Loading...
HomeMy WebLinkAbout29528-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30109 Date: 03/25/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1195 WILMARTH AVE GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 41 Block 1 Lot 11.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 25, 2003 pursuant to which Building Permit No. 29528-Z dated JUNE 27, 2003 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to BAYBERRY BUILDERS LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0006 03/24/04 ELECTRICAL CERTIFICATE NO_ 80800C 01/08/04 PLUMBERS CERTIFICATION DATED 2/12/04 T & F ENTERPRISES INC Authorized S' nature 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. 29528 Z Date JUNE 27, 2003 Permission is hereby granted to : THOMAS A KLOS PO BOX 771 CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR at premises located at 1195 WILMARTH AVE GREENPORT County Tax Map No. 473889 Section 041 Block 0001 Lot No. 011 . 001 pursuant to application dated JUNE 25, 2003 and approved by the Building Inspector to expire on DECEMBER 27, 2004 . Fee $ 769 . 80 —� Authorized Signature ORIGINAL Rev. 5/8/02 Form Nu.6 TOWN OF SOUTHOI,D BUILDING DEPARTMENT 1 TOWN HALL I I 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY R 2 5 W 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 02/11/2004 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 1195 Wilmarth Ave. Greenport New York 11944 P Y� House No. Street Hamlet Bayberry Builders L.L.C. Owner or Owners of Property: Suffolk County Tax Map No 1000,Section 41 Block 01 Lot 11.1 Subdivision Washington Heights Filed Map. 651 Lot: 25,26,27,28 Permit No. 295282 Date of Permit. 06/2712003 Applicant: Bayberry Builders/L.L.C. Health Dept. Approval: ✓ 3 Z Underwriters Approval: t/ _ 1&16 Planning Board Approval: Request for_ Temporary Certificate Final Certificate: (c k one) Fee Submitted: $ 6b "AppWiri Signature Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 1/8/04 375 Dunton Avenue 80800C East Patchogue, New York 11772 (631)286.6642 Issued To: Bayberry Builders Street: 1195 Willmarth Village: Greenport Zip: 11944 Town: Southold Section: Block: Lot: Contractor: New Age Electric (L) Lic. # 4816-E Was examined and found to be in compliance with the National Electrical Code. L I Commercial X NV Defects X Pool !X list Floor 17 Indoor XI Basement L Hot Tub FX1 Residential X Det. Garage X Attic X 2nd Floor 7 Outdoor Addition _' Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 32 50 29 11 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1-20A 1 20 1 20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1-15A 6 1 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 / XX 1 Bldg. Permit: Other Equipment 1-200A Panel 1 2-30A A/C Cond 1-Central Vac System Hugo S. Surdi 2-15A Air Handler President Rough Inspection: 10/21/2003 Inspector: Sean P.Hightower Final Inspection: 01/06/2004 Inspector: Sean P. Hightower This certificate must not be altered in any manner. Inspectors may be identified by their credentials. �o�gUFFO(.tcQ w Town Hall,53095 Main Road y,G � Fax(631)765-9502 P.O. Box 1179 y Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 7 �Z Owner: (PleAse print) Plumber: d-� �il �J��i52 SSC ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Ambers Signature) Sworn to before me this day of 20 LAUREN K.SMITH Notary Public•State of New York N0.01SM3011907 _ Duallfled in Suffolk County J My Commission Expires Aug.17,aO016 Notary Public, 41UMD 0' County .,,1(1;�g,`Jice-President 'pFFQ(KL' 53095 Route 25 Artie Foster �O`� O P.O.Box 1179 Ken Poliwoda c � Southold,New York 11971-0959 Peggy A.Dickerson NTelephone(631)765-1892 Z --- - - _ a�- nr ------ - -O • -+F - Fax(631) 765-1366_- --_ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 9, 2003 Mr. Matt D. Ivans Suffolk Environmental Consulting, Inc. Main Street P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: THOMAS & ROSEMARY KLOS 1195 WILMARTH AVE., GREENPORT SCTM#41-1-10&11 Dear Mr. Ivans: The Southold Town Board of Trustees reviewed the survey dated November 26, 2002 and last revised January 3, 2003 and'determined the proposed single-family dwelling, sanitary system, and driveway to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Y Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. This determination is not a determination from any other agency. New York State Department of Environmental Conservation _ Divisk m of Environmental Penults, Region One Building 4D-SUNY,Stony Brook, New York 11790-2356 --- -Phort&_;W1)444-0365 FAX:-(6311-444360 Erin M.Crotty Letter of Non-Jurisdiction - Freshwater Wetlands Act Commissbner March 11, 2003 Thomas and Rosemary Klos NYSDEC #14738-03134/00001 P.O. Box 771 Kim Property Cutchogue NY 11935 1195 Wilmarth Avenue Greenport NY SCTM#100041-1-11.1 Dear Applicants: Based on the Department's review of the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. Your proposed project to construct a single-family dwelling, sanitary system, driveway, public water service, and conduct clearing and ground disturbance, as shown on the survey prepared by Peconic Surveyors, P.C. last revised on 1/3/03, is more than 100 feet from New York State regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Be advised, that all