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30591-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31449 Date: 02/27/06 THIS CERTIFIES that the building ACCESSORY SHED Location of Property: 330 SHORE LA PECONIC (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 1 Lot 4 .12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 17, 2004 pursuant to which Building Permit No. 30591-Z dated AUGUST 25, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY STORAGE SHED IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to FRANK & BJORG JACOBSEN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A r� A iz Sig ature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30591 Z Date AUGUST 25, 2004 Permission is hereby granted to: FRANK & BJORG JACOBSEN 330 SHORE LA PECONIC,NY 11958 for CONSTRUCTION OF AN ACCESSORY SHED IN THE REQUIRED REAR YARD PER TRUSTEES AS APPLIED FOR at premises located at 330 SHORE LA PECONIC County Tax Map No. 473889 Section 086 Block 0001 Lot No. 004 . 012 pursuant to application dated JUNE 17 , 2004 and approved by the Building Inspector to expire on FEBRUARY 25 , 2006 . Fee $ 75 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Mark K. Schwartz, AIA -Architect, PLLC • P.O.Box 933 Phone:(631)734-4185 Cutchogue,New York 11935 Fax:(631)734-4185 December 02, 2004 Southold Town Building Department Main Road Southold, New York 11971 Re: Jacobsen Shed 330 Shore Lane Peconic, New York Bldg Permit 0 30591 To Whom This May Concern: I have been on site to check the depth of the proposed piers. All poured concrete peirs measure to be 3'-0" below grade(minimum). Please call this office if you have any questions or require additional information. Very truly yours, ff - i o A nrS fei 4` Ns h Mark Schwartz Jacobwnl.doc Albert J. Krupski, President� O�0 gUFF01/(CQ Town Hall James King,Vice-President _� � 53095 Route 25 Artie Foster y P.O.Box 1179 Ken Poliwoda Z .. Southold, New York 11971-0959 Peggy A. Dickerson oA 0 � Telephone (631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2004 Mr. Frank Jacobsen 330 Shore Lane 1202" Peconic, NY 11958 RE: 330 SHORE LANE, PECONIC SCTM#86-1-4.12 Dear Mr. Jacobsen: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 18, 2004: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#5616 to construct a 12'X 22' tool shed, and to Transfer Permit#5616 from Schembri Homes to Frank Jacobsen. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Singeerrely-, ! ► Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims JULY So Town and of Trustees La. „ N , L ot ` c/ \ t ~ U ,c�'V ti •i c � N .� r .:r+.�.�d Norm �• •a 3 • - °10 •# co R 00 r ® z z , vINS y R=350.00 I 1=105.07' wAjCR rMaN 1 YACA,Nfi) A LOT 1 33 Q_ SHOKC— 50vTt�o!_ 0, NO"I 7o�K FROM FAX NO. : 302 834 1678 Oct. 01 2002 07:50RM PI FROM 1 C MC5'IRNO INC F+>( W1. : G31-B78-9551 Oct. 96 2000 12:07P"I P-- Now ZNew York$tate Department of Environmental Conservation 0hNslon of[nvlranawnttl Parmits RM 219,Building 40-WNY crony aroek.New York 11790.2116 Telephone(631)444.0363 Feosim64 (671)444-0360 Cer4rrneelMer LATTER Or xoN_Jr R1Xn1 'Ins ON October 2, 2000 Schembri Gomes 2042 N CountryRd Wading River, NY 11197 Rei Lot p 12, Richmond Shores at ;,•conic, Peconic, NY SCTM# 1000.86-01-4.12 DXC# 1-4734-02757/00001 i Dear Schembri Homes: Based on the information you have submitted, the New York ,etate .Department of Environmental Conservation has determined thace Theproperty landward 94 tho 10, elevation ooatour as shown on the survey prepared by Jose= A. 1=sono, 7-.S, ,"te4 January ll. 2000, Last revised A_cy,pt 17. 2000, is boyoad the jar'isdictioa of Article, 25 (Tidal Wetlands) . Therefore, is accordance with the current Tidal Wetlands Land Use Raguiatione (SKY-CM ?a=t 661) no permit is required u-sder the Tidal Waclands Art . Please be advised, however, that no atAlaLruatiO4, sedimsntatior_, or disturb-- a at any kind may take place seaward at the tidal wetlands jurisdictional boundary, as indicated above, without a pasmit. 7t is your responsibility to ensuro ttat .all necessary p=ecauti0aa are takes to prevent any sodiomontation or other alteration or diaturbaaee to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such pracsutieas may inaluoo mainta._ning adequate work area �s�rt3%t�dal;Aatlapd jurisdictional boundary and your project (i.e. a W' Md c'oIIirructior. area) of erecting a temporary fence, barrier, or bray bale berm. Plaaas be furrho= advised that this letter does not relieve you of the responsibility of obta..ming any neceseary permits or approvals from other agencies. s t y John 16ialard permit Administrator cc: C. Mosiano Albert J. Krupaki, President- �� Q Town Hall Yes King,Vice-President. =y` G'f� 53095 Route 25 Artie Foster y P.O. Box 1179 Ken Poliwoda �G • Southold, New York 11971-0959 Peggy A. Dickerson �f�Q �0*t Telephone(631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2004 Mr. Frank Jacobsen 330 Shore Lane Q Peconic, NY 11958 RE: 330 SHORE LANE, PECONIC .- SCTM#86-1-4.12 Dear Mr. Jacobsen: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 18, 2004: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#5616 to construct a 12'X 22' tool shed, and to Transfer Permit #5616 from Schembri Homes to Frank Jacobsen. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. SinQprely, .s �► Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims I / � �o��oF souryo6 couxn TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /� w DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS���� S DATE INSPECTOR r, Form No.6 TOWN OF SOUTHOLD -923 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. r (� New Construction: Old or Pre-existing Building: /�� D(check one) Location of Property: 130 �`! 9� L/Cs h House No. Street // Hamlet Owner or Owners of Property: q k_4 �Q l ObSP� Suffolk County Tax Map No 1000, Section O /V Block / Lot �. Subdivision Filed Map. r Lot: Permit No. �Q R I Date of Permit. Applicant: / rzq k1 C a11qdep SSCN Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: Z/ (check one) Fee Submitted: $ �— l�r C� Appl t Signature co 4 Y - \To- ib low , a 1' MINIMwt) � ARK h o �SG ,l _ j 0PO 9�t7 `used Na.e S t1 E a i o *0 I C �• C o0 17 orD. o wskcy y % IN Ste, r� 4 105.07' � lio?,E atANE `P � 1 J2233Q wAYER MMN IN PELT) 223 pll�,r lI� LAT i9 JACot35EnTo �)S� VACAN 33 o S OKr, LAAJE� c,u.