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HomeMy WebLinkAbout0006 SETTLERS LANE Se--�-�-I�.Y-S �...,a.,r,e:- ;� i TOWN OF BARNSTABLE.BUILDING PERMIT APPLICATWt1�>%` Map Parcel - �` {` ° RPI,aT � Application Health Division , Date Issued Conservation Division Application Fee t�, 00 Planning Dept. ` #"% Permits Fea`a �0 Date Definitive Plan Approved by Planning Board . U� Historic - OKH _ Preservation/ Hyannis J /d J Pr 'o ect Street Address _ Village - Owner Ct acres Telephone w ` L�- '7 J R Permit Request ' GL CtS� Ql �'Zci Square feet: 1 st floor: existing—proposed f 3 2nd floor: existing proposed _Total new a3Q ZoningDistrict ��" Flood Plain ► G T'" � Groundwater Overlay Project Valuation ©� Construction Type '�"t a.AA� ' f Lot Size Grandfathered: ❑Yes .a<o If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) c, 'Age of Existing Structure A Historic House: ❑Yes ldnvo On Old King's Highway: ❑Yes;-J2,Ko Basement Type: ull ❑ Crawl ❑Walkout ❑ Other • .:f - / Ts Basement Finished Area.(sq.ft.) Basement Unfinished Area (sq;ft) � Number of Baths: Full: existing - new � Half: existing new Number of Bedrooms: existin�new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: al&as ❑ Oil ❑ Electric ❑ Other Central Air: p4'e's ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes,&<o Detached garage: ❑ existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage xisting n w size _Shed: ❑ existing ❑ new size — Other: �3Y,-aate. Zoning Board of Appeals Authorization Appeal # Recorded Woo' Pam ' (b� - C �� Commercial ❑Yes ,�lo If yes, site plan review # O ` Current Use Proposed Use �2. �� APPLICANT INFORMATION — --(BUILDER OR HOMEOWNER)__ Name Telephone Number �7 Address)4 License # Home Improvement Contractor# Worker's Compensation # U.6 a ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a SIGNATURE . DATE °� L s' I FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. i t II ADDRESS VILLAGE OWNER f` DATE OF INSPECTION: FOUNDATION FRAME i3o 6 ` INSULATION _ FIREPLACE ELECTRICAL: ROUGH FINAL' PLUMBING: ROUGH FINAL GAS: ROUGH - FINAL rINAL BUILDING DATE CLOSED-OUT ASSOCIATION-PLAN NO. fF REScheck Software Version 4.6.6 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: a Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 12SETTLERS LANDING HYANNIS, MA Compliance: 0.3%Better Than Code Maximum UA: 349 Your ILIA: 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 B 0.250 5 Door 2: Glass 36 0.290 10 Floor 1: All-Wood joistfrruss:Over Unconditioned Space 1,530 30.0 0.0 0.033 50 Co p ance Statement. The proposed building design described here is consistent with the building plans,specifications,and other talc I ions submitted with the permit application.The proposed building has been designed to meet the 2012 IECC requirements in RESc rhic. Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Na - It 70 Signature D e Project Title: BAYBERRY BLDRS Report date: 05/12/15 Data filename: Untitled.rck Page 1 of 8 Y :t ��ar�t�'ragta�c��assr�e��se�s . Office ex•f flans Briton,,M4 02111 wn-fv`rna=901I1d= '4 o era' Campe�ssausurance Affidavit$mTdersfCuub�actor&T cinc=stnu�oobers ` gat T�afarm;��o�. _ Flease.�'`rnQt°, - Na=(}3sss¢� f2j&�- ' Addrers- Phonz A.re an employer? f�appMriata ho= Typ e of gect(re�zedf- L am a 1 wiEft 4- ❑ I=a al comiractm and I 6- L.E�! e �m �'° # have bire&the sub c�sixa�tc�3 L&1� employees(fnllanNbrgart-timer R ;na 2.El am a sole prupsietor or partner- listed on t1 at#sz tsed sneer t t_ ❑ e,�� ship as:d b;me nn employees These Demolitioa VMddnfvr me i a any empla3-�and have vrorl�s' g y - $ -com ❑Building additir� [No wot�re comp-iastxa ce 1t3_ Electrical c cr adr�iens �E�I 5_❑ V.Te are a carpoiati�and it � �s .❑ r am a k n dicing ofio s have exerci�tl2r I1-❑Plumbing repairs Of sdLtiCa right of es caper MGL I? Roof repairs ,fit£ [NO w B'oouap_ c-1.52,§1(4),and vm h a no `Other 1�� employees-INN wodoe comp-msuraac requied-I *may sapti�a Suf cbedcs bar rl also fill oml the section helms*sht u fh&w0&ee cuaPela Rd-4nay finfflt wfiaa vrbe=ubmn fbis Qtf ¢iDffc ftyare ma tit rTleck this has maa reartied zc addifianxt sheet OX-d Iftlkp mB] <oatmctms hsca empjvp�a&T wwrAe ve;-—&—e eou g.p-1-y n—b— I a n an crtsipPtryer•ihezdis aEtorksrs'co�tt jumvr tcefar:r�ez-�oToy�zss. BeXvsF is f3tapaL="c}�an Job si[zr iRfnt9semtita� � _ Isssrauce CornpauyName: LI _ ""1 imtmn.I)ate: 1013 °� gamy�or��€�u�4: V _ _ Job Sim 1lddress - Ci€yFSt;,wzap �-- Atfscia a7?�Y of fhe Ssorkers'c�xeusatima policy dedars#iora papas( the policy auuab motion daft). Failure to secure cu•verage as n p I un&r Section 25A of NEM c M can lead to the.impositi m oferi minal pmalties of a fine up to I,5UQ:00 anNor one-yeari g in s farm of a STOP JQRth ORDER and a we of up to$250-00 a day against the violatar_ Be advised that a copy of this st&temmt maybe farwa Aed to the(office of hweu4gati f the DIA€ar insm-ante coverage v on- I d d hembp r deg tks pains nnr�psnai tss of per uep i#tati&e arr orra *tor prrrx7d .shove i� nnrt Correct e i �� •{. Si anetu�. lasts lie A- 0�ci roily- Da arat sprite in this area,W a camp-read�cifj`at town�1EiaL City or"Town- a1T cextse Issair} A u_thor4(circle an.e): L Soud of Health 2.FwI; ng DepartInIMt I'C`ilTfrowa Clerk 4_Elec#rical Easpector fi.�arrrlain�hz_�tor .6.Cf&w Contact Ferran 1?Ito-ne�, 6 Bin 21233 Pw I07 JIL48605 07-31-210b6 St 03 2 59a 8o RNSTA CL EMUL R�t .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 I" Applicant: Jacques N.Morin,Trustee of Settlers Landing Realty Trust Property Address: 3,5,7,17,31,49,59,71,75,79,81,&0 Settlers Landing and 310 Castlewood Circle,Hyannis, MA - Assessors Map/Parcel: Map 273,Parcels 122-001 through 011,032,and 032-001 Zoning: Residential GI 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 meted to qualified low and moderate-income households. QBackground Information: The Applicant: , *% The Applicant is Jacques N.Morin,Trustee of Settlers Landing Realty Trust. The address of the Trust is 14 1 col 1.F21.m6u*Ih Road(RouLe eft) mita,d Cmt=n. lP M4 The-Tnlct nvac expated1 by a Daclarrmon nf .