construction, clearing, grading, and /or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any additional work, or modification to the project may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not reli you of the responsibility of obtaining any necessary permits or approvals from o her gencies. i c rely, John A. eland Deputy Permit Administrator CC: Suffolk Environmental Consulting, Inc. Bureau of Habitat File APPEALS BOARD MEMBERS SUFFO(�Co p Southold Town Hall Gerard E Goehringer, Chairman 53095 Main Road Serge Doyen y x P.O. Box 1179 James Dinizio, Jr. D Southold, New York 11971 Robert A. Villa Fax (516) 765-1823 Lydia A. Tortora O! �a Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION ADOPTED AT REGULAR MEETING OF MARCHI3, 1997 Appl. No. 4459 - ANTONE STRAUSSNER , JR . & LUCY STRAUSSNER PARCEL: 1000-41-1-10 & 11 as one lot (1000-34-1-16 as remaining lot) STREET & LOCALITY: 335 Main St. , Greenport, NY DATE OF PUBLIC HEARING: March 13, 1997 FINDINGS (PROPERTY FACTS): DESCRIPTION: This property is located in an R-40 Residential Zone District, being a corner lot situate both on the westerly side of Main Street and the northerly side of Wilmarth Avenue. The lot referred to as 1000-34-1-16 contains a total lot area of at least 40,000 sq. ft. , and the subject lot, referred to as combined numbers 10 and 11, of Section 41, Block 1, is vacant, unimproved land (all as more particularly shown on January 27, 1997 survey map submitted for consideration and made a part of the file under date of February 21, 1997) . The subject lot contains a total land area of approximately .70 of an acre (ref: 1996 Assessors Property Cards) . BASIS OF APPEAL: Building Inspector's Action of Disapproval dated November 15, 1996, which reads as follows: under Article II, Section 100-26, "under ARticle II, Section 100-24A. (1) the lots in question SCTM #1000-41-1-10 and 11, and 1000-34-1-16 were created by deed recorded in the Suffolk County Clerk's Office before June 30, 1983 and conform to the minimum lot requirements set forth in bulk schedule AA as of the Date of Lot Creation. . . Under Section 100-25A, the lots in question are located in R-40 Zone. Lots 1000-41-1-10 & 11 are nonconforming. Lot SCTM 34-1-16 is a conforming lot. These lots have merged as they have been held in common ownership at sometime since July 1, 1983. RELIEF REQUESTED BY APPLICANT: Approval of Waiver for nonconforming lot identified as 1000-41-10 and 11 (combined as one) . APage 2 - Appl. #4459 Waiver Request: Straussner Decision Rendered March 13, 1997 REASONS FOR BOARD ACTION DESCRIBED BELOW: Lot 1000-34-1-16 is improved with a single-family dwelling and substantially conforms with the 40,000 sq. ft. minimum lot size required for this R-40 District. Antone A. Straussner, Sr. and his wife, Lucy, conveyed this lot on March 14, 1970 to their son, Antone A. Straussner, Jr. , subject to a life estate for both parcents. Antone Straussner, Sr. is deceased. Lucy Straussner is alive and holds a "Life Estate in the premises" according to the single and separate search presented in evidence to the Board of Appeals February 20, 1997. The adjoining lots, 1000-41-1-10 and 1000-41-1-11 are vacant and consist of .31 and .38 of an acre, respectively. When originally created in 1927, the two lots consisted of four lots, according to the filed Map of Washington Heights. Antone A. Straussner, Jr. has been the sole owner of record of Lot Nos. 10 & 11 since 1970. Because of the small size of each lot, he has requested by his agent that both lots be combined to create a total lot size of 29,573 sq. ft. 1. The waiver will not result in a significant increase in the density of the neighborhood because the applicant seeks to reduce the degree of nonconformity of two substandard lots (10 & 11) by combining the two lots into one larger lot. No significant increase will occur from one single-family dwelling unit if the combined lot is improved. 2. The waiver would not recognize a lot that is consistent with and exceeds the size of lots in the neighborhood. Combined lots 10 and 11 are considerably larger than most lots in the neighborhood. The improved lots on both sides of Wilmarth Avenue contain lot areas ranging from .13 of an acre to .43 of an acre. The northeast side of Main Street consists of two commercial properties, one improved with a gasoline station and numberous small lots to the south, east and north. 3. The waiver would recognize the exterior dimensions of previously created lot lines. 4. The land will not require a change or alteration in contours or slopes, or substantial filling of land. RESOLUTION/ACTION: On motion by Member TORTORA, seconded /Page 3 - Appl. #4459 Waiver Request: Straussner Decision Rendered March 13, 1997 by Chairman GOEHRINGER, it was RESOLVED, to GRANT this requested Waiver, for the reasons noted above. VOTE OF THE BOARD: AYES: Members Doyen, Goehringer, Dinizio, Villa, and Tortora. This resolution w duly ad j'GERARD P. GOEHRINGER, CYAIRMAN Approved for Filing r7��� t 17T'tT77�rfT`V nrn— rr -! . ' i , . � r 7TG�1QT1�I —1 Lzi Viz"�I� � T Applicant/ Date. . Owners Nauta: k®,542 Reviewed: 03 Architect/ ( l Date Engineer: /' ' ltl . Submitted: a � ,a3 i SCTM Dis[rict: I1 000 Secuon: Block: Lot: JL Projectcy n Subdivision Location: I ! s- Name: Single & separate Required ` \ P cc-(ifica(iou: (Yes/Nn) lV R 1 1 Req t " Req. Zgn.inei)Istric�z_LC_^ (I,'I size: Actaaf: "1 I (Lo(.covcrage Edi". Yroposcil Req. - r Rte. Req. tlrrop(Yard/�� Proposed:' ' (Side Yard Proposed 1. (Rear Yard Propo>cd Z7 _ j Zu! r3.