�cA►'t �, 90VTHOL,01 NOu/ 7ol�K FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) u, a -------------------------------------- FOUNDATION(2ND) C2f � Wo W y ROUGH FRAMING& y PLUMBING (� `1 � x INSULATION PER N.Y. -3 STATE ENERGY CODE �6 cv L lz FINAL ADDITIONAL COMMENTS U z m _ z 1 Vro d o 6' z x _ x c b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ' Board of Health SOUTHOLo, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. 3DS7/ Check Septic Form N.Y.S.D.E.C. Trustees Examined dS ,20 0 y Contact: Approved y,/J,20_0_S(_ Mail to: Disapproved a/c `7 i � o Phone: Building Inspector 24 2004 i APPLICATION FOR BUILDING PERMIT Date ©lv 7 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certificate of Occupancy is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. PO4/1— (9iinaurretfaXicant or ame,if a corporation) —A&Z 933 C�Tclfr (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 62A x, Acw S-r,-(J (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 336 St OP—E. t�Ju� Sam rH�c e� House Number Street Hamlet County Tax Map No. 1000 Section_ B� Block 92Lot 7- 2 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of pretruses and intended use and occupancy of proposed construction: a. Existing use and occupancy G L E F6,q l C 7 /L E S l�✓6iy��t b. Intended use and occupancy s�/t't Fi 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Stop—0 (Description) 4. Estimated Cost Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. .5" ecAviis 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories S,EE- S'uj(2, vEy 9. Size of lot: Front Rear /Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated K 4- 12. 12. Does proposed construction violate any zoning law, ordinance or regulation: /V 0 13. Will lot be re-graded /V Will excess fill be removed from premises: YES Sov>^ryvc.t� 14. Names of Owner of premises r Address 3.7,1 RIME( /E Phone No. Name of Architect Address Box 9 3 Phone No J Name of Contractor Address Cc'�G69aGrf Phone No. 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COU ;9"WlAg Tom- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contract(kAgent orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / 7 day of cc ci 20D(( Notary Public Signature of Applicant LINDA I C000ER Notary Public,State of New York No.4822563,Suffolk Co jz'w Term Expires Deceoiwx 51, n O A4 --a - o �$ T4 SC o APPRO D AS NOTED T _-?rTB.P.ABY:BUILDING DEFFRTMENT AT2 8 AM TO & 'M FOR THEiJ2ING INSPEC710NS: �+ �t ORNDATION - TWO REOUIREDPOURED CONCRETE GH • FRAMING 8 PLUMBING LATION V$rA 24 RAFTE2CONSTRUCTION MUSTtf izrocit T+ P�4F7YROMPLETE FOR C.O. -CauH 1F vf1oAd NSTRUCTION SHAH MEET THE REOUI 4EMENTS OF THE CODES OF NEW OCCUPANCY OR - YORK STATE. NOT RESPONSIBLE FO ' A e I DESIG OR CONSTRUCTION ER ic}tJNU1 WFIII ° OUT CERTIFICATE I - — -- CONSTRUCTION OSHA rr M E REQUIREMEN I A TrfE 0 OF NEW qX 9 E. — - - SDN T111605 I 31r 0' I - -- - --- �90E ( 3 - - - IVT i s 471rel CA � ERTIFICATIO OF ---- -- NG & CONNE TI NS - F iUiRE to 4 --- - 9-�- a Crntu E<ToE- COMP Y I ITH~� ODES OF NEW YO 4, WN CODES AS REQUIRED AN COINDITIONS OF —__ -------- �•_ SOUTHOLD TOWN Z8A _#w_ J SOUTHOLD TOWN PLANNING BOARD >Z' I SOUTHOLD TOWN TRUSTEES { N.Y.S.DEC SHF— TAm E Tt N#Ga N I 3$ P LI�n! SUNDERWRtTERS CERTiFI ATE 5 REQUIRED c GeneralSpecifications S eet This sheet forms an integral part of these plans. Please do not detach. N Thank you for choosing your new home plan from SELECT HOME DESIGNS. suits your needs If due to specific site conditions,local building produce or All spans for wood joists, miters and beams shall comfoon to the spans Recommended Insulation Levels Your order for the attached driving Is accepted under the following conduces regulations d is necessary to modify or redesign the foundation system for shown In Tables A-1 to A-20 for the uniform live loads shown In the tables Vaulted ceilings(2x12 met joists) R34(RSI 6.0) Z Additional sets of this plan are avallable at COPY PRICE if ordered it,, this plan,It is the responsibility of the ownerlbudtler to have the foundahan (N B C Subsection 923 4) For those assemblies not listed In Tables A-1 to Actin Insulation R40(RSI 70) thirty (30) days of the original purchase date Please quote the Invoice revised,at Mather expense,accordingly.Select Home Designs recommends A-20 please refer to the Canadian Wood Council Publlcahon 'The Span Exlenor Walls - above grade R20(RSI 3.5) number when oNering Nat you check with your local building authority or consult with a Ideal Book' The tables In Ne CWC Span Book were prepared using procedures - basement R12(8512 1) registered strudural engineer. described In Appendix A of the National Building Code and are entirely con- Below slab on grade R12(RSI 21) PLAN THEFT PROTECTION All concrete to have a minimum compressive strength of 2,900 PSI(20 MPa) assent with lhemfenl of me N B C (3'0"anile perimeter) at 28 days,except gamgelcal-I slabs and exterior steps shall not be less Joists are to be doubled under all parallel partitions The number one cause of plan theft is ignorance of copyright laws Many Nan 3,600 PSI(25 MPa)at 28 days. Joists shall be placed to accommodate healing and plumbing,etc. Insulation requirements may vary with heating system used.type offuel and IFIi people simply don't realize Nat It Is unethical and illegal to copy the design and Concrete footings must be placed on undisturbed or compaded soh to an All headers and trimmers to comply with Section 923, National Building specific unahc condition Please refer to local budding authorities having construction drawings,even when changes have been made elevation below fest penetration Footings shown on these drawings have Code,current edition jurisdiction, All plans are copyrighted,and all rights are reserved Including the right of been designed fir soil bearing capacity of 1,560 PSF(]50 kPa) If a lesser All plywood subfloors are to be glued and nailed to the Floor joists with Ceding Insulation maybe loose fill type or ball type,wall and floor Insulation 1�W,+1r raproducing In whole or In part,except by Select Home Designs written consent bearing capacity is encountered,It is the responsibility of the owmedbudtler elastarnme adhesive complying with CANICGSB-7126-M"Adhesives for must by bats type LThese plans may not be reproduced by anyone, by any method including to have theirsengs