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Home My WebLink About0030 SETTLERS LANE i f Total Green Energy Solution, LLC (TGES) Save Energy, Save.The Earth! Blower Door Test Form Client Information Buildina Information Name: Jacques Morin (Bayberry Building) Address: L16-HO30 Settlers Ln Address: 1436 Lyannough Rd City, State Zip: Barnstable, MA 02601 City, State Zip: Barnstable, MA 02601 Test Date: 11/08/16 Phone: 508-776-2953 Test Time: 12:30 PM E-mail: bayberrybuilding@comcast.net Point of Construction O Rough Final Blower Door Test Result Whole House Infiltration: _1830 CFM House Pressure: -50 Pascal 1"floor Living Space: Square Footage = 1389 ft2 Volume= 13646 ft3 2nd floor Living Space: Square Footage = 1037 ft2 Volume=7994 ft3 Total Living Space: Square Footage =2426 ft2 Volume=21640 ft3 ACH50=CFM50X 60/Volume= 5.07 ACH50 Some of the areas that can be improved to reduce the whole house infiltration for this project are air- tightening the ductwork, increased air sealing of penetrations into living space, bath fan dampers, improved gasketing of doors into attic space, sealing ductwork to subfloor, increased air sealing around fireplace. I certify that this test was performed in Compliance with applicable standards Tester's Signature: HERS Rater Name- - ,,tin Benjaminsen HERS Rater Company: Total Green Energy Solution HERS Rater Provider: Energy Raters of Massachusetts(ERM)_ Total Green Energy Solution, LLC Lexington,MA www.TotalGreenEnemySolution.com Phone:888-818-TGES(8437) Fax:781-345-1121(F) o� Town of Barnstable Building Department-200 Main Street rEOMs . Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2015-02628-1 CO Issue Date: 12/28/2016 Parcel ID: 273-122-032 Zoning Classification: RC-1 Location: 30 SETTLERS LANE, HYANNIS Proposed Use: 1300 Gen Contractor: Jacques N Morin Permit Type: Residential Comments: /z :1.-ell Building Official Date: . LANE SETTLERS 81.45' Lost 16 L4 Area=9,203f Sq. Ft, Or 0.21 f Acres 11.5' 12.3' EXISTING FOUNDATION TOF = 70.4 ; co 0 N 82.90' FOUNDATION PLOT. PLAN PREPARED EXCLUSIVELY FOR THE. PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #30 SETTLERS LANE'HYANMS, MA Dce #oo—ore SCALE; : 1" = 20' DATE: t J U N E '5, 2015' REFERENCE : .ASSESSOR'S MAP 273 PARCEL 122-32 PREPARED. FOR. LOT 16 PB 610 PG 93 BAYBERRY UILDING I HEREBY CERTIFY THAT THE STRUCTURE . OF SHOWN ON THIS PLAN IS LOCATED ON THE ��L Assgc GROUND AS. SHOWN HEREON. o`' DANIELfax 5W 362-OW A. ,yam off 508-362-46+1 m Qj down 'cape engineering, Iris. 09 0 ClWL ENGINEERS "^ . I O'E LAND SURVEYORS ------------ ------- ��Y � —_--- . UR 939 Moln Street — YARMOUTHPORT, MASS DATE 'REG. VEYOR . . TOVi`s'N OF.BARNSTABLE BUILDING PERMIT APPLICATION Map c .3 arcel lc_ D. _OL3� Application # Zo ✓d ZC� Health Division Date Issued( Conservation Division Application Fee Planning Dept ( Permit Fee 1�� 0 Date Definitive Plan Approved by Planning Board �Z5"0 0 Historic - OKH _ Preservation / Hyannis Project Street A dress b+ aUbLk Village Owner 6s✓ C l` Aftbss �64�' r Telephone If 7 Permit Request a. " A "' L L� _J L I Square feet: 1 stbor: existing proposed 2nd floor: existing proposed 1 J Total newc,130_ Zoning District ! -A 4i Flood Plain f) Groundwater Overlay Project Valuation 62, Construction Type_ Ln ay Lot Size Grandfathered: ❑Yes ❑AP46' If yes, attach s�pportinvocCUbentation. Dwelling Type: Single Family-a"' Two Family ❑ Multi-Family (# units) Age of Existing Structure ate— Historic House: ❑Yes UP4o On Old King's Highway: ❑Yes ,9- oo Basement Type: URI ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 3 Number of Baths: Full: existing new 113 Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: aGas U Oil ❑ Electric ❑ Other Central Air: ;I-<es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes.0'110 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size— Attached garage: ❑ existing Plfiew size _Shed: ❑ existing ❑ new size — Other: &Z) Zoning Board of Appeals Authorization ❑ Appeal # OZa��Recorded a3 Commercial ❑Yes �lo If yes, site plan review # lC) ? Current Use l Proposed Use aim 10 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address JAI 2o =- License # 7 cif CA- 03- CCU Home Improvement Contractor# 1 Worker's Compensation # (, 22 U 8c 256?7SL ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ,1s' DATE %se_ 12 r-- FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED f ' MAP/PARCEL NO. . -ADDRESS VILLAGE - OWNER ' DATE OF INSPECTION: FOUNDATION r FRAME -INSULATION! } FIREPLACE z ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ;FINAL BUILDING; g x DATE CLOSED OUT ASSOCIATION PLAN NO. REScheck Software Version 4.6.0 Compliance Certificate Project BAYBERRY BLDRS Energy Code: 2012 IECC Location: Hyannis, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,530 ft2 Glazing Area 15% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 16 SETTLERS LANDING HYANNIS, MA Compliance: 0.3%Better Than Code Maximum UA: 349 Your UA: 348 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,530 38.0 0.0 0.030 46 Wall 1: Wood Frame, 16" o.c. 2,620 21.0 0.0 0.057 126 Window 1: Wood Frame:Double Pane 357 0.310 111 Door 1: Solid 21 0.250 5 Door 2: Glass 36 0.290 10 Floor 1: All-Wood JoistfTruss:Over Unconditioned Space 1,530 30.0 0.0 0.033 50 Co Nance Statement: The proposed building design described here is consistent with the building plans,specifications,and other talc a ions submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in RESc k Version 4.6.0 and to comply with the manda requirements listed in the REScheck Inspection Checklist. s s- Na - itle Signature Dath Project Title: BAYBERRY BLDRS Report date: 05/12/15 Data filename: Untitled.rck Page 1 of 8 tsxr€ a ri�sr�el� s dAk office o fimmi ideas Wo-shingfun meet ffaston.MA Q2 fvt�.•rv_a�aar�:g�fdua 'Q$rc�j :�s' C0mgensz� a�tXnsurmce. c�a�BwMers Coutr tQrsfE cEricianslPlu tiers In�f Please Print Na=03� J �o�O_ re�inPsth� Address- ' a . 41 /.5t`3f�el2ip_ V.d Lhons'4 —,5 7S -� :. 6� Are an employer? f1ie appropriafa bo= Type of l it e - L am a employer with 4- ❑I ffix s kcal cctmfracfnr�I 6. LV w a>nst e_4rioyees(full.andlorgazt-tme)* bavebire&tbe ❑ I am a sole propFietor orpartner- listed on the afthed sTJBef `}'_ Remodeliog ship and ha2Ee no employees These snb_cmnfrsctot3 have 8- ❑Demnlifiotac we�clang is an emplaye aid have woikers- 9 ❑.fig additico [No work as � . _for me Y c�'o�`' Ems-n-,cttrasvr�1 comp:imuranee 1p-0�tncal repain or addiitoas �-� 5_❑ �e are a ccxporafic�zu8 ifs .