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0125 OAK STREET (CENT./W.BARN)
fi J 7 5.�A7� b• 'F� '� � SI t y , 3�n i .•l hf t i 0 r z� 4 • i 3 { � d a L r P� x.,,r. _.:. --_ .�-�w•b¢»lti si._�_._-��- -��. a.- ._ a - _"� "��sy�- .,m�' - � _ ..� "u"ov °� y L Town of Barnstable Building » anktvsrwal e 2 Post This Card So That it=is Visible From.the Street Approved PlanssMust be Re on Job and this Gartl'Must be'Kepta vy lbws; Posted=Until Final Ins ction:Has ;:��� � 039 "" a �a p Y� t Permit Where ayCertifcate gfzOccupancy,is Required,such Bui dingsha-II Not be Qccupied until a Final inspection has4been made Permit No. B-18-2492 Applicant Name: Russell Cazeault Approvals Date Issued: 08/03/2018 Current Use: Structure Permit Type: Building-Siding/Windows/Roof/Doors Expiration Date: 02/03/2019 Foundation: Location: 125 OAK STREET(CENT./W.BARN),CENTERVILLE Map/Lot: 173-015 Zoning District: RC Sheathing: Owner on Record: PERRY, REBECCA ) a: a k Contractor Name"-y,RUSSELL CAZEAULT Framing: 1 Address: PO BOX 1268 Contractor License �CS=108157 2 CENTERVILLE,MA 02632 Est Proj ct Cost: $5,425.00 Chimney: � � Description: Remove existing shingle roof on left porch,and on=left main house, Permit F : $35.00 front only, both sections. Install new asphalt roof-.' "" Insulation: 'AlFee Pai&', $35.00 Proect Review Re x Final: J 4 ,, Date 8/3/2018 z r Plumbing/Gas - Rough Plumbing: Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by,this permit is commenced within six months+after issuance. All work authorized by this permit shall conform to the approved application and the;approved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or,road.and shall be maintained open for public mspectio for the entire duration of the work until the completion of the same. , . K Electrical t Service: The Certificate of Occupancy will not be issued until all applicable signatures by the>Bwldmg and Fire'Offlicials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy el /�� Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. v' �°I?' Final: Work shall not proceed until the Inspector has approved the various stages of construction. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT ��„�,. ,, y � ��, \ � � � • V �y� � a - �# �� �.�'��` ram 1' 1 iy. � + � �� re.i � � Ywi * � - �+� � � . �� y SIN I i ANY � '�� �e !' • � �. 1:7�� ` � �"' 'ti., �, ��; � \ � � � v -• ,��� • � i � � � � � t �_ - �.� _ -�;,,, w �� � � .,. �, �. r:�. r - µ�# .- � � .�+� �� ,� - �y y.. �� �' _ ��. � � � f� I� N �r+- q t �w March 13, 2014 We are wr' mg this fetter because we are concerned neighbors of 125 Plum Street West Barnstable/Centerville. F This property is zoned as residential, code use 1010. However, the nursery/landscaping business Ms. Perry is running, she seems to be running out of this address. Not only does she have a green house, which we are sure was approved, but she has employees driving .in and out on a daily basis, not to mention delivery trucks. We don't believe she should be allowed to run her business out of a residentially zoned property. There have been many of us that have looked into running a business with employees coming and going on *the same road, and we were told that we were not zoned properly for this type of traffic. Although it would be nice since we wouldn't have to pay rent elsewhere. We find this truly unfair for us neighbors. We all hay.e'to pay rent to someone else and so should she. We are tired of vehicles coming and going, truck deliveries etc... ..Again, this is a residential area not commercial. Respectfully submitted, Concerned Neighbors p.s. we will keep an eye on this property to see if something is going . to be done about it. If not, we will personally appear beforecyou. ' w Gil v9' i "V t 3 W. Springfield, MA a Pittsfield, MA (413)781-2897 � ''y # � (888)881-4598 Quincy, MA t .'But NOWWorcester, MA (617)479-2619 (888)881-4598 Mattapoisett, MA sw='` Cape Cod&Islands (508)758-6633 (888)881-4598 Rhode Island �-��$. Hartford, CT (888)881-4598 BUTLER (888)881-4598 Building Commissioner or Board of Health or Inspector of Buildings Board of Selectmen Town of Barnstable Town of Barnstable 367 Main Street 367 Main Street Hyannis, MA 02601 - Hyannis, MA 02601 Attention: Records Attention: Records COMPANY: Certain Underwriters at Lloyds,--London c/o Vanguard Claims Administration, Inc. POLICY NUMBER: HO 14564 w , CLAIM NUMBER: DI00204 INSURED: Rebecca Perry LOSS LOCATION: 125 Oak Street, Centerville, MA DATE OF LOSS: 09/08/2016 _ 03 DESCRIPTION: Fire OUR FILE NUMBER: CCI16-6465 Gentlemen: Claim has been made involving loss, damage, or destruction of the above captioned property which may either exceed $1,000, or cause Massachusetts General Law, Chapter 143, Section 6, to be applicable. If any notice under Massachusetts General Law, Chapter 139, Section 313, is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, company claim number, date of loss, and claim or file number. Sincerely, Fred Camell -" Claims Adjuster P—617-479-2619 F—617-479-1740 butler.adj@the-spa.com On this date, I caused :copies of this notice to be sent to the persons named above at the address indicated above,by first class mail. Secretary October 3, 2016 PO Box 1557,Mattapoisett,MA 02739 Town of Barnstable l �1ME�qr, Regulatory Services 3�d l� Thomas F.Geiler,Director Building Division F�NI►`�$ Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# FEE: $ SHED REGISTRATION 200 square feet or less zS o0-4 -z Location of shed(address) Village .cfZE)- I1lGb Property owner's name Telephone number xl(D I �; Size of Shed Map/Parcel# Signature Date • :� 1 ,y Hyannis Main Street Waterfront Historic District? Go , Old King's Highway Historic District Commission jurisdiction? If over 120 square feet,you must file with Old King's Highway !aJ Conservation Commission(signature is required) C Sign off hours for Conservation 8:00-9:30&3:30-4:30 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:05201 �F'IKE ro Town of Barnstable • BaxntsTeat.E, Department of Health,Safety,and Environmental Services 9� 39 Conservation Division A 200 Main Street,Hyannis MA 02601 Office: 508-862-4093 Robert W.Gatewood FAX: 508-778-2412 Conservation Administrator MINOR ACTIVITY REGISTRATION Property Owner Telephone number IV -TQ >2-6c6 a V-L L-4e M�4 c7Z6`3 Z Mailing address 12 e q ,3 tS Project location Map/Parcel# �xi� Slued Project description The following minor activities will be reviewed,under Art.27,by Conservation staff instead of the Conservation Commission,as long as they are constructed at least 60' from a wetland resource area or top of a coastal bank. * Pathways 4' in width * Fencing that does not create a barrier to wildlife movement,6"above grade * Conversion of lawns to decks,sheds,or patios that are accessory to single family homes, as long as: -house existed prior to August 7,1996 -alteration within the buffer zone is less then 250 sq.feet. -sedimentation and erosion controls are used during construction * Stonewalls (this does not include stonewalls for retaining wall purposes,grading and/or fill) Signature Date l Reviewed by/ Date _GIS Plan Attached(fee charged for plan) QIWPFiles/Form/MinorAct w ro O►^ EXIST. BARN 4 t EXIST. ST CONC. FNDN. tie D GMELLJN"G N' ' OEO� • � TGp FNDN. 83.8' AIL e .' MAP 173 asp PCL 15 ` # 125" ti roll AO r� z DCE #09-196 FOUNDATION PLOT PLAN t PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE r LOCATION 125.OAK STREET WEST BARNSTABLE„ MA SCALE. : 1" = 60' DATE MARCH 30, 2012 PREPARED FOR: REFERENCE .: ASSESSOR'S MAP 173 'PARCEL 15 (.A PERRY SH OF 44gss9 I HEREBY CERTIFY THAT THE STRUCTURE '` o`' DANIEL cy� SHOWN ON THIS PLAN IS LOCATED ON THE * s GROUND AS SHOWN HEREON. e o A• off 501 362-4541 U OJALA cf.) tax_ 1:382-9880 No:40980 downcapaxom ® - Q JIM# cape eaaiaeerind,inc, l 11 °F S S f civil engineers land surveyors ---_--- --- -___-- 939 Motn Street (Rte 6A) YARMOUTHPORT MA 02675 DATE REG. LAND SURVEYOR V�I 11 %IA .ar"1.�p�M - °¢ Regulatory Services Thomas.F.Geller,Director XAM Building Division TOWN OF MNI UA-Kr TomPerrp,Building Cummissfoner1 r axis ,02601 731 1 F111 .3:' 0 2 Zoo Main Sti ct y a Fax: sob-790.-6230 )£face: 508-862-4038 - — U ST FORE �CTRICA'f., (permit required in order to prooess inspection).' 9 3-�� Requested Date of 7nspectien TocTay's Date / hereby request au inspection under Massachusetts General(Etactrtcca�) - Law Chapter 10,section 3L and 237 CMR 4-02(3). c�Y The instoation will be ready for£nspeatYon pt at �5 o (propeM Location) Type of inspectiou.requested: p ora - ❑ Service Re-inspectio Tempry. Service n,❑ Rough Re.inspection Excavation Service Inspection ❑ Final Re-inspeed= Fjnal Inspection for otheT Owner or tepanC�. n l�`/�. w� n&—/ 22 e, Licensee's nam address, and pho License gybes �S� LioenseA's Signature This aeafion to be c l BsrnstsbTe Inspector of Wires _ Iu action datoS�P �.0 •2012 [A.ppmved QNot Approved sP �' workwas nat approved fo 0 a., of the follov,4 Articles and SAetions of the IvtA Electrical Code: Q:VJPFilea:form�:elect'aquest ' RM102604 C'onu wn.wea&o f Ma49acku6e Official Use Only c� cc77 Permit No. �0l� �J �o 2apartment"p'.e Services; Occupancy and Fee Checked BOARD OF FIRE PREVENTION REGULATIONS [Rev. 1/071 leave blank APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code(NEC),527 CMR 12.00 (PLEASE PRINT I7V INK OR TYPE ALL INFORMATION) Date: City or Town of: ..��� To the Inspector of Wires: By this application the undersigned gives notic of his or her intention to perform the electrical work described below. Location(Street&Number) Owner or Tenant 4,0G�i4 qp- p Telephone No. Owner's Address 164F Is this permit in conjunction with a PuAing permit? Yes ❑ No ❑ (Check.Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead❑ Undgrd❑ No.of Meters New Service Amps / Volts Overhead❑ Undgrd ❑ No.of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work:, L'�L^Z Z-a°4 05'L Com lelion of the following table may be waived by the Ins ector of Wires. No.of Total No.of Recessed Luminaires No.of Ceil.-Susp.(Paddle)Fans Transformers KVX� --I ` c".a, No.of Luminaire Outlets No.of Hot•Tubs Generators " °" v) ' i m Above In- o.o mergencyj lg mg No.of Luminaires Swimming Pool rnd. ❑ rnd. CD ❑ Battery Units ' No.of Receptacle Outlets No. of Oil Burners FIRE ALARMS ,"No.of Zones No.of Detection and 7- ! No.of Switches No.of Gas Burners Initiating Devices - Tota No.of Ranges No. of Air Cond. Tonsl No.ofAlerting Devices e, °"� Heat Pump I.N!l I Tons KW No.of Self-Contained No,of Waste Disposers Totals: ........................ Detection/Alerting Devices' s No.of Dishwashers Space/Area Heating KW Local❑ Co nnectio niectio n ❑ Other Co No.of D ers Heating Appliances KW Security Systems:* z W z rY No.of Devices or Equivalent o a o o.of ater No.of o.of Data Wiring: Z o Heaters ' Signs Ballasts No.of Devices or Equivalent Z Telecommunications Wiring: Z W _ No. Hydromassage Bathtubs No.of Motors Total HP No.of Devices or E uivalent to F-F OTHER: Z��= Z g' Attach additional detail if desired, or as required by the Inspector of Wires. 1�— W N Estimated Value of Electrical Work: (When required by municipal policy.) ®c ff o a Work to Start: Inspections to be requested in accordance with MEC Rule 10,and upon completion. M m INSURANCE COVERAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unlessSO2 1.2 . F-o W 5 the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. The W-' a undersigned certifies that such cove ge is in force,and has exhibited proof of same to the permit issuing office. W o CHECK ONE: INSURANCE VBOND ❑ OTHER ❑ (Specify:) � o ,F I certify,under the pains and penalties of perjury;that the information on this application is true and complete. N LL� j FIRM NAME: LIC.NO.: a[oa a Licensee:. l! - Signature LIC.NO.: (If applicable, er "xe pt/"in the license num r line.) I Bus.Tel.No.: Address: A 1 s� � � Alt.Tel.No.: �7S/ Fib *Per M.G.L.c. 147,s.57-61,security work requires Department of Public Safety"S"License:, Lic.No. OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the liability insurance coverage normally required by law. By my signature below,I hereby waive this requirement. I am the(check one)❑owner ❑owner's agent. Owner/Agent 2 Signature Telephone No. PERMIT FEE. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ;Application # Health Division Date Issued Conservation Division ` Application Fee Planning Dept. . Permit Fee Date Definitive Plan Approved by Planning Board a►c 7ILs�12 Historic - OKH Preservation/ Hyannis Project Street Address Village = l Owner Addressfdai— h� • y2o , Telephone405_ q 243 —13 -95� C,,-Lt Permit Request 61ILd ccffia_� 1-=A Am b4 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type�J `�i`&61'�S tf �c) d. ' e , Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation! Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structureo� Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing , new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: b4 Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New _ Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn existing ❑ new sizeOv Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: 6-y&-��w�..►OUsc . �'�-v'�•l.l F 1 d�1 Zoning Board of Appeals Authorization ❑ Appeal #_ Recorded ❑ Y ®, -a Commercial ❑Yes ❑ No If yes, site plan review# - Current Use Proposed Use CIO APPLICANT INFORMATION _.... �. (BUILDER OR HOMEOWNER) � Name Telephone Number' �yi ` Address License# --ti i 02-(o3_Z_ Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE &A DATE G 1 r r` FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED _ r MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: } a R FOUNDATION FRAME INSULATION' } FIREPLACE ELECTRICAL: ROUGH FINAL-- PLUMBING: ROUGH FINAL GAS: . a ROUGH a= FINAL FINAL B:UILDINGt?. .+ �.• G :- DATE CLOSED OUT 1. ASSOCIATION PLAN NO. . 1 _ ,- � : ''_The Commonwealth ofl�assaelsusetts Department of Industrial Accidents W. Office of Invesdgatdorrs 600 ffrashingtan dYreet Beston,MA OZIZZ www.mass gav/din ' Workers' Compensation fnsurnuce Affidavit:Biaders/Contractors/Electrician.s/Plumbers 4ppjicant hyfon ation Please Print Leebly Name pnsmess/oganizad Address: �(� . city/state/zip_C 2�/i�LM RI P Are you an enployer? Check the appropriate be= 1.[] I am a to with Z`ype of pi oject(requu•e : emp yer •4• ❑I am a general contractor and I � employees(fan and/or part-fie). have hired the'gab=contractors 6 ❑New const madcm 2.❑ I am a'sole pmpaetm or partner- listed on the I attached sheet 7. []Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition wanking for me hr any capacity, employees and have workers' [No workers' comp.insurance camp.Jnsisance.# 9 g won required..] 5. ElWe area'.corporation and its 10.[]Electrical repairs or additions 3. I am a homeowner doing aIl•wark offices have exercised their 11 Q pkm,�repairs.or additions niysel£ [No wad=' comp. right bf exemption per MQ, 12. Ro Insurance req�d.]t c. 152, §1(4) and we have no � of repan s employees. [No workers' 11.0 Other comp.insurance required.] . Any applicant that OheCkS box#1 nest also f 11 ont,the section below showing then work=.compensation poficy i nfmma on. Homeowners who submit this afndavit inrficating taey are doing alt work and then h irt outside contractors.must submit a:naw affidavitindi $Contractncs that check tbis box Est attached an additional shut showing fhe name of the sub-contract m and state wbcd=arnot those entihm hmvc employees. If the sub contzactora have employees,a=Y roostpivvide their works'ramp.poficynumber. I am an employer that isprov_iding}porkers compensation insurance for my information, employees. below is thepoficy and jab site Insurnance Cc�pany Name: Policy#or Self-ins.Lin.#k Expiration Date: lob Site Address: _ Crty/State/Zip: Attach a copy of the workers' compensation policy declaration page'(showing the poficy cumber and expiration date). Fazlnre•tr secure coverage as required under Section 25A of MGL c, 152 can lead to the ' o fob up to$1,500.00 and/or one- ar p sitian of dal pmalties of'a �ns�, as weIl as civil emlties in the form of a STOP WORK ORDER and a�e of up to $250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the.Office of Iuve ours of the DIA for hrura„ne covem e verification I do hereby c der the pains- p alfies of perjury that the information provided above is true arid correct Phone# —1 FC-11.,jat use onv. Do root write in this area, to be campleted by city or town affxial ' or Town: PermitUcense# Issnng Authority(circle one): L Board of Health 2.Bm'Iding Department 3:CitylTown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: •. i'.� � � / / � � / � � —+ -_-- _ —— _ 0 Cert.enclosed ❑Partial Ship IX Complete Ship. ( - 932 PAGE ROAD - WASHINGTON,NC 27SS.9 - - - TEL:800631-2g26 FAX 252-846-0724 Goods Received in Good Condition E41AAIL:SALE S(@@KS SMIT H.0 OM HTTP:/NVWW.XSSMFTH.COM r. By: Date: SOLD T0: GRIFFIN GREENHOUSE CO., INC. SHIP TO: • PO BOX 36 125 OAK ST . 1619 MAIN STREET 508-737-2521 TEWKSBURY MA 01876 CENTERVILLE MA 0262 978-851-4346 Sales Order Ship NUM Cust No Order Date Tax Promised Sales Rep Customer P.0.Number Mark Shipment 6046 0000 001019 01/19/10 E 02/15/10 TYLER THOM 01524301 F.O.B.Point Ship Date Shipped Via Cartons Weight, Waybill Number Ins 03104110 PREPAY/ADD 191 327 413 N QUANTITY Item T Order B/O Ship Unit Part Number Description 001 S 1 1 EA LT-SKK18X040 SKY KING LEAN-TO 18'X 40' *" COMPONENTS 002 S . 11 11 EA POSTFS2197X50 2.197"X 50"FREESTANDING POST 003 S 11 11 EA BOWHSKK36 SKY KING 36 HALF BOW 004 S 9 9 EA PURLIN16 .1.315"X 16'-2 1/2"PURLIN 005 S 11 11 EA BKT-LT-GLH LEAN-TO BRACKET FOR GOTHIC STYLE GREENHOUSE LEFT HAND 006 S 11 11 EA BKT-LT-GRH LEAN-TO BRACKET FOR GOTHIC STYLE GREENHOUSE RIGHT,HAND 007 S 6 6 EA PCLASPX3-H 3-HOLE END PURLIN CLASP , . 008 S 27 27 EA PCLA8PX2-H 2-HOLE INT PURLIN CLASP 009 S 22 22 EA HB38X300 3/8"X 3"HEX BOLT 010 S 64 64 EA NUT38 3/8"HEX NUT 011 S 70 70 EA SMS14XO75 1/4"X 3/4"HEX SHEET METAL 012 S 17 17 EA TEK14XO75 1/4"X 3/4"PLATED TEK SCREW 013 S 1 1 EA DC150 1.900"&2.197"O.D.DRIVE CAP '** END OF LIST " ORDER 1 OF 5 DELIVERY IS SUBJECT TO THE AVAILABILITY OF RAIN MATERIALS AND THE PRICES WILL BE THOSE IN EFFECT ON THE DATE SHIPMENT IS MADE.THE SELLER SHALL NOT BE LIABLE FOR DAMAGES ON ACCOUNT OF FIRES,INABILITY TO SECURE MATERIAL AND OTHER CAUSES BEYOND ITS CONTROL.ALL COMPLAINTS MUST BE MADE WITHIN 3Q:DAYS AFTER RECEIPT OF GOODS:WHEN GOODS ARE DELIVERED TO TRANSPORTATION COMPANY IN GOOD ORDER OUR RESPONSIBILITY CEASES. SALEORD.PNL PAKLSTNS ORIGINAL Page 1 • 0 Can.Enclosed LJ'Partial Ship Z Complete Ship 932 PAGE ROAD - WASHINGTON,NC 27889 TEL:800 5 31-222S Goods Received in Good Condition FAX:252-945d724 - E4N1AIL:SALE S(JCS SMITH.COM HTTP://WWW.XSSMrr H.COM - By. _ Date: 31-13 TO: GRIFFIN GREENHOUSE CO., INC. SHIP TO: PO BOX 36 125 OAK ST 1619 MAIN STREET 508-737-2521 TEWKSBURY MA 01876 CENTERVILLE MA 02634 978-851-4346 Tales Order Ship NUM Cust No Order Date Tax Promised Sales Rep Customer P.0.'Number Mark Shipment 6049 0000 001019 01119/10 E 02/15/10 TYLER THOM 01524301 F.O.B.Point Ship Date Shipped Via Cartons Weight Waybill Number Ins 03/04/10 PREPAY/ADD 191 327 413 N QUANTITY tem T Order B/O Ship Unit Part Number Description 001 S 1 1 EA VTKDS4-3X040-OVR TX 40'K-D ROOF VENT FOR 4'8MM POLYCARBONATE "* COMPONENTS *** 002 S 2 2 EA DTS1315X17X252 DRIVE SHAFT 1.315"X 21'-0" 003 S 1 1 EA VTKDS4LERAIL-OVR LEFT END RAIL X 4'-1 3/4" 004 S 8 8 EA VTKDS4INTRAIL INTERMEDIATE RAIL X 4'-0" 005 S 1 1 EA VTKDS4RERAIL-OVR RIGHT END RAIL X 4'=1 3/4" 006 S 1 1 EA VTKDS4LESILL-OVR LEFT END SILL X 4'-5" 007 S 3 3 EA VTKDS4LINTSILL LEFT INTERM SILL X 4'-0" 008 S 1 1 EA VTKDS4CTRSILL CENTER SILL X 3'-5 1/2" 009 S 4 4 EA VTKDS4RINTSILL RIGHT INTERM SILL X 4'-0" 010 S 1 1 EA VTKDS4RESILL-OVR' RIGHT END SILL X 4'-5" 011 S 11 11 EA VTKDSPCSSBASE-3 PCSS BASE X 2'-10 11/16" 012 S 11 11 EA VTKDSPCSSCAP-3 PCSS CAP X 2' 10" 013 S 1 1 EA VTKDSCA-3L CLOSURE ANGLE 3'-1"LEFT 1-1/2"X 6"X 1/16"ALUMINUM 014 S 1 1 EA VTKDSCA-3R CLOSURE ANGLE T-l"RIGHT 1-1/2"X 6"X 1/16"ALUMINUM 015 S 2 2 EA PCSS6MMVTFS-30 FILLER STRIP 6MM 016 S 11 11 EA BEARING 167MMR-1.315 167MM RIDDER BEARING 1"INSERT 017 S 11 11 EA POWERRACK28C-1.315 POWERRACK SET 28"CRVD 1-3/8" INCLUDES RACK,PINION,SASH BRACKET,CLEVIS&COTTER PINS 018 S 1 1 EA VTSTRIKER VENT LIMIT STRIKER PLATE 1/8"X 1-1/2"X 4"W/2-HOLES BRIGHT ZINC PLATED 019 S 9 9 EA SPLICE-UNI-PLATE UNIVERSAL SPLICE PLATE 1/81,X 1"X 3"ALUMINUM 020 S 9 9 EA SPLICE-UNI-ANGLE UNIVERSAL SPLICE ANGLE 7/8"X 7/8"X 2-1/2"ALUMINUM 021 S 9 9 EA SPLICE-VTKDSILL-P KD VENT SILL SLOTTED SPLICE PL 1/8"X 1"X 4"ALUMINUM ` DELIVERY IS SUBJECT TO THE AVAILABILITY OF RAW MATERIALS AND THE PRICES WILL BE THOSE IN EFFECT ON THE DATE SHIPMENT IS MADE.THE SELLER SHALL NOT BE LIABLE FOR DAMAGES ON ACCOUNT OF FIRES,INABILITY TO SECURE MATERIAL AND OTHER CAUSES BEYOND ITS CONTROL.ALL COMPLAINTS MUST BE MADE WITHIN 30 DAYS AFTER RECEIPT OF GOODS:WHEN GOODS ARE DELIVERED TO TRANSPORTATION COMPANY IN GOOD ORDER OUR RESPONSIBILITY CEASES. SALEORD.PNL PAKLSTNS ORIGINAL Page 1 Z= Cart.Enclosed ❑Partial Ship ��Complete Ship ` 932 PAGE ROAD - WASHINGTON.NC 27889 - TEL:800631-2?26 - - Goods Received in Good Condition FA%P25284"724 E40A1L:SALE S(JCS SMITH.0 OM - - HTTP://WWW.X SSMrr H.0 OM By: - Date: LID TO: GRIFFIN GREENHOUSE CO., INC. SHIP TO: PO BOX.36 125 OAK ST 1619 MAIN STREET 508-737-2521 TEWKSBURY MA 01876 CENTERVILLE MA 02634 978-851-4346 ales Order Ship Num Cust No Order Date Tax Promised Sales Rep Customer P.0.Number Mark Shipment 6048 0000 001019 01/19/10 E 02/15/10 TYLER THOM 01524301 F.O.B:Point Ship Date Shipped Via Cartons Weight Waybill Number Ins 03/04/10 PREPAY/ADD ` N QUANTITY e rnder B/O Ship Unit Part Number Description 1 1 EA TGP4-LTSKK18X040-V3 LEAN-TO 18'X 40'TOP GLAZING PACKAGE FOR 4'8MM POLYCARBONATE FOR T K-D VENT COMPONENTS 2 2 EA EXTRVHEADER ALUMINUM VENT HEADER EXT X 21' 2 2 EA EXTRSILL ALUMINUM SILL EXTRUSION X 21' 12 12 EA EXTRPURLIN6 ANTI-DRIP PURLIN X 6'-1 1/4" ALUMINUM EXTRUSION 005 S 6 6 EA PURLINEXTR08 ANTI-DRIP PURLIN X 8' ALUMINUM EXTRUSION 006 S .6 6 EA PURLINEXTR20 ANTI-DRIP PURLIN X 20' ALUMINUM EXTRUSION 007 S 11 11 EA EXTRBASE A 8MM PCSS BASE X 24' ALUMINUM EXTRUSION 008 S 11 11 EA CAPEXTR24 8MM PCSS CAP X 24'(PUNCHED) INUM EXTRUSION 009 S 2 2 EA EXTRVTKDTRIM 010 S 7 7 EA FLASH-1.5X4.5X75 LEAN-TO ROOF VENT HING 1-1/2"X 4-1/2"X.032" X 75" 120° 011 S 24 24 EA FLASH-1X3X24ANG 1"X 3"X.032"X 24"90°FLASHING ALUMINUM 012 S 2 2 EA VHEADERENDCAP VENT HEADER END CAP(PUNCHED) 1-13/1.6"X 1-3/8"X 1-7/8" ALUMINUM FLASHING ANGLE 013 S 2 2 EA SILLENDCAP SILL END CAP(PUNCHED) 1-1/4"X 1-1/4"X 2-11/16" ALUMINUM FLASHING ANGLE 014 S 2 2 EA SPLICE-SILL SILL SPLICE ANGLE 7/8"X 7/8"X 4"ALUMINUM 015 S 18 {18 EA SPLICE-PURLIN PURLIN SPLICE 3/4"0.D.X 4" 016 S 415 415 EA SMS12XO50SS #12 X 1/2"'SS HEX SHEET METAL r DELIVERY IS SUBJECT TO THE AVAILABILITY OF RAW MATERIALS AND THE PRICES WILL BE THOSE IN EFFECT ON THE DATE, SHIPMENT IS MADE.THE SELLER SHALL NOT BE LIABLE FOR DAMAGES ON ACCOUNT OF FIRES,INABILITY TO SECURE MATERIAL AND OTHER CAUSES BEYOND ITS CONTROL.ALL COMPLAINTS MUST BE MADE WITHIN 30 DAYS AFTER RECEIPT OF GOODS:WHEN GOODS ARE DELIVERED TO TRANSPORTATION COMPANY IN GOOD ORDER,OUR RESPONSIBILITY CEASES. SALEORD.PNL PAKLSTNS ORIGINAL G I N /�� Page t[ H e 1 , � L f � � — v— _ v �v LJ Cert.Enclosed � ❑Partial Ship i�Complete Ship S32 PAGE ROAD - WASHINGTON,NC 27889 TEL:"800637,2226 - Goods Received in Good Condition FAX:25294"724 EMAIL:SALE S(4?XS SMITH.COM H.TTP://WWW.XSSMrrH.COM - BY: - Date: SOLD TO: GRIFFIN GREENHOUSE CO., INC. SHIP TO: PO BOX 36 125 OAK ST 1619 MAIN STREET 508-737-2521' TEWKSBURY MA 01876 CENTERVILLE MA 02634 978-851-4346. Sales Order Ship Num Cust No Order Date Tax Promised Sales Rep Customer P.0.Number Mark Shipment 6047 0000 001019 01/19/10 E 02/15/10 TYLER THOM 01524301 F.O.B.Point Ship Date Shipped Via Cartons Weight Waybill Number Ins 03/04/10 PREPAY/ADD 191 327 413 N QUANTITY Item T Order B/O Ship Unit Part Number Description 001 S 2 2 EA EFGP4-SKK18#6047 SKY KING 18 LEAN-TO ENDWALL FRAMING AND 4'8MM POLYCARBONATE GLAZING PACKAGE *** COMPONENTS 002 S 2 2 'EA STUD150X160 1-1/2"SQ STUD X 160" 003 S 2 2 EA STUD150X144 1-1/2"SQ STUD X 144" 004 S 2 . 