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HomeMy WebLinkAbout0049 SCHOONER LANE LOT 4- ID J ---- a I Town of Barnstable ��"E rO�sti Regulatory Services Richard V.Scali,Director BAIMSTA3MASS. Building Division 1639.iDrFo May Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403.8 Fax: 508-790-6230 PERAHT#r� FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY 200 square feet or less llx,6' /P Location of shed(address) Village Property owner's name Telephone number J Size of Shed Map/Parcel# 0 tore Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is,required)— Sign off hours for Couservation18:00-9:30&3:30-4 1 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:040914 Lot O Area=10,002± S t. q. Or 0.23± Acres 19.8' �uNA CONCRETE E&U N DATI 0 N TOP FND.=67.9 19 4' N J SCHOONER LANE DCE #03-123 FOUNDATION L PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 49 SCI HONER LANE HYANNIS, MA SCALE 1 " = 20' DATE : 6-4-2014 REFERENCE ASSESSOKS MAP 273 PARCEL 204-005 PREPARED., FOR: LOT 10 PB 610 PG 95&96 ,s A E , Tl-LDING I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE y GROUND AS SHOWN HEREON. 505-362-4541 fox foz 508 362-9850 down cape engineering, inc. /y IZ�ILI CIVIL ENGINEERS ! �— LAND SURVEYORS 939 Moin Street — YARMOUTHPORT, MASS DATE REG. LAND SURVEYOR . From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to,the PIAAD an accesso_ry,structure that do" esn't-require aBUIL-D1NG PERMIT doesn't have to meet setbacks However 78.0 CMR in chapte�'1� na d chapter 36`apply'tostructures•lessthan'3'feet to the property,, Iine.There is no language of whether or not-the`re is a Building`Permitinvolved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the fine you want to get.We would prefer that these are located at least 5 feet to the line. ----Original Message— From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. r Town of Barnstable Building Department - 200 Main Street ,ARST"LE, * Hyannis MA 02601 MASS 9�b i639. . (508) 862-4038 RFD MA'S A Certificate of Occupancy Application Number: 201401622 CO Number: 20140126 Parcel ID: 273204005- CO Issue Date: 09/17/14 Location: 49 SCHOONER LANE Zoning Classification: RESIDENCE C-1 DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: MORIN, JACQUES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: WP-7 Building Department Signature Date Signed TOWN OF BARNSTABLE Buildin F 201401622it ' FARNSTABLE, * Issue Date: 03/27/14 Perm MASS. 9� i039• Applicant: MORIN,JACQUES N. Permit Number: B 20140649 'Argo s Proposed Use: DEVELOPABLE LAND Expiration Date: 09/24/14 Locatio"n'I 49 SCHOONER LANE Zoning District: RC-1 Permit,Type: NEW SINGLE FAMILY HOME Map Parcel 273204005 . . Permit Fee$ 867.00 Contractor MORIN,JACQUES N. Village �HYANNIS App Fee$'" 100.00 License Num ® 057770 Est Construction Cost$ -- „'Reniarks.r i [) APPROVED PLANS MUST BE RETAINED ON JOB AND CONSTRUCT A SINGLE FAMILY DWELLING 3 BEDROOM 1 CAR GARAQ7this CARD MUST BE KEPT POSTED UNTIL FINAL ATTACHED INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN,JACQUES N TR BUILDING SHALL NOT BE.OCCUPIED UNTIL A FINAL Address: 1597 FALMOUTH RD INSPECTION HAS BEEN MADE.. CENTERVILLE,MA 02632 ^ Application Entered by: PF ' �� Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY:ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARn.Y $ rtl�iIFA9Y.`.Y ENCROACHME ON PUBLIC PROPERTY,NO r SPECIFICALLY PERMITTED UNDERTHE BUILDING CODE,MUST BE APPROVED BXTTIEJURISDICTION. STREET FOR ALLEY`GRAD Af5'VrELC"A'S DEPTH AND LOCATION F PUBLIC SEWERS-MAY BE•'` OBTAINED.F.ROM THE DEPARTMENT OF PUBLIC WORKS'.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION �R.c Tal(y1ONS. MkIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: i.'FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING•INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). '> 6.INSULATION,/ 1 - 7.FINAL INSPECTION BEFORE OCCUPANCY. ,WHERE-APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHAL Lf NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. sYKn PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). � . BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1R)o I Ii } 9- 1k- 1 � oe 1 Heating Inspection Approvals x Engineering Dept 777 r 2, t.Y;mZ �',4 f�{ Board of Heal Fire Dept c r q Lot 10 N Area=10,002± Sq. Ft. Or 0.23± Acres 19.8' CONCRETE FOUNDATION TOP FND.=67.9 19 4' N J SCHOONER LANE DCE #03-123 FOUNDATION TION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 49 SCHOONER LANE HYANNIS, MA SCALE : "1" = 20' DATE : 6-4-2014 PR PA,R-U,f FOR: REFERENCE ASSESSOR'S MAP 273 PARCEL 204-005 `�� {µ0Fffq`p'�ag LOT 10 PB 610 PG 95&96 BA E' ' M ", " DING I HEREBY CERTIFY THAT THE STRUCTURE x,�la' A. �� SHOWN ON THIS PLAN IS LOCATED ON THE oljll;!.Al u GROUND AS SHOWN HEREON. : off 508-362-4541 ;}°�t.�0..��fir_ Q,./{ 1. fax 506 362-9880 - down cope engineering, inc. Cl VIL ENGINEERS ------------ ------------------ ---- LAND SURVEYORS 1 P Main Street — YARMOUThIPORT, MASS DATE REG. LAND SURVEYOR Lot 10 C� Area=10,002± Sq. Ft. Or 0.23± Acres 19.8' CONCRETE FOUNDATION TOP FND.=67.9 19.4' ` ' C:4 =" C0 r� -Z kt9 N v SCHOONER LANE DCE #03-123 FOUNDATION jlDLOrwm PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 49 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : 6-4-2014 PR��?AR .. FOR: REFERENCE : ASSESSOR'S MAP 273 PARCEL 204-005 ;�.a1JA OF 14,��? LOT 10 PTi 610 PG 95&96 BA E' � Ir ` '.DING I HEREBY CERTIFY THAT THE STRUCTURE ' SHOWN ON THIS PLAN IS LOCATED ON THE I(> OJI:L.x, u GROUND AS SHOWN HEREON. off 508-362-4541 fax 508 362-9880 down cape engineering, inc. C1 VlL ENGINEERS LAND SURVEYORS 9J9 Main Street — YARMOUTNPORT, MASS DATE REG. LAND SURVEYOR mWer TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3. Parcel CP-d Application# Health Division Date Issued z `� Conservation Division Application Fee Planning Dept. Permit Fee ,4�,�� 2 • Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address `I' ( Lo} t Village Out cjwc`"� +I l Owner S P�> Address Telephone Permit Request � � Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District 1 Flood Plain h Groundwater Overlay u Project Valuatio C` (9 p00Q Construction Type LDCXXi4,V Lot Size �`� Grandfathered: ❑Yes IXI o If yes, attach supporting documentation. Dwelling Type: Single Family U,- Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes �lo On Old King's Highway: ❑Yes 0-N Basement Type: ❑fu'll ❑ Crawl ❑Walkout ❑ Other c/ Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) fs a Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing,3 new Total Room Count (not including bathe): existing new First Floor Roi-e Count Heat Type and Fuel: VGas ❑Oil ❑ Electric ❑Other Mo Central Air: ❑Yes W& Fireplaces: Existing New Existing woo oal stove:'❑Y� I<o Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing 0wV,•ne size_ Attached garage: ❑existing �ew size _Shed: ❑JL existing ❑ new size — Other: A�`�1 3 Recorded d/ Commercial ❑Yes GYNo If yes, si4e plap Feview# %DO K 21 a,33 Current Use Va l ,4 e, Proposed Use S `- APPLICANT INFORMATION (BUI0c) LDER OR HOMEOWNER) Name Telephone Number SD Address License# O `1 a Home Improvement Contractor# :3 7° Worker's Compensation # �C�S l!nLa fv ALL CONSTRUCTION DEBRIS RESULTIN7 FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 1, FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION :,FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'r FINAL BUILDING f DATE CLOSED OUT ASSOCIATION PLAN NO. sa 1 Massachusetts-Department of Public Safety �J Board of Building Regulations and Standards Construction Supervisor 1 & 2 Family License: CSFA-057770 t JACQUES N MORN 1597 FALMOUTU Centerville MA Ex-pi-ration Commissioner 02/16/2016 � r Town' of Barnstaple Regulatory Services $JI Rvg $ Thomas F_Geiler,Director qj i6�g. .m Forma Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 1VWW.town.b2-rnstable.ma.us Office. 