-f!�D Project Description: ,L) l Geon_. lrJc���Q AGENCi^XERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation Flood Zone: t0 NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: ✓ HEIGHT/FIRE AREA.: �J TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEE RESCRI'TIVE FULL FRAMING DESIGN ELEME HEADERS: Y/N WALL STUDS Y/N ' GIRDERS:.Y/N / CEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS, LIGHT, VENT: Y/N LIA a x LOAD PATHS: Y/N „ ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N i LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) 765_1802 BUILDING DEPT. INSPECTION [ j FOUNDATION IST [ } ROUGH PLBG. [ ] FOUNDATION 2ND [ t INSULATION [ ] FRAMING [ ] FINAL FIREPLACE & CHIMNEY REMARKS: ` DATE 1NSPECTO , 765-1802 BUILDING DEPT. f NSPECT10 [ ] FOUN ATION IST [ ROUGH PLBG. UNDAT 2ND [ ] INSULATION [ F INIa [ ] FINAL [ FIREPLACE & CHIMNEY R ARKS: C c ' ✓�J DATE /f INSPE i 765=1802 BUILDING DEPT. 1NSIPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] `-FOUNDATION 2ND INSULATION j { ] FRAMING [ ] FINAL [ ] :FIREPI.PtOE CHIMNEY REMA KS• DATE (oINSPECTO I - 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INTION ] FRAMING [ ;' FINAL [ ] FIREPLACE A CHIMNEY REM KS: � DATE a INSPECTO C ' 765-1802 BUILDING DEPT. Z4NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. ] FOUNDATION 2ND [ 1 INSULATION [ ] FRAMING [ ] FINAL FIREPLACE & CHIMNEY RE RKS: e;�, . DATE INSPECT ' M-1802 BUILDING DEPT. SPECTIOIV [ ] FOUNDATION IST ( ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION ] :RAMI [ ] FINAL [ ] FIR PLACE CHIMNEY REMARK DATE &4"SPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. { ] FOUNDATION 2ND [ T INSULATION { ] FRAMING [ ] FINAL ] FIREPLACE S CHIMNEY REMARKS: DATE INSPECT < F ` FIELD'INSPECTTONREPORT AE COMMENTS FOUNDATION(1 .17,11 c FOUNDATION(2ND) ZJ. — p i _a m �- ROUGH FRAMING& l y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE r o sy` FINAL i ADI D TONAL COMMENTS 77 0 V z m z y a o II � x Q c TOWN OF SOUTHOLD BU1LDINC PERMIT APPL'tATXOV CHE,�-FzLl5T BUILDING DEPARTAI'I�N Do youhave or`need the folio °° S,before applying? TOWN HALL Board of Health V _ SOUTHOLD, NY 1"71 ` 3sets ofBuildingPIans _ TEL: (631) 765-1802 Planning Bo : ppm ar 1 FAX: (631)765-9502 Survey PERMIT NO. � k' � uc.Fonn � T•rust�es �-- Examined as,20, 03.,. Contact- Approved. 7 200� Adail to: Disapproved a/c L �� S PhouC1 �� 1 EViration MAL ,.: Building Inspector >. ` APPLICATION FOR BUILDING PERMIT JUN 03 -a p Date 2003 - INSTRUCTIONS 1 y ^� v { a. Thirst ion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 tets 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 eas,and waterways. c. The work covered by this applilatioii 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 s all be kept on the premises available fort inspection throughout the work- e. ork e.No building shall be occupied of used in whole or in part for any purpose what so over until the Building Inspector sues a Certificate of Occupancy. f Every building permit shall expi�e if the work authorized has not commenced within 12 months after the date of i suance or has not been completed within 8 months from such date,If no zoning amendments or other regulations affecting the p operty have been enacted in the interim re Building Inspector may authorize,in writing,the extension of the permit for.an a dition six months.Whereafter, a new permit shall be required. APPLICATION IS I-MRIBY MADE to the Building Department for the issuance of a Building Permit pursuant to the B ilding Zone Ordinance of the Town of Southold, Suffolk County,New York,,and other applicable Laws, Ordinances or R gulations, for the construction of build s,additions,or alterations or for removal or dem • ion as herein described.The ap licant a; ::+ ; ; laws,ordinances,building code,hauling co r ons,and to admit au orized`: i•+ ling for necessary inspections. j igna f applicant or name,if a corporation) g{ r , tl 6 d6� C a- (&tailing address of applican' ata e whether applican �-exr, essee, agent, architect, engineer, general contractor, electrician,plumber or builder 1 e of owner of premises JJ 5 f f&1 J ,&rS (As on the tax roll or latest deed) F a licant is a torpor�jtion, si e of duly authorized officer � AI,G r n )yte r (Name d title of corporate officer) uii ers License No. l hers License No. tee cians License No. th r Trade's License No. tNumheT of Iann which proposed work will be done: Hatnlet Street / J J No. 1000 SectionBlock d Lot5h,y, t _ Filed A4apNo. Lot � (Name cate existing use and occupancy of premises and intended use and occppancy of proposed construction: a Existing use and occupancy i/4G"� b. Intended use and occupancy Z51 n v1q i N Gw 3. Nature of work(check which applicable):New BuildingAddition Alteration Repair Removal Demolition Other Work _ (Description) k Estimated Cost �a�j ? Fee (To be paid on filing this application) If dwelling, number of dwelling units 4 Number of dwelling units on each floor J if garage, number of cars :a, If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 3 Dimensions of entire new construction: Front Rear Depth Height Number of Stories Size of lot: Front Rear ! Depth r �3 V ). Date of Purchase� Name of Former Owner nh6"Cy S 1. Zone or use district in which premises are situated Z. Does proposed construction violate any zoning law, ordinance or regulation?YES NO l S. Will lot be re-graded?YES NO LIXWill excess fill be removed from premise&? YES NO✓ Names of Owner of premises � + err �M 6_Address MO-A 311 Phone No. ,1 Name of Architect j }e�>�k in8 Address G ffio. . M3;2EG Phone N6-! 