2 EA STUD150X116 1-1/2"SQ STUD X 116" 005 S 4 4 EA 150GTSX14XO56 1-1/2"SQ.X 56"LONG TUBING 006 S 2 2 EA 15OGTSX14XO38 1-1/2"SQ.X 38"LONG TUBING 007 S 4 4 EA 150GTSX14XO36.75 1-112"SQ.X 36-3/4"LG TUBING . 008 S 8 8 EA 1GTSX18XO56 1"SQ.X 56"LONG TUBING 009 S 3 3 .EA EXTRENDCAP8MM 8MM PCSS END CAP X 20' ALUMINUM EXTRUSION 010 S 3 3 EA , EXTRSPLICE8MM 8MM PCSS SPLICE X 20' ALUMINUM EXTRUSION 011 S 2 2 EA EXTRSILL ALUMINUM SILL EXTRUSION X 21' 012 S 8 8 EA SILLENDCAP SILL END CAP(PUNCHED) 1-1/4"X 1-1/4"X 2=11/16" ALUMINUM FLASHING ANGLE 013 S 6 6 EA FLASH-2X2X72ANG 2"X 2"X.032"X 72"90°FLASHING ALUMINUM 014 S 6 6 EA BKT150STUD 1-1/2"STUD MOUNTING BRACKET 015 S 20 20 EA. BKT4HOLE ' 4-HOLE 90°BRACKET 016 S 14 14 EA BKT3HOLE90 3-HOLE 90°BRACKET 017 S 2 2 EA BKT3HOLE140 3-HOLE 140°BRACKET 018 S 12 12 EA WAB12XO50 #12'X 1/2"NEO.BONDED WASHER 019 S 40 40 EA WAB14X0875 #14 X 7/8"NEO."BONDED WASHER 020 S 18 18 EA TEKl OX05OSS #10 X 1/2"SS TEK SCREW 021 S 134 134 EA TEK12XO875DF #12 X 7/8"DRILL FLEX TEK SCRW 022 S 180 180 EA TEK12X100SS #12 X 1"SS TEK SCREW 023 S 14 14" EA', TEK14X100DF 1/4"X 1"DRILL FLEX TEK SCREW 024 S 6 6 EA CB14X200SS 1/4"X 2"SS CARRIAGE BOLT DELIVERY IS SUBJECT TO THE AVAILABILITY OF RAW MATERIALS AND THE PRICES WILL BE THOSE IN EFFECT ON THE DATE SHIPMENT IS MADE.THE SELLER SHALL NOT BE LIABLE FOR DAMAGES ON ACCOUNT OF FIRES,INABILITY TO SECURE MATERIAL AND OTHER CAUSES BEYOND ITS CONTROL.ALL COMPLAINTS MUST BE MADE WITHIN 30 DAYS AFTER RECEIPT OF GOODS:WHEN.GOODS ARE DELIVERED TO TRANSPORTATION COMPANY IN GOOD ORDER OUR RESPONSIBILITY CEASES. SALEORO.PNL PAKLSTNS O R I G I N A L H Page 1 l R I Special Instructions PACKING LIST D Cart:Enclosed 1 Partial Ship [A Complete Ship 932 PAGE ROAD - - WASHINGTON,NC 27889 - - TEL:800 6 31-2228 Goods.Received in Good Condition FAX:25264"724 E4VIA1L:SALE S(g?XS SMITH.COM _ - HTTP://WWW.XSSMrr H.COM - By:. Date: SOLD TO: GRIFFIN GREENHOUSE CO.,INC. SHIP TO: PO BOX 36 125 OAK ST 1619 MAIN STREET 508-737-2521 TEWKSBURY MA 01876 CENTERVILLE MA 02634 978-851-4346 Sales Order Ship Num Cust No Order Date Tax Promised Sales.Rep Customer P.0.Number Mark Shipment 6048 0000 001019 01/19/10 E 02/15/10 TYLER THOM 01524301 F.O.B:Point Ship Date Shipped Via Cartons Weight Waybill.Number Ins 03104/10 PREPAY/ADD N QUANTITY Item T Order BOO Ship Unit Part Number Description 6f7 S 45 45 EA SMS12X1OOSS #12 X 1"SS HEX SHEET METAL . I 018 S 180 180 EA TEKlOX05OSS #lo X 1/2"SS TEK SCREW 01`91 S 260 260 EA TEK12XO75SS #12 X 3/4"SS TEK SCREW 020=,S 50 50 EA TEK12XO75FS #12 X 3/4"FLO SEAL TEK SCREW S 75 75 EA TEK12XIOOSS #12 X 1"SS TEK SCREW 022/ S 45 45 EA TEK12X125SS #12 X 1-1/4"SS TEK SCREW �_b 023 S 25 25 EA WAB12X050 #12 X 112"NEO.BONDED WASHER '** END OF LIST`** 024 S 1 1 EA LEXEL LEXEL CLEAR SEALANT ORDER 3 OF 5 i. DELIVERY IS SUBJECT TO THE AVAILABILITY OF RAW MATERIALS AND THE PRICES WILL BE THOSE IN EFFECT ON THE DATE SHIPMENT IS MADE.THE SELLER SHALL NOT BE LIABLE FOR DAMAGES ON ACCOUNT OF FIRES,INABILITY TO SECURE MATERIAL AND OTHER CAUSES BEYOND ITS CONTROL.ALL COMPLAINTS MUST BE MADE WITHIN 30 DAYS AFTER RECEIPT OF GOODS:WHEN GOODS ARE DELIVERED TO TRANSPORTATION COMPANY IN GOOD ORDER OUR RESPONSIBILITY CEASES. . "SALEORD.PNL PAKLSTNS ORIGINAL Page 2 , � 932 PAGE ROAD o Cert.Enclosed Partial Ship ❑Complete Ship ( ❑ $I ,. WASHINGTON,NC 2TS89 TEL:800-631-2226 _ FAX:252-846-0724 Goods Received in Good Condition E4VIA1L:SALES(MXSSMITH_COM - - HTTP:I VVWW.X SSMrr H.0 OM - By: _ Date: - SOLD TO: GRIFFIN GREENHOUSE CO., INC. SHIP TO: PO BOX 36 125 OAK ST 1619 MAIN STREET 508-737-2521. TEWKSBURY MA 01876 CENTERVILLE MA 02634 978-851-4346 Sales Order Ship Num Cust No Order Date Tax Promised Sales Rep Customer.P.O.Number Mark Shipment 6050 0000 001019 01/19/10 E 02/15/1.0 TYLER THOM 01524301 F.O.B.Point Ship Date Shipped Via Cartons Weight Waybill Number Ins 03/04/10 PREPAY/ADD 191 327 413 N QUANTITY Item T Order B/O Ship Unit Part Number Description ORDER 5 OF 5 001 S 2 2 EA DOOR,HSGL36X80 SINGLE HINGED DOOR TX 6'-8" ' COMPONENTS " 002 S 2 2 EA DRGLFRMHR36X80 GLAZED DOOR FRM TX 6'-8"HR 003 S 12 12 EA CB14X200SS 1/4"X 2"SS CARRIAGE BOLT 004 S 12 12 EA NUT14SS 1/4"SS HEX NUT 005 S 2 1 1' -.EA ` DRLATCHSET-H-RH HINGED DOOR LATCH SET-RH 006 S 4 4 EA DRTRMAGLX84 .: DOOR TRIM ANGLE X T-0" 007 S 2 2 EA DRTRMAGLX40 DOOR TRIM ANGLE X 3'-4" 008 S 32 32 EA TEK12XO75SS #12 X 3/4"SS TEK SCREW *`* END OF LIST*** DELIVERY IS SUBJECT TO THE AVAILABILITY OF RAW MATERIALS AND THE PRICES WILL BE THOSE IN EFFECT ON THE DATE SHIPMENT IS MADE.THE SELLER SHALL NOT BE LIABLE FOR DAMAGES ON ACCOUNT OF FIRES,INABILITY TO SECURE MATERIAL AND OTHER CAUSES BEYOND ITS CONTROL.ALL COMPLAINTS MUST BE MADE WITHIN 30 DAYS AFTER RECEIPT OF GOODS:WHEN GOODS ARE DELIVERED TO TRANSPORTATION COMPANY.IN GOOD ORDER OUR RESPONSIBILITY CEASES. SALEORD.PNL PAKLSTNS ORIGINAL I^I NAL Page K v e 1 932 Page Road. Fax:252-946-0724 Washington, NC 27889 E-mail: sales(c)xssmith.com Tel: 800-631-2226 HTTP-//www.xssmith.com ASSEMBLY INSTRUCTIONS FOR SKY KING FREE-STANDING GREENHOUSE INTRODUCTION - Thank you for purchasing an X.S. Smith Inc. greenhouse. To receive the long lasting service built into your greenhouse it. is of the utmost importance that it be assembled correctly.The following instructions provide the knowledge and direction to complete this project from site selection to house covering. Materials and tools required are listed before each section. Please read these instructions and review the drawings completely before beginning work. SITE SELECTION AND REQUIREMENTS There are three major factors in determining greenhouse location and orientation: 1. Sun; For the greatest light transmission, freestanding ground to ground houses should run east and west. 2. Wind; The inlet end of the house should face into the prevailing wind to aid ventilation: 3. Water run-off; The grade should slope away from the house in all directions to avoid water seeping back into the house. Once a suitable site has been selected the.following requirements should be considered before starting the layout of the house; 1. The site should be graded as level as possible, end to end and side to side. 2. . When covering with polyethylene film it is possible to build the house.on a slope(out of level),with a drop of approximately 12" per 96' of length: 3. There is also a_small amount, 1 to 2", of flexibility from side to side when covering With film. 4. If the house is to be covered with a rigid covering such as 8mm polycarbonate the house must be built level from end to end and from side to side. 5. A minimum of 6' between existing buildings or other houses should be provided for snow build up and ease of covering with poly film. Sky King Page 1 of 6 i I LAYOUT Materials and tools required: 1. Six(6) stakes, 1 x 2"x 30 long,with a saw cut point. Do not chop!A chopped stake will twist when driven. • 2. Hammer(suitable for driving.stakes). 3. Approximately 300' of layout'line, baker's twine;fishing line or a good grade of kite string, do not use heavy mason line or nylon as it's weight will make it sag and lead to inaccuracies. 4. Line level. 5. 2' square. 6. 100' Flexible reel tape.measure. 7. 25'Steel tape measure. 8. Pencil. Proceed with layout as follows: (Work with instructions and diagram below) 1. Establish a sidewall line, drive.stake#1 12" out from endwall plane. 2. Measure down the sidewall the length of the house plus 24 and drive stake#2: 3. String a line 16"up from the ground between these stakes staying on the inside of the stakes. Do not level the line at this time. 4. Now measure 12" in from stake#1 to the endwall plane, and 12"out from the sidewall line, and drive stake#3. 5. String a line from this stake along the endwall plane, the width of the house plus 24", have someone hold this line. 6. Hold the 2' square at the inside of the intersection of the two lines. Have the person holding the line move it until the • corner is square. Drive stake#4 and tie off the line. 7. Using the 25' steel tape, measure from the intersection of the two lines 8' down the sidewall line and tie a.3" piece of string at this point. Check after tightening. 8. Measure again from the intersection 6' along the endwall line and tie a second string. 9. Measure diagonally across the corner.This measurement should be 10'. If it's not 10'adjust the stake#4 and re- measure until correct. 10. When the corner is square, measure from the line on stake#1 the width of the house, and drive stake#5 12"out from the end wall line. Repeat on the opposite end of the house(stake#6). 11. String a line between these two stakes. STAKE#4 STAKE#5 - SIDEWALL LINE STAKE#6 n LENGTH OF HOUSE 6' 10,. WIDTH OF HOUSE(36') ENDWALL PLANE!LINE STAKE#1 1 1 12• STAKE#2 $' SIDEWALL LINE 12" _ STAKE#3 STAKING DIAGRAM Sky King Page 2 of 6 Leveling the lines: 1. Measure 16" up from the ground on stake#1 and mark the line side of the stake. Adjust the line to this mark. 2. Attach line level to sidewall line and have someone adjust the line on stake#2 while another reads the level. Mark the stake when adjusted level. 3. Level endwall lines the same way as the sidewall line. To adjust to grade: (For polyethylene film covered house onl ! 1. Check the measurement from the top of the line to the ground on all four corners. 2. If the measurement is more then 16" at stake#2 and you don't want to back fill, move the string down the amount.of the difference, (not greater than 12" per 96'). Repeat on the opposite sidewall line. 3. The endwall lines may be adjusted the same way (no more than 2"): DRIVING THE POSTS Material and tools required: 1. 1-1/2" Drive cap (supplied with house). 2. Sledge hammer(suitable for driving posts). 3. 8" Plumber's level. 4. 100' Flexible reel tape measure. 5. 3"C-clamp. 6. Pencil. 7. Pipe wrench. Proceed as follows: 1. Position the first post inside the corner formed by the lines on stakes#1 and 93. Hold the post upright just touching the edge of both lines. Plumb the post with the level from two sides, 90' apart. 2. Insert the drive cap into the post and hit it with short, centered strokes to start the post straight.. 3. IMPORTANT! Make sure the person holding the post keeps their hands well below the drive cap. Hearing and eye protection is also suggested. 4. Drive the post into the ground until the top of the post is level with the lines.Take care not to hit the lines! 5. With the first post driven, use the C-clamp to clamp the end of the 100'tape measure to the center of the post. Reel out the tape measure along the ground to the end of the house. 6. Set the center of the second post 4'down the tape from the first post. With the post touching-the inside of the line, plumb the post, and drive it down level to the Line. 7. Continue down the sidewall line spacing the posts on 4' centers. 8. Repeat the procedure on the opposite side of the house. 9. After the posts are driven they may require alignment. Insert the pencil through the large hole at the top of the post and rotate the post with the pipe wrench until the pencil is parallel with the sidewall line. 10. With the post work complete, remove the lines and stakes... Sky King Page 3 of 6 ,ASSEMBLING THE BOWS Material and tools required: 1. 9/16"Wrench or socket. 2. 3/8" Socket wrench. Proceed as follows: 1. The bow halves have a top and bottom. The top is the straight end,the bottom is painted. 2. On level ground, lay out two bow halves with the tops(straight ends)opposite each other. 3. Slide a 1.660" O.D. ridge to bow connector into one bow half until the holes line up. 4. From below the bow, insert a 3/8"x 2-1/2" hex bolt through the sleeve and the bow. Thread on a 3/8" hex nut. Leave the nut loose for now. 5. Slide the other bow half onto the ridge to bow.connector until the holes are aligned, insert a second hex bolt through the bow and connector and thread on a hex hut. NOTE: If W-Trusses were purchased, install red end of longer truss brace at this time. (See.W-Truss Assembly Drawing) 6. With the assembled bow still on the ground, at three places on 1the.bow, attach a purlin clasp to the bow with a#14 x 3/4" hex head sheet metal screw through the top clasp hole and into the pre-drilled purlin hole nearest the top of the bow. Install just the top screw in the clasp, leaving the clasp loose, do not tighten. The 3-hole clasps are for the end bows, and the 2-hole clasps for the intemal bows. SETTING THE BOWS Material and tools required: 1. 9/16" Wrench or socket. Proceed as follows:' 1. Starting with an end bow,with a person at each end of the bow; insert one end of the bow into;the post. Insert a 3/8"x 3" hex bolt through the post and bow and thread on a 3/8" hex nut hand tight. 2. The bows are formed to be wider then the width of the house and must be sprung into place. Have one person push in, up and down on the bow until it slides into the post and the holes line up. Install the 3/8':':hex bolt and hex nut. 3. With one person holding the bow upright and plumb, tighten the post bolts. INSTALLING THE RIDGE Material and tools required: 1. 7/16"Wrench or nut driver. 2. Hacksaw. Proceed as follows: 1. The ridge pipe is 1.315" O.D. x 16'-2 1/2"long with holes every four feet. Place a length of ridge on top of the bows with the plain end (not swaged) at the end bow. Insert a 1/4"x 3-1/2"carriage bolt down through the ridge pipe and the ridge to bow connector. Thread on a 1/4" hex nut and tighten. Repeat for the next two bows. 2. At every fourth bow, slide the next length of ridge over the swaged end of the previous length, align the holes and install the carriage bolt and hex nut. 3. Install the remainder of the ridge and cut off any excess flush with the end bow. Sky King Page 4 of 6 LAYING OUT THE PURLINS Material and tools required: 1. 25' Steel tape measure. 2. Pencil. Proceed as follows: 1. The purlin pipe is 1.315" O.D. x 16'-2 1/2" long with no holes.Place a length of purlin on the ground and measure 7/16" in from the plain end and make a mark. From this mark measure down the purlin placing marks every.4 feet. Layout all the purlins in this manner. INSTALLING THE PURLINS Material and tools required: 1. 3/8" Socket wrench. 2. Screw gun or Variable speed drill. 3. Hacksaw. Proceed as follows.- 1. Slide a length of purlin up under the lowest purlin clasps with the plain end flush with the outside of the end bow and the mark 7/16" in, lined up with the outside edge of the clasp. Install the bottom 1/4"x 3/4"hex head sheet metal screw and tighten both screws. Install.a 1/4"x 3/4"tek screw through the center hole of the end bow clasp to pin the purlin. 2. At the next two clasps, position the bow so that the mark on the purlin is on the end bow edge of the clasp, install.the bottom screw, and tighten both screws. 3. Slide the next length of purlin under the clasps and onto the swaged end of the first purlin with the 7/16" mark lined up with the edge of the purlin clasp. Repeat step#2. 4. IMPORTANT!At the purlin joint install a 1/4"x 3/4"tek screw through both purlins to secure the connection. 5. Continue down the length of the house and cut off any extra purlin flush with the end bow. 6. On house lengths that are a multiple of 16', a 12"long female purlin extender has been provided.The extender is used to finish off.the swaged end of the purlin. Slide the extender over the swage, tighten the clasp, install the tek screw and cut off flush with end bow. 7. Repeat on the opposite side of,the house. 8. If the house length is not a multiple of 16', start the second run of purlin from the opposite end of the house.This will stagger the joints.and produce a stronger house. Install the top run of purlin the same as the bottom. INSTALLING THE BASEBOARDS Material and tools required: 1. 2"x 10" Pressure treated boards, (enough linear feet for both sides of house).. 2. Saw. 3. 3"C-clamp. 4. Electric drill with 5/16" drill bit. 5. 7/16"Wrench, or nut driver. 6. Nailer plates(for solicing boards). Sky King Page 5 of 6 . i 7. Hammer. Proceed as follows: 1. Clear the area along the outside of the posts, enough to accommodate the baseboard. 2. Cut the first board (if necessary) so that the splice lands halfway between the posts. 3. With the end of the board even with the end bow post, clamp the board to the outside.of the post with the C-clamp. 4. With the 5/16" drill, match drill the board through the pre-drilled holes in the post. 5. Insert 1/4"x 4" carriage bolts through the board and post,thread on the hex nuts and tighten. Repeat on the remaining posts. 6. Hammer half of the nailer plate onto the next board and set the board into place butting it up squarely to the first board. Hammer the nailer plate to the first board. Clamp the board to the next post and repeat steps#4 and#5. 7. Continue down the length of the house.At the end of the house, cut the last board flush with the last post. 8. Repeat on the opposite side of the house. FRAMING THE ENDWALLS Endwall framing is left to the discretion of the individual customer. If a steel endwall framing package has been purchased from X.S. Smith, please see the job specific drawings provided with the package. Otherwise, six 1/4" x 4"carriage bolts and hex nuts per endwall have been supplied for the attachment of wood 2"x 4" endwall studs.to the end bow. COVERING THE HOUSE(Double polyethylene film) Material and tools required: 1. Length of pipe or rod long enough to span from purlin to purlin. 2. Utility knife. Proceed as follows: 1. Slide.the pipe or rod through the roll of poly and place it on top of the ridge at one end of the house. Leave about 2'.of poly hanging over the end bow. 2. With a person standing on the purlin run on.each side of the house and holding on to the pipe or rod,walk down the purlins and unroll the poly the length of the house. 3. Partially unfold the poly so the next roll can be laid down, try not to cover the purlins so that the poly is not walked on. 4. Unroll the top layer of poly and unfold both layers down the sides of the house. 5. Fasten one side of the double poly to the base board. 6. On the opposite side of the house, pull the double poly taut and fasten it to the base board. 7. Trim off extra poly. 8. Attach the poly to the endwalls. 9. Install inflation kit following the instructions and drawings supplied with the kit. Sky King Page 6 of 6 �t Town of Barns-table Regulatory Services • sniwereer.>.;, : Thomas F.Geller,Director Building Division ArED i1A1K� ' Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION J+� Please Print DATE: Z_ JOB LOCATION: number N. street village "HOMEOWNER": / D name h me phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of Six units or less and to allow homeowners to engage an individual for hire who does not possess a license;provided that superviso the owner acts as r. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and aignature e ents. of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that "Any homeowner performing work for which a building permit is required shall be exempt from the provisions .of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt Town of Barnstable Regulatory Services MASS t� Thomas F.Geiler,Director 039. 