ratleogndtl byquallfied persons to suit existing moral Field Gluing Plywood to Lumber Framing for Floor Systems Walls and tidings between residence and attached garage shall be Insulated sunning, bluepnnfing, photocopying, photography,taring, redrawing or any Foundation walls all not be backfilled until concrete or masonry grout Floor and hoof joists spans of mare than 7'0'shall be bridged at mitlspan or Noncombustible Insulation shields,which are of sufficient thickness so that other means These plans may not be used by anyone for repeat construction, has reached its specified 26 day strength and crucial floor framing at T-0" 0 C maximum Bodging shall be 2x2 diagonal type wherever trey will not deform during Insonation,are to be Installed around chimneys 9' on sales brochures, advertising or any ether purpose without the written (including plywood subject)required to stabilize the walls,is mandate,fully possible Floor joists over unfinished areas or breadboards shall have 1x4 and gas vents to ensure that appropriate clearances are maintained when �F consent of Select Home Designs.These plans may not be knowingly famished nailed and anchored continuous strapping securely nailed to their underside not more than]'-0" Insulation is used In the aWc to ohms for such purposes- All concrete and masonry foundation walls sources limits stated In Sub- from each support or other raw of strapping.The strapping can be omitted The use of these plans Is limited to specified projects and In particular section 915.4 of the National Building Code require design by a registered when a panel type ceiling finish Is applied AIR/VAPOUR BARRIERS a-The right of building only one structure from the plan you have purchased is structural engineer Interior framing to be 4"(100 mm) clear of back and sides of masonry fire granted exclusively to the ownerlbuidder except where you have purchased All foundation walls 24"(600 mm)and higher should have one horizontal IOM places and 2"(50 mm)clear of bock chimneys(above the smoke chamber). The airlvapour hamar shall he 6 mil_polyethylene and shall conform to Ne the reproducible master Unlawful rePrference of our plans absolves Selectrequirements of CANICGSB-51 34-M.Vapour Border.Polyethylene Sheet rmnimrbar 3" u mm) from the top. Comer reinforcing to be lapped Frame exterior walls 2'(50 dear from miles exterior fireplaces All Home Designs Dom all responsibility as to the accuracy of the drawings and minimuumm 24"(600 mum clearances to fireplaces andd c chimneys are m be confirmed with local for Use In Building Constructed'or local code requirements, we may take suitable legal action against the copier under upynght laws. he 6 all, polyethylene air/vapour hamer shall be instellad to protect He AlAI footings are uc have two 10 ri re inforcing mg bars,The reinforcing bars are authorities al having chamber odor to etre feunstmc200 b If any building is consWdetl from our plans other Man Ne one for which the to be bloated such that one bans 3'(]5 mm)dear of the side and hetero � Flush framed wood members shall be anchored ath 2000th. .,at hangers warm side of Ne entire surfaces of thermally insulated wall,ceiling and lour assemblies plan was purchased,we have Ne right under copyright law to recover the of the feel on both sides of the fooling unless mthervrse specified Al assemblies ons of the airlva our homer such as those created b the value of the THESE less the cost of peealTCI100. P P Y All wnaete patlfophngs 10 have 3-15 M hays each way,unless otherwise RESALE OF THESE DRAWINGS IS STRICTLY PROHIBITED. installation of doors,windows, skylights,main the wrong, eledneal boxes, IF FOUND IN POSSESSION OF ILLEGALLY COPIED PLANS YOU ANWOR Grades Shawn other elevations are estimated Adjust on site asebeyond Income TRUSSES piping or ductwork,shall be sealed m maintain the mtegnty of the airlvapour YOUR BUILDER MAY BOTH FACE SERIOUS CMLAND CRIMINAL PENALTIES. thesopeofadmiring ltesermangsunlthe ess ndaboeremen walls noof ted residence,as beyond be thesply asphagheseaawinlsion functioning to menoro Truss stlayout be engineered by bass fabtioranomnia slatlmcoced as per bamersin the idvasurfbar • Trusses to be sn neeredb grow Installed and braced as e All jointsmme anlvapour barrier should be sealed with acoustical caullung Apshedgraeleel In with manufacturer's complaiundabon wall below nd Y p r or lapped a minimum of 4' and clomped between framing members, CODES & STANDARDS finished grade level In accordance aim manufacturer's msumcsions fabncamr's insWctimns At the M1me of preparation, this plan was dawn In accordance with the Preserved Wood Foundations - must perform at Article 91511 of the Ownercullder to obtain Engineer's certificate from manufacturer of floor and blocking and drywall current_ Residetiilion lCodefrthe oneanitwfamilylding deofCarradd ngsoftandmeStatesot's Natural mbonofing Cape ersoand bemdFoundmaobandCWrdance CCAtaFile4al mofwsses ROOFICRAWLSPACE VENTILATION Residential Code for one and two family dwellings of the United States It's "Consbvction of Preserved Wmetl Foundations"and C W C Data Fie W8-3 the responsibility offer owned boll mound met any changes to the code anal ROOFING Venhlatron of crawlspoces shall conform to N B G Sadon 9 IS minimum l sq,It are complied with and all amendments are Incorporated In me constmchon of undbetmcted vent area for every 500 sq.It of Floor area Vents shall be ofmis plan.All work shall conform to Ideal building codes and bylaws which All roofing shall be applied according to the manufacturer's recpmmentlahmns screened and louvred and shall be umbermly distributed on opposite sides of may take precedence. ABOVE GRADE MASONRY and contain to Sachem 926 of the National Building Code the Prevaricate The owner andlor budder shall insure that construction complies with all All above grade masonry Is to perform to Section 9.20 of the National Each course ofmod shakes to be Interlaid with 18"(450 mm)wide stop of Ventilation of oofspaces shall conform to N B C.Section 9 19.Roof spaces national,provincial,state and local abides,ordinances and regulations Said,,,Code No 15 hoefing felt Lap 6"(150 mm)at hips and rages In a manner that will or attics over Insulated ceiling for roofs with a slope of 2/12 or greater shall For homes to be bull Ia the US A., all commundon shall comply with He If brick veneer Is to be Installed,flashing shall be Installed up 8'(200 mm) prevent water from reaching the roof sheathing. be venblated with 1 sq.ft of unobstructed vent area for every 300 sq ft of International Residential Code.Where the National Building mile is referenced behind the budding felt and below the boldm worse with vertical joints Insulated ceiling area For roofs wish a slope of less than 2112 or those please refer to the appropriate section of he International Residential Code raked clean Woodridge located at 24"(600 mal OZ as real constructed with roof joists the unobstructed vent area shall be not less than (Current edition). Exterior wall bracing ragmretl to resist imposed lateral Bnrh veneer he spaangto be at a maximum rumored spacing of l6"(400 mm) METALS 1poll ft.for every 150 sq it.of Insulated ceiling area. loads resulting imm wind or seismic loading,vales by geographic loeahon and a maximum verbal spacing of 24"(600 mm)or a maximum formal Rmf lashing to conform to ARC Suburban 9 26 4 All of spaces had be ventilated with sofiL of or gable vents or a Please consult local building authormes having jurisdiction for specific spacing of 24"(600 mm)and a maximum vertical spacing of 20"(500 mel Wall flashing to conform to N B.0 Subsection 9273 combination of these,equally distributed between the top of mot space and requirements To meet these regionally specific conditions the ewnsubuilder Hanzontal spacing to coincide wit wall stud spacing The minimum recommended weights and types of matenals for exposed soffits. Roof vents may be roof type, save type, gable-end type or any may be required to provide at hislher expense,an engineers report All steel lintels and masonry supports shall mnfoon to Subsection 920 5 d flashing are; 1]3 mm sheet lead, 0 33 mm galvanized steel, 0.46 mm combination of these and shall be uniformly distributed between me tap of For bralto be built in Ontario,all construction shall comply with me Ontario the National Bmldmig Cotle copper,045 mm zinc,0 e8 mm aluminum or 1.02 mm vinyl Aluminum lashing .of space and eaves on opposite sides of the roof Building Code Where the National Building Code Is referenced,please refer should not be used to flash masonry chimneys,fireplaces or concrete tie to me appmpdate section of the Ontario Building Code(current atldion) Flash all changes of materials on exterior walls. MISCELLANEOUS In the rose of high snow loads.wind loads,seismic requirements or unusual MASONRY FIREPLACES & CHIMNEYS Flash over all eoemor unprotected openings- . Caulk over and around all number openings using a non-hardening she members,non standard foundations or beam sizes beyond me scope Fireplaces and chimneys to be designed and costNdetl in accordance wM All structural steel to conform to the requirements for grade 30OW steel In compound suitable for sooner use,selected for its ability m resist the effects of span tables contained In Part 9 of the National Building Code or the He C Section 921 and 922 or local miles from the authorities opera jmai CANICSA-G4021-MIn Canada and ASTM A36 in U.S A U.S.A Informaonal Resitlermal Cotle,the ownerlhullder may be required to of weathering and compahbllAy with an atlheance to the substrate to which Fireplaces omb sti factory bull fireplaces shall he provided with a ewith All mmdura steel to receive 1 vat of shop primer it All siding or stucco to be a minimum of B"(200 mm)above Flmshetl grade local bulltling authoress NBC Artjcle92214 PLUMBING All balcony railings to be 3'-6" (10]0 mm) In height Maximum spacing Prior to proceeding with constaction,the budder must veiny all Information, Provide cast iron dominate to ash pits for all masonry fireplaces between vddiwl members Is 3-i12" (90 mm). Minimum distance between dimensions and specifications of els plan Written dimensions always take All chimney lues to comply with N B C Subsection 9 2 including ANde Provide and Install rough-In plumbing and fixtures as indicated on plans horizontal rails to be 32"(800 mm) Top rah to sustain outward load of40 lbs. precedence over scale measurements. 9 212 5 and Table 9 21 2 5 S. according to local plumbing codes. per lin f.(6kNlm) Any omar. form Co srmctural drawings and specmcahons or from All fireplace hearths are to conform to N BC Subsection 922.5 and elevated Floor finishes,bathroom vanities,bath splash,kitchen cabinets and fireplace mntlltions encountered at the job site.shall be resolved by the owner/builder hearths should he euended In acuNancewilh N BC Sentence 92251(2) ELECTRICAL facings to meet specifications of ownerlbuhder and such solutions shall be their sole responsibility Approved locking medicine cabinet to be Installed in at least one bathroom Consumption loads on the structure caused by Interim storage of matenals Installation of ambri al items most comply whin Iowa eleclriul codes and Coat and clothes closets shall have at least one had and shelf Linen closets or use of matenals shall not be allowed to exceed the design loadings. CARPENTRY mgnations and win Ideal eledriml power supply requirements In all respads. shall have 5 adjustable shelves wherever possible Broom closets shall have The builder is to provide all necessary temporary support for walls and floors All wood frame constructed shall comply to NDC Section 923 OuOel lmealons shown on plans comply will or exceed National Building one shelf prior to to completion of vertical and lateral load systems Please note that me working drawings for this home specify both Douglas Fr Code requirements and are to be used as a guide only Adjust demanding to Ceramic and plastic file installed on walls mound bathtubs or showed shall All workmanship is to be of a standard equal in all respects to good building owned or local authorities requirements. (0 Fir)and select which species p die(SPE)framing material use a wsensational lhe applied over plywood resistant backing practice. Approved heaVsmoke detailed to be installed as regwretl by lomlautronties Pleaseawrking drawings also isavailable beam lceenocally anduseaccordingly Who.mm)Gisis is totluopplied shall beprovided under resilient,to move • SELECT HOME DESIGNS does net assume 6abilTy for any emom or eels- The working drawings also offer beam options usually mdutling bolt up having junsdldion Where ceramic M1le Is to be applied wfh adhesive it Is necessary,to provide stuns on this plan,unless advised In writing d such eros or omissions prior wood Laminated Vander Lumber(LVL),gloam,or steel beams In mature- 1iTH2min)plywood underlay where floor joists are 16'(400 mm)O.0 to commencement of construction Please advise Select Home Designs it bon with either wootl columns or steel teleposts Please choose the beam/ HEATING Resilient flooring used on slabs on grade shall consist of asphalk obber, any discrepancies are observed or explanations are required. pod option mal will suit your Idol construction method and material avalabifly vinyl asbestos,unbacked or vinyl with an Inorganic type backing SELECT HOME DESIGNS shall not be mummies for any departure form All glue laminated timber shall be manufactured in accordance In Due to cllmahc vanations in location,builder or heating contractor to provide these drawings or specufieatienb advised by any official,approving summary CANICSA-0122-M and CANICSA-0177-M In Canada and ANSUAiD heat loss calculations and layout. BRITISH COLUMBIA BUILDING CODE or professional consultant at any time during consWction.Further,any such Installation of entire healing system shall comply with manufactured dimctions Aanuf tune19M in (LSA Owned beams obtain engineers certificate from deviation or changes nullifies any responsibility Nat Select Home Designs where applicable and conform with Ideal wiles and regulations in all respects For resldenws to he bull In British Columbia all construction shall comply may have with respect to els plan or consequent condructon manufacturer a glue laminated beams A mechanical ventilations stem shall be provided for this dwelling unit In y p q All laminated veneer lumber LVL)beamsshall be tion.I vM to doubtable Report y p 9 with Part Nine of the British Columbia Building Code(Conant Edltian) • All requirements,whether general or specific,shall be interpreted In conjunc- CCMC Evaluation Number m Canada and National Evaluation Report accoNance with N.BC Section 932 bon with all other information appearing In the drawings and specifications. Number In USA Ownrlbmlder to obtain engineer's ceNficate from supplier SECURITY REQUIREMENTS SELECT HOME DESIGNS shall not be liable for damages resulting from of LVL beams. WINDOWSISKYLIGHTSIGLAZING any deviation, venatiome and/or revisions whatsoever, undertaken by any All eoenor deed shall wnform m Subsection 965 party other than Select Home Designs, In the spemficafions. structure or Please note that window sizes shown on the working drawings are'nominal' All glass in doom,sidelights and windows within 3-0"(915 mm)of door locks LVL allowable design stresses(unless otherwise noted) shall conform to Subsection 9.66. amen instructions contained In Nese plane only and servetointlmate an approximation of swain Actual vended etc) N Modulus of Elasticity E = 1 Sj PSI vary a manufacturer war and flame material your aluminum, vinyl, wood etc) All doenor tlom hardware shall conform f Subse on 96.8 V, SITE PLAN Please review me warning drawings calm your wmtlow manufacturer prior to All exterior windows within 3r-BF adjacent ground shall conform re Bending Stress fb = 2600 PSI d) ordering and society In accordance with preferred frame material,opening amble 9 7B.1. The ownedbutltler shall be responsible for the correct siting of the house on and glazing types Frame rough openings for windows based on malSkylights shall unman to Subsection 97.7. the property and for commercial of all requirements for sting SELECT Longitudinal Shear Stress fv = 205 PSI lunar supplied rough openings It Is the builders responsibility to ensure that HOME DESIGNS can accept no responsibility per plans umplpng with the the selected window rough opening size can be uncemmntlatetl within the STAIRS 1^ local side yards and setbacks for a specific piece of property. Compression Perpendicular to Grain to = 750 PSI wall framing space almetl on the working drawings �) The owner@udder Is to supply all missing dimensions on the site plan,also Bedroom Windows—Egress requirements for bedroom windows vary from All stairs shall conform to Seddon 9 B Sialrs,Ramps,Handrails and Guards IeFI�Jy-�\'1 stevedore often,legal description,north direction,main streets and locations ItI For 12"Oeptk for others multiply by(121d)e tea g q ry and Abide 33115. 9 P region is region, please refer to your deeal budding submarines mm having of services. j eights an for minimum dlmensdns of opening portions and mainmum sell • SELECT HOME DESIGNS shall not beresponsibleforcontllhonssuch assetl Assumed Design Leads(unlessomerwrsenofetl) heights above me floor THERMAL INSULATION AND bearing eaparaty,depth afiist penetration,water table or buried structuresetc Glazing weights shall comply wit subsection 973 of the National Budding CONTROL OF CONDENSATION • Wells and septic disposal systems should be located and constructed In ROOF DESIGN Composite Dead Total Design Code accordance with local health schemes having jurisdiction. LOAD Live Load Load Load All bathroom glazing,glazing within 12'above a door surface and skylights All the thermal Insulation and measures to uol mndensabon shall If rough-m plumbing Is to be provided in the basement,the ownerlbudtler Is to be of safety glass or tempered glass conform to and be installed In accordance wit Section 9 25 responsible to ensure that the basement slab elevation Is such that Cedar Shakes 32 PS F 10 PS F 42 PS F Glass other than safety glass shall not be used for a shower or bathtub Please note that insulation requirements vary with me heating system used, adequate slope can be provided for the waste systems connection to the Asphalt Shingles (1.51Pa) (48 kPa) (2.0 kPa) enclosure type of fuel and specrfic climatic conditions Please refer to B C B C (Current municipal sanitary sewer If glass sliding patio doors are to he installed they must be of safety or Equal Table 9.25 21 and the building authorities having junsidehon for the Ownedbullder Is responsible to ensure that water collected In the gultes, Concrete Tile 32 PS.F 20 PS.F 52 PS E tempered glass required minimum thermal resistance of Insulation for your new home. downspouts and foundation peometer frame is discharged in accordance (15kPa) (96 kPa) (25 kPa) All window and glass door units to be double glazed Metal frames for doors with local authorities having jurisdiction Commitments or windows shall incorporate a thermal break. ROOFICRAWLSPACE VENTILATION Built up Tar and 32 PSF 1]PS F. 49 PSF Please refer to local building authorities for regulations affeang energy Gravel Roof HSkied) (B2 kPa) (23 kPa) Vacation of emalacesshallunorm to B C B C.Spear 9.1B,Ctefspices GROUND SNOW LOAD considerations. VenWationofoofspacesshall wmormtoB,CBCSecUan919,Reofspaces The amount of lead imposed on the structural components of a roof Is ml- culated using the dead lead(aggregate weight at budding materials)and the THERMAL INSULATION AND MECHANICAL VENTILATION applicable live loads.In order to establish the cortect live load for the roof it is FLOOR DESIGN Live Dead Tom[Design necessary to know the ground snow and associated rain lead speclfc to the LOAD Load Load Lead CONTROL OF CONDENSATION A mechanical ventilation system shall be provided for this dwelling unit in location of the bulltling site • All thermal Insulation and airlvapour banner shall be installed In accoNance accordance with Subsection 932.3 The round smowlraln loads for our amcalar local can be obtained b CarpeVsheet 40 PS.E 15 PS F 55 PS F. g v p v with NBcSection onRe FIREPLACES contacting me local budding authority having jurisdiction If the ground snow) vinyl Among (1 9kPa) (]2 kPa) (2 fi kPa) Minimum Insulation Requirements rain loads for the region In which this plan Is to be constructed are higher than Ceramic as 40 PS F 25 PS F. 65 PS.F Valbeibngs(2x10 roof joists) R26 Fah 4 9) Solid burning appliances, not already inwroomting a means of obtaining those stated on these drawings,d Is the responsibility of me mwnerlbinlder to Arm R40(RSI 70) umbusfion air from the outside,shall be provided with a combustion air supply have this plan revised,at his/her expense,accordingly over plywood H 9kPa) H guest IS kPa) Exterior Walls - 2x4 R14(RSI 2.45) from the cu61de by means M a dud of at least 4"(100 rum)In diameter or The ground snow load for this plan is 40 PS F(19 kPa)and the associated Exterior 60 PS 10 P.S.F 70 PS.F - 2x6 R20(RSI 35) equivalent orea (Amde 92214) rain load is assumed to be 8 PS F (38 kPa)unless otherwse indicated.The Balcon /Deck 2 9 kPa 4B kPa -'� composite live load Is 60%of the ground snow load plus the associated rain y ( ) ( ) (34 kPa) Alt ed [cad,therefore,the composite live load for this plan is established as fellows ' . ? 40 PS F (1 9 kPa)x 60%+8 PS.F (38 kPa)=32 P BY H.S kPa) Dimensions are from the outside face of sheathing to the centre or face of Q ' The composite live load of 32 P B F(1.5 kPa)Is comparable to the"design partitions of snow load'for locations mat do not factor In a rain load component Wood framing members that are not pressure treated with a wood poserv- }� r QCT ro Please note that the ground snow load and associated min load for this plan, afive which are supported on or In entad with concrete shall be separated ��■i�/'�■■■ _ 1r{R[ If different from That mentioned above,well be indicated in the general notes from the concrete by No 45 Type S roll roofing or other approved damp- '!•/ \ 14N� i seam of the drawing sheets as well as an me site plan proofing material Plates we to be anphored to concrete with 11T m anchor bolts,maximum Eft dry Framing lumber shall be No 2 or better Douglas Fir unless otherwise CONCRETE & FOUNDATIONS oc,prptrerapproydtlmdmod \ L____J In Canada Foundation types Within the context of a prodrawn plan l Is not possible to specified on plan. For other common species, refer to span tables of the Suite 102-9440 202nd Street, Langley, B C VIM 4A6 or est Ina Road, Suite 220 provide optional foundations to suit all regions and wnsenger practices current edition of the National Balding Code.All beam and lintel saes shown Telephone:604-881-1124 Fax 604-881-2114 Tucson,AZ 85741 Most of Select Home Designs working drawings Include a sowed urate on me dram ngs are based on No 2 Douglas Fins PF and are to be wwwselectaplan cam email: Info@selecfhometleslgns.com basement and optional crawlspace handsome please choose the one that 2-2 x 10's unless otherwise indicated. ©Copyright SELECT HOME DESIGNS All rights reserved. Revised June 2003 B IMPORTANT-PLEASE READ Building contractor to verify all dimensions before proceeding. 12'-0" WALL LINE Dimensions always take precedence over scale dimensions. BELOW All construction shall comply with Part Nine 12'-O" 2x5 FASCIA BRD. TYP. of the National Building Code (current edition) 12 and the Uniform Building Code. 1xB RIDGE BRD. ASPHALT SHINGLES NI beam and lintel sizes on the drawings are �5 BUILDING PAPER based on Noe 5P5F/DFFor other common �+ 1x4 CONT. TIE '/1" PLYWOOD species refer to the span tables contained in 2x6 RAFTERS t CLC. Part Nine of the National BuildingCode or the .JOISTS a 24" O.C. Uniform Building Code. 1 4UTTER GIROUNDAl lintals SNOW LOADING on all lstockt to be 2-2x2= uness Pl ns isnoted. 2x9 FASCIA SRO. 40 lbs/sq.ft.(1.9 kPa) unless otherwise noted. DOUBLE C1.4. J5T. COMPOSITE ROOF LIVE LOAD.92 PSF 2-2x6 1i_On PERF. VINYL SOFFIT In the case of high snow loads or unusual site conditions, non—standard foundations or beam sizes GONG SLAB I I r ' 2.2x4 PLATE _ HORIZ. VINYL SIDING beyond the scope of tables contained In Part Nine BUILDING PAPER of the National Building Code or the USA Uniform t0 Building Code, the owner/builder may be required to 9/B PLY SHEATHING provide at his/her expense, an engineer's report. 2x4 STUDS a I6" O.C. Please consult with your local building WITH BLOCKING a 111101404HT authorities. SELECT HOME DESIGNS does not assume liability for 0 O LL N any errors or omissions on this plan, unless advised yWq� 2x8 RIDGE BRD. _ 2x4 SILL in writing of such errors or omissions prior to INN it O 3 g commencement of construction. N VJ SELECT HOME DESIGNS shall not be responsible for any departure from these drawings advised by any 1-1x6 1.1x6 I SEE DETAIL SHEET at any, approving to or id or professional consultant at any time prior to or during construction. Further, any such deviation ib changes to these plans nullifies any h respect t that SELECT HOME DESIGNS I I onstruave ction 1tRESALE cOFt THESE o this plan or DRAWINGS IS quant 1x6 RAFTERS SECTION A � I I 0 1x6 CEILING JOISTS STRICTLY PROHIBITED. a 24" O.C. PLEASE REFER TO YOUR INFORMATION COVER SHEET _ I I TYP. AND BASIC CONSTRUCTION DETAIL SHEET FOR I I I ADDITIONAL INFORMATION I I I I I I 2x0 HIP RAFTER ELECTRICAL SCHEDULE 1 9'x7' O.H. DOOR 1 TYP. -r�3SWITCH AY CONFIRM ROUGH OPENIN4 ��-r+s"11113 WAY SWITCH W/ MANUFACTURER —— —— —— 4 WAY SWITCH 2-2x12 DOABLE CL4. JST. — — i`i^"'%""°+`''";'�I TMER SWITCH s -,.