❑ I am a Winer doing Ell vRork officals have imrcised the r 11 Pi ing repairs er rc: s ers Eight of exemoouP bfGL l�Roofrepaim. �aysei£ °grarSrer 'O°'0°p c-152§1(4),and we have a* effipluy-e�:[lsio�eor3cess' Comp-mscaance reTmced_I *Any arn also lovith sectionbraw � �'�eaT coa�es u ca t va ga3 s •=,�+;�,� R meawous who smbmitPies dae- ate aIItta3c-d tb-bire rw catitaactsr6»Mt sub MA a�ATUL�it R.:u, y snrTTI cft9rs tbs2 Cher k this bcxmast sGarlc6 zA xddit MA sheet sb0wh2Z-tfie nMe a_T tlae 3 arnd sib xhete�nrnur these�fiir25 bak? Mzgwyem Irthe Mb,<=tV.Ct=h2veMwkseP_%Mey UMIIUvi&th-.rwu&�tamp.perhCY-1— E am era g pPcryer rhr is tf�or srs'cass>pRrrsxrliotf inazur�ce jar.T,y zwp gs& Bdow is fife poUcy rutd job s f� L35Uance Corngar<ylNasne- { 1 d ExpirotmnDate_ O 0(0 or 3e1€ins I is V _ PA. AAA _X Job Sim AA&e3s_ C43 tat lCap Attach a copy of#hietsurkers"cuzngea�safiUn pulkT declaration page(slieu IF the policy amufb. F ezprratt�on date. Failure t o secase Coupe as ustdt=r Section 25�o€�IGL c l�Can lead tB the imposxnaa of erimiaal pies cat x fine up to$1,50D.00-an8l�o ye�ri �as�penalties in sae f of a STOP WORK O ZD�Z grad a s►e of ug tcx$250-00 a.day against tiie violator- Be advised*Kt a Cvpp of this statement:maybe fmrwardad to the Office of Inzrestrgafi the DIA for insatt Ia coveta$e kmiffu2d ion t _ I dd baby 7 thg pains andpsnaWas u.f wy diatthe arj orMq*n ran ahety Es k=tirfr!correct `iFII8tam: �af8; a .cart[}. Da rat trrite in tfds area #ct'be«rxI}fi`eted'h}$c4 ar town a�fleartL City or Town- p #/Liceuse 9 Issuing A ufhoa-ity{drele ins}: L Board of Health 2. d'iq;Ilepartmeut S,CiW. Ya Qerk 4_ Fectrit aI Inspector fi,J Fumbin Fa ctor .6.Qther Contact Person Phone 9; 6 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYYI T TIFICATE 1 ISSUED SAMATTER O INFORMATIO ONLY AND CONFERS NO RIGHTS UPON E CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must he endorsed. If SUBROGATION IS WAIVED,subject to the arms and conditions of the policy,certain policies may require and endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: DOWLING&ONEIL INS PHONE FAX 973 IYANNOUGH ROAD (A/C,No,E xt): (A/C,No): E-MAIL HYANNIS,MA 02601 ADDRESS: 22LGR INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: AMERICAN ZURICH INSURANCE COMPANY BAYBERRY BUILDING COMPANY,INC INSURER B: INSURER C: INSURER D: 1436 IYANNOUGH RD,SUITE4 INSURER E: HYANNNIS, MA 02601 INSURER F: s COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 0 CERTIFY AT THE POLICIE OF NS RAN E LISTED ELO HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH HIS CERT IFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICES. LIMTS SHOWN MAY HOVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EXP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER fMNhDD%YYYY) I[MM4DDIYYYY) LIMTS GENERALLIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY AMAGE TO RENTED $ CLAIMS MADE ®OCCUR. 3REMISES(Ea occurrence) ED EXP(Any one person) $ ERSONAL&AD V INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY ®PROJECT ®LOC RODUCTS-COMPJOP AGO $ AUTOMOBILE LIABILITY E D SINGLE $ ANYAUTO accident)ALL OWNED AUTOS JURY $ SCHEDULE AUTOS n)NJURY $ HIRED PllTOS ent)NON-OWNED AUTOS TYDAMAGE $ ent)UMBRELLALIAB OCCUR CURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND rWCSTATUTORY OTHER EMPLOYER'S LIABILITY YIN UB-2E097860-15 0310W015 03/06/2016 UMITS ANY PROPERI TOR/PAR TNERIEXECUTIVE OFFICERMIEMBER EXCLUDED? MN N/A E.L.EACH ACCIDENT $ 500000 (Mandatory in NH) E.L.DISEASE-EAEMPLOYEE $ 500,000 Ityes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE -POLICYLIMIT $ 500,000 DESCRIPTION OF OPERATION SILOCATIONSIVEHICLES/RESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTInCATE HOLDER AFFECTING WORKERS COMP COVERAGE. CERTIFICATE HOLDER TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED 200 MAIN ST BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED $ IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RE PR E TAy , f ./•--1 � . HYANNIS,MA 02601 r..� — �`^�` 7 + <" t:• t ACORD 010t05) The ACORD name and logo are registered marks of ACORD 1988-2010 ACO D�CORPORATION. All rights reserved. Boa 21233 Ps IG7 �48605 07--31--2606 &1 ,032590 BA RHS.TA 8tE •'79. " CLERK 1?,F}' 2 n Town of Barnstable Zoning Board of Appeals M.G.L.,Chapter 40B Comprehensive Permit Decision and Notice Second Remand of Appeal 2000-85 "Settlers Landing F.- Applicant Jacques N.Morin,Trustee of Settlers Landing Realty Trust Property Address: 3,5,7,17,31,49,59,71,75,79,81,&0 Settles Landing and 310 Castlewood Circle,Hyannis, MA Assessor's hWamcl: Map 273,Parcels 122-001 through 011,632,and 032-001 Zoning. Residential C-1 and Groundwater Protection Overlay Districts Permit Granted: Authorized the division of 5.61 acre portion of a 13.36 acre lot into a 20 lot subdivision for the development of 20 single-family dwellings. Five(5)of the dwellings are to be dedicated in perpetuity as affordable units marketer to qualified law and moderate-income households. Background Information: The Applicant: The Applicant is Jacques N.Morin,'Trustee of Settlers Landing Realty Trust. The address of the Trust is cod�111�ta41*1.Road(1?ni3t~?R„ Tito d�r g„t .±tle�M A. The Tn;ct was crp-Rtr.d by a neclaratinn of Trust signed by the applicant and dated August 3,2000. b Relief Requested: On December 05,2005,materials were submitted to the Zoning Board as required by a Stipulation of Remand issued by the Housing Appeals Comaxittee on October 12,2005. In those materials,the Applicant requested the issuance of a comprehensive permit pursuant to M.G.L.Chapter 40B §§20-23 to build 20 three-bedroom single-family dwellings on 5.61 acre portion of the 01.36 acre site louated off. Castlewood Circle in Hyannis. Five(5)of the dwellings are to be dedicated to affordable units,sold only to qualified households under the Housing Starts Program of Massachusetts Housing Finance Agency and/or the New England Fund Program of the Federal Home Loan Bank of Boston. The subdivision of the lead proposes 20 house lots that range from 8.725 sq.ft to 11,607 sqft on the 5.61 acre portion of the 13.36 acre site,and one 7.75 acre lot.The dwellings to baby range from 1,248 sq.ft. to 1,980 sq.ft in living area. The Stipulation of Remand cites that it was issued as per the Agreement uf.November 18,2004-the Stipulation of Settlement and Stay("the Agreement'j. The Agreement is applicable to this Chapter 40B submittal and two recent Private Initiated Affordable Housing Development(PWW)special permit t, 3 ' Affidavit of Substantial Financial Interest !, �/ �afS�JOlie // of j - ,� -�` _ 1A�;c"� E;"-- on oath depose and state as follows: r 1. I am an applicant for a building permit for t e p rty ited t Map Parcel The address of the property is ��,;�,�-_� 2. 