0. .Ep Building Division . Tom Perry,Building Commissioner 200 Main Street,Ayannis,MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder. as Owner of the subject property hereby authorize to act on my behalf, in all rmatters relative to work authorized by this building permit (Address of job) Pool fences and al arms are the re sponsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant. � PP Print Name Print Name Date Q:FORMS:O WNERPEF MISSIONPOOLS °FAME�° Town,of Barnstable Regulatory Services snxMASS. Thomas F.Geiler,Director 9Q 1M ���' RFD 39- Building Division Tom Perry,Building Commissioner, 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 July 5, 2012 Rebecca Perry PO Box 1268 Centerville, Ma. 02632 RE: 125 Oak St., Centerville Map: 173 Parcel: 015 Dear Property Owner: This letter is in response to application number 201203263 submitted to construct an Unfortuna tely, the application can not be addition at the above referenced address. y, pp approved at this time because the construction documents show an engineered design without the required engineer's stamp and signature. The plans as submitted must be stamped and signed by a Massachusetts engineer and/or architect. Please do not hesitate to contact this office with any questions. Respectfully, *re . R Lauzon CD Local Inspector (508) 862-4034 l " C-N r X-� a Town of Barnstable �1He, Regulatory Services 4, Thomas F.Geiler,Director RUMFrABLE, F Building Division MASS. i639. � Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 June 8, 2012 Rebecca Perry PO Box 1268 Centerville, MA 02632 Dear Ms. Perry, This is in response to your letter dated June 4, 2012 regarding your greenhouse at 125 Oak St, Centerville. We will agree to allow this to be utilized for this season only. This greenhouse must be removed off the property at the end of the growing season. If this is moved to your current facility in Osterville or any other location, a Site Plan Review application must be submitted and reviewed by that Committee. Thank you for your anticipated cooperation. Sincerely, Thomas Perry, CBO Building Commissioner, riebecca perry U � OF B` i' i �tI. TN po box 1268 centerville, ma 02632 7017 SUN —4 PH 3 5 508-428-1966 Barnstable Building Commissioner ° DIVISION Re 125 Oak St,CdHtdMile 6/4/12 Mr. Perry, I have recently been contacted by Jeff Luzon concerning the temporary hoop house that has been constructed at my place at 125 Oak St, Centerville.we discussed the fact that it is plastic covered and ' does not qu'ire`a-t5uilding permit, but he was concerned that I was using it for my gardening business which is not allowed in the residential zoning district that I am in. ' I use this cold frame to grow cut flowers, (Oriental and Asiatic Lilies)which I sell to the wholesale trade. This cut flower farming has no connection to the gardening and landscape maintenance business which I operate from my location in Osterville. it has not been my intention to grow this crop at my home., Unfortunately, a planned purchase of property in E Falmouth has fallen thru and I was stuck for a home for the already planned 2012 crop. I can provide you with the documents that have been generated from this planned land purchase if that is helpful to show that I did have good intentions. I understand that I am allowed to grow flowers to sell at a farm stand on my property, but not allowed to sell them off the property..Since Oak St is such a dangerous road, my intention.was to avoid the traffic danger created by adding a stand out front or the additional traffic created by people picking up the flowers,as is found at several stands nearby. I have instead encouraged the floral designers to allow me to drop them off at their shops. All of this is a temporary situation that I expect to have resolved when I increase the square footage of my current facility in Osterville to allow for the cut flower production at the commercial site.this will require some site planning and such before it can be put into production for the 2013 crop. I I have explained what I have going on to Jeff,who told me I would need to write it all down in a letter to you so that you would have the information necessary to hopefully allow me to continue thru the end of this cutting season(mid October)as I am currently doing by delivering the flowers to the florist. if necessary, I will ask people to come and pick them up.This is certainly reasonable if that is what I need to do to comply with the zoning regulations. Thank you for your consideration. Rebecca Perry TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 17 — Parcel-0 1 u` Application # 9011 Health Division Date Issued l 2-- Conservation Division a17-GhI Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board 3'LOi�L Historic - OKH _Preservation / Hyannis - V Project Street Address ai� 0&1k Village iAI 3t Owner uA_� Address FO 6ox 19kb , (1&ii-r k 6&3L Telephone -- Permit Request X222 1P_ U) Square feet: 1 st floor: existing 1594proposed 1 0 2nd floor: existing proposed D Total new Zoning District 9& Flood Plain Groundwater Overlay Project Valuation 145o W 13• Construction Typed �y *d(_ Lot Size a)mu Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family (# units) Age of Existing Structure Iq yo S Historic House: ❑Yes A No On Old King's Highway: ❑Yes IZNo Basement Type: 9' Full Crawl ❑Walkout � ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 1990 Number of Baths: Full: existing oZ. new Half: existing new Number of Bedrooms: 0 existing aanew Total Room Count (not including baths): existing Q new 10First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes UNo Fireplaces: Existing ✓ New Existing wood/coal stove? k1l lees ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn:`l�fi� xisting o1,new7-size_ `T Attached garage: ❑ existing ❑ new size _Shed: existing ❑ new size _ Other ( k � 14Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ " ,.Commercial ❑Yes ❑ No If yes, site plan review# ;teas Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) $� Name Telephone Number S6b- ! Address 12(e b License # 14,to > OZZ , Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f FOR OFFICIAL USE ONLY '' - APPLICATION# r "DATE ISSUED r MAP/PARCEL NO. } ADDRESS ' VILLAGE . " OWNER ' DATE OF INSPECTION: FOUNDATION x FRAME 34fKro_ S (oil 2 INSULATION(991113b- FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT d ' • 1. ASSOCIATION PLAN NO. t C 1 • e Commonwealth ofMassachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/C.ontractorsAElectricians/Plumbers Applicant Information 4 Please Print Legibly Name(Businessiorgm&ation/Individual): Address: ., C&L �, �Q.;1 %1►i,l�n n City/State/Zip: 024 32_ Phone.#: GZ'22 -` 2, i c? 7_�r_ e you an employer?Check the appropriate.box. 4. I am a eneral contractor and I . Type of project(required) 1. I am a employer with ❑ g employees(full and/or part-time);* have hired the sub=contractors - 6• ❑New construction . 3 2.'❑ I am a'sole proprietor or partner- listed onthe'attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' [N o workers' co co- 1 9, JkBuilding addition mp.iastn arice mp;insurance. required.] 5. ❑ We are a corporation and its. 10.0 Electrical repairs or additions 3,K I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers'comp. . right of exemption per MGL 12. Roof repairs insurance required.]t ; c.1.52,.§1(4),and we have no ❑ employees. [No workers': 13.0 Other Pomp.insurance required.]:, 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy infarmation.t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit-indicating such_ $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractms have emplayees,they must prm idt their workers'camp,policy number.. I am an employer that is providing workers co►npensadon insurance for my employees. Below information. is.the policy and job site Insurance Company Name: & Policy#or Self-ins.Lic. Expiration Date: lob Site Address: City/State/Zip: , Attach a copy of the workers' compensation policy declaration page'(showing the policy number and.expirationLdate). Failure-to secure coverage.as required under Section 25A of MGL c. 152 can lead to the imposition of ciimmal penalties of a fine up to$1,500.00 and/or'one-year imprisonment,`as well as civil penalties in the form of a STOP WORK ORDER and a fine ` of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the Office of Investigations of the DIA for insurance covera a verification. I do hereby c der the pains-a d pe aloes of perjury,that the information provided above is true and corn"eel: Si attire: Phone#. OffNcial.use only. Do not write in.this,area,to be completed by city or town official City or Town: Permit/License# -Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/To*n Clerk 4.Electrical Inspector 5.Plumbing Inspector ' 6. Other , Contact Person: �. , Phone#• Informatio n and Instructions Massachusetts _neral Laws chapter 152 requites all employers to provide workers'compensation for their employees. Purspant to this mate,an employee is defined as"...every person in the service of another under any contract of hire, express or implie oral or written." An employer is de ed as"an individual,partnership,association,-corporation or other legal entity,or any two or more of the foregoing enga ed in a joint enterprise,and including the legal representatives of a-deceased employer,or the receiver or trustee-of individual,partnership,association or other legal entity employing employees. However the owner of a dwelling ho a having not more.than three apartments and who re!?es therein, or the occupant of the dwelling house of anothe who employs persons to do maintenance,co n or repair work on such dwelling house or on the grounds or b appurtenant thereto shall not because of such loyment be deemed to be.an employer," MGL chapter 152, §25C(6)' o states that"every state or local licensing gency shall withhold the issuance or renewal of a license or.permit 'operate a business or to construct b dings in the commonwealth for any applicant who has not produce acceptable evidence of compliance the insurance coverage required." Additionally,MGL chapter 152, § C(7).states "Neither the commonwe thnor any of its political subdivisions shall enter into any contract for,the perfo a of public-work until-accepta a evidence-of compliance withihe insurance requirements of this chapter have be presented to the contracting a rity." Applicants Please fill out the workers'compensation davit completely,by c coking the boxes that apply to your situation and,if necessary, supply sub-confractor(s)name(s), ss(es)and phone er(s)along with their certificate(s) of inctirance. Limited Liability Companies'(LL or Limited Liab' ' Partnerships(LLP)with no employees other than the members or partners, are not required to carry kers' compens on insurance. If an LLC or LLP does have employees,a policy is required. Be advised that affidavit be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. o be sur to sign and date the affidavit. The affidavit should be returned to the city or town that the application for a pe or license is being requested,not the Department of Industrial Accidents. Should you have any questions re ar the law-or if you are required to obtain a workers' compensation policy,please call the Department at the listed below.'Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete-and printed le 'bl The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office Inve 'gations has to contact you regarding the applicant. Please be sure to fill in the permit/license number ic will be ed as a reference number. In addition, an applicant that must submit multiple permit/license applications ' any giv year,need only submit one affidavit indicating current policy information(if necessary).and under"Job Site Address"the applicant should write"allolocations in (city-or town)."A copy of the a£5.davit that has been officiallstamped or 'd by the city or town may be provided to the applicant as of that a valid affidavit is on file for tore permits o enses. A new affidavit must be filled out each year..Where a home owner or citizen is obtaining a Pcense or pemut t,related to any business or commercial venture (i-e.:a dog license or permit to burn leaves-etc.)sal person is NOT re ed to complete this affidavit The Office of Investigations would like to.thank you in advance for your operation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone-and fax umber: - , -�h��c��o�xw�akt.�Q��Iassaohl.�o - •; a laduAdalAce c e�ts�, 600 Washin Boston,MA 02111 Tel.##617-727-4900 W 406 c�r 1- MASSAFE Revised 11-22-06 Fax 9 617-727-7749 w.mass.gov/din BIKE Town of Barnstable Regulatory Services 9sn MASS,iE � Thomas F.Geiler,Director 6. Building Division Tom Perry,Building Commissioner 200 Main Street,_Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 March 12, 2012 Rebecca Perry PO Box 1268 Centerville, Ma. 02632 RE: 125 Oak St., Centerville Map: 173 Parcel:.015 Dear Property Owner: This letter is in response to application number 201200672'submitte&to construct an addition at the above referenced address. Unfortunately,the application can not be approved at this time because the construction documents are unclear and incomplete. The following items specifically need to be addressed: 1) Spans shown on the plan for beam#2 exceed the spans shown on the engineering calculations for the beam. ✓ 2) No provisions shown for the three=foot cantilever(or the lay over roof) in regards to 110 mph wind zone. 3) Massachusetts checklist not completed accurately. 4) Plans submitted are required to be stamped,signed, and dated by a Massachusetts registered engineer or architect because the design does not meet the prescriptive requirements. Please do not hesitate to contact this office with any questions. Respectfully, r L. La zon Local Inspector (508) 862-4034 f FLOOR SPAN TABLES AND.MATERIAL WEIGHT. S L/480 Lire Load Deflection a��rr•. . I Mltet'fa#`.4}Vtrigh$S Depth Tll® 40 PSF Live Load/10 PSF Dead Load 40 PSF Live Load/20:PSF Dead load (include TJI®weights in dead load 1 12"o.c. 16"o,c: 19.1°o c. 24"o.c. 2"o.c. 16"o.c. 112"o.c..'1 24'mc." calculations.—see Design Properties table 110 16 1I 15 6 lA 7 13 7 16'-11 15'-6 14 3 12 9" on page 3 forjoist weights):. I 914" 110 _ 179 163 154 14_3Y 17'9 16' 154 - WV 230 18 3 16'41 110 20 2° 18'-5° 17'4" 15-9"t1) 20'-2 17'-8 16'1 to 14-4°t0 I Floor Panels _ 210 21 1° 19 3 18 2" 16 11 21'-1 19'-3 l7 8 t 15 9 wrJ Southern Pine 11t/e°0560 0 21 8 19 10 18 8 17 5 21 8 19-10 18 1 16 7 ru °plywood..., 1:7 psf 22 11 20 11 19 8 I8 4 22 it 2.O psf 5/8°plywood.... ._. - 26 1 23-8° 22 4' 20 9 26'-1 23'-8 ; 22 4 20-999 110 22 10 20 11' 19 2' 17 2 to 22'-2 19'-2 17'6 to 15-0r61 Y'plywood.... ..............:...2.5list 210 23 11 21 10 _ 20 8 18 10 21 1 19 2 to t 16 7 ti) l�/s°plywood,... ... .. -_......3.8 psf 14" 230 ^ 24 8 22 6 21 2 19 9 tii 24 8 3 22 2 j 20 3 w 17-fi ur yr• 360 26 0 23 8 i 22 4 20 9 of 26-f} 23 8 22 4 to OSB 1.8 psf 17 10 to � ._.. .. - _ �, 5/a"OSB:....... ,. ........2.2 psf 560 29 6 26 10° 25-4" 23'6" 29'-6" 26'-f9 i 25'-4 m 20-lhu ""' ' 210 26 6 24 3 22 6 to 19 II'll) 26 0 22 6 m i 20 7 u) i 16 7°tiJ °OSB 2.7 psf i 230 27 3 24 10 _ 27-3 23-9 21 8 to 17 6"tii r/v'OSB ,..::.. ...3.1 psf 16° M56 28 9 26 3 24 8 to 21-5"0 18-9 26'-3 to 22 4 aJ 17 10 m` w.�,. 117s"OSB-....... P !- 32-8' 29$ 28'-0"�< 25-29u 32'8 29'-8" 26'3 iii i 20 llryu Based an:Southern lime-40 pc/for plywood, L/360 Litre Load:Deflection (Minimum Criteria per Code) ( 44pcf for 0SB 40 PSF Lire Load710 PSF Dead Load 40 PSF live toad/20 PSF Dead toad I Roofing Depth Tile 16"o.c.' I 19.2"o:c. 24°o_c. 12"o.c. 16"o.c. 19.2°o.c. 24°o.c. Asphalt shingles.........:.........2.5 psf 11 2° 15 8 1 14'-0" 18'-1' 15'-8' 14 3 12-9' Wood shingles:. ..................2.0 psf i �- 1 SW' 210 19 8 18 0 ! 17 0" 15 4" 19`-8 17 2 15 8 14.0 Y Clay file ...9.0 to 14.0 psf I 230 20 3 18 6 17 5° 16 2° ?0'3 18'11 14'-9" Slate VA'thick). ................15:0 psf 110 22 3 19 4 17 8 i 15 9wu 20 5 17 8' 16 1 nJ 14 4"al 21D 23 4 21 2 19 4 17 3 to 22-0 19 4 )7 g `-` Roll or Batt Insulation(1°thick): 15 9 to l lr/i 230 24 0 21 11 20 5 I 18 3.i 23'-7 20'-5 18 7 16 7 iu Rack wool..... .. .. ...0.2 psf 360 _25 4 23 2 27 10 20 4 to 25-0 y 23-2 ?1 10 nr 17 10!u glass wool t.... ......... ........0:1 psf 560' 28 10"w' 26-3 t 24'-9'� 23'-0" 28'-11Y Tm 28-8" m. ?4-9" _-_.J.-uJ 110 24 4 21 () 13 2,-� 17 21N 22 2 19 2 17 6(1) I5-0 w Floor Finishes _._. _.. 210 26 6 23 1 21 1 18 10 to 24 4 " 21 1 19'-2(1) 16 7 m Hardwood(nominal 11 ..........4.0 psf 14" 230. 27 3 2A 4 2? 2�t 19 10 ti) 25-8 22-2 20 3(1) 11 6 m 360 28 9 26 3 ? 24 9(u 21 5'tti 28-9 26 3 to Sheet vinyl .... 0:5 psf 22 4 uJ 17 10 ut 560 32 8 29 9 _ 28 0" 25'-2wtii 32'-8 19'-9 26'3°rrr i-20 11°iu Carpet and pad. 1.0 psf 210 28 6 24 8 22 fi tli 19 11 to 26-0 22'-6'41) 20'7 to 16-7'tu 1a"'ceramic or quarry tile....:...,,..16.0 psf. 18° 230 -30 1 26 0 23 9 21 l iti 27 5 23 9 21-8 to 17 6 iu Concrete: 360 ' 31 10 29 0 26 10 uJ' 21 5 m 31 Ilr 26 fD lrr 22 4 to 17 10'tu 580 3I'0°ili_ 25'-2"iti .- . . .. _.. _... ._ Regular(1°).... ...,.,.;..12:0 psf 36-i 31`6"rn 26'-3°tn 20'11°w Lightweighttl°)...............8.0 to 10.0 psf (1)Web stiffeners are required at intermediate supports of continuous-span joists when the intermediate bearing length is lessthan 514"and the span on either side of the intermediate bearing is greater than the following spans: Gypsum concrete(V)...............6.5 psf Tll® 40 PSF Live load/10 PSF Dead load . 40 PSF Live Load/20 PSF Dead load. Ceilings 12:'o.c.. 16"o.c., 1%2'o.c. 24'o.c. 12°o,c. 16°ox. 13.2"o.c. 24`o.c. Acoustical fitter the... 110 N.A. 4 N.A. N A 15-4° N A N.A. 16 0 1.0 psf 12 9" 210N.A. _ i_ 214 17 0 N A 21 4"Al 17 9„ 14 2' W gypsum board . ...... .. 2.2psf 230 N A. N A N A 19 2 N A ¢ N A 19 11 15 ' Ma"gypsum board 2:8 psf 360 M `I • A N.A. 24 5 24 5 16 3 N.A_ -r l _ _r . i ]_ - 910 � Plaster(1°thick).... . . ...: ..8:0 psf 560 NA . 29 10" 23-)0' N.A. � 29 40' 24- Long-tens deflection under dead load,which includes the effect of creep,.has not been considered.Bold ilaticspans reflect initial - i dead load deflection exceeding 0.33". i How to Use These Tables; General Notes 1. Determine the appropriate live load deflection criteria. ■ Tables are.based on:. 2. Identify the live and dead load condition.• -Uniform loads. —More restrictive of simple or continuous sp2m. 3. Select on-center spacing. Clear distance between supports(13fi"minimum end bearing), 4. Scan down the column until you ineet ur exceed the span lit your application. ■ Assumed composite action with a single layer of 24'on-center span-rated,glue- 5. Select TJI®joist and depth. nailed floor panels for deflection only:Spans shall.be redeced 6"when floor panels are nailed only. ■ Spans generated from Weyerhaeuser software may exceed the spans shown in Live load de/lectina is rrot the oNy factor mataffects how floor adll perform. these tables because software reflects actual design conditions. To more accurately predict ftar performance,_ For multi-family applications and other loading conditions not shown,referto` use our Tl Pre"Ratings Weyerhaeuser software or to the load table on page.5. Trus Joist°TJIO Joist Spedfier's Guide TJ-4600 Octaber 2011 _4 - r r Town of Barnstable Regulatory Services s w sAxxsrnsr,E, « Thomas F.Geiler,Director MAss. u►c,••� Building Division Tom Perry,Building Commissio,ner 200 Main Street, Hya,pms,`NU 02601 ; www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION. . Please Print DATE: 1 2- n Q JOB LOCATION: i � t( /.✓l(�> number - street' village M1 "HOMEOWNER": Q,� / -I �(0 / name home phone# work phone# CURRENT.MAMING ADDRESS: V wC. 12-Fa 13 a, city/town state zip code The current exemption for"homeowners"was extended to include-owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as. supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides.or intends to reside,on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit-to the.Building Official on a form acceptable.to the Building Official,'that he/she'shallbe responsible for all such work performed under the building permit (Section 109.1.1) i The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re ements.. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or.larger will be required to-comply with the State Building Code"Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that-"Any homeowner performing work for which a building permit is required shall be exempt from the"provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for.hire to.do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction_Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. 1n this-case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware:of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in.your community. Q:forms:homeexempY I Town of Barnstable -' Regulatory'Services ' 1Affi4SPABL% " iler, ireCtor Thomas F.Ge D mass. $' . s639• ��eo►�� Building Division Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 www.to wu.b arristable.ma.us j Office: 508-862-4038 Fax: 508-790-6230. r Property Owner Must Complete and"Sign This Section If Using ABuilder P P as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to wo authored b 4 building permit application for. ( ss of Job) I ! Signature of Owner Date E • r t f Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FO RMS:0 V01M"ERMISSION REBBECA PERRY 126 Oak Street,W.Barnstable,MA BeamChek v2011 licensed to;Phill Reg#2101-2918_ End cantilever box;1 OK dbl Beam 1 Date:2/02/12. Selection 1-314x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH=0.6 Ftl Conditions NDS 2005,Overhang Min Bearing Area R1=2.2 inz R2=7.4 in2 (1.5).DL Defl= 0.05 in. Data Beam Span 7.0 ft Reaction I'LL 1260# Reaction 2 LL 4350# Beam Wt per ft 4.16# Reaction 1 TL '2400# Reaction 2 TL 8120# Bm Wt Included 42# Maximum V 4370# Overhang Length 3.0 ft Max Moment 6896`#. Max V(Reduced) 3625# Total Beam Length 10.0 ft TL Max Defl L/240 TLActual Defl L/985 OH TL Actual Defl, L/756 LL Max Defl L/360 LL Actual Defl L/>1000 OH LL Actual Defl L/>1000 Attributes Section(in) Shear Pn TL Defl(in) LL Defl OH TL Defl OH LL Defl Actual 24.96 16.19 0.09 0.03 0.10 0.05 Critical 22.19 12.08 0.35 0.23 0.30 0.20 t Status OK OK OK OK OK OK Ratio 89% 75% 24% 15% 32% 25% Fb(psi) Fv(psi) E(psi x mil Fc--L(psi) Values Reference Values 3600 450 1.9 1100 Adjusted Values 3730 450 1.9 1.100 Adjustments CF Size Factor 1.036 Cd Duration 1.00 1.00 �E Cr Repetitive 1.00 I Ch Shear Stress NIA ` Cm Wet Use 1.00 1.00 1.00 1.00 l -Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft 1 Cl Stability @ OH 1..0000. Rb 0.00 Le=0..00 Ft Loads Uniform LL:513 Uniform TL:963 =A (Uniform Ld:on Backs an Point LL Point TL Distance Par Unif LL Par Unif TL Start End F=128 (OH) 3.0 513 K=963 (OH) 0 3.0 480 G=720 (OH) 3.0 Uniform Load A K Pt loads: G 0 _ 0 R1 =2400 fi. R2=8120 BACKSPAN=7 FT OH=3 FT Uniform and partial uniform.loads are lbs per lineal ft. Overhanging load distances-are from R2.. r T Rebecca Perry 125 Oak Street,W. Barnstable, MA BeamChek v2.4 licensed to:Phillip C Birchall Reg#2101-2918 @ removed wall,SS design Date:3/15/12 Selection (3) 1-3/4x 9-1/2 1.9E TJ Microllam@ LVL Conditions Min Bearing Area R1=6.2 in. R2=6.2 in DL Defl 0.14 in Data Beam Span 10.5 ft Reaction 1 LL 2704# Reaction 2 LL 2704# Beam Wt per ft 12.81 # Reaction 1 TL 4661 # Reaction 2 TL- 4661 # Bm Wt Included 135# Maximum V 4661 # Max Moment 12235'# Max V(Reduced) 3958# TL Max Defl L/240 TL Actual Defl L/370 LL Max Defl L/360 LL Actual Defl L/639 Attributes Section(in') Shear(in2) TL Defl (in) LL.Defl Actual 78.97 49.88 0.34 0.20 Critical 54.70 20.83 0.53 0.35 Status OK OK OK OK Ratio 69% 42% 65% 56% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Base Values 2600 285 1.9 750 Base Adjusted 2684 285 1.9 750 Adjustments CF Size Factor 1.032 Cd Duration 1.00 1.00 Cr Repetitive 1.00 g Ch Shear Stress 1.00 Cm Wet Use 1.00 .1.00 1.00 1.00 Cl Stability 0.