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HomeMy WebLinkAbout0129 SCHOONER LANE .r 12 �' ��ao�� L��. i �� I I I I `` I r S11°59'02"W 111.49' Lot 2 �W Area=10,000f Sq. Ft. cl Or m 0.23f Acres 45.9' CO °N LL.I o� I I oco _ i CONCRETE I w rri FOUNDATION Q 30.1' TOP FNDN. (J ,©-7 I W Co ELEV. = 67.1' w P� Q z w I o 112.73' N12"43'16"E SCHOONER LANE DCE #03-123 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 129 SCHOONER LANE HYANNIS, MA SCALE : 1" = 20' DATE : FEBRUARY 2, 2007 REFERENCE ASSESSOR'S MAP 272 PARCEL 205 PREPARED FOR: LOT 2 PB 610 PG 95&96 BAYBERRY B G I HEREBY CERTIFY THAT THE STRUCTURE C, SHOWN ON THIS PLAN IS LOCATED ON THE ��' TIMOTHY GROUND AS SHOWN HEREON. �., � H m ` COVELL off 508—W2-4Ml - o .� f,5a W-eaeo v N0.38035y �0 OAP down cope engineering, inc. CIVIL ENGINEERS ------ _L_-- ( ----- ------- --- LAND SURVEYORS 939 Main Street — YARMOUTHPORT, MASS. D E RE LAND SURVEYOR Roma, Paul From: Pent', Tom -----..- --i- "-- . Sent: Friday, March 23,2007 11:20 AM To: 'Jacques Morin' Cc: Roma, Paul; LeBoeuf, John; Mckechnie, Robert; Lauzon, Jeffrey; Barrows, Debi; Shea, Sally Subject: RE: sheds According to the PIAAD an accessory structure that doesn't require a BUILDING PERMIT doesn't have to meet setbacks.However 780 CMR in chapter 1 and chapter 36 apply to structures less than 3 feet to the property Iine.There is no language of whether or not there is a Building Permit involved. 3603.3.1 provides that exterior walls less than 3 feet to the property line MUST be protected from BOTH sides with 1 hour fire resistive construction.So you will probably want to think about how close to the line you want to get.We would prefer that these are located at least 5 feet to the line. ---Original Message----- From. Jacques Morin [mailto:bayberrybuilding@comcast.net] Sent: Friday, March 23, 2007 10:39 AM To: Perry,Tom Subject: sheds Greetings, Thanks for not seeing me this morning. Just kidding...between all the confessionals and the questions I know your busy. I'm glad you reviewed the background on the shed item within the PHI-AHD. Your secretary gave me the feedback that the sheds can go anywhere on the lot. Do we need to qualify the size or can we do a 12 x 16 under the same area or is that qualification limited to anything over 120 s.f. Would appreciate hearing from you on this so we don't screw up and have to go to the confessional. Thanks. Jacques N. Morin, Pres. Bayberry Building Company, Inc. 'MIN.LOT AREA MIN.LOT IvM4.LOT MMmuM YARD MAXIMUM SQ.FT. FRONTAGE IN WM7H SETBACKS IN FT.r4 BLDG. FT IN FT. HEIGHT IN FT. . FRONT SIDE REAR 10,000 56;20'for a lot 100) 30• on the radios of a eul de sac Or.two and one-half(2-1/2)stories whichever is lesser. . (1)The Planning Board may grant a waiver-to the Lot Width requirement to individual lots located on the radius of a cul-de-sac provided that the grant of the waiver will result in a proper alignment of the home to the street. (2)Accessory Structures that requires a building permit shall be required to c0trf0tM to all setback requirements (3)Accessory garages,whether-attached or detached,shall require a minimum front yard setback of tWcnty(20)fed. - - (4)The Planning Board may require a planted buffer area within any required rear or side yard setback area. F) Parking: A minimum of two 2 ( ).On-site pirldn g spaces per dwelling unit shall be provided. A one car garage shall count as one parking space. A two car garage shall count as two parking spaces. , G) Phasing: The applicant, as part of the application for subdivision approval,may propose a phasing plan identifying the number of building permits requested to be issued in each year of the phasing plan. The Planning Board, upon a finding of good cause, may vary the provisions of Section 4.9 (5) (a)-(b) and,(6)(b)(i)- (iii)herein and allow for the allocation to,the applicant of the number of building permits proposed in the phasing plan or any different number that the i Planning Board deems appropriate,provided that at the time of the granting of. the special permit, that the determined number of building permits are available and that no more than V4 of each year's allocation under Section-4.9 (5)(a) and (b) shall be allocated to the applicant. Every pen nit allocated to the applicant by the Planning Board shall be included as part of the yearly building permit allociltions under S ectio3i 4.9 (5)(a)-(b). There shall be no extension of a Building Peninit granted under aphasing plan and and►unused and/or expired• permits shall be credited back as part of the adjustments under Section 4.9 (5) (d) for the next calendar year. H)..Visifabi.lity: The Planning Board may require that some or all of the dwelling units provide access for visitors'in accordance with the recommendations of the Barnstable Housing Committee. 