1 have AV % legal or equitable interest in the, real property which is the subject of the building permit application which is identified in paragraph I above. 3. Within in the last twelve months from today's date, which is #L�/3__, the following individuals or entities have had a 1% or greater legal—or equity I interest in the real property which is the subject of the building permit application.which is identified in paragraph 1 above: Name Address J CC, 4. Within the last twelve months, from today's date, which is JOLJ��lave had a 1% or greater-legal or equitable interest in the following properties hich have been the subject of a building permit application: Map/Parcel 19 C Add ress a � dk_0 5. Within this calendar year, I have submlited building permit applicaticros.for ° property in which I have a 1 /o or greater legal or equitable interest. B. 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 O building permit applications for property in which I have a 1% legal or equrtabie interest. B. Within.this month, I have received. _`building permits for property in Which I have, a. 1% legal or equitable interest. Signed underthe pains and penalties o ury, this _,day of 2C 2001-00501affin Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor 1 &- 2 Family t License: CSFA-057770 . JACQULS N MOIi , 1597 FALMoUTH RIYA� Y Centerville MA �• Expiration, Commissioner O211612016 "" . o� racy 'Town of.Barnstable .�. Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,Building Cou n*Aoner 200 Main Street,Hyannis,MA 02601 www,town.barnstable-ma.us Office: 509-862•-403 8 � Fax: 508-790-6230 1, Property. Owner Must Complete and Sign This Section If Usi_n A Builder f the subjet.pmperty bereby authorizeCo t'act on zny behalf, in all Maness relative to work-authorized by this building permit aPP Irc'abon fo • r. v r tcux-� .(Address of Job) 000� w s' Date` S' o pwner :� ,C�g-tom►.•% - Print Name IN Nilson■■' men Arm— umz _..'' ,A , '� o ■��■■■'■■� _ ��■ — ■ee�eeeeeeeeee�� ■ee■e�e�eeee�■■ — IF yIng so =■■.__ - - ,.■■ ■■1■.■■ on 1 = 1 ■■■ ■■■ 1Elm - — MR. 1 , . ■ ■ ■ ■ ■ _ ■ ■ ■ ■ ■ _ ... ••_ :-:• - _ - � . ..._.._.._.._.._. I I I I III I I : _ .._.._..-.--.--.--.--. .: ._.._.._..• .._.._ _. --- . . . . . - . . . . - DATE, FIRE DEPARTMENT DATE r. - - - - - - - - INN=- - - sMEonN '\• i�o�:�-moo: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MEN - r :.s: ;;.� - - - - - - - _ : 1 a - - - z. ■■■ - _- i i - N E W N - 111 ■■■ I. son - - - - ■� - 111 .:f _ ..............S - - _ _ IIIII III IIIII BUILDERR.- - DESIGN • — INC, TWO CAR GARAGE ' PURCHAUR - �rrrrrrrrrnr�u�r�rrr�.�r�r�r�r�nw a WINDOW 4 DOOR SCHEDULE °'••o ID QTY MANUF, MODEL 0 R.O. NOTES A II ANDERBEN DN2849 32"XST •e•.°0• B I ANDERSEN DH2O4S/FX464S/DH2O49 102"X5T" LATERAL UPLIFT ••'B"CONCRETE WALL e,!° C I ANDERBEN PSBI611-L 96"X83" ANCHOR VOLT AND DAMP.PROOFING C8A •e .°0• D I ANDERBEN CN235 - 41-1/4 X41-3/8' 3'X3'XI/4'PLATE WASHER '.APPROVED. >;,• •� E I ANDERSEN AX61 8 12-3/8"X32" MAIN HOUSE SPACING 2X6 PT PLATE HEA •e .°0• F 4 ANDERSEN D142840 32"X48" o.c. 4"POURED CONC.SLAB G I ANDERBEN A21 24-5/8"X24-5/8" ° •° GARAGE SPACING ,• •„• •;• •„• 2X6 KEY �e °0• . •° H I ANDERBEN DH2849-3 96•'X51" • ,C, ° - .•o .°0•0�`0•A .°0•e .°da.°0•0 . d•• I 1 ANDERSEN CIR24 28.1/8" •d,e .�„° O •d•e!° .10"X22"•CONC.FTC.•' °0 0•n 3 - +' o e e •••�- J VELUX V8306 30.1/2"X46-1/8" MIN. •�•. COMPACTED GRANULAR K 1 ANDERBEN AR61%TAT. 12-3/9"XI1•1/2" •e•.°o•o• A% .°0•e 0•0 .°L'' 0•e •e•°D•e•°D• ° L 2 9/OXI/O II0-1/2"X13" .GARAGE TRAN. '� 1a °,• ,e 1< •v e,•° •l. I 3068RH W/T °Oo•°Oc•°Oe °d• a °Oe ado•°da•°Oo•°do RAN. 38-I/2"X96° MAIN ENTRY $•• i•• ° ��.° FOUNDATION WALL ° °2 I 2868RH 9 LITE 34-1/2"X83" GARAGE DOOR t. D NOTE: SIDEWALL SHEATHING(FRONT In'CDX SIDES a REAR 1/2"OSB 1 °. ° w ° ,° •e d•e .°0•e d• •d•o•. ,e•.°da . NOTE:d•o d'e 0•0 � � - .' e . •�•.° FROM END �o o '�; e 'e s '� 'e ° '•• •.' •e - FOOTING R.O.. FOOTING GAGED OPENINGS R O (ADD 2"TO WIDTH AND 2-I/2"TO HEIGHT 1 °! °•!a °0•e QF PLATES ••° °• NOTE: WHEN BUILDING STAIRS ALLOW FOR 314"FLOORING o FIRST 1 SECOND FLOOR. • .0•0 0•e• e . .°da .°dv .0 0•e•°d••• .o °do!° D _•_• DET�4ILS . ' e S" CONCRETE WALL!e °d•e!.°d•e . d,�!.°o•o! ° °• >• 16b" ,B,-0rr °'° ° .. a ?'°• ....................... .............. 'e a 9•-0n 9r-0rr - _ •e d•0 0•• U Q LL HEIGHT 2X6 WALL OM FLOOR TO RAFTERS: 'R � TYP, ANCHOR BOLT"SPACING - Q M/BEDROOM {- .{________ ____ 1 ._.. �� T -UL1ED CE'Le R rr 1•• •_ _+. RAILIVG _ . .. _ 5'-2I5 _ 8'•1WA" :• b.�rr N Q � �•-2X8 G.J.--► Q R '1(Illtillall(1111111(Ilglll`n�lllllull ail° '� 4 - .W,O.C. 4 ' '.._.: 3-2NIo'e j ............... 0 } - EXTERIOR . � __•• � .._. U DECK 4 INA+_ O I6'JCi2' BrAIRe w 28r•6rr : �� Q —�. � Ir °Q-j'.`i•� �L �y m ..................... .1............................................j. .. 28 6 O 1 _ V r 14'-614" 5'•Ila." \ yyyy�� M/BATH 4 r W.I_G. ...................... ....................................... .t. ...... ...... 6.4-• D 9 Ttf .__ .su ABaiE .... " U ....................... t 9 v `� in BASEMENT O ............. .... �• V` 5'-Ihr' Sr-316" _S 9r-0rr ^I4"THICK �Q ......... :S 0 00 m _ 4 r 'CONC.BLAB o Q ••..•.•..•...••••. •••.•. •.•. DINING B KITCHEN O _________ ___________ ^) 0 B 4 Q. w EN :5/8"P.G.DRYWALL t O O ;o WALLS 4 CEILING. 4"THICK ; 0 �9r-4brr br-0rr 6'-5a r' Sr-ln • lr-4r' 3'-9 23'-0n B �GONC.BLAB 'yp 1� uT I+I�IIla111111111111011"111111111 IIillallol 11(1 11111lu jnaa(nuljl - - '� q � GARAGE • O12'.1• 5•_2" q�_2 r in 3r-2r 22'-IOW' Q T•J _ ti._.... ..._. ... '3-2.10'e _...._. _:__--'- r.°• }'-a• WIOX30 STEEL ( u • - n'w.Ar.°•. o•o•c.o.__- 2_2n r EL BEAM = Q : TYP. 30"X30t.12" : PA r • / FLUSH W/CEILING. • CCLC__ e"(T CONG.FTC.W/3-I/2"RD. _ ..... ........................ ._._. __._--__---_____. Q 4 4 CONC.FILLELj COL. ,Q ❑ `caun+G LwE � Q r n I'•,I 2-4N I�1> �� C�' • A LAUNDRY 11% 2'-q" Q HALF BATH •�O ..... m 0 T ;cNaeE. Vs �. .... + ..........e'a•�f4•. ................... .. .. ........ yppyy;;P a LIVING - y lilumaunm(lnaillannuo �.I a j................... ...... �.....---............. d 2x8 C.J. .r.� w.1.c. '( ❑L •� 9 2'.grr " 7�1 lq�%I. 5'-T. 9'O' ,....: ......... ... PLAN � 4 ...........ry -- ------- i FOUNDATION m �y _,,• 49 br_2rr ,or6n br,rr ORC m o v 6_Err FIRST FLOOR PLAN .. - . . r. U111 \�M�, V 55'-da° I.-In•Deep erEP B'-0" B'-O" 2-9 3-3 Ir_Brr 8r-0rr 10'-6" b•-grr g ......... C ......... D 16'-0" 6-0. 1'-O" 26. ..... 6rr 55r-6 r BUILDER JOB ADDRESS DESIGN //�� /J �j DATE REVISION DRAWN BY PAGE %GALE BAYBERRY BUILDING LEXINGTON 2 Ulu/w,6,�f/=o EDEg1cvj4,70com 11-30-13 E JB --2—or I/a^•I'-0" J� ��slgns COMPANY INC. TWO CAR GARAGE j W (N oU AL SjI OP D WDE&B LEA':Ee PeRCNAeER REOPONBIBLE FCR COMPLtANCH wiN ALL (})E%ACT 0=AND REmT RCEHEYL OP ALL CONCRETE PpCTING9 (3)ALL FOOTI\b-N L EMEND BELOW PRO 1-1 VERIFY BE—. LOCAL eJILDMG CODER AW ORDMANCEB._B DEEZM MAT NOT BE HELD REBPONOIBL@ nUBi BE DE'fERHP1Ep BY LOCAL BOIL CONDIIIONB AND 4CCEPTABLE �(.}vERIPY B:pUCTL'RAL ELEMENTS POR DESIGN.BEE P.O.LWX>ee - ZI FOR BITE CONDITION%OR FOR THE IlBE OP T oo DRAWMGB DURWG CONSTRUCTION. PRACTICES CP CONBiRUCTION.VERIFI•DEEIGN WITH LOCAL ENGINEER. WITH LDCAL ENGINEER AND WILDMG OFPICIALB. eCff QARNel.OL'E.G MA per° (SOW 494-9 (D)2PCS.9-1/2"VERSA-LAM BELOW • TYP.RIM � CuOron GAP CUSTOM TOP RAIL , (F)2 PCS. 1.3/4"X9-1/2" TYP.HANGERS VERSA-LAM HDR. 4I1 0 + BIDING a BEARING WALL BELOW II=' : 2X2 BALUSTERS Q TYP.RIM - 4"MAX.CLEAR 1I a �TYP.WAINGERS SPACE BETWEEN , u ICE d WATER BEHIND NAILER `,Il 3 NAILING STRIP ALUM W/FLASHING TOP OF NAILER Z CUSTOM TOP RAIL 2XI0'6 m IS O.G.—► Ix OECrING Z_ 3-2XS PT BEAM I K - THROUGH BOLT TO EACH POO m2XB'6 a 16"O.C, WITH TWO 3/4"DIAM,BOLTS, IX TRIM BRO, BEARING WALL E+ELOW (Gl 2PGS.9-1/2"VERSA-LAM BELOW : '�•� >.. TT'P.JOIST HANGERS ;e; POST ANCHOR �... ...... ... ... ... ... .. ._. ..___.__. _. _ _ :.' 2XB PT NAILER BOLTED .J `L• WIO STEEL BEAM TYP.HANGERS W-3/4"LAG BOLTS 24"O.C. lh .. Qe � •b • id 0. - (E)2 PCS. 1-3/4"X9-I/Y' VERSA-LAM e HEADER BELOW. - .� EXTERIOR DECK DETAILS <--2XI0'e m 16"O.G.—► TYP. 10"DIAM,CONC.FILLED ppp I' 3-2X10'o TUBE 48"BELOW GRADE. TYP.HANGERS 34X6'e PT IuNI SECOND FLOOR FRAMING PLAN 4'_IYd" 5'-215" GIRDER BELOW - � - • 11 11 i 11 11 11 1 �II 11 11 0. 0 r E r ROOF 2XB PT —r m 5 m J6"O.G. i° U fi7 0' TYP.2X6 PT 91LL 46'-6' TYP.HANGERS r2XS PT - TYP.RIM 0 45'-0" - Q V_O" B'-11" 9_T 1,01 13'-4° ID 14'S" E) u MIS 11'-II411 E El 19'-5Y." Q Q 7 +2XI0'o m 16"O.C.�• f--2X10'e m I6"O.C.—► - O' .................... ................BA BEDROOM•3 ....... .101-10 '-5b"C Mi �... ....... - Q - 4 /. m '/ GIRDER BELOW - ^ j m BEDROOM 4'. Q Q 111 tll 111 111 Ifl HALIa/•'%�•;-•---- ° 111 III 111 111 III If1 111 11 111 1 1 11 1 II �' o�a�u�N � ;• Eia i15,4 13'-10 � 7d✓ iV fV 1 ® y V 0 W.I_C. O Q _ k o O BATH Q Q C$ f•-l.XiO'e°16"O.G.—•►............ ................ p0. � cN4ee O ❑ - °4 TYP.HANGERS Y cuaee !!!!All 111111m low GIRDER BELOW ...................................... ' - 111 111 Ifl ill 11 11 I) II T) 11 11 - -. STORAGE STORAGE ____ IAI IIII mW.PT.le•O.C. - _ ____ ______________________________________ _____________________________ f 2XIO'e m 16"O.G.-► O 'p p y , u eNUF l 6'-4f.o'�TYP. 14"80,CONC.FILLED - o SECOND FLOOR PLAN 49"BELOW GRADE. { FIRST FLOOR FRAMING PLAN BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING LEXINGTON 2 �✓w�-✓o�/� ��1 �/ C �0 �/�1�0 � �/ 11-30-13 • 'JIB •--3_OF-1 1/4"0' `g�gn`g COMPANY INC. TWO CAR GARAGE fll PIIRGNnOE OF ORAWINpe Le4YEb PURCHASER REBPONBIB�E FpR fAl'tPw ES WTH aL !>)HUST BIIP 4Np INW DR L=n W dLL C O NS TOOTW09 141 ALL FpO 1I 1N EMEND De FROBTLNE VERIFY DEP1N. IoR SITE EJEJJING NS 0 AND ORD USE 01•..E li 0q nAY NOT 0E HELO REBPONB®LE MA IDO CES ERNiNED DI COAL BOLL CONDEgNe AND ACCEPTAD_E !al VERILY 6T E.GRAL FLENENTB FpR DBBIGN.6. /"•O•� � (Jt'08f 4L,,��S' ZI •pR 811e CANDrt10N9 OR"OR THe USE OF THESE DRAWINGe OIE3MG CONBTR(fOTk)N, PRACTK:Eb OP LONBTREONpN.vERIFI•DESIGN WiN LOCAL ENGNPliR. WTH LOLAL ENGINEER AND BUEDMO OPFICIALe. MA O1M° it .. 2XIO RAFTERS m 16"O.C. RIDGE VENT RIDGE VENT ^ 2XIO RAFTERS 0 16"O.G. 2XI2 RIDGE V2"PLY,SHEATHING 2XI2 RIDGE 1/2°PLY.SHEATHING 15•ASPHALT PAPER • 15•ASPHALT PAPER IDLE vEMT ASPHALT BHINGLE9 •c^°'-�a e 2X10 RAFTERS m 16'O.G. R �J ASPHALT,SHINGLES 18"VERSA-LAM �n 2X10 RAFTERS o I6"O.G. 1/2"PLY•SHEATHING RIDGE VENT - �I a V2"PLY.SHEATHING 15•ASPHALT PAPER • 18"VERSA-LAMB :° ;' 15•ASPHALT PAPER ASPHALT SHINGLES '- -T"=-- ASPHALT SHINGLES 2XI0 RAFTERS a 16 O.C. r.11_• °. 0 1/2°'PLY.SHEATHING I5•ASPHALT PAPER - R38 INSUL. ASPHALT SHINGLES IX3 STRAPPING R38 INSUL. •, r 1/2"WALLBOARD - I/ STRAPPING HALL ••• x R38 I L. ;9,r 1/2"WALLBOARD BATH• LQ IX3 6 APPING BEDROOM-3 1/2"WA LLBBOARD r- 3/4"T/G PLY. 3/4"T/G PLY. NAILED 4 GLUED. LIVING ROOM ... ...: :...............:............... NAILED t GLUED. _ e m O.C. Ir2XIOo C.-► 16 O-r- --• IX3 STRAPPING 1/2" L D LBOAR LIVING ROOM n-Hoot ® LIVING R IX3 STRAPPING 1/2"WALLBOARD ZX6` o Ir."O.C. I/2"WALLBOARD I/2"WALLBOARD - R21 It SULATION B"B T/a BRDa. 2X6'a o 16"O.C. 1/2°WALLBOARD W_.I.G. LAUNDRY VI6" SB SHEATHING I.cr B®races. - R21 INSULATION KITCHEN 1/16"086 SHEATHIN 'y� 2Xbb o I6"O.C., DINING AREA 4 - SIO WRAP OR EQUAL SID COVERED TYVEK WRAP OR EQUAL R21 INSULATION t0 W PLY,SHEATHING ENTRY SIDING m TYVEK WRAP OR EQUAL 3/4"T/G PLY. - « 3/4"T/G PLY. Q SIDING NAILED t GLUED. NAILED t GLUED. .t- o -► �- o ,-► 3/4°T/G PLY. t e•ffi O.C.-� o p - NAILED t GLUED. 3-2XI0'a GIRDER - n<•D�ACMD - 30�INSUL: i` fN6I 3-2XIo'a GIRDER IN6UL. 2XI0'6 o ib"O.C. - 3-1/2"GONG.FILLED--., BASEMENT 3-1/2"GONG.FILLED LOLLY COLUMN. - LOLLY COLUMN. BASEMENT g S ...� - . S / BASEMENT - •- 4"GONG.SLAB - - 4"GONG.SLAB N _ / 4" NO.BLAB CROSS SECTION (A) CROSS SECTION (15) CROSS SECTION (C) RIDGE VENT . 2X12 RIDGE -' 2XB RAF7641 ERS o O.C. _ V2"PLY.SHEATHING - ; - 2XI0 RAFTERS o 16"O,G. ; -- - 15•ASPHALT PAPER - a PLUS ' --' I/2"PLY.SHEATHING ASPHALT SHINGLES .. ..... ...... ... ...... ....... ........... ...... ... . 15•ASPHALT PAPER . . �.6.� ASPHALT SHINGLES • 2XI0 RAFTERS 0 16"O.C. g 2X10 RAFTERS m 16"D.C. 2X12'a G.J.0 16"O C. V2"PLY"SHEATHING - 1/2"PLY.SHEATHING _ S.ASPHALT PAPER R38 IN6UL. RjSp RBI ASPHALTABHINGLEB �, IX3 STRAPPING . .ASPHALT SHINGLES 1/2'WALLBOARD • .F--2X10'a•16'O.C.