-SIDING. 1/2 PLY.SHEATHING - .:t0 TYVEK WRAP.OR,EQUAL _ 3/4"T/G OSB: : SIDING .. . NAILED e GLUED W,76160� V I I Ild EA RI9:INS ._ 1 EAVE. D:ETAILS.. EAY. E,4V a2 EAVE DETAILS EAVE DETAILS ;a ,'`.. EASEMENT •..:f: _ _ _ _ - _ - 5LA$ CR058 SECTION (E) RIDGE VENT .. �' 2Xi0 RAFTERS®I6'F O.C. .. - 15'LVL`s 1/2".PLY.SHE _ - '2XIO.:RAFTERS o 16"O:C: WITH.STRAPS.- ` - IS-ASPHALT PAPER - - - i/2"PLY.SHEATHING. - RIDGE VENT - 15-ASPHALT:PAPER' ASPHALT SHINGLES2X12,RIOGE- - - ASPHALT SHINGLES RIDGE VENT _ R38-INSUL. SIDING . 2-2Xi0's RIDGE -• IX3 STRAPPING - - 2XI0 RAFTERS a':T. 6. 1/2"WALLBOARD 1/2"iPI_Y.SHEATHING = - -• - _ - - TYvEK-OR EQUAL IS-ASPHALT-PAPER - ... - .. '•, '.• : - - - SHEATHING111 +'3EDROOM-•3 R38 INSUL. _.. _ .. - ASPHALT SHINGLES `. ` ` \ IX3 STRAPPI G: •• e 3/4".T/G OSB, 'l t ii2"WALLESOA.D. I r - ' NAILED-;GLUED.. . R38 INSUL. . .2X8'a C.J.io 16"O.C.,. 7 .:._, _.SHINGLE STARTER IX3 STRAPPING LEAD FLASHING i COARSE 1/2 WALLEBOA D KITCHEN DINING ._ 5/8"F.C.WALLBOARD:. _. - `= IX2 AZEK. ..r 2X6sARE - .- _. - RI9INSULATI Nc ` - EDrzA+, c TR«T_DRAL - 5/8 F.C.WALLBOARD - .r CUT IS' _ : . - ,_ 2X6's s:16°:O.G, ...: ,t. I./-IXS BRD. i(2.PLY.SHEATNI G. ' :. _ _:: .,.:,,:,_, - GARAGE... bL�'S£.4LER '. 0 4 "_ RI9 INSULATION _ ( I. ,• `. - OPTIONAL 12 0'ROD ° i TYVEK WRAP OR EQUAL, 3/4'T/G OSB 1/2"'PLY.SHEATHING - : I' :TOP RING 2°:CLEAR _ NAILED 4 GLUED. - � � TYvSK WRAP OR EQUAL : � ''� o >s�A - .. - SIDING 2X10'a®,16"O.G.— :_..._..'7-.2XI0's m-16"O.C. .. -' 4"-CONC.5LAB. _ A d \ - �� 5%8"Xi2"ANCHOR' .. . - > '.' .:BOLTS.- . .. - 3_2Xi2'e ' •• ,.. S, 3 I/2 CONC.FILLED- .. � ,f i /., / ,,• .Q LOLLY COLUMN; 1, e 4 Q - - : , / / - ILO -� ,., ,: // WATER TaB>.,E DETAILS SILL DETAILS 4 GONG.-SLAB d ` r r , r 442 GR055 SECTION (F) BUILDER - JOB ADDRESS. _ •DESIGN .. - p G� /� f ---•� DATE f2EVib10N DRAWN BY PAGE : SCALE - col e� �Oo --- , erg n BAYBERRY BUILDING CO. RANGN/GAPE HOME 4 27.10 a JB of I/4"=i'-o" _3 �� o�� (U PLLQGUA$.OF DR.11U1 S�LEAV 6'P+IRCHA6ER RESPONSIBLE FOR'COM,PJAHGE WAN ALL'. (J).EKAOT SLE AW RO FORCEMENT OF ALL COTN•RETEE FOOTIY, 6 (31 A:.L FOOTINGS WALL PY END MELOW FROMINE vM;r,DE Tµ i- LOCAL BU'�DNG COD'ca AND ORDINANCES,g CESiGN4 MAY VpT.BE HELD REEPON89l.E' HU T'SE DETBRM NED BT LOCAL SOIL.CONDITICka AND AGGSPLABL= '1.1 VF.Rif}'.BTRUGTL`RAL Ei-Ei�ENib FOR DEbIGY.I SIZE p.0..BOX�985. � " �C�/8J-49,4-9tJ.� OI FOR 61T1 CONDITIONS OR OR THE 49E OF TF.c9E ORAygNGS DURI.Ka DONS R'.ZT'ON. T:AGTK.E8 OF CONSTRUCTION,vEf-r�FY OESL.N WITH LOCAL E L Ne WTk LOCAL EW"tEER A4D SiLDiV6 GFFIGIAL6: pAQ"y514HLE/'W.O:bGB (LEST r ' . _ . - .... - -- ------ <.1 _:.'o. ";. :.: .. .. .: �rWALL LENGTH- 23 0 - o.�,,._�..,�,I_.�d.-�..-��.�.�.�_:/.-�..I....I,"::__II.p�.-.',%/,;I..I_I,',-I_I../.�:::�-.'I...::.�..e;:;z:,:.:.-!!;I::.;i..:I �1..�I.,,",....1.I��,__�.,��_,.;.'_�_.�1',�I.-_I_...::l_.:_`,I;-_.-I.%:,.I.,.j/_-1_I I,.I-.II_.,�I�I"�.�.2.�5.��.....1..�I,�I�..I.0�;.�.,.\iPr�..i��1-.�It..I...,�-�I\.-.,:,.."''I,..,I"4.�'_,,..:..I,.�*:I',.�\\,,�I..",,.-�,",.�I,-,I.,.I��,"l\.,'-s_l-"�:,I,I._E,'.,,I�-�i"1�a.1:,.,,,,,�,,..,.,.��;.I.,1__�,'.,..X�,�/I-I-�.,^-"-,I.i'��.I,__I.,..,,:�'��mI..__1,,.�,:�I�,,f,Ajtz't.��I.v I:e.I.1-I...�1.r,I1...I.-.I..�.�.I.I.��,�,II..1�,...,I,,i c!.I�1.I,.�h,.Li...-II:Iz.I.;... ...-I..�._,,..._I:�:,t.......,.-..I�..�...-.._.,�I-��I.I II i-I-,_..,T-..;;t,__ ,-I.,.,-:F - - w ::..-:.. ' .. -.. ._,w S._.. - ;" _ _ > : r _'. L HEIGHT SHEATHING.",,� ,, . �,,-. ,+ .. _ , _. ! .-.. . .,..ACTUAL SHEATHIme. 36. %e ' �.