1 e/ 3 Igba e . 'IZ j Name of Contractor P(- _ Address Phone No. ' a Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES I f!f IF YES, SOUI'I-IOLD TOWN TRUSTEES &D.E.C.PER MAY BE REQUIRED. { b. Is this property within 300 feet of a tidal wetland? *YES NO '=g IF YES, D.E.C. PERMITS MAY BE REQUIRED. Provide survey,to scale,with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. it ATE OF NEW YORK) .7NTYOF 5- ^tl C. f I U11- being duly sworn, deposes and says that(s)he is the applicant (Name of individual sigrift contract) above named, 'e is the (Contractor,Agent, Corporate Officer, etc.) t r id owner or owners, and is duly authorized to perform or.have performed the said wouc and to make and file this application ill statements contained in this application are true to the best of his knowledge and belief;and that the work will be j rind in the manner set forth in the application filed therewith. - n to fore me this day of 20 O-12 ' Notary Public ignature of Applicant DA I PROKOP Notary Putiifc,State of New york No.4977533 Qualified in suffoik County Commission Expsires Feb Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/17/03 Receipt#: 1221 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 1221 Total Paid: $10.00 Name: Bayberry, Builders Po Box 311 Wading River, NY 11792 Clerk ID: BONNIED Internal ID:77125 to x G �i r M rZ !�gXgp(y D , ARIiL MT OP I-MAL TH SERVICES JM! ♦ h'4- : PlEYdMtIGt I�Wilty'A SFLE�S M ONL,i'1�r PQ)E�A vtiP��� �� �� � .„✓-�(�t�c �. g ovz to 'fix ��` rd#ind tlt tr�rbuncB 1 VIE No, APFI24VEDu „� t �,4V fir' FOR T.5A7 d16263iYi OF. BE IvISv�SwJR, vG F7CPIRE8 nMM- � YEARS FROM DATE OF.APPROVAL � � �• � A _ �-.— rr��� A A t e .. $ARK BROW !OA# BROWN s1utX SANG &M � 4 _ 10i PAM 8ROWN RNE 70.COARSE SANG SW • _ (�^I O WJT14 t� i F� � �i, �" . T:H' 31. 3 A,- put WAt �� W � � � w PAGE BROW nW M CWRSE SAND $W "''i •� �I'�`' -� � 41 c7rnr h7mIllar•filth the , rANDARUS FOR APPROVAL Its ' w� WA Ris(Gk GQ/WTRtfrIGIN . a4/B5LIRFAE 5EWAGE = ys F. s U45AOS`�i sY51 �fi5 C 'St J t FA1Vl/LY R-EWDENOESqff ? �' 'VI of m r td oorrst -y --6t�l�lor t t forth therein and on the po.SpaolS 51704M1!n hereon dF? � i", ova rR Mni and or tt om ddto obtolned frog, others. P ,YAt rittN �R= �tratr V, n�iS rS' _ �r�la npN = � THC NEW YORK-SrArE`t'vtfW77ON ?` , tAW, • . ' c� ura � 'r rs .aNr� a r� trr'e ? 3 In !vf(1l(Clts� NT` r A 4.9r Nulla rpt r 'tefrered to 'an pssurx�ed dciturri, e . . 7 N NOH' tf FILET}7N �. �r ., e }, j; aG � Fk1G C31C 1927 1 m #_ C .�.�" N� 651 7 �A 'Z, LMST-A, M'W' y, Wow Ng,, PI' J, J .0 HOPERTY P tot , LI 9T/P110, 7'0* '-T0--.3.V-Ywj.P VSOUTHOL Aka W N' kxA QWAN-Y 0 I HN NT L"A A, IC P, e C),0 f4iYV­N.- 2002 jar t� Pr -6 --rJrduhfj dis - -JJ via? .. ..... IUNF -ZOQ3-�fprop- hood L r� C) LoNr PO; .7603 cerfilicallon." Juve -4, ;66i r rovisicn. j now P66h revision m$ 1% Cconc. fuzodallon ANN, l; TL',fl ......... 1�,w Von wq*I -now 7-v 0A jigpd ",Va! Or 1 IL T 79T; pig, 4 , w It I IA 3 A p 2 5 n A PAT � n SMAIO,00, FOR APPPOVAL ' -5 A n S bar of A* Ifs All 4 01 061a��K'Owl hvvk&?or owa,06WAK ash #1fK1 Old 4 4' Vf7n 7HII� *OWN -C �A k-rt0N$ WRTAI Y IF i m,WA /,H I'm V` ,J?h Via 1414TL 0� V) o's Ilw 1027 ASS ME FF zzzz 41 A, IN Oa WN." 411 d, , H ALTH DEPT. REFFERENCE NUMB P IPIQ--Q03 10006 � CCMMONKFAL M LAND TITG,f INSURANCC COA,4PANY BAYS RRY 5' De RS L,L,0. r �I^ ... - ... 4s a.<•. . � s 5tvN r5 � a?"wary ^ Ct p t?h os r -e) 6to9 1y ?" r vaJ$M �. tffd N/O/F t.l.Itt .. - 06 fi7"0'att 5'ST HOLE DAT Ex. 22,7' DARK IWOW/d LOAM OI: 24 6a S C T _ $R©WN 94 rY SAND 50 \ \ Plrt c�f Vol GO sfi•G' .D PALE PROM F'INc M COARSE SAND SW � SOT 29...1T� a� � `\\ � � � � �G, H 1 01 16 VELLING \ \ .k WATER IN ME-6RQWN FINE tD 04A1?5E SANG W - Tt' - \\ �• V ,,,,�.*"'E,,+`' �.�7"' 9'( `�' , ,( 4}. IQ I�.- {,J�`�� s 14Y's4 a ai t i rratae 'a 7p APxas�t 4ts i4Pt fig . `' � Y ..•6� $6U� tK�G4's:LiUgsb+�kty#iEbS '�i6TA7A$��31g3'�0�1't'�78 WIid��¢G( ," �� - ^ fir- o•K' p MIM a sfat� ;X9 t ' 13€ SF2f3C�h1 , aryl familiar with the STANDARDS FOR, APPROVAL 4ND L(?NSTh'tICT(QN QF Stll3SURfACf SEWAGE � ��C " '` 6 i "^ r )ISPOSAL SY.MM,S FOR SINGLF FAMILY RE51DFNCES � E •'�2� � `f k'�p � �w P 4��>�ar J. �4 rnC/ will pb)r1e by the condrfrons set Earth therein and on the - ~� � � ' www , >errrtjt to' ean,strucf. rhe locotlon of wells and cesspools shown hereon are � • ��� � - ���p�G�A��t� ��F M�(Y `rtairi Meld.obsel:ations and or from doto obtained from Gathers. NY ALMRATIPN 'OR'ADVI.77ON Tb IVIS SURVEY IS A 06LATIDN TJQN-7;,09 Or Mg, tv& Ypffi� STATE' EDUCAP , /Aw. �\r{C�RtEk „a XtIiTAS".P'l;'k'k� TbAf 70 — t1�L1w,§bN �. AL CEFt7IMAROM gogvLf� N MC1NtlMFN'l � � � �� .0 0 E > ON § € VAtIf1 PLI001 ONLY Il i? : AfQ,MAP'b