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform LL:515 Uniform TL: 875 =A Uniform Load A R 1 =4661 R2=4661 SPAN = 10.5FT Uniform and partial uniform loads are lbs per lineal ft. Notes Beam designed Single Span, installed over 2 spaces to lessen deflection r 0 ,. AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph mind Zone Massachusetts Checklist for Compliance (780 CMR 5301.2.1.1)1 Check 1.1 SCOPE Compliance Wind.Speed(3-sec.gust)............ ..._.............::................................ ......................................m..........110 mph X WindExposure Category................................ .............................---- ---:.:'.....................................................B X 1.2 APPLICABILITY (rev 3/15/2012) Number of Stories .............................................................:(Fig 2)...................:....:... 2 stories _<2 stories X RoofPitch ..........................................................................(Fig 2) .................:......................... 4 <_12:12 X Mean Roof Height ................................................ .....(Fig 2)....................................... 20 ft<_33' X Building Width,W ........................................:......"-----....(Fig 3).............................. 18 ft<_80' X Building Length, L ....................:....................................(Fig 3)..........................:. 22 ft<_80' X Building Aspect Ratio(L/W) ...............................................(Fig 4);.............................. 1.22* _<3:1 X Nominal Height of Tallest O enin 2 ...........................: _6'8" X 9 p 9 (Fig 4)....:........... ...... < 1:3 FRAMING CONNECTIONS `design @ 1.25 General compliance with framing connections....................(Table 2)................................................................ X 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.....................................................................................................:...... :. X_ -Concrete Masonry..---•..............................................: .........._.............. NA 2.2 ANCHORAGE TO FOUNDATION',3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ..........................................(Table 4)....................................... 45 in. X Bolt Spacing from endfjoint of plate ............................(Fig 5)..:......................... 6 in::56"—12" X Bolt Embedment—concrete..........................................(Fig 5)....................................:7+ in.>_T' X Bolt Embedment—masonry.........................................(Fig 5)............................................ NA in.>_15" X PlateWasher...........:...E..............................................(Fig 5)...............................................>3"x 3"x Y". X 3.1 FLOORS(rev 311512012) Floor framing member spans checked ............................... (per 780 CMR Chapter 55) ................................X.... Maximum Floor Opening Dimension..........................(Fig 6)_ 0 ft<_12'or L/2 or W/2 X Full Height Wall Studs at Floor Openingsl less than 2'from Exterior Wall(Fig 6)............................ X Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig ... 3'ft_<d* X Maximum Cantilevered Floor Joists " Supporting Loadbearing Walls or Shearwall................(Fig 8)..................:................................. 0 ft sd X Floor Bracing at Endwalls...................................................(Fig 9)........................`........................................... X Floor Sheathing Type 3.................:......... .....:...........: (per 780 CMR Chapter 55.......... p ) .................................... g ................(per 780 CMR Chapter 55)....................... 3/4' in. X Floor Sheathing Thickness ............................... . Floor Sheathing Fastening..................................................(Table 2).. 8 d nails at 6 in edge/ 8 in field X *carried on box girt(gable wall) 4.1 WALLS Wall Height Loadbearing walls .......... .......... ....................... (Fig 10 and Table 5 7-2.5" ft <_ 10' Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... 7'-2.5" ft :520' Wall Stud Spacing ........................._...................I...........(Fig 10 and Table 5)...:............... 16 in.:524"o.c. X Wall Story Offsets .......................................................(Figs 7&8)...................... ...... 0 ft <_d X 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls.......................................................(Table 5)....'.........................2x 6 7 ft 2.5 in. X Non-Loadbearing walls...........'.......................7..........(Table 5).......................... 2x 4 7 ft 2_5 in. X Gable End Wall Bracing' Full Height Endwall Studs..................................... (Fig10)................................................................... X WSP Attic Floor Length................................. ... (Fig 11).................. 22 ftM/3 X Gypsum Ceiling Length(if WSP not used)..... (Fig 11).............:............................. 22 ft_>0.9W X 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. :. (Fig 11).................................... X_. Double Top Plate Splice Length .........................................................( g ).............. . Fi 13 and Table 6 .:..................... 6 ft X Splice Connection (no. of 16d common nails)..............(Table 6).......................... . ....:.:.... 8 X f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checldist for Compliance (780 cMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)..............(Table 7)........................................................ 2 Non-Loadbearing Wall Connections Lateral(no. of endnailed 16d common nails)...............(Table 8).:...................................................... 2 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans .......................................................(Table 9).................................. 3 ft 2_5 in.:511' X Sill Plate Spans ........................................................(Table 9).................................. 2 ft 6 in. <_11' X Full (Height Studs no. of studs))...................................(Table 9)....................:................................... 2 X Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9).................................. 2 .ft 8_5 in.512' X Sill Plate Spans...........................................................(Table 9)...........-- --..................—ft_in. 5 12" X Full Height Studs(no. of studs)....................................(fable 9)....... ....:......................... 2 X Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously Minimum Building Dimension,W(=18') (rev 3/15/2012) Nominal Height of.Tallest Openingz .............................'..................................................:'8" X SheathingType..............................................(note 4)........................................ X Edge Nail Spacing......................'...................(Table 10 or note 4 if less)...............:........ 4 in. X Field Nail Spacing..........................................(fable 10)................................................. 12 in. X Shear Connection(no.of 16d common nails)(Table 10)......................................................... ....................................................... 2 X Percent Full-Height Sheathing.......................(Table 10)....,...............................60%req,61%actual X 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... X Maximum Building Dimension, L(=22')(rev 3/15/2012) Nominal Height of Tallest Opening2........................................................................._�68" X SheathingType..............................................(note 4)...................................................... X Edge Nail Spacing..........................................(Table 11 or note 4 if less)........................ 6 in. X Field Nail Spacing p g..........................................(Table 11)................................................. 12 in. X Shear Connection(no. of 16d common nails)(Table 11)........................................................ 2 X Percent Full-Height Sheathing........................(Table 11)..................................... 54% req, 77016 actual X 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... X Wall Cladding Ratedfor Wind Speed?...... ....................................................... •-•.---.......................:................................. X 5.1 ROOFS Roof framing member spans checked?..............(For Rafters use AWC Span Tool, see BBRS Website) X Roof Overhang .....................................:........ (Figure 19)..............0.2 ftsmaller f 2'or U3 X Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(fable 12)..................................I.........U= 170 plf X Lateral....................................:........(Table 12)..............................1..............L= 132 pif X Shear.;.......................... ..................(fable 12)............................................S= 58 Of X Ridge Strap Connections, if collar ties not used per page 21... (Table 13)..................... ...T= 145 plf X Gable Rake Outlooker.:................................(Figure 20).............. 0.2 ft:_smaller of 2'or L/2 . X Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift......................:.........................(Table 14).............................................U=NA lb. X Lateral(no.of 16d common nails)...(Table 14).......................................L=NA lb. X Roof Sheathing Type............................................(per 780 CMR Chapters 58 and 59).................. X Roof Sheathing Thickness........................................... ........................................... 5/8 in. >_7/16°WSP X Roof Sheathing Fastening ...........................................(Table 2).......................................................... 8d X Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20"Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per Figure 18a 2. Exception: Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness. pressure treated#2-grade. AWC Guide to Wood Construction in Nigh Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o CMR 5301.2.).1)� 4. a. From Table 10 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v.. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d. staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o cMR 5301.2.1.1)1 -WHEN THISEDGERESTSON FRAMING USE 8d NXIS AHi"o.c. - 11 11 If t u 11 la II 11 11 I Ij It 11 11 11 11 tl 11 N 14 I 11 11 1 11 11 11 1-1• ] 11 11 11 11 11_ ri n-I it U'n 1 I I c 11 11 II IZ 11 j< �1 11 n IL 1 11 U Q. 11 11 I ID •• 1 1 W 1 1....J r� 11 " W Un Ijl it tl IIfil It tl lr 11 Il l ., ' 11 IU It 11 t 1 1 11 Jl . T•------1 1 J 11Tl�■7�r� .� -... ✓...............: .... •��� _ MAILSPACM PANE I,/ See Detail -on Next Page Vertical and Horizontal Nailing for Panel Attachment i ' AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (78o cMR 53101.2.1.1) Za , � 111 ao � i i d C`J4 i i + FRAMING MEMBERS i I EDGE no-EmEm-m `" F I JAY MIN STAGGERED 3"MIDI NML PATTERN P►tNEL PANEt 1;DGE -- DOUBLENAILEDGE SPACIIIG DETAL Detail Vertical and Horizontal Nailing for Panel Attachment °F1HErti The Town of Barnstable BAR SS: E.� MASS: Department of Health Safety and Environmental Services 9 MASS. �A 6}9• �0 lE�MP'�a, Building Division - 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection FmMC Location t2,5- a k S Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: D(,.i sm-b TzA4 P S NEED To Qom+ Loc-kr'y 1.�J Q�4TH V POE.€ZS ' -b UG--Arl- t�L COOLS' Dtom?',DEC) S e�►� c.a 0 LI h.,n 5 t&J ` V b e A- +aL I ItJ n Cr&w S 4C� F,tirr-j ,N E:r=4)5 V E+eT-F-scA"T1 o ra 8Y F_IJG.ir3 EEV� F:D 2 Please call: 508-862-4038 for re-inspection. Inspected by Date �A h CAPE coo. :' v INSULATION MUG"s uuu" SP"TFO" sum"M "ns Olilrt•s INf -m cuu Has 1-800-696-6611 Job Location 19, S C)Ak S Builder Info c A- A. __.. _.� ....a- tom. � �.... .... �.... � .....- . -..... ...... .... ..... .._.. ... .��.. �_ • Y S !..F Cy T-{a\�balanc6 Com nyName ` Phone Number Date Spray Foam insuiation „-��'� % �. I' f c.b.,Co» Applicator Name �, Applicator Signature E Location of insulation Thickness Total R-Value per ESR 2600 , Approximate Sq. Ft. Walls 5 %a- �� 0�-� =� `j S (.o C) Attic `IZfX�� li ii L„� 5 3 0 Cathedral Ceiling Intumescent Coating Used Location Thickness/Coverage Rate R-Value=4.45 @ 1" Tensile Strength=3.87 psi Density=0.6-0.8 Ib/ft3 Compressive Strength=1.86 psi Demilec Batch# 2—P 3 3'-6" (2) TRUSLOCK EACH WALL STUD 3'-0" 2x6016" O.C. I- 2 0 --� WOW O.C. SIMPSON HURRICAN CLIP EACH RAFTER ALL BOLTS 6" TRUSLOCK BOLTS (2) 2x6 BEAM 44 BRACKET (3) TRUSS LOCKLOCK 4x oo BOLTS IN WLLL 4x DIAGONAL TO 4XWALL/TOP (2) PAIRS OF (2) INTO 2x BEAM o0 00 LINE OF 4x (2) TRUSS LOCKLOCK 4x DIAGONAL (3) s o BLOCKING, (1) BLOCKING TO 4x, BOLTS EACH END I `V Li (3) TRUSS LOCKLOCK 4x fD DIAGONAL TO 4XWALL/TOP (2) TRUSS LOCKLOCK 4x BLOCKING, (1) BLOCKING TO 4x CANOPY SIDE ELEVATION CANOPY FRONT ELEVATION JOB: REBECCA PER Y JAM ES D SMITH AI A 125 OAK STREET WEST BARNSTABLE MA 35 LOTHROP'S LANE 9/10/12 NOTE WEST BARNSTABLE, MA 02668 S K - 2 508-367-8920 SCALE 1 2"=1'-0" y 4'-7 7/8" 4'7 7/8" T- DECK FRM _ — I .-QEQK FRM / � I �REVI�ED GRADE OEAM I l li I O' li I i II.: I I I a m II I I e I w I, a s o z T— N Z V) -- --- a: a 0 m I a L — ( I I L � - - - �- - - I z � � N — — — THIS . .DE PER PLAN � - _CK FOUNDAl10N REMSED DECK F . NOTES: DE 1) ALL REBAR #5 SCALE 1./4" = 1'-0" SCALE 1/4" = 1'-0" 2) CONCRETE 3000 PSF ANCHOR BOLT FOR 3) 8" 'SONO TUBES AND BEAM ONE POUR N ABU POST BASE •- 4) LOAD ON POST: <500# 'UPLIFT <250# PROPOSED R o " G DE N' (2) V REBAR TYP EXIST 4j________________ _ 'I GRADE - - - EXISTING SEPTIC TANK 00 1 II . II N II II r n Q. II II V J - t5'-8" uij w m 0 SPANDREL PLAN" SPANDREL. ELEMON o z 00 SCALE 1/4 = 1 -0 SCALE 1/4 = 1 -0 0 m M -� (n 00 Lo 0 i � pP k9 1 EXISTING CONCRETE FOUNDATION h5 1��9 0 o & Comm _ U DMEjUNG OF�� U FNDN. ea8. ,& a+ MAP 173 �A. PCL 15 r�i Aa AL yQ # 125 N IL (pc9�QYIL ,1IL J AL AIL AL DCE #09-196 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 125 OAK STREET WEST BARNSTABLE„ MA SCALE : 1" = 60' DATE NOVEMBER 12, 2009 PREPARED FOR: REFERENCE : ASSESSOR'S MAP 173 PARCEL 15 REBECCA PERRY DEED BOOK OF Mqs I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE o� ,DANIEL y� GROUND AS SHOWN HEREON. off 508-362-4641 v OJALA fax 508-362-9880 N0.40980 downcape.com a �v OWS Cope edaineerina,inC, f civil engineers (1_�'L—1160c� land surveyors 939 Maln Sheet (Rie 6A) YARMOUWORT MA 02675 DATE REG. LAND SURVEYOR TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel-0 Application # 0r) (p1 Health Division Date Issued s(d Conservation Division Application Fe Planning Dept. Permit Fee -3 Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis (� Project Street Address iz< Village Owner Address V Telephone �7� " Permit Request r - Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new I°Q7( Zoning District )e C, Flood Plain Groundwater Overlay Project Valuation 37 ,OWa Construction Type WonrA -�q � Lot Size 3 , Zb ACRIU�zz Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure 19134 Historic House: ❑Yes KNo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl � ❑Walkout ❑ Other s t' 4 n Basement Finished Area(sq.ft.) ID Basement Unfinished Area Qaft) Number of Baths: Full: existing new Half: existing =.,, new- -n Number of Bedrooms: f7 - existing _new , Total Room Count (not including baths): existing new 1 First Floor Roo Count ' L1 q9 c Heat Type and Fuel: �'Gas it ❑ Electric ❑ Other , , w Central Air: ❑Yes `W No Fireplaces: Existing New Existing woo /coal sto2new ❑Yes ❑No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: existing size Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION ` - m-- -(BUILDER OR HOMEOWNER) Name A604 Telephone Number Address 2_46 License # ZI Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CW.ZeAla" (005;& SIGNATURE DATE (� Y' FOR OFFICIAL USE ONLY '.E APPLICATION# - DATE ISSUED MAP/PARCEL NO. - ADDRESS VILLAGE. OWNER` , DATE OF INSPECTION: f FOUNDATION Uo`1 FRAME SIA ij 65 OR $ BF ' A,A ' INSULATION M llllbtl o I 0 ~ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ry FINAL BUILDING 311 0 DATE CLOSED OUT ASSOCIATION PLAN NO. - The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Y Boston, MA 02111 - 40 � f www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): ko-eka"t'.) Li Address• b U7 D City/State/Zip: Phone #: "7�b- 13U Are you an employer?Check the appropriate box: _ Type of project(required): 1.❑ I am a employer with 4. 0 I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. 1C.New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in an capacity. employees and have workers' Y P Y 9. ❑ Building addition [No workers' comp. insurance comp, insurance.f required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3 17 ] I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself [No workers' comp. right of exemption per MGL• 12.❑ Roof repairs, insurance required.] t c..152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lie. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c ti under the p ' sand penalties of perjury that the information provided above is true and correct. Si nature: Date: t Phone#: 11112_1)- -6 Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide porkers' compensation for their employees. `Pursuant to this statute,an employee is defined as"...every person in the s vice of another under any contract of hire, express or implied, oral or written." An em" layer is defined as an individual, partnership, association, corpo tion or other legal entity, or any two or more of the fo Xgoing engaged in a joint enterprise, and including the legal rep esentatives of a deceased employer,or the receiver or rustee of an individual,partnership,association or other leg entity,employing employees. However the owner of a dv�,elling house having not more than three apartments and ho resides therein,or the occupant of the dwelling house.of another who employs persons to do maintenance, co struction or repair.work on such dwelling house or on the grounck building appurtenant thereto shall not because of s ch employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licen ing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construe buildings in the commonwealth for any applicant who has not produced acceptable evidence of complian a with the insurance coverage required." . Additionally,MGL chapter 152, §25C(7)states"Neither the commo wealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acc ptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting uthority." Applicants Please fill out the workers compensation affidavit comple/ensation checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s)name(s),address(es)ae number(s) along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limitedy Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' co insurance. If an LLC or LLP does have employees, a policy is required, Be advised that this affida be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also bo sign and date the affidavit. The affidavit should be returned to the ci or town that the a licat�ion for the license is being requested,not the Department of h PP P g q P Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the n I ber listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials /dn Please be sure that the affidavit is complete nte legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the evenff e o°f Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license nu ich wi be used as a reference number. In addition, an applicant that must submit multiple permit/license apps in any g'�en year,need only submit one affidavit indicating current policy information(if necessary)and under te Address" e applicant should write"all locations in (city or town)."A copy of the affidavit that has beenlly stamped o�narked by the city or town may be provided to the applicant as proof that a valid affidavit is on future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtalicense or permitnRt related to any business or commercial venture (i.e. a dog license or permit to burn leaves et person is NOT requ3 ed to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's'address, telephone and fax number: 1 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel.# 617-�2.7-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax# 617-727-7749 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR.ENERGY EFFICICIENCY FOR ONE, AND TWO- lfMY DETA IED RESIDENTIAL'CONSTRUCTION (7ao c1Yru 6x.00) Applicant Name: Site Address: 0 pr,r Town: m Applicant Phone: '� 1 Applicant Signature: Date of Application: v NEW CONSTRUCTION: choose.ONE of the fo ow two'o Lions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVEL OPE CO I.P ONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS —MAXIMUM 'MINIMUM Ceiling or Slab Option 1: Basement Fenestration exposed Wall Floor Wall 1'erirneter AF-UE HSFF SEE] U-factor floors R-Value R-Value R-Value R-Value R-Value and Depth National Applianco•Sncrgy 3 5 R-3 8 R-19 R=19 R-10 R-10, Conscrvation Act(NAECA)of 4 ft. 1987 as amcndcd,minimums or catcr as applicabIr Note: This form is not required if you choose either of the two versions of REScheck as listed below. Q0 tion 2: REScheck Version 4.1.2 or later variant software analysis must be completed p 780 CMR 6107.3.2) , REScheck—Web which can be accessed at http•//www.entrgycodcs.goy/rrsrheck/ AbbX��O OR�AYIX'k�.TIONS.TO EXISTING BIJ7Y,Dl1 GS.O:-ER*5 FEARS OLD* *buildings under S years old must use option#1 or 42 in New Construction section above. Complete the following fornula to determine the %o of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b _ a) SF 100 x = % of glazing (b) Glazing area equals SF 6 a If 'lazing is<q 0%.use the chart below. If gla±iDg is > 40 % rQc ec6d to "SUNROOM" section 780 CMR TABLE 6101.3. PRESCRIPTIVE ENVELOPE COMP ONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAZ BUILDINGS MAXIMUM ' � MINIT�iIM . Ceiling and Slab Perimeter ❑ Fenestration Wall Floor Basement Wall R_Value U-factor Exposed floors R-Value R-value R-Value R-Value and Depth .39 R-37 a R-13 . R-19 R-10 R-10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, not com ressed over exterior walls, and includi ig any access openings). ' SUNROOM=An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. Note: Owner to fill out Cons mer Information.Form found in A.2ptndix 120T H try Town of Barnstable of y�P o Regulatory Seirvices &kRNS.AaLe, Thomas F. Geiler,Director MASS. � 16yq. ,m� Building Division Areo hkAy" f Tom Perry,Building Commissioner 200 Main•Street, Hyannis,MA 02601 - ww.town.barristable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOAH;OWNER LICENSE EXEMPTION s Please Print DATE: JOB LOCAT70N: I �/ �L(/l ik A 0-t numbFr treet Q �( 2 village --"HOM$OWNER': name tome phone# work_pbonc# CURRENT MAILING ADDRESS: 02(o`3 city/tow state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as- supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling; attached or detached structures accessory to such use and/or farm structures. A. person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations: The undersigned"homeowner"certifies that_he/she,understands the Town of Barnstable Building Department inspection procqdufes and requirements and that he/she will comply with said procedures and r e e ts. Signa'dirc of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control, HOMEOWNER'S EXEMPTION .The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if thehomcowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption arc unaware that they are assuming the responsibilities of a supervisor(sce Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the rtsponsrbiliues of a Supervisor. On the last page of this issue is a_form currently used by several towns. You may care t amend and adopt such a form/ccrtification for use in your community. I Q:forms:homccxcmpt Y► r Town of Barnstable Regulatory Services RARN L� Thomas F Geiler,Director 4' fo 06 Building Division Torn Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: S08-790-6230 Property Owner Must ' Complete and Sign This Section if Using A Builder as Owner of the subtect property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job Signature of Owner Date r Print Name . If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 1 7 3 Parcel Application # �� Health Division Date Issued Conservation Division Application Fee ` Planning,Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/ Hyannis I Project Street Address .' O>Q ' Village Owner Address 1. j n,a, (NF Telephone 7 ermit Request 2 -r , Q -+l�l blabtPA AlAAAAA �► t86 . C.on , W i!s �, i5 rim To . n i6Ye IS ,�g��, Square feet: 1 �floor: existing IS bOproposed 10c6 0 2nd floor: existing proposdd iS i& Total new 12.0 Zoning District R C, Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size tj zq Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) o i Age of Existing Structure /'-S Historic House: ❑Yes U No On Old King'sA hway: OlYes AfNo Basement Type: VFull ❑ Crawl ❑Walkout ❑ Other 0 Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: %3 existing —new .00 Total Room Count (not including baths): existing _�new First Floor Room Count Heat Type and Fuel: X Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes �4 No Fireplaces: Existing New I Existing wood/coal stove: ❑Yes No Detached garage: ❑existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No if yes, site plan review# Current Use- &-ideAla-0, Proposed Use le .a, APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number ,Ou �J7—Zw' 2.4 Address C cac, t License # 6 nt L imp CZ P,,3 Z. Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO nk SIGNATURE DATE Cillo io t_ f FOR OFFICIAL USE ONLY z REPLICATION# s DBE ISSUED - MAP PARCEL NO. ADDRESS VILLAGE OWNER k ` DATE OF INSPECTION: FOUNDATION FRAME RAeP 549MW.44 Ato tbla+ INSULATION t► /b'oy FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 3 I1 DATE CLOSED OUT ASSOCIATION PLAN NO. { r ' ,per The Commonwealth of massachuseiV \ Department ofXndustrialAccidents r Office of Investigations' 600 Washington Street Boston, MA 02111 ,� t� �°y • - wwlv.frtass.gav/dia • . Workers, Com,ensatio, Insurance Affidavit: Builders/Contractors/Electriciaus/Plumberg A licant Information Please Print Y,e ibl Name (Business/Organizadon/Individual): `f Address: ZtS O C�;(�ry D B®k l� U ff� City/State/Zip: �LQ� ( ,3ZPhone.#: Are you an employer? Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4• ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part;tim.e).*` have hired the sub-contractors listed on the'attached sheet. T.NRrImodeling ..2.❑ I am a�oleprpprietor or'parti]cr-' These sub-contractors have ship and have no employees - 8. •❑Demolition , working for me.in any capacity. employees and have workers' 9 Building addition [No workers'•comp.•insu.rance comp. insurance. S. ❑ '10.N.Electrical repairs or additions required.] We are a corporation and its. officers have exercised their 11�®Plumbing repairs or additions 3V I am a homeowner doing all work • myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs, - insurance required] t c. 152, §1(4), and we have no employees. [No workers' 13:❑ Other ' comp, insurance required.] *Any.applicant.that cheeks box#1 Must also tail out the section beiow showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing ail work and then hire outside contractors must submit a new affidavit indicating such. XContractors that check this box must attached on additional sheet showing the name of the sub contractors and state whether of not those entities have employees. If the sub-contractors have employees,they must providb their workers'comp.policy number. lam an employer llfat is providing workers' compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lie.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of crimiri4l penalties of a finq tip 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. r. Be advised that a copy of this statement maybe forwarded to the Office of of up to$250.00 a day against the violato Investigations of the I)IA for insurance coverage verification, and penalties ofperjury that the information provided above is true and correct. I do hereb ce ander the Pon �l • • Date: O — Si ature: Phone #: Official use only. Do not write in this area, to be compleled by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): .1.Board of health '2.Building Department 3. City/Towri Clerk 4.Electrical Inspector 5.P77Ingpecf.or information and st�Uctl®ems Massachu tts General Laws chapter 152 requires all employers to provide W in.the orker anothepr unde o any contact o loyees. Pursuant to s statute, an employee is defined as "...every person express or imp d, oral or written." An employer is de d as "an individual,partnership, association, corporation or o er legal entity, or any two or more of the foregoing enga din.a joint.enterprise, and including the legal representative of a deemployees.ceased lHoweveoyer, or rhthe receiver or trustee of an dividual, partnership, association or other legal entity,e ploying owner of a dwelling house ving not more than three apartments and who resid therein, or the occupant of the dwelling house of another wh employs persons to do maintenance, con, or repair work on such dwelling house of on the grounds or building a urtenant thereto shall not because of such e ployment be deemed to be an employer." MGL chapter 152, §25C(6) also scat that"every state or local Ii'censi g agency shall withhold the issuance or renewal of a license or permit to ope to a business or to constru . buildings in the commonwealth for any applicant who has not produced•accep bie evidence of compli ce with th6 insurance coverage required." Additiorially,MGL chapter 152, §25C(7) s fes"Neither the co onwealth nor any of its political subdivisions shall . enter into any contract for.the performance with the insurance o ublic work un ' acceptable evidence of compliance requirements of this chapter have been presente to the con acting authority. Applicants ' coro ensation affidavit co p tely,by checking the boxes that apply to your situation and, if e out the workers p o Pleas fill necessary,'supply sub.conti'actor(s)name(s),•address s)an phone number(s).along with their certificates) f insurance. Limited Liability Companies (LLC) or mited Li ility Partnerships(LLP)with no'employees other than the members or partners, are not required to carry oes have woz ers' co ttO�subzaitted to the Dep insurance. If an Caztment o or LLP f Industrial employees,a policy is requiz'ed. Be advised that is affidavit ma Accidents for confirmation of insurance covera e. Also be sure to ' u and date the affidavit. The affidavit should be returned to the city or town that the applic on for the permit or e e is being requested,not the Depoartmesn�t of Industrial Accidents. Should.you ha ons regarding the law or' you are require p ease call the Dep cat at the nTurtber listed below. elt insured companies sh cornpowatinxrpolicy, ould enfer self-insurance license number on the ap opriate line. City.or Town Officials Please be sure that the affidavit is omplete'and printed legibly. The Department hasp vided a spacegthe etap bottom of the affidavit for you to t. fill out the event the Office of Investigations has to contact y regarding pp Please be sure to fill in the pe t/Jicense number which will be used as a reference number. In addition, an applicant that must submit multiple pe 't/license applications in any given year, need only submit one idavit indicating current oor policy information(ifnecess•ry) and under"Job Site Address" the.applicant should write"all to tl asinprovided to the town);".A copy of the affid t.that has been officially stamped or marked by the city or town may es. A new affidavit must e applicant as proof that a v�id affidavit is on file for future permits or Licens out each year.Where a horzte owner or pitizen is obtaining a license or permit not related to any business or co . crcrcial venture (i.e. a dog license or pe�` 't to burn leaves etc.)said person is NOT required to complete this affidavit Investigations would like to.thank you in advance for your cooperation and should you have questions, The Office of t; please do not hesitate to give us a call. The Department's address, telephone-and fax number: Tho 0 C •mmonwealth of Ma,-, wkusnt-ts • Department of industr al Accidents Office of zn�es�igat�ons 600 Washington StmC`t Boston, MA 02111 Tc1. # 617•-727-490.0 ext 406 or 1-877-MAS.SAFB Fax #'617-72777749 Rs.�nrfft � t_77-n�1 ...Y....r m7CQ f7(1Z/�rll� ]ENRRG'Y CONSERVATION ABPLICATSON FORM FOR ENERGY EFFICICZENCY FOR ONE; AID TWO-FA_MT .L�Y DETACaED RESIDENTIAL CONSTRUCTION (7ao clvr>t 5�.00) Applicant Name: c Site Address: 12,5 ®ctksfi prim Town: �y Applicant Phone: 3216 Applicant Signature: ' Date of Application: f� NEW CONSTRUCTION: choose ONE of the following two'o tions 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAIY[M Y BUILDINGS 1,�czMUM 'MINIMUM ' Ceiling or Slab Basement Option 1: Fenestration exposed Wall Floor Wall perimeter AF•E HSPF U-factor floors R Value R-Value R-Value R-Value R�Value and Depth National Appliance a R-10) conscrYatioh Act(WJ 35 R-3 8 R-19 R-19 R-10 4 ft . 1987 az omrndrd,mini cattr as a licablc Note: This form is not required if you choose either of 63 two versions 6fREScheck as listed below. El Option 2: til RES check Version 4.1.2 or later variant software analysis must be completed 780 CMR 6107.3.2 REScheck—Web which can be accessed at http,//www.,-nrgycc)di-,s.gc)v/rcscht-,rki AAbI�Z OIVS bR A T RA ZOl�S.TO E�[STING B l)rNCS.O R 5 25 OLD* *)3uildings under 5 yearn old must,use option#1 or 42 in New Construction section above. Coinplete the following formula to determine the %o of glazing: •(a) Gross Wall & Ceiling Area equals Formula: (I00 x b_ a) �SF 100 x •1 % of glazing 'b p (b) Glazing area equals _SF If glaz uge the chart below, If gla±iDg is > 40 % rgcee,'d to "S fJNR00M" section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COW ONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUMDDNGS MAXIMUM MINIMUM ❑ =Expostodd Slab Peru FenestrationWall Floor Basement Wall R_•Val R-Value R-value R-Value>1-factor and De .39. . R-3 7 a R-13 • R-19 R-10 R-10, 4 a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e, not corn ressed over exterior walls, and including any access openings). ' SUNROOM—An addition or alteration to an existing buildingldwelling unit where the tot glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of t addition. Note: -Owner to fill out Cansc�r�zer"I�iforircaliort,Farm "found in Appendix 1201 ... - •h 4 Town of Barnstable ��zlu:ram, Regulatory Services Thomas F. Geiler,Director i lARN6'TAHLE, • . "65 Building Division ATfD a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA'02601 www,town,barnstable.ma,us Fax: 508-790-6230 Office: 508-862-4038 - _ — —_ --HOMEOWNER LICENSE EXEMPTION , q Please Print DATE: Wit 1 o JOB LOCATION: I :ZG co-r— � rrber street village "HOMEOWNER": work hone# name home phone# P CURRENT MAILING ADDRESS: d �(D tpc Ll �An4 023,6 3 state cityltown z:pbode The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year.period shall not be considered a homeowner, Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and-requirements and that he/she Witt comply with said procedures and ar irer irements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowncrperforming work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such. work,that such Homeowner.3hall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this.case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisoris ultimately responsible. . . ' To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that brlshe understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns, You may care t amend and adopt such a form/ccrtification for use in your community. Town. of Barnstable Regulatory Services �AAtrsTADt E, Thomas V, Geiler,Director �F1) q Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 *",town.b arnstab le.ma,us Office: 508-862-4038 Fax: 508-790-6 Property Owner Must Complete and Sign This Section If Using A Builder R r , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work a orized by this building permit application for. (Addres of Job) Si e of Owner Date Print Name If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Permit# .� � ,Health Division Ok Date Issued ,�.-Cohservation Division CA fZg Fee Tax Collector (,W � �1" �� •ro Q�� Treasurer Planning Dept. :) � I r c t , l ,.r . 2001 Date Definitive Plan Approved by Planning Board I 2001 Historic-OKH Preservation/Hyannis Project Street Address 4 !!;� 0A k S-r Village AM RT A A Ka"0--iC/ Owner C L,��c.G d—/L' �`i/ Address /0/<S 720/a� Telephone S I 1/� ' �3 4/9 ,� Qma>r►° �. J Ro Permit Request IVC-W C6UW&1,0*J,0A1 UVOC-4 C-0i51i14,2a � _- IVL40r`>rlkt1L 0s� I l3 6 J Ak /d I_,1tJ1tV7 jeaom Square feet: 1st floor: existing proposed/3yrU 2nd floor: existing 9 Vb proposed % 01 Total new Valuation <60J ti Zoning District _ 20�,. Flood Plain Groundwater Overlay Construction Type 141 �Y'M9 Lot Size .7' `l Pres Grandfathered: ❑Yes 8 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure % Historic House: ❑Yes On Old King's Highway: ❑Yes Erlqo'- , j Basement Type: nFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) `1- 4V s Number of Baths: Full: existing / new / Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new I First Floor Room Count 3 Heat Type and Fuel: 3/Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes �'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:(J existing ❑new size Shed:2/existing ❑new size 9WI) Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Flo If yes, site plan review# Current Use je,., rglni I1/ Proposed Use S/�VJc ie-i r al/ !Z ��c-c,1t�- �1 C� ,..BUILDER INFORMATION Rfep_Name �- S 2J;f_/_UL A( Telephone Number ��� y�` v70� 0✓ Address v �tl P `T , License# 505y37Y' ,� 6 G� h /�� Home Improvement Contractor# / rf t `¢ Worker's Compensation# 1(/� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE j P ,1 Y FOR OFFICIAL USE ONLY ` PERMIT NO. DATE ISSUED MAP/PARCEL NO. i ADDRESS VILLAGE - OWNER DATE OF INSPECTION: r FOUNDalf ATION { U C� /%E� � FRAME 462 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING:_ ROUGH FINAL y GAS: ROUGH FINAL FINAL BUILDING -a 2- 3- DATE CLOSED OUT ASSOCIATION PLAN NO. , 4 FZME 1p� The Town of Barnstable 9 STABLr~g Regulatory Services MAR&Eo.39. Thomas F. Geiler, Director Building Division Peter F. DiMatteo, Building.Commissioner 367 Main Street,Hyannis MA 02601 Fax: 508-790-6230 Office: 508-862-4038 HOMEOWNER LICENSE EXEMPTION n Please Print DATE:/� o(� � � _ • Cc JOB LOCATION: ��� tillage number street J �( "HOMEOWNER": GC hOME phone# work phone# name CURRENT MAILING ADDRESS: rv1 Z '0- e� o �� ��/� She tip code city/town of six units Or The current exemption for"homeowners"was extended to include does not ossess as liclense, ova less and to allow homeowners to engage an individual for hire who d P ±e owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or tached structures �°S which u there e' for intended to be,a one or two-family dwelling,attached or de farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the h tha he/f Bads tablecom Building yuildi said 'mum inspection procedures and requirements ent minimum p Department P procedures and requirements. Signature Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMEOWNER'S E7CE1VIPIZON permit is required shall be exempt from the The Code states that: "Any homeowner performing work for which a building provisions of this section(Section 109.1.1-Licensing of construction Supervisors):provided that if the homeowner engages a s person(s)for hire to do such work that such Homeowner shall act as supervisor." of Many homeowners who use this exemption are tmaware that they are assunnng the responsibilities ss often a supervisor(see against the Appendix Q.Rules&Regulations for Li censinConstructionunlicensed persons. Inntnhiis lcase.our�Bo d aano�Proceed aoesults in serious problems.particularly when the homeownerresponsible- -would require.as part of the pernut unlicensed person as it•would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately rasp To castue that the homeowner is fully aware of his/hersthe responsibilities.too a ge of this issue is a application.that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the 1 ou�communtty. form currendv used by several towns. You may care t amend and adopt such a formicertifrcation for use in y Q:FORMS:EXEMPTN ,:zN - �� _ The Commonwealth of Massachusetts = Department of Industrial Accidents = == fiffee of1firesdoodees - _������---� 600 Washington Street __I . Boston,Mass. 02111 Workers' Co ensation Insurance davit � = s name: L� a et o tt— � d/!� e4 4 R o V location: `Il , �� � � k `s, --" r @� � �o , 11,0 �-) QJZR 01 4 Jam:, city phone# 2Tam a homeowner performing all work myself. . . . ❑ I am a sole proprietor and have no one workin in ca acity %%%%%%O�%%%% % %%%%%%/%%%%%%%/%%/%%%%%%%%/%/ %%/%/%%%%%%%%/%%%%%%%%%��%/%��%%��%%%%%%%%%%�%%%/�%%///%%%%/�%%/ ❑ I am an employer providing workers'compensation for my employees working on this job. com anv::name...> X,:-X:.;. p .:::.::. :::..;:.::.;: .:::.:::::.:. 9((1bsS', i ,.; .,:.;..::::: QtV' ...: .. ... phOlie .:. :; iristtrancm co.. _ . oli Irl/l,/Vz//ff/,"//////////"////////////////////////////"/'///////:i %/ Q�I am a sole proprietor,general contractor, :g; ' le one)and have hired the contractors listed below who have . _. following workers compensation. olices: 7 the �f9 , , g.................... ......... P................... � ..: t omoanv:'namts:: '. .. ...:.:........:::::::.:::..:..:::.:.... .:..:::.:..:..:.:.::. .....:::.:::.::..:...:::::::...::.::...::: <.:. ::�::::;:z;: �f{•4i:::y.;: '!}':��:;:;+'::'::':':vii:":�::,:�%.....iii:L:ii:?i::iiiiri:iii::iii ^`ifi::v i?iiiii}i: _ :y;::i:: /!l:':::::::::::i:!i.i:.::.::.::vi:<.iiiiii:�:.iii:.:.:iiiiiiiii:•:•i:.i:.i:i.i:Liiiiiiiiiiii:ti^?:•:`i:i:Ciii'^:Sit_ :..:::::::'?''::::iii::i::::::::':::::::::'':::'''i::::i'....................... :i :::.:.::::............:•::.:::.::.::.."I' >:;;:::::.