-I.......I.��Ii�,it�_iII-_.I,,.. ../�.j,/I.::::11.R..lI.G.5�I..��i..,�..-..I..I:.__.P-AI..."..1N1-I�.I,\..:.1,I:7.I,%:-.I...I._T.�I1.I..�1.I�.l I I ..�O.�lI.,-,_"I.I:._.I..,....��.,_I-I..... .-,,�....X 1.I�1;I I�IIL.\.1.I,;;,.�."�.-�:;-_1,\..-O;�II.��.:l�1_�I�.I_:..-..��m..,.�.:,1....._. ,,.�I�,,,I��.,..!II0.I.,II."��.1..I��.-. r. : .� \, " .. (Min,Required 33•.%) - � - - t' �.. - \;, : _ .__ .. -I.. .. ..quire . .: I fWAL -1., /,1 1\ .;.. . .. ,RATIO=.}.00 SE_6' 4:'-2 ENUTH ^ ... :,-. .:. , .:. : ':_:. :. ....I .__, _ _ '.. -. .. -EULL HEIGHT.SHEATHING= ' i„� \, .;.. _ _ / ._� )EDGE NAILING. 6'O.C. •_ I :5HEAR I SHEAR' I. - -�"L'. - F' '. 'FIELD NAILING=_12°D.C. WALL -O WALL ,AGTUALSHEATHING=. �_4� �:. - 2.. _:._. r°:�,..-_ .._.._�W/..,:• \\.'_ I P30, ;._"___/.;:_ I. �R;4TI0,1,00 .. ! ,`. �� ",::�., - '` - , - - 4-O"-_ ..2,.-6". 1�Ef>G£'NAILING 6,,,Q:C• ;I,..2,4° : _ //. \:._, - ;� ... „,`. SHEA SHEAR SHEA F,IELD'NAIPNG= 12„.00 r . : / i/. _ .,: ,: . .r ALL: - WALL WALL - .'. /,�;. i_ \, - I \, __ ,. rf... _ . k / r _ I D - , 1 __.:... {-- L{E42 _S�_S \ / . _-. -- ,�J i/ __ :. f I_ �. , .: - - -. . ,.. , ,.. - ., : 71 CDt i suEA,.. ._ : ..: _.. .. r ��____... _. __. .., .. .. I ,;, I .. s .... tt ..... ,.. .. i. -.. .-:..: .. .. �. , .. .16 Xl 7 ._ - ,. _ I ;:._ '-- _.,IF! ._ .,. ........>,,..1 i. . .-_-- ^.._... ..... . _. _....._.._,_ i. i - , _:._ . .. ,. ) . _. . _ -- ._ , r _�-__-. ......._- r 1i at -- - 1 I. .. ... :' :: .E. .. .. '- e-.---f.p,_ __ .. .. - A , I -,:< I.. SHE R .. "...' - - :ISHEA s4.-2 5.-BY4 q,." i . ,i :.. r t.. ... - .._.'.,. '.[: 3.4. 6--8'h .._�, : .,.i6-3_' 3-3 - -WALL s,r. i - - - r ".,;.,: :L':.. is _."_ - ,... --- . r ! I L ` .WALL'LENG7H6 '- :.f- . _. ... ...:..2SZ-@. .- '.WALL L£NGYH= I� :_-;_7 ,1 -. - -I FULL HEIGHT'.SHEATHI G= - .. .: ...._,..._.........._.. .._:._:..`---- € _ ; :_... , .__ I.:-'� - _ _ _. I N 12 6 I I FULL-HEIGHT SHEATHING=9_11"I ._ _ _,__.. :_..,__.. . , - BNEAR WALL .. ..ACTUAL-.SHEATHING= 63 %, - lMiri,.'Re uGed: - %) - AGTUAL,SHEATHING= 3_,%: q. .._�_ I I imin.Required 35 %) I 6.O„ 6'-O" :. 1,0„ 8,85" RATi0=.:1:00 : _ � ;: - .RATIO=J..POQ - - ... .'. _ - .SHEAR :SPEAR SHEAR - - 5HE;4R.SONLEY.4TiQN .. _ i EDGE NAILING;..:6..O.G: _ I. _ _ ._..I EDGE.NAILING=_-4"_OiG.:..' I I - WAL t8'.-0" WALL'. WALL ;2T-8}5° WALL. '_. . - - 'FIELD NAILIN I -.12"_O,C; _ .. .FIELD NAILING=_J2LO.C-: _ .. - - _ _ 1 --- --. . Al L =---- -'- ) r'--- -1 ..WALL LENGTN._I¢_-Q' p WALL LENGTH=,��1/2".. I:,FULL.HEIGHT SHEATHING= I SHEAR WALL...: - I I FULL.HEIGHT SHEATHING-15'-a.I/O : - - - ,ACTUAL SHEATHING.' 6. %: : ,AC'TUAL SHEATHING= L_% - . - _ _ ..I.. (Min:RequI,ad_fx�%) ) /Mini Required�'�%)" . - - .-,RATIO- i on LEYATION i _ SEAR. E RaTlo=_l 12 I :. . I ..,I.EDGE-NAILING= 6"_OlC. I _-' -.__.._. [EDGE NAILING=_k_O,C,:: I - ELD NAILING=_j,?_.C.C. :- •FIELD NAILING=_j6_O C: . . . . - .. - - a. .. .. .. .: . . 2'-0i. 4'-0° rWALL LENGTHF_14'4 .. 1 I . . :_..._ �.... `I'--- --' - N ._ . : -. . .. HEA / ,SHEAR I FULL HEIGHT SHEATHING=fir .I .. . _ 4 _ Lam/ :;, _..•+,�` - I A fMiriL;Re"qutred�e' %)$ .€ �� \` .:. I L.. / a%y/, "^ - •RATIO=.`LOD _ - - // WALL �• . \� 1 _--- j �` - I EDGE NAILNG_S�O.C. I _ i /�'/� \` - .__... -- I<� I ..._.... ,LEIELD NAILING 11,o C J __"__ ��/ - - -- _ -- _ . _ --'�� \ ....._ - _ . i ..... .. e;. ..: € .. c €ii .. ...,.... .. _.is .-. } : ... .: .. ..I...-. ., .. .. - 1 .. tt , - , - .. .. '1..'.:. . . :.. ,.y :. .. _ ... ..:-.... .... .. ..... --"--T:p - ,.. .. ' . .: - 1.