-+ X .s--2XI0'e a W."O.G.-► - o'' BEDROOM•3 - r - " 2XffflI ' C.J.0 16"O.C. �' •io 3/4°T/G PLY. l .. NAILED t GLUED" 2 112 RIDGE R30 INSUL: WIO STEEL BEAM IX3 STRAPPING W 2XI2 RIDGE 0 B IX3 STRAPPING If2"WALLBOARD ., '4 2X12 RIDGE 5/8"F.G.WALLBOARD M/BATH 7 M/BEDROOM _ 1/2"WALLBOARD - p 5/8"F.C.WALLBOARD IAi IJD 2Xbb m W'O.C. GARAGE R2I INSULATION 2X4'a m B O.C. RI3 INSULATION VI6"OSB SHEATHING 4/4°T/G PLY. TYVEK WRAP OR EQUAL J0 o' Q I� g•p yp V' NAILED t GL SIDING '_a _ ,�1� os. o RMER o 0. 4a CONC.SLAB -.— 1 mO.C.-r _ _ .r-}- o 3-7XI0'6 GIRDER R30 INSUL -- - 3-1/2"CONC.FILLED LOLLY COLUMN. BASEMENT itLA. �--2X10'a o 16"O.C.-� ._. ... m o day 4"CONC.SLAB ,f'P v��Q •C - -. ... ... ... CROSS SECTION '(1» - r �` i� ��% ROOF FRAMING PLAN BUILDER JOB ADDRESS DESIGN �9 �Q�) J .DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING LEXINGTON 2 W91Ul XU-T/0 EDE61MV6,C0M 11-30-13 +! JB •�oF� 1/4„"i'o° J ��B�� S' `i COMPANY INC. TWO CAR GARAGE W fD PURCNABE OP DRAWI LOAVES PURCNAEER ROPON&BLE ROR COHPLIANCO WITH ALL W ENACT 9 AND REMPO CG 94T OP dlL CONCRETE TOOTN68 •l!)ALL COOTINOB BM4LL E%1END BELOW PROBTIJNB VERIFY DEPTN, 11-- LOCAL BUILD..02OM AND OR IR4WW,.9 D Wa G MAY NOT BB laW R PO MUST BO 0ErM"IN®BY LOCAL BOIL CON gkl1 a AND ACCEPTABLE lW VVR BtRYCURAL eLOM@ffa POR DOSI6N a BCB P.O.d'LW�a �J 4�qS� ". • X ?OR ertO GONDRbN9 OR COR THE UOE OP TNEBE OR4WINOa WRMO CONBIRIlLTIOH. - PRACT OF CONBTRUCTbN.vERIPY DEEION WIiN LOCAL ENDP6II2. WRN LOCAL ENG1 R AND B!ladND OiTC1ALa. YEaTGARfLlT.GN.G r4L ONNe ASPHALT ROOFING - ............. ASPHALT ROOFING • 15•ASPHALT PAP L9•ASPHALT PAPER DING I/2"SHEATHING ASPHALT ROOFING SI • ............. 1/2"SHEATHING 191 ASPHALT PAPER' • - .............. 1/2' SHEATHING DRIP EDGE DRIP EDGE TYVEK OR EQUAL TYP.42.5A TIES 2-1/4'VENT 2-1/4"VENT . 5"GUTTER - 5u GUTTER I/2"SHEATHING 1-3/4"BED MLDG. I.3/4"BED MLDG. DRIP EDGE OPEN DENTAL ' ......... 5"GUTTER NOTCH FRIEZE NOTCH FRIEZE TO REC.BIDING, TO REG.SIDING. I"FACIA - US FACIA IX SOFFIT - 1X SOFFIT SHINGLE STARTER LEAD FLASHING 2-1/4"VENT 2-1/4•VENT llCB FACIA COARSE SEE LAST PAGE SEE LAST PAGE IX SOFFIT 2X&P.T.BILL TAPERED CAP NOTCH FRIEZE - 2-1/4"VENT •�'° TO RECEIVE SIDING. NOTCH FRIEZE • SILL SEALER •5009 CROWN TO J3EGEIVE SIDING. SEE LAST PAGE •''N0T1=",`- -NOTE",•'• NOTCH FRIEZE •0!•° OPTIONAL 2--S ROD FOR MORE TRIM'- FOR MORE TRIM TO RECEIVE SIDNG. •• e. TOP RING 2"CLEAR Pf•.• ' . DETAILS SEE DETAILS SEE NOTE %. dro 5/8"XI2"ANCHOR . *1 '•L.A9T PAG T P EAY FOR—MORE RI" •>'vd'e••� •_. BOLTS o 30,O.C. .AY -; EAY DETAILS SEE PEARTRIM DETAILS FRONT TRIM DETAILS EAVE DETAILS EAvE DETAILS . *3 EAYE DETAILS • SILL SILL DETAILS SIDING ' 2XIO RAFTERS o 16'O.C. RIDGE VENT 1/2"PLY.SHEATHING 2XI2 RIDGE - SIDING 15•ASPHALT PAPER ASPHALT SHINGLES HOUSE WRAP ICE/WATER.BEHIND NAILER j • In*SHEATHING ALUM W/FLASHING TOP OF NAILER J o BILCO NAILED BEHIND iX DECKING ' SHEATHING INTO STUDS. - 2-2X8'e PT BEAM Rag NSUL. THROUGH BOLT TO EACH POS IX3 STRAPPING 2XSb o 16"O.G. WITH TWO 3/4"DIAM.BOLTS, 1/2"WALLBOARD IX TRIM SRO. 1/2"WALLBOARD g 81LG0 DOOR �'.' Y 2X9 PT NAILER BOLTED TYP.JOIST HANGERS POST ANCHOR 2XS'e o V O.C. MISER M ' e R21 INSULATION YunTm Q LEAD.FLASHING o ' W-3/4"LAG BOLTS 24"O.C. - ' 1/16"OSS SHEATHING 'T ..°• ° TYVEK WRAP OR EQUAL IX2 AZEK ••.'• •• 'I ° •` < GRADEBIDING GUT a Ig' .PHENOSEAL CAULKING• '•!° '•! s .•.1 a 3/4'T/G Y, ,B/4"TREX ro d•° NAILED Uc8 BRD. ..° ,.• DECKING • n°, •,F°dn•° ••PHENOSEAL'GAULKING• •°, ° !� IN9UL. 2XI0'4 o 16"O.G. ` n dn• !° ro 'dro '�.• • n .� • • • `FOUNDATIONS .a ,°d.a! �•.• • BASEMENT , ,•,!° _ °dn• .' '•e,.'dn 'dn 'dn'• 4"GONG.SLAB r BILCO /HOUSE •.• ''BICx FOOT'•!° % . • — r- _ WATER TABLE DETAILS INSTALLATION DETAILS PORCH DETAILS CROSS SECTION (E) 6UIL ER JOB ADDRESS DESIGN �j �p DAT REVISION DAWN BY PAGE SCALE BAYBERRY BUILDING LEXINGTON 2 �( (.✓obz/ �U��o�® 11-30-13 s JB •-5-oF-a v4".ro^ "o"C5, Digsjg�B/ COMPANY INC. TWO CAR GARAGE N LOCAL aO OF G COP ea AND OR INANCM,J5 REEPON r%ky FOR W 4rELO Ro WTN ALL y e T 1 9R6 CIA R9NFORLOCAL OF CC CO ONS AND ACC 9 tO ALL—6MJ •RA L DIM OS FROenMa V•RIFY GUP'TM. •V LOCAL 91CONO ow C Alb OROM•NLFB•.,O OfM-TWY NOT pQ ONO REaPO"41BL8 11WT 00 O@OH C4DIDD®T LOCAL a01L COtARUND 4ND ALCEPTAOL@ i I!Wffg L ALYC1LRAL 6LEN6Hfe FOR O-C.S. P.Et QO}f II! ivewn.4e i nG°/ POR 017fi COIAmONe OR FOR tl®Y•E OF 1lICe8 DRCWINOe pYRIN6 C4N•TRULTION. PRACTILF9 OF CONB'IRUCPbN.YfiR&1'OBabN WYRI LOCAL eNaa•aR. WRN LOCAL HN61Na8R AND OYILOaIO OFRL14La. amf GM.Wl.AOL@ Ie4 ALlC [.��f/ro�/ T��.�'�'� al r rWALL LENGTH. -Q FULL HEIGHT SHEATHING.19'-4"I D ACTUAL SHEATHING•_]$_% B PLUS ` I allm Requlred_r�Q_%) I RATIO•J.2Z EpG£NAILING- * C- FIELD NAILING•JZ_O.C. r•—•---� —•, L.---.—.—. .J WALL LENGTH•32�_' FULL HEIGHT SHEATHING•JB�-21 j .ACTUAL SNEATHING•,.•3Q_% Min.Required '' %) rWALL LENGTN•ZQ�'-•—., !RATIO°�T . •FULL HEIGHT SHEATHING•J3:8"_ I EDGE NAILING•—'=O.C. ACTUAL SHEATHIN G•,_% :• "•'. FIELD NALING•J2°O.C.. MIn,R ulred 60 %J :SHEAR,' ;BREAK; .:::SHEAR>;.:.,'_;,' L.—.—.—_ ... • I "•WALL '-'WALL ::'.WALL i RATIO• 1.26 ® I EDGE NAILING•_A_O.C. I ,�.:`l.`-. 'f. .,.`• :',,c. ,. LI FELD NAILING•J2LP.C. ,'�::q•.pn{:. ,:'3'$°i-: :, {TI-8.1,:: n: —.—_—_—_—...J �M.. . ' :.::•.:.:{,. .sii.�. —CONTINUOUS I)2 LY:a eEaHEAR EAR 'SHEAR. ' 77 WALL tl1'LLL 4�'�;' . I �. ;SWEAR.. >:SHEAR.: :.;tSHEAF'.:':,:.:.:.:i•, .8NEA1>< �❑ -8°•.'�ED •.�. 9 .�•'. WALL . WALL :: "`IUALL :• :: " ... D u.. . . "Xl DD "'DD DD99X'®DD❑ 00000 DD D❑ SHEAR WALL LEFT ELEVATION PLdi@ IIPLpt e 1 16'-0° � �'•g" �• EXTEND HEADER DDOBLe TDP PLATe A TO KING STUD - SHEAR WALL rWALL LENG71.1•Jg�' , rWALL LENGTH•93�a— — , r.i' FULL HEIGHT SHEATHIW-3' ' I FULL WEIGHT SHEATHING-14'2'_I - i`.••`..'•' FRONT ELEVATION ACTUAL SHEATHING.-W_% ACTUAL SHEATHING• g9 % ! (Mir,Required—'_%) I I (Mim Requlred-Na-%) I '�''• NEdD eTRdP RATIO. L2D RATIO•.y2°L I EDGE NAILING-, =O.C. I I EDGE NAILING._-L_O.C. I - LFIELD NAILINCs•_1LO.G.--.J LFIELD NAILING•,j°O.C.•—• * _ Jape an NAIL TOP PLATE - Wmraxuu aw.P�.n .,-;.,, TO HEADER WITH - NAIL SCHEDU •!:';'-• TWO ROWS OF*d .. .... ..... .... .......... 8d GAMMON - •,:•}=., NAILS AT 3"O.G. �•: AT 3"O.C. '' _ .�1 m' � .�a °ar Via: ?ar.•ar�by�•�Ir b�,.�.•ar 3ar.•A�Via{ . 2 9/8°ANCHOR BOLTS WITH �t° •�:i:,4y„%i '.4 6i.\.,4��.cp.S.a�%� isp 53 T rlYr.�..