� Trust signed by the applicant and dated August 3,2000. d (�Q Relief Requested: On December 05,2005,materials were submitted to the Zoning Board as o b a Stipulation of 3 � d Y Remand issued by the Housing Appeals Coimmmittee 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 time 13.36 acre sits locattxl 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 land proposes 20 house lots that'range from 8,725 sq.ft.to 11.607 sq.ft.on the 5.61' acre portion of the 13.36 acme site,and one 7.75 acre lot The dwellings to b. p#lt 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 of;N_ovember 18,2004-the Stipulation of Settlement and Stay "the Agreement"). The Agreement is a"`� licable to this Chapter 40B p. Y( !�' )• Sx' lip Pt submittal and two recent Private Initiated Affordable Housing Development(PIAHD)special permit t i ,y S rt 4 - Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supen-isor] &2 Famih License: CSFA-OSMO JACQUES N MORT - 1597 FALMOUTII Ce - ; me rviDe MA 0�632 �.+`.,,�1,6f�c. • �,��j,, Ex-pi ration: Commissioner 02M612016 ' e Town of.Barnstable ? Regulatory Services Rl,t1NLTI RTC i .. ' - Thomas F.Geiler,Director 16`�� 'Building Division Tom Perry,Building Commissioner 200 Main Strict,Hyannis,MA 02601 • ' www.town.b arnatab t e.ma,us Office: 509-862-4038 Fax:. 508-790-6230 ' h F.• . Property P rY C+wiier Must Complete and Sign This Section If Using A Builder i • 6 1. , as of the svb'ect ro • 1 .P PAS' bereby authorize to act on my behalf, . in all matters relative to work a orized by this bu.Uding permit application for. . r Cam 6 S2�I (Address of Job S'. o Owner ate'. • �.�� Wes/ `. n Print Name x • 1 A • I 62ML C, CERTIFICATE OF LIABILITY INSURANCE DATEtMMroDnrYYY► naI T TIFICATE IS ISSUE AMATTER INFORMATION ONLY AND CONFERS NOR 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 ACONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require 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 xq: (AlC,Hok E-MAIL HYANNIS,MA 02601 ADDRESS: 22LGR INSURER(5)AFFORDING COVERAGE HAIC# INSURED INSURER A: AMERICAN ZURICH INSURANCE COMPANY BAYBERRY BUILDING COMPANY,INC INSURER B: ' INSURER C: INSURER 0: 1436 IYANNOUGH RD,SUITE4 INSURER E: HYANNNIS, MA 02601 ]INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION HUMBER: T IS IS 0 CERTIFY THAT THE POLICIES OF INSURANCE LISTED EL AVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD SUB POLICY EFF DATE POLICY EYP DATE LTR TYPE OF INSURANCE L R POLICY NUMBER fMtADD\YYYY) IMIADDIYYYY) LIMITS GENERALLIABILITY ACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY �® AMAGE TO RENTED � $ CLAIMS MADE ®OCCUR. DREMISES(Ea occurrence) E D EXP(Anyone person) $ ERSONALBADVINJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: ENERAL AGGREGATE $ POLICY ®PROJECT ®LOC RODUCTS-COMPfOP AGG $ AUTOMOBILE LIABILITY OMBINED SINGLE $ ANYAUTO " 'MIT(Ea aodiderd ALL OWNED AUTOS ODILY INJURY $ SCHEDULE AUTOS person) HIRED AUTOS ODILYINJURY $er accident) NON-OWNED AUTOS ROPERTYDAMAGE $ er accident) UMBRELLALIAB []OCCUR EACH OCCURRENCE $ EXCESSLIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ A WORKER'S COMPENSATION AND X 1 WC STATUTORY OTHER EMPLOYER'SLIABILITY YM UB-2E097860-15 GW061201S 03M(5=16 LIMITS ANY PROPERITORIPARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? /A E.L.EACH ACCIDENT $ 500,000 (M3ndatoryinNH) E.L.DISEASE-EAEMPLOYEE $ 500,000 DESCRIPTION IPTIO OF er O E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPE RATION SALOCATIONSNEHICLESARESTRICTIONSISPECIALITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER Ab1rECT1NG WORKERS COMP COVERAGE. CERTIFICATE HOLDER i CANCELLATION 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 TA HYANNIS,MA 02601 ACO D (2010105) The AC RD name and logo are registered marks of AI w�1988-2010 ACO�D CORPORATION. All rights reserved. A Affidavit of Substantial Financial interest i, �i�c�afs o of i_l­ on oath depose and state as follows: 1. I am an applicant for a building permit for t pr erty located at Map � , Parcel The address of the property is 2. I 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. _s 3. Within in the last twelve months frofn today's date, which is . 46_�.1)43 , the following individuals or entities have had a i% or greater legal or equ ble interest in the real property which is the subject of the building permit application which is identified in paragraph 1 abov*e: Name, Address C., 4, Within the last twelve months, from today's date, which is . lk C9 ► have had a 1% or greater-legal or equitable interest in the,following,pro `--h have been the subject of a building permit application: t Map/Parcel. Address 5. Within this calendar year, i have submitted building permit applications•for property in which i have a 1% or greater legal or equitable interest. B. Within the.last ten days, I have submitted building permit applications for property in which 1 have a i% or greater legal or equitable interest: 7. Within this month, 1.have submitted •D building permit applications for property in which I have a 1°/D legal or equitable interest 8. Within.this month, I have received Z building permits for property in which I have a 1% legal or equitable interest. Signed under the palns and penalties a 'ury, this 4a.y of 201 ' 2001-0050/affin 1 .� � F�sFMgcE a �29 08' 20.1' EXISTING FOUNDATION !2 TOF = 68.9 Dl/VG® P . T Lot., G�9241 6 Area,-10,167f Sq.eF �sTge� Or 0.23f Acres 73.93 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #6 SETTLERS LANE HYANMS, MA DCE #00-018 SCALE : 1" = 20' DATE : MAY 6, 2016 REFERENCE : ASSESSOR'S MAP 273 PARCEL 122-1 PREPARED FOR: LOT 12 PB 610 PG 93 BA E : . j o, ; s� MING HEREBY CERTIFY THAT-THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE DANIEL �n GROUND AS SHOWN HEREON. o A. OJALA off u, / -041 fax soSW 9-ONO No,40980 drown cape engineering, Inc, 5 6/(� ` ty ifs �� ¢ t� C/WL ENGINEERS --- ---`----- — -------- sU ---- Y LAND SURVEYORS "4 93? Mo/n Street — YARMOUMPORT, MASS DATE REG. LAND SURVEYOR n ONE HE .47,.REERREF Ion■ 1 ,_ _ _ _ ' .. 'y•_ _ _ _ _ _ r _ _ _ _ 011] son Nis -_•___ _.ease:._ •_.•_r\1-_- :•:_ ■■■ _ _, Y �� ••ev Rose■■■■�■o■■■n _ ■■■�■■■■■■■®■■■ ile onloIl ._.._.._.._.._.._ _ ■■ MEMO ■■ - - - - Elm _ ' Ion Issomon one ..._.._.._..-.._. MEN ..___.._•.r'�"■ VENOM y ■ ■ E OEPAUMENI DATE 0 ;I REOUIRED FOR hIT ■ �'■ -F son�YL Ion on w::4 - COMMON _ _ - _ p _ ■■• - - _ ■■■■•- _ _ _ - - - - ■■■ - - - iei - - 1 son _ jFag son ; ■ ■■ ■■: - - . J . I_I - Ion Elm _ _ _ _ J. - - II III II :• :: S Ste: •.:�.: � .:�.: I I BUIUDER DESIGN BAYBERRY _ CIJCUCU J '>LIOI`'IL� SINS. G�I"I ��� COMPANY - GARAGE , ° .°d• WINDOW 4 DOOR SCHEDULE °o ID QTY MANUR MODEL * R.O. NOTES � o A II ANDERBEN 0142849 32"X51" P ••0•.•0° B I .ANDERBEN DH2O49/FX4649/DH2O49 102°X51" • LATERAL '•'-' "CRETE L •'• •e C I ANDERBEN P881611-1- ANCHOR BOLT AND UPLIFT pgpNpROOF PROOFING G8A •e•°0• D I ANDERBEN 96"X83" GN235 AX DER I. 41-1/4 X41-3/B ".APPROVED o,° �a E ANBEN 61B 12-3/B"X32" 3"X3"XI/4'PLATE WASHFJ3 X4B MAIN HOUSE SPACING 2X6 PT PLATE HEA •e .°0• F 4 ANDERBEN DH2840 32 4"POURED CONIC.BLAB G 1 ANDERBEN A21 24-5/8"X24-5/B" 0 GAR 4GE'SPACING •'2X6 KEY• .°O' •° . •° H 1 ANDERBEN DH2849-3 96"XSl" °D•n •e - °d•o• 10"X22"'GONG.FTG.' •0 •d•e. 1 GIR24 ANDERBEN 28•T/8" 3 ••G J VELUX Vb306 30.1/2"X46-1/8" -etT"MIN. •,COMPACTED,GRANULA9••, K I AN A 1 STAT. 12- 1 DE BEN R6 3/a"X 1•i/2" •R' R ` a .°0•o•.°d•e °0•e 0•e .°L°' d•e ee'°0•e•°0•e'• - L 2 9/OXI/O II I/♦ -O ® 0- 2"X13° GARAGE TRAN. �' 'o' •. • o ° �.�o •I 1 3068RH W/TRAN• 39•I/2"X96" MAIN ENTRY °A..°A.. °0 e'°d°• a °Oe•°dn♦°dro•°dro•°dw •2 1 2B68RH 9 LITE 34-1/2"X83" GARAGE DOOR ° '� FOUNDATION WALL ° •°0•e•°D•e•°d•• �G•n•. ,e•.°d•e .°0•0 d•o Oe d•o •: 0 p ••• "• NOTE: SIDEWALL SHEATHING f FRONT 1/2' —DX SIDES°REAR 112°OSB S"-t1"FROM ENDe,:° e, ° 'i,:° 'e ° '•. .• o FOOTING FOOTING DETAILS NOTE., CASED OPENINGS R.O.f ADD 2"TO WIDTH AND 2-1/2"TO HEIGHT) ° °0•e.OF PLATES • • . . WHEN BUILDING STAIRS ALLOW FOR 3/4"FLOORING.FIRST 1 SECOND FLOOR. . °0•e D•e a D•A A, A.. .°d••• ..o D _._. NO ° ° •° ' -0" 811 CONCRETE WALL e ed.e •e ° d•e• ................... •^ ......... - - ,a 0•e 0•� U Q LL NEIG❑HT 2X6.WALL Q vf ROM FLOOR TO RAFTERS' °❑ m 9 E O TYP. ANCHOR BOLT SPACING Q - - M/BEDROOM i i• ............... ' _ ' ..4................. JJ AB,nDDnILMG R 5'-2K a'-los fo'4" RAIUNa • ry Q r +—2X8 G.J. ° IjeptjnanjnnuljweanMtl nuun uit° 4 _ .W.D.C. _Q ......... ........ ._._ 3-2x10'e ................ EXTERIOR -DECK 4 193 5'-Ilg" B 16 X12 Bi41R8 BI• � __.__ 'Yd' i�l .........................} m m 8'-O" W'-bb" 5'•IIY•" ]L M/BATH - WIC BPAM Above C.1. . �. 1 ...... .. .............. ........ o r e BASEMENTO ...................... ... ....................... Al., 4°THICK A4 . .......................................................... S 0 0 Q �GONG:SLAB ® o�p 9 - DINING -a - ................_______ :•- - Q - KITCHEN In :5/8"F.C.DRYWALL .W S G LING. : m r �I •� ", Q .. ... ._E1. V o 9 '3'-413 6'-0" 6.50in 1 5,-1" j j\�,^r^•, �. m �4' THICKLAB °•Op 1'�j — 1..4" 3.-S 23'-0" CONC.B 7 : ...._... ........ ® p 4 u+ I�t�tllptl�lllt1111t$Ilplt�lll/11 njuant}II il(I�iln11111 'ttgte(tlllljl _10 L � •�, q � GARAGE O 12'-1" 5'2" 4'-2 m 3'-2" 22'-IOh° �Q 2x10'e V-O•CO. �WIOX30 STEEL BEAM = •. Q : : TYP. 30"X30�XI2" : pd ° /CEILING. Y o' ? GONG. UL3-I/2" ... .... .. .......................... .___. __. _._-___._ 4 . 4 g Q FLUSH W CONC.FILLEL(COL. 2 4. v� ' 'q LAUNDRY a V A P :GNABE�' °1 2'�n g' HALF BATH ....... ............ip . cwBE .......... ..... .. . ....... p 3 d ry• :O Q .u•• ••I.E. tQ.- m XP E LIVING • ♦ ..._..�., .... , --0'•e''�i I'4 "- t� QQ : UiNHDRAL.. Y 2'41' liuuut�uuul{tnaiti°nttttll :I a .......... s a xa C.J. ? — O O 2 ...............i........... ..._ .... ' FOUNDATION PLAN 4 ° .... 6'2° 6 �° m p ° 4 x-0 4" FIRST FLOOR PLAN _._...... A ' .......................:....................... .: 3'6„ : 23-0 ll A 16'-0' a-vY Dvs erl:P 55'-6" 2-9 3-3 I•B" B'-0" 10'-6" 6'.q" - B C ......... p : 16'-0" 6'-0" 1'-0" 26'-6" BUILDER JOB ADDRESS - DESIGN _ pQ�Q� �/ p n/��j /� f� DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING LEXINGTON 2 (�/(✓�oNJ fnI��EDESICR alcom Ii-30-13 * JB •�oF� v4°•r-0 J� b�slgns COMPANY INC. TWO CAR GARAGE .Z�.....� WI fN G'URC"IABE Of DRAWMSB.E OR FURC.ABER REBPONB MAY FOR E gILIANCC WITH ALL (})nxACT"SIZE AND gpINGORCBMEM OP ALL CONCRETE GOOTINGB (3)ALL GOOTIN b BNALL H ENO BELOW GROBT— vk—DEFT., t��l• a ,' " "• LOCAL SITE CODER AN'p ORDMANC,B S DnBR U MAT NOT BE IBLD RnePONBIBLB MUST BE DETCRMINEp BT LOCAL BOIL CONDITIONS AND ACCWTABLn ).)vERIW bTRUC1L'RAL ELnn@!TB Gp(i DEBK.N•BILE Po•a mB (50B1 494-9534 •• Z FOR BITS CANORION9 OR GCR TIB Y8E OG tHEBE DRAWMGB DERMG cc—mwa— pRAC1ICEB CG CONSTRUCTION.VERIA'DEBK.N WITH LOCAL ENGINEER. WIT.LOCAL ENGINEER AND M-1NO OiGICIALB. urur 6A N rA&x°LA.O.1F•m • - (D)2PCS.S-1/2"VERSA-LAM BELOW CUSTOM CAP TYP.RIM CUSTOM TOP RAIL TERSA-LAM )2 PCS, 1-3/4"X9-1/2" TYP.HANGERS SIDING HDR. 3 1 'll 8 0 BEARING WALL BELOW TYP,RIM = 4'MAX.CLEAR ,(r- 4" Ax.CLEAR SPACE BETWEEN TYP.HANGERS K m ICE•WA TER o II BEHIND NAILER RIP ALUM W/FLASHING TOP OF NAILER 9 : CUISTOM TLING OP RAIL Ix DECKING L .r O — 3-aX0 PT BEAM , fl I Q THROUGH BOLT TO P.ACH POB Lull Ul 2XS'b 16,O.C. WITH TWO 3/4 DIAM.BOLTS. m _ '• IX TRIM ORD. (C)2PCS.9-td'VERSA-LAM BELOW • POST ANCHOR MSI!BEARING WALL BELOW '• axe JOIST LER BOLTED .. 1 .+ LLIA STEEL BEAM TYP.WANGERB •• er-9/4"LAG BOLTS 24•O.C. ./ Ti u n o' 1t a o• k •es° Q6 DwmE •t'ni• .,1•O i• (E)2 PCS.1-3/4°x9-I/2" •'S•Oy" • 1• ,�;�T• HEADER BELOW.- VERSA-LAM - _ " •et - EXTERIOR DECK DETAILS - - - - �-•2XIO'e o 16"O.C.-+• TYP. 10 DIAM,CONC.FILLED p 3-2XI0'e - p. TUBE 48"BELOW GRADE. SECOND FLOOR FRAMING PLAN TYP.HANGERS 3-7XB'6 PT Iul .4'-IYi"' 5-215 ,{/-GIRDER BELOW - - - o a " 2xs PT -r ae Q Q ROOF m I6"o.c. In o -- TYP.2X6 PT SILL $' 46.6" TYP.HANGERS 2X8'PT TYP.RIM q 45'-0" ; �• 13'-4" 2'-4 '14'S" ., Aa II'-Iw"❑° O 19•-99L" r• - ___ ___________ - _.._.____ 9 4 6 " siclo'e o I6"O.C.-� • •�-2X o 0 16'.O.C.--+ - m � ............. , ,T 10' }" u Q ; BEDROOM•3 � •i U 11I '-,0 P-lo Q m 4 ,(rGIRDER BELOW '� P 1 P BEDROOM 4 4 Q 111 111 111 III Ifl __... 7 e _ _ mu� wlmmmnll lu 11 lu 11111 10'-II" 6=10" T�. epowu V l nl�\ Jam" 13'-1O" + 9'-3y4" $ O 4X6,POBi __ O 0 $ o u, [*2 W.IyC. 2XIO'eBATH-._. ___..___ ................ ej o / ❑ 4 TYP.HANGERS Y cHAfie : K - •r GIRDER BELOW lu m I jI�II�I n u nSTORAGE STORAGE II2.1771 - _..."T 1 •16.O.G. .r ................................ .__..::...__..._---_--^•---- +-2XIO'6 o 16"O.G.-► �I 8. y 6'-4_�°'•To•L TYP. 14"BQ.CONG.FILLED o SECOND FLOOR PLAN 48"BELOW GRADE. FIRST FLOOR FRAMING PLAN. FF { ` BUILDER JOB ADDRESS DESIGN /f//// // /� j ) j� DATE TETE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING LEXINGTON 2 wwwl6JaHl1 0 EDSO/CvM0,co 0 11-30-13 N JB •-3-OF-I 114"0'0" �7 f COMPANY INC. TWO CAR GARAGE W i/PURCH Oc OR-W s LeA/ES FNRCHA6ER REDPON6 E VpR C0 PL AN00 WTH nLL O/EXACT sae AND RCEiPORCp Dn OP ALL G fICRETE VOOTR106 Is)dLL VOOTINGe BNA l 8X END BELOW PRO6TLiNp YBRiP DEPTH. ' LOCAL B•JILDING fgDEO AVD ORD 136,A DE616N6—Y NOT Bu NpLD RE6PON6E3LR TEl6T 68 DETERMINED SY LOCAL 60L OONOR10N6 AND ACOE rT ' 14)YMIFY 6TRUDTLRAL[LEMpNT6 VOR De61GN.81[e /°•�•�•'�' ��BJ 494.9534 ZI FOR SITS GONDRION9 OR'+OR THE n6E OV MFile DRAYPIG6 pENWG CON6TRLGibN. PRADTIOEB CV CANB1RUCt10N.vbRiVY DESIGN ERTH LOCAL BNGI`&8R. WeH LOCAL ENGINEER AND BO4DMO OFVICIAL6. pClT A4RKlfdpL[M6 07Y66 RIDGE VENT 2XI0 RAFTERS 0 16"OC RIDGE VENT .. .. - - 2X10 RAFTERS o 16"O.C:- 2XI2 RIDGE ` V2"PLY.8HEATWZ 2XI2 RIDGE I PLY"SHEATHING I5+ASPHALT PAPER ,r i5+ASPHALT PAPER IDLE VENT - ASPHALT SHINGLES ' .ASPHALT SHINGLES. - 0 16 O,G, 2X10 RAFTERS 0 N O.G. 18"VERSA-LAM � ' 2X10 RAFTERS �s PLue l/'t"PLY,SHEATHING RIDGE VENT s 1/2"PLY.SHEATHING I5+ASPHALT PAPER 15'VERSA-LAMS 15.ASPHALT PAPER ASPHALT SHINGLES " ' ASPHALT SHINGLES - 0 2XIO RAFTERS 0 16'O.G. _ y 0 1/2'PLY.SHEATHINGS „ - - - 15+ASPHALT.PAPER N R38 INBUL. "• R38 INSUL. - - ASPHALT SHINGLES IX3 STRAPPING Ut3 STRAPPING ,"• • ,�L3:.� _ I/2"WALLBOARD HALL ,' '�,+. I_'�IV// R38 I BUL, x I/2"WALLBOARD TH''. .. IX3 S APPING BEDROOM'3 3/4"T/G PLY. 3/4"T/G PLY. a'...._.._ NAILED t GLUED. NA CsLLIED. „ LIVING.ROOM ..... ................::::::::............::::: -m - 801580088 e m OILED X O s o --tr• _• _ t ' ................................................. IX3 STRAPPING 1/2" LLBOARD: LIVING ROOM IX3 STRAPPING V2"WALLBOARD 2X6' m IS"O.C. saNw•" C .- 1/2'WALLBOARD® 941M 'u' 1/2"WALLBOARD zb - - R21 I •ULATION na:Tib sRDe.. 2x6's 0 16"O.C. 1/2"WALLBOARD - W.I,G_ LAUNDRY Lm'Br,D - R2I INSULATION - �—�� Vffi" SBSHEATHING _ KITCHEN 1/16'086 SHEATHI ''t R21 INSULATION - .. +,. SIDI WRAP OR EQUAL 2X6'e o 16"O.G. ADNG AREA 4 Tw ' COVERED .. TYVEK_WRAP OR EQUAL I/2"PLY,814EATWING. ® NAILED tPLGY. 4 ENTRY -AIDING _ df TYVEK WRAP OR.EQUAI_ 3/4'T/G PLY. _ Q . - SIDING NAILED t.GLUED.. - - - - - 3/4"T/G PLY, �- f0s m 16 O.C,•-s _.a•_ 0 ,:s _. ._ .a.. -s. +�- 0 nA oECIcaG* NAILED t GLUED. -. .- 30 INSUL - - - - - 3-2XI0's GIRDER . - _ j• NBUL 3-2XIO's GIRDER-1 - •^. -IN, NSUL: 2XI0's a 16"O.C. - _ 3-I/2"LONG,FILt.ED - BASEMENT 3-i/2"GONC.FILLED - BASEMENT . LOLLY COLUMN. LOLLY COLUMN. - , - BASEMENT -� T l Bb . - - 4'CONG,SLAB . i- 4"GONG.SLABIF - - / 4"GONG,SLAB CROSS SECTION::CB) Cfi05S SECTION (C) CROSS SECTION (A) w. ° RIDCxE PENT .. .. ,. ,. , • _ • .. SS+ . . ,°�.- . 2Xi2 RIDGE t 2X8 RAFTERS o 16°:O.C. - _ V2"PLY.SHEATHING - ' 15+ASPHALT PAPER - y s 2xI0 RAFTERS o 16"O,C,. - - I/2"PLY.SHEATHING -ASPHALT SWING ,_ ._... .. ...... ..... ... ..... ............... .... 15+ASPHALT:PAPER _ .:•'�. .ASPHALT SHINGLES - - o .. . . . ' 2Xi0 RAFTERS 0 Ida"O.C. m- " - ' 2XI0 RAFTERS 16 D.C. 2XI2'6 �.J.0 16"O.C. t/Z"PLY,SHEATHING V2". Y.SHEATHING PLY. E R38 HAUL.�.. RIDGE YENT 15+ASPHALT PAPER B+ASPHALT PAPER .,: 2XI2 RIDGE - IX3 STRAPPING ASPHALT SHINGLES .. ASPHALT'SHINGLES '1/2'WALLBOARD - .s•=f2X10's a 16"O.C.-o• - o-we.o-w,O.G..--► � 0. BEDROOM?3 3/4'T/G PLY, 2X8'd G J o 16"O G 'B iy NAILED t GLUED, .. .• :, .. _ _ •a ... ., 2X12 RIDGE x • MIR It - R30 INSUL. WIO STEEL BEAM - 1 y ' .. ... W -2Xi2 RIDGE '. _ IX3 STRAPPING ..° ... .. /° I®t IX3 STRAPPING " 1/2"WALLBOARD Q.`• 2X12 RIDGE _ 5/8"F.C.WALLBOARD M/BATH - M/BEDROOM I/2"WALLBOARD .- - 5/8"F.C.WALLBOARD 'vAULTED 2X6'e 4 I6"O.G. Q - GARAGE L -2X4's o 16 0.C, R21-INSULATION - 9 I- \ _ °�a• .: U• U � 0 RI3INBULATION - 'T/16"OSB SHEATHING `'^FyQ," ,0. Q 90Q 3/4'T/G PLY, TYVEK WRAP OR EQUAL - NAILED a GL SIDING -� - �1� s®fie 0 " .. 0 a p' 4"CONC.SLAB •�- 1. o C -s _ ._ Map`' tr` Y` 11 e 3-2Xi0's GIRDER Q�V •.1 v+2 _ OF -1; ,. ', 3•V2"CONC,FILLED � - ry / ®r gl � @. }- i f ' LOLLY COLUMN: BASEMENT .? i+ - OG, �Cro'. 2XKJ 6 0 I6 O.C.•-•+► _ - 4'GONG.SLAB �p° CROSS SECTION (D) ROOF FRAMING FLAN BUILDER: •. BADDREAS ,.DESIGN p�� �p Dj g �y DATE REVISION .DRAWN BY PAGE SCALE BAYBERRY BUILDING LEXINGTON 2 MAW, G-0 EDES 6AlS,CO d 11-30-13 JB e�oF_1 v4",r.o" �+� ��•8j�n8: COMPANY INC. TWO GAR GARAGE � '"''•�.+,.+': W N PURDNABE OF DRAWINGS LEd•,E9 PURCWBEW Rfi6PON8ElL$ROW COMPLI4NCE UNTH 4LL W EXACT S AND'REM"ORCEMENT OF ALL CONCRETE FCoT A)ALL ROeMN a L.M<TEND BfiLOW FROBTiJNE�/ERIFY DEPTH. BWLOW. AND ORDRiANGEB,.E!DESIGN*MAY NOT BE HELD WE6PPNB0LE.::: MNBT BED Y SOIL COl6IT0W5 AND T (4) 0 FOR DESIGN a 86E P.L4 BLIfT ffiB LOCAL ONS EOF COED B LOCAL AL LN . W"L *TRUCTL'RAL ELEMENT ($OSJ 494••9534 ' Z RJ'W 6RH CONDfItON6 OR FOR tNE Y*E OF TNEBE DRAIYMG6 DURING CONBTpLCT(O}1, pWgCTIGE9 OF CONBiRVGTION.YERIFi'DEIGN WttN LOCAL Et65R�lY. WRN LOCAL ENCdIIESR AND 81lLLDMG OFWCIALB. �TQMNST.dBLG rygppggg .. [ _..._.._..-- ASPHALT ROOFING ASPHALT ROOFING 15•ASPHALT PAP 15•ASPHALT PAPER SIDING 1/2"BREATHING _ I!2"SHEATHING ASPHALT ROOFING - ............. ......._ IS-ASPHALT PAPER .............. SHEATHING DRIP EDGE 12" DRIP EDGE TYP.H2.5A TIES TYVEK OR EQUAL 1!2'SHEATHING 2-1/4"VENT - 5°GUTTER - B"GUTTER DRIP EDGE 4"B VENT -1-3/4"BED YILDG. I-3/4"SEA MLDG. OPEN DENTAL ......... 9"GUTTER NOTCH FRIEZE - NOTCH FRIEZE .. TO REC.SIDING- TO REC.SIDING. IXS FACIA IXS FACIA M SOFFIT IX SOFFIT SHINGLE STARTER LEAD FLASHING 2-1/4"VENT 2-1/4'VENT UCS FACIA COARSE. SEE LAST PAGE SEE LAST PAGE IX SOFFIT .r•° 2X6 P.T.SILL TAPERED GAP NOTCH FRIEZE NOTCH FRIEZE 2-1/4"VENT • SILL SEALER• TO RECEIVE BIDING. .°8009 GROWN TO 13EC1�IVE SIDItdCs. .SEE LAST PAGE ;' rIOtE° - •° OPTIONAL gas NOTE TO RECEIVE SIDING. ° - TOP RING 2"CLEAR FOR MORE TRIM, FOR MORE TRIM'• .-h1OTE1�•,•' •'° •' 9/S"XI2"ANCHOR DETAILS SEE DETAILS BEE +. ` QEAV ST FAG-;% EAV T PAG A 'FOR MORE TRIP; BOLTS m 3o"O.C. •1 EAYE DETAILS DETAILS SEE " °p'0 EAVE DETAILS ° REAR' TRIM DETAILS FRONT T�'?IM DETAILS � - +►3 k E,4VE DETAILS SILL SILL DETAILS SIDING - .. 2XIO RAFTERS m 16'O.C. I RIDGE VENT _ 1/2"PLY.SHEATHING 2X12 RIDGE IS-ASPHALT PAPER ASPHALT SHINGLES - HOUSE WRAP. ICE 7 WATER BEHIND NAILER - 1/2°SHEATHING °" - ALUM W/FLASHING TOP OF NAILER - J m .. BILCO NAILED BEHIND - IX,DECKING _ • - SHEATAWG INTO STUDS. 2-2X8'°PT BEAM R38 MSUL.. • ""_ THROUGH BOLT TO EACH POS IX3 STRAPPING o - ` 2XS'e m 16'O.C. WITH TWO 3/4"DIAM.BOLTS. 1/2"WALLBOARD Q SRO BILGO DOOR y B T NAILER BOLTED i IX`TRIM ANCHOR . 2X WALLBOARD -TYP.JOIST HANGERS - POST ANCHOR R21 I m tA"O.G. MlBED M R21 INSULATION Va1n.TED Q LEAD FLASHING - ro ,° W-3l4"LAG BOLTS 24°O.C. 1/16°OBB SHEATHING [0 IX2 AZEK '• •• •.'•• •. •.••. •• ••'S ° TYVEK WRAP OR EQUAL GUT m 15° .PHENOSEAL CAULKING• - b•a0'e'� ro s '• SIDING 314"T/G P Y. Uc8 SRO. ..° •.° •5/4"TREX DECKING , •. y�° .° NAILED t _ - ro. d•• •.!° 4• • e . ° •e••° w 'O n 0° • INSUL. 2XtO 16"O,C. ••PHENOSEAL•CAULKING �.: �e, - t• - a •>• ro.aA% • •° • • • •6 'FOUNDATIONS .e °p.° �.° m ° BASEMENT . .: �°Oro" ••- i•.• �w.• t f �•e d•W Oro dro 4"CONC.SLAB ' BILCO /HOUSE ''• ''SIGs . .. . .4'° WATER TABLE DETAILS 'd•_ °Oro �— INSTALLATION DETAILS PORCH DETAILS GROSS SECTION (E) GUILDER JOB ADDRESS DESIGN y�n n ae�n t� ®A DATE REVISION DRAWN BY PAGE SCALE 0 OealgnQ BAYBERRY BUILDING LEXINGTON 2 o y1��'UJLTJ1( (C.�/ yf/ o ON 11-30-13 '• • JB •.�,�F�- vn"•r,o" ✓ e7 //G7 COMPANY INC. TWO CAR GARAGE ' '+'rr+TT•*•rrr�",*r•rr• PURONAp9 O!GRbWIN6e LBAVp PIIRCNABER pEDPON81mL8 TpR COMPLIANCE WTN ALL fL ENACT BRE dND REn[FOROEM@NT OF ALL CONCR8T8 PppTINo9 [S)ALL FOOTINee WALL®[TEND OELOW R2oe1LM8 vERIPY DEWTL � .niw� F LOCAL @ULOI S CODES AT®ORM"NOM.b DIB n°r NC e8 LLD RHBPOr SLR MOT e6 oarefxMlNeD eT LOCAL eon-CONVMa AWD ACCWTAl" [u VVi l°TRWnRAL US-*e r VftI .$10 ra eox as l.900V 494- i OI FOR SrtE COIO1ITONS OR OR USE OF 7NE88 DRANM08-'Pi B OONMUCTION: PRACMW OF C TRUCTLM vERPT DE818N LOCAL IT NMR. WRN LOCAL E NWR AND eun.De4 OFFKIAL8. °QdT tl.WN°TAmta Am do" `FULL HEIGHT SHEATHING•J5'-4.I .. p ACTUAL SHEATHING•_$_% S PIAS (Min."wred-Ag-w ' - RATIO• i 24 ' EDGE NAILING•_"O.C. --- FtEID NAILING-_2LO.C. r•—�----• —_, - . 21'-0" I FULL HEIGHT SHEATHING+16'-2" ACTUAL SHEATHING• 50 % 1 ' (Min.Requlred-jkL_96) I • r•—•—•---•,--•—•� RanO• L2>s .WALL LENGTWI._=�Q ' - FULL HEIGHT SHEATHING. EDGE NAILING-14'-q' , :. FIELD NAILING=�.C. ACTUAL BHEATHING._>Z_% :8H£AR,' SHEAR; '�:SHEAR?;.:.�_?'; L__.__-- _—_—_J r.Jl� (Mtn, "•WALL WALL -WALL ral/� ® I EDGE EDGE_ LIN NAILING• a„O.C. � ,,.::,,•..: :,,•7:. ..:•ti,.:•:,`.:.'•.`. FIELD NAILING•J2_O•G. .::q'.p"•. r i9'-8°j ;%";-8':.;::.:': Q Q SHEWALL . ear, i.. ALL . A- 1R L Ls Sj4E RHEAR LL, :SHEA �}�u 61$AR. : R.I ,::.:'SHEAR •pNeew, ;2'•8",: 9 , �LL . DDDDD ` = DDD❑D WALL .tUALI . .,.*HEAR n r, ❑D 9X 'D❑ L ZD'•O"' 3 -0" •'4'-0" �•Q-• DDDDD DDDDD DD DD `' D❑ DD SHEAR WALL LEFT ELEY,4TION - ,� PL418 V•LFt e L EMEND HEADER - eoimLS TGw rLA TO KING STUD SHEAR WALL r — — — _•— — r---- Te WAIT LENGTH. -Q' WALI L£NGTN.,y�iL' 'FULL HEIGHT SHEATHINC,A:,) I FULL HEIGHT SNEATHING.J4:2_I - �'•:'%,�•• _ FRONT. ELEVATION ION ACTUAL BHEATHMG•�% ACTUAL SHEATHING.�76 ! (Mim Requlred•A3_R) ' I (Mfn.Rmqutred—V—&) I " T7 wines w•urr era.v RATIO.L25 RATIO- 125 'EDGE NAILIW-__4_O.C. I EDGE NAILINCs°30.C. I aea. FIELD NAU.ING•_12'_O.G. FIELD NAIL1 0 14-_ _O.G. - L.. ._._�.—._.—_J L.—.— —_--_ —.J _ soueLe JACK e .. ` NAIL TOP PLATE smrowu ew-vLa '�.•;: TO HEADER WITH NAIL SCHEDU •(}': TWO ROWS OF Ibd - Sd COMMON ••}}=r": NA118 AT 9"O.G. .... ..-» .... .........- AT 3"O.C. r., �^ 2 S/S"ANCHOR BOLTS WITHq+�S,c 3"X3"PLATE WAS 4ERb rWALL LENGTN.�-Q; •, rWALL LENGTH•d5,-0"___., r•WALI LENGTN.�-(a,_"_•—•, rrn. Naars eam allo• • �+� a•xa°xv°•pLaie waersax,+ S,a• ♦.ar.er.ar.ar.ea.er.er.Or a 'h.. " - FULL HEIGHT SHEATHING-12'-D"I I FULL HEIGHT SHEATHING•-Z%�a'' I FULL HEIGHT SHEATNMG•-(1-.jxI - F , • qt; t .i ,a +,S e' .+;.;+ tti - .ACTUAL SHEATHING•_jkk_9& - •ACTUAL SHEATHING._Fzh_% •ACTUAL SHEATHING._-j2, % - - - .e e .'ar a•. e:.'e a e•. a 'e. (Min.Required -r.) ' - I rMln.Requirmd_5-4_,#) I I (Min.Rmqulred�4_iG) 'a - —. RATIO.I-2T� RATIO.1.25 RATIO• t-25 • ._._. v,, • r.__. - WALL 1.ENGTH••12� EDGE NAILING•°O.C. 6----�1 EDGE NAILING•_"O.C. n EDGE NAILING•_"O.C. • ° WALL LENGTH•B'-0"_ FIELD NAILING• O.G. FIELD NAILING. FIELD NAILING° 's. "••s. FULL FULL HEIGHT TWING-IAtd_%� .—._.......J L__--_--C-_—.J s +s " s• a ACTUALISHEATHlN HING. ° •' e•" �e', � I I ACTUAL BHEATHING•J�% • ° ° �• ACTUAL SHEATHNG•_.$$_% - ro °dro :Oro (Min RmqulredJSfZ%) I - (Mtn.Rasqutred�`+t) RATIO.J.22 ;:•a a ° . '. raAno. 1-25I EDGE NAILING.-&-O.C. j STRAP ONLY °e•s dro .°Oro•.°0•• EDGE NAILING•_"O.C. FIELD NAILING•-�O.C. 49'-0" '' •FIELD NAILING.J2=O.C. L__.__—. J THESE OPENING$ cowrmm� GARAGE L._.__ b ._. _^ SHEAR: •9-1W":..:: °6'-II°::.::.:; i,:b'.2#y":1: WALL OPENING _ — TW •-- — WALL LEND 2dn-(�" ....:• :: ' 'R'. •::.$NEAR.::.�::,' SHEAR:.'.:.'. ^ SHEAR HEAR`:•.i'..',•'�i.a':'..:.i {.'�{•: :'..: - DETAILS (RILL HEIGHT SHE4THMG•J(z�-"I 3 au Ht-2rsHf `{lUALL '..::WALL ; '•:;WALL WALL ALL .ACTUAL 9HEATHMCn _iz . - 2XV6 AT &qcH SID E, ' S.EA Re u red- 60 S6) . 9 •:'1UALL '� -•RATIO. - 1.25 �'.2'$n'. l2'-Sr.:..••.....:..:::..•.,.....,, .:,:.., EDGE NAILING!_ '.�'O.C. FIELD NAILING._12_O.O. �- — —.—.J If�ltltt�e - .-..,.1oose:.. :-.:.Q.. '' HEAR"�•` '.':SHEAR .::EAR _ '�BHEA ' EAR:.:�'.:.' -'. - S Nrmuous•••. SH -'..WALL ' •'�'iUALL �'• '�'WALL •' =.. A LL W LL •: '•WA _LL N,.t '_.•'..•SWEA HEAR •H� E S EAR• .-8 EAR'-:.•..' WA WALL ". WALL to WALL 5.. :.WALL :wa LL ':W 1777 fB r..q'.1" tl ILL, 0 .m 24-0 SHEAR WALL REAR ELEVATION } SHEAR WALL RIGHT ELEVATION BUIIDER _ JOB ADDRESS- DESIGN f j REVISIO DRAWN BY A SCALE BAYBERRY BUILDING LEXINC DATE?ON 2 o+(J/�_ b-U©!l 0 a ®0 d 11-30-13 a JB •�o�F--a 1/4'40' ✓� D&s/gins ' COMPANY INC. TWO CAR GARAGE W N • Of pRAOiINGS L"'EZ PUPCN°9EF!Re6PON9—row BE MV L RE min,SL fa/ej eTV°,m R MIPG LOCAL 0 All CONCRETE Op ACCEPTABLE �ALL FOGnrKee A"1dLL Sxros BelgO raoeTUNe VlAIW OFPT+1. ii-- {pw.AL a coO —o Fo GRON4NCEB.•B tleDIGN6 n6r Nm ae oN pESPONe®l8 P Be oBfeRcoI 9r LGCeL BOu CONDrcIONe 4�AGC�LH18 u)v�iLO BTW:CTIRAL ELQENTO POR DF91GN.61ZL Pa (gpgJ 494-9534 . Z FOR&TB CONDITGN.9 OR ROR THa NSE OF TNEBE ORALLINGB DURMG CON9TRIKTION. PRdLTwffi OF CA1bTILIGTiON,vERJGY pE016N WTH LOCAL ETIGYIEER. OATH LOCAL ENGR�AIID BYLLPINtl OF.CIALe, 144KT QaRnCT.r24t rIC LVeie AWG GUIDE TO WOOD CONSTRUCTION IN NIGH WIND AREAS Ito MPH WIND ZONE MASSACNUSETTS CHECKLIST FOR COMPLIANCE n�CMR 5301.2.I.Ij ® CHECK COMPLIANCE 1.1 SCOPE / O MPM EXPOSURE 0 WIND ZONE WINDSPEED ell-SEC.GUST)............................................................................IV MPH WINDEXPOSURE CATEGORY................................................................................B 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS 6 IN D SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF � �OF . 2 STORIES(2 STORIES_�L_ JOINT DESCRIPTION COMMON Box HAILS NAIL SPACING ROOFPITCH.........................................(FIG 2) .....................................-12AZC R,V�� \ HALLS MEAN'ROOF-N@IGNT.__...............................(FIG 2) FT.C 33' 1/ ROOF FRAMING BUI fMG WIDTH,W...................................(FIG 3).....................................-32 FT<80'�>L� \ ttP.FIELD NAIL SPACING BULLRING LENGTH.L.................................(FIG 9).........._._.._......._..__.........JT'Pi FT<BO'.-alp Sol COMMON•6'O.0 BLOCKING TO RAFTERS rtOE-N4LEDJ 2•Bd blOd EACH END BUILDING ASP'EGT RATK7(LOUT._......:...............!FIG 41...._....._.......................... TT<3:1�JL� ..• RIM BOARD TO RAFTER(END•N41LED) 2•ISt7 bre01 EACH END NOMINAL HEIGHT OF TALLEST OPENNNd?................(FIG 4).....................................JO.$<6 B"SAL TYP.V16"WOOD ..;•,4.''',.' . WALL FRAMING 1,3 FRAMING CONNECTIONS *TRUC PA TOP PLATS AT INTERSECTIONS MACS-NAU_ED) •16d Sdbd AT JOINTS GENERAL COMPLIANCE WIN FRAMING GONNECTIONB.... (TABLE 2L...,.......................................... �� •• •'� •a ,, y�q`, STUD TO TND/PAGEN�oILEDI bred I&d .C.ALONG 2,I FOUNDATION FL OBx TO HEADER(f40E NAILED) se red D c aLONG EDGES FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 6404.i ••',' \ ,••`• FLOOR FRAMING '- CONCR@TE..................._........................................._................................ �L ' JOIST KI 0�-L TOP PLATS OR GIRDER rtOE•NAI18D) 4-0d 4-I0d PER END ` .;.� OIST BLOCKING TO JOBT(rOE•NAILFA) 2-0d bKid EACH END CONCRETE MASONRY._............................................................... ...... .�� TYP.ERG@ NAIL 6PA43 .___.._. ..... (&d COMMON o 6"D.C.) '•' ',•' • •`• BLOCKING TO 6/LL OR TOP PLATE(TOB-NAILEO) }Ibd 4-16d EACH BLOCK 2,2 ANGNGRAGE TO FOUNDATIONµ LwGH3 STRIP TO BEAM OR GIRDER(FACE-NAILED) 2.1" 4-16d EACH JOIST �� �� " ' ';., • , BAN ON 6T To J TO BEAM(TOE•NALLOD) }Od }IOd PER JOIST S/8"ANCHOR BOLTS IMBEDDED OR 9/8"PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATNE IN CONCRETE ONLY '•` ••• - BAND JOIST TO JOIST(EIJD.NdWEDI }red 4-16p. PER JOIST BOLT SPACING6ENERAL.........................(TABLE 4)................................. M._1C� RAFTER CONNBCTIONB' -,T'-R' ••• •' •• BANG JOIST TO BILL OR TOP PLATE ROE•NAILEDJ brep 9-166 PER JOIST BOLT SPACING PROM END/JOINT OP-PLATE.........(FIG 81.................................."- SIN.<6°-12"�� NON- •.TYP.HLS TIES LOADBEaRING ROOF SHEATHING .. BOLT EMBEDMENT•CONCRETE.....................(FIG 9).................................... IN.>'1°- ./ STUD HEK°1Ii •','• . BOLT EMBEDMENT•MASONRY......................(RIG B1......... .-�IN.>B WOOD STRUCTURAL PANFJ.$ _ PLATE WASHER...................................(FIG S)......................................>3°X3•XI/4" UPIER `.\._ '.,•• LOADBEARING RAFTeRB OR TRUSSES SPADED UP TO 16"O.C. ad IOd 6°.EDGE/6"FIELD 3.h FLOORS MAX.WALL • .a •`.•: STUD HEIGHT -RAFTERS OR TRUSSES SPA=OVER 16.O.O: Bd K)a1 4'EDGE/4`FIELD HEIGHT 20' • • - .. GABLE ENOWALL MAKE OR RAKE TRUES Sd K>d 6'EDGE/6•FIELD ,•. '• - WITH NIO Gd81.0 OVERHANG FLOOR FRAMING MEMBER 8PdN6 CHEGKOb......_.....(PER'180 CMR 98.00).................................. .�� I , •; MAXIMUM.FLOOR.OPENING DIMENSION.................(FIG 6).:._..................................IO_FT<TJ'�� •.':•.°• MAX.WALL GABLE&/IDIllL O RAKE ER RAKE TRUSS ed 6'EDGE/6"RB.D " HEIGHT�' FULL NUM FL WALL STUDS AT FLOOR OP'ENMGO LEeB='FROM EXTERIOR WALL(FIG 6J............................. OAMLS ENDWA OIRLOOKEIIB - • '•:"••� �:� GABLE E1JOWdLL RAKE OR RAKE TRUSS Bd IDd 4°EDGE I'4'FIELD MAXIMUM FLOOR JOIST SEARING e - '% BUPF'ORTING LOADB@ARING WALLS OR BNEARWALL.(PIG V._....................................�.A<d�� `•• • •°' - •°` WALOKOUT BLOOKO MAXIMUM CANTILEVERED FLOOR JOIST ;�••'•�,- •„•• CEILING SHEATHING SUPPORTING LOADBEARMG WALLS OR SHFARWALL.MG BJ.......................................a-FT<d_�L� °• FLOOR BRACING AT ENDWALLB.......................(FIG w........... .:•.• •.; GYPSUM WALLBOARD ad COOLERS - r EDGE/10'FIELD FLOOR BH-ATNiNG TYPE..............................(PER 180 G11R 99.00).................................. �LL .••`:_•• :"•. •• WALL BREATHING - PLOOR SHEATHING THICKNESS._.......................(PER 180 CMR 55.00)........_ ......31A M.�� ' •" °" : WOOD OTRIIGTURAL PANELS FLOOR ONEATHMG PASTENMG........................(TABLE 2)-A-AV NAIL$AT R N EDGE/SIN FIELD >L •• •• •• STUDS SPACED UP TO 24'O.C. ad Kad 6•EDGE 1 O'FIELD ' 4.1 WALLS 1rs•AND 251W FIBERBOARD PANELS ad 3'SOME/61 FTELD W GYPSUM WALLBOARD ad COO B28 r EDGE)10°FIELD WALL HEIGHT FLOOR SHEATHING LOADBEARING WALLS.............................(FIG b AND TABLE 9)......._...............�-FT<10'�iL .- NON-LOADBEARING WALL6........................(FIG 10 AND TABLE 5)......................._H_FT<20..3� LATERAL :• : •:•�,�•..- LLCOD BTRLK:TLWAL PANELS WALL STUD SPACING.................................(FIG 10 AND TABLE S)...................J6-M(24'O.G..JL� - ' ••• :' ,• 1'OR LE08 ad K)d 6°EDGE/O°FffLD WALL STORY OFFSETS- ..(FIG 1 4 8)....................................10-FT(d�� •.•�,••• -�•:••••�' GREATER THAN I' lod 104 6°EDGE/6"FG_LD . 4.2 EXTERIOR WALLS' - • TYP.HORIZONTAL DOLE GENERAL NAILING 5C1-{EDUCE WALL STUDS LOADSEDBEARMG LLLALLO.............................RABLE 9)............................2X.$aA-FT.QM.-.>L_ OHE,yQ - •'• •, NAIL EDGE(STAGGERED NAIL • • . NON-LOADBEARING WALLS.........................RABL.ES)............................2X li.-�:FT•jJ.M�(_.. •' ;•• PATTERN Bd COMMON.e_9°O.C. GABLE END WALL BRACING' RILL HEIGHT ENOWALL STUDS......................(FIG 10)................................... ... _tL� - '• .•'•,• TYP..VI6'W10OC>STRUCTURAL WSP ATTIC FLOOR LENGTH.........................(FIG IV....................................-n FT>W13 J. . VERTICAL PANEL SHEATHING GYPSUM CEILING LENGTH(IF WSP NOT USED).........(FIG IV'....................................Q.PT>0.9W •" AND 2x4 CONTRWOUB LATERAL BRACE•6 PT,O.C.(FIG ILl.............................................. • TMF, OR IX3 GELLING FURRING STRIPS•IS SPACING MIN.WIN 2X4 BLOCKING a 4 FT.SPACING IN END............ �>L� .VERTICAL EDGE NA DOUBLE TOP PlA7@ u .•.. IL J01ST OR TRUSO BAYS......................................_....._........ ...... �L •'•,`'•i SPACING(8d COMMON - ............. ._• ,.'...' • O.C.) DOUBLE TOP PLATE. - .,� _ SPLICE LENGTH..-.-......... ..:..............(f1G 18 AND TABLE 6).................._ .. .FT SPLICE CONNECTION(NO.OF Ibd COMMON NAIL$) (TABLE 60............................ ... In. LLiL a •••',; TYP.FIELD NAIL SPACING LOADBHARING,WALL CONNECTIONS .. ". ' Bd COMMON•_O.C. ° P LATERAL(NO.OF I6D COMMON NAIL$)............(TABLE•)........................................ �.. ./ •`•'. - "• " ''NON-LOADDEARING WALL CONNECTIONS _ :••• •• DOUBLE'HEADER 1 LATERAL NO.OF Wd COMMON NAILS)............(TABLE 8).......................................�_ �_ -,• •,• LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENNG BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) •..: `' `. - ' HEADER SPANS.................................(TABLE 9)..............................&-FT-gLjK<n'...1L� . . BILL PLATE SPANS ..................(TABLE S)........................:....�.FT.jZJN•<tf_aL� `••......._... •: FULL ,.. PULL HEIGHT STUDS(NO OF STUDS)...............(TABLE S).......................................�� �..� •e <i. :. n - T NO BEARING WALL.OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE V ;� ;•! •: �• •! ;,! � � SttID HEADER SPAN&.................................(TABLE ................. -A-FT-b-N.<IY. J.. •e .`d••.•4r .'Db *ILL PLATE SPANS..............................RABL@ 97.............._......._......�T_QJN.<12' .' • ': a S' n _ .0 ° ': • ': • RFWIREMENtO AT EACH END OP HEADER JACK.8 FULL HEIGHT STUDS MO.OR BTUD9)...............(TABLE 9)........ ..........._..................�3_. �1L. ,,! ,! ty • s! ,,• .. MIMMUM •e .•dro.•d•a �.°db D HEADER SPAN HEADER UPLIFT LATERAL WINDOW BILL PLATE EXTERIOR WALL SHEATHING TO REBSBT UPLIFT AND SHEAR$TMULTANEOUBIIa w � ` NUMBER OF MIND"BLWJONG DNENSIOK(W J '• .6 a .•. ,• • 'w' ° (FT.) gEE F:18 Ha@1Gupo HT (LJB,) (LB.1 • ': NOMINAL Hdf°FIT OR TALLEST OPENING.........................................................(•G.$�<6'8°�L 2 I! Y ....................... u • '• 24"O.C.MAX. ' • a STUD O.G.MAX. EDGE NALINS,TYPE.-..............................(NOT@ 410 OR NOTE.__---. .�� �>L. 6•e Ir dro ' ° °:�.A S'ND SPACING • 2' Z-2X4 I 2T1 132 EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LE991................... U1.�L STUD SPACING.. .. t '--'. FIELD NAIL SPACING.............................RABL@ 10) ..........._...._............_......�.IN. ,/. ° ♦.!, •°!, ^.!• ••!b••• :'.•+!a '•!a ••!• • 3' 2-2X4 2 416 188 •• SEE PAGE 6 OF T SHEAR CONNECTION(NO.OF 16d COMMON NAILS) (TABLE 10)......................._._........._.__ _�� •v dro.. d•s dro Or r 1•e d•e:0•e 4' 2-2X4 2 354 264 PERCENT PULLHEIGHT 0•EATHMOL................(TABLE 10)......................._............-r >L ':1 '..t •�• !•; . ., �•� 9Tw .- L 4 ADDITIONAL&MEANING FOR WALL WITH OPENING>6'B°(DESIGN CONCEPTS)....................tl.... �_ • • • a • S' 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L)_ .°ds dro..r d•e 6' 2-2X6 3 831 3w /:..: ................... NOMINAL HEIGHT OF TALLEST OPENING 2........................................................b�. r............ T....... SHEATHING TYPE................................(NOTE 4J..._..............................._....'nR HEIGHT , 1' Q 1. 2-2X8 3. 9l0 462 a EDGE HAIL SPACING.............................(TABLE 11 OR NOTE 4 IF LESS).................... IN. MAXIMUM WALL STUD HEIGHT , STUD SPACING , 8••. 2-2XTt 3 I108 628 •e. =:°dr•.`d'e'ter:°dro:'d .`dr.°dr. Oro .`dr .'0+�. FIELD NAIL SPACING.............................FABLE IV.R....................................�ttN_ • `• i.. SHEAR CONNECTION(NO.OF I6d COMMON NAILS) FABLE 1V.......................................�_ �_ SEE PAGE 6 OF 1 8' 3•?XIO 3 I 1 694 :.•.• •�t• 'e ° ;•!d ;°!• s,!• ,,!• �!w*;,!° ;•!° •ep•� PERCENT FULL-HEIGHT SHEATHING (TABLE 11)......................................-IL _I RAFTER CONNECTION AND WALL SHEATHING 10' 3... 4 IASS 660 'Oro.°o..',`o•e.Oro.°d °A- � ••- °er.•dro &%ADDITIONAL SHEATHING FOR WALL WITH OPENING>6'8'(DESIGN CONCEPTS).................... �� : ': ♦ ': ♦ i ♦ TYP.ANCHOR BOLTS AND • •,, ♦ '� 11' 4.2XIO 4 i 24 'U6 °•`• •.! •.! •.!° •.! 3°X3°XV4'PLATE WASHER.! •.!. , wAL1.CLADDING - - RATED FOR WIND SP®A..................................................... b.•db.`dr `db.•db .'db dr d•o.'dr db.`Dr. ....................... TABLES. WALL OPENINGS - HEADERS ' 9.1 ROOFS b.•dro .`Dr .°db.`Bb.`d•o.°db.'d•o•.'d%.`db .`0'• ROOF FRAMING MEMBER SPANS C44ECKEDT(FOR RAFTERS USE.AWC&PAN TOOL SEE BBRO WEB011PU �. IN LOADBEARING WALLS ROD OVERHANG.............:.....................(FIGURE W............... FT<SMALLER OF 2'OR L/3_>L- •'• ••a •�a ••a ••a '."a •'o •'a • �a TRUOG OR RAFTER NOTES, d'e, dr db db Or-. db Dr O.6 dro d PROPRIETARY CONNECTORS I. THIS CHEKLIST SHALL.B@ MET IN ITS ENTIRETY,EXCLUDING THE SPECIFIC EXCEPTION NOTED IN TO COMPLY WITH THE _ . ♦ • ♦ ' '' '.• ♦ ' UPLIFt.......................................(TABLE CI......___._._............. 3Q31'LP ✓ .. REQUIREMENTS OF 180 CMR 8301.241 ITEM L IF THE CHECKLIST 19 MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL..................................... .....................................L••LVapLF >L AND HOLD DOWNS ARE NOT REQUIRED PER THE WPCM 110 MPH GWDIL ~ SHEAR.......................................(TABLE O).........._..........................0•.�PLR�L Ai BTEEI.STI¢APS PER FIGURE B . RIDGE STRAP CONNEGTIONB,IF COLLAR TIES NOT USED PER(TABLE 132.............. ......... . .--- -2 1pLF�L,.-. B:20 GAGE STRAPS PER FIGURE 11 GABLE RAKE OUTLOOKER............................(FIGURE 20)..............31t2 FT C SMALLER OF 2'OR L/2�_ C,UPLIFT STRAPS PER FIGURE W TRUSS OR RAFTER CONNECTION*AT NON4.0ADBEARING WALLS D,ALL STRAPS PER FIGURE 11 PROPRIETARY CONNECTORS E,CORNER STUD HOLD DOWNS PER FIGURE UM AND FIGURE 1010 UPLIFT........................................(TABLE 14)..................................._,U•_CUB,_AL 2. EXCEPTION,OPENING HEKLNT OF UP TO 0 FT,SHALL BE PERMITTED WHEN*A I&ADDED TO THE PERCENT FULL•HEIGHT SHEATHING LATERAL MO.OP I6G1 COMMON NAILS)----......(TABLE H).....................................L•14@1B.�L_ REQUMEMENT6 SHOWN IN TABLES 10 AND II. .. STUDS AND HEADERS ROOK SHEATHING TYPE.............. (PER 100 CMR 90.00 AND 89.001...................... _JL 9 THE BOTTOM SILL PLANE IN EXTERIOR WALL&SHALL BE A MINIMUM 2'IN,NOMINAL THICKNESS PRESSURE TREATED-2-GRAVE. ROOF SHEATHING THK:KNEBS....................................._......................... In IN.>V16`W0P�1L_ 4 A.FROM TABLE 10 AND 11 AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT R LL.44EIGHT L• ROOF SHEATHING FASTENING..........................(TABLE 21............................ --1L.- SFEATHING AND NAIL SPACING REQUIREMENTS. r AROUND. WALL OPENINGS a 1 ER JO$ADDRESS DESIGN y p p J �J �-• j DA ION DRAWN BY PA ESCALE BAYBERRY BUILDING LEXINGTON 2 ( o brd®ll U HV�aVv®Il-0 I1-30-13 K�l� JB •��f; v ".1•-0° pe' Igns/ COMPANY INC. TWO CAR GARAGE ,TI"'T.� - Iwl N PLRCHA98 OR pRAWN60 L6AYt0 PYROFM>!r R[SPONSGl@•OR COMPLI.LNCB Wf111 ALL (»ENACT•ig dND R3NRORCEMNT OF ALL GON�OTt fOOT066 NDJ ALL FOCYLV09 SHALL®(TEND H40W FRO•TLINt V154f,'Dip TA. . tZ0• LOCAL BWLOMG CODC6 AND OF9MANCEO.-0 OBBbN6 MAY NOT OS HELD RWp..®1.s MAT BE.117W IMED BY I.-CONDITIONS AND ACCEPTABLO (4)VERIFY OTRIJGTURAL ELB4:NT6 Pon OtlKN 1 Slit r=�i'Y� FOR 6R8 CONOITION6 OR PL93 Tut" i 02 ORdWN36--IN*CONSTTtl)CtgN. PRACTICES CR CO.SM CTION.16091 OE816N ATM LOCAL SNO.1110L S LOCAL 104% q AND W=INa 00PPMA66. PC•T D4RABT40LH USA OS6M 'L r J a' ' e a . - - .4 'a _. a k:.:' • • ,. � a . + fit• � `� � . .. i •@ ..n1F: " t � ♦ t f • - y - - ° fir. , ASSESSOR'S MAP 273 PARCEL 122.1 • NOT ALL LEGEND � _ ARE UTILIZED. I f` ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 ° FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. �Oo WATER GATE VALVE I MIN. LOT FRONTAGE 125' I MIN. LOT WIDTH O CATCH BASIN MIN. FRONT SETBACK 30' x I MIN. SIDE SETBACK 15' [551 PROPOSED CONTOUR MIN. REAR SETBACK 15' ot 12 SIGN /� — — — N Aria 10,167E SF ZONING DISTRICT: PI - AHD THI / T r TEST HOLE / DECK p.2 Acres MIN• LOT SIZE 10;000 S.F. / MIN. LOT FRONTAGE 50' (20'. CUL DE SAC) \ CLEANOUT ��b MIN. LOT WIDTH 65'�. / / MIN. FRONT SETBACK , 15" \ ss EXISTING CONTOUR ^ry //, // 2p'8' MIN. SIDE SETBACK 10 PROPOSED / / MIN. REAR SETBACK 20 66.5 MAP 273 PCL 122-1 PROPOSED SPOT GRADE �7), / HOUSE s / / 1 SITE IS LOCATED WITHIN THE GROUNDWATER / T.O.FND. 67.0, �! ! PROTECTION OVERLAY DISTRICT APPROX. ,TREE LINE / + 50.12 EXIST. SPOT GRADE // / i FLOOD ZONE: X GARAGE / (FEMA FIRM PANEL#25001CO566J) 7/16/2014 �¢j LEACHING PIT 00� / Rr� 6'X14' EFF. DIA.. PITS REFERENCE: / PB 610 PG 93 S O�PQ��SEWER LINE ' 71)01 W WATER LINE G GAS LINE STUB INIV. E U.G. ELECTRIC 59.8< j{) / �66 PREPARED FOR: TEC U.G. TEL., ELEC. i & CAN " � �j � � �� . ANTIQUE STYE POST LIGHT �6 BAYBERRY B t6J�T MDU�T G G// OCATION : LOT 12 #6 SETTLERS LANE OFnfgS. � I'll�,ZH4F' : 1" = 20' DATE 5-8-2015 o DANIE DANIELAL c o�' yG N m 7. �+ � OJALA � � CIVIL OJALA � SHEET' 1 ®OF2 F� BENCHMARK: No.40980 WATER GATE o aP � �No.465020 �� ELEV.: 65.2 Ess\ O�sTE� off 508-362—880 541 F O O F fax 508 362-9880 RNA SURVE�� �SSIONAL ENG\ -.�- down cope engineering, inC. CIVIL ENGINEERS Scale:1"= 20' 'J� LAND SUR I/EYORS 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 & SEWER 40A +' 40B.DWG