- 'E .3 .. _. .:.. .-.. . 1 i' ".... .. .. .1 .. .. ,.e.. ." .. . : .. .. __ , oox ..Ioo t __ ._..._ _..._.� _5 FAR,. .SN✓1R. .:"..< _ ., t::�; Ii WALL .WALL --, ,.. - :::. :.:. Il . „ IE . } i .:..4�-O - . - ( - s- II 'Z-3 5-1 .. 4-O" I 4'_2" .4�-2}, _ . :�". ... ... I .�. :I'.. :. . ..:i -._. J ki : SHEAR - SHEAR SHEAR - I SHEAR :: ,: .:;:.. .. : :- ;} .I.-... .I II I i ... 5HEAR, 5HEAR'.- - IL ! ,i,le: WALL }O._O WALL WALL " WALL .'.WALL ,WALL.. .: .: I,. " I ..�:�: . . 7. L II t„,,;,a[< - - _ - _ ii r - - _._...- _ ..- - 1 ._ :' } . - ,WALL LENGTH= 10'-: -1 - rI I LENCajH•44'-0'I �. .. _ - -� - FULL HEIGHT SNEATHING•7•."4°.. "' FULL'.HEi.:. T .. - - .. - I _I I' GN,SHEATHING=16�"I F ` .. °yNA ' uJ,4LL ACIUAL SHEATHING= 'io .%,. ___.._._..._. ,ACTUAL:.SHEATHINGs:.',36 %..: ,, .''.t`U `1-,,... `�' 2' 8'-IOsg"- . •_415, -3'-2°_ ::5-4�" I'-8n�, __ - - .. ..,'. 1. $ .. SHEAR 'SHEAR .. ',SHEAR -SHEAR - - ''SHEAR SHEAR -(Min.f..equired 3'�.%}. L. i ^.f- h:-9-. I .- fMtn.Requlrad 33,..%J :I : ,,, I :;� _ /. ''RATIO=.wo 1- L`I � YI�F ! IDN. :':: ',.;_`�1�"'`-`+'^^'w` .K,�"c '-O 24'-0„ - RATIO°."00 _ " "` �n WALL- WALL WALL WALL WALL WALL- - EDGE'NAILING='. ,,.O:G. - .. EL,.,.; '„„^` f. R T,.",'0- ` "`y f',5,t<,^.'a - . -- - - _ :.1 '-FIELD NAILING=�_O.C. - ( _``{- '. .. -1 -Q _ .WALL LENGTH= Q - L.-- -_.-_._J - LFI=1,D NAILING---- -__J <+:'-:' j ,Z,T ..:.e- ih - FULL HEIGHT SHEATHING=Jf 5 FULL HEIGHT SHEATHING=...,-`' /4 s rr�. % } _ �� - - - - - • �ACTUAL'SHEATHING• '72 % : 5� �A L I.ACTUAL:SHEATHING•�L_- I,. "y ` -I (Min,..Raquirad-3_%) -... I L /� t A y- y, I !Mini Rsqurred %) .;,I . ..: "7 : mat ,. ,;,.d °.:�.5-I/O-rid y� .EDGIE'NA QG"_ O.G. (' IGH 1- ELEV 'V IOfV -EDGE AILIN ' -_ jf/dI I I i r�,GE NAILING=&'_O.C. - } `°'`'� I - FIELD N.AILING= O,C. 'FIELD NAILING= I . . �`�.. -i-y-t� ,y.�,� , - .. ----------.J L..-_-:_ _- -O.C._-,_1 I -� . n -: "� y Y ;y o« //o `� . . . : BUILDER1. - JOtS>ADDR'c55 DE�IC.a}•� �,- - 'a : DATE REYI910N .DRAWN BY PAGE. SCALE . 8AYt3 RRY BUILpiNG CO. : RANCH/GAP. - wcyj�o�/ U �O c`CO1�� `�2 � O � V� _ / dj ,661 �� E HOME C� �l�_✓ru"U 4 27 10 a JB . ,. + .. -. - - ' - - T•TTrn*r•r+TTT*rTr+ - .Itl !i)PURCNbOC OF.DRAO 66 LEtvES P:.'RCHASER RMPO 01I FOR'CO-IANCE JtH ALL . (2)EHLACT 51 E AN REINFORCE:•,ENT OF ALL CONCRETE FOOTI,G6 OJ ALL FOOTNG6& LL E%TE:J ZELO FR05TLINE-FI-DEPiu, ..._+.. ..,.��...�.._ -7''? I LOCAL BUEDMG Oo st ND CRaiN4t E6-, D'c C1 N0'fA"NOT B=4F 6D fiPONWBLE : M T�DE DEhSiY P BY-LOCAL 6OIL CONDIADNO ANO:ACCEPT-LE rot VERIFY,BTRIK.T44AL.ELEMET:^0 rOR D96:X=N($1. - -: -. .- O FOR.-FOR. -5 OR=OR THE',Ota- {;F'�R,,n.-6�W�ti,!"=:C $,RYGT:ON.'' F42A.ncG w CONSTRL'C!ION:�vER1 DE6..JTu LOC4_*.Im. MT IACAL E1:GNccR AND'EW sD:.YC=OFFICIAL0. - I1 T BARhuSTABLE/'6Y 0?860 -(`�BJ 49C-9r7.3 C Z+ .. T, >, . I „ . I.....��.�I I I I I.II I�.�I....I.�.,.. II I I.�..�I.....I I;.I�.��.....I�.I..I�I I.I..�I I I I�.II�III II.I..I..�.I...I�II.��I-.II�1.II-I.�I.�I,.II1 I�I�I..I-1I..L�I.-�.I-�..II-...II��"..' I�I�::.,.,.,:I..I;.,1,'?.,o.I-.��-:�.I F.11::�.:/:��I,-,III�,.�I:�,:I I I'��I.�-�I,I I:.-:..�I-"�.I,..,:..'.,I.,.I0:�.:5:..�,'�.1I I.�:.,.-..�.�--'......;.�I..1-I,.�L-:I1,,.,1..,-...-..��I.-.:�,I,�-"I.-.I:1.,.-I;-.�--.I.I"I:.11..,.�.��II..I..., .�It I,,1.1.,I..�-�11.:.-I-�1�I I�I,�I.� AWG GUIDE TO 1000D GONSTRUG710N IN-NIGH:WIND AREAS;110 MPHtUIND,ZONE - - - r r e- .,I�.I.>F,)I�I��I'�,.,I.�r I-..�R,-I_,,,I�I ._ .r:.....®CF•IECK.; .: . •. .;-,,, E .. MASSQCNIlSETTS<GNEGKLIST i 0R;CQMpLIANC..(. CMR 11 ...2,I,Ij' _�- '.