•er.ar.'ate ` - -.er.'br rWALL LENGTH•Jg� •� rWs1LL LENGTN.��'•'-Q—.--, rWALL LENGTH•�•Ca —., ��d� , S" "PLATE Wa844ER6 qt��%,� {i .,� •t� Booxvd•PUTE°uew�e,+f,4•. .a..•er'ar'as.av.a..br.er.br.'a. FULL HEIGHT SHEATHWG 12'-0°I I FULL HEIGHT SHEATHING•_2B:I I FULL HEIGHT SHEATHING•Jl-0°I _ ••'• • •'' ••;; • ;i ACTUAL SHEATHING•_g-it ACTUAL SNEATHING•_"_% ACTUAL SHEATHING�_22-pa - 44 .a:.•er.•b+.'ai.'s:.•e:.•er.'ar.'er.•ar (Mtn.Requlred-5-4_%) Requirad-SA-%) ( ( MIn:Required r .-x) I •e •RATIO•1-25 -RATIO•J,2'_ RATIO° I-25 .,_.—.1 - s r-.—.—_—..—_—..__, ,•�r:ar.'n:.'a..'ar.'or.•ae.'a;.'ar.'a ' o,• ��t° • WALL LETIGTH°.2Z-B: EDGE NAILING•,'O.G. �—r,EDGE NAILING•_"Q.G. EDGE NAILING• O.G. FUZE LENGTH.J -Q:' •e. °•y. LF.IE—LD.N—AIL.IN—G•J.-2'_•O.�.C..—.J —_—.—.—.—._.J L.—.—.—.—.—_—.J 'e a a e s FULL HEIGHT SHEATHING-L4';3_ F.ELD NALINCs-jr-O.C. FULL HEIGH SHEATHING W-4° I .ACTUAL 8HEATHING*_jk4,_% .!a ACTUAL SHEATHING•,_% Mln.ro•.dd•e•.°dro do•.�dro•.edn I RAIDIred�%) fHin Required %) ( - RATIO.Jr�L_ '•�' % c ..t° ' e e.t� 'RATIO---- I EDGE NAILING.�O.C. j STRAP ONLY °dro•. d% ,`dro•. d' EDGE NAILING•J'�O.C' FIELD NAILING•JZ'_O.C. FIELD NAILING.J2=p•O. L_—.—.—._ —_._-J THESE OPENINGS - GARAGE6 a PLUS :i..{O'.g°:.:.::t:,SHEAR- :.:::9'-214°.•..:: :,::6'-11".�':r.:: .:•r:6'_�y+::•..: OPENING W LL LENGTH a4-0 DETAILS SFI£A• EAR;r.,::,':,7.r�:e:.,:=:•r.,:�.:•:i,' •FULL HEIGHT BHEATHING.Jg'�'. 3 wu HEIGHT .. ....,WALL i; :�;:WALL ;r.,.:,. .•:,WALL ,r. WALL ALL :'.1:'..700>:v- = !ACTUAL SHEATHINCs• W ! V&'e AT SHEAR�: :',.: ::'•. Min. ® w %) EACH SIDE. R aI red-gQ_ I I �'�•'1UALL '� •RATIO. J.$L ..�:.�:.�:.•:. �.•:.�,�.•:.-. . .. ... .. .. .. .. �.•:::.�:.•:.�:.�. .. .'.2'-8".•. •'.2'-9°��".•:�::�"r'.�r•.�:-.�:'.•'r".�.�'.�:�i.�'.�'.�".� IEDGE NAILING• 4"O.C. •FIELD NAILING•JZ-O.C. J RI/JUD ImR. 'SHEAR ; ''i Doxr ..A:.• :£A.', .'.i SHEAR'.•';••'�`' . :'SWEAR': ' 9HE4Rlr'! ;SHE R `-: r�SH R , N TINAOIIe•�'. ''WALL : � ` a WALL " • ' wa LL •' .4. .� '. -:'SWEAR E A • 'SEAR' `. 8 RHEAR AWALL WALLb WLL :.8 9 D 2a SHEAR WALL REAR ELEVATION } SHEAR WALL RIGHT ELEVATION BUILDER JOB ADDRESS - DESIGN / DATE REVISION DRAWN BY AGE SCALE BAYBERRY BUILDING LEXIN TG ON 2 ( ( oNJL �/ �/ �1��o�t�'0 0 11-30-13 M J8 e�OF� va°=1 O" ✓$ 1�4�stgns COMPANY INC. TWO CAR GARAGE .URC ,K r�•,+tT W N ^ OR ORAfII'INGB LPJ•`iEB PWRCNdBER RldPONeIBlB 0.�R O4M1PLIAge WRN ALL f1J NIfdCT e 0 AND RErm•BY LE L DF ALL CONCRETE nOOTMGe cN ALL rDOy"BNALL Ex1 a BELOW R GBiLME VERVT DEPTH. o LOCAL BUUD NG CppEg d m ORDPKNCFB, DE 6NB MA NOT BEN REBPONO HlE M BT DETERMMED BY LOCAL BOLL CONDR ONB 4WD ACCEPTdH1E ldJ vER�J AL GILL¢E ELEF�Bi a N DE916N.WSE Pa BDX S9 ®� ¢ - Z TOR BITE CDNDITION9 OR raa THB t6E OF TNBSE DRdWNGe DARING CCN9TRIICTON. PRdCiNfe OF CONBTRUOTmN.vERiPT DE'ICaV WITH LOCAL ENGNBER. G9TH LOUD.ENGtNEB2 dND BWLDINB GTPKIAL9• CffDT q.alz+bTiaLp Jri OaWD AWG GUIDEUS WOOD GONBTRUGTIFO IN NIGH WIND AREAS 0 MPH WIND ZONE ®CHECK /'/n/� MPN EXP. f� /////D//�\// O //�\/(MASSAGFIUSETTS GNEGIGLIBT FOR COMPLIANCE f�80 CMR 5301.2.I.Ij COMPLtANGE //O OSUfRE , C U \` D !�0(/// \ E 1.1 SCOPE (((/// ��JJJ WIND SPEED!3$EC.GUST)..._----'•'•-....'---•"-•"-•..............................................IS,MPH WINDEXPOSURE CATEGORY................................................................................B 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 6 IN 12 SLOPE SHALL BE CONSIDERED A STORYJOF 2 STORIES<2 eroRE6�� • JOINT DESCRIPTION W N�aE a IL NA ePACBIG ROOF PITCH..................T1......................(FIG 2).....................................12/�(ma� � \� � NAILS NUMBER MEAN ROOF HEIGHT..................................(FIG 2).....................................-.22-FT<33• - ROOF FRAMING . BUILDING WIDTH,W...................................(FIG 3)..................................._..S2.FT<so'�a \ TYR'FIELD NAIL SPACING BUILDING LENGTH,L.................................(FIG 3).---..------..-- ......... ♦ti.FT(00'_aL Bd COMMON r 6'O.0 a,• BLOCKING TO RAFTERS RO8•NAILED) 26d 2-IOd EACH END BUILD ASPECT RATIO(L/WJ......... (FIG 41..................................... I�<3,1 RIM BOARD TO RAFTER(END•NALLED/ 2-IBd Ylbd EACH END NOMINAL MIDGHT OF TALLEST OPENMGT..............(PIG 4)......................................Farce(6'8• TYP,IA&'WOOD ,••';l.' '�.' . WALL.FRAMING 1.3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS(FAGS-NAILED) s*d 01W AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... (TABLE 2)..................... ................. ......... �1L •.; .. •:1 HOD TO SOD(PROP 1Y•ILEDNAILED) lid 16d .-OALONG 1.1 FOUNDATION \\ r• NEARER TO HEADER(PACE• o EVGEB FOUNDATION WALLS MEENNfd REQUIREMENTS OF TSO CMR 0404.1 ••;•, FLOOR FRAMING CONCRETE..._.......................................................................................... �� `;• _ JOIST TO BILL TOP PLATE OR GIRDER RCS NAILSD) 4-ad 4-I1d PER JOIST • .:. .;i.,,h'•i•.i BLOCKING TO JOIST R TOP IL AT 2•Sd 2 Ibd EACH END CONCRETE M4&ONRY.................................................................................... �>L TYP.EDGE NAIL 6PACI l8d COMMON o 6°O.C.) BLOCKING TO GILL OR TOP PLATE(TOE-NAILED/ JFKd 4-Ibd EACH BLOCK 2.2 ANCHORAGE TO FOUNDATIONS LEDGER STRIP TO BEAM OR GIRDER(PACE•NAILED) s%d 48d EACH JOIST 'i•. \\ \� \ JOIST ON LM402.To BEAM ROE•NAILED) 3-5d S-Iod PER JOIST 5/0•ANCHOR BOLTS IMBEDDED OR 9/8"PROPRIETARY MECHANICAL ANCHORS AB AN ALTERNATIVE IN CONCRETE ONLY ••�••• •� BAND JOIST TO JOIST(END-NAILEDJ 3.16d 4-166 PER JOIST RAFTER CONNECTIONS BOLT SPACING-GENERAL.........................(TABLE 4).................................S--E. 4% IN.�L WOµ ••.TYP.HI.9.TIED BAND JOIST 70 011.E OR TOP PLATE(TOE-HOLLER) 2-(6A 9-16d PER.biOT "BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 5)..................................6•12"N.<6"-D"�_ LOADBEARING %1•• •• ROOF SHEATHING BOLT EMBEDMENT•CONCRETE°-.....................(FIG 9)....................................�...�ELL>1"_1L BOLT EMBEDMENT•MASONRY......................(FIG 9)....................................-SE_IN.>Bu L STUD HEIGHT WOOD STRUCTURAL PANELS PLATE WASHER...................................(FICA 9)......................................>3"X3'XU4". A/ MAX.WALL UPLIPT •v a;,.• LOADBEARING RAFTERS OR GE TRUSSES SPACED UP TO 16'O.C. ad Iod 6'EDGE/6°FIELD 3.I FLOORS STUD HEIGHT RAFTERS OR TRUSSES SPACED OVER 1S'O.C. &d Lod 4•EDGE' 4•FIELD HEGHT 20' • • • a. •• GABLE ENDWALL RAKE OR.RAKE TRU86 Sd tOd 6'EDGE/6'FIELD FLOOR FRAMING MEMBER SPANS CHECKED............