>;>; ....::..: ...............::::.:. ....... ......... ...... ............... .: :::.. n911ranCC:CQ`::>>: :;:,:::::;:::::_...::::.... ::;:: .._. . .....:::....::, ll ............... :....... c''`` nt .mam ::.;:;:.;::;:.;:. .:•: ... ::::::::.>:.>::>;::>::. . adtlrEss.::. : ::::::;:::'::::;:;:;::.;.i':.::::;:::;::;::;::;::;:::::;: IIOII cl ........ .....:.:.:. a>?::'z':':E 11y11YAnCe COi..::.; O : 1 . Fafime to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certi under the pains and penalties of perjury that the information provided above is true and correct /Signatwte. � C Date // '� '5-` ,=' -i _ Print name Phone# official use only do not write in this area to be completed by city or town official - . city or town: pensdt/license# (3Bufiding Department ❑Licensing Board ❑checkif immediate response is required ❑Selectmen's Office . (]Health Department contact person: phone#; ❑Other . 0-jed 9195 PJA) I., - Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association-or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below.. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/licens 'number which will be used as a reference number. The affidavits may be rednmed to the Department bymail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Me of Imlesduations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#:'(617) 727-4900 ext. 406, 409 or 375 s P.oF1HE r The Town of Barnstable N O,' 9AR E. MASS. Department of Health Safety and Environmental Services T ASS. 0Q i63q. �0 "lFo Mpg Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location 1 Z� 1�'(,�. Permit Number Owner Builder One notice to remain on job site, one notice'on file iri Building Department. The following items need correcting: L� Dl- (Gq-qv 6 U`C. Ga � 1 '�N Please call: 508-8(62-4038 for re-inspection. [� Inspected by 9= J � C-CU 41 ( S l C � I,� Date /` 4 V'+ C" �� �` "� � r730CMR AppWdix J s s Table JSZ1b(tondaaed) Ptssc iptive packages for One and'IbaF=*ReddmtW Boiidlaip Heated with FOW Fnds MAXIMUM ME MUM Glazing Glazing Ceiling Wall Floor Bears Slab C00 d n w� Area'(%) U-vdnei R value3 R valuo' R valuat Equipmentese package &value Rvwai 5101 to 6500 Heating Degree Dam Q 121's 0.40 3E 1 13 19 10 6 Normal R. 12% 0.52 30 19 19. 10 6 Normal 0.50 3E 13 19 10, 6 ES AFVE T 15% 036 3E 13 23 WA WA Normal U 15% 0.46 3E 19 19 10 6 Normal v 15% 0.44 3E 1 13 25 WA WA M AE[JE W 15% 0.52 30 19 19 10 6 ES AFUE X 19% 032 3E 13 25 WA WA Normal Y 19% 0.42 3E 19 25 WA WA Normal Z 19% 0.42 3E 13 19 10 6 90 AF'UE AA I EY. OSO 30 19 19 10 6 90 AF1lE Xk 1. ADDRESS OF PROPERTY: , k y� 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING: �4 ®J - 4. %GLAZING AREA(#3 DIVIDED BY#2): AW�2 G� 5. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS• t ARE AVAILABLE. ASK US FOR THIS INFORMATION. r BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-1980303a J 780 CMR Appendix.J Footnotes t Table J5Z.1 b: and , . cludin din - ass doors, skylights, ' Glazurg are a 's the ratio of the area of the glazing assemblies (m g g ss wall basement windo if located in walls that enclose conditioned space,but excl ing opaque doors)to the gro area, expresses,as percentage. Up to 1%of the total glazing area may be uded fro the U-value requirement. For example,3 o decorative glass may be excluded from a building desi with ft of gla .. a. =After January 1, 19 9, glazing U-values must be tested and documen man in accordance with the National Fenesuat n Rating Council (NFRC) test procedure, or from Table .5.3a. U-values are for whole units:center-of g s U-values cannot be used. ' The ceiling R-values not assume a raised or oversized co ction. a insulation achieves the full insulation thickness over a exterior walls without com ion, R 0 . may be substituted for R-38 insulation and R-38 insul n may be substituted for insulation. -values represent the sum of cavity insulation plus insulating ing(if used). For tilated ceilin g sheathing must be placed between the conditioned space and th v tilated pord of the roof. 'Wall R-values represent the um of the all cavity insulation p ' g sheathing(if used). Do not include exterior siding,structural sh ing, interior drywall.For le,an R 19 requirement could be met EITHER by R-19 cavity insulation OR cavity insulation plus R insulating sheathing. wall requirements apply to wood-frame or mass(concre ,m onry,log)wall coasts but do not apply to metal-frame construction. The floor requirements ply to ors over uncondition (such as unconditioned crawlspaces,basements, or garages).Floors ov outside air ust meet the ce' ' eats. Tl:e entire opaq portion of any in Mdual basem t wall . an average depth less than 50016 below grade must mz_: the R-value requirement 'above- . windows and sliding glass doors of conditioned br.:,ements ust be included with the er g. B em doors must meet the door U-value requirement &scrib in Note b. ; ' -value requirements are for unh slabs.Add additional R 2 for heated slabs. ' f the building utilizes electric res ce g use mpliance approach 3,4,or 5. If you,plan to install more th one piece of heating equipme or more than one iece of cooling equipment,the equipment with the lowest efficiency must meet or exceed efficiegay \rued the selected package. . 'For Heating Degree Day eats of°the cl sest or town see Table J52—la NOTES: a)Glazing areas and U- ues are maximum acc le levels Insulation R-values are minimum acceptable levels. R-value requirements for insulation only and do of include stru�edual components. b)Opaque doors in a building envelope must a U-value no greater than 035.Door U-values must be tested and documented y the manufacturer in acco cc the NFRC test procedure or taken from the door U-value in Table J1.5 . If a door contains glass and aggro U-value rating for that door is not available, include the glass area of a door with your windows ands use the op ue door U-value to determine compliance of the door. = One door may be excluded from this require ant'Le.,may ve a U-value greater than 035). N c)If a ceiling,wall,floor,basement wall,sl ge,or crawl ace wall component includes two or more areas with different insulation levels,the componentInt. mplies if the area Bighted average R value is"greater than or equal to the R-value requirement for that compon Glazing or door co ponents comply if the area weighted average U- value of all windows or doors is less or equal to the U-value uirement(035 for doors). 1 - 43 . r As `s a and lot :number ....:/...l.; ..-..�. .:...:.. ""C �ST P: TIC Tf 'M M ;�BE /� j Sewage Permit number r�f� ".... . ... �.. c'� :'I :� ;r"- t im v,-,NITAUPY CODE AND TOWN CF?NETp TOWN. : Off: BARNKTATIRLE Z 8AWSTADLE, : goo 0�Y�,e� y' D,U11DING INSPECTOR . . APPLICATION FOR PERMIT TO ........... ...... .... ......... ..............u.:... .•.-a. .. ............................. ` TYPE OF CONSTRUCTION ................................................... � y�, ................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..0Od 5�..... ?...... ................................................................................................... ProposedUse .....!!. j?!!l . . .Y..V.t........................................................................... .................................. Zoning District ...... ..r.......................................................[ Fire District .... ........ Nameof Owner .PA,-��e�, .....:.............................................................................. Name of Builder SA?x x,:e ..... .........Address .JCS! wwiS....-.......�'.fr.cf .. ...................... Name of Architect ..Vn e&t................................................Address ....................... .... ............................................... Number of Rooms ..ov-C..................................................Foundation Exterior .(mod " S� /$S Roofing � 9..!`.T...S✓!./.k'. /.�°.�°. ............ .'.. ....... ........................ g ..... � .............................. Floors L.V' PSG J).... .ay!�.q52)).........................................anterior �.. Heating ..............................................................Plumbing ... d.!t?.vv'{ ............................................................ J s 6 Fireplace ....4 l0. .............................................................Approximate Cost ...... °... .................................. Definitive Plan Approved by Planning Board ------------------------_-------19________. Area ...... ........ Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH -7I I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. / Name.4.c��...... �4�....4........................ � Smith, Ida McCafferty, Eleanor, & Areomvoklv Martha � Permit for .......;!4.d.��..x�malllng � M- 1,�----------------------. ' ' �~ ^ Location — .................................... . -------�AUMP'.M.l1A................................. ^ ' . ' Owner -- & Martha Armnovmki . � Typo of Construction .........fzeoma-------. � -----^--------------------'' � Ph� ---------. Lot ----------.. - . Permit Granted .......... --.--.lq 74 Date of Inspection — lV - . Dote Completed ..`1/��������������9 � ' � PERMIT REFUSED , ' _---._—.--.-----------. lP . ^ ^ '-----------------------'--'' . � ^—_—.—....-------._------.--- ^ ` - ~.—.—.—.------~.-----.—.~----- . - ----.-----.----~..------.—~.., - Approved � . � . ~--------------- lA � - � . ^ -------'------------^----^—'' � ------------------~---^—^^—' � N ' ,. :,, �,; - Z . ��� I � :` { , . . � �/ _ ._ __ �' .�� � _ 6.�+�, �;��� i I � . ' � - ,. � � � Assessor's ma.p and lot number ��1.. c1 C1 ` / EPTIC Sewage Permit number yofTHEro�1 TOWN OF BARNSTABLE 1 i�o�Q r Oi i 8ARNSTADLE, • f "b9 -.e�� BUILDING INSPECTOR i i c APPLICATION FOR PERMIT TO ............ :.2..5. .�->L'..........:. Q..L�� . / ...�?........................... TYPEOF CONSTRUCTION .:............................. ......'"J. . ........................................................................ ........ ..............19. �,1 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ®............................. �.�I.....: .�.. ........ .................................................................................................... ProposedUse ..... .1/................tro.Qm...7........................................................................................................... Zoning District .......... .................................................Fire District Name of Owner ./ /. .......hR.P..f...[�./,�. / 5..Address .................................................................................... Name of Builder ... .... ZQ ........��,r.KAY.)Y. ./yAddress .�1..�/7/.�..11f.I...................................................... Nameof Architect ............................................Address .................................................................................... Numberof Rooms ....... .....................................................Foundation .............................................................................. ... .. ......... Vy�y,� Q Exterior ... .............................................................Roofing .. 5.(.../.!.....L:.................................................. Floors ......)/y(,�..�.)) Interior ...... Heating ............ ......................Plumbing ....,1..e.Iv..f......................................................... Fireplace ../Yovy/ .......................................................Approximate Cost ........ .. ............................................... Definitive Plan Approved by Planning Board ________________________________19________. Area ;1......................... Diagram of Lot and Building with Dimensions Fee Q U SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .................................................................................. Ida L. Edwards � No .17.4.7.2. ' Permk for ' ��nm�rm' ����x '' ` -----------------'''--'-----'' � . . Location A&_.Oak.st.___________... Centerville � . ������''�������'' �����������' ' Ovvne, ---Id,a..L�.. _..�______. ' Frame � Typo of Construction .......................................... . -----~-------------------- � . Plot —..D8AD........... Lot ----.25.---- � ' . � Permit Granted �»mr � J _ --December lg �� Date of Inspection —. 'lg ~ �p Dote Completed l....... .....---..--..—jA � / PERMIT REFUSED -----_--------------.. lV / ` � ^ . -------~------------------' .—.--.—....~---_.-----~------.. - .--.-----.-------..----'.—..--... ' � .......................................................................... ^ � � Approved lV -� '---------------. � / --_--_-----.--.-----...—~--.. ^ � ; x -------_______________.____ � � ^ � SMOKE DETECTORS O.K. BlkRNtTKBLE BUILDING DEPT. n , qAJ �0 f -Z. o o r �r Foo N oj'j w aN Pik\�s Lo A-.i C - i �r 00 - moo � N �r cp 1 4 / (` f cLS\StViL� Li � � �Qve- 1 - --- j gy- Gj 7,V J I `AAA Xz- ` ILI t J � J � � 6 i � --= �s� � �� �. S�S�" U � `�,`1� ��"" • �' --r ,�,, �� � �� i d II --- � - � ��V�` - \ � L l 1 � V�� j ' ��_ ' I� /' / ,. I _. I i (� __...� i � - w I� i THE The Town of Barnstable `"�' �' Regulatory Services 9�A i639• Thom as mas F. Geller Director TFD rra't Building Division Peter F. DiMatteo, Building Commissioner 367 Main Street, Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no.- Date— AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation,repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner-occupied _ building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions, along with other requirements. Type of Work: Estimated Cost_L%0_C111 Address of Work: `-' A -T---� Owners Name: a Date of A lication: �� D pp I I hereby certify that: _ Registration is not required for the following reason(s): OWork excluded by law ❑Job Under$1,000 Awner ilding not owner-occupied pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITHOUNREGISTEREDRK O NOT EVE CONTRACTORS FOR APPLICABL FUND UNDER MGL c. 142A. ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: 1� to Date Contractor Name Registration No. O Date Owner's Name q:forms:Affidav:rev-070601 _ a1 ` J r b rS0.r' ADDITION k i 20..00`r SHED S?275 1 O0 v= 562 914 r_ Ex. HOUSE - //! X. STEPS !� To BE #125 OAK STREET REMOVED Q kz� '1� o MAP 173, LOT 15 6 DECK 1 TOP OFIN p BAN N K `LA n � J � / SABATIA POND 'I I I ' S4b'II'49E 708.23' t CERTIFIED PLOT PLAN @ #125 OAK STREET, BARNSTABLE, MA M PREPARED FOR I CERTIFY THAT THE IMPROVEMENTS SHOWN HAVE BEEN LOCATED BY AN INSTRUMENT SURVEY. ,a� 4c:` MARTHA ARENOVSKI S` KFE 7-19-01 SCALE: 1" =60' 35-1.13 y ROBB SYKES, L.S. ,. EASTBOUND LAND SURVEYING, INC. 9Qts� 41 MEETINGHOUSE LANE SAGAMORE BEACH, MA w RESIDENTIAL BUILDING PERMIT FEES . APPLICATION FEE New Buildings, Additions $50. a Alterations/Renovations $25�co Building Permit Amendment $25.00 FEE VALUE WORKSHEET LIVING SPACE�9c/ square feet,x$96/sq. foot = /8 g x .0031= ' plus from below (if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE f r_ square feet x $64/sq.foot = / 0,z x .0031= 3 4 7 5' plus from below (if applicable) 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: ;; sctuare feet x $96/sq. foot = x .003.1= STAND ALONE PERMITS Open Porch x $30.00= (number) I Deck x$30.00 = (number) Fireplace/Chimney x $25.00 = (number) Inground Swimming Pool $60.00 1 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost i t t SMOKE DETECTORS REVIEWED S A' UILDING DEPT. DATE Q FIRE DEPARTMENT DATE — GASPHALT OLOR R NG�s/ NEW�� A k 80TH SIGNATUR S F REQUIRED FOR PERMITTING S a E INSTALLED IN � 3 a EXISTING HOUSE 72 - � EXISTNG ROOF &5 V ALL NEW TM DETAILING - - - Qul , AND COLOR T TMATCH MATCFI 12 ® - FXisl'ING HOUSE o v~i<� �1 Z . .. NEW STONE CHIMNEY U) Am w uJ (PATCH �4�1 . EXIST) 12 s 3 NEW SECOND FLOOR & - " l ALL NEW SONG ra, C[J:E�ou ' TO PATCH DOSFTNG COURSMG a COWL _ - • - EXISTING DECK . RAILINGS/ a ' ( REFLACEH OR EN RR S REQUIRED . EXISITNG FOOTPRINT - l I I EXISTIN GARAGEMALL/ / L G raise G FP _ ` DECK &STAIRS FLOOR TO REMAIN - - FLOOR To REMAIN FRONT ELEVAIION ` SCALE. 1/sue NEW SECOND FLOOR CONSTRUCTION ( - - . MA EIaS[.) 12 /. TYPICAL NEW DOR►f R5 INSTALLED IN EMSTING ROOF - g$ ® - 12 - - E .. • .. - � III LJ F ®❑ - zo 00 z W W U _ EXLSTING FIRST a lJJ \\i NEW GARAGE SECOND FLOORS TO REMAIN � SHEET IFT ELEVATION S U . SCALE. 1/r— 1•-0'SEE FRONT ELEVATION FOR TYPICAL NOTES _ .. .. ., RLE JDS09003AT DATE 08 02 N PROJ. MGR. JDS . - - - C_M_ N/A r; V - NEW SECOND FLOOR . _ NEW SECOND FLOOR E#S(YNG SECOND STING AN BETWEEN - .EXISTING AND NEW � OVER EXISrM LIVING ROM RAM SECOND FLOORS/SEE - �► o SECOND FLOORPLAN� OO L� od Y) Ej'4 V NEW STONE CHIMNEY - ul k�j NEW SECOND .DOR— + - ca NI REFURBISH or REPLACE As - REQUIRED CN exISITNG FOOTPRINT00 ;' ! I 'I I ie J [ ❑ E i„ 7- 1 DamNG BULKHEAD (DpgTNG.DECK Z-N�suDERS NEW BAY WINDOW NO SHOW BACKN) N,N) NEW BAY WINDOW `EXISfTNG FAM6_Y R.M. .. . IN ExtST FLOOR WALL t-NEW GARAGE ADDITION FIRSTREAR ELEVATION - - _ SCALE 1/4 - +'-O• - SEE FRONT ELEVATION FOR TYPICAL NOTE _ �h 0 o / ,STONE CHIMNEY III GGGvvV�J^J vv � � 4. EXISTING SECOND - m (MATH / FLOOR BEYOND e EXIST.) na w . _12 +, \ _ o - EXSTING SECOND IFYrll FLOOR BEYOND NEWND:FLOOR MASTER SUITE . OVER caSTING FAMILY Pik NEW SECOND FLOOR NEW BALCONY Q OVER UVING ROOM DQS IM FAMILY ' La Eb9TNG LIVING RM. x, P XN Z 0. �' o ANEW BAY WINDOW \`-NEW AY WINDOW ZL.Lj Q . EXISTING BULKHEAD - _ U (DECK NOT SHOWN) Li J RIGI-BT ELEVATION w - - .SCALE ,/<-- +'--O• SHEET .SEE FRONT.ELEVATION'FOR TYPICAL NOTES - FILE JDSD9003A2 DATE:09 03 09 PROD. MGR. JDS ------------ i 1 I ; I DaSITMG BAY WHDOW 70 BE N------oasnNc ROOF TO BE ----�� 'ma°vEva / cc 3<`� rREMOVED FROM FAMILY W ROOM AND PORCH E3YIkG 11 I AC - ---------------1-- C t r--—----- AND RAMPS T10 BE REMOD I 0 BATH o . It II o , W/D I N Dasrrwc I t I t -� ear"MOW I iil t I L— TO BE. FAMILY RM. REMOVED It i./ 11 i' BEDROOM. . - HALL - EXISTING WINDOW - TO EIE REMOVED TWS PLATFORM G�r�� •�r�•`� t TO REMAIN T ii roBER� i 7 j I DaSTMG ROOF TO BE REMOVED FOYER i - F'--- I I I I AND WALL WWO DW I I , ��, REMOVEDE)OSTIN srnlRs To $ I I I i REMOVED AS SHOW IEXISrTNG TO BE ll PORCH t BA GDOW -'� (DCISTaMc PORCH ' /EXISTING DOOR/ REMOVED ."tJ. _ REAOVED. T BEDROOMDa51'ING WINDOW swaxm I, TO BE REMOVED, "/ WALL TO DE ,,%' DECKI i TO BE REMOVED 4 : , REMOVED AS SHDWPI DINING - L---� 00 OO EVE E#STING W.DQSTNG F REMOVE DOSTW i. KITCHEN COMM WALL NOWN SECOND FLOOR DEMOLI110N PLAN DfTEM PLATFORM SCALE: 1/4' a 1'-0' / AS SHOWTY..AIJGN - - - WfTH EDGE OF WW I = STAst/SEE PROPOSED VT I I ! I� }I FIRST FLOOR PLAN Z I\) I I I I I 1 i. 11 1 I O ���� 1��� LIVING RM 1= t LE)OSTIM STAIRS R DOORS TO BE REMOVED _ .. .. J FW OCC `\_.REMOVE CLOSETS AND < DEN SHELVES As SHOWN—\1 8 5� Li U LLI m ZZ rn .J Q � SST FLOOR DEMOLITION PLAN SHEET SCALE: 1/4'— 1'—O' FILE* JDS09003A3. DATE W 03 D9 PROJ. MGR. JDS C_M:`N/A Paw 4?1 UNDO LE � EXTERIOR. DOOR .SCHEDULE KEY QTY. DESCRIPTION DODR SIZE MANUFACTURER ODEL KEY I OTY. DESCRIPTION ROUGH OPEN RC. 1Mn luFAi' MODEL ® ® ® ® 1 1 ,s LTTE W 2 SmE]liES 3-0' x W-er MFR. TO BE DETERMINED A 16 DOUBLE HUNG Z'-S' x 4'-1' AN—ERM4 (;wFSS 24310 W 6 6 GRILLES: 4 2 2 FRF.NCfIWOOD q.NDING�PA710� B'-O' x ET'-8' ANDERSEN F'M,;60tf8R B 20 DOUBLE HUNG 2'-tT• x.a'_9" Aim .i� G'HS 2446 W 6/6 GRILLES 3 1 - HINGED PATIO 9'-O' x 6'-6' ANDERSEN WHBO683A92 C 4 DOUBLE HUNG r-r x 4'-9' 1 Ate•!.V*=-r'3G�I S=46 W 6/6 GRRlES D 2 DOUSE,HUNG 'ARROW MULL. s'--0" x 4'-9' AND a V'O-0''iMM 2446-2 W 6 6 GRIN ALX-IN - NEW4 1 ENTRY 3'-0' x B'-6'_ STEEL PANEL E , DOUBLE HUNG -r x 5--,' AN;?`:RSF7r1 L,WMDWRIGiM 3=0 W' GRILLES S 1 Oumr,B 9'-0' x B'-0' YFl2. TO BE DETERMINED 4 � SWING m 6 6 1 � Gtg'lIN6.BARN DOORS B'0' W..x 14'0' H. MFR. TO BE DETFJtWNg7) F 3 AWNNG 2'-O•` x 2'-0 i r ANDERSEN 400 SERIES A21 W GRII `MIrTIT � A4 � ENTRY 6•-0' x 6•-6' DOUBLE STEEL 6 PANEL G 2 AWNING i T--0' x 2'- r 0 1 MMERSEN 401- SERIFS A31 W GR61ES V W 2 H 7 DOUBLE HUNG 200 SUMS 2442 W GR81ES I „ AWNING 7-b' x 3-0 1 r ANDERSEN 200 SERIES AXOM W GRIUFS 4 NEW MASTER _ NEW 1 2 CIRCLE TOP 4'-0, Z"x 2'-3' ANDERSEN 2DO SERIES CTC2 W GRILLES O 2666 BEDROO _ 3 d< K 4 TRANSO►, 1s•-0 , 2•x 1'0 1 2' ANDERSEN 2DG SERIES CTR4010-4 o in (2)ZDBi N� ® ,,,,ae g� EXISTWINDOW . _ irai �X 2868 NEW R NEWHm 2— - m s 26t,6 2686 .. - O NEW EXIST. EXIST. z666 WINDOW WINDOW NEW sxs siowER TWB 36' x-T MAS BATH SHOWERcl BATH E7aST. L�rF a EXISTING o o i RELOCATED -x=rFo BEDROOM NEW �� K LINE of 47 BALCONY �Al STATED NEW NEW AUGN W/ ABD4 PT J SSSC BACK�INTO e; EAIKII BT10W NEW FLOOR FRAWNG NEW � NY WN./cuT DEPTH 1p, BA"-� r AT E)C f. WALL NEW STAIR NEW NEW .BEDROOMBY G.0 DOWN RAILING ww FAMILY RM. ,; � V A 1R Ow/ ---� A NEW &l5r) 6�, oT N oe MST. LOFT 2666 q A ® WINDOW LANDING . N GARAGE 3 EXIST. _ -m ALIGN W/ ALIGN W/ m I 1 WINDOW WINDOW 1 WINDOW WIDOW W A4 B[10Y! BELOW CLOS EXIST I ?