508-862-4039 Fax: 508-790-623c Property Owaier Must Complete and Sign This Section If Using A Builder subject.er of the subjproperty t . hereby authorize r to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of job) S' n e , er ate k-0 Print a c If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Mar, 21, 2014 11 :25AM DOWLING & O"VEIL INSURANCE No, 4820 P. 2/3 � R NOTICE OF ASSIGNMENT EMPLOYER., COMBO I.D. STATUS OF EMPLOYER 'BAYBERRY BUILDING COMPANY INC 00025654E Corporation 1597 FALMOUTH ROAD CENTERVILLE, MA 02632 COVERAGE GROUP 0266545 Coverage under this aselgnment The Waiver of Out Right to applies to Massachusetts Recover from Others Endorsement operations only. For coverage is available on Pool policies. outside of Massachusetts, contact Contact your agent for detaila. the appropriate Pool or Plan for that state. INSURANCE COMPANY: AGENT DOWLING & ONRIL XN80RANCE AGENCY AMERICAN ZURICH INSURANCE COMPANY OR LAURA BARON Jonathan acharnberg PRODUCER: 973 3:y;kNNOVGH ROAD P 0 BOX 3556 HYANNIS, MA 02601 OFaLANDO, FL FL 32803-3556 (800) 453--9943 AGENCYFMN:201743625 CLASSIFICATION OF OPERATION CLASS ESTIMATED RATE ESTIMATED CODE TOTAL ANNUAL PREMIUM REMUNERATION SAL1SPERSONS, COLLECTORS OR MESSENGERS-OUTSIDE.9742_ $52,000. 0.15 $78 CARPRNTRY-DWELLINGIS - THREE STORIES OR LESS 5651 $0 8.68 $0 CLERICAL OFFICE EMPLOYEES NOC 8810 $23,500 0.09 $21 CARPENTRY-DETACHED ONE OR TWO FAMILY DWELLINGS 5645 $35,000 0.68 $3,038 CARPENTRY NOC 9403 $0 9.61 $0 ROOFING NOC & YARD EMP, DRIVERS 5545 $0 30.99 10 EMPLOYERS LIABILITY 500/500/600 9807 $50 MOA FACTOR 9898 1.00 $0 STANDARD PREMIUM $3;187 EXPENSB CONSTANT 0900 $338 TERRORISM CFMGE 9740 $33 TOTAL POLICY MINIM M PREMIUM $550 TOTAL ESTIMATED PREMIUM $3,558 DIA ASSESS. 3.0 $107 -ry TOTAL EST. PREMIUM PLUS ASS986MENT $3,665 INSTALLMENT BASIS: Annual DEPOSIT PREMIUM:. $3,665 THIS IS NOT A BILL, COMMENTS Coverage effective 12.01 AM on 03/06/14, Subject to 02/02 Anniversary Rate Date. DATE OF NOTICE: 03/21/14 PREPARED BY: Paulette Hoffman BXT 514 The Workers' Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street•Boston,MA D2110 (017)439.9030 FAX(617)439.6055 www.wcrlbma.org Mar. 21. 2014 11 :25AM DOWLING & O'NEIL INSURANCE No, 4020 i', 1/3 DATE Mar-21 -2014 TIME 11:03:30 PAGES 2 .Iqlax TO Deborah COMPANY null FAX NUMBER 15087712116 NOTE Please see the attached confirmation that Workers Compensation Coverage is in place, effective 3/6/2014 to 3/6/2015 FROM Laura L. Baron, CIC COMPANY Dowling &ONGH VOIC9 NUMBER 508-957-4278 FAX NUMBER 508-957-4878 Mar. 21. 2014 11 :25AM DOWLING & O'NEIL INSURANCE No. 4820 P. 3I3 NQTIM OF ASSIGNMENT LIMER 10: * + VOLUNTARY DIRECT A89IM MBNT * } 4132090 The Workers'Compensation Rating and Inspection Bureau of Massachusetts 101 Arch Street- Boston,MA 02110 (617)439.9030 - FAX(617)439-6055-www:wcrlbma.org ASSESSOR'S MAP 273 PARCEL 204-005 NOT ALL SYMBOLS LEGENDUTILIZED. ARE UTILIZED. ZONING SUMMARY Q SEWER MANHOLE ZONING DISTRICT: RC-1 S11'59'02"W FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. 99 93' �ot �O WATER GATE VALVE MIN. LOT FRONTAGE MIN. LOT WIDTH - O CATCH BASIN MIN. FRONT SETBACK 30' MIN. SIDE 15' Area=10.002f Sq. Ft. __r 551— PROPOSED CONTOUR MIN. REAR SETBA CCK K 15' Or L J DECK 0.23t Acres a- SIGN ZONING DISTRICT: PI - AHD TMf MIN. LOT SIZE 10,000 S.F. 10 TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) MIN. LOT WIDTH 65' OD TOP FND 67.6 00OD 2a6' \0 CLEANouT MIN. DENSETBACKCK 10' CS o` PROPOSED d Clo` 66 ExlsnNc CONTOUR MIN. REAR SETBACK 20' A 00 HOUSE 61. 00 6 1 u t*7 © PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION OVERLAY & AP APPROX.TREE LINE DISTRICT a +50•72 EXIST. SPOT GRADE FLOOD ZONE: C BEI,CHMA K ATE SHUT OFF (FEMA FIRM PANEL# 250001 0005C) 9-19-85 Arc. r f y 65. '• PROPOSED LEACHING PIT 1-11*5 • REFERENCE: 6'XlV EFF. DW PITSSTUB INV. PB 610 PG 95&96 .� 60.44 —S g—SEWER LINE RESIDENTIAL SITE PLAN '4 V.I.F. _ W W— WATER LINE 123'16"E V V G_ GAS LINE PREPARED FOR: E E E E E E— —`E', E—U.G. ELECTRIC o \ ANTIQUE STYE POST LIGHT BAYBERRY BUDING —s s- LA dam-- IL /P LOCATION : LOT 10#49 SCHOONER LANE 66 /66 SCALE 1" = 20' DATE : 12-20-07 REV. 3-16-2014 SHEET 1 OF 2 lH CF Efts gay���yyG$y S9C_ NIELA. ANIEL �"�' DH 4G o p, m OR WS � 362-4641 A. OJr!-A �, fm� 382-96 UJ., CIVIL .�No.40_-80 Rid0.4Gc02 down cope engineering, inc. hi,- ,� C/✓/L ENGINEERS SCCI�II•-,1a• __;�u_��tt,,,;` �' LAND SURVEYORS i, DANIEL A. OJALA P.L.S. P.E. DATE 939 Main Street — YARMOUTHPORT, MASS. JO 0 — 0 10 20 30 40 50 FEET 03— 23 Affidavit of Substantial Financial Interest of Za 7- v , on oath depose and state as follows: AI ,,, Ile /sue 1. 1 am an applicant for a building permit for the property located at Map o�7�, Parcel CP - v), The address of the property is q S 2. 1 have Ad ,% legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within In the last twelve months frorn today's date, which is , the following individuals or entities have had a t% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: ame A dress 4. Within the last twelve months, from today's date, which is , I have had a 1°!o or greater•legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications.for property in which i have a 1% or greater legal or equitable interest. 6. Within the-last ten days, I have submitted building permit applications for property in which l have a 1% or greater legal or equitable interest: 7. Within this month, i have submitted building permit applications for property in which i have a 1% legal or equitable interest. B. Within.this month, I have received C) building permits for property in which I have a.1% legal or equitable interest. Signed under the pains and penalties o 'ury, this T Oay of , 20d l .�tJ 2001-00501affin -1asli 1 V1 1 Roma, Paul From: Perry, Tom Sent: Friday, March 23, 2007 11:20 AM To: 'Jacques Morin' Cc: Roma; Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. -----Original Message----- From: Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inca 'MIN.LOT AREA MIN.LOT MIN.LOT M MVIUM YARD MAXWJM SQ.FT. FRONTAGE IN WIDTH SETBACKS IN FT.(2) BLDG. F: IN FT. HEIGHT IN FT. . FRONT SIDE REAR 10,000 56;20*for a lot 65('). .15(3) 10i4� 20(4) 30* on the radius of a cul de sac Or.two and one-half(2-1/2)stories whichever is lesser. (1)The Planning Board may grant a waiver to the Lot Width requirement to individual lots located on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper alignment of the home to the street. (2)Accessory Structures that requires a building permit shall be required to conform to all setback requirements. (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of twenty(20)feet. (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area F) Parking: A minimum of two (2) on-site paridng spaces per dwelling unit shall be provided. A one car garage shall count as one parlang space. A two car garage shall count as two parking spaces. G) Phasing: The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year ofthe phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and.