+.. (/�//!/� .1.1'I�I 1 I1....I-�..I�,-I-..1,....-.,.�1..>-��-II.I...I-.--I�1 I..1!.....�.:,II.��..-.1-,.,.I...��.�1.I�lII-...I..-..1II.�1 I....I�.-.GI.��II,�.G.I,�,I I(HI.I.�aI-I...I.�.1I-,.I�.1.,-.I..I-I.1......-..,.�...�,...-..�1�I... ..i U-'l N�I.l.� ,,e.�11111..I I,N II�..�I..II.�I zI w-�o...I-.I.,I�6,1�I..�. .I I...AI I,I-, ,/ .I-.I I��II-:I..1-I.I--�I.-:I�..III-f..7-.-�.I...-..7...--,.1��.._I...I.i..�.!�..��.,..!��-....-�..!.....�.-.,�.I.�I A%1-)t:.-II..I ..-��I,I-I---I II�.I....--`I,.../ �I-Ig�..,I-1.�,�.-��.--.I.t.,I,�I I.,I�I!,I-.�m.:�.,1.�.I.I".11.:-:-- -I�:.�I1.�..-.�-)- .. ... .. - COMPLIANCE -:., -' -..'. ,a r � i.I SCOPE. S-! .. WIND.SPEED 0.5EC.-GIST).-.__.__._ - - - ) ..____�_ ____...__ _._._._.-__.1liMPN / - WIND:EXPOSURE'CATEGORY.____ ,_-_____ _________ ________ -,,._ _-.._.---.-__.B u • " :' - ' 1,2-APR-ICABILITY '.. .i ., : NUMBER Or STORIES(A ROOF.WHICH tKCEEDS 8 IN 12:S'_OPE SHALL BE CONSIDERED A STORY) � - - - �- � - � � �� . �� - 2: STORIES<2 STORIES�_.::: .. _ JOINTDESCRIPTION NJMSEsa ,. ... ___:__. ___:--_._..(FIG 2) ____ 11:I2 : : .:: - ..'. - ". CO;•sn1ON .BOX NAILS NAlL'6PAGING .1.�.II I.:.I:.I�.-�.I.��-:1 I-..�I.1:I,.,..II 1. . ROOF PITCH--L---- -___-._ _._.- -_--__ <MU I/ .\ NA.-.S MEAN' F H T'. ._______.___ ___•__--. (FIG 2)'.'___ ___-_._-.__. __-._:_-____.___-'_J�FT.0 33•`� ,. \\ ' - ,N.ROC FJGN.,____ .... .. BUILDING'WIDTH,W_._________ __ ___-_: __ ____ (FIG 3)._._. ___-__..-. ______ _______.__��FT C 80•_..,/ .� TYP:FIELD,NAI_SPACINC. _ _ ___ � 'BUILDING.LENGTH',L' .._____ __ ___..,(FIG.3J..__.. , _______ ______-_-________. _FT CCO --I - "BO-OMMON BLOCKING TO RAFTER9?OE-N...tLEDl 2-9d '].(Od : _...:A�'. . . _ - ,. : :. .: ( __':.'._...(FIG 4).:__- __.___-___ _.._.::___ ___.____�_ 3:1.�:... .. : .. RMBO.aRO TO.RAFTER/EN7.IAILED). BUILDING A 11.1 .RATIO. UWl .. < \,\. .... .2_. ... .. • ,. ."-Ud. 3-Ebri EACH END NOMINAL NEIGH:OF'TALLES,OPENING __..:._:..(FIG 4).._,._. ...-__-t1CJTEZ__.___ ----__..__ Q(6 B.-.- - .. .. -. 4 TYP.1t16"WOo� ,c... - WAL.L.'FR4MING - - ;. .. .... "_-� S,RUGTIIRAL..ANE.1 -.... : - :-,.. T JOM9 1.3'FRAMING C(�N1�EGTION$ • - ` ... - > ..'..I ...:..,.... - TOP.P_ATE AT I\iERSEOipN9 rAGcNA1LEDJ: b:,66. '5-IGt1 A _ E ,c.- : ...;.. ITH•F A,, -CONNEC,EON5._.. (TAB.._..2)..- _______-_ _.__-,_:________________ _ ___ - -: . ._ - ..: .. STUDTO:STUD(FACE�NAILED) _ :2Jfid ]:b'd 24"OC. '. G..VERA_COMPLIANCE W R M NG ... _ _- _� . :.: \� .-..,, > , .- - 1-..�I�'r'�II". II I-;:--.. ': :"'. , ..,....>. •. - HEADER-10 HEADER[FADE-NAILED)- b'd. •:6d' 16':O.C.aLONG'EDGES:1 r t. ":. •>...may. - 2.1 FOUNDATION., .. : . " F F MING,: II -I,.... 1. FOUNDATION WALLS MEETING R_OUIREMENTS OF'j90 G R 5 O,.i , "-"_-"" "_ _ ..II \. -..�...-.',>.•.. ' ... .. ,JOIST TO SILL.TOP PLATE OR GIRDER.,OENAIL._D) 14 Cd 4-IOd . CONCRETE.___-_ __.. __.-_ _________-_______________ _____ ____;____ ____-___ .__-____ ---__ N/A �.. .. - .. .,•:..• ..;). . JOIST(TOE-NAG ED). 2:O 2.1Dd :EACH=ND .. - ..• - .TYP.EDGE NAIL A ING , , 3 BLOGKiNG'TO . . - .CONCRETE MASON ------------ - ------__ __ _ _______- -______,. ______-_ -_______-_______-_1, _k .... : s'- k. SP G .> .:.> _ 1: G : - _ ... �'-' f BEGGING TO 61I:L-OR.TOP PLATEROE•NhIL�DJ :3-IGd. 4.16d 'EACH BLOCK. :. ...:... - .:fad COMMON-5"O.C,1: :...�. �.• tt .,i. _ .-: Y _ - ( J I.EDC+ER 9T(ciG TO BEAR.OR TO-N`2•(FAGE-NA.><'ED) }IFd. <-ILd EACH JOIST- _ . 2:2AFIG+-IOi2AGETo,FOUNDATION .. .. ';-. .:.: ; ..,.•. -�: ;.-. .. : >.