_&V 8,0, C.O. DOORS! z 1" ` ` DaST D -- — SECOND FLOOR PLAN = _ i t ER i H�L N r � .' DECK SCALE: 1/4' � 1'-Cr E f� �Js. � FOYER DINING WA G� EXISTING DECK DOOR I V 3DWEa InIR S (RUXRMSH AS REQUIRED) 05 V A4 b NEW 4r x e'.Q' OO ' avENTHEA9 Daa ' 00 A4 I CHEN z f - � E)asT El (NO WORK) fE DK ac O DOSL Z OPENING ©, OPENING .. o m �- J a- 2NEW 666 SEAR :WITH WW LI V)N G R M. NEW STONE Z t STAIR WALL FIREPLACE ' W 0 AS SHOWNN r, NEW WALL - �• CONSTRUCTION . O EXIST AS SHOWN A E1aST. W �� 0 OPENING DEN > . FIRST FLOOR PLAN b) LAV./LAUNDR o ® SHEET SCALE 1/4' - r-O' / d ,� x \\� EXIST: � DasT. \. bI W/0 \o V 1 OPENING OPENING A4 '* Fl MS09003A4 EXIST DaST DATE:09 03 09 WINDOW WINDOW _ PROJ, MGR. .lOS . . CONTINUOUS RIDGE VENT 12 TYPICAL ROOF CONSTRUCTIOW . g_raT- ASPHALT ROOF SHINGLES TO MATCH EXISTING/ - "l 5/r CDX PLY SHEATHING/2 x 10 RAFTERS AT 16- O.C. (MATCH - INSUL - EIOSL) PROVIDE-PROPERVENr OR EQUAL STYRAFOAM 12 N07ENEW TRIM DETAILS - 2 x B INSULATION TO MAINTAIN VENTING .. TO MATCH D(I"G/ COLLAR TIES AT EAVES AND.SLOPED. ALIGN EAVES AS SHOWN/ - O 16- O.C. INSULATED CEIL41GS/PROVIDE CONTINUOUS _ SEE ElEVAnoms SOFFIT VFNTING/PROYIDE RIGID INSUL ---------------- __-- . ,_ JINEW MAS As REQ'D. To MAINTAIN Rao - - VALUE AT SLAPED ram ING r PROVIDE -PROPFRVERr OR EQUAL STYRAFOAM ALIGN TOP OF t2 .TYPICAL ROOF CONSTRUCTION: INSULATION TO MAINTAIN VENTING JOISTS WITH - s BEDROO NEW EXTERIOR WALL B.54 ASPHALT ROOF SHINGLES TO MATCH EXISTING/ o m AT EAVES AND SLOPED TOP OF BDRM. % 4 G 5/8- COX PLY SHEATHING/2 x 10 RAFTERS AT 16. O.C. a o Q NEW. LOFT AREA x5 INSULATED COLI+ss/PRovmE COCONTINUOUS JOISTS °� .b 3Y_ T CONSTRUCTION ABOVE (MATCH DaSTING,TOP PLATE DaST.) _ �/�_ r 3QN F SOFFR VHIIINGIPROVIDE RIGID INSUL t2 ..t NALLID TO H�/A CEDAR TCH E705TIHiG�. - - sV AS REOb. TD MAINTAIN R30 SSt�- 2 of VALUE AT SLOPED CEILING # NEW SU�100RS STAIN TO WEATHER TO LOFT/STORAW ■ uj $ . - MATCH EXISTING COLOR/ NEW I a x n 7 o,r o.c. -- AT FROff OF QARAQ£ ® �_ TYPICAL NEW -iYVEIC- OR EQUAL I WALL CONSTRUCTION KS _I 1 x 3 STRAPPING O - O.C. 1�Yp�X PAPER/ PLYWO 5/8-PLY GLUE NAL--\ d 6 .TYPICAL ALL NEW LflLI SHEATHING/2 x 4 STUDS - m LAUNDRY DENT EXISTING EXTERIOR EXISTING EXTERIOR HALL "111 CLG, -EXISTING AT.76. O.C.. - 3iE� WALL CONSTRUCTION WALL CONSTRUCTION. 33 REMOVE SIDING/ FAMILY RM. WA "" ,�N GA E o � - �' SHEETROCK OVER. - w SHEATHING DQSTING SLAB IS,6' TO 70P OF PLATE R 1` 1 BELOW MAIN HOUSE ELEVATION T. I MAW HOUSE o ,. FLOOR ELEV. a EXISTING _�� G3A-G-E* FULL BASEMENT NEW.GARAGESLAB/ FROST WALLS/F007@J65/ SEE FOUNDATION PLAN SHEET A/5 LL' SECTION THROUGH THROUGH EXISTING FAMILY RM,/ n SECTION THROUGH GARAGE X ilug HOUSE. NEW MASTER BEDROOM A4 SCAM- :/4- -"'-'---�.- - SCALE-1/4' _ ,'-O' j . CONTINUOUS)ODGE VENT ------------- . .%' 'LATCH __ __ _ EXIST.) t2 O1V!�E NPROPERVENY OR EQUAL STYRAFOAM I r--- PROVIDE DOVE].S . % 3-53 F— INSULA`T,ION TO MAINTAIN VENTING 1 I AT JUNCTION OF .� AT EAVES AND SLOPED - I i NEW & EXISTING o / INSULATED'tiCEI 1WS/PROVWE CONTINUOUS I I - CONCRETE WALLS - g SOFFIT VENTOdG/PROVIDE RIGID iNSUL _ PLATE SOLID HEIGHT AS REQ'D. Td•�AWNTAIN R30 l I I i- m UNDESWDR GABLE G -I j r/THAT NEW NEW VALUE AT sL.oP,�D CEIMNG I I I - ATI: m 4 I NEW _ -, - /. EAVES-ALIGN WfTH I I I I W WALL—� oasrm/sm —1 BEDROOM CONSTRUCTION 1'' 'aLOSE IN 1 FRONT ELEVATION NEW OR WI.µ (MATCH �"�� M //�'�/R�' �f r EXISTING TOP PLA ABbTEVE - - I' x 10- CONCRETE FROST a B)5 DR'VVM -S F WHITE CEDAR SHINGLES I ,I WALL E 16- x 8- CONTINU S. _ z SOLR'ID INSULATION TO MATCH EXISTWGII I I CONCRETE FOOTING 7D 4'- �' F ' 2 x 10 O 12- O.C. STAIN TO WEATHER 70MATCH EXISTING COLOR/- I I BELOW GRADE TYPICA _ - C . _� L.l 'TYVEK' OR EQUAL ' I I /8- GYP BD- - !f+ BUILDING COX PAPER/ 1 ' EW G AGE GARAGE AND LI spACFS EXISTING s ASFTff'A6TIiINN G/2 x 4 STU�S EXISTING BASEMENT NE ARAGE E TING LIVING RM. I I 1 (/j i , _„ /8- FAMI RM. EXISTING FLOOR IS,•-W f BELOW I I ExisnNG FOUNDATION WALLS O 1r D.C. I MAIN HOUSE FLOOR/EJasTING PLATE HEIGHT I .I CONCRETE SLAB - - � IS 7-6't/RDAOVE TOP PLATES AND s x s w_ML►L/ o �ip OR WM1/R RM, y - - SISTER NEW 2 x 4 STUDS TO DaS71NG I I PI TO OVERHEAD - c SO)ING/APPLY 5/8' T0.RAISE PLATE HEIGHT SO THAT WITH GYP. BD. \ 2 x 10 JOISTS Top.. JOLST'S MATCHES. I I PROVIDE-wK `DaSTONG FAMILY .�'1 :TOP.AF:.D0ST1NG SECOHID FLOOR JOISTS - , - t. .CRAWL SPACE- 3- WIDE x E�XIS1OdG FAMILY RM. EXISTING. SLABI NOPRO7E r---------_ HOLE , � J� FROST WALL AND i`. I r CONC. I ----- EXISTING o NEW GARAGE SLAB FUU BASEMENT - PROVIDE DOW BSMT ELS �' T FOOTINGS I I I DROP WALL FOR DUST�� I "1 I AS SHOWN/POUR I AT JUNCTION OF SPACE FAMILY RV-FROST WALL AND I .Ii SLAB OVER -- -----'� I NEW 8 EDaSTING _ r FOOTINGS I t- ,<• I L-------_- r— __---- CONCRETE wALLs .. ' I =______-_ W a= SECTION THROUGH GARAGE SECTION._THR®UGH' - EXRSTING HOUSE SH= SCALE 1/4- _ ,'—o- FOUNDATION PLAN (((�L��/�\/ - SCALE: 11-C _ ,''-(Y FILE JDS09003A5 DATE-09 03 09 FROJ. MGR. JDS d 2 .. WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE KEY OTY. DESCRIPTION ROUGH OPENING MANUFACTURER/MODEL _ KEY O7"K 'DESCRIPTION DOOR SIZE MANUFACTURERIMODEL - A I B DOUBLE HUNG 2Le'X 4'1 1/4' ANDERSEN 200 SERIES 2431 O W/0/6 GRILLES II ® ® ® 1 1 18 LITE W/T2)SIDELRES 3L0°x e'-B' MFR.TO BE DETERMINED - B 20 DOUBLE HUNG 2Le°X 49 I/4' ANDERSEN 200 SERIES 244e W/B/6 GRILLES - 2 2 FRENCHWOOD GLIDING PA770 0,0'x e'-B° _A N FWGBOeOR - C 4 DOUBLE HUNG 2'-2'x 4'-9 1/4' ANDERSEN 200 SERIES 2046 W/eM GRILLES I Ra• 3 1 HINGED PATIO HLO'x e'e' ANDERSEN WHOOBBSASR D 2 DOUBLE MUNGMARROW MULLION 8'O'x 4'-9 I/4° ANDERSEN 200 SERIES 244E-2 W/B/e GRILLES. NEW WALK-IN NEW 4 1 ENTRY 3L0°x 6LB' STEEL a PANEL E / I CL0.4ET 4 SW/N 6 1 OVERHEAD O'-0°x 8, ° MFR.TO BE DETERMINED DOUBLE HUNG 3'-2'X 3L I I/4° ANDERSEN 200 SERIES 302 f O W/B/8 GRILLES , F 3 AWNING 2,0 x 2'-0 1/2° ANDERSEN 200 SERIES A21 WjGRILLES r^ II A4 SEr 6 1 GLIDING BARN DOORS B O°W.x I4'O•H. MFR.TO BE DETERMINED G 2 AWNING 3.O°x 2Q I/2° ANDERSEN 200 SERIES A31 WORILLES QV II Z 1 ENTRY B'4°x 6=B• DOUBLE STEEL 6 PANEL H 7 DOUBLE HUNG 2LB'X 4'S 1/4' ANDERSEN 200 SERIES 2442 W/GRILLES ry II 7 /1 AWNING 2'-B'x 310 I/2° ANDERSEN 200 SERIES AKW28 I W/GRILLES II NEW MASTER GR_ e,re PsL wsr m NEW(x I ix a RIDGE.use(2) Q m NEW ————————/''—�—————— ————— SIMPSON ACERB AT TOP AND BOf)DM.BLOCK DECK TO J 2 -CIRCLE TOP 4''0 I/2°X 2L3° ANDERSEN ZOO SERIES CTC2 Wi0RILLES ZOO BEDROOM WALL BELOW.USE DOUBLE JACK FUR BALCONY DOOR - `D K 4 TRANSOM I e'O 1/2°x I b 1/2' ANDERSEN 200 SERIES CTR4010-4 ND:REAR wiNoows //') (2)2066 V / S M r " aO jOUST mN U - WINDOW .. Q LJI JI ii FZ NEW O o Q� - 266 NEW. IO%\- NEW STA/ 26e NEW ,^ n m=J 2e9e O 26e W O NEW EXIST EXIST 26e WINDOW WINDOW are PSL Posr TD NCIV(m 1 J I e RIDGE.USE(2) Q 3'6'X 3' SIMPSON ACERO AT TOP ANO BOTTOM.BLOCK DECK /� NEW. TUB SH - ® WALD BELOW. FC ly DOUBLE JACK FlM&4ULCONYDDOR < 3'B°x 3�. MASTER- SHOWER BAL BATH EXIST 2 WINDOW o EXIS77NG A4 - G Q� RELOCATED N O BEDROONP 5 [ - EXIST WINDOW RELOC. �W iNJI LINE OF 4'BALCONY RELOCATED - ///I C OSET II ALIGN W/ . o I ABOVE/CANTTLEVER NEW N II WINDOW 4 I PT JOISTS BACK INTO HALL 2B66 2 eB II' BELOW 4. A4 NEW I NEW FLOOR FRAMING - D . - WALK-IN 8 AT EX UT DEPTH - NEWSTAIR NEW II NEW BEDROOM - BAY I 2°AT EXT.WALL. BY G.C. I DOWN WALK-IN -CCDSET_ — -------------- I II ® FAMILY RM. ; RAILING N B �� PROMDE J J.I I Tg'LVL NEARER FOR RIDGE LOOD NEW WI ABLOVE.ere RIDGE POSrTO BEAR ON LVL 5L4 1/2' WINDOW !BELOW w EXIST NEW - ,I a a N NEW GARAGENEW ® LANDING NEW WINDOW NS 2eee ` 0 0 0 ALIGN W/ ALJON_W/� O m ' a j EXIST. EXIST. WINDOW:.----Z OW V] NEW Ew �� II _ WINDOW WINDOW 'T' 'BELOW BELOW I OSET uTAIR UP DOOR•Bb'C.O. N.B'HAIR HALL O ' ST WI OW'WI o i o SECOND FLOOR PLAN NEW I 1 LI 14' NEW NEW NEW FOYER DINING WALK-IN ® I DOOR O aoe PORCH NEW STAIR SY G.C. EXISTINGDEC K - DOOR O GOWN I; 3 (REFURBISH AS REC UIRED) W NE Bb°x Bb' I 'A4 o OVERHEAD DOOR 00 I Q 3 00 KITCHEN C> O N 0 w 0 D (NO WORK) 4 U J 0 -EXIST o ON.Z. EXIST, -J - OPENINGOPE G O Z Q EXTEND I bi NEW TO ALIGN I � . PLATFORM LIVING RM. . ZBBB STAIR- WITH NEW I L I NEW$ffNE FIRE PLACE FOOTING e'EACH SIDE,14'DEEP W/Jxe UP STAIR WALL I I FlREPLAC MAT OF ie REBAR J'FROM BOROM Z N AS SHOWNN i i L J o NEW WALL I I U CONSTRUCTION - ____ O IXI AS SHOWN EXIST. - J OPENINO FIRST FLOOR PLAN LAV./LAUN 0 DEN ' SHEET 14 = /O EXIST. EXIST . ' Y•`/O 1 OPENING OPENING EXLST Exlsr FILE : JDS09003A4 WINDOW WINDOW DATE:09 03 09 PROJ. MGR. JDS C-M. N A CONITNUOUS RIDGE VENT - F - I/2°PLYWOOD GUSSET,ONE SIDE - - - TYP.SIMPSON MSTA-24 SIMPSON H I HURRICAN CUP EACH RAFTER WIND ZONE B 110 MPH . I)NAIL SHEATHING 3'EDGES(DOUBLE STUDS AND STRAP p 1 B°O.C. (3)1 3/4 x I B LVL BEAM - USE SIMPSON SDS252 112 9 18 0.C.)AND FIELD. _ - - - TYPICAL ROOF CONSTRUCTION: 2)WINDOW WIND RATED NOT IMPACT ZONE TYPE R34 OR> ASPHALT ROOF SHINGLES TO MATCH EXISTING/ LUCK PLYWOOD J°TSG GLUED AND NAILED W/BD RING - 3/8'COX PLY SHEATHING/2 x/O RAFTERS AT I B'O.C. B.St R30 OR>CATHEDRAL INSULATION INSULATION (MATCH R INS PROVIDE PROPERVENT"OR EQUAL.STYRAFVAM 12 2x INSULATION STOP. EXIST.) INSULATION TO MAINTAIN VENTING . 3.3 - NOTE:NEW TRIM DETAILS 2 x S AT EAVES AND SLOPED TO MATCH EXISTING/ - COLLAR TIES INSULATED CEILINGS/PROWDE CONTINUOUS ALIGN EAVES B SHOWN/ Qa /l9"O.C. SOFFIT VENTING/PROVIDE RIGID INSUL. . SEE ELEVATIONS ' AS REDID.TO MAINTAIN R30 - ------- ---------------------- NEW MASTS VALUE AT SLOPED CEILING SIMPSON H I HURRICAN CUP EACH RAFTER PROVIDE PROPERVENT°OR EQUAL STYRAFOAM JOISTS 0P F oil BEDROOM R 19 SPRAY INSULATION 12 TYPICAL ROOF CONSTRUCTION: f— NEW LOFT'AREA INSULATION ro MAINTAIN VENTING ���z h B.B m TOP OF BORM. NEW EXTERIOR WALL - ASPHALT ROOF SHINGLES 7D MATCH EXISTING/ m m AT EAVES AND SLOPED F v + �6 INSULATED CEIUNG3/PROVIDE CONTINUOUS JOISTS r 3/4°T S G CONSTRUCTION BOVE (MATCH S/8°CDX PLY SHEATHINCU2 X/O RAFTERS AT IO'O.C. �. o Q +i G- 12 + FLY.SUBFLOOR EXISTING TOP PLATE. EXIST) - z I¢ SOFFIT VENTINO/PROVIDE RIGID INSUL. - GLUED d NAILED WHITE CEDAR SHINGLES VALUE AREO DT OPED CEIUNOO. 3.3 TYP.ALL NEW SUBFLOORS TO MATCH EXISTING/ - )? STAIN 7D WEATHER TO LOFT/STDR40E - U MATCH EXISTING COLOR/ NEW/ 4°x l 17 °TJI'S 12°O.C. ¢ .. TYPICAL NEW "iYVEK°OR EQUAL AT FRONT OF GARAGE Q W � - WALL CONSTRUCTION 1 x 3 STRAPPING Q I W O.C. BUILDING PAPER/ L5/B'PLY GLUE d NAIL I O z¢5 LAUND DEN STND I/2°COX PLYWOOD 3 TYPICAL ALL NEW CFJUNO.S a w R/9 SPRAY INSULATION HALL qq R 19 INSUL. SHEATHING/2 x 4 SIUS // O_ EXISTING EXTERIOR 2 IN CL°. EXISTING AT I B°O.C. x / IV' /I =EXIST m a WALL CONSTRUCTION WALL CONSTRUCTION EXISTING INSULA770N TO REMAIN o W_. 3 +I REMOVE SIDING/ + FAMILY RM. WALL CO EXTERIOR - T? - SHEETROCK OVER WALL CONSTRUCTION GARAGE c� - ' SHEATHING - EXISTING SLAB IS B" TO TOP OF PLATE H of BELOW MAIN HOUSE ELEVATION _- _ {� + i( _ MAIN HOUSE m ¢ -� I - FLOOR ELEV. ABOVE GARAGE ?m a EXISTING . _ SLAB=3"4°t FULL BASEMENT GARAGE SLAB/ FROST WALLSIFOOTINOW SEE FOUNDATION PLAN . - SHEET A)IS LilDESIGN NOTE: I 1 D UER/OR WALL HEIGHT ADOUSTED SO ROOF TRIM ALIGNS WITH (---,rSECT ION THROUGH - MAIN HOUSE.WALL HEIGHT>5=2' nSECTION THROUGH 2)@LoI I ALIGN WRNa'D.C.GHOUSE EXISTING FAMILY RM./ 9)VE01 O RAFTERS($�I B'O.C. 70 G AOJUHT ro MAXIM'S. �VERIFYTHAT]'-O'LINE(A.FF ID GYPSUM) ]-B'Ai 3 ECT10N THROUGH GARAGE FINISHED CEILING EXISTING HOUSE S)IFNONOFABOVE CONDITIONS ARE MEEFCONSULTARGIRELT BEFORE FRAMING. NEW MASTER BEDROOM r 0)WINDOW HEADERS ON EVE WALL TO BE(2)2x4 HE44IR(RP - �! SCALE: 174 = 1 4 FROM LARGER IF RED)WITH(r PLN+OOD FLINCH.LET HEADER UP SCALE: 1/4"= l Q° 0 ay,4 yA ONE PLATE(SINGLE PLATE OVER).I&PLATE FROM CORNER SRIO.' SEPT 23 REVISED OETNLS,NOTES Q S'O.C.STAGGERED,(2)p ENDS.(0)'B'UNITS TD HAVE MULLION FUCK AND(1)2X JACK XOyro. lima CONTINUOUS RIDGE VENT.. TYP.SIMPSON MSTA-24 - (3)1 3/4 x 1 0 LVL BEAM - ------------- STRAP Q/0'O.C. SIMPSON H 1 OA HURRICAN CUP EACH RAFTER (MATCH 12 PROVIDE°PROPERVENT'OR EQUAL STYRAFOAM I f-----VI----- EXIST.) 3.St - - �INSULA710N 7D MAINTAIN VENTING AT PROVIDE�WELS aA AT JUNCTION I n a __ __ EAVES.PROVIDE VENT OR FIB. I I NEW S EXIST/NO .-. USE CATHEDRAL R30 OR>FIBERGLASS I SEE NOTE I INSULATION. I I CONCRETE WA N O 0 0 SOLID BLOCKING SET PLATE HEIGHT - UNDER GABLE - SO THAT NEW NEW SIMPSON H I OA HURRICAN CUP EACH RAFTER WALL NEW EAVES ALIGN WITH WALK-IN EXIST/NG/SEE NOTE d BEDROOM• NEW EXTERIOR WALL. I S z (MATCH CLSET MASTER FRONT ELEVATION - CONsrRUCITON ABOVE. I I . LJ.I O N T.;e.. EXIST.) 12 BEDROOM +I WHITE O TOP PLATE: I I B°x 1 O°CONCRETE FROST EXIST) - SOUND FIBERS lA ON WHITE CEDAR SHINGLES I I WALL ON 16 x B CONTINUOUS y ¢ cwn 7O MATCH EXISTING/ I ( CONCRETE FOQITNQ TO 4LO w r 5 BELOW GRACE TYPICA z 2x 10'S 12°O.C. STAIN TO WEATHER TO I - - . MATCH EXISTING COLOR/ I I Z - °IYVEK°OR EQUAL S/B'GYP BD.BETWEEN - BUILDING PAPER/ I I GARAGE AND LIVING SPACES '��/I Q"r7w//� I/2°CDX PLYH'OOD I I EXISTING INN SHEATHING/2 x 4 STUDS � I I NEW GARAGE EXISTING BASEMENT NEW GARAG EXISTING LIVING RM. 4T/B•D.Q. I I /3/4'x I 1/B° FAMILY RM + EXISTING FLOOR IS 1 0'±BELOW I I L EXISTING FOUNDATION WALLS TJ45 Q/2°O.C. _ L MAIN HOUSE FLOOR/EXISTTNG PLATE HEIGHT I I 4•CONCRETE SLAB - EXISTING FAMILY RM. - IS 7'LS't/REMOVE TOP PLATES AND ON B x B W.W.M./ EXTERIOR WALUREMOVE - SISTER NEW 2 x 4 STUDS 7O EXISTING I I PITCH TO OVERHEAD _ m $IDINO/APPLY S/B° TO RAISE PLATE HEIGHT SO THAT WITH I I DOOR o -GYP.BD. 2 x I O JOISTS TOP,OF JOISTS MATCHES EXISTING FAMILY TOP OF IX/STING SECOND FLOOR JOISTS PROVIDE MIN RM.SLAB EXISTING ON. CRAWL SPACE' NOTE.`-3 Ex o w w NOTE: __________ 2'ACCESS < rn EXISTING FAMILY RM. I I HOLE FROM O —� NEW GARAGE SLAB FROST WALL AND PROVIDE = OJ J y FOOTINGS FULL BASEMENT —+ I 2°OV 70E I ------ 9 XISTTNO _¢ J I I I DROP WALL FOR DOORS DUST COVER I f BSMT 70 m \O Q NEW FAMILY RM. - B SHOWN/POUR I I PROVIDE DOWELS NEW CRAWL /N FOOTINGS WALL AND _ _ I I I SLAB O r -- -----J I NEW S EXISTING SPACE w I _ _-_--- CONCRETE WALLS _ pr z -________- UJ U � (jgECT 10N`THROUGH GARAGE r---�SECT)ON THROUGH CIO EXISTING HOUSE SHEET SCALE: 1/4 = 1-0 FOUNDATION PLAN SEPT 23 REVISED DETAILS,NOTES y SCALE: 1/4 = I—0—FILE JDS09003A5 DATE:09 03 09 PROJ. MGR. JDS C.M. N/A OVER H-20 D'BOx TO USE A 440 GPD DESIGN FLOW 0 , LS LS RE SEPTIC TANK: 440 GPD (2) = 880 1 OYR 5/6 59.1 ' 24" 10YR 5/6 59.1 ' . RE—USE THE 1000 GAL. SEPTIC TANK** 24 .. ADD (1) 1000 GAL PUMP CHAMBER PER C c C �. LEACHING: FS FS SIDES: N/A g OBS. WATER 55.9' 62" OBS. WATER 55.9' :NCHMARK BOTTOM 60 x 10 (.74) = 444 GPD )R WOOD DECK FT OFF GROUND R-, 1 OYR 6 6 FT = GIR TOTAL: 600 S.F. 444 GPD 84" OYR 6/6 54.1 ' 84" / 54.1 ' +61.80 USE 60' L. x 10' W. .x 0.5' DEEP LEACH FIELD WITH 4" PERF PVC AND DOUBLE .WASHED_ STONE 3 MA APPROVED DATE BOARD OF HEALTHITLE 5 . SITE PLAN i OF 125 OAK STREET WEST BARNSTABLE PREPARED FOR BORTOLOTTI CONSTRUCTION/McCAFFERTY JUNE 19, 2009 Scale: 1"= 20' . 0 10 20 30 40 50 FEET s off 508-362-4541 OF ZH Mq Sqc I"OFMgSS, fox 508-362-9880 o`er DANIEL ��' o`er DANIELA. ti� downcope.com UA. o OJALA OJALA �� " CIVIL N down cope engineering, //IC. No.40980 o No.46502 �o. �P �o �F civil engineers F ` Gis �S RVE e �F ION L land surveyors �N � ^ SON N _ 939 Mcin Street ( R to 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 09-105.DWG(SBO) ,w 26 d . C '°UMp OAK STREET y�MeFR p BERM _ _ — = rE( 6 06 2p • _EDGE PAVEMENT— - — — 62 8 62 R1sFR _ p / 2. p p q �sa e4 \67.38 163.3$' 67 \\ c\\ 62 COS qqc O RFFNyF Nq4 0 \off yL \ w s qr/o/v /r/y H N, p q� F/4 l l y 6172 --1-6100 28 7\ -/162 8 8 \ J•7 1 10CD � �^ \ 4 1 I 62 r rr 61.79 C rr.oX 60 ,8 p 1 r . " G \p �Op 1 12 e.39 S9, I q4. oo 2 C p 0 6 \ 10 ' \ p 608 60 4R0Do YA,6 RFM� 2 W)ny ' rC - 0 J \\ SAFCjFCcf: \ \ N 2 A.. No s F� o\ ooF� 08 eFFlf�/A G y0 ` Fk�Sl, S ii �� ti 4 cgs�iN �n�N � - 6 ROk .66 'as \ p \ I , ��\ 69'2 ' �67 S9 .09 F4q0 s of 4 nNo �FT 61 \ s� 62.,5 rop F/Nc ®67 F NDh 63 6 1 O DECK 6,33�67 79 I 'OOR M \ . .S, � I F�F�OFF 6.g I 6 \�OCtn DECK 62 . 161 2� �61 \QON � 80 {IF 67 39 ��9tia 6186 67 S3 67 2�NFo \ 612p F�qG�S6 6, XS6 Sg L-_ ' $ 20. O sMEq sz�;5yrf �OO f 5Sj 94, EX. .15. HOUSE 12F OAK STREET ;,,,vlccrr„ er EX. o MAP 173,.;-LOT 15 C-D �6; DECK p \ TO. .` P'` INLAND BANK rl .� � 1 co n fly / SABATIA POND I 108.21. / F •, - / x 7 j `R` : — CERTIFIED PLOT-PLAN @ #125 OAK STREET, BARNSTABLE, MA PREPARED FOR t I CERTIFY THAT THE 1AIPROVEMENTS SHOWN ' _�j 0' <� '' HAVE BEEN LOCATED BY AN INSTRUMENT SURVEY. ='�`��y`� :. MARTHA ARENOVSKI P.�:L a'rT. S - 7-19-01 SCALE: 1� =60' 1 EASTBOUND LAND SURVEYING, IN6 ROBB SYKES, LS.- � ter, l 41 MEE-nNGHOUSE LANE SAGAMORE BEACH, MA t 12 ASPHALT ROOF SHINGLES/ 12� COLOR T.B.O. BY OWNER WOOD LOUVRE PAINTED BY BROSCO OR EOUAL - WHITE CEDAR SHINGLES ®5" TO WEATHER CONTINUOUS RIDGE VENT w ANDERSEN CTC2 CIRCLETOP WINDOW ASPHALT ROOF SHINGLES/ 10 COLOR T.B.D. BY OWNER 12F w Imo S.GABLE OVERNANG AT DORMERS 1 xlO RAKE;. 1 % 3 y Q 12 DRIP MOLD/ALL TRIM j N-<. 12� 'WHITE CEDAR BOARDS ARE BY AZEK 'SHINGLES a n ®5" T.W. Q W J m 'ANDERSEN 2442 p y a 200 SERIES (4) ANDERSEN PTR4010 DOUBLE HUNG - TRANSOM WINDOWS mz BOX BY G.C. TO W /♦ 3 a w r WHITE ALUMINUM COVER SLIDING GS v 12 12" GABLE OVERHANGS : PUTTERS& DOOR TRACK 6 DOWNSPOUTS TYP. ANDERSEN AXW281 FTTI.® ® ® ® WHITE CEDAR AWNING WINDOW SHINGLES IFmI ®5' T.W. i x 4 WINDOW - CASING TYP. 1313 ®® ®® B PANEL 68 TDOOR 1313 CORNER I BOARDS 0 0 0 e BY BROSCO _ .TYPICAL PAINTED WNiV y yy 00 00 00 00 TWO OPPOSING 8' GLIDING 3137 DOORS BY G.C. W/VERTICAL GARAGE SOUTH ELEVATION GARAGE EAST ELEVATION GROOVES O.C. AS SHOWN SCALE: 1/4' = 1'-O' SCALE: 1/4" = 1'-0' PAINTED WHITE a 5�'f vO�ty N o 0 O m o a N 5 Z w W g N z Q co L1J w 0 Q >¢ > In o LL� F w Q LEI 11 Q SHEET A00 FILE$: JDS09003A6 GARAGE NORTH ELEVATION GARAGE WEST ELEVATION DATE:09 03 09 SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" - PROJ. MGR. JDS C.M. N/A SHEAR PLYWOOD INSTALLED VERTICALLY SHEAR PANELS 27-(3/5.4)•,.2=24 7— 114• SHEAR WALL. 1/2 PLY 80 COMMON. 6- O.C. EDGE 12'O.C. FIELD. BLOCK SEAMS SHEAR WALL, 1/2 PLY 8D COMMON. 6- O.C. EDGE. 12. O.C. FIELD. BLOCK SEAMS . •I QI QI QI QT INSIDE SILL TO PLATEINSULATE WALL AND NSTALL }'PLYWOOD TO - - 14 CUPOLA BEYOND O f II LINES OF VENT SHAFT II BEYOND FROM BOTTOM C m m o I I OO OF TRUSSES INTO CUPOLA c n n O gym¢ I I � 'r♦ J� I¢ I I I I TYPICAL ROOF CONSTRUCTION: v �^ n ASPHALT ROOF SHINGLES/COLOR • p LialO N n I I 6x6 PSL FULL HEIGHT TO RAFTER II T.B.D. BY OWNER/5/8-COX Quj m xot (3) P.T. JACKS FOR DOOR HEADER I PLYWOOD ROOF SHEATHING/ L i«_ n I I n I I WOOD TRUSSES (DESIGN BY ,w r l z TRUSS MFR. - SEE ROOF FRAMING PLAN FOR SPACING/9'FIBERGLASS N I I LINE OF 2 x6 12 INSULATION AS SHOWN OJ m W 2)J CK FOR DOOR HEADER II GABLE WALL ABOVE m i�7 '♦ Saw UUm U 12 n z o o 113 n �0 PROVIDE 'PROPERVENT" w a z o SHED GARAGE 6 o w OR EQUAL SAT EAVES O INSULATION AT EAVES a 0 O 0 0 n z TO MAINTAIN VENTING a �tioo I I O}�� a 2x6BLOCKING o o} z I I o m O1¢ w - PROVIDE CONTINUOUS = SOFFIT VENTING � -I 0¢'j �o 0 o • N , x 2 DRIP MOLDING: 0 . m.ci i i 1 PSON H2OA(1)/TRUSS BOTTOM OF 2 x 6 CABLE WALL BEYOND , x 8 FASCIA: . ABOVE: RIFY FIT OR 2. A 1 x 8 SOFFIT W/VENT STRIP: 1 x 8 FRIEZE: ALL AZEK r ,,�p I WALL BLOCKING &CENTER OR �P'BC'g�A�.• AT SEAMS OF SHEAR PLYWOOD - TYPICAL EXTERIOR WALL tl 'G• '�� II 3068 METAL ! o CONSTRUCTION: P J� •� .:v 3068 METAL •1 WHITE CEDAR SHINGLES 6 PANEL DOOR PROVIDE 5/8' ANCHOR.BOLTS 0 5- TO WEATHER/'TYVEK' Q 6 PANEL DOOR > .•,,,; �' BY BROSCO OR E0. I i ABOVE: BY BROSCO 3 ra9 PAINTED WHITE EMBEDDED 10 INTO TOP OF WALL OR EQUAL BUILDING PAPER/ �w PAINTED WHITE I I OO & HIGH ENOUGH ABOVE o 1/2-COX PLYWOOD SHEATHING/ "� I ge�}S^y7 (2) 3068 METAL WALL TO CATCH P.T. SILL - 2 x 6 STUDS®16"O.C. II ( PANEL DOORS ABOVE' & BOTTOM PLATE OF WALL W/SOLID BRIDGING CONTINUOUS 5' CONCRETE SLAB W 7Q O4 PR SSURE TREATED 2 x 6 SILL / IN MIATION 6"FIBERGLASS •1 I I BY BROSCO OR EQ. 6/6 W.W.M INSULATION O I I PAINTED WHITE i•RICID INSULATION ®PERIMETERS fT IN DORMER IN DORMER IN DORMER e ti a ABOVE ABOVE DABOVE ,'\ '' O7 8" CONCRETE FOUNDATION WALL QZ IQ QI STYROFOAM INSULATION fvr..Via- y" ON 16' x 8' CONTINUOUS CONC. •:�, ' TYPICAL AT PERIMETER - FOOTING W/#4 BARS VERTICAL - - - I OF WALL AND SLAB AS SHOWN - 0 48. D.C...'L' INTO FOOTINGS o�� N 0 0 •SHEAR PANELS 27-(3/5.4)•,.2 =24 9= ,4• - GARAGE SECTION _ o m q a . GARAGE FLOOR PLAN SCALE: ,/4 = -o W F N a n SCALE: 1/4' t-0' w F S o z - 1 1/8 OR = LVL LEDGER FOR SHED RAFTERS 1 1/8 OR = LVL LEDGER FOR SHED RAFTERS - LL=180 3/LF; LL+DL=270#/LF - SIMPSON A35• (1)/RAFTER - - - .. PSL(2) 5/8•CARRIAGE BOLT TO RAFTER i (3)S.P.F. JACK S W /ice - �N\ (3) 1 3/4 x 11 7/8' LVL a J w - / (3) 2 x 10 HEADER W/1/2•PLY FLINCHES o _� - �// GABLE GIRT TRUSS PER MANUFACTURE \� TRANSOM of < Q 6x6 PS_NOTCH FOR TRUSS AS RED Q L-Li N ZINSULATIONSIM - (3)P.T. JACK / SIMPSON H10A (,)/-TRUSS SIMPSON H10A (1)/TRUSS l VERIFY FIT OR R2.5A VERIFY FIT OR H2.5A , W 0., 1'l rJ I i - U Q Of I I Q //gg�� - I •1 ABU66 PW&W8' QUICK BOLT OK ONI I D 8 SHEET I I 1 I SHED SECTION ELEVATION SHED/GARAGE GABLE ADDED 10/05/09 16' DOOR FRAMING FILE : JDS09003A7 / ADDED 10/OS/09 SCALE: 1/4' _ ,•-0' SCALE: 1/4' = 1•-O. ADDED 10/OS/09 DATE:09 03 09 SCALE: t 4' 1'-0" PROJ. MGR. JDS - _ ROOF SNOW LOAD = L.L = 30 P F Q ASPECT RATION 52/38 1.4 ROOF DEAD LOAD = 15 PSF WALL FACTOR 12/10-1.2 L.L + D.L. = 45 PSF ANCHOR BOLTS.3/5.71.1.2- 51" USE 48' •'�i �IIIIi1IIIIIII�I�IIIIIII°°°°IIIIIII IIIIIIIIiIIIIII�II1 ° - — ,I1I,IIIIIIIIIIIIIIIIII JIIIIIIIIIII1 IIIIIIIIIIIII,,IIi,I(IIIIIIIIIIIIII „ •� 5/BX36'- THREADED D ROD /WASHER/NU W¢ OTTOM CHORD D.L +75 PSF , - Ga.waporn w} R TYPICAL REBAR ° A'qw`1 � "6� • =aNMm�3 p 0 BOTTOM OR TE TO (2) 2X6 .uds IV GABLE OVERHANGS BY 2X4 block o Y-o 2'-0" -0" 2'-0" 2'-0- 2•-0 2' 0' 2-0" 2•-O" 2'-0- 2'-0- 2•-0" 2•-0" 2•-0" 2•-0" 2'-0" HOU8-SDS2.5 TYP W -1 r—————— ————————— r ———---———— 8" CONCRETE FOUNDATION WALL ON16' x 8"-- — --I------------------ CONTINUOUS CONC. FOOTING W/g4 BARS VERTICAL 0 48"O.C. "L'INTO FOOTINGS. MATCH BOLTS. ALTERNATE HOOK TYPICAL r'ANCHOR BOLTS ®48' O.C. U.N.O.. SIMPSOM BP5/8-3 WASHERS SCISSORS TRUSSES/SPACING AS SHOWN/DESIGN BY RUSS MFR. 2D" 11'-O' C NCRETE APRON DOUBLE MEMBERS AT SHAFT t, 87 OPENING AMP UNDERNOTE: NOTE DROP WALL W NOTE DROP WALL FOR DOORS/POUR FOR DOORS/POUR CUPOLA SLAB OVER QUARTERS AS SHOWN/ SLAB OVER PITCH SLAB TOWARD GLIDING DOORS AT ENDS no U)OW t C L NO d DROP 8 , FORDOORS/POUR I I I - d' �-^ _ I NOTE: DROP WALL I I '� ¢ o FOR DOORS/POUR. SLAB OVER 1 I y a N n _ `——SLAB OVER _——— NOTE: DROP WALL I I I i FOR DOORS/POUR ---- —, SLAB OVER —__J I .i z ———_—_——_———.