5. Affordable Units. At least 20% of the dwelling units shall be Affordable Units, subject to the following conditions: i A) The Affordable Unit shall be affordable in perpetuity. A Deed Rider shall assure this conditiom .The Deed Rider shall be structured to survive any and all foreclosures. nru-I 14Vi11 a cer)evelnnrev1 1 1804final . II �IKEA Town of Barnstable Building Department - 200 Main Street BAR ABLE, * Hyannis, MA 02601 MAC (508) se 862-4038 9� ��. . Certificate of Occupancy Application Number: 20065484 CO Number: 20070217 Parcel ID: 272205 CO Issue Date: 09111107 Location: 129 SCHOONER LANE Zoning Classification: Village: HYANNIS r Gen Contractor: MORIN, JAC12UES N. Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed =HE TOWN OF BARNSTABLE� '�. Building Application Ref: 20065484 O* BARNSTABLE, * Issue Date: 12/29/06 Permit 9 MASS. �ArFO 3319. a�� Applicant: MORIN,JACQUES N. Permit Number: B 20062070 Proposed Use: Expiration Date: 06/28/07 Location 129 SCHOONER LANE Zoning District Permit Type: NEW SINGLE FAMILY HOME Map Parcel 272205 Permit Fee$ 823.41 Contractor MORIN,JACQUES N. Village HYANNIS App Fee$ 100.00 License Num 057770 Est Construction Cost$ 200,832 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW SINGLE FAMILY TWO STORY,3 BEDROOM HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL CONCORD II STYLE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MORIN JACQUES N TRS BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: BAYBERRY PLACE REALTY TRUST INSPECTION HAS BEEN MADE. 300 BEARNNIS SWAY C HYANNIS, MA 02601 Application Entered by: PR Building Permit Issued By: THIS PERMIT CONVEYS.NO RIGHTTO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY'ORPERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE'JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC,SEW ERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS'. ._ THE ISSUANCE OF-THIS PERMIT DOES NOT,RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION,RESTRICTIONS... .`. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c,142A). [.3 ,. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS LV�' 5ov, IhC 6gST rL ij t3a e1 2 2 2< ` GL VG C� r �L, 3,Z.YS VlA l A f� _ 1 Heating Inspection Approvals Engineering Dept d7 Fire Dept D! 2 �j �-Z ,�-� $uax*af Health aa F °p.HE tOy'� The Town of Barnstable BAR E. MAgl;. Department of Health Safety and Environmental Services Y ASS. �A 039. fE0 MA,�a Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ( Location I -SC 44 M 06 Permit Number Owner e Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Puq-`r--- S w 9E� l E" � 5 U 0 Z-v L '5 cS -CAL Please call: 508-862-4038 for re-inspection. Inspected by Pa.-J Date `� —7 i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION d Map_c27a Peel Application# Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer Application Fee f� b Planning Dept. Re e Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis t V Project Street Addres� � (.� o� Q Village n l n l Owner a u-0s Address L5g -�v�o Telephone )D Permit Request .Aar •� -�' -- CG :a Square feet: 1st floor:existing proposed"AC) 2nd floor:existing proposed 9140 Total new 96 Zoning District °„�r Htlod Plain /R Groundwater Overlay 6P , Project Valuation ADC', 3�- &44--sue "� � Construction Type =r' Lot Size . C 23 Grandfathered: ❑Yes ❑ No If yes, attach supporting Tocumentation. CD Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) ' Age of Existing Structure n Historic House: ❑Yes a-1101- On Old King's High ay: ❑Yes 00 Basement Type: C+Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 �f Number of Baths: Full:existing new aa Half:existing new Number of Bedrooms: existing new �J Total Room Count(not including baths):existing new 1 First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑Electric ❑Other Central Air: ❑Ye0115No .Fireplaces: Existing New 1 Existing wood/coal stove: ❑Yeso Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing &new sized yea Shed:❑existing ❑new size Other: TA•41- !R 6 Recorded 0-­" Commercial ❑Yes 1 oc L c-2[a 3 3 A3 Current Use 'VGA-Ca"kA Proposed Use BUILDER INFORMATION z Name Co . Telephone Number Address 1. License# ®J'� 7 7 d 1 Home Improvement Contractor# Worker's,Compensation# 9 ll O/�cCv ALL CONSTRUCTO DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOn� C.V SIGNATURE r DATE 3C� \tiZn FOR OFFICIAL USE ONLY c F PERMIT NO. DATE ISSVFD •' T — MAP/PA DEL NO. ! ' i i ADDRESS VILLAGE I� OWNER i c DATE OF INSPECTIO -}O FOUNDATIONS �'€ �,� � r 3'— d •? �� FRAME " r t _ ,+ T 7 ' 0 -7 I INSULAI FIREPLACE ` 3 1 ELECTRICAL: ROUGH FINAL t• - PLUMBING: ROUGH FINAL , GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. s The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 19 www.mass.gov/dia . Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: S 9Ll City/State/Zip: ox uphone #: 36 Are Y9u an employer? Check td a appropriate box: Type of project(required): 1.�I am a employer with. 4. ❑ I am a general contractor and I 6. Q New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its officers have exercised their 10.❑ Electrical repairs or additions required.] 3.❑ 1 am a homeowner doing all work right of exemption per MGL l 1.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.0 Other comp. insurance required.] *Airy applicant that checks box#] 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 their workers'comp.policy information. I am an employer that is prov' 'ng workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: = Policy#or Self-ins. Lic. #: S C56 e/ 7// 0/ 200�o Expiration Date: 4 4 Lc),7 Job Site Address: �e�e ll City/State/Zip: > &G,Z 0 f 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 weft as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 y against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ot the IA for insurance coverage verification. I do hereby711t he pains and pens 'e perjury that the information provided above is true and correct. d Si nature: Date: Phone#: . -?-)°s � a rl 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#: p-, 11/17/06 MYOB/Excel 1,52 PM Permit Number ME Ceheeh'Compliance Report Massachusetts Energy Code MECcheck Software Version 3.2 Release la Checked By/Date TITLE: BAYBERRY BLDRS. CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM.TYPE: Other(Non-Electric Resistance) DATE: 11/20/06 DATE OF PLANS: 11/20/06 PROJECT INFORMATION: CONCORD II COMPANY INFORMATION: MAP INS. CO COMPLIANCE: Passes Maximum UA=474 Your Home=377 20.5%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1460 30.0 0.0 51 Wall l:Wood Frame, 16" o.c. 2640 13.0 0.0 201 Window 1: Wood Frame,Double Pane 184 0.340 63 Flom- 1• A 11-wnnrl TQ. Truss, Over Unconditioned Space 1310 19.0 0.0 62 Furnace 1: Forced Hot Air, 85 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations subnutted with the pernut application. The proposed building has been designed to meet the Massachusetts Energy Code requirements in MECcheck Version 3.2 Release la. The heating load for this building, and the cooling load if appropriate,has been determined using the applicable Standard Design C i itions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125%of ie design loayas,'pecified in Sections 780CMR 1310 and J4.4. Builder/DesignerDate 30 Page 42 11/17/06 MYOB/Excel 1:52 PM MECcheck Inspection Checklist Massachusetts Energy Code MECchech Software Version 3.2 Release la DATE: 11/20/06 TITLE:BAYBERRY BLDRS. Bldg. Dept. Use Ceilings: [ ] I. Ceiling 1: Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-13.0 cavity insulation Convnents: Windows: [ ] I. Window 1: Wood Frame,Double Pane,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Connnents: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss, Over Unconditioned Space,R-19.0 cavity insulation Conmzents; Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air, 85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 Us) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: [ •] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. Page 41 f ^fir 11/17/06 MYOB/Excel 1:52 PM Duct Insulation: [ ] Ducts shall be insulated per Table J4.4.7.1. Duct Construction: [ ] All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shot off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: [ ] Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swinulung