(6)(b)(i)- (iii) herein and allow for the allocation to.the applicant of the number of building permits proposed in the phasing plan or any different number that the Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than V4 of each year's allocation under Section 4.9 (5)(a) and (b) shall be allocated to the applicant. Every permit allocated to the applicant by the Planning Board shall be included as part of the yearly building.permit allocations under Section 4.9 (5)(a)-(b). There shall be no extension of a Building Permit granted under aphasing plan and any unused and/or expired permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H).:Visifability: The Planning Board may require that some or all of the dwelling units provide access for visitors'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least 20% of the dwelling units shall be Affordable Units, subject to the following conditions: i A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this condition. .The Deed Rider shall be structured to survive any and all foreclosures. ,)nr,A-i 14vai;,urnevelnnrev111804fmal TOWN OF BARNSTABLE Building Department - Foundation Permit Date 1 - - Permit # 7C, S/ Name �J- H Location �=F �' S c / v-� �� �� �- r�' fi /0 14 �l ekr-ItCd--- Insp. of Bldgs. PROJECT ,, 1 NAME: T(2ly1S In— ADDRESS: Sc Y-)C PERMIT# PERMIT DATE: 1 aLc, LARGE PLANS ARE FILED IN: BANKERS BOX 1� FILED ALPHABETICALY BY STREET INFORMATION SHEET FILED IN STREET FILE q/wpfiles/forms/archive/BANKERSBOX �. 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' a -1. att X P r" a a d, 44 H r � � � x g .p r aX ',7 f» y,y y�Yx Ys,'w. ,�S t r 4 .�3 ,n # ,-il p n, X j `. ,k kt "2 ,Mh -+S s� 5 r , r,.set `* '!k e' 11� Qll1S�f�1'G1Vf � d'� a ; � �* + '. k rt ?.d p3 r §p4"���d '.r.�M'tr �f�S'�`""'0 n5,�.�� ��,.'�* ��+"9 "' a5 � d��".� v f xlxyy>�'�i�ro�,�t _ ... .-' , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map 2 7 3 Parcel Z:o I/p- o O.' Application#, d O S Health Division Date Issued - 1 OQ) Conservation Division Application Fee 'C 66 Tax Collector Permit Fee & 7CIO � S� Treasurer C �-"-� ?S 60 Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address_ t{ ! Sc— P o ti p L d 14 Village h(XVW V/5 Owner V,�r9e Qv�S k19 f�) Address Telephone s $ " ? -7 2_Z- Permit Request b N 1 / L ;g d w Square feet: 1 st floor:existing proposed / 7 2nd floor:existing proposed S" ? Total new G 0 ,6 Zoning District P1 19/;/,p Flood Plain N Groundwater Overlay Project Valuation Construction Type W a®D <F A a k, Lot Size 2-3 Grandfathered: ❑Yes tJ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes XNo On Old King's Highway: ❑Yes e21Xo Basement Type: Xull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new 2 Half:existing new Number of Bedrooms: existing newer_ Total Room Count(not including baths):existing new_ First Floor Room Count z/ Heat Type and Fuel: �114as ❑Oil ❑ Electric ❑Other Central Air: Comes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Xlo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing new size 1 yX 27- Shed:❑existing ❑new size Other: 5'(4 t l 3 Recorded Commercial--❑-Yes- No_ K 7_ >2 3a _ ye- /3q Curront Use V a C 2 k Proposed Use / C1 c BUILDER INFORMATION c ' rco Name �/ ��^�^ y b. D, Telephone Number ® 7 2 Address / S��? � /4h o W 6 42 ?_ License# QD ^' Cek.4--e1, vtl w'� /L'I,,�¢ /� �� �Z Home Improvement Contractor# I Worker's Compensation#W CC &r-Ooq 116/ do o ALL CONSTRUCTI DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a v-e d / D A,d FIV/ SIGNATURE DATE FOR OFFICIAL USE ONLY ` APPLICATION# i DATE ISSUED NEAP/PARCEL NO. - ADDRESS VILLAGE OWNER DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL , PLUMBING: ROUGH FINAL t ' GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t s i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston,ALM 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): rr1,:c;t c_1t C . `J e Address: City/State/Zip: . ��p tti.tl`l ��� 4)6 Phone #: Areeyy u an employer? Check the appropriate box: Type of project(required): 1.LJ I am a employer with r� 4. ❑ I am a general contractor and 1 6., [j New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12,❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other *Any applicant that checks box#I must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. *Contractor that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am can employer that is prov'ling workers'compensation insurance for my employees. Below is the police and job site information. 1 -- Insurance Company Name: La's{ �� '+_ LA r Policy# or Self-ins. Lic. #: t✓ ���c� 1/ d/ 00 7 Expiration Date: Job Site Address: City/State/Zip: 6a60 i Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o the IA for insurance coverage verification. I do hereby certif nt er the pains and pen, 'teZ jury that the information provided above is trite and correct. Si nature: � � C� Date: 1 Phone#: Official use only. Do not write in this area, to be completed by city or town official. City or'Town: Permit/License# Issuing Authori'y (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: 08/27/2007 11:29 FAX 508 771 2116 Jacques Morin 3 OFFICE TRAILER 4005 t itims ' MY08l ExCBI 1:51 PM Permit Ntunba 1!/IECcheck Compliance Report Massachusetts Energy Code MF,Ccheck Software Version 3.2 Release la Checked By/Date TITLE:BAYBERRY BLDRS, CITY:Barnstable STATE:Massachusetts IiDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 PROJECT INFORMATION: r NA�FII`TC�RET III' COMPANY INFORMATION: MAP INS. CO COMPLIANCE:Passes Maximum UA=354 Your Home=281 20.6%Better Than Code Gross Glazing Area or Cavity Cont. or Door erimeterlt Value R-Value i J- ctor UA Ceiling 1:Flat Ceiling or Scissor Truss 990 30.0 0.0 35 Wall 1:Wood Frame, 16"ox. 1940 13.0 0.0 148 Window 1: Wood Frame,Double Pane 134 0.340 46 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1100 19.0 0.0 52 Furnace 1:Vorc:ed Hot Air,85 AFUE COMPLIANCE STATEMENT: 11c proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the Massachusens Eiiergy Code requirements in MECcheck Version 3.2 Release la. The heating load f is building,and the cooling load if.appropriate,has been determined using the applicable Standard Design bons found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%o design load as specified in Sections 780CMR 1310 and J4.4. Builder/Designer Date Flap 34 08/27/2007 11:29 FAX 508 771 2116 Jacques florin OFFICE TRAILER 10006 1:52 PM ,IWO Mv081 alcM .a MECcheck Inspection Checklist f Massachusetts Energy Code MECcheck Software Version 3.2 Release la DATE: 11/20/06 TITLE:BAYBERRY BLDRS, Bldg. i Dept. Use J I Ceilings: [ ] I 1, Ceiliag 1: Flat Ceiling or Scissor Truss,R-30.0 cavity iusulation i Comments' �. I i Above-Crude Walls: [ ] i 1. Wall 1:Wood Frame, 16"o.c,,R-Q.0 cavity insulation Comments: Windows: [ ] I 1. Window 1:Wood Frame,Double Pane,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break! [ ] Yes [ ]No Comments: I i Floors: ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ) ( 1. Furnace 1:Forced I--lot Air,85 AFUE or higher Make and Model Number I Air Leakage: ( ] I Joints,peneuations,and