—— ——————————————————————._ - 3•-6"M.O. I a e � ' k7 ° ° ° NOTE: -6"m.o. CONVENTIONAL FRAMING DOUBLE NOTE: OF SHED ROOF BY G.C.: LADDER FRAMING OF TRUSSES TYPICAL DORMER FRAMING BY G.C.: 2 x 10 RAFTERS 0 16' O.C./ 12"GABLE OVERHANGS - AT DORMERS 2 x 4 STUDS ®16" O.C./ - 2 x 10 HIP RAFTERS BY G.C. AS SHOWN 2 x 8 RAFTERS®16' O.C/ Q 2 x 10 RIDGE BD. GARAGE FOUNDATION PLAN _ i GARAGE ROOF FRAMING PLAN of !y - SCALE 1/4-= l'-O- - SCALE 1/4- = 1'-0" o 0 t N f ^ W U Q CY 0 , SHEET i � • FILE#: JDS09003A8 DATE:09 03 09 PROJ. MISR. JDS - 1 ' / - � -- 000" 1.0 MAP 173 • / — '_'.i ' i' JCC1 f"Mft f / 84 AL e�� arax.re mouwee ug � i Street G,4� / , Of AL 00LY- AL AL 0X61.3 I AL AL `g romr i MAP 173 / 14-1 1151 I / A4 AILAL 0.2 AL AL JIL AL AL AIL JIL AL \AL AL AL AL AIL I shy 3L \ \ i . / \ 9 AL \\ MA153 17 \ / �+ d� 1 125 X5&4 - . AL ( AL JAIL AIL AL AL X59.4 / AIL AL .NAL \ ^^ IL / ' Utilities shown are opprox., contractor shall ` \ \ / AL be responsible for calling DIGSAFE (1-888-344-7233) and verifying the location of all underground k overhead utilities prior \ / c to commencement of work. Septic system, shown per design plan and asbullt — \ / AL ties drom recent septic upgrade, WEAL \ AL 'L AL AL 52.2 C If If a l/ 7 C OVERLAY DISTRICT: AP - Aquifer Protection District RPOD -Resource Protection Overlay District r ZONE:RC / (Per )Area (min.) 87,120 SF(P RPOD Frontagge (min) 20' / Width (min) 100' l f Setbc , s a •, Front 26' - / I 8 b81�r ,�• d+' a s•fz' Side 10' / I Rear 10' / I 7 • f Y FLOOD ZONE: IH of M l �r , • ?• i �i �O• • ¢ Zone C 9 ;1 Community Pone No. O� JOH G CyG 250001 0015 C `S i':..`.?.•�"• •, r - k_r,,. 'v t a • .August 19, 1985 cs: O' EA : IL 0. LOCATION MAP: Scale: 1" = 2000't ASSESSORS REF.: Fss/ONAL Map 173, Parcel 15: 1 TIRE• - PREPARED BY PREPARED FOR:. : NOIES - , O(Ite Plan 1.) Lot lines are shown per plans of record, this Proposed Barn Sullivan Engineering,Inc. plan does not represent a full retracement r Po Box 659 Cape � - survey.of the'property, and is for proposed At Osterole,MA 02655 civa ,,, Rebecca Perry war* only, not lot line staking ect 125 Oak Street t�,.28-3314`SW,.28-"161- �101 wi �r I LAM ts ) Y 1n g 2. Wetland delineation b Haml Consultion utilitzing_'vegetation and hydric soils analysis Barnstable, (West Bemstable) Mass. Droft: /0p 60 a 30 6a 9125109. Verify with canCom. DATE SCAM Review: PS 3.) Most offsite date from Town G.I.S. and is October 22009 1" = 60' pro t t 29009 opproxiniate, shown for reference only. } w . SMOKE UETZ�'c i d ray: REVIEWED ORtS LE ILDI G EPT. DATE ® FR FIRE DEPARTMENT DATE Bo TH SIGNATURES ARE.REWRED FOR PERMITTING / . �FFH Q m� . FR JoNQ� W mZ ORTANT— UPGRADE•REQUIREDBULDIN � G CODE REQUIRES T JE UPGRADING OF �SMOI DETECTORS FOR THE ENTIRE',DWELLING WHEN AS—BUILT FRONT ELEVATION MORE SLEEPING ARWAREAdbEDORCREATED. 4 SCALE: 1/4 = '� .. MOTE: A .SEFm;m E PER1U� IS'REQj7(RE13 FOR I RINSTALLATION OF SMOKE DETECTORS-THE ELECT AL PERMIT DOES NOT SATISFY THIS REQUIREMENT. FP EM EM omo >= w U Q< - . . '.i O AS—BUILT LEFT ELEVATION (DECK NOT S"°'""' —'W _— �- wQ .. F Q \ _ AS—BUILT -RIGHT ELEVATION ~ ``'s.�< SCALE: 1/4" w ` f �LL_ � f— J o m . ` V) 'c 0 Q 76 SHEET 2 a- { FILE # JDS10025AE31 _ 11/21/10. c F -As Pi .Coe V �� a Z\g BATH FAMILY RM: EDR f B OOM FOYERWALK-IN° 9 CLOSET - H ALL u PORCH NEW II. Cb CLOSE " ° BEDROOM --- DINING RAILING II , 00 00 ® o LOFT o KITCHEN .mo _ sZw - WON S LIVING RM. _ TH CRAFTS/ E J O tI I LAUNDRY .. Z w cn om _ � V QN Q . o � De 'L_ S. l" Q ul Q SHEET AZio o , FILE,'¢: J057 D025AB2 - DATE:71/27/t 0- - - _ PROJ: MGR. JDS - - ,I CONSTRUCTION SET 1•.4r P7IIRO6 w DEEP IROrN 3206 WALL VENT D. OVER HAN FOUNDATION r I I I I I OiA use SO Do Q TvpIC Fl((O��FRtR I w 19-e yr -- -L• yr TOS HOVM 1II I. ( .5/6e ANCHOR rn�NAnmb tw cacao HG SLm sm•3 3Fn30a a am WALLI WASHER VAXDIUH SILT 40?Dr:6•n VAnS)AS REgEED Dead Wnsl/D= 2.aUNDR ON HALL OSVEER OR �tmo" Igo 4■L POSf IN DAIl TO 5LL E GIRT LA 6 6 M TIRES SF1oD.m BILL 9S LAUNDRY, SET FIR Do,IV TREADS,FIELD .'„ ,/. ' Cat a6e•GTRF - I DROP FOROATmI n 3/V �I Z -- - 1su v4• AMAIT FOR 30'PM GRADE DRO• DECK 6 b F'mTDRi w Dw I I_ sq 1O1!7 PAR BEAM 02 - FRd FTHSN FRIDt ■ -. r-� I • -- a•s v<• a•-41 la-9 yr - - L-- - I OLCO SL OR S'DRLAR r�m BULXHEAD SEE aPvosnE HIDTes -- — I FM L J I I I I v EALL sETTBc E ��".V 3 � ,WOW a Icpn,�,. g W.I :4T BATH I I 6. , L— I I ar GRADE BROPS2111)HEA1 DIAL GRAMI — LOSJ LI ` b I m P02GT s 8/4'DPI 1 s/r HIGH FLAT CEILING - DEN — BBEELOW GGR SOM AMEE SES m~ TYPICAL sVOW ANCHOR an rn BEDROOM HQIIDOWN HERO EEOEDDED HOtL sDr3oL�J/B 3 1)A IS SSVSd HM H OLSVWNF VAOSOIK MERMEN aTS 4B•OG N E . SLOPED m1p 2)AM=SILT 6 SDi501 PABS-0B FR01 EHOS 11111m{N SE PLAN i'GR - (ENECO D 14')OR• SILTS IESIUMIRW SUE A ED SPACE e•CONCRETE DUST APPLY Imm11N OO CAST ASPHMLT - CAP _ 3/�A VRA M USE nGwrtmDH TO EST GRADE AND HOLD OOATDIB DDYN AT. LEAST N iRd O1ADE 6•CRASHED SIDE O\\N b FOUNDATION SECTIOP} Vw SCALE 1 ST FLOOR PLAN $CAI-I/V-11-0' 1 1ST FLOOR PLAN SCALE 111V-V-0` 2 FOUNDATION PLAN SCALE Ile-Il-w 3 E NEW ANKALT TO MANN E103IR0. . 00 DOR ER ROOF TO REMAIN REMCNA Y ARIL REM a RE��10CIF z aV n TIH PLA>ks a Rose 1su1s mwt �R � OLD Row RENOY® EIOEO.DORMER m Post I" TO WAIL Sam _ CAIE ERR+zr i°R DE�i0RIMD FRAME�I= BE Z O Q c� - - HEAD OF'RAFIERB AS J SDD22E36 laa ve- 1-.9114 LV TO WALL - KILL! 9H � saasm NAN@R9 ` '�^^ (, 2e P.T.SLL GEL# VALLEY FRNERi 2Asls'O.G _ O v 1 3/41 s 1/2'L1L A/ AS"M ,J 41e I/s L,L SaT To I I I -I r - A O REm m esrAen51I RAIOE y- r MALL A1D11O 1H9-LSE:Vi � 1)(� 28 BLOCK MR WALL ARM _ 200 RAFIFRS 0 IC GG Li < c - POSTTMNI KEEP RAM W/TOP L1t. 1 3/4.9 ItZ -W LK SISM Z W I (2)la:TAz4.- a1O UNDER PAIIlIil0I1 2a TMRot HNs to LYL I p A Q N Li Li �wA mO oYtlt LYL -as P.T.SILL d SAL sPwm 1 - - I I 1 Z BWy3H10E,FSL ALL 110SB - lir FOUIOATIOR 1 a%4'lA,/r LN.HEADER SS lOD M 2n2 QW.RISE,PIECE a6 WALL eRaDD _ Q. - 4=T I -- o o I W14d0 MAN D/2A1 TOP PLAID RPPED 0 U - O O POST d SLL -1 - s 2t6 WALL tEE.DrI 3/4,PURCR SIFFE..BAD a 2C SMooETED A U 10•FOUNDATION O EEOS BOTTOM/ PRATE PER DETAILS AS W •� I r t WLA SU-SM 2D EACH CONEC ION W v' Q 1 s 1 Ti 240 O,6'GG gm m - m -SSPSOI LSTA12 DYEtR RODE ■� W2d P��ON h s Ir LAL s s e - MIT RIDGE E 10 BILM ON SOE W.d SLL SIMLeid 9LSEAL TRIM TO NATCN EMN0 iy �V O Z u LVL^ 1-01IC•1L<x91R 9' •1/9"LVL RIM I51 O L(.. (2)1 3/4■11 7/6'lYL LAYOR,.L O J L)-• (2)sorme6o - I _ ()SDD2ZSSB IDED d LYL Flo BOR.4EAI1 SCAM.7 BACK - x19'-0519•l119x 912•LVL RIM JOIST 4- ROOF a 35 a QO PW M.S IQB 20 r ' zro ve• J �JMI/I.NM DELL 20•eo PlF Ro aflIDDOR 1W1 SEAN#a 11•SPAN DE9ON _PROYOE 1 Tlom$Q4 LYl tMC107t DEMWALL 2O 36 a!%q 316 so DNdAR1�2O�O eoPIFSNAG A2 . 0 '�. (R 1/Y'IL73 BAOE1t m EERY(4)IDEAL DELL 20•60 Rf 60 RED DOU yO 36 a lxi w 316 4NA - (�1/r BOL13 llRll LYL O IDd6 OEM!1ST 40 a sO 9 40 S0 OID H1 I NA PdIT LOAD NAIL TOTAL 513 1� 0 D ROOPaO 40 a sO•6 200 300 - - DEOC 4OF D V" 4so.To - - IOTAL M,6. BID cc i1 9 FILE REBECCA N DATE. 26 10 U ` 1ST FLOOR FRAMING sciue 1/t-r-d 4 2ND FLOOR PLAN sCA¢Vr-+'-r 5 ROOF FRAMING SCALE I/4--r-o' g Q t d + 7 CONSTRUCTION SET NGS BASED ON BEST AVAILABLE INFORMATION AND Ia,E ON,DLL IEpRt �,ff RAIE('�W FIELD OBSERVATION. GENERAL CONTRACTOR TO VERIFY CODE a Y-d FMSI.USE r-2�� wwol(2)13/1r Nna ea�T ALL CONDITIONS AND DIMENSION IN FIELD AND ADJUST W�wl �FT2sr VOW TOP 2D DE K m PIATES w/(2)3Nm *9-1 1/t.tsar Emsma ao am1 slmwnnK eaus w/rwsEns FOR DISCREPANCIES. BIRCHALL CONSULTING ACCEPTS NO ��PPRRIDINE SUP IND MO DORMER I EADFtoOM ��AN EACH SIDE U LIABILITY FOR ERRORS OR OMISSIONS a 210 DOOIL SMIT-M YSTAN W EM RP 2IM m Fir W.1/r BOLT m RAM E. (3)2.0•/PLY RME4 PUNCH BOFT011 OW PER WOOL 11OFJO0 RUM TOP oAr a yC .. A94MT RODE S OMME OVER ICE ALLOW FOR ROW tOJF► as IN ENDS _ T _ a SNOW SHOW DEAD RISE RAFOR 2r3 COLLAR ME 1/2•BOAR OF CHO O�O VIESIS S� FROM%mr RAP4A A1JCHS w/MIX EDGE - FA®FQR4/69 NSRATION R32 IRS S OU m MATCH OOBTNO 4 1/2• pY11OOD OR ADVAN1E K ao;mm emm ` F4 Raw VJIR 9O'Flr 2 1/r Sila'OR �1 0•O.G OM EM SIND WALL I-- Z!s2Psa za EACH RAPIER () r 3t Opt-A1910 MOTE:L1L MAY BE FLAMED P BO BOOT Spl YSrA20 1 RE0. 1L WALL SYSIOW CELM N FIT MO 0031010 BAYS AND BEAR FULL 3. s-z ye SIPSON AMMO BASM 0/ae LAO •��" . ' ♦ y3 x 9-21<' NOTE SSG INSIDE OF SPAN v 1y)MOIE®AR 51egE4 YFA7IER On SIIGNT OFFSET.SPAN BATH ONLY 1rC CH E24IN0 WALL'1EREY ALL Ot67►q RAFTERS is T OFF ET ROOM BOLT Nm CO.Sam PLYWOOD ADVANIIX AFTERS IS INSIDE OF RODM �m a FACED FI aS ARE(S 2KBJ E7S(?)21m _ SOPSON AN EACH 9CF SEE�r�vATIdl.Felt. 99RAFTERS (FAAIIMO RAF7 RS 'FAL1:L fME1tOLAS4 092ATgN R32 W 4 FBEROA44eMSDA71011 RI - C):ARS/CASED MIO 1 OPOB10 SENO .NOTCH e F OONINIJAIIpI L ■ 0 1/2 TA 230 OIr 0.a N1E�0R oYPSUY LLiIEL 4%VOFY as P REMIRED 0 1/2 BLT ZYD a 1Y aC OOSTOM 29e DECK:M BACK a ,1q/_pr97p111R1y1�BA0.�Ts FDR IDDB• - 1/?7MB1 BOLTS fbt IOOB _I X 1//B OEM LOOT 2 D RAOR HANG (�)wtAP S SLR RED, { S2PSp1 M91A24(1)RM W CELNR ` 3 EZ BASE ON lVl.lye LIIO ) iT 3%r STRAPPMD a 10'0.6 W�T NID S11L4. - BOLT NiO LYl5N ) 3 G 0i 2)1/r aWST2F FNISN LCAL 4.%9fWV ' tMSIEw 2e.WALL IwJ1OIEA G 21e w/FLY FLDES Q (2).IAO6 EACH END - r RNIiL nit TO WALL NDORmR - - T/PICAL DEpc.SY9TE11 n i I T FN19t RR m oYrsN CE22a 3/4 Tao PLYWOOD DEppm OJE AMC eD LAUNDRY a RND(COATED)MAL a tr FESD,r EDp5 q DEN I I> 0 1/2 TA Me ac. & RIGHT ELEVATIOND- 1 �3//OCHE t/2 Lvl MO•as 6FE FRIYq/R ISI ASi tsr RODt °� ' ' Q FA®P�A53 N01MTIp1 -:yS s ya• (?) R30 MAIN DETSL R31 OUE'MINO W P.L S21 CH r SELL SEMEN � I 'I am BUIR r.IOF,/4JOM wnum Poomr . 0 3/4' (3)2d2 GOT FIT1ED E2 ff S24 PA 114 EACH JpSr ~ (S)21n2�GRT 24 PAD O tE8 - - Ki 21e OT iR EP;S M BOLT m FT.1t1GE. PUNCH BOifOY DOS PER OETAL .� g.y,rz• rdW.AL 3 1/2'•LMIEY C01JlIRJS. I' DER.ON SELL Ono OR 0 ON SELL - Q STAGGERED�r a 24• NNW. 71P CAP/BAg RATE BOLTED m - ' +_�... 4 I 1 --- - wor Mcom.mLTT m Pd/r PLATE WELD UTRES IN w/(2) -- 301UCRRAL BETS w/WASHERS - -' i LEFT ELEVATION PLAN n a N n t W t, m4 � �g SECTION 1 '+Z I/r-f 0 1 SECTION 2 + - 9G2E 1µ•-1'--W 2 GABLE BEAM FRAMING SOME 1/4--1'-0" 3 al-69. ' :' �rr RySCheci4$aRwsu�9fe�..I�•14 2 -.=' I Com►plaanGe., Qt �fc #e; E O DESIGN BASED ON MAXIMUM STAIR : LAYOUT SHOW 4 ;'* r.4O.tiRRIbN',aA'C EaHfMr)�Yr F h .t O AZEK OR = RAIL SYSTEM Ir-°""°' (2) 1 3/4x11 7/8 LVL RIM JOIST .k " F 5/8 x 11 COMPOSITE TREAD "'` ""` W� Qcl (1) 5/8"• BOLTS PER BAY W/ """ "�'"" 6 -�r p DESIGN GRADE.DROP .TYPICAL 3" SIMPSON WASHERS }' 1x5 AZEK TRIM, SHIM ® SOFFIT ; "k �N h. as¢ +An i;�t` xe:�: ip U Q C 3/4" MDO PLYWOOD SOFFIT..MAY k .l yi b NEED TO INSULATE SOFFIT BEFORE W W Z ". e L R s, b PLYWOOD.'USE R38 FACED N O o b r R32 INSIDE. TYP FACED FIBERGLASS ORW _ 2x8 P.T. SILL ON SEALER ` (� 1 1 OVERHANGS t2" 2x3 FURRING I . o CONCRETE PAD+SONG O U i TUBE POUR MONOLITHIC �_ 2x8 FRAMING 16:O.C, HANG JOIST O co N,�. TRIM SYSTEM TO MATCH EXISTING ,� O � L1 ❑ _ _ VENT SOFFIT 2 1/2" STRIP OR LJ. a �' t COR—A—VENT sNEEr A3 . 0 tt xr+wmww ms ±mr: FILE REBECCA N PORCH SECTION SCAIE I/2• r-O• 4 DATE 09 28 10 U { iQP�✓� s c d lan-5 � P { r � W � 4 t I a t, RHO `�. �--� D 6.3. s f + INE.. fL , + 1 CO + CL I p , Cl- { �- � � "60 • 2 EDGE- . L? - OD GA S > � " R v v C s. .f n.' t ,7� EVSnN 2 MG h i No � $3 t LAWN. 1.315" O.D. PURLIN 1.315- O.D. PURLIN (PLAIN END) (SWAGED END) — — 1.900" O.D. HALF BOW #14 x 3/4" DETAIL-1 s I/4 x 3/4 SHEET METAL TEK SCREW — — SCREW 2' ANGLED LEAN-TO BRACKET 2-PLACES 1.315" O.D. PURLIN {j PURLIN CLASP PURLIN SP LIICCIE 3/8 x 3" HEX BOLT & NUT ATTr,CHING METHOD � DIETAIIIL_2 ti- 1.900" O.D. HALF'BOW` FASTENERS BY OTHERS — INTERNAL BOW a DETAIL-2 1.900" O.D. HALF BOW #14 x 3/4" SHEET METAL SCREW 2-PLACES 1.315" O.D. PURLIN M 1.900" O.D. SKY KING 36 ! CLASP PURLIN HALF BOW (U-PLACES ON 4• CENTERS) 1/4" x 3/4" TEK SCREW )IDIETAH L-2 i END BOW nn�*o yypy i 3/8 (x 3- HEX BOLT d NUT 2.197" 0 i)..z 50- GROUND POST (11-PLACES ON 4' CENTERS) ior 932 PAGE ROAD 800-631-2226 ` WASHINGTON. NC 27889 WWW.XSSMITH.COM SKY KING 18' x 40' LEAN—TO ASSEMBLY & DETAILS_ SIEcC7 HONAIL ELEVATION 7 � III � C —[?I, Z101 Li . DRAWN BY APPROVED BY DRAWW NO. Y� A. RIGAZIO DATE SCALE 01-20-10 1/2"4-0° ,4 I .#12 x I' S.S. HEX HD. SHEET METAL SCREW I 8mm PCSS GLAZING #12 x I/2' S.S. HEX HEAD PCSS CAP EXTRUSION I #12 x I' S.S. TEK SCREW SHEET METAL SCREW + W/ #12 x 1/2' NEOPRENE 1-1/2- x 4-1/2' x 120' ALUMINUM FLASHING I BONDED WASHER PCSS BASE EXTRUSION _ 2-PLACES BETWEEN BOWS #10 x 1/2" S.S. TEK SCREW #12 x 3/4- FLO-SEAL TEK SCREW 2-PLACES 8mm PCSS GLAZING *10 I TEK XSCREW S.S. 3'0. K-D VENT ASSEMBLY SILL SPLICE ANGLE VENT HEADER ALUMINUM SILL n EXTRUSION.. � x 3/4' S.S. ANTI-DRIP 1 *12 7— TEK SCREW + PURLIN 2-PLACES EXTRUSION • SILL SECTION J o VENT TRIM 1.900' O.D. BETWEEN BOWS 'INTERNAL BOW 3,4. _ • SECTION A-A INTERNAL BOW 3,4 ` - I a i #12 x 1-1/4' TEK SCREW #12 x 1/2- S.S. HEX HEAD (ON 12' CENTERS) SHEET METAL SCREW #10 x I/2' S.S. TEK SCREW 4• 2-PLACES 1.900' O.D. BOW PCSS CAP EXTRUSION " I I%4" PCSS BASE EXTRUSION \`\ 8mm PCSS GLAZING \\ 8mm PCSS GLAZING " LA FILLER STRIP #12 x 3/4' S.S. TEK SCREW; y I' x 3' x :032' TOP SECTION #10 x 1/2' S.S. TEK SCREW ALUMINUM FLASHING 1 #12 x 3/4" S.S. ANTI-DRIP ANTI-DRIP PURLIN EXTRUSION TEK SCREW PURLIN #12 x I" S.S. 2-PLACES EXTRUSION TEK SCREW I PCSS CAP 1.900' O.D. END BOW EXTRUSION 8mm PCSS (CUT TO SUIT) GLAZING 8mm PCSS GLAZING PCSS BASE EXTRUSION SECTION A-A (CUT TO SUIT) END BOW , #12 x 1/2' S.S. 2.197" O.D. HEX HD. SHEET ' POST METAL SCREW #10 x I/2' S.S. TEK SCREW 932 PAGE ROAD 800-631-2226 WASHINGTON. NC 27889 WW ..XSSMITH.COM ALUMINUM SILL � EXTRUSION j,. 18' x 40' SKY KING LEAN-TO TOP GLAZING 7 #12 x SCREW S.S. ASSEMBLY & DETAILS TEK SCREW (TOP & BOTTOM a HEADER 6 SILL) (W/ 3• K—D VENT) ) sr Atxa APPROVED BY DRAWING NO. g °,ce • }1 + ' id" - DRAWN BY - All �- "' A. RIGAZIO �a pp �y�p �/ p p e� . - DATE SCALE T Q P 4 m LL.e II S ITS K l 8 X 0 4 0—V%3 02-02-10 MULTIPLE #10 x 1/2-4HEADER _� W (FOR VEN ONE AT.E 40'-5' 21'-0' (CUT TO SUIT) 5-21'-O' (CUT TO SUIT) *10 x 1/2' S.S. r TEK SCREW (y 4-PER SPLICE 0 o o r.; VENT HEADER END CAP . SPLICE ANGLE ROOF VENT SIDE VENT HEADER #10 x 1/2" S.S. TEK SCREW SECTHON A—A 2-PER END CAP j NOTE: SEAL ALL EXTRUSION SEAMS WITH SILICONE SEALER. SPREAD SEALER FLAT TO PREVENT DAMMING. #12 x 3/4" S.S. 40'-2 I/2' TEK SCREW 6'-11/4" 20'-0' 8'-0'. 6'-11/4' ANTI-DRIP PURLIN EXTRUSION o00o750- LONG o 0 0 0 0 0 0 o PURLIN SPLICE, ANTI-DRIP l��.T,llMN SECTION B-B 932 PAGE ROAD 800-631-2226 Sn WASHNGTON. NC 27889 WWW.XSSMITH.COM TME 40* LONG LEAN-TO PCSS TOP W/ 3' VENT W. r�: EXTRUSION LAYOUTS (47-1/2* WIDE PANELS) DRAWN BY APPROVED BY DRAWM NO. A. RIGAZIO DATE �E TGP4-040-LT 02-02-10 1/8 -1 4'—I°3/4". 3—RAILS 4'-0" - 12'-0' 4—0 4-RAILS w 4'-0" - 16'-0' 4'—I 3/4" LEFT END VENT RAIL INTERMEDIATE VENT RAIL DETAIL-F INTERMEDIATE VENT RAIL , INTERMEDIATE VENT RAIL F—A RIGHT END VENT RAIL I I i I i . I I I . I I LEFT END VENT SILL LEFT INTERMEDIATE.VENT SILL DETAIL-2 i CENTER,VENT SILL RIGHT INTERMEDIATE VENT SILL �A ° RIGHT END VENT SILL DETAIL-3 4'-5' 3—SILLS 4'-0" - 12'-0" 3'-5,I/2' 4-SILLS 0 4'-0" — 16-0" 4'-5' 40*-7? 1/2 ,1 VIE S.S. HEX ASH BRACKET I/4" x 5/8 S NOTE: SEAL ALL EXTRUSION ENDS/JOINTS F, PCSS CAP EXTRUSION BOLT & NUT DUR ING AS SEMBLY WITH SEALER.. 2'-10- LONG `a 1/4" x 3/4" S.S. CARRIAGE —— #10 x 1/2" S.S. TEK SCREW UNIVERSAL SPLICE PLATE ! BOLT & HEX=NUT VENT RAIL (INSTALL LAST AFTER I. #12 x 1/2" S.S. VENT RAIL GLAZING CAP EXTRUSION) VENT SILL SLOTTED HEX HD SHEET I SPLICE PLATE METAL SCREW DETAIL { 5—PLACES SASH BRACKET TYPICAL BOTH ENDS O —— #12 x I/2" S.S. HEX HEAD O O PCSS CAP Y EXTRUSION SHEET METAL SCREW . #12 x I/2" S.S. � O — 2'-10' LONG 5—PLACES I/4" x I/2" S.S HEX BOLT HEX HD SHEET 6mm x 1-7/16" PCSS PCSS BASE W/ I/4" S.S. HEX NUT METAL SCREW 8mm PCSS`GLAZING FILLER STRIP EXTRUSION (ASSEMBLE W/ NUT ON 5—PLACES VENT SILL 2'—II 3/4 LONG 2'-10 I1/16" LONG BOTTOM ON INTERMEDIATES. 8mm PCSS a CA I I' B PCSS CAP GLAZING �; CARRIAGE BOLT #S. 10 x I/2— S.S.; NUT ON TOP ON ENDS EXTRUSION & WEX NUT TEK SCREW _ UNIVERSAL 1-1/2" x 6" x I/16' W/ CLEARANCE HOLE IN PCSS) SPLICE ANGLE PCSS BASE. H CLOSURE ANGLE 2'-10" LONG — (: R LONG EXTRUSION 3'—I" LONG DETAIL-1 DETAIL-1 �D1E'�'AIIG—� 2'-10 II/16" LONG BOTTOM TOP i S E(CT101.4 R-B TYPICAL BOTH ENDS i { UNIVERSAL PCSS CAP EXTRUSION #12 x 1/2" S.S. HEX HEAD 1/4" x 3/.4" S.S. CARRIAGE BOLT I/4" x I" S.S. CARRIAGE,BOLT SPLICE PLATE 2'-10' LONG SHEET METAL SCREW 6 HEX NUT & HEX NUT 932 PAGE ROAD 800-631-2226 WASHINGTON. NC 27889 WWW.XSSMITH:COM UNIVERSAL — SPLICE ANGLE T� 3' x 40' K-D ROOF VENT vENT ASSEMBLY 8� DETAILS VENT RAIL PCSS BASE EXTRUSION 8mm PCSS GLAZING VENT SILL SLOTTED SPLICE PLATE 2'-10 II/I6' LONG (CUT LENGTH TO 2'—II 3/4-) �, (47-I�2 PANELS) SASH BRACKET 3-0, v -! DRAWN BY - APPROVED BY DMWM NO. 1 A. RIGAZIO p p p �a a��/ p p S]EC !L ®lam —A - /t` DATE - SCALE V TKDS4 3XO40-O,V R OZ- -10 N.T.S. 01 } r 1.900" O.D. BOW A AC ;I " GEAR RACK RIDGE PIPE z r 0 o SHAFT BEARING rn 1 1 1-1/2" x 1-1/4" .900" O.D. BOW BRACE CLAMP '' 4-PLACES 1' PI NION . w. c� I— LU DRIVE UNIT + . 0 1 0 MATCH DRILL DRIVE SHAFT THRU COUPLING & INSTALL 3/8" x 2-3/4 HEX BOLTS. DRIVE UNIT WASHERS & LOCK NUT w (SUPPLIED W/ DRIVE UNIT) #12 x. 3/4" TEK SCREW _7T 2-PER BRACE CLAMP PINION SPOOL U-BOLT R- F o o 2-PLACES PINION FRAME GEAR RACK 1.315" O.D. DROP TEE DRIVE SHAFT SHAFT BEARING (ATTACH W/ TWO U-BOLT 1/4" x 3/4" TEK SCREWS) (SUPPLIED W/ DRIVE MOTOR) VIEW. A—� DROP TEE w e^ 0wF 1=1/2" x 1-1/4" BRACE CLAMP 4-PLACES 1-1/4" x 1-1/4 BRACE .CLAMP 932 PAGE ROAD 800-631-2226 2-PLACES WASHINGTON. NC 27889 WWW.XSSMITH.COM 1.660" O.D. CROSS BAR ,me ROOF VENT DRIVE 'MOUNT INSTALL BOLTS DOWN 1.900" O.D. BOWS NOTE: DROP TEE & TWO (2) CROSS BARS INSTALLATION DRAWING PACKAGED TOGETHER AS TOP "VENT DRIVE MOUNT ASSEMBLY-STANDARD" MAWN BY APMVW BY MAWr�W. K. GROTYOHANN Ate DD TMTe( /Ig0 08-12-97 1/8"=I" & 1/4"=I" J ! #12 x 7/8 TEK SCREW 4-PLACES k I" SO. TUBING 56" LONG 90' BRACKET I-I/2 3-PLACES � 4- 1-1/2" SO. STUD 160" LONG ; (4-HOLES) 1-1/2" SO. TUBING 36=3/4" LONG Ir 2-PLACES �• � ® .. ' 1-1/2" SO. STUD 144" LONG. : B 1-1/2" SO. TUBING 38' LONG 'k I-I/2 SQ. TUBING J, - 1-1/2" SO. TUBING 56" LONG+ w I I/2" SQ. STUD , DETAIL-2 2-PLACES. M DETAIL-I . JE'� ARL 1-1/2" SO.`ST D 116" LONG `10-PLACES OPENING FOR .< 3' OPENING ' x FOR J 6-8- co WAA INTAKE SINGLE SHUTTER A , - HINGED I S _TUBING 56" LONG N. DOOR DETAIL-3 (.CUT 0 SUIT) v 37 3/4" 56" 36 3/4' S6_ BY BUILDER 1-1/2" SO. STUD �I SQ. TUBING NOTE: + SHUTTER OPENINGS ARE SIZED SUGGESTED 12" DIA. x 18 DEEP FOR THRU THE WALL MOUNTING. . CONCRETE STUD ANCHOR IF OUTSIDE SHUTTER MOUNTING IS DESIRED. SUBTRACT I'. FROM` 90 BRACKET HEIGHT & 3/4" FROM WIDTH.' - 2" x 3/4' (3-HOLES) .... IENDWAIL,IL ELEVATION OPPOSITE END MIRROR IMAGE { #12 x 7/8" TEK SCREW 3-PLACES ABC DETAIL 7-PLACES w 1.900" O.D. BOW� . �1.900" O.D. BOW �- I-I/2' STUD o p�Tsp F pF 140' BRACKET MOUNTING I-LL 1/2" STUD �pFtipty #12 x 7/F' TEK SCREW BRACKET o MOUNTING p�sF END BOW 932 PAGE ROAD 800-631-2226 BRACKET 3=PLACE'"� WQ WASHINGTON• NC 27889 WWW.XSSMITH.COM TmE I/4" x 2" CARRIAGE BOLT & HEX NUT 18' SKY KING LEAN-TO ENDWALL FRAMING TEK SCREW ASSEMBLY & DETAILS I-I/2' SQ. STUD I-I/2" SQ. STUD 2-PLACES 1" SQ. TUBING II�IE7CAIIIL,-ll I-PLACE - . DRAWN By A mvm BY -0RAWND NO. 3-PLACES A. RIGAZIO DATE SGLE 6 O;4 O_//J--F _ 01-28-10 1/4 4-0 E 8mm PCSS a GLAZING , #12 x I/2' NEOPRENE 1-1/2" SO. STUD BONDED WASHER #12 x I S.S. TEK SCREW K-D ROOF VENT ASSEMBLY t EXTRUSION _ SILL SION & DETAILS PROVIDED IN VENT DRAWINGS 8mm PCSS END CAP 8mm PCSS DETAIL-I (FRAME OPENINGS) GLAZING LL TOP GLAZING ASSEMBLY ,, #12 1' S.S. TEK SCREW � DETAILS PROVIDED IN, ., #12 x'.i" S.S.' TEK SCREW , H TOP GLAZING DRAWINGS (ON APPROX.-12" CENTERS) I� _ II. � ALUMINUM OPENING _ " FLASHING FOR OPENING #12 x I' S.S. TEK SCREW . 3' x 6'-8' FOR SI NGLE WRAC 4040 I" SO. TUBING HINGED INTAKE DOOR SHUTTER I' SQ. TUBING 1B -A SILL END CAP. 4-PLACES L—A (ATTACH W/ #10 x 1/2" 8mm PCSS SPLICE 8mm PCSS S.S. TEK SCREWS) GLAZING #12 x I' S.S. TEK SCREW #14 x 7/8" NEOPRENE BONDED WASHER SECTION Q:—Q. DIE'ICAIIG IE E�ICd IG ELEVATION 2-PLACES BETWEEN SPLICES OPPOSITE END MIRROR IMAGE a' NOTE: GLAZING SHOWN WITH 47-1/2' WIDE PCSS PANELS. 932 PAGE ROAD 800-631-2226 WASHINGTON. NC 27889 WWW.XSSMITH.COM ME 18' SKY KING LEAN—TO ENDWALL GLAZING va &ASSEMBLY DETAILSNA - . �a . .. - DRAWN BY A-MVED BY -wNG NQ - A. RIGAZIO_—: U - DATE SCI�E 01-28-10 1/4--I'-0- & 1/4"-1 .J ALTERNA / RISE e / SILI gERM� / i62� / P POEM SPA QED a O �pGE=` APR pj rx -- \ S �2'\ \\\ \ \\ \ \ P.PI RAP R� �\ _ \ \\ \ • �7 f \TM \ \\ 2\ try .3 JH \ 63. IAML YN T \. ION—HYDRI fl ' y iA Oo � \ (i(, \ 90. 10� \ r � \ ST �o \ c� ZGAS \ EXISTING \ Y \\ DWELLING \ TOP fNDN. '= 63.6' OL 00, \ I.AWN AREA \\ MAP 173 t \ 15 125 'c �� \ ,yam r 1sp \ \. --" / -------------------- \ ------------- ——— ✓ I AIIL MAP 17594 .� /14 r ,- 4' AL / s \ 4 1/ i- AL AL AL AIL J� ` I I f Ak MAP 173 f I 14-1AL AL f 0.2 Ak \\ il4 \ asc ---- AL I 1 Ak AL f \ \\ \\\ DOM AkALf f \ \\ and ror M Lte• `✓� } / AL \ AL AL Allwea AL No LAW AWA AL \\ \ MAP 17.3 `� Y J AL \ S \ j 125 /X5s 4 AL AL I jL AL \ / AL i1IlL \\ \ uwra44 • 1 / AL AL AL .... \ • Utllitles shown are approx, contractor shall \/ &� be responsible for calling DiGSAFE / / (1-888-344-7233) and verifying the location / . AL of all underground do overhead utilities prior to commencement of work "•Septic-system: n show per design'pian:and asbuflt -. . =- _ _ - �. - _ ..�/ - -_ — . .7 Alk ties drom recent septic upgrade, WF / AL AL AL ALL AL y.°. .OVERLAY DISTRICT: t r r AP - Aquifer Protection District RPOD -Resource Protection Overlay District a ZONE: l i RC Area (min.) 87,120 SF(Per RPOD) l / Front (min) 20' ! / Width (min) 100' / f Set6ac s: 6 l C Front 20' i f rta r Y *r a + Side 10' f f 'Rear 10 / f � ff ry • �+�<< r1 � FLOOD ZONE: i N M f ir'ou r ' a e \�HofP Zone C ,Ft � Community Panel No. ' O� JOH C �G it r +� /..1 ra "�T 1250001 0015 C tS P August 19, 1985 0 �A IL U)' 0. LOCATION MAP: Scale: I" = 2000't ASSESSORS REF.: Map 173, Parcel 15 DiIE PREPARED Or � PREPARED rM* NOTM I Site Plan t:__,: 1.) Lot lines are shown per plans of record, this Proposed Barn Sullivan Engine ft lRc. plan does not represent a full retracement S r PO Bar 659 ogee survey of the property, and is for proposed At Oat"Ie.MA 02655 � � Rebecca P6?y work only, not lot Line staking act. v "°e"�s"`"°°"�°-"1eToLAM B RVXTOA° 2.) Wetland delineation by Hamlyn Consultiong 125 Oak Street w b e.l II NN utrlRzing,vegetation and hydric soils analysis e Barnstable (west Barnetab/e) Mass. Orort: roD eo 0 30 90 9/25/09. Verify with ConCom. 3.) Most offsite date from Town G.I.S. and Is °A� October 2, 2009 SCALE 1" = 60' Rerle r PS approximate, shown for reference only. Pro ct .29009