pools Must have an oidoff heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120°F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Page 40 11/17/06 a MYOB/Excel 152 PM Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Mininrurn Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Heating Systems Piping System Types Range F 1"2"Runouts and Less 1.25"to 2" 2.5" to 4" H Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Page 39 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE G� q p� square feet x$96/sq.foot= 1 l�� Gib . x.0041= ? g / plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) 3� square feet x$32/sq.ft.= x.0041= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee Proj cost Rev:063004 . BOARD OF BUILDING.REGULATIONS License: CONSTRUCTION SUPERVISOR t �_ z Number: CS 057770 y Birthdate:.%02/-16/1958 Expires: 02/16/2008 Tr.no: 18658 Restricted .:1& JACQUES N MORK 1597 FALMOUTH`RD#4 / CENTERVILLE, MA 02632 Commissioner sioner c Town.of Barnstable Regulatory Services l� Thomas F.Geiler,Director �A i63q, �1eg t .I rEo Building Division �1 ►� g Thomas Perry, CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW Owner: - Map/Parcel: Project Address Builder: The following items were noted on reviewing: Ll Reviewed by: Date: I LD- 'D- Q:Forms:Plnrvw `oFtHei�� The Town of Barnstable BARNSTABLE. ' Department of Health Safety and Environmental Services MASS. 0Q ._.'fFOMA�° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection Location � f 5 Permit Number + � �'��- Owner Builder One notice to remain on job site, one notice on file in Building Department. d The following items need correcting: to -Lv S u o .6 cS ��- z��-ri5A_4L �. 5 PPo k7' Please call: 508-862-4038 for re-inspection. r Inspected by ,y - Date Lw ' Doubie 1-314" x 11-7/8" VERSA-LAM®2.0 3100 SP Roof Beam\Beam 01 BC CALL®9.3 Design Report-US 1 span No cantilevers 0/12 slope Wednesday, February 07,2007 11:27 Build 057 1 I File..Name: BC 2490 Job Name: J. Morin Overframe Description:Beam 01 Address: Concord 11 Specifier. City, State, Zip:Cape Cod,MA Designer Customer: Shepley Wood Products, Inc. Company $wranson Structural, Inc. Code reports: ESR-1040 Mlsc Job 2490,_ 12 y� x > r x _C s 15-00-00 BO,3-1/2" B1,3-112 DL 1459 Ibs DL 1552 lb SL 838 Ibs SL 1674 lb Total Horizontal Product Length=15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Tib 1 Roof Dead Load Unf.Area(psf) Left 00-00-00 15-00-00 15 09-00;=Dk 2 High Roof Trapezoidal(plf) Left 05-04-00 180 300 n4 14-04-00 0 0 n/E 3 Low roof Snow load Trapezoidal (plf) Left 05-04-00 0 n/E 14-04-00 225 n/s 4 Low Roof Snow Load Unf. Lin. (plf) Right 00-00-00 00-08-00 225 n/z Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 11547 ft-Ibs 47.2% 115% 3 1 -Internal Completeness and accuracy of input must End Shear -2744 Ibs 30.2% 115% 3 1 -Right output aed by n anyone suitability who would dorely on Total Load Defl. U396(0.441 ) 45.5/0 3 1 Live Load Defl. U853(0.205") 28.1% 3 1 particular application.Output here based Span/Depth 14.7 n/a 1 on building code-accepted design p p properties and analysis methods. Installation of BOISE engineered wood %Allow %Allow products must be in accordance with Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable BO Wall/Plate 3-1/2"x 3-1/2" 2297 lbs 44.1% 25.0% Spruce-Pine-Fir building codes.To obtain Installation Guid; B1 Wall/Plate 3-1/2"x 3-1/2" 3226 Ibs 62.0% 35.1% Spruce-Pine-Fir ( ask questions,please call 800)232-0788 before installation. Notes BC CALCO,BC FRAMER®,AJSTM ALLJODesign meets Code minimum (U180)Total load deflection criteria. BOISE GLU BC RIMSIMPLE FRBOARD-AMING ING, BOISE GLULAM SIMPLE FRAMING Design meets Code minimum (U240)Live load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Member Slope=0, consider drainage. PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. b d—� a • • . rr.c __ . .. c a minimum=2" c=7-7/8" '4s b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 'Tripid 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor Beam\Beam 02 BC CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Thursday, February 08,2007 10:32 Build 057 File Name: BC 2490 Job Name: J. Morin Overframe Description:Beam 02 Address: Concord II Specifier: City, State,Zip:Cape Cod, MA Designer: Customer: Shepley Wood Products, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: Job 2490 ® R 2 s , S � rs 18-00-00 BO,3-1/2" B1,3-1/2 LL 1440 tbs LL 1440 lb DL 2039 Ibs DL 2039 lb SL 419 Ibs - SL 419 lb Total Horizontal Product Length=18-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 18-00-00 40 12 04-00-OC 2 wall Unf. Lin. (plfl Left 00-00-00 18-00-00 0 80 n/z 3 Beam 01 at bearing BO Conc.Pt. (Ibs) Left 09-00-00 09-00-00 1459 838 n/e Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 21813 ft-Ibs 59.4% 115% 2 1 -Intemal Completeness and accuracy of input must End Shear 3088 Ibs 26.1% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U281 (0.749") 85.4% 2 1 output as evidence of suitability for Live Load Defl. U612(0.344") 58.8% 2 1 particular application.Output here based on building code-accepted design Max Defl. 0.749" 74.9% 2 1 . properties and analysis methods. Span/Depth 17.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable . Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 3898 Ibs 49.9% 28.3% S p (8 Spruce-Pine-Fir (8 ask questions,please call 00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4" 3898 Ibs 49.9% 28.3% Spruce-Pine-Fir BC CALC®,BC FRAMER®,AJS-, ALLJOISTO,BC RIM BOARDT"' BCI®, Dotes BOISE GLULAMT"',SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1")Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c 4 1: e o 0 0 s a minimum=2" c=7-7/8" y b minimum=3 d= 12' a� S1Gr�; e minimum=3" 2 , Connection design assumes point load is'top-loaded'. For connection design of"side-loaded'point loads, Q� please consult a technical representative or professional of Record. Member has no side toads. Concentrated loads are not considered in side load analysis. Connectors are:16d Common Nails TW 1 1 1 I iTP.itll7 1 1 1 r-Edd.•If OGr•� i V � y I ■lAllMi■ALL■BL■ 1 M.NAWSMS i t as as r i t t ■ _ tr►.10'DVM.SO .RitD fEl1n M.WN/t11� ky'TOM OfIt1MM7t4I i O LL Id!■OYfI. u —alo.■r'oA.+ �F O ZA� ..per 11 �$ .-mro'.1 r'oc'->• 1 _ I M.MAM/t■i EtIE Er�1.iLL M.t�l �� \`. 1„//� il=---- y - - '- -- '- "- '- - -- -- - ur_nND FLOOR FRAMING.PLAN 11 11 n n Eli�1.tLL ---------------------------- a i I r-EAE'A�■'IOEr� � i 1 ' 1 1 1 rul 1 I ' fM%CtMr510.�1�1 1 i 1 1 /"�°� i Niel ■ 1111111 in]f men ■ / / ■ II 1 1 I 1 I it 11 I 1 WWi ypa QpN I YRRIA.IOR Ia JJ I /m'.■rloer iJ rVaa.u.ol b►1AV06 M/pp/f.OL1W PP 1 ' , IM.AIMI�IIr..elY�0.0. �t�'.■wee.-. 1 Mrw■I F YWAt O,• i lollli w�i..10m l�• 1 A We4w..ra M.IIAIMU!/ i . I■IK..f11ifM� 1 1 .awnllrw rwla.sc�s.r 1 werraaw 1 tttD6f■tip■ _ i 5 FXi.DECK QUAIL No No N N FIRBt FLODR FRAM:LNG PLAN ro■�Aierltcaonrl° arA"Dtaniiae "Adw�ooYEtwero � rRiTc�icee°lac011NEYcroµv�e ■rtu�acA�io 'aioe°ii�eo"el�in�aa° l°c�ilsela B-ALE I/4". I'-011 I << TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Pe c� el O,-�. Application# Health Division Conservation Division Permit# Tax Collector Date Issued I Treasurer Application Fee f b Planning Dept.t. e j Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Addres'S Village Owner v-p ('2t "—' Address g Telephone Permit Request -' C U4 ffiM-kk+-,f?4_h -- R. �) u6 A.9 im IJ — c br C�)jnd —= GJYA I P Square feet: 1st floor:existing proposed yd 2nd floor:existing proposed 94b Total new Zoning District PT- ""@ f I%od Plain n l,4 Groundwater Overlay (; Project Valuation 3 L Construction Type C �- Lot Size o-2 Grandfathered: ❑Yes ❑No If yes, attach supporting%bumentafion. < Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) ': Age.of Existing Structure h Historic House: ❑Yes �o On Old King's Highway: ❑)Fs� l-Vu � c ,-- Basement Type: a ull ❑Crawl ❑Walkout ❑Other '` Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 1 O q b Number of Baths: Full:existing new— Half:existing new Number of Bedrnnmc• cvfc+inn a ;� ASSESSOR'S MAP 272 .PARCEL205 NOTx LEGEND ARE UTILIZED.BOLs ZONING SUMMARY s Q SEWER MANHOLE ZONING DISTRICT: RC-1 FIRE HYDRANT MIN. LOT SIZE 43.560 S.F. MIN. LOT FRONTAGE 125 - �� WATER GATE VALVE MIN. LOT WIDTH CATCH_ BASIN MIN: FRONT SETBACK 30' ,� O MIN. SIDE SETBACK 15' {-65.77 1 59 02 W 1 PROPOSED CONTOUR MIN. REAR SETBACK 15' 111.49' N �55J Lot 2 +66.0 ZONING DISTRICT: PI - AHD ,� SIGN --ENCROACHING uq SHED TO BE o Area 1 , Sq. Ft. 4h. "" TEST HOLE MIN. LOT slzE 10,000 S.F. MIN. LOT FRONTAGE 50 (20 CUL DE SAC) REMOVE ,. Or 66 MIN. LOT WIDTH 65' 0. 3f Acresr- - - CLEANOUT. MIN. FRONT SETBACK 15' MIN. SIDE SETBACK 10' ,.