•,>: - , '•a :'. - .)019T<ON LEOGER T00EAM(TOE-NA'.LED) S/a ANCHOR BOLTS IMBEDDED OR 5/9 PROPRIETARY MECHANICAL ANCHORS A5 AN.ALTERNATIVE-IN.GONGRETE ONLY .. ^ . - ,.�• -" -' c <-Ih"- ..PER Ai57': . - ._ .. .... ...... ... .. W BAND JOIST TO JOIST.eENIO-NAIL.D).,. :3;:66 ' ?' . �.. „..: ... .RAFTER CONNECTIONS AC A _____:::: _..!'.ABLE 4)._ ____-,:-:.___.:_-__. ___._...___..• rN .. „. ::.:._.• :'. . : 'd(' '•., - 'T `.T=rt '2 }I6d PER JC76T' BOLT SP G(NG GcNER _.__.__._:. - ... .__ _) _�_ ! I 'o:' .. B4ND:J019T T0.9LLOR OP PLA_ CE-NAILED)-- Wd.- } .. .- I ^. ....., '-1" .. " -NON-: u TY..N2.5 nE5 LT A 'f M.:END)JOINT:OF PL'A-_.____ __.lF.G.S).:_-__ . _______.-___ __..IN.-<6-Il _11. - : - - -BO SP GMG RO - .. ..... ..... . ,:. .LOADBEARING - .?,,._, , - ROOF.ISHEATHING - . -t MB- MENT-CONCRETE ___-_.[FIG 5).':____ ___ -._::_ _:_ 1 IN.>1' .-__ - : _ " /A .STUD HEGHT : I .: :. T• O Y _:__._____:_ _____.lF.�G.S).____ _________ ______::.___________N:7. N - .. ...... - ." '>:.:•., WOOD STRUCTURAL PAhE..S ... II : BOLT EMB..DMEN MAS NR ... - 15 - ; o .. k 4 LF. •1 I :.', ., - -- ,:,E ..,E E E� .LA,E WASHER:.:___ ______ ________ ________(FIG S).:____ ._____ ____., _._.._.>:3 X3 XV4 `/ 24FTER9 OR TRW°9�9PaCED UP,O . I : LAADBEARING _ _ .. .. -.. :.MAX.�WALL�. � �14 .� -.,. - tom" .IOd: 4*.EDGE/4'FIELD ... '.. -. ,I, , - •: . _ STUD HEIGHT GABI:E LTID.U4LL RAKE OR R:,KE TRUSS, .9d -`;IOd '6'EDGE 16'.F;ELD - :FLOOR FRAMING':ME"IBER:SPANS CHECKED: :--__:(PER l80"CrTR 55.00) _ __.-- __. -- ____--_:-. ./.:.: . " J .: -J : - :WIRH NO GABLE OVERHANG - ... .. 1 :I '- ".... ..-:: MAX,WALL.... _ - c , _. -° .. . ':GABLE.ENDWALL RAKE OR'RAKE TRU99 8d IOd- 6'.EDGE f 6 ';ELD '..MAX.t WM FLOOR OP_N,NG.DIMENSION:.____:__. (FIG 6).. ..._._.._. _.____:_ ::.C:_FT.<i2 _ : . �7I .. ,: ,-.... ... .. .. ... .. . I HT W S AT FLOOR OPENINGS LEESS 2 FROM EXTERIOR WALL(FIG 6).:__c_rA40L.9.ENQS_ _:..._.:.. ✓ _. I-.. - .P- 1 I . - ... .. .. : :.. .+.Uf57RUGTUR.4t,-OU7LOGKER6 .. FELL HE G A..L STUD :. ... .. ... MAXII'TU2•i'F`.00R JOIST SETBACKS, - - - ' . - : . -''.' - GABLE ENDll1ALLRA.CE ORCGKF.TRU99 'Oct IOd 4'ECGE f 4'FI�.D. , : . �..... ._ - : j' '.' ., `•: �.:. .. _ .:W/LOOKOUT BLOCKS ' BLPPORTINGLC4D9EARiNGWALLS OR':SHEARWALL.[FIG+U:_:_. ..___;.:-FT'Cd_5� :. ..I { .,....;'...:; ,. - MAXIMUM CANTILEVERED FLOOR JOIST - - I.. I) . , ,,:.•.'. - - ::: - CEILING SHEATHING SUPPORTING_OADBEARING WALLS OR.9HEARUALL (FIG 8)..__- ___-.---_ ____- _._..v- 0 FT(.d_,L I' ..� - ,:. � ' GYPSUi1 WALLBOARD. Sd'COOLER6 - 'T".EDGE f+D'FIELD FLOOR BRACING ATENDWALLS.: _.:-.__.-.-. -_---_---(FIG 9)-:.:_-- _.__. _.'.::.__:.__.:. .._____:_ .._____ _1/_. .:. ..: i >' .. _ ., FLOOR SHEATHING-TYPE-_-,__._....- ::..:___. :.:..=::(PER 150'.CMR 55.00)''.: __-_--:._::C-1;IWAR'<ANTEK:-:. _ELL- .. . I :-" • • ' ::: WALL.SHEATHING _ i �. ' FLOOR 9H-cATN;NG THICKNESS.:. .._..._._ :._:._.:.[PER-1BOCMR 55,00):____. __________. 3/4 IN,_,/ `. r _ .•.' LL'OOD`9TRUCTURAL PANELS . F>_OOR.9HF1•GTNit"G.FAS.£NING..- .__:__._._. _:.-..RABLE 2).@._d_N41.,9.A,�i_)N EDGEf_]�Ih.FIE)-D_ELL:. : . _ _._ -STUDS'SpACEO UP TO.i< G.C. a IOp 6'EOGE 112 FIELD . - - ' i ;':i,:. . .> :t> - ,IR'.AND 25/32:FIBERBOARD PANELS :.9d . 3"EDGE J.'o'".FIELD - 4,1:1UALL6 i ,^ '• •• 1J2'GYPSUM WALLBOARD Sd COOLERS 1•EDGE f to'FIELD WALL HEIGHT - �.,. - _ .E.i - - I - , .. FLOOR'SHEATHiNG LOADBEARINo.WALLS.------- - -------- ----------.(FIG 10 AND TABL_5)'._ _______ ______.-FT<10�., - - _ ..... _-..-_ NON-LCADBEARING WALLS._. _____.____ ________:.