all other such openings in the building envelope that are sources of air leakage lust be sealed. [ ] I When installed in the building envelope,recessed Eghtiug fixtures shall meet one of the followit►g requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture I and ceiling cavity and scaled or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,wide no more than 2.0 cfm(0.944 L/s)air movement from the the conditioned space to the ceiling cavity. The lighting f"ixtw•e shall hive been tested at 75 PA or 1.571bs/ft2 pressure difference aitd shall be labeled. ( Vapor Retarder: [ ] i Required on the warm-in-winter side of all non-vented fian)ed ceilings,walls,and floors. I Materials Identification: j ] I Materials and.equipment must be identified so that compliance can be determined. ( J I Manufacturer manuals for all installed heating and cooling cquiptnent and service water heating i equipment must be provided. ] i insulation R-values,glazing U-values,and beating equipment efficiency must be clenrly marked on the building plans or specifications. I Pace 33 I i v014r1cuu1 ii:Za rAA sue 771 2116 Jacques Morin OFFICE TRAILER 0 007 t 111r(Oc MVOB I Ezeei 1:52 PM Duct Insulation: [ ] I Ducts shall be insulated per Table J4.4.7.1. Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch Duct tape is not permitted. [ ] I The HVAC system must provide a means for balancing air and water systems, I Temperature Controls: [ ) I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Keating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] I Ltsulate circulating hot water pipes to the levels in Table 1. Swimming_ Pools: [ ] All heated swuiiming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is fi-om non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ' ] HVAC piping conveying fluids above l20°F or chilled fluids below 5-5°F must be insulated to the ( levels in Table 2. Page 32 v0f61icvv1 11:ZV rA4 sue 771 2116 Jacques Morin OFFICE TRAILER Q 008 t�n>oe MVOs 1 Excel 1:52 PM Fable 1: Minimum Insulation Thickness for Ciretllating Mot Water pipes. I_nsulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature t El Uo to I" Up to 1.2 " 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: .Minimum,fnsulatlon Thickness for HVAC pipes. Fluid Temp. Insulation Thiclmess in Inches by Pipe Sizes Pipine-System Types Range F 2"Runouts I."and Less 1.2 "to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2,0 Low Temperature 120-200 0.5 1.0 1.0 1,5 Stcam Condensate(.foe feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Clulled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Page 31 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings S 100.00 Residential Addition S 50.00 Alterations/Renovations S 50.00 Building Permit Amendment S 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE /4/I/i square feet x$96/sq.foot=_�S�/ /7(� x .0041= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= PIUS Uom veivw Iku applicable) GARAGES(attached&detached) square feet x$32/sq. ft. _ $ x .0041= y0 yG' ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x S30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving S150.00 (plus above if applicable) Projcost Permit Fee Rev:063004 s �h J e 'C?a�no,za:Lueal� a `�za.;tcc/zuaet� BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 057770 Birthdate: 02/16/1958 Expires: 02/.16/2008 Tr.no: 18658 Restricted: .l.G_ JACQUES N MORIN 1597 FALMOUTH RD#4 . CENTERVILLE, MA 02W Commissioner Client#: 15089 2BAYBERRYBU CORD; CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYYI 06/01/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling 8r O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 Iyanough Rd., PO Box 1990 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis, MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED -_ INSURER A: Associated Employers Insurance Compa Bayberry Building Co.,Inc. INSURER B: and Jacques N. Morin 1597 Falmouth Road,Suite 4 INSURER C: INSURER D: Centerville, MA 02632 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD/YY) DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY - DAMAGE TO RENTED PREMISES E occurrence) $ CLAIMS MADE ❑OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT At`1�UTO CO (Ea accident) $ L ALr-+DWNEDAUTOS ((���� BODILY INJURY $ SG EDULE2 1TOS (Per person) Hlt3ED AUTC%- - <v BODILY INJURY $ NO(,SOWNED AUTOS (Per accident) _ U7 1 —� PROPERTY DAMAGE $ (Per accident) GARAGE'LIABIL� - S AUTO ONLY-EA ACCIDENT $ ALY AUTO r" i o ! OTHER THAN EA ACC $ N ! AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ . A WORKERS COMPENSATION AND WCC5004911012007 02/02/07 02/02/08 X WC STATTI orH- - EMPLOYERS'LIABILITY - `. I TER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $500,000 OFFICER/MEMBER EXCLUDED? NO -If yes,describe under E.L.DISEASE-EA EMPLOYEE $500,000 SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT s500,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Insurance coverage is limited to the terms,conditions, exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the r coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATI( Town Of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10_ DAYS WRITTED Building Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL ZOO Main Street IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Hyannis,MA 02601 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE C. ACORD 25(2001/08)1 of 2 #47850 LS1 © ACORD CORPORATION 1' � � - t . � fi � +� 9 i TOWN OF BARNSTABLE :.�-Bdd[n g Application Ref: 200708185 BARNSTABLE, Issue Date: 01/24/08 Permit 9 MASS. �ArFO 3�A�� Applicant: Permit Number: B 20080163 Proposed Use: DEVELOPABLE LAND Expiration Date: 07/23/08 Location 49 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 273204005 Permit Fee$ 672.53 Contractor MORIN,JACQUES.N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 164,032 Remarks APPROVED ANS MUS BE AINED ON JOB AND CONSTRUICT A 3 BEDROOM SINGLE FAMILY DWELLING-NANTU KF�IIS CARD T OS`� ED UNTIL FINAL II INSP IO S BELa+N E. WHERE A CERT CA E OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS B G S LL�:OT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST IN SP MiTIO� AS BEEN MADE. 300 BEARSES HYANNISNNIS, MA 02601 Application Entered by: PR B ing ' rmit Iss d By: � THIS PERMITCONVEYS NO RIGHT TO OCCUPY ANY ST ET,A OR\IDEWAL' OR A PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPE, ICALLY RMUNDE%T,,BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LO TION v,P UEWERS AY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF,THIS PERMIT DOES NOT RELE .TH PPLICA FIROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS RE .UIRED FOR LL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOT 1 GS. 2.ALL FIREPLACES MUST`B INSPECTED AT E THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PL ING INSP,CTIONS0 BE MPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVE` G STRU,TURAL M�MBER (READY TO LATH). 5. INSULATION. t 6.FINAL INSPECTIO BEFORE OCCUPPAAN WHERE APPLICABLE, EPA�, TETI�L THE�INSPECTO HRERE �A3 APPROVED THE VARIOUSOR ELECTRICAL, SITAGES OF CONSTRUCTION.G AND MECHANICAL TALLATIONS. WORK SHALL NOT PRO EED PERMIT WILL BECO, E ULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS S D AS NOTED ABOVE. PERSONS CONTRACTING WIT, EGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ° 0 z yak SO BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health i i 1 24410� AK 44;:y. iF , Ili$ + t , I � , - SM E ETECTORS REVIEWED - _ BARNS ABLE BUILDING DEPT. DATE j i I FIRE DEPARTMENT DATE - , _;: Ij BOTH SIGNATURES ARE REQUIRED FOR PERMITTING i /C:+57h•ct>T>51-Its�SlE�i �----.