� I 6 6�XISTING CONTOUR DECK MIN. REAR SETBACK 20' - ,��� ���, PROPOSED 4pj 1 66.5 PROPOSED SPOT GRADE SITE IS LOCATED WITHIN THE N j U' Co HOUSE 1 z �`�� �' w 1 W 65 82 1 GROUNDWATER,PROTECTION OVERLAY & AP m b OP FN D 67.0 Q 1 : 1 i I + 50 12 APPROX. TREE LINE DISTRICT Con cord H 1 W 1 1 EXIST. SPOT GRADE FLOOD ZONE: C \ 56� 30.0 65.5 Q I 1 I R (FEMA FIRM PANEL# 250001 0005C) 9-19-85 C �, I 1� ' °'l ''`,`� PROPOSED LEACHING PIT 32.0 I W I 1w I rr • ,a REFERENCE:6'X14' EFF. DIA. PITS � PB 610 PG 95&96INV. 665 W 1 Q .- �+ , 1 —S 5— SEWER LINE RESIDENTIAL SITE-PLAN Z s't'1' r,r� (Q Ir... I W W WATER LINE W I Q G G— GAS LINE 112.73' 1 N12'43'16"E PREPARED FOR: E E— U.G. ELECTRIC E E E E E E N E E E E w E ANTIQUE STYE POST LIGHT BAYBERRY BUILDING +00 INV. 60.7f LOCATION : LOT 2 #129 SCHOONER LANE s s s s s SCALE 1" = 20' DATE 1 1-9-06 6b �SQ L A ; - "OF MgSs •(K OF MA3 SHEET 1 OF 2 Sqc� {-65.14 �o DANIELA. �N� �o DANIEL ��, off 508-362-4541 W W W W W 41�— W W W W . W I o OJALA p A. fax 508 362-9880 .. " CIVIL �' OJALA ti 1 6 112::13 o.46502 q No.409 N 2'431 E -� Inc. 7 (n I .� o �• down cape engineering, +65.36 w F�rSTE ss o� a - i ,;,,I <..c s G 9 O `/�/�� Cl 1//L ENGINEERS » I r''� :r•a I SSIONAL E� N SURVEY r LAND SURVEYORS _ SCale:1 20 - ' _ „ . -- DANIEL A. OJALA P.L.S. P.E. DATE 939 Moin Street YARMOUTHPORT, MASS. 0 10 20 30 40 50 FEET a'° � , JOB 03-123 . .: - 03-123` PROF.DWG DAO k't - GENERAL NOTES: 1. THE LOC ATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS PLASTIC COVER ON 0 IS S EXCAVATING THREADED CAP TO LAWN/MULCH APP ROXIMATE. PRIOR TO ANY EXCAVATION ON SITE. THE TO GRADE GRADE CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE CONTRA Q IN MULCH (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ISLAND ATIF EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. HOUSE TYP. 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS FINSHED GROUND SURFACE PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS W AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 6" TO 4" REDUCER ~ o ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5, of BARNSTABLE HEALTH REGULATIONS, AND BARNSTABLE DPW SPECIFICATIONS FOR SEWER CONNECTIONS. Z 8"X6" WYE INTO MAIN 3. VERTICAL DATUM IS NGVD29 ASSUMED FROM G.I.S. DATA o 4. CONTRACTOR TO VERIFY ELEVATIONS OF VACUUM STUBS IN FIELD PRIOR TO ANY OTHER SEWER WORK " SDR35--E 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO-H-20 RATED UNLESS NOTED. 6. GAS SERVICE PROPOSED. LINES TO RUN AS SHOWN OR AS DIRECTED BY KEYSPAN. LINES ARE APPROXIMATE AS SHOWN. 7. ALL STORM RUNOFF FROM IMPERVIOUS SURFACES TO BE CONTAINED ON SITE. 6"SDR35 PVC 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED OR STABILIZE WITH WOOD CHIPS. 8" MAIN AT 2% TO STUB 9. SEWER PIPING 8"0SDR35 MAIN SET AT 0.005 FT/FT WITH 8X6 WYES AND 6° STUBS AT 2% TO SEE TRENCH AT LOT LINE (TYP.)DETAIL 4"SCH40 PVC AT 2% MIN. LOT LINES WITH 6" TO 4" REDUCERS AND 4" SCH40 PVC BLDG CONNECTIONS AT 2% WITH CLEANOUTS FROM LOT LINE TO HOUSE 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY ENGINEERING WITH CLEANOUT OUTSIDE DEPT. AND OWNERS ENGINEER. AS-BUILT DRAWINGS INCLUDING ALL INVERT & RIM ELEV.'S REQ. FOUNDATION WALL (TYP.) - SEE CLEANOUT DETAIL (24 HOURS NOTICE FOR INSPECTIONBY ENGINEERS OR TOWN OF BARNSTABLE) SEWER SERVICE LINES. 11. COORDINATE UTILITY INSTALLATIONS AND AVAILABILITY WITH APPROPRIATE VENDORS. 12. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING, INC. SOME OFF SITE DATA FROM TOWN G.I.S. AND SHOWN FOR REFERENCE ONLY. NOT TO SCALE: 13. TOWN APPROVED WATER INSTALLER FOR WATER REQUIRED. SEE DEPT. SPECS. 14. TOWN OF BARNSTABLE APPROVED SEWER INSTALLER FOR SEWER INSTALLATION REQUIRED. 15. SIX INCHES OF STONE BEDDING REQUIRED UNDER ALL PIPING AND ALL MANHOLES. 16. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 17. FINISH GRADE SHALL PITCH AWAY FROM HOUSE AT ALL POINTS. . 1 jj SID NT� SITE IT PLAN N 18. IF SEWER LINES MUST CROSS WATER SUPPLY LINES, SEWER PIPES SHALL BE CONSTRUCTED jtlJlJ L 1 IJ s • [mil , OF CLASS 150 PRESSURE PIPE AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES ' PREPARED FOR: OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION BAYBERRY BUILDING H-20 RATED FEMALE ADAPTOR & 4" THREADED PLUG VALVE GRADE AT BOX EA. END. SLEEVE TO ALLOW MOVEMENT LOCATION : LOT 2 #129 SCHOONER LANE POURED CONCRETE DONUT 1.5 CU.FT.t DATE : 1 1 -9-06 ~` SHEET 2 OF 2 OF Mgssgc 4.0"OSCH40 PVC �o� DANIELA yGm off 508-362-4541 o`s OJALA fox 508 362-98W CIVIL "' 4"PVC AT 2% MIN. SERVICES -0 46502 1 t o � �o down cape en gin eerin g, inc. CLEANOUT DETAIL_ FS G' L E Cl WL ENGINEERS Nv � N/5 I d� H-20 FOR USE IN PAVED AREAS DANIEL A. OJALA P.L.S. P. DATE 939 Main Street LAND SURVEYORS - YARMOUTHPORT, MASS. UTILIZE PLASTIC COVER IN LAWN AREAS - JOB # 03-123 03-123 PROF.DWG DAO Y6304 SMOKE DETECTORS REVIEWED 6o. .. TYP,IX5 y,�}SOFFIT � - - �'(/ 2q'� � � 1X5 FREIZE/BE°"L° BARNSTABLE BUILDING DEPT. DATE • RAKE BIRDS. t2 52X21FIXED ASPHALT ROOMS& FIRE DEPARTMENT DATE 12 GAP BOTH SIGNATURES ARE REQUIRED FOR PERMITTING � ^4 ❑ ❑ ❑ C ❑ ® � ® ® CARBON MONOXIDE ALARMS FR MU.�j BE INSTALL€D PBR +n L I J 11 Ifl .� ®®� ©� MASSACMUSET�B BUILDING CODE Liu0 AUPlI a ❑❑01:1 El Cr TYP.IX5AX4 WTR2423/2446-3W 2446W 7 _ CNR,BRDS, W/C SHINGLES - p.y FRONT ELEVATION . Q 0 U z 0 U ASPHALT ROOFING - - ❑ ❑ ❑ ❑ - Q 24310W � 24460 2446W 2446W 2446W - - -. W/C SHINGLES - _ z TYP,IX5/IX4 I I - CNR,BRDS. ` REAR ELEVATION NOTE= I,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITI4 ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, LOCAL BUILDING CODES AND ORDINANCES.J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN!SIZE SCALE 1/4�� - I'-O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. ^ WITN LOCAL ENGINEER AND BUILDING OFFICIALS, - N L n y A III - A� pl SC E N u �n Fn n� n N pp �m z60 N v900 Nmz NIT . Avn E E �oN < v � omD O m,A Z m�A AM M n U0 zww Nnr O-(m �0OA _ u ol EEE3 O m 3 Nw-r R m� zL 6'F perr DAD C1 O_+m N Nm► +n O mAz 03� OZA zmm g�A -rA znm GAz A1�po SrD Zj N oozF A� _ Tv0 Eon N A aIII�INp�I�IIIAII�DiiI�INIl011�Inn011ullmu m (PPm a03 �n CP o �a p�r NV DDOy a ANM mnz 7Dc5Z zmw M zy � A Ft, 0 � N sw =A r r oho b z MAC mIm Am m a Dm x s E vm Z U]y0 6 ig m IIII I�NIIIU�IIIIIIIIIIIAIIIIIIilllllll I�Imulm u,,,,,,, zlu o 4�O E I E ONO n Ae r Q Z m I N A_ v m n N P r; E A z N n D A O BUILDER; JOB NAME; DESIGN DATE DRAWN BY 01-21-2005 JB CONCORD II PAGE REVISION _�OF Q_ � �°)aTaetrnaoxee -0" W.O. 22-4° 4'-4" V-4" 2'•O° r----------- I I r---- ------- ----------------------- -- - --- ' ., I 1 ' r---------------- ------------ ----- -------- ----, 1 's , , 1 ---------- v I I p I , I r-- ' I ( p BASEMENT I e'---- - I _ - .. ---------------------- - 4 a°THICK ; �---- I I ;- oo CONC.SLAB o , �It-L p Q 1 I q CONC.FT W/3-IR°RD. I ; 1 's ; i •' ; . CONC,R D COL i 1 i .. ; - I ; '� ;1 Q- Nk, 1 I OO - �% I •> I I I , 1 1 DROP12° , }yxi2'8 r- -- ---—----Y------—---------- ' e —------------- -------- � I I __ ______ _ _ ______ ______ m ; `----- -----' , q —,------------------ ------------------ • A _ � z O 48'-0° S"CONCRETE WALL DAMRPROOFING CSA - APPROVED./ ' FOUNDATION PLAN - - /2"X b°KEY// - 4"POURED CONG,SLAB 10"X 20"cONC,FTG. n n COMPACTED GRANULAR FOOTING FOOTING DETAIL S" CONCRETE WALL I,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - NOTE LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE SCALE-- 1/4" FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. - `-TYP.RAILING W d EXTERIOR h S PECK xo 12'XIO' ----- ®--® --- O z (D — 1/2 BATH 4 s o 4 o DINING KITCHEN ; r� r- ----------- q T- 0 u1 n ,5/8 FIRE CODE DRYWALL, i 3$° i 9 WALLS!CEILING. I tl1 Q N o 9 T THICK C ') .. ONG.SLAB � r-0 GARAGE `0 o a a� � rm on'10.° 4'1�" 174 Q 9-1/1°LVL'e ABOVE - 9-1/2°LYL'e ABOVE `�`(----- ------� FLU541W/CE [LING-_----_------- 8� �___=====a��_�a_ 4 i `CEILING LINE LAUNDRY . . 2'-4° > 15 1 1EE I .4 K 101010 a_ v �o - �2X8CJ. " m� ------ o ---- 9l c C OSET i LIVING "' FOYER 2,4 i CATHEDRAL di 2XI2 WDR. COVERED - .. i Q PORCH S'X4'.. irO - - 30,-0° .. µ 4S-0 FIRST FLODR PLAN I PURCHAgE OF DRAWINGS LEAVES LOCAL BUILDING CODES AND ORDINURCWASER ANCES.BRESPONSIBLE FOR DESIGNS MAY NOT BE 14E COMPLIANCE RESPONSIBLE IZE AND REINFORCEMENT LD SPONSIBLE MUST BEDE1ERMINED B LOCAL SOIL CONDITIONS A D ACCEPTABLE 4.VERIFY FOOTINGS 1 STRUCTURAL ELEMENTS FOR DESIGN 6S Z ERIFY.DEPTH- FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. SCALE II4 I-D y 34'-0" 14'-0' - y ip lid Ln u ov M/BATH (� 6EDROOM #2 �— v Z ------------- --- V i O LL i J-ro•R J-Ta• . 3,�' O r�'-2" ,22'4 lo'-z u M/BEDROOM p �o I LINEN ' V 1•s• 7a' 7B HALLWAY WdEW h BEDROOM#3 `� TY WALF WALL V m S O i -BATH TYP.CEILING LINE �) --- - --- ------ ------------------ FOYER m P BELOW LINEN / \ 3-334 ' 3-2^ �N 3-2^ � 12-b° / \ STORAGE Iyj / ROOF \ I` b ' ' < 4 ------------------- SECOND FLOOR PLAN ------------------- NOTE* L PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITW ALL 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SWALL EXTEND BELOW FROSTLIKE-VERIFY DEPTW. ■� LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE WELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE SCALE: 1/4 FOR SITE CONDITIONS OR FOR TWE USE OF TWESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITFI LOCAL ENGINEER. WITW LOCAL ENGINEER AND BUILDING OFFICIALS. -- i t - i I TYP,RIM • 1 .• �2x10'e A 1T O.C. i �` S 1.- 2x10'a o if,"OfC, _ BEARING WALL BELOW 1 _ _ I I. 94Pt LVL's BELOW _ /31/2°LYL'a. TYP.HANGERS -n. ? LLJ ft 01 TYP.IO°DIAM.CONC.FILLED - 3.2X8 PT TYP.HANGERS TUBE ON 24"X24°XR'FTC, I 1 i i O 1 ill 1 I OR EQUAL ,1 I I ,�$ 1 lid O Q�1 F C II 11 11 1 I O 1 -11 11 i CV ILL 1 1 1 1 r-2xID's Q Ib"O.C>— 0. I I 1 1 —wo's G 16°O.C: 2XS'e PT- T 1 .. " O ID ib°o.G. 11 II 1 TYP.HANG'ERS 2X10 11 I -------------- -- - -- -- -- -- 1 - - - - 2XbPJ.51LL TYP.RIM 11 - - -- -- -- -- -- -- - -- -- - - -- -- 11 II 11 11 11 11 SECOND FLOOR FRAn!NCG PLAN _ `$ !L_____________________________________'1 .. 2X&P.T.SILL - ----------------------------- 2x10's Q 12°OL.— I , 1 1 ' - 1 M4 NAILER 1 I 1 i D(2 B4LIBiERa I _ , 4'MAY-CLEAR ePACE BETWEEN . GIRDER BELOW �I 31= Q 1 1 � 1 1 I elDnw OLALL".RABNING I. 1 M4 k4 ALWL PLYtM BLOCK SPACER p14:.AlER — ? av 1 2xI0's 9 Ib"O.Cr—� S II - � et�oc.s�TA ) 1 IZxO P.T.BEAM I D(B PT.®B'OL. 1 THROUGH BOLT TO EACH PORT I I UI7H TWO 3/4'DUJI.BOLTS 2xIO'e 6 Ib"O.C>—� I Ste NANER nETAL.nreT NANGER 6 BOW ENDS of i - EACH JOIST i 4 ONI LEDGEI BOLTED TO DOLTS x , d OLOCKMG W•3/4'lAG DOLTS `fl 0� S-0'OL.eTAGGER � TYP.HANGERS i . ' METAL POST ANCNOR i D r . 1 O aO OZ AWPL RABNMG 1OI O'DIAM.CONCRETE BABE - MIWeV BE.OW GRADE s r GIRDER BELOW - i A - • _ __ __ __ __ - -- -- -- -- -- --- I GRADE . . n EXT.DECK DETAfL FIRST F OOR FRAMING PLAN NOTE; 1.PURCHASE OF DRAWINGS LEAVES PIIRGHASER RESPONSIBLE FOR COMPLIANCE WITH ALL '2 EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3.ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH. - -- - LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4.VERIFY STRUCTURAL ELEMENTS FOR DESIGN!SIZE CJ.CALE; I/411 - FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. ------------------------------------- I - _ _________________-__-______-_ - L 2x10'e 9 16"O.C. m g - 4XI2 RIDGE 2XI2 RIDGE 2XI2 RIDGE - x , 2X6 BLOCKS ly i N ' 2X6 RAFTER r------------------- ------------------ ----� 1 I r-2xIO'e 9 16,0.C.—> - - 1 V8304 r! Q O 1 1 2xlo'e 916"or-- � IX8/IX2 RAKE BRD, O i e IX6 SOFFIT - o 1-1/2 BED MLD, - - 1 2xIO'e 9 V O,C,-- I _ IX6 FREIZE BRD, . , N J N 1 -____-___-__ - -----------------I ROOF FRAMING PLAN IIZ ----- Izz SIDEWALL TYVEK OR EQUAL z 1/2 PLY,SNEATNING 1 SHINGLES STARTER r COARSE p i 2X6 P.T.SILL . a I e 112X6 SILL SEALER p _ p -- 2-#5 TOP.RING 2°CLEAR GABLE / EAyE DETAILS - EAVE In, 1/2X12'I ANCHOR BOLTS 4 SCALE =IFT. - D SILL DETAILS t o _—NOTE: I,PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITII.ALL - ' 2.EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS 3,ALL FOOTINGS SHALL EXTEND BELOW FROSTLINE-VERIFY DEPTH, - LOCAL BUILDING CODES AND ORDINANCES,J B DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE 4,VERIFY STRUCTURAL ELEMENTS FOR DESIGN i SIZE SCALE= 1/411 FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION.- PRACTICES OF CONSTRUCTION.VERIFY DESIGN WITHLOCAL ENGINEER, ` WITH LOCAL ENGINEER AND BUILDING OFFICIALS. - ; - 1 RIDGE VENT RIDGE VENT, r - 2XI2 RIDGE r - - - - LVL RIDGE - - - 2XIO RAFTERS 9 16"OL, - 1/2"PLY,SHEATHING 2 n CJ.9 16 9 I6° ASPHALT SHINGLES OL, n .AS ASPHALT PAPER 2XIO RAFTERS .- 1&PLY,SHEATHING h 12 159 ASPHALT PAPER - ASPHALT SHINGLES. - - - - 12 BnCa916 O.C. 2XIO RAFTERS 9 16 O.C. (� G V2 V2'PLY.SHEATHING R30 INSUL ® V SAPPING x xo�e - 159 ASPHALT PAPER °WAALLLBOARD $ A5PHALT SHINGLES d Ilf WALL BOARD ` s TR4PPwG BEDROOM #3 2X4'n® °o C. WALLBOARD V2" ® RI3 1N3 I!1"PLY SHEAFA THING J 3/4°TIC.FIR PLY. TYVEK RAP OR EQUAL NAILED t PLYUED. SIDING } z In"WALLBOARD - LIVING ROOM - _ — CDp - - 9 O .R13 1 .0 CATHEDRAL RD INSULATION m R30 INSUL IQ"PLY,SHEATHING STRAPPING } TYVEK WRAP OR EQU.6L R3® 5/8°F.C,WALLBOARD J 9-1/2"LVL'n At SIDING 3/4"T/G FIR PLY,. - NAILED dGLUED. 5/8"FL.WALLBOARD - 1 h GARAGE 2X4'n 9 16"OC. a O 0� 1/2°PLY.SHEATHING lid O . 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