(FIG 10 AND TABLE 51.._ __._=T<':20` :L. .. LATEi:AL .. '•. : .. .. UOOD9TRUC'URW.PANELS - _ _ T -- 4'- .-' ;•.. ,.', .. 1'OR LESS - ed !Od 6'-EA+E t 12'PEI.D WALL 5 UD SPACING----------- - ------------------(FIG 10 AND.TABLE 9)._- _.____-___.-_-._N<.1 O.C.-_I/. .. .- I ,-. ..> ,, WALL STORY OFFSETS:-----------------------------.(FIG T,q)-------------- ---------------------FT.(.d._y _ ,.. • ) _'-', .: - - _ - _ - I GREATER THAN I' IOd IOd -6":ERG=J 6`r'ELD 412 ALL STU OR'wai Ls'. 1 - t'- Rom. GENERAL NAILING SCHEDULE _ _ Tl-P.HORIZONT.'. DOUBLE:. - WA LOADBEARING WALLS.______ - - NAIL EDGE(STAGGERED NAIL - _ .. -___--.-_ ..__ __.(TABLE-5).-_ __--___ ___._.-__-__.2X.& -I InT-k-IN,L I �1 " SHEAR - PASTERd COMMI R m3'-O.C. . NON-LOAD E4RING WALLS:__ _-____-.___ ___--___.(TABLE'S)-.-. .__-___ -_- -_-_-.2X Sz-_1f2FT_21N_1/ I - v -GABLE END WALL EIRACING, - I 1 .�� : - - > m) 1 - - .. . FULL HEIGHT ENDWALL STUDS_- -------- --------(FIG 10J.:___ ___-___ - I/ - - .'�. TYP:Tfl6'WCOD STRUCTURAL _ - ____. WSP.ATTIC FLOOR LENGTH____ __________ _______::(FIG II):_.:_-. , _-_;:-. -____-___ __-___.._FT>Wf3'._A_ : :I: 7 '•''' •�: � .VERTYALPANEL SHEATHING V. _. / ✓. - - I f ,. - , 1. 11 1. . GYPSUM,CEILING LENGTH(IF WSJ h'OT USED) -..-__.'(FIG iU;--__ ______ ______:-�_FT":>'.0.9W. f' 1 .r ,-..'• - . . ' N/A. G Arai . - `.. _ AND 2X4 CONTINUOUS.LATERAL.BRAG- 6 T.O.G.(FIG 1U.-.._ ___ __ _ _____________ .: _ - - - :.,._. .. OR`X3--CEILING'FURRING STRIPS-16'�SPACING''MIN.WTH 2X4;.BLOCK.NG. 4,F..SPACING IN END._ - ✓. '" - ?YP,VERTICAL EOGE.NAIL .. BLE•TOP PLATE- - - - ..: . .. .. , � :. JOIST ORTRI155.BA.S:____ ________ _______ _______ ________ ;__.____ ________. �L - :,'-.:-. . ..DOUBLE TOP PLATE• .., I .. 1- BPACMO.C.)d CO _._ MroN. DOU �I N' A 2aFT' MAX 4' FT .1 .1 fd ;, ; ,% - . ___ SP...GE L_NG.,N ___-___ ^ _-__-_. G 13.A D T B__-b)-____ _______ ____.__._-.._ _I/ I . ,- 'W41 ... SPLICE CONNECTION�(NO.OF 16d,COMMON NAILS) TABLE. .-- -- :.-__ _ In - ` ( : Y -"'mil 11 b" -,__._ _ i I ,� `:, TYP.FIELD NAIL SPACING' 1. _ .. - . Sd COMMON.®_O.C. OADBEARI2:G WALL CONNECTIONS - - - - S _,�- .. __ - - = _ 1 _ LATERAL( 0.OF W-0 COMMON NAILS):'_______ _:(TABLE:'U._ -_-__ __--._____ _____________ 2_ ✓ - �. .::.• - .' - I' _ _ NON-LOADSEARING:WALL CONNECTIONS- - _ 11 i'' `' 4: ' - - - 1 OUBLE FIEA LATERAL'(NO:-OF 16d'COMMON'NAILS).-. RA...LE,B):._ __ - 2' > - - f LOAD BEARING WALL OPENINGS CREGCRD LARGEST OPENING BUT CHECK ALL'OPENINGS:FOR COMPLIANCE TO TABLE 9) I 1 I .• .. .. - - - .. _--_-..:(TABLE S)�.__�N- INE�Jtta"-----' - J _FT_Q_jN.<11'_�$_ ( _.. 't D . :NEARER SPANS---------- ____ - . . DER- SILL PLATE SPANS.-_--_--------_----- --------: _ -(TAB-E.9).._ .ENGtAlEE 21NG_ ___ ____•Lp;fT�IN._<11•� .. , I {. I :.,.,.. .: FULL - .i . 'PJLL HEIGHT STUOS'fNO..OF STUDS)._.__ ___-___-fTABLE.9)..___ ._ ____ _ _____ ______'_:- _ _ELL - .. o - .. li I G ./ .. . .. ' -,. :..i I _... ,•. - ... HEIGHT NON-LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE- ) ° ° I I .. ".(SAVER SPANS - __ _ _ ?AH_E 97:__.ENI INE):t21NG' - - 16 FT 11,111 p> ° - .1 'SILL PLATE SPANS._______ ____________-__ _._..?ABLE 9): ._EZ`LG��I LZL`L(3_ .______-_.16 FT.-O )N.K 11•�_ a .'Dn . 4. , - ' - -1 / •-I/4 A : t _ --DOUBLE JACK STUD- .: -FULL.HEIGHT'STUDS(NO.OF STUDS).___ -___.(TABLE'93._ EEL.3.4.(a___1.-M-.______.. 5'. ,!. � - - ,•' ° 1'' � -"� •.i+° .o'. REOUIREttENTS A':EACH END OF HEADER - . _.._ .____..._ .'' .EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND 514EAR S;MUI.TANEOUSL'? - :y 'O,d'a -°An _ �' - ,;"'%',5'1 6.' MINIMUM- NUITBER_OF- - - il. WINDOW SILL PLATE .'MINIMUM$UILDU.YGDMEN510N,(W'). - _ -- I;� :.. HEADER,5PAN' HEADER:' .UPLIFT .LATERA_ : ,; 1 , ,:.. ._ A .._:- -G - -.� - .. �,.° ,. .1.." :° <..> <-,e'> •.. .e. .. o (FT.)'- .SIZE'.. RILL-HEIGHT (LB;J LLB.). . I--1m+'•'__ _ __ NOMINAL HEIGHT OF TAI:LEc•:OPENINu-. ___.: :__.____. -__.. _- 5'-w'<6'8"�_ - e /• _-<.. '[ . -r ° < 24"_. :A_ w.• .STUDS: .3- .�r`-�--s:__ 4 24"O.C.MAX. ...1 O.C.M X.. .__ ._-._.-- -..___.__ _`, .5NEATHING TYP_ - ..NOTE 0- _-.-__.__. _______-_ -_______._._._.-GDX `/ - - 6•a Ise d'1- '. .1 da _ E3I.. 11- --- _ .. _ .. .. STUD SPACING. ::.,... .. II STUD SPACING' 2-2X4 . �.' :.'..2'll '132- .. .k - ._ - .-.-_:-__.RABHE'ID-OR-NOTE.4.IF LESS).__._-____. ._._6-:iN. ./: A. - :,...,..° "... °_:r,. e'EDGE NAf1 SPACING'_______ _________ ___. 12 - - e -e ? e :e.+ e ....• ,- e'... °. _. - .2., _ __ �3 __ _ 'FIELD NAIL,SPACING..--:__ __-_._ __-__.(TABLE IO) __.______ ________ _ __IN.� - £ ..a .'a, . :'2•.•;< c c_ . °..• 3 --- 4I6 i98 u - •'.. u e da e5m AnSHEARCONNCNN0.OF 16d.COMMON NAILS) (TABLE,IO) - ''s n '••a ., -- c E , :' . . .. - : 4, :. III PERCENT:FL_LH_IGWT'SH_ATWNG:____.. __ --..RABLE to) __._--._ _______________.. .-._--.... t _ n I. n. _ _ _ _ o 1 n 22X4 2 ,Ei'5!i 264 ° .-1 ... ".1 -. . . ..8.. 2�2X4 ..,,,3 .. 6S3 . 330. 5 ADDItiONAL SHEATHNG FOR WALL WITH OPENING>6el C DESIGN CONCEPTS):___ _________ ________- _/ T _'' • _ - --- I 1 \.�: ... :naXU-7)M BJ LDIt,Ys DIMEUSION.(L-J .. - ...:( ._ .- - -- 2-2X6 :..3 :831 396 ' _ _ l - NOTE? _ ._ _ _ l'_ .. - NOMINAL HEIGHT OF 7ALLESr OPENING....:__ ._:.__ _...-.,__ ____,.__.._ ,.____.:-.. </'.6,�6.-�L,. -->-- _-.______..._. _�.__., -.,.'� __ �,-.__-__ TILL_ ;•. .:t SHEATHING TYP-._ _-_-._-_ _________.__-___--_ !NOTE 4).... ........._____.:• � ____._.-_rIQx_I/ , ...... : . �3 9l0 462 - _.. 4 .: .. _.W... ..._.;._. - _ .. . 1 .4 A.. .°d ,:-�d �b b1 bb A ..`A�1 .°d� . EDGE NAIL:SPACING-------- ---------- -------,.. . . .:RAB_E II OR NOTE 4.IF LE55)._-.--_ _-_-_.. ..__.-__IN. d .' - • � 8 2-2XI2 - 3 1,108�' 928 r .. �, '';-° ,.•... .. ... .. ..... . ,r 12 MAXIMUM WALL STUD HEIGHT , STUD :RACING _._,,,_.. ---__ - ,.,. a > FIELD NAIL SPACING.._.__•_ _. .--.__.. (TART- U _..__-._.- ..-_.. .. IN._Li -- - -.. - .e -<„i>. q q .fit ,.E f. .. ....._3 .: 9.. - i3-2>CIO' . 1,241 5SI4 1 °.... ,% a;.:'_ a,°; < a•>°. ,"..,',. .'a'?.`4. ... SH..AR.CONhECTION(NO.OF 6d,COMMON NAILS,) CTA9L£.IU.,. .....-__. --'.__.._: ::.............�_ .� ...._._-. -_�_.._-�_ _ e. c 4 °w. E 3S p (t CONNECTION AND WALL °vN SHEATHING - ( e 660 PERCENT-FU..L HEIGai SHEATHING (LOBE-lU 1G _L: I�r-1l�I:'ER I- 10 3 2Xi2' '4 ,3._5 '° : n. b, A d.a ,.!.• n.� , .. Goo- A a y _ .'+ _ o .25.54.309: _ ...,. c TYP.AI14"PL TE W S A>,ID c S..ADDITIONAL.SHEATFIING.:FOR U.ALL WITH-OPENING>6'8 <DESIGN.C. . TS),____ _.-_.._____.._._.._._. - _ - { 'o e.,°..°., 1.'•_ WALL CLADDING E _ _ ll 4-2Xi0._, 4: .1,524 l26 ( 3`Y,3`X/-0 PATE WASHER 'RATeD FOR'UDIND SPEED).__ ......_. - - -. .16 d„ .�d .h1E.° a Ati.. da . bI f' da . A° ._ - .. '- -------- ___"-._ ----�..,... ._..--. -..-'•'--.. ---'•-. . __:� - _ . . I. TABLE 9: WALL OP�E-4� , - NEAr-eRS 51 ROOFS' I r - c : E c - ..L .:: - ,t .1Dro ba.-fib Da':.°t1 -13- d A, be . Arbo 61 ROOF'FRAMING 2T_MBER SPANS CHECKED?(FOR RAFTERS USE;AWG SPAN TOCL,S._E.,SBR5 WEBSITE) :.:. �__, ', :;-. - - IN L DBEI�CR.IN ;WALLS 1 - ',. , 'ROOF OVERHANG._ -- - -- ---- !F. URE'197. - __0, FT:(:.SMALLER OF 2' / - ' - 1 - T _ "a y/ '�,,:(., '4." - \ de d•n .�d•a A"�.4 d'1 Ab .°da . Ae .Fb1 .°A TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS j. 'NC ES:, -. - 1/1, ,.,...,n F. �, E. 'k //^•�} , PROPRIETARY GQNIJEGTORS - I "' .- - - �. 1: •TNIS.GHEICLISI SHALL B_-MET.NITS ENTIRETY,EXCLUDING)THE SPECIFIC EXCEPTION NOTED.IN:2,�TO COMPLY WITH-THE _E-: .f -� k'x '' - UPLIF H A ` -/ KIN ..� .. - --` - - - ,.__ _______ _ _____________ _______-!ABLE'iv.___?<S,__u)_P4GF____S-___:,____ u- L.-____� - .-:. -. -.. H -I - � � I- A �< - . . ,REOJ:REMENT9 GF_1C0 CMR 5301;2.L11,EM L IF THE G ECKLST to MET IN ITS ENTIRETY THEN THE FOL_OWING M'cTAL:STR,P5 } ! • o LATERAL-___ _.__-_:__ _. ____.__ ______-.:(-ABLE 12).:_C2f2_bUQL.____ _ : L•J3rPPLF__,// .. -. -' I. ,AND HOUD..DOWNS'ARE NGT RE.^.U:RED PER.THE:WFCM'110 MPH r _ _ SHEAR.._-___ ___----- _____--_..,!TABLE Y1F.:_ _-_-.__ -__ S:„.]'LJ°LF_)(_,. ,; _ -- 'G. i1q: _ g{ RIDGE S`RAP CONNECTIONS,IF COLLAR TIES.NOT USED PER'!TABLE 131 - - T.� PL'�.I:' A.STEEL 9TRAP9-PER FIGURE 5 - ' I i ( IC ..' _ _ - - LLER O r F -,- B 20 GAGE STRAPS.PER FIGURE 11 1 S ry I e GABLE RAKE TER C NNECTI:__ --______ _______(F°CURE-.1O)._.--_ _ ___�-fT.f SMALLER CF 2'OR LlZ _ •> C:UPLIFT'STRA!FS PER'FIGURE:to ":. TRUSS OR RAFTER GONNEG-IONS AT NON-LOA,.BEARING WALLS - D:ALL STRAPS PER FIGURE'11.' -- , ::4 .\ `'^ ^ L t -PROPRIETARY CONNECTORS - . - P F :: .:E:,'CORNER.STUD HOLD DOWNS PER�FIGUR-E lad AND FIGURE 18b �):. �� -.. I L 7.._ ________ ____ ____ _________'(TABLE-14).. .-.:.-__ ____:__.__. 411 .. ,. � _ - ': _ : ,`, yX `Jr '[••`.t s'�s - -- �'-' 2;'EXCEPTION:.-OPENING HEIGHT Or UP'TO 8 FT.SHALL BE PERMITTED WHEW 5.-15 A06ED'.TO ,HE PERCENT.FULL-HEIGHT SHEATHING L';,.;�` ,„f 4„; a j LA,ER'+L(NO.OF Iba COMMON)JAILS)._____ _ (ABLE-14)._ _.___:__ - _:-____::___..__- _.L" 3},B. -- �,'.^yT:xg� g�' µ,.+`*>� ff STUD3AN4,! rTl✓ADI~RS ROOF SHEATHING TYPE __.____ :__-____-...___:__..(PER'180 GMR 58.00'AND.59:D0).._-_... _ - REOJ;REt 1ENT9 SHOWN IN-TABLES IO'AND lL ." _ _^•T _ - •£.,'N', r, b .� __--_',-..BD), I/,E .,.. .::3::THE BOTTOMSLL PLANE INEXTERIOR WALLS SHAL.BE A MINIMUM 2 !N.NOt'INAL THICKNESS pRe551RE TREATS✓..GRADE, ... -^-•"" '•^ -ROOF 54.._A.THI.Ki TN:GKNESS.-._ .. - - .. i '1°y;fk" r e -, -----�-� - - ---•- -.__.-- ...__.._....- ._ ..:4 :A.FROM TABLE iO AND 11 AND LOCATION OF WALL SHEATHING':AND..BUILDING ASPECT RATIO.DETERMINE:PERCENT FULL-HEIGHT- I _/}. '' p er, __: ?ABLE 21 - - _ __._ft/6_-___.]�- yj^'TELLING•AND NAIL:PAGING'REOUIREMENT6. : - MK 6� AR�UND WAIL DI I✓NING:J.ROOF SNEATHIN,s.ASTENING._-_ _________ ___ __ ._..____ .__:__ _._ ..___.._ .r ... . .. .' /'--� '. DATE` 12EYISION 'DRAWN Bi'.. -. .PACE -SCALE. : BUILDER - -JOB ADDRESS - - /I... .. DESIGN :':: 7 c=� f? JJ f- ��-�1 /!1/c f`.._ - _ p-� BAYBERRY BUILDING CO. > RANCH/CA ( W IJA03N f >ll��C C LJk'i C��o c✓ �/��I Mag PI= HOME 4-21-1C? w` JB .�oF1_ 1/a'11'-0' .: ._ U1 (Il PURCNAbE OF_OF-I G5 LE-85 PURCH45ER.RE,PCNSiALE'TOR CC`fYLIANCE,WITH AlL ,:[2)EXACT.SIZE AND RE N'F--ittNi OF:ALL COVE FOOTNG5 '' -At,'F-TINGE 5NALL EXTEND^"DIU FRO9T:JNE VERifI',DFY lu.; -�- GG/�t . + I LCOAL.EUILUING COOE5 At ORON4NC'e,9,,:6MIGN5 Y:4Y'NOT-9E NELD'REBPONS�LE I-,8E AETERMI,,W BY WCAL 90;L CONDITIONS ONO-A&C3TABLE [A)VERIFY 9TRUCTERAI EL•_.•',L TS TOR DES4N..SELLS. P.O,.BOX)B.7 �? '�:/v8�4(�+9rJ� QI FOR BITE DONDiTIONS OR FOR THE:USA OF NH ltt-Ay NGS,D NG CG:KTRL'GTICN- .PR-><T'C*-'9 OF CONSTRuc,Iog.vERIY OES4N WITu:LOCAL ENGINEER.. WITH LOCH.W-NE AAb P�J:::O::YG GFF,GALS: - l[. 91 BARN5I SLE NA 01668,