••,.^ i1 ' LIGHT FIXTURE 2x6 GLC. J5T5. POTIJGHT (RECESSED) a 24" O.C. v � 1( , vvv� TRACKLIGHT FLOOR PL /�'\N 2x6 JACK RAFTERS FLUORESCENT LIGHT FIXTURE e 24" O.G. AyH. 220 VOLT OUTLET ROOFFRAMING DUPLEX OUTLET FOUNDATION PLAN CONFIRM R.O. FOR DOOR AND d�+1 DUPLEX OUTLET— SWITCH ONE SIDE WINDOWS FROM MANUFACTURER. DUPLEX OUTLET— SPLIT CIRCUIT GFl DUPLEX OUTLET— GFI REFER r0 DA51C DETAIL SHEET FOR WALL Ili.,+' WP DUPLEX OUTLET— WEATHERPROOF ASSEMBLY DETAILS. Jp- - �t, ;) DUPLEX OUTLET— CEILING 0DUPLEX OUTLET— FLOOR SAO SMOKE ALARM MECHANICAL SCHEDULE ® FORCED AIR FLR clF MD FORCED AIR CLG COP',Pl311 LAYVS. � FORCED AIR WALL RETURN AIR Ly EXHAUST FAN *CEILING FAN D PHONE JACK ►N CABLE " HB #=HOSE BIBS 0 COPYRIGHT .I'q% SELECT HOME DESIGNS The use of this plan is limited to a specified project of the purchaser and for the construction of one building. ❑ ❑ Any use or diand or of plans, reprader then VINYL TRIM (TYP) ■ . Ideas, designs and/or is strictly pr other than by 1-2x41 PLATE VINYL TRIM (TYP.) SELECT HOME DESIGNS is strictly prohibited by law without written permission same. They are not to be produced by —1 Qanyone by any method, including g blueprinting, 2-1x4 PLATE 13 1x10 TRIM BOARD photocopying, photography, tracing, redrawing or any other means. Violation subject to penalty under the law. FLASHED 2-1x12 m _ LEFT wALLPROPOSED GARAGE 2-2x4 FRET WALL FRONT ELEVATION REAR ELEVATION O E k WALL FRONT rt W n Z DESIGNER SCALE 11411.110- 12'-C /4".1'-O" sE 2x4 5ILL DRAWN JRP DATE NOV.22/% 3 12'-0" CORNER DETAIL ASPHALT SHINGLE ASPHALT SHINGLES SCALE, I".I'-O" CHECKED CORNER DETAIL 2x4 BILL TOP OF (PLAN VIEW) SCALE, I".I'-O" SLAB REAR FRAMING DECORATIVE REVISIONS/NOTES I'•6 ' 9' O° 6° GJftER SHUTTERS TYP. (PLAN VIEW) RIZ VINYL 51DIN4 1x8 FASCIA BRD. 12'_pe FRONT FRAMING 0 2.2x4 PLATE 2x4 STUDS s 16" O.G. 2.2x6 2-2x6 HOW V0541W 2x4 STUDS a 16- O.G. 2-2x4 PLATE LINTEL 2.1x4 OPTIONAL OPTIONAL OPTIONAL OPTIONAL DECORATIVE DECORATIVE USA DECORATIVE DECORATIVE PLANTER BOX GUT FROM BRACKETS GUT FROM 3275 WEST INA ROAD, SUITE 110 2-2x6 PLANTER BOX BRACKETS (Ix4 s IxIO) 2 PLY PRESSURE TREATED 2x6 TUCSON, AZ. 85741 LINTEL RIGHT ELEVATION LEFT ELEVATION ` '-„24 CONFIRM CANADA o R.O. HSUITE 102,C 202 STREET--_ Y, B.C.C. VIM 4A6 (604) --- (604) 881-1124 2x4 SILL FRONT 22'-0” Email: InfoOselecthomedesigns.com WALL CUT OUT SILL IPLATE Internet: www.selectcplan.com AFTER WALL 15 IN PLACE �{ D Aet I Jf1 RIGHT REAR y'` 1N Sf:y,'yp WALL 221•0° 1x4 BILL WALL LEFT FRAMING 6` qu CONFIRM ROl1(.'H OPENINGS W/MANUFACTURER. ¢ .' PLAN N0. 96-265 ,. i 12'X22' 6ARA6E SCALE,CORNERI�Ta-0" RIGHT FRAMING CORNER DETAIL \N�T 12 .t. SCALE, 1/2".1'-0" "„!�°,F,,N%41 SHEET I OF I ROOF SHINGLES IMPORTANT-PLEASE READ FELT PAPER HORIZ. VINYL SIDING /e PLY. SHEATHING Building contractor to verify all dimensions 1/2" PLYWOOD 2-2x4 PLATE before proceeding. TRUSSES • SEE BASIC DETAIL (SWEET NO. 5) F Dimensions always take precedence over scale 1x4 5TUD9 VINYL WINDOW CAP= dimensions.str FOR DETAILS AND 5PAGIN4 a 16" O.G. V HORIZ. VINYL SIDING All construction shall comply with Part Nina GENERAL NOTE5 2 PLY LINTEL W %" PL45NEATNIN6 of the National Building Code (current edition) = and the Uniform Building Code. THE OWNER AND/OR BUILDER SHALL ENSURE THAT CONSTRUCTION C/W 7/16" FILLER WINDOW 2-2x4 All beam and lintel sizes on the drawings are COMPLIES WITH ALL NATIONAL, PROVINCIAL, 5TAE AND LOCAL STATUES,ORDINANCES AND REGULATIONS. LINE= CHART RuPRIOR TO PROCEEDING WITH CONSTRUCTION, THE BUILDER MULST VERIFY 12 based on fer t the spa, For other commoIn n ALL INFORMATION, DIMENSIONS AND SPECIFICATIONS OF T1415 PLAN. 2.2x4 SUB SILL LL INYL J CHANNEL Parties refer to the span toblea contained tGARAGE DDDR Part Nine of the National Building Code or the 2 Uniform Building Code. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED 5 O All lintels to be 2-2x2X� unless otherwise noted. 1 x5 JAMB GROUND SNOW LOADING on all stock plans is N5h10N5 ARE FROM THE OUTSIDE FACE OF FRAMING AND CONCRETE —��` 2x6 FASCIA pp t 40 IbsC�sq.ft.(1.9 kPa) unless otherwise noted. FOUNDATIONS. U JAMB FOR 16 O. H . DOOR GDI'1POSITE ROOF LIVE LOA0.92 P5F In the case n high snow loads or unusual site OWNER AND/OR ELECTRICAL, V CONFIRM ALL REQUIREMENTS WITH RESPECT TO' HEATING. TYPICAL HEADER PLAN VIEW - FOR ROOF LOAD WITH ATTIC ONLY beyond the non—standard foundations of beam sizes STORMINC, ELECTRICAL, INSULATION, PERIMETER DRAINAGE, ROOF DRAINAGE, PERF. VINYL SOFFIT beyond the scope of tables contained in Port Nine STORM DRAINAGE CONTY NA ON JURI DRAINAGE PITS AND E IN4STA WITH THE of the National Building Code or the USA Uniform APPROPRIATE AUTHORITY HAVING .A)R15DICHES PRIOR TO THE START OF CONSTRUCTION. REFER TO FOR OPTIONAL DOOR OR WINDOW 9 WINDOW AND DOOR SIZES INDICATED ON THESE DRAWINGS ARE NOMINAL SIZES. 2x4 5TIA5 s 1611 O.G. PLANS SEE LINTEL CHART (SWEET 6 OF B) FOR SIZES Building Code, the owner builder may be required to CONFIRM ALL ROL6N BLOCKING s MIDHEIGHT HORIZ. VINYL SIDING provide at hie/her expense, an engineer's report. ROUGH OPENINGS VARY BETWEEN MANUFACTURER'S. OWNER AND/OR BUILDER TO Please consult with your local building OPENIN65 WITH SUPPLIER PRIOR TO THE START OF CONSTRUCTION /e" PLY 5HEATHIN4 authorities. ' AND TO ADJUST DIMENSIONS AND OR FRAMING DETAILS ACCORDINGLY. SEE LINTEL CHART SELECT HOME DESIGNS does not assume Iiobllity for CONCRETE FOOTIN45 MUST BE PLACED ON UNDISTURBED OR COMPACTED SOIL NOTE R.O. WIDTH FOR SIZE any erors or omissions on this plan, unless advised TO AN ELEVATION BELOW FROST PENETRATION. FOOTINGS SHOWN ON THESE 2x4 BILL FINISH 51DIN4 AND2.2x4 PLATE R.O. WIDTH In writing of ouch errors or omissions prior to PLANS NAVE BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF 1560 FOAM BILL CASKET 5HEATHIN4 TO DROP commencement of construction. P.S.F Z 11211 BELOW BILL SELECT r DESIGNS shall not be rased by for FLOOR DESIGN LOAD FOR THIS PLAN 15 BASED ON A 40 P.S.F. LIVE LOAD AND 2.2x4 PLATE any departure from these drawings advised by any official, approving authority or professional consultant A IS P.S.F. DEAD LOAD FOR A TOTAL DESIGN LOAD OF 55 P.S.F. R.O. during HE14HT at any time prior to ornges construction. Further, ROOF DESIGN LOAD FOR THIS PLAN 19 BASED ON A COMPOSITE LIVE LOAD R.O. any such deviation or changes to these plana OF 92 P.S.F. AND A 10 P.S.F. DEAD LOAD FOR A TOTAL OE514N LOAD OF Ss. 1/2" "DIA. ANCHOR BOLTS a 7'•OO.G. HEIGHT nullifies any responsibility that SELECT HOME DESIGNS 42 P.S.F. 4" CONCRETE LAB ` "" �' may have with respect to this plan or consequent IF A LESSER SOIL BEARING CAPACITY 15 ENCOUNTERED, OR IF THE 010-6x6 W.W.ME5H GRADE TO SUIT construction. RESALE OF THESE DRAWINGS IS GROUND SNOW/RAIN LOADS FOR THE RE41ON IN WHICH THIS PLAN 15 70 BE CONSTRUCTED ARE NIGHER THAN THOSE STATED ABOVE, IT 15 THE 1/2" EXPANSION JOINT (SLOPE GOWN FROM STRUCTURE) 2x4 SILL STRICTLY PROHIBITED. RESPONSIBILITY OF THE OWNER/BUILDER TO HAVE THIS PLAN REVISED 02x45ILL. CUT OUT SILL PLEASE REFER TO YOUR INFORMATON COVER SHEEP AFTER ERECTING WALL AND BASIC CONSTRUCTION DETAIL SHEEWALL T FOR ACCORDINGLY. TYPICAL WINDOW FRAMING ADDITIONAL INFORMATION ROOFIN��D �DRIP EDGE 5 •� ' '"•S II61"xB'NCONC FOOTING 'I 'I " COMPACT GRAVEL 1-IOM 9" FROM TOP CONFIRM R.O. WITH WINDOW SELECTED TYPICAL DOOR FRAMING ELECTRICAL SCHEDULE 2x8 TO gE J (LAP MIN. 24" a CORNERSI CONFIRM R.O. WITH DOOR SELECTED . SWITCH FR09T 2-IOM IN FOOTING 2-2x4 PLATE +, 3 WAY SWITCH 1x4 (3" CLEAR OF SIDES t BOTTOM) x 4 WAY SWITCH SITE BUILT TRUSS 2x4 LADDER FRAMIN4 a16 pG V TIMER SWITCH SEE 5HEET 5 t 6 W LIGHT FIXTURE PEE NOTE BELOW NOTE r 2-1x_ PLATES ALL TO HCONCRETE AVE 3-ISM PAD EACH WAYN45 2 PLY LINTEL VINYL DOOR CAP 1-2x4 PLATE D POTLIGHT (RECESSED) 1/2" DETAILCOSSETS SEE LINTELC1W 7/1611 ILLER ART 1 n 2x4 STUDST- _ FOR LINTEL SIZE F v� TRACKDGHT UNLESS HOED OTHERWISE /4 0 16" O.C. E LINTEL CHART SEE DETAIL (SWEET 6 OF B) FOR SIZES a }.,t—• FLUORESCENT LIGHT FIXTURE SHEETS 7 t 8 7116" FILLER (SHEET b OF B) T I x5 JAMB W 220 VOLT OUTLET O.H. GAR DOOR O INYL DOOR CAP = DUPLEX OUTLET DUPLEX OUTLET— SWITCH ONE SIDE COMMON 1x5 JAMB R DUPLEX OUTLET— SPLIT CIRCUIT PLATE HEIGHT I TYPICAL WALL SECTION GARAGE DOOR HEADER O.H. GAR DOOR GM 41M DUPLEX OUTLET— GFI 9 'O. H . DOOR ZpEZpE WP DUPLEX OUTLET— WEATHERPROOF G/4BLE END GARAGE DOOR HEADER DUPLEX OUTLET— CEILING ROOF LOAD WITH ATTIC ONLY DUPLEX OUTLET— FLOOR 16 ' O. H . DOOR SAL SMOKE ALARM FOREXTERIOR SIDE OF CABLE END TRUSSES ROOF LOAD WITH ATTIC ONLY MECHANICAL SCHEDULE SHIM BETWEEN GUSSET PLATES WITH 1/2" PLYWOOD. ® FORCED AIR FLR SET TRUSS BACK 1/2" FROM CABLE WALL 50 CUSSET : FORCED AIR CLG PLATES ARE FLUSH WITH STUD WALL. :^ S FORCED AIR WALL RETURN AIR 0 EXHAUST FAN *CEILING FAN D PHONE JACK .N�►TV CABLE HB #—HOSE BIBB 0 COPYRIGHT 19% SELECT HOME DESIGNS NOTE, ALL MEMBERS 2x4 NO.2 5PF The use of this plan Is limited to a specified -GUITINIG L15i APPLIES TO 5/12 project of the purchaser and for the construction PITCHI TRUSSES ONLY of one building. Any use ig disclosure rr plans, isotherthan reproductions, -REFER TO —SWEET 7 OF B FOR GUSSET REQUIREMENTS Ideas, designs and/or arrangements other than by SELECT HOME DESIGNS is strictly prohibited by BOTTOM CORNER law without written permission of some. e iOVERHAN4 They aro not to be reproduced by \\\`r�� '4 TOP CHORD anyone by any method, y, tracing. blueprinting. 67.4 D TOP CORNER otherr means. photography, tracing, redrawing or any MEMBER (D e PEAK 1/2" PLYWOOD WOOD BOTTOM CHORD Violation subject to penalty under the law. A 67.4 D DETAIL SHEET ENDIr B 5-12 ROOF PIT614 FACE GRAIN PARALLEL MEMBER 90.0 D JOINT LOCATION m 0 ® ® m ® TO BOTTOM CHORD MIDDLE C NUMBER OF NAILS a JOINT LOCATION 19 11 4 6 8 10 DESIGNER SCALE NTS .... ........ 12 9" NAILS DRAWN DATE APRIL, 19% O O 9T464ERED NAILS CHECKED 4 3 ® 40 REVISIONS/NOTES O Q 5/e E " FIBERBOARD MEMBER 03 / n n N, 51.3 D 38.7 (- TOP CORNER 9. BELOW PEAK NOTE. PROVIDE 2x4 CONTINUOUS BOTTOM CHORD BRACING D *1 " 1. REFER TO CHART FOR NAILING REQUIREMENTS At 6'-O" O.C. TYP. TO ALL TRUSS SPANS. RIWIT GUSSET C 2. PLACE FIBERBOARD LU;iER JOINT AND DRIVE ALL NAILS F 1/9. PLYWOOD 4USSETS BOTH FROM OPE SIDE. 74.0 D 77.3 D SIDES AT ALL JOINTS GTUSSET H MEMBER 0 Ilk 4 � TRUSS TRLL55 HOW =614W BOTTOM CORNER "`+ I: SPAN 5PAGIN4 A B C D E F 4 AGAINST MEMBER 0 -dip al USA Q :-011 46' IN 6.Li N 3275 WEST INA ROAD, SUITE 110 LINTEL CHART vlx y/y P\� TUCSON, AZ. 85741 20'-0" 24" 0/6 111-431411 9'-4 9/16" 101-0" 4'-4 II/16" 4'-11 7/B" 2'-4 1/0" 21-5 15/16" b n\: (604) 881-1124 -FOR 32 ROOF LIVE LOAD AND 10 P.S.F. DEAD LOAD. GUSSET A C3 ."' � a .„ -MAXIMUM ROOF SPAN OF 24'-01. :-q nOn `' r" it. CANADA 22'-0" 24" O/C 12'-5 9/4" 10'•4 9/1611 11'-O" 4'-11 1/B" 5'•6 1/4" 2'-7 5/16" 2'•9 1/B" -ATTIC SPACE ONLY • NO LOFT OR STORAGE IN ATTIC 1'-O'1 SUITE 102, 9. 202 STREET FOR ALL 4ARA4E PACKAGES EXCEPT 0 914.07. E (604)LANGY, B.C. VIM 4A6 24'•0" 24" O/C 19'-6 9/4" 11'-4 9/16" 121.0" '-5 1/2" 6'•0 11/I6" 21.10 9/16" 3'-0 5/16" GUSSET D GUSSET E �\ ter, (s0a) Bel—n2a SPAN CARRIES ROOF CARRIES GABLE J223,.9 {O Email: infoOselecthomedeaigns.com 201.0" Ib" O/C 151-8 914" 131-43116- 141.0" 61-65116- 7'-1 1/2" 3'•4 15/16" 31-6 9/4" (+ 6" OVERHANG) (+ 1211 OVERHANG) \T' aw t*/ Internet: www.ealectoplan.com (SIDE CABLE) (FRONT CABLE) "'+,.. 3'-O" 2.2x6 2-2x4 3. FLIP . REMOVE FIBERBOARD PADS. 9'-O" 2.2x12 2-2x0 BEND OVEROVER PROJECTING TIPS OF NAIL AT 161-0" 9"x15" GLULAM 02OF 2-2x12 R1414T ANGLES TO PLYWOOD FACE GRAIN. PLAN N0. DETAIL 51-IFFY GUSSET DETAILING SITE BUILT ROOF SITE BUILT ROOF SITE BUILT ROOF TRUSS DESIGN 5: 12 PITCH GABLE TRUSS DESIGN 5: 12 PITCH GABLE TRUSS DESIGN 5: 12 PITCH SHEET i OF I i BUILD-1 T T T T�T T . �J 1 Ly-r��i 7ZT`. T7 r�f T'TST Applicant/ ' ApplicanU � w _ - Date. Owners Name: Reviewed: Architect/ Date Engineer: Submitted: / SCTM #: District: I MO Section: 13 lock: Project ,/ � Subdivision Location: ��y.. �o Name: Sin&le& separate Required certification: (Yes fNo)— - Req. Req. Zoning Oisvim A: Cy (LO(Size: ial: Req. l (Lot coverage Protxis�d l Req. Rcq _ / O"roa Yard proposed: (Side Yard 1 � roposed: ) (Rear Yard trotxlSCd' 1 Project Description: A GE1YC�+.�ERI�IT� REQUIRE FOR l+,Virwer 't . N.A. YES S u ber Suffolk County Health Dept. New York State D. E. C. IJ Town Trustees /•)" Town Zoning Board approval: f Town Planning Board approval: . . 1. Flood Plane Elevation??? Flood Zone: „ ' J