-^->,^' � .�_` ., 1 I: Nx1k4 C�4?!EIS _ CAR BON MONOXIDE ALARMS =- - -- -_ MUST BE INSTALLED PER MAS ACHUSETTS BUILDING CODE T I ---------- Nil T_ } i 244Ev'C =. i i I t — ' :.._ { p onF-::� cs1sV m529 �v tyzl az 11 IiJ'�'KE .7 APPROVED BY: - � ...... - .- DRAWN BY ' DATE: ,REVISED DRAWING NUMBER- - ' I J i7 243IU��':... ',3 I t_..W ... ._---- .____ •: -—�V�:i�. �L�lt/\.1_1�3.`�.f.._..._._� .,_,:___ _ 1Jiihi`C�Ga� SCALE'-I./.4 APPROVED BV � � ' . I-CO��----- DRAWN BY � - DATE: • • i i. /2�:5 LhTN c{::ON 2 -_lQ'.f:/tt7E?ZS--=-•— �" `���•5=s--'--2x10:(CstcMEFZ:,4'!��,E.RS:.,': y _.. 1.Z:_._ �l IL. 1 2 • �k� Svr�{T,\V/._":.Vt.l+�'r--- _-.....__ 1 f� r B.t�i:.�.i��� _.__ _...... ,v``// I �,I N All !'� tti"::fit,? Lcit_urxtj•..:__. .::.. f� PIx.B. �sTs _:._.. !1 • �f_47-rt�soA r�cxa� tsr; 1 ' y"Y -mot s.: .:. __-_-:. __... `. , -Ol�wnta..:P.Ytl56i•'IGi' -- • q 2 � • i I I M iiEo r: -I< ? I I { i Ali i. I 1 n 1 ', t —i l {2_Inu OXd i : _ I 1 at: i 1 IN 1 i*r LJ - 4 + scALE., +/ APPROVED BY: .'.. ..f OF , I/, I. A .. • - ._4,_t Q._�_-. :DRAWNBV 3.SJ 3 O 3'.p _..._ REVISED . I. DATE:.' _ ................ .._._. .... DRAWING NUMBER i 1 " J i �t I I , I i ' 411 1 1 . � = j 3, ,i ,I t � I ! L!!•• I, � '•t a i. �� II it It ! } !! 1, 1 t j, i1� �I � 2•.4 6._6... .z n�„ 2 4"I .j. 10..(U". _ II I 3 If iE Ili ii ;," i' i, � t ''� � ti Ii �' '.!- , !! � ti' a Ik P4 1. It o I 1 �FJ. :t3 top,. Mae) lit i5 1 . I �1 � � ' 1( I• 1� a �z I 'i ; +' I �1 , { tP f I! ti }, t I i • ; a i : --5vsr�-�'—ca.. __ � i � !� ji �� �f { I( �I 1 It ��I 1� , II � �i ! ' jy �, �� i E �� �� h�. i i4 t I� L VIA Aj lot_. - ..t i �I i :f'4...A�C I ILE ?R7til\ji�JC;' APPROVED BY: DRAWN BV DRA/W GNU/MBER ' - � � - � - _.. .;2,�IZ tit .._ _ ._-_-_--. .... ._.._ .-. .� •. —— Y � S l6D 4,' --- P�El2Ut>th nREsSiN4 i t I13A'1'•W �r _ ....a.,.... r. �._,_... �,s I 0')Zn.ICY..S 1 m_ - - i s t 1 0i ffni i i i I I O} N , �'�Zxt6 5 L.—. 3 i M � Vi : t r / f {' _n I _. APPROVED BY: ._.._I=�11t J.i� CY -.-...1-��. t....._. :. .. DATE:... ..._,..__... .: ". �� '. '- _ .vneor�-.t�'rir:,.e.r��.:UUi�t,�.:-.5'[�13. ...:..".-- - ---:_. ......__: '._ -......_ - •. DRAWING NUMBER r i � 1 � _ • j I qq ! l is I ? d i' If• + '• � I � i ��i II 1 � ! � � � 1 E i r ii � i� it � � { ! � II� I �1 fl � � it i 11III I; ! + � { �� 11 � + II ' ;( r ' �i � s + ► : f� (� :( I � (� I II f li III;, fij � I t � �� Ii i I � + � I r f• fi I -,I�_ I�I�1 {. _�,_.. fI �, �1 f �I itll} it it { jl ry l� I I II i I i' i I I BE __ —Alt,� j i f I j i { j ..__..... _.._ _.._I ?._. ._.._ _._._ - I... _+. - �..-I; ._ _._I '- .._ ___ '._-{ _- '1. ^_I __,. r._'' .-.r�- I,• �-._.,}_... +_ i__ `? _,..� ,..'.�_... __t- — - '. f- .. _ l: _. _-._.�.._:'__.-i.-_.. �:�- -•..•. ._- { { _C,Ts�t I � I. i �' j �:� tj.., i I I 1 i .•i� I ! �. � + { i} ,i; ' I � I ,I 13 F I�-� ,�I (� 1 tI 1� •� ( �. 1 I it ( j I � I� 1{; . SSS li_ I I _.--- Tir`__ Lc�c�l . t�,�2i"Ztl�. _: ,SC c_�J�lfa 1-1X�R riZ1v�t,�.r r o>3c.isr's;�Gra«��i��!�Ls.�lir�`��ns;r .. ' PPROVED BY:. '. SCAL£-) w A -I:.L,•.....,-. DRAW f N BY . DATE: �l • ASSESSOR'S MAP 273 PARCEL 204-005 NOT ALL LEGEND ARE UTILIZED.SYMBOLS ZONING SUMMARY O SEWER MANHOLE ZONING DISTRICT: RC-1 S11°59'02"N/ FIRE HYDRANT MIN. LOT SIZE 43,560 S.F. 99 93' MIN. LOT FRONTAGE 125' �So WATER GATE VALVE MIN. LOT WIDTH — CATCH BASIN MIN. FRONT SETBACK 30' O MIN. SIDE SETBACK 15' w Lot 10 �55 — PROPOSED CONTOUR MIN. REAR SETBACK 15' let Area=1 ,002± Sq. Ft SIGN ZONING DISTRICT: PI - AHD Or TH1 MIN. LOT SIZE 10,000 S.F. 0.23 Acres � TEST HOLE MIN. LOT FRONTAGE 50' (20' CUL DE SAC) ' MIN. LOT WIDTH 65' DECK CLEANOUT MIN. FRONT SETBACK 15' . MIN. SIDE SETBACK 10 0 / o00 TOP FND 67. 6 0 0! 66 EXISTING COlvrouR MIN. REAR SETBACK 20' PROPOSED Ld oci ? HOUSE Q c� FT-1 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE H SE OU t t 2 < GROUNDWATER PROTECTION OVERLAY & AP NonQ APPROX. TREE LINE DISTRICT 26.2' CD + 50.12 EXIST. SPOT GRADE FLOOD ZONE: C 67.1 _ (FEMA FIRM PANEL# 250001 0005C) 9-19-85 61 .7 • `' PROPOSED LEACHING PIT REFERENCE: 6'X14' EFF. DIA. PITS PB 610 PG 95&96 S SEWER LINE RESIDENTIAL SITE PLAN N12°43'16"E 66� w WATER LINE 99.94 �` GAS LINE " V PREPARED FOR: E E E U.G. ELECTRIC ANTIQUE STYE POST LIGHT BAYBERRY BUILDING 6� LOCATION : LOT 10 #49 SCHOONER LANE 7ro Me- N OF MASs9c CALE . 1 ' — 20' DATE 12-20— 07 o WAN[ - :., f`M OJA �-' rtfZt(o'7 SHEET 1 OF 2 A S� Of h1 3S 80 o DA ESS� � � GU' off 508-362-4541 ! P fax 508 362-9880 D SU N ONAL �0 80� 46dO wrn Cape en gin eerie g, inc. M � V6 lyNOSUR S �!s �� �. Cl VIL ENGINEERS Scale: = ZO A �z � LAND SURVEYORS DANIEL A. OJALA P.L.S. P.E. ATE 939 Moin Street - YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET JOB # 03-123 03-123 PROF.DWG DAO ti GENERAL NOTES: 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS THREADED CAP PLASTIC COVER APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TO GRADE TO LAWN/MULCH CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE IN MULCHGRADE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE AT 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS w 9 AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD z J W SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. > ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, 6" TO 4" REDUCER o 0 BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. z 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK 6" SDR35 ELBOW 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB AT LOT LINE (TYP.) 9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6" STUBS AT 2% TO SEE TRENCH4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS DETAIL FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL(24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEE CLEANOUT DETAIL 1 1. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. SEWER SERVICE LINES 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. RESIDENTIAL SITE PLAN 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LAO910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. ���ZHOFIUgss9 �ZH FMg SgCy LOCATION LOT 10 #49 SCHOONER LANE POURED CONCRETE DONUT o� DA E 1.5 CU.FT.f �� a OJALA DATE : 12-20-07 cn SHEET 2 OF 2 4.0"bSCH40 PVC cQi � �� �' S/OAQV off 508-362-4541 v v CD fax 508 362-9880 0 No.46502 4"PVC AT 2% MIN. SERVICES lyh0 SURVE F&G/ E� ��� down cape engineering, in c• CLEANOUT DETAIL s z-�'L%l7 Cl NSURVEYOR LAND SURVEYORS H-20 FOR USE IN PAVED AREAS UTILIZE PLASTIC COVER IN LAWN AREAS DANIEL A. OJALA P.L.S. P.E. D TE 939 Moir? Street — YARMOUTHPORT, MASS. 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I a ................................................... ..............._........................... .................. .APPROVED. e•. �e ? ...... ..........ilV.-... ............. _...... rn .. ......6�..... ......... ..... .I. ... .. ..................... ..... .. - ➢ 4"POURED CONC.SLAB .•�••"•„ 2X6 KEY-� '° •°D',,° °,p,o od.e Ad•e edro ep•e °p ' BASEMENT ° ANGLE 2X 12iR �' in • I X22". •• - ..".'_:'_':.'.' Q HEAD ROVE'.` • O GONC.FTC..' °p O.o •. -.. •, •.. ,. COHPACTED•GRANULAW- O TYP.4"THK ♦ �p W CONC.SLAB T TYP.30"X30"XI2„ m o W/FIBERMESH — LONG.FTC.W/3-1/2' Q, oR LATERAL 'RD. 0 Q E/QU .Q UPLIFT / - ANCHOR BOLT AND CONC.FILLED COL �/ : : 3°X3"XV4"PLATE WASHER p ........ ... .....l ....... 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I jiTYP.HANGS TYP.RIM TYP.2X6 PT SILL •2X8 PT TYP.RIM CUSTOM CAP ° CUSTOM TOP RAIL TYP.HANGERS r �m SIDING l7 a-2XIO'e m 16 O.G. = 2X2 BALUSTERS O CLEAR 4"MAX. -.I �--•2XI0'e m I6"O.G.-s Q SPACE BETWEEN � Q ICE 4 WATER BEHIND NAILER - g A 8 g ALUM W/FLASHING TOP OF NAILER Z NAILING STRIP L CUSTOM TOP RAIL - GIRDER BELOW TYP.BLOCKING m i6"O.C. 1X DECKING }2X8 PT BEAM 11 111 111 111 1� 111 Ilt Itl 11r1l al 111 111 111 111 111 111 11 111 ill ill 111 111 111 ill 111 111 111 111 111 111 111 THROUGH BOLT TO EACH POS 2X8'.m I&`O.C. WITH TWO 3/4"DIAM.BOLTS. J W ( 1X TRIM BRD. - - TRIPLE 2Xi0'e —a � fil •e�.° y TYP,JOIST HANGERS -- POST ANCHOR >< m 2X8 PT NAILER BOLTED' - - W-3/4"LAG BOLTS 24"O.C. •_ _ µ w 2XIO'e m 16"O.G.—► 0. a 2XI0'.m 16"O.C. •e Ob _ > •s °• a _ ---------------------------- CA 'rGIRDER BELOW .>� Ilmulwullf1nlwu ulnlnwallnutlnn •° 'e _ - TTP.w.NGERR 0. TYP, 10"DIAM.CONC.FILLED °d,e! ° I I Q Q Q TUBE 48"BELOW GRADE.. . (D .° - �( a 2XI0'.m 16 O.G.�• 2X8 PT -� n ca ➢ ° f m le,O.G. FLOOR FRAMING PLAN ° j 3-2X8`e PT - EXTERIOR DECK DETAILS i BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGESCALE BAYBERRY BUILDING CO. VINEYARD RANCH (15) o� � �/o O�✓-16-12 R. JIB •�oF� 1/4""I'o" `'� r✓�`g�gn`g WITH ONE CAR GARAGE w (U PIR2CNAeE OF DRAW WGR LEAVEb Pi1ROHAEER DISI"S81EfLE FOR GOHPLIANCE WITS ALL (L EXACT RIZE 4ND REMFORCEM OF ALL ITION TE ppD{INGB (4)ALL FOOTINGB 8M4LL DCiEIID BELOW FRO.TLWE VB31FY DEPTH. �BJ•4J'-95� rI LOCALE W— CODES A�0 ORDWANC 1 J8 DE81GN6 HAY NOT BE 1QNS R IVN..EdLE HILT EIE DETERHINED BT LOCAL.OIL CONDttION9 Al-ACGE(•T4BLE (4)VERIFY biRllCTt1RAL ELEMENT.FOR DESIGN.86E PA.EO ffiq 2 FOR SITE CONDYYbN9 OR FOR THE IlBE OF THERE OR,eWINGS pIRWG CON.TRLCTION. PRACTICER 01 CON9TR.CTION.VERIFY DE81GN WITS LOCAL ENGITE:E'ER. WRM LOCAL ENGINES 4ND 9111LOMG OFFICIALR. °E3TB4QK.T4BLE M4.OX.➢B RIDGE VENT - 2XI2 RIDGE2XI 1/2" RAFTERS o N O.C. ASPHALT ROOFING ASPHALT ROOFING 1/2"PLY.SHEATHING _ • 15-ASPHALT PAPER - I5-ASPHALT PAPER - 15-ASPHALT PAPER - - r7 TTP.Dae alxAcnw ASPHALT SHINGLES _ ___________ 1/2"SHEATHING ____________• 1/21,SHEATHING _ TYP.H2.5A TIES TYP,H2.5A TI£6 - DRIP EDGE DRIP EDGE 2XI0 a .J.e 6 O.C. - - _ _ - 5"GUTTER 5"GUTTER - - IX3 STRAPPING ® - S/8"F.C.WALLBOARD IXB FACIA IX8 FACIA 5/8"F.G.WALLBOARD' SOFFIT IX SOFFIT GARAGE - 2X6'B o 16"O.C, -m' RIDGE VENT 2-1/4"VENT 2-1/4"VENT - 1/2"PLY.SHEATHING - 2X12 RIDGE I-3/4"BID MLDG. - 1-3/4"BED MLDG, HOUSE WRAP OR EQUAL - - NOTCH FRIEZE NOTCH FRIEZE SIDING SIDING 2X10 RAFTERS®16"O.C. - TO RECEIVE SIDING, TO RECEIVE SIDING. 4"CONC.SLAB I/2"PLY.SHEATHING "- I5-ASPHALT PAPER ASPHALT SHINGLES - TYVEK OR EQUAL 1/2"SHEATHING 12 - CROSS SECTION (A) R38 INSUL s m (E:Ay LEAD FLASHING EAV SHINGLE STARTER IX3 STRAPPING ® N3. EAV'E DETAILS IX2 AZEK *I 1/2"WALLBOARD GUT 15° EAVE DE IT AILS COARSE .�," 2X6 P.T,SILL - SILL SEALER Q BEDROOM-3 IXB BRD. >, (p 2 WALLBOARD '°•• - OPTIONAL 2--5 ROD BEDROOM•2 X6'.a 16"O.C. TOP RING 2"CLEAR R21 INSULATION 5/8"X12"ANCHOR 3/4"T/G PLY. •-�•° � NAILED t GLUED. 1/2"PLY.SHEATHING - °Oe BOLTS_ TYVEK WRAP OR EQUAL SIDING ,e, •e .-0•. LR30 INSUL - 2XI0'B®1V O.C. �4'°•s e, 9 BASEMENT WATER TABLE DETAILS »I�L SILL DETAILS 4"CONC.SLAB ' RIDGE VENT CROSS SECTION (C) > 2X12 RIDGE DBL,2XIOB 2X8 RAFTERS m lb"O.C. P m I/2"PLY.SHEATHNG - m�8 °•° m p N r n r 15•ASPHALT PAPER ASPHALT SHINGLES '>t\ vl v 3 m m m m 2X10'e m 16"O.C.-+ D 2XI0 RAFTER S a 16"O.G. DBL 2XI0'e d:=��v m 0 D D p <� PLY.SHEATHING 5., ( I I 2Xi0.C.J.O I6 O.C. Q -- - 15-ASPHALT PAPER W •R38 INSUL. ASPHALT SHINGLES Ll �; .�• IX3 STRAPPING 2XI2 RIDGE 1/2"WALLBOARD o- v •3 2Xi2'e _ f rvI'l 2X12 RIDGE HANGERS W 90�TOP U ® 1/2"WALLBOARD IaFmER O cJ LIVING �_ __ _ _ 2X6'.B 16"O.C. DINING �� M1 O R21 INSULATION f - e N x 1/2"PLY.SHEATHING f * -� HOUSE WRAP OR EQUAL g eoTT�or•I 1 ®O 4� / W DORMER 2X10'e SIDING uaNGERs 1 N 0 -0 3/4"T/G PLY, EXTERIOR _ d •• 49 _ NAILED a GLUED. DECK R m _ ___ O. y INSUL. ROOF WINoow ROUGH N sf fi "i s 7l d a+ .. ® 3-1/2"CONC.FILLED FRAMING DETAILS . . 3-2X10'e GIRD g g,, 3 2X12'. Q .. LOLLY COLUMN. BASEMENT " .� __ __ __ __ ___ __ ___ ___ ___ ___ __ ___ ___ ___ ___ 4"CONC.SLAB - ROOF FRAMING PLAN ndX. B`O.C. CROSS SECTION (8) TYP.2X6'. - BUILDER JOB ADDRESS DESIGN •n� -p• p p� • p� ///,,O//f�%/ DATE REVISION DRAWN BY PAGE L SCALE }'''� BAYBERRY BUILDING CO, VINEYARD RANCH (15) wll w w l/o(�/ 1//L-1J/( Fes`/��+7U U�o l_ o 0 0 j'-16-12 M JB -�OF— 7 1/4"•1'-0" JIB f�es h:�rns ONE CAR GARAGE . (U'PURCNABE OF DRAWINGS LEAYE6 PIIRCHA6N618LE FOR COMPLIANCE WITH ALL fL EXACT BIM AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (9)ALL FOOTING6 6NALL EXTEND BELOW PRO6TLINE VERIFY DEPTH. LOCAL O'JILDMG a'M.. CODES AND ORDINANCE6,JB DE61GN8 YWT NOT BE HELD REbPON6(BLE MNBT 0E DETERMINED By LOCAL.OIL CONCRION6 AND dCCEPTABLE (41 VERIFY bTRUCT1121L ELEFIENIO FOR DEBWN.6� PA.DW(939 �S�4��� ZI FOR SITE COImRION9 OR FOR THE Il.E OF THESE DRgWWGS DIIRWG GOt14TRIlDT1pN. pRACiICEb CF GON6TRUCTION.VERIFY DE61GN WITH LOCAL ETIC WEER. 'WITH LOC4L ENGINEER AI.m BNLLDWG OFFIGIAL6. YE9T BAI@L9TdEiC2 Md.Odh:6B - EXTEND HEADER - _TO KING STUD - - I 1 ®9�❑® - I ' .NAIL TOP PLATE - �� °- ®� a❑ `I NAIL SCHEDULE TO HEADER WITH •.'.`r;'r`.': TWO ROWS OF 16d ®® I AT 3'OO.ad CON NAILS AT 3°O.G. - SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR SHEAR - WALL WALL 24'-0" WALL ALL WALL 24'-0„ WALL WALL 14'-0° WALL 2 5/8"ANCHOR BOLTS WITH I I —_—•, ff 3"X3"PLATE WASHERSLENGTH 24,rWALL ----- �rWL LENGTH•24 FULL HEIGHT SNEATHING-J3_ FULL HEIGHT SHEATHING-J'3IACTUAL SHEATHING- 54 SHEAR WALL 1 - ' ACTUAL - _ ed o_%1 I I /Min. ed--42_%I SHEAR RATIO. 1.15 RATIO.1,15 FRONT ELEVATION ,ALL 'WALL �:i:''.':': r'. _i•.'.,. . •, ° EDGE NAILING.-At'-O.C. I I EDGE NAILING: 6°O.C. a�• �-•FIELD NAILING• 0.G, — — — •FIELD NAIL[NG=J8_O.G. .. -—-—-— -I L------ — — — J ro•°Oro•°Oro•°Oro•°dro•°de ° O rWALL LENGTH=�—•—•, A GARAGE OPENING DETAILS iFULL HEIGHT 5HEATHING 31-4-I SHEAR WALL ACTUAL 5HEATHING--2 % (Min.Requlred-&3_%) j RATIO.1,15 LEFT ELEVATION EDGE NAILING•—" O.C. FIELD NAILING- 12"O.C. I u A� 1 11 .. .. .. ... .. .. .. .. . IOO .•SHEAR:. ''."•1UALL . Ff WALL LENGTH. 22' SHEAR WALL n�-0,� SHEAR WALL SHEAR'WALL FULL HEIGHT SHEATHING=JS-4"I - 64'-0" SHEAR WALL SHEAR WALL` ACTUAL SHEATHING=--Ak_% A I I WALL rWLL LENGTH._ _ ? - (Min.Requlred�_%) I SHEAR WALL - (FULL HEIGHT SHEATHING. SNEAK WALLRATIO.1.15 EDGENAILING=� � Ired _%) 5O.C. I RIGHT ELEVATION 1 ACTUAL BH£ATHING•�� - FIELD NAILING=_12_O.C. , RATIO. 1.1` j _ REAR ELEVATION I--------------J EDGE NAILING•—r.LO.C. FIELD NAILING• 1f"O.C. - �--------------- I , BUILDER JOB ADDRESS DESIGN - n n n°°p°°no ° n „ n�o ^�M1 -D/_TE REVISION DRAUIN BY PAGE SCALE J g 19yns BAYBERRY BUILDING CO, VINEYARD RANCH (IB) //�"//////� //////�//// )/ /{ [/J^\�( C�� Q/l v(lf/ 05-16-12 • JIB •�oF� v4"•I'o" ONE CAR GARAGE '- W (u PURCHd6E OF DRAWINGS LEAVES PURCHA6ER VB FOR RESP0 WMPLIANOE WITH ALL (])IXACT 512E 4ND REMFORGET1ENf OF AyL 00`ICREfE FOOTMGb (3)ALL i00TINGb bNALL EXTEI.m BELOW R206TLME VERIFY DEPTIL ' ' e f IOCAL BULOMG CADES Al-ORDMANOE6,,H DM6K M1 NOT BE NELD RE6PONSIBLE F T Be DETERMINED BY LOCAL SOIL OON MIT B 4NJ ACCEPTABLE (IJ VERM1Y biRUCTURAL EL 1M 6 FOR DESIGN•612E P.O.BOJ(1&4 •�r 8J+4 � ZI FOR 611E C9NDnbNS OR FOR THE USE OF THFJiE DRAWINGS DURING CONETRIGTON. PRACtICE9 OF fANSTRUCTom VERIFY DESIGN WITH LOCAL ElKaMEER WRFi LOCAL ENGINEER AND 0111LDR1Ca OFFICIAL6. WEST 6ARM$TdBLE f/6 O)L49 AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE 911ND MASSAGNUSETTS GHEGK.LIST FOR COMPLIANCE(l80 GMR 5301.2.1.1y L/%%%/\� O� J -'COMPLIANCEUUU (JJ/ 7Ur—TU/ E PD URA•—� ZONE , i.l SCOPE (((/// WIND SPEED(}SEC.GUST)____________________________..____________._.___________________._______„_.110 MPN �. WIND EXPOSURE CATEGORY.---____.-_•---•-•--------------------•..-_.._.-----_.__._......................E, L2 APPLICABILITY NUMBER OF STORIES(A ROOF WHICH EXCEEDS B IN 12 SLOPE SHALL BE CONSIDERED A STORY) NIJHBER OF . 2 STORIES<2 STORIES...]L - NUMBER OF 9N12 - JOINT DESCRIPTION r-OM"ION BOX NAILS NAIL SPACING ROOF PITCH.........................................(FIG"2) .____.__.'•••"'•-•.....__..__....._.-�<12:12�� - NdILB MEANROOF HEIGHT..................................(FIG 2) ..................................... Is FT<33'__.!4 BUILDING WIDTH,W...................................(FIG 3)...................................... 34 FL<80' ROOF FRAMING BUILDING LENGTH,L.................................(FIG 3).......................................QZ FT(SO' BLOCKING TO RAFTERS ROE-NAILED) 2-8d 2-IOd EdCM END BUILDING ASPECT RATIO(L/W)........................(FIG 4)..................................... LM <3A RIM BOARD TO RAFTER(END-NALLED) 2-ibd }Ibd EACH END - NOMINAL HEIGHT OF TALLEST OPENING?................'FIG 4).........._....._._._................-Cz9"<6 B'_I/ - WALL FRAMING 1,3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS(FACE-NAILED) 4-16a 5-16d AT JD1NTe - GENERAL COMPLIANCE WITH FRAMING CONNECTIONS.... RABLE L....... .......................................- ". ,- STUD TO STUD(FACE-NAILED) b16d 1_Ibd 24"O.C. 2.1 FOUNDATION TYP.FIELD NAIL SPACING .. HEADER TO HEADER(FACENAILED) 16d 16d 16 O.C.ALONG EDGES FOUNDATION WALLS MEETING REQUIREMENTS OF 180 CMR 5404.1 - - ad COMMON•6"O.C. FLOOR FRAMING CONCRETE._._....................................................... •• JOIST TO SILL,TOP PLATE OR GIRDER ROE-NAILED) 4-Bd 4-I0d PER JOIST CONCRETE MA50NRY........................................................_............... N/A - TYP.l/16"WOOD •w.' :.- BLOCKING TO SILLJOIS ROE-N41LED) 2-Bd 2-IOd EACH.END - - _..•......_. STRUCTURAL PANEL ••'i BLOCKING TO SILL OR TOP PLATE(TOE•NALLED) }I6d 4-16d EACH BLOCK 2.2 ANCHORAGE TO FOUNDATION' :�";! LEDGER STRIP TO BEAM OR GIRDER(FACE-NAILED) 3.16d 4-16d EACH JOIST i`, I JOIST ON LEDGER TO BEAM RO•N41 T - ..° JO ED LED) }66d }Wd PER JOIST 5/8"ANCHOR BOLTS IMBEDDED OR S/8 PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ON •, •+� qN JOIST T JOIST[END-NAI�[� B D O L ) ) 4- I T BOLT SPACINGCaENER4L.........................(TABLE 41.....................____.._.__._ JL IN. I 3-I6d PER JOIST ii"u \\ ISLAND JDibt TO SILL OR TOP PLATE(TOENdILED) 2• - BOLT SPACING FROM END/JOINT OF PLATE.........(FIG 5)..................................'6-12 IN.<6°-t2°...AL a• ROOF SHEATHING BOLT EMBEDMENT{ANCRETE.....................(FIG 5)........___.._......................�_R•L>l° . i may`/�- •, a. .. ,.,.•a BOLT EMBEDMENT_MASONRY.__...................(FIG 5)._..............._........._........_IN.)B" "� TYP.EDGE NAIL SPACING s••i'•,a. a -_—_ WOOD STRUCTURAL PANELS - PLATE WASHER...................................(FIG 5)....................._...._...........>3°X3°XI/4"�L i•• (Bd COMMON•6"O.C:) ••1•: RAFTERS OR TRUSSES SPACED UP TO 16"O.G. ed IOd 6'EDGE i 6"FIELD RAFTERS OR TRUSSES SPACED OVER lb"O.C. 4" E/4"FIELD 3.1 FLOORS •",,�� �� \ '•`' FTER C Sd rod EDG FJ.D ' GABLE ENDWALL RAKE OR RAKE TRUSS ad'- IOa 6"EDGE/.'FIELD FLOOR FRAMING HEMBER SPANS CHECKED............(PER 180 CMR 55.00).................................. RAFTER CONNECTIONS WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DMEN510N.................(FIG 6)......................................:.L FT<12' NON- H2.5 TIES ° GABLE ENOWALL RAKE OR RAKE TRUSS Sd 106 /6 FIELD P.HORIZONTAL DOUBLE 6"EDGE FULL HEIGHT WALL STUDS 4T FLOOR OPENINGS LESS 2'FROM EXTERIOR WALL(FIG 6)............................. N_iL LOADBEARING :+, ' ' W/STRUCTURAL OUTLOOKERS _ MAXIMUM FLOOR JOIST SETBACK$ STUD HEIGHT NAIL EDGE(STAGGERED NAIL UPLIFT • PATTERN 8d COMMON m 3°O.C. GABLE ENDWdLL RAKE OR RAKE TRUSS 8d IOd d'EDGE/4°FIELD SUPPORTING LOADBEARING WALLS OR 9HEARWALL.(FIG 1)________________________________„____FT(d � W/LOOKOUT BLOCKS i'•+ ` MAXIMUM CANTILEVERED FLOOR JOIST -. MAX.WALL _ •„- •• �1 OADBEARING SUPPORTING LOADBEARING WALLS OR SWEARWALL.(FIG e)......................................_FT<d.N/A_ HEGHT 20' ,,�, ,'• P.1/16"WOOD STRUCTURAL STUD HEIGHT CEILING SHEATHING FLOOR BRACING AT ENDWALL5.......................(FIG 9) ....................................... VERTICAL PANEL SHEATHING GYPSUM WALLBOARD Sd COOLERS - 1'EDGE J 10"FIELD FLOOR SHEATHING TYPE..............................(PER 1B0 CMR•55.003....._......................... _ �I MAX.WALL WALL SHEATHING i n :• . FLOOR SHEATHING THICKNESS.........................(PER 180GMR 55.00).... .Ti_ 3/41N. •� •' • '• EIG ............... - _ H HT b' FLOOR SHEATHING FASTENING........................(TABLE 2)8 N41L6 4T�N EDGE/ " '•'". P.YERTIGAL EDGE NAIL WOOD STRUCTURAL PANELS 12„ IN FIELD _ SPACING(Bd COMMON STUDS AND SPADED UP TO ZR O.C. 06 IOd 6"EDGE/R•FIELD 4.1 WALLS - - - _O.C.) - 1/2°AND 25/32°FIBERBOdRD PANELS Bd - 3"EDGE/6°FIELD WALL HEIGHT •• •;ii a•-',•,•• GYPSUM WALLBOARD Sd COOLERS - l°EDGE/10"FIELD LOADBEARING WALLS.............................(FIG 10 AND TABLE 5).........._._..._.__...J�FT(10' +' .' '•a•• 7Yp�,IFIFI n NAIL SPACING FLOOR SHEATHING NON-LOADBEARING WALLS........................(FIG 10 AND TABLE 5)........................$.AFT<20;T •:' •: ••:.• Bd GAMMON e—O.G. _ WOOD STRUCTURAL PANELS WALL STUD SPACING---------------------------------(FKF A AND TABLE 5).... ..............._I6_IN<24'O.C.�L a• •;a. - ,. .. r OR LE6b Bd IOd 6'EDGE/R'FIELD WALL STORY OFFSETS...............................(FIG l(8)................................-.._FT<d N/A > • : • .' GREATER THAN 1• IOd IOd 6"EDGE/6'FIELD 4.2 EXTERIOR WALLS' ...... —__. WALL STUDS •:_.' LOADBEARING WALLS_____________________________RABLE 5).........._....___....___._.2X,&--�FT_�M `� GENERAL NAILING SCHEDULE LATERAL •i NON-LOADBEARING WALLS.........................(TABLE 5)............................2X,rp -9-FT-m-M . GABLE END WALL BRACING' °• a r ° e FULL HEIGHT ENDEI4LL STUDS......................(FIG 10).............................................. �� a.°D'e k.e4'e ••• D•e .e0•e WSPATTIC FLOOR LENGTH.........................(FIG•11)...................................._FT>W13 N/A a ,. GYPSUM CEILING LENGTH(IF W5P NOT USED)........(FIG IU..................................._FT>0.9W N/A .' a ..�e l' n •e .' ° • e ° • 1 s s AND 2X4 CONTINUOUS LATERAL BRACE.6 FT.O.C.(FIG IU............................................... N/A e ° •° OR IX3 CEILING FURRING STRIPS m 16"SPACING MIN,WITH 2X4 BLOCKING m 4 FT.SPACING IN END------------ -- B•e di. SHEAR �'.°D•e•.e0•e JOIST OR TRUSS B4Y6............................. e °' ' e <•> <S> e '•' e _ DOUBLE TOP PLATE DOUBLE TOP PLATE ° °• 24"O.C.MAX. e e B e 24°O.C.MAX. SPLICE LENGTH ................................(FIG 13 AND TABLE 60........................... A FT I/ 0° STUD 9Pd d ro d ro• d•e•. ..a, ,. STUD SPACING° SPLICE CONNECTION MO.OF 16d COMMON NAILS) (TABLE 6)_____________ S -At= - ° _ • ° ° • ° _ - LOADBEARING WALL CONNECTIONS ---- -•--••••��---�•---••— °.•° °.•° °,• L! •,• e a •e •eA. LATERAL(NO.OF I&D COMMON NAILS)............RABLE 1)........................................ 9 : A °.' a '. a 11. a•' '°.'•a 'a•' a '•' . NOW_ LOADBEARING WALL CONNECTIONS - • e . • a a! m a . ..° • LATERAL(NO.OF 76d COMMON NAILS)............(TABLE B)....................................... 2 � ° .°D•e.°d'e 'e .°d•e d+ DOUBLE HEADER LOAD BEARING WALL OPENINGS(RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) - HEADER SPANS.................................(TABLE 9)..............................d-_FT_0 tM<11' V •. SILL PLATE SPANS...............................RABLE 9l._______________--____._----.AFT eD N.<il' / FULL HEIGHT STUDS(NO.of STUDS)...............(TABLE 9)....................................... A I/ IMAXIMUM WALL STUD HEIGHT ', STUD SPACING FULL NON-LOAD BEARING WALL OPENINGS!RECORD LARGES(TO�PEE 9G BUT CHECK ALL OPENINGS FOR FCOMPLIANCE i0 TABLE ) RAFTER CONNECTION AND WALL SHEATHING EIGHT. HEADER SPANS................................. V STUD SILL PLATE SPANS..............................(TABLE 9)............................._5_FT A IN.<12' V y OUBLE JACK STUD FULL HEIGHT STUDS(NO.OF 5TUD5J...............RABLE 9J....................................... 3 �� 1 REQUIREMENTS AT EACH END OF HEADER EXTERIOR WALL SHEATHING TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY` JI MINIMUM AMBER OF HEADER SPAN HEADER UPLIFT LATERAL WINDOW SILL PLATE MINIMUM BUILDING OF TABLES(W/ fl1LLH BHT NOMINAL HEIGHT OF TALLEST OPENING?.._.._._.._... 6- (FT•) SIZE (LB,) (LB.) SHEATHING ttPE................................MOTE 4J.........................................J/2— �. - EDGE NAIL SPACING.............................(TABLE 10 OR NOTE 4 IF LESS)...................—M. { - 2' 2-2X4 I 2-m 132 -. _.. .... ..... .._.. ..._ --- --.------. FIELD NAIL SPACING.............................(TABLE 10) ....................................�M. SEE PAGE 4 OF 5 2 3' 2-2X4 2 4* Iw - , SHEAR CONNECTION(NO.OF 16d COMMON NAILS) RABLE TO)......................................— - 4' 2-2X4 2 554 264 PERCENT FULL44MGWT SHEATHING_________________R46LE 10).__._...__.._.____.._____.._.________% 5%ADDITIONAL 514EATHING FOR WALL WITH OPENING)6'8"(DESIGN CONCEPTSI......................... �v 5' 2-2X4 3 693 330 MAXIMUM BUILDING DIMENSION,(L J ---------------•------•-•.�T. °..__. ...6'-8"<6,B" J Gm' 2-2X6 3 631 356 i-...0;......._.... :X•' . NOMINAL HEIGHT OF TALLEST OPENING ............................................... •••-.� ; SHEATHING TYPE...............................(NOTE 4).._................................__ .J/Z 2-2X9 3 910 462 EDGE NAIL SPACING.............................(TABLE It OR NOTE 4 IF LESS)...................._IN. 8 2-ZXI2 3 1,108 528 •° d•e dro .;Dro D•e d• .°dro .°d•e.•dn .°d'e .°d•� FIELD NAIL SPACING......_ ................(TABLE IU._........_..__.__.._............_....._IN. • a� a ,� ,•. ,•. , ° , , ------ SEE PAGE 4 OF 5 _ 9' 3-2XI0 3 1 4l 594 a e•:„° e, 4 : a SHEAR CONNECTION(NO,OF Ibd COMMON NAILS) (TABLE IU.......................................� ° •�° ° •�°•..•ed?�•° ° 4 m,. .i 10' 3-2XI2 4 1�85 660 'e D'e.40•e .•B•e .°D•e•.°B'• "A•. A, d•e PERCENT FULL-HEKaHt SHEATHING -TABLE IU................--....................�9 'TYP.ANCHOR BOLTS AND ° ° '•5%ADDITIONAL SHEATHING FOR WALL WITH OPENING>e'8"(DESIGN CONCEPTS)------------_____________ _-1L a ,a•• II' 4-2Xi0 4 1524 l26 s, ° e,• °,. m, e, ° 3°X3"XI/4"PLATE WASHER,t°WALL CLADDING ° RATEDFOR WIND SPEEDI...................................................._.......................... BA ROOFS NIA - - - •e d•e .°d•e .eD•e .°B•e d•e d•e D'e -A, d•e A... TABLE S, WALL OPENINGS — HEADERS .' . .• a .. ,. ,. ,. ,. e ° - ,( �• ROOF FRAMING MEMBER SPANS C4ECKFDI(FOR RAFTERS USE AWC$PAN TOOL,SEE BPRS WESSITE) - IN LOADS ARING WALLS .e .°d'e.°d'e ,°D•e.°D'e .°6, .°'a'. .°O'e•.°A,•.°d•e A. ROOF OVERHANG___..................._............(FIGURE 19)..............l-1/2 FTC SMALLER OF 2.OR L/3� G.+ I� ' TRUSS OR RAFTER CONNECTIONS AT LOADBEARING WALLS _ NOTES: - •°B'e .°de .°D•n.•�D•e .°D•e.°Oro .°D•e .°d'n.°D•e.4d• PROPRIETARY CONNECTORS . I. THIS C14EKLIST SHALL BE MET IN ITS ENTIRETY,.EXCLUDING THE SPECIFIC EXCEPTION NOTED IN 2,TO COMPLY WITH THE _ UPLIFT........................................(TABLE 12).....................................U._pLF N/A ° , e e , REQUIREMENTS OF l80 CMR REQUIRED Li ITEM 1.R IF THE CHECKLIST IS MET IN ITS ENTIRETY THEN THE FOLLOWING METAL STRAPS LATERAL_________________________„___.___,,, ....................................,L.�LF N/A AND HOLD DOWNS ARE NOT REAUIRID PER THE WFCM IIO MPH GUIDE:'- SHEAR.......................................(TABLE IV................................... .S•----PLF N/A 4:STEEL STRAPS PER FIGURE 5 - RIDGE STRAP CONNECTIONS,IF COLLAR TIES NOT USED PER(TABLE B}................................T._PLF NZA_ - g,20 GAGE STRAPS PER FIGURE 11 GABLE RAKE OUTLOOKER............................(FIGURE 20)..............1-1/2 FT<SMALLER OF 2'OR Ln 16 G:UPLIFT STRAPS PER FIGURE H - TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARNG WALLS PROPRIETARY CONNECTORS D:ALL STRAPS PER FIGURE Il - E CORNER STUD HOLD DOWNS PER FIGURE 18a AND FIGURE Wb UPLIFT........................................16.COMM.N NAILS) AI S........_.(TABLE 14).....................................U._L,B, N/A 2. EXCEPTION:OPENING HEIGHT OF UP TO 8 FT.SHALL BE PERMITTED WHEN 5%IS ADDED TO THE PERCENT rULL-HEIGHT SHEATHING STUDS AND HEADERS LATERAL NO.E.............................. ...COMMON N4.............(TABLE 14).MR 58.__._..___..._....____..___... ._)_ N/A REQUIREMENTS SHOWN IN TABLES 10 AND 11. - =ROOF SHEATHING TYPE..............................(PER lB0 CMR 58.00 AND 59.001...................... �L 3. THE BOTTOM BILL PLANE IN EXTERIOR WALLS SHALL BE A MINIMUM 2"K NOMINAL THICKNESS PRESSURE TREATED-2-GRAVE. - ROOF SHEATHING TNICKNESS............................•--,-••--„-•,-„-__,•-•---._......J[21N,>l/I6"WSP�L 4 A.FROM TABLE 10 AND II AND LOCATION OF WALL SHEATHING AND BUILDING ASPECT RATIO,DETERMINE PERCENT FULLHWEIGHT ROOF SHEATHING FASTENING.-,_,__,_,___________.......(TABLE 2)............................................. �L SHEATHING AND NAIL SPACING REQUIREMENTS. AROUND WALL OPENINGS BUILDER JOB ADDRESS DESIGN f DATE REVISION DRAWN BY PAGE SCALE BAYBERRY BUILDING CO. VINEYARD RANCH (IB) �� ���" �o05-16-12 N 1B •�oF v4"•I'o" �� ✓��/gn`g ONE CAR GARAGE W N PURLHg6E OF DRdWMGB LEAVES PJ ER RGHAB RE6pON81B E FOR LO P NCE WT qLL g Z EXACT SIZE A-REINFORCEYEN OF ALL CONLRE E FOOTINGfi 3J dLL FOO INGS SHALL EX END DELOW FRO-1VERIFY DEP N. 1- LOLdL BWLDING CODES qND ORDINANCES,JB DE8 WS MAY NOi BE HELD REbPO1461BLE MUST Be DETERMINED BY LOCAL BOIL CONDITIONS A�-:ACCEPTABLE (4)VERIFY BTRIILTiARA1 ELEMI NTS FOR DESIGN.SIZE P.O.SOX]d9 ��BJV 49„-95.34 ZI FOR SITE CONDTIONS OR POR THE U8E OR THESE D!l WI S DURING LONBTRULTION. PRACTICES OF CONSTRUCTION VERIFY'DWI—WITH LOCAL ITkeMEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ((EST SA4NBTABLE IS4 omM �s_ i