G{p7E5 E EAf2 MC I;WPRCSSEO'SEAL OF THE VE SUPYOR - A�F'�'A�'S' LOT NUMBERS RMF5R 7-0 "MAS' OF WASHINGTON HEIGHTV' RavU i,evotions raterotmed to on rlssurned ,datum, FILED IN TFfE SU(F`QLK COUNTY CLERK. -Of""F`IC:t: ON DEC. 29; 1927 � � " ' A -75 S.r A5 MAP NO. s5,r, _ L!ST OF DRAWNGS czsn NEWTWO STORY RESIDENCE U a A-0 COMER PAGE GENERAL WW y�>I ya A-1 FOUND. PLAN, FIRST FLOOR PLAN g _0 ® -�� � FOR NOSES. LEGE�D0go �I � �Z [ yA-7. SECOND FLOOR PLAN, SECTION "A-A" 0 PLUMBING RISER DIAGRAM BAYBERRY BUILDERS M A-3 ELEVATIONS a WILLMARTH AVE. zen r,o A-4 DETAILS S2 z N13- 1 . BUILDING USE RESIDENTIAL GREENPORT, NY 11944 WBUILDING OCCUPANCY TYPE R A-� �,�A�QI�� �®��EC12®IHSS DETAIL �II�fEESF z CONSTRUCTION TYPE TYPE 5 WOOD FRAMING N BUILDING HEIGHT = 27'5 ft BUILDING CODE ANALYSIS # OF STORIES = 2 AS PER R202 DEFINITION r MIA 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS 2. REFERENCE STANDARD: AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS a ,d DESIGN CRITERIA: "PRESCRIPTIVE DESIGN" f TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL NAILING SCHEDULE 3. FLOOR AREAS: JOINT DESCRIPTION NJMBER OF kUMBEROF NAIL SPACING JOINT DESCRIPTION NUMBER OF UMBER OF NAIL SPACING "v,, EXISTING 1ST. FLOOR: L274 OMMON NAILS BOX NAILS OMMON NAILS BOX NAILS o ucEPosro/- EXISTING 2ND. FLOOR: PROPOSED 1ST. FLOOR: ROOF FRAMING WALL SHEATHING • a s PROPOSED 2ND. FLOOR. . Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-1 Od per rafter Stuctural Panels 8d 10d 6" edgei 12"field �_ a "• o � GARAGE AREA:PORCH AREA: Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-1 Od per joist Fiberboard Panels o (Table 3 4A) 7/16" 6d - "_edge/6"field 4. DESIGN LOADING: Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25132" 8d 3"e:dgel 6"field (Table 3.9A) Gypsum Wallboard 5d coolers 5d coolers 7"edge/ 10"field CEILING LIVE LOAD: ( Ceiling Joist to Laps Over Partitions ---- 2ND. FLOOR LIVE LOAD: 3 ;F. (Face-nailed) (Table 3.9A) 6-16d 40d each lap Hardboard Bid 8d Age/ 12"field 1 ST. FLOOR. LIVE LOAD: D Collar tie to Rafter(Face-nailed 3-8d 3-10d per tie Particleboard Panels 8d 8d ' ee manuf) EXTERIOR DECK LOAD: 40 P.S.F. (Table 3 6A) _ SNOW LOAD (ROOF): 32 P S.F. Blocking to Rafter(Toe-nailed) 2-8d 2-1 Did each end Diagonal Board Sheathing WIND LOAD: 35­P.SF MPH) NxWor 1"x6" 2-8d 3-10d I a..r support SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) Rim Board to Rafter(End-nailed) 2-16d 3-i6d each end VxlWorwider 3-8d 1 3-1 Did per support AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. WALL FRAMING FLOOR SHEATHING Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot 10d 6"6" edge/12"field i O SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Structural Panels STRUCTURAL ELEMENTS, & LOAD PATHS Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side V or less 8d .L "t cS J greater than i" 10d 16d 6" edge/6"field aa. 5. WINDOW & DOOR SCHEDULE: Stud to Stud (Face-nailed) 2-16d 2-16d 24" o.c. Diagonal Board Sheathing WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Header to Header(Face-nailed) 16d 16d 16"o.c along 1"x6"or 1"x8" 2-8d 3-10d per support OF EMERGENCY ESCAPE AREA edges 1"x10"orwider 3-8d 3-10d per support MODEL# CLEAR OPENING STRUCT. PANEL SIZE REMARKS QTY. Top or Bottom Plate to stud (End-nailed) 2-1sd 2-4od per stud TW 3046 5.7 S.F. 3'-5" x 4'-11 " SEE SHEET A-4 7 Bottom plate to Floor Joist, Bandjoist, 2-16d 2-40d per foot Z TW 3052 6.64 S.F. 3'-5" x 5'-7" FOR DETAILS 4 Endjoist, or Blocking (Face-nailed) 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the pate)edge. n 2 If wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shealcapacities,nailing d m r TW 30310 4.76 S.F. __S'-5 ' x 4'-3" FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, suchas shear plates, FWG 6068R 14.72 S.F. 6'-5 ' x 6'-9" 1 shall be used to maintain the load path. PLUMBING 13 e m xa 3068 16 S.F. 3'-5" x C-9" 1 Joist to Sill,To Plate of Girder(Toe-nailed) 4-Bd 4-1 Od per ALL PLUMBING WASTE yl r P 2.When wall sheathing is continuous over connected memlbers, the tabulated number d pails shall he 8 WATER LINES NEED re < a4 Z 1 permitted to he reduced to 1-16d nail per foot TESTING BEFORE COVERING TW 2032 2.47 S.F. 2 -5" x 3'-7" Bridging to Joist Toe-nailed U TW 20310 3.07 S.F. 2'-5" X 4'-3" 2 9 9 ( > 2-8d 2-10d each end a rri 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IS., Cor additional Blocking to Joist (Tae-nailed) 2-8d 2-1 Od each end requirements. z PLUMBER CERTIFICATION NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED WITH AN ASTERISK (') ON FLOOR PLANS UJ Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block ON LEAD CONTENT BEFORE Z it CERTIFICATE OFOCCUPANC W� N 6. N.Y.S. ENERGY CODE: Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist FASTENERS FOR ASPHALT ROOF SHINGLES SOLDER USED IN WATER Joist on Ledger to Beam (Toe-nailed) 3-ed 3-10d per joist d SUPPLY SYSTEM CANNOT L REScheck Compliance Certificate EXCEED 2/10 OF I% LEAD. Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist RR905.2.5 Fasteners. Fasteners for asphalt shin les shall he New York State Energy Conservation Construction Code § P 9 REScheck Software Version 3.5 Release lb Band Joist to Sill of To Plate Toe-nailed per foot galvanized steel, stainless steel, aluminum or copper roofing nails, r..r lnJ P ( ) 2-16d 3-16d P minimum 12 gage [0 105 inch (2.67 mm)] shank wilth a minimum 3/8-inch CERTIFICATION OF (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through DO NOT PROCEED WITH NAILING & CONNECTIONS II COMPLIANCE: Passes ROOF SHEATHING sheathing. roofing materials and a minimum of 3/4 inch (1!9.1 mm) into the roof FRAMING UNTIL SURVEY REQUIRED. OO �' w sheathing. Where the roof sheathing is less than 31/4 inch(19.1 mm) OF FOUNDATION LOCATION Maximum UA=321 Structural Panels 8-d 10d 6" edge/12"field thick,the fasteners shall penetrate through the sheathing Fasteners HAS BEEN APPROVED. 0 Your Home UA=300 shall comply with ASTM F 1667. ALL CONSTRUCTION SHALL 65%Better'Dian Code(UA) Diagonal Board Sheathing §RR905.2.6 Attachment.Asphalt shingles shall harve the minimum number MEET THE REQUIREMENTS OF THE O Gross Glazing 1"x6"or 1"x8" 2-8d 2-10d per support �Ir�of fasteners required by the manufacturer. For normal application, UNDERWRITERS CERTIFICATE Area or Cavity Cont. or Door 1"x10"or wider 3-Bd 3-10d per support CODES OF NEW YORK STATE. 0 eter lve U-Factor UA asphalt shingles shall gsecured to the roof with not less than four PerimR-Value R-VaAEOUInEu CEILING SHEATHING fasteners per strip shingle or two fasteners per individual shingle. Where the roof slope exceeds 20 units vertical in 112 units horizontal MPLY WITH ALL CODES OF APPROVED AS NOTED Ceiling 1: Flat Ceiling or Scissor Truss 922 19.0 0.0 47 Gypsum Wallboard 5d coolers Sd coolers 7" edge/10"field (20:12), special methods of fastening are required. Ceiling 2: Cathedral Ceiling(no attic) 90 19.0 0.0 5 NE YORK STATE & TOWN CODES DATE; al o B,P.O .2 S Wall 1:Wood Frame, 16"o.c 2113 13.0 0 0 152 EXCEPTION: Asphalt strip shingles shall have a iminimum of six AS OUIRED AND CONDITIONS OF F Window 1: Wood Frame:Double Pane 195 0.330 64 fasteners per shingle where the roof is in one of the followingFEE: BY: < Door 1: Glass 20 0 540 11 categories: O�- SOUTHOLD TOWN ZBA NOTIFY BUILDING DEPARTMENT AT 'I-'< 40 0 330 13 ✓ SOUTHOLD TOWN PLANNING BOARD FOLLOWING B AM TO g 4 PM FOR THE '` a Door 2: Glass 1. The basic wind speed per Figure RR301.2(4)is 110 miles per -� FOLLOWING iNSPFtQT10NS: m P Floor 1: All-Wood Jois[/Truss: Over Unconditioned Space 19 0.0 00 5 hour(177 km/h)or greater and the eave is 20 feet(6096 mm)or SOUTHOLD TOWN TRUSTEES 1, FOUNDATIOf{ • TWO REQUIRED a Floor 2: All-Wood JoisVTruss Over Outside Air 68 190 0.0 3 higher above grade. N.Y.S.DEC FOR POURED QONC'gEfE COMPLIANCE STATEMENT The proposed building represented in this document is consistent with file H -'FRAMING, I?LBMBING building plans,specifications,and other calculations submitted with flus perrnrt application. The proposed (193 km/h)or greater. 3. FINAL systems have been designed to meet the New York State Energy Conservation Construction Code requirements. 3. Special wind zones per Figure RR301.2(4). OCCUPANCY OR 4• FINAL -COMPLETE FOR MUST �-O When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of BE COMPLETE FQR C:O. his/her knowledge,belief; and professional judgment, such plans of specifications are in compliance with this USE IS UNLAWFUL ALL UNSER US OF SHALL MEET THE Cede. WITHOUT CERTIFICATEYORK OT RESPONSIBLE F VORK STATE. NOT PESPoNBIBLE FOR b Builder/Designer Date QF OCCUPANCY DESIGN OR CONSTRUCTION EFIROR& 1- OOD ZONE OF 5 FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. u 34'-0" 2'4" 13,-3,. ct CL CL 51_2„ �..� LLA 221_0„ '� g,-0" - - - - - - - - - - d' a Z -4- - - - - - - - - - - Z Z=LLJ 2929 --- -- ---- - -- ----- 2929- - _ W2052 FWG606gR (2) TW3046 Q V n. - -- - - --- - - - 2 2x8 (2) 2x10 + 1/2" PLY. N O C gco -- __ &"xb'-O" P.G. FOUND I / ; ON 1F0ALIGHT= 1496 I- V I =}=wZ(2) 2x10 + 1/2" PLY. LIGHT= i2% 050 LINTW/ (2) # AR ON UNDIST. SOIL NEW 4' P.O. SLAB ,_O 4 -1 VENT, 4: 131_0" a vat`Ql REINF. W/6x6-WI.4x1.4 - / W.W.M. ON 4 MIL VAPOR F o CD m BARRIER ON WELL COMP- pW m t- W ` :3 / v V ACTED POROUS FILLO I 2-02 214" IN • O OSP Q o �' e Q DINING ' H ' r / STORM DRAIN W PERFORATED DRYWELL e 31/2" DIA. STEEL , LIN" o LSC U z I (50 GAL. GAP) SET IN 12" LALLY COLUMN ON I / w n K1 TGRLN ROOM m W Y g I I COLLAR OF CRUSHED STONE 24"x24"xl2" P.G. FTG. I / `o, m ~ <� I I -GIRDER (3) TYP. I % p U 3 1 POCKET m = L) S n OCKrT - 5-0' Q m hG O (2)_2x8 ry (2) 2x10 + I/2" PLY. N I N - - - _ -_ - L_J $ / � N - 7P-411Z C tWw — _ ---- 1 I j �s a W POURED GONb" POURED G.ATG. REINF 2" I RETEb O' v L i b'•On / c4 I �[ W g= T'-4" w FOUN L ON "Nd LIGH r f 3'-OTB BELOW GRADE MIN xl2" I % ® " PROVIDE 5/g" FIR RATED / HEADER 5�j1 1����� O PROEVIDE G5/5"YPSUM o e I 6�„ I VENTT= 6% 2'-0u W q (2) #4 REBAR ON UNO15T. SOIL, I / TYP m o I © GYPSUM BOARD OVER L - m m BOARD ® COMMON iv o l 4 Posr / m - -I BOILER k HOT WATER HTR. WALLS k CEILING - e o ABOV L I Y I NG U k �' � AS PER LOCAL CODE I ALL MATERIAL FOR WOOD FRAMING I ROOM m N N / UN>=XGAVftTED i / .i-_-- o Cl � 4 HAVE A MINIMUM Fb OF P.S.I . dyd sD 1 ; 131 CELLAR / I 4x4 POST I LL V 42" PPE—FABRICATED N NOMINAL LUMBER SIZE: SPANS: o WOOD FIREPLAGE w TO BE U.L. LISTED AND II - - - I= �+ e CONFORM TO N.Y.S. ENERGY (2) 2x8 UP TO 4 -O (2) 2x12 DROPPED b'1 CONSERVATION AND CONSTRUCTION CODE. I / I OI d OSD I / .I_ !2) zxio GCA _ (2) 2x10 41-0 TO 61-01 O v rvI PROVIDE F.A.I., HEARTH _ _ N N III AZAUOIg (2) 2x12 61-011 TO 8 —O G 4RAGE = I II I u � m1 SURROUND 8" I9 FT- 12,_g„ g" 19,_4:: I 1 m 13,_4" 4" ,_g,: ,. , O a�P m�WE o F I POSTS SHALL BE 4x4 (NOMINAL) 0 4 34 R.R Y O, '-: I *NOTE: ALL SIZES GALLED OUT ON ANY OF 4 e 16 O.G. i y �- (2) 2x ' (2) 3/4"x9 1/2" LVL r — = - -- ----- -- - --- -- -- - --� �I THE FOLLOWING DRAWINGS HILL SUPERSEDE o 3)T, �0s2 I ') 2x6 CGA LEDGER BOARD m W \ Vn d� .