(PER 100 CMR 9S.00).................................. WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION................./PIG 6).......................................10 FT<12'-1/ • : •� MAWEIX ♦H b RAKE TRUSS Bd 1od b•EDGE/6'FIELD . .. .. •. . GABLE SNDWALL RAKE OR FULL HEIGHT WALL 6TUD6 AT FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)....._....... �a W/6TRUCTURAL OUTLOOKERB ................ •.i••i'•i Od EDGE/ MAXIMUM FLOOR JOIST SETBACKS • i GABLE ENDu)dLJ.RAKE OR RAKE TRUSS Sd 4• 1'FIELD SUPPORTING LOADBEARING WALLS OR SNEARWALL.(PIG V.......................................en FT<d_tL- ••'.�'•'••' '� •• W/LOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST • CEILING SN w NG SUPPORTING LOADBEARING WALL&OR SFEARWALL.(FIG 01.......................................G-FT(d_�L GYPSUM WALLBOARD 5d C00LEM T"EDGE/m'F18LD ,• :T FLOORBRACING AT ENDWALLS.......................(FIG w................................................ �L : • _ FLOOR SHEATHING TYPE.-............................(PER ISO CMR 55.00)............................ �� WALL 8HEATFIING - .... •a i ,; •,••. FLOOR BNF.LTNNG THIGKNE&8.........................(PER'180 CMR 69.00)-------------......._.......9Le0..iN:_1L ••'+ .• WOOD STRUCTURAL PANELS FLOOR SHEATHING FASTENING........................(TABLE 2)�-i NAILS AT g N EDGE/ 12 N FIELD.JL�- - ••' '•' ••`°•: •• -STUDS SPACEL>UP TO 24'O.C. Bd 10d 6°EDGE/D'FIELD • V2 AND 291W FIBERBOARD PANELS bd - 3'0009/6•FIELD 4,1 WALLS VY GYPSUM WALLBOARD Ed COOLERS - T'EDGE/to,FIELD WALL HEIGHT - - '• '•:>••> LOADEEA/RING WALLS................L .............(FIG IS,AND TABLE BJ....................... A PT('IOC�1L .• •. /. FLOOR 8{•IEATF{ING . MON.OADBEARING WALL&........................(PIG 10 AND TABLE 9).............._..._.... A FT<20:.J(-- LATERAL '' ., WOOD 11TRUCTWBAL PANELS WALL STUD SPACING.................................(PIG b AND TABLE 5)....................I(Z!N<24'O.C.�iL .' ]".OR Left � bd Wd 6'EDGE WALL STORY OFFSETS...............................(FIG T 4 6)....................................a.FT<d •/. • •` •••' • GREATER THAN i' 1od IOd 6'EDClH/6°FIT-,n 4.2 EXTERIOR WALLS' WALL&TUDB P.HORIZONTAL G(STAGGERED N GENERAL NAILING SCHEDULE SMEAR •. •, NAIL EDGE(BCOMM RED NAIL LOADBEARNG W.eLL6.............................rtABLE 9)............................2X.b..-j-FT�.N�� •. "• PATTERN 0d CAMnoN�4'O.C. MON-LOADBEARING WALLS.........................(TABLE 5)............................2X�--iLPT-O..M AIL - •' , •.i•.. �1 ' e GABLE END WALL BRACING' • - FULL HEIGHT ENDWALL STUDS.................... IFIG 10)............................................. �- i �. .�•�.�•,'.. TYP.INS•WOOD STRUCTURAL WBP ATTIC FLOOR LENGTH............................(FIG IV.......... - .B_PT>W/3�� • '.......»................. `• ..' ..' '•.' '.' VERTICAL PANEL.SHEATHING - GYPSUM CEILING LENGTH(IF WISP NOT USED)........(FIG IV................................... •'•i AND Duo CONTINUOUS LATERAL BRACE•6 FT.O.C.(FIG iLl.............................................. .�� - • TYP VERTICAL EDGE - - . OR IX3 CEILING FURRING STRIPS r IS. SPACING MIN.WITH 2X4 BLOCKING r 4 FT.SPACING IN END.........-.• �� - i SPACING(0d COMMON - DOUBLE TOP PLATE JOIST OR TRUSS BAYS................._ ......._ _� •••i•,, . DOUBLE TOP PLATE - - - .; ; •• ,, r OS,') - SPLICE LENGTH.......... (FIG B AND TABLE 6)..........................._8-.FT�� . +. ml . - SPLICE CONNECTION(NO.OF 16d COMMON NAILS) (TABLE W....................................... In �� - •,• ,a. ` .•; TYP.FIELD MAIL SPACING - ,• LOADBEARING WALL CONNECTIONS 's .'.• --1 d COMMON• O.G. • '- LATERAL(NO.OF 160 COMMON NAILS)............(TABLE V........................................_Z �� ••'•' •• - . MON-OADIDEARIXG WALL CONNECTIONS • ''i - LATERAL(NO.OF I&d COMMON NAILSJ............(TABLE S).......................................�� L ••.' .•- ••. - DOUBLE HEADER _.. LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE W •.� HEADERSPANS.................................(TABLE 9)..............................rgJ•T SIN.(it, BILL PLATE SPANS..............................(TABLE 9)..._._._.._................... -k_jm(IT FULL FULL HEIGHT STUDS(NO.OF STUDS)...............(TABLE 9)........._.............................._1,. -dG� a• - . NON-LOAD BEARING WALL.OPENINGS(RECORD LARGE87 OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE. �i• � �'e T •,4 a•! STUD _ HEADER SPANS.................................(TABLE S)...............................ce FT-ie-JN.<O'�iL� •• .`b•e Oro •• : Oro.`Oro•. SILL PLATE SPAN..............................(TABLE 9)------------------------------�T 1(LJN.<1Y�1L• ': , 16. n •i e° ': • : • REQUIREMENTS AT EACH hT1D OF HEADER LE JACK STUD- FULL HEIGHT STUDS(NO.OP 071LD9)...............(TABLE W........ -•-------.--------.-----.---.�� -..1L-� .•!• .! .,• EXTERIOR WALL SHEATHING TO RE6teT UPLIFT AND SHEAR BR'NLTANEOU&Ll7 •• .`0'n e �••° MINIMUM NUMBER OF MINIMUM WILDNG DIMEN010N,(W 1 - ': • ', .i• .i. - �e.�. WEAVER J6P � PJLL-HEIGHT SIZE f J LATERAL s D AN WINDOW SILL PLATE N. NOMINAL HEGHT OF TALLEST OPENNGT.........................................................&:$:(6.8,�. '° • �.!• ...................... w • `•'24"O.C.MAX. `'!• Y • �'! 24°O.G.MAX. 8 SHEATHINGTYPE................................(NOTE 4).............................. .�� -J� &ro Iro Oro a B•a EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESSJ..................._M.�.1L STUD SPACING , ,. . STUD SPACING 2' 2-2X4 I 27T I32 ..... FIELD NAIL SPACING.................. ....................................� • i.. •. • :!F �•� ,a♦ !♦ e.!• �• ,•• ......._...(TABLE b) IN.�� .;• . • e . b . .it 4� o !• 3' 2.2X4 2 416 ISS SEE PAGE 6 OF T ` SHEAR CONNECTION(NO.OF i6d COMMON NAILS) (TABLE b)...................................... �- - ••+. Oro 0 e Da 0•e ro T•s 0's B•e . PERCENT FULL-HEIGHT SHEATHING................(TABLE 6J.............•--._..........----•-_-- + o '•. • ••. 4' 2-2X4 2 SO4 2" '• .. s �� 91s ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'6 (DE81GN CONCEPTS)........................ .. • e • o • . 5' 2.2X4 3 693 33 MAXIMUM BUILDING DIMENSION.(L) , . Oro . Oro. •e .'Oro 6' 2.2X6 9 31 396 /•••� .. .••..••. .... NOMINAL HEIGHT OF TALLEST OPENING.............................................. •••••• •• r......-. •� •• •• / SHEATHING TYPE...............................MOTE 4).................. ....................JL2: �- V 2.2X0 3 Sl0 462 . . . - ., .. ro ..`d•• bs .,dro.`dro d .`du,`Oro Oro .`Oro EDGE MAIL SPACING.............................(TABLE Ii OR NOTE 0 P L.......................-IN. 8� 2-2XI2 9 168 020 '• ' FIELD NAIL SPACING............................(TABLE n)..............-.................----.,...^N. MAXIMUM WALL STUD NEICs{-IT STUD SPACING • n '.• . •.• a a: . '•• . '. . '.• d': • '•• • '•: SHEAR CONNECTION MO,OF 16d COMMON NAtlB) CTABLE IU.......................................� _3� SEE PAGE 6 OF T - S' 3.2XIO I l 5S4 e,!1 o .• , a,t°w,•,! ♦,!• b ,AY••5,•Ir••o .• ° e6T PERCENT PULL40GWT SHEATHING (TABLE IU R.JL RAFTER CONNECTION AND WALL SHEATHING Io' 3•JXIa 4 1,38s 660 •e. Oro. Oro. Oro. Oro'.°O•. �•. . aro. b•e ..............•......................._ .. .. ,�. , .• TYP.ANCHOR BOLTS AND 94 ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'S'(DESIGN CONCEP78).......................... 4-2XI0 4 1524 'G6 • • n 4• °.!• 3"X39(V4•PLATE WASHER.!• •,!, WALL CLADDING e,! .,! RATED FOR WIND SPEEDY.. .J ».`d•s.`Oro.`d's.`bt .`b•e 0•. , 0•e .'Ot, dro da. TABLE 9. WALL OPENINGS -HEADERS , .e •. , •. ° . • ,. , ,. , ,. , , •• •!° �,• .,! ice! s.! •..! %! i,! i,! 5.1 ROOFS •e.`Oro . Oro d•o.`Oro .`0•0.`dro.`0%.`de.`On.`4.. ROOF FRAMING MEMBER&PANS C44WKEDI(FOR RAFTERS USE AWC SPAN TOOL&EE BBRS WRMSTTE) �_ • IN LOADBEARING WALLS. ROOF OVERHANG.........................._........(FIGURE IW...............71(1'�FT(SMALLER or]'OR L/9_1L� 7RU50 OR RAFTER CONNECTIONS At LO.eDBEARMG WALLS NOTES, - F .`d•e.`Oro.`Oro..�0•s.'Oro .`Oro PROPRIETARY CONNECTORS ' 1. THIS C14EKWST SHALL BE MET IN ITS ENTIRETY,D<CLIIDNG THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE '.' • ': ♦ '.' • •.' . •.' • ': ♦ ': • ': • ': UPLIFT:.............................._._......(TABLE 12).....................................U•02PLF REQUIREMENTS OF•LBO CMR 53o1.2.L1 ITEM L IF THE CNECKLIST IS.MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L.1-1faPLIF AND FOLD DOWNS ARE NOT REQUIRED PER THE WFCM IS,MPH GUIDE, SWEAR.......................................(TABLE D).....................................&•-]LPLF�_ A,STEEL STRAPS PER FIGURE 9 RIDGE STRAP CONNffCTIONO,IF COLLAR TIES NOT USED PER(TABLE 1311............. ............T•�2]PLP fit_, - • y••• B,20 GAGE STRAPS PER FIGURE II GABLE RAKE OUTLOOKER............................(FIGURE 20)..............TIn FT(SMALLER OF 2'OR L./2�L G UPLIFT STRAPS PER FIGURE 94 _ TRUS6 OR RAFTER CONNECTIONS AT MON4.04,0115E4RNG WALLS D,ALL STRAPS PER FIGURE 11 PROPRIETARY CONNECTORS E,CORNER STUD HOLD DOWNS PER FIGURE 00 AND FIGURE ISO UPLIFT........................................(TABLE W).....................................v ALLLB,._1L 2. EXCEPTION,OPENING HEIGHT OF LIP TO 0 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT FULL-HEIGHT SHEATHNG �p LATERAL(MO.OF Ibd COMMON NAILS)..........(TABLE 14).....................................L•-148LB._1L REQUIREMENT&SHOWN IN TABLES 10 AND IL STUDS AND HEADERS ROOF SHEATHING TYPE..............................(PER 100 CMR 90.00 AND MOO)...................... 3. THE BOTTOM SILL PLANE IN EXTERIOR WALLS SMALL BE A MINIMUM 2-N.NOMINAL THICKNESS,PRESSURE TREATED•2-GRADE. ROOF SHEATHING THICKNESS.._.............................................................UT_IN.>VIE•WBP_ALA 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SWEAT14NO AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULL44EIGM ......... -�L SHEATHING AND NAIL SPACING REQUIREMENT6. AROUND WALL OPENINGS ROOF SHEATHING FASTENING..........................(TABLE 2)........................... .... L11B 4DER J08 ADDRESS DESIGN ��/�(®/////pj/9��//�//j//q//p //�,��fQ //�///J /{/��/� /�/�� /,iy�FgQ (�✓J(dy7W Lv��N U®N 0� �4\moVIVO, / V O CO D y DROWN BY PAGE SCALE J= Deaf LAl/e7 BAYBERRY BUILDING LExNGTON 2 0 o 11-30-13 JB •�10E- .114".1'0" ter/ COMPANY INC. TWO CAR GARAGE TT • EI'N LOCAL SE OF DRAYM AND DM WROIA0-0 P"`G`B0 MAY FOR HELD AM WIN ALL GI EXACT 31Li OR FEIMOY LOCAL T OF ALL CONCRETE IOOTINGb ID)ALL FOOTINGS 0HAL1 EXTEND DBOtl DESIGN YBlIPY D0T•L (Zr] LOCAL WILDING CODF.3 AND ORDINANGBO�JB D�1GN0 MAY NOT BeBE WBD R6EPOTB®1.0 MUST BE DETSIQ•'INED 6Y LOCAL 0W.CONDttIONO AND AC!.BPFA&t8 HJ vORIPT 8t1®JGTURAL B.O4'NTO PM DESIGN 1 SUP Pa EQX]5& W4V 4��n� FOR SITE CONDRK'Ns OR FOR Tie"OP T;mo DI•'AWM60 DURING CONOTW Tow. PRACTICEb OF CONSTfJCTION.VERIFY DWI"WIN LOCAL WZNEER. GAM LOCAL BIGNMN AND BUILDING OPPICIAL5. QE6f 64RN6TA648 feA P/ F� ASSESSOR'S MAP 273 PARCEL 122-32 LEGEND EGE N 1y D NOT ALL SYMBOLS ARE UTILIZED. ZONING G SUMMARY @p SEWER MANHOLE ZONING DISTRICT: RC-1 { FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 125' WATER GATE VALVE O 3 c, 3 _ MIN. LOT WIDTH — O CATCH BASIN /1t MIN. FRONT SETBACK 30' E t MIN. SIDE• SETBACK 15' [557 PROPOSED CONTOUR C691_ _ MIN. REAR SETBACK 15' W 114.6g' SIGN . 3f-4— _ _^ F ZONING DISTRICT: PI — AHD TH1 _ _ a MIN. LOT SIZE 10,000 S.F. TEST HOLE ' ca BNCHMARK: MIN.- LOT FRONTAGE 50 (20 CUL. DE SAC) ' \ W�4TER GATE PROPOSED �/ MIN.. LOT WIDTH 65' CLEANOUT HOUSE #30 I MAP DECK • MIN. FRONT SETBACK 15, W 273 PCL / w 22-32 Lot �� MIN. SIDE SETBACK 10 66 EXISTING CONTOUR ' O \ ' STUB INV. T:O.FND. 7p,p + gJ MIN. REAR SETBACK 20' 62.06 6.65, PROPOSED SPOT GRADE ' _ - AreCY=9, 03± SF SITE IS LOCATED WITHIN THE GROUNDWATER OT S _ s b PROTECTION OVERLAY DISTRICT // APPROX. TREE LINE U! \ c \ , 0.21 f Acres .+ 50.12 FLOOD•ZONE X EXIST: SPOT GRADE _+� � o� � ., / (FEMA FIRM ,PANEL#25001C0566J) 7/1fi/2014 GARAGEJiL 1 'LEACHING PIT / \ _ O }_� PITS, /. REFERENCE: ,.,,, �:•::•j 6'X14' EFF. DIA. m \ \ 1; m _ \\ PB 610 PG 93 / 7.4' S SEWER LINE _S D-� - . Tm IEJ W WATER LINE G GAS LINE g [69] - E U.G. ELECTRIC 109.61' PREPARED FOR: TEC U.G. TEL., ELEC. & CAN �T ANTIQUE STYE POST LIGHT BAYBERRY BUMIDI1�G LOCATION : LOT 16 #30 SETTLERS LANE ESN OF MASS DANLEL �cy�s ��t� s 1" = 20' DATE 5-8-2015 A. s s� O ALA m 4F DANIELA. yGm SKEET 1 OF 2 q Na.40980 OJALA N p CIVIL OFESSNO a. No-46502 off 508-362-4541 Q' fax 508 362-9880 �ss�O►AL � down cape engineering, Inc. i 4 ) Cl VIL ENGINEERS Scale: 1"= 20' LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street YARMOUTHPORT, MASS. JOB # 00-018 0 10 20 30 40 50 FEET _00-018 DEFIN 8c SEWER 40A + 408.DWG