�. y BFASTENED OLTS a OI/OG EXPANSION 6 p o THE SCHEDULE. Imp `�+�o ry o oC¢w5�-v -- ---- -- - — — d `S — DOOR z 0 6 loon d I 6PORGH ° 61 `0 �R� a o < � Gt w1CL - - - - - - - - - eG6110, (2) 2x8 Ae I a L _ __ --- -- --- _ -- 13,_2- g:-0:: 2) 2x 2 + 11 TURNGRAFT ( � � -_______ _ o L Q (2) 2x12 + I/2" PLY. �'- �L � 6,_0„ 2„ STEP FOOTING (2) 2x10 GGA _ (2) 2x10 GGA_ (2) 2x10 A4 9 m 1:2 SLOPE MAX. —_ _____ __ _-- ___- _ (2) K\ ry 4. NEWL POS NEW 4x4 G.C.A POST WITH PROVIDE 36" HIGH U Z-10" 8'-4' 2'-10' GALV. METAL BASE FTG. T'-0' 1'-0" 2'-b" T-4" 3'-5" 3'-5° 3'-4" RAILING W/ SPINDLES m MASONRY OPENING ANCHOR k POST GAP ON NEW (2) " IA. POUR TIGAL GONG. FTG HOUSE � HOUSE HOUSE � HOUSE CL HOUSE 14'-0" 20'-0 _. YPJ 14'-O° 20b" _ \ 34'-0" � B4,-0„ � I M U FOUNDTI ON 'I PL?�N ,� FIRST FLOOR PLAN xII s i 56ALF, I/4"=1'-O" FIRST FLOOR: 730 S.F. M� SCALE: I/4"=1'-O° GARAGE: 214 S.F. PORCH: I80 S.F 0 Z d m ad z ms m GENERAL NOTES W a o c c s vi �� } Z L CONTRACTOR SHALL UNG T AND VERIFY ALL CONDITIONS E THE I. ALL HEADERS ES INTERIOR WALL GONSTZIIICTION SHALL BE 23, THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS r HATE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE (2) 2" X 6" UNLESS NOTED OTHERWISE. AND / OR OBSERVATIONS OF THE GONSTRUGTION. HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 12. DOUBLE JOISTS UNDER ALL PARTITIONS IN& UNDER TO SAME AND 24. DO NOT 51-ALF DRAWINGS. WRITIEN DIMENSIONS SUPERSEDE d AROUND ALL OPENINGS. PROVIDE O _015 NIG UNDER ALL PARTITION Q SCALED DIMENSIONS. 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR WALLS RUNNING PERPENDICULAR TO JOISTS. r� TO STARTING ANY WORK. 25. THE OWNER 5HALL SELECT ALL FINISH MATERIALS AND COLORS. ( 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, 13. ALL STRUGTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF FOUNDATION WALLOR SUPPORT COLUMN BELOW. �j PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, 26. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL LE�ENL ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION REMAIN 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM GO. 1/2" THICK THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER l� Will A THEREOF, IF REQUIRED. UNLE55 OTHERWISE NOTED. THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS 4. ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL 15. INTERIOR PARTITIONS ARE TO BE GON5TRUGTED OF 2" x 4" WOOD TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH O LOCAL RULES AND REGULATIONS. STUDS AT I6" O.G. WITH I/2" GYPSUM BOARD BOTH SIDES UNLESS APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. NEW CONSTRUCTION A OTHERN15E NOTED. A-I SECTION MARK O 5. ALL METHODS OF CONCRETE ARE INCLUDING FORM WORK AND 2y THE CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND _ PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY I6. ALL INTERIOR DOORS SHALL BE STAINED GRADE V-5" HIGH X UNDERPINNING AS NECESSARY OF THE ERISTINC CONSTRUCTION ' THE CONTRACTOR. 1-3/5" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. TMi0116 am COHSTRUCTON OF NEW FOUNDATION AND CARDERS. FOUNDATION WALLS 2x6 OL FRAMING NOTATION O Ro16"oc. W b. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH IT ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. D15AGREE5 WITH THAT AS INDICATED ON THESE PLANS, THE W. DOUBLE MIOROLAMS TO BE NAILED TOGETHER WITH TWO(2) ROWS CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT 160 COMMON WIRE NAIL AT 12'TRIMMED IJ7p FUS{ LOM�C,.NaNa BEry�tH Jp15.15, POrTS,OR Oni_ O SD SMOKE DETECTOR � EXHAUST VENT OR ENGINEER SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND I6. PROVIDE b'-b" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. p M CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AI I RAFTERS TO BEAMS,GIRDERS OR. STRUCTURAL FHEMEEiS TO BE W AND LIABILITY THEREFROM. 19. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- FASTENED USING GALVANIZED METAL HANGERS BY 'SIMI STRONF' 7. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM INSULATED GLASS, INSECT 5GREEN, k JAMB EXTENDER5 AS REG-0, TE' OR APPROVED 6(11JAL. SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A A5 MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. MINIMUM OF 3'-0" OF COVER. M 20, ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS F W C 5. ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 25 DAYS FOR APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. w IX SLABS, WALLS AND FOOTINGS. Z 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.5. 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORGED WITH BUILDING CONSTRUCTION GODS e- (2) 45 REBAR HORIZONTAL CONTINUOUS. 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 A5 FOLLOWS CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE UNLESS OTHERWISE NOTED: CERTIFICATION OF THESE PLANS. BENDING STRESS = II50 P 5 (SINGLE) �_� BENDING STRESS = 1175 P 51 (REPEL-)) E = 1,300,000 b 2 H W OF 5 34,-0„ p � � q q II,_2„ q d Ilb„ �- 3,_2" W d Z ^ J — — — (27T, L2 TW3 46 TW3 a n 2 8 2 x8 2 H ^ � 4. O 66 Z '•:' LIGHT= 12% � ZO VENT, 6% LW 9w Ld 4 BEDROOM BEDROOM ,M La 3 om LIGHT= 13% ?s ' a 050 U a m a a VENT.- 6.5% ?s e� GL. ° b m F 3$ m 6� ryb Q U 3 .,... ..... .. d' Z3 QyI M'W-2" 1 1 BATH LI .9 N5D 04„ q,_4„ 0 LZBATyW.ac�Wo g _2x12 RIDGE n 0 2x12 RIDGE CONTINUOUS RIDGE VENT W m INN 2x12 RIDGE x o m x o uGHr- 12% I (3 xHFLD TYPICAL ROOF CONSTRUCTION: TION:a K " VENT.= 6% 240# ASPHALT ROOF SHINGLES pj _ j- — ? Q , 15x FELT PAPER L � r BEDROOM 5D 5_OPE LOPED to 1/2"COX PLYWOOD DLG. GLC. Q 2x10 ROOF RAFTERS, 16" O.G. w m POLYSTYRENE VENTILATION BAFFLES p ' yo O D x I F T EIL G 1/2" GYPSUM BOARD INTERIOR FINISH \ = 13'-H" m • v 16'-0' O'-0 NOT) 0 . " o a EILIN6 G _I TYPICAL GONSTRUGTION: – – 2 0 �POPSQvoy X y�� N 2 O" 2x5 G.J. ® I6" O.G. -O" 5' 4" a 4'-4' j Icy L (R-19) BATT. INSULATION 2x4 DOLLAR TIES QS I _ ✓ Am- 1/2" GYPSUM BOARD 7x1 RR. BL zxBILJ. Y ,� f ✓ FLA GEI INC I LIC 7= 10% F I'-O" OVERHANG W/ NEW Ixb WOOD _ TOP OF h OL. n Cj b (H'- " HI 4) V T= 5% m 16"OL. FASCIA 4 NEW PERFORATED VINYL PLATE bly: 99'ppflA ry�y, (2)2 B — I'-6' 0 I SOFFIT W PREFORMED ALUM. TW30310" — ry 2xB R. Zx8 RR ,_O" (2)2x8 GUTTERS LEADERS 4 DOWN SPOUTS J TW3 (2 0316' - #)) 2 16' L. Q _� _ (2) H (2 2xH C C — —TW20310 TH5052 TW20510 — MASTER LIN BEDROOM I — BATH 0 o jl o � "`�• — TYPICAL WALL CONSTRUCTION: BEDROOM � - VINYL SIDING (4" EXPOSURE) m m m OVER "TYVEK' HOUSEWRAP OVER 1/2" GPX F5 PLYWOOD SHEATHING,(2) 2x4 3 TOP PLATE, 2x4 SUDS ® I6' O.G. Ot' (R-19) INSUL. IN (p 2x4 i30TTOM PLATE, 3 I/2" (R-13) - 0�6" DANT. SECOND t BATT. IU5ULATION, 4 1/2" GYP. BD. 2�6 Rul FLOOR fzl _ 3 41-0" 4'-0" 9'-21 5'-H" 3'-2" 2x6G.J. 2,-0" TOP OF ® 16" O.G. BLOGKIN6 PLATE 4'-O' b'-O° 41-0" Bb° 12'-01 TYPICAL FLOOR CONSTRUCTION: \ / FINI5HEP FLOORING A5 PER OWNER 3/4" L I V I NC DINING T. 4 G. PLYWOOD 5UB-FLOOR GLUED 4 5GREWED ROOM o o Z m 14'-0' 70'-0" OVER 9 1/2" TJI 25 FLOOR JOISTS ® I6" O.G. ROOM m I" TIMBE.R5TRANP RIM BOARD (TYP) _. (R-14) BATT. INSULATION ri N U 34'-0° FIRST N TYPICAL SILL CONSTRUCTION: FLOOR o ALUMINUM TERMITEPSHE2xb 66A ILD1�I ` SGONI7 PLOOR PLAN SILL SEAL INSULATION a ❑❑ GRADE I/2" ANCHOR BOLTS, 2'-0" O C. ��\i�\ Vii/ ��\/�� \�\ \\/i\ \ •. ..,:i\ �\i\�i \�< SCALE: SECOND FLOOR: 1012 S.F. (MAXIMUM I'-O" FROM CORNERS NO LE55 THAN TWO (2) PER SILL) TYPICAL FOUNDATION WALL: \ \�`\ ip\� �` :'. \�o� �°y� Z m r Bk6''-0" POURED CONCRETE FOUNDATIONj���������i0\/��i/T/\�\ �. - . - ./: % . ,/ /. , /. / '�/\\y�/I LVA WALL ON 16"xl2" POURED GONG. FTG RENE W (2) #4 REBAR �/i\y��% �\%�T��\//�\i„ :-����i/\��/�\��i "i �i� �l\j%�\\i\��" /���\O/���/�\Yi\ �/y\� �\\�\��\\ \.i/�'.\\\\ \�\\\�\il: \�\i%"\\�\�j \����i• �•yi�yU\y\ dwzw V s of ✓�!.��a%cCi..�!.Yui...\�..�!..��a�a%.�a�al.�.\�:/.c.\�!.�/�.Y,.<.7.�..\�\�i�a�/1.�,.\�a�/..\�/.�a�.\�.�.�!.!.a��i��.���!.��\!:/.\i/v��i' �f:J-ip a r NEW 4" P.G. SLAB PONE, W/ LJ 6x6-WI.4xWl.4 W.W.M. ON 04 4 MIL VAPOR BARRIER ON WELL N COMPACTED POROUS FILL een aeae� r� •_\ O [J _I — T SECTION "A—All 1A_ AEE O a aoNmx 5GALE: I/4"=1'-O” O Z Ito u. >w ad rsrnaa 3 r O a O r O F' 4 0 U pn n atseen W V < .=max n co C n PLUMBING RISER DIAGRAM A-2 N.TS. b 2 F W OF 5 G v � 4F oz a Lai rh Y 7 Z ^ J g ^ Li a �O d —I2 — 240# A51HPHALT ® IO__ ROOF SHINGLES 12 Q z c __ �b W = ® 12 IO GING y w U {� w y :3 TOP OF Q VG H � >: RAISE TOP OF WALL PLATE h U �Z TO ALIGN FASCIAS V VINYL GLAD WOOD WINDOW = 3 I MODEL: GXWI4 � � � _ O — -- — �— O EXTERIOR VINYL SIDING FT 4 m (4") EXPOSURE '4 N N 2 Z CA: ww �6 SECOND FLOOR - SECOND (� FLOOR W TOP OF _ PLATE TOP OF GOOD COLUMN PLATE ® ® WOOD COLUMN m . . . ® _ 4" CORNER 60ARD 0 — O PROVIDE VINYL COATED WINDOW LN,I ® CASING AT ALL DOOR 6 WINDOWS ❑ � AS PER DETAIL "P" SHEET A-4 %b FLOOR FIRST ' 0� ,� 6 FLOOR ; �q o GRADE a ' GRADE rl — — - U U JJ I ULICEMS L - - - - - - - - - - -ice a LJ 1 T - - - - - - - LL:- - � LJ - - - - - - - -1 - - - - - -1T - - - - - - - - - - - - - - - - - h 110 L - - - - - - - - - - - - - - - - - - - - - - - - - - - -�- - � L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRONT ELEVATION ,� RICHT SIDE ELEV?�TION SCALE: S SCALE: W (a� ri N U 2 M 12 o � - 240# ASHPHALT - ROOF SHINGLES TOP OF A PLATE TOP OF �? PLATE d 2 _O I,-0, e N ® VINYL GLAD 2 8 U m 8 WOOD WINDOW EXTERIOR VINYL SIDING = r (49 EXPOSURE SECOND _ - - FLOOR 4" TRIM BOARD SECOND FLOOR Q iOF PL TE e 09 PLATE TOP TE Q PLATE PROVIDE VINYL COATED WINDOW ~� GA51NO AT ALL DOOR k WINPOW5 = O Q A5 PER DETAIL "P" SHEET A-4 0 FFLOOR O 56" HIGH RAILING FLOOR n^n W/ SPINDLES LJ M J — JI L _ — JI - - - - - -I r - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -- ;3 - - - - - - L r- - � - - _ - - - - - - - - - - - - - - - - - — — — — - - - - L LIJ L - - - - - C - - - - - - - - A7 SLOPE FOOMAX.G PE L — — L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — L — — — — — J I_ 1 — — — — — — — — — — — — — — — J 2 REAR ELE\l,4TION LEFT SIDE ELEVATION A'3 SCALE: I/4"=1'-O" SCALE: I/4"=I'-O" b ti w OF 5 1�lOOD FRAMINO FASTENINO DETAILS � z Z �J g Ls a fETAdt}ER JKIIDT&TIN,DR � �O SINGLE DF QOu➢La LUT PL4TE 1kEb Wt'IN 25 CADE f U&E epluce HLATEr, W z = TOPPUTE // WEE BECTON RS ,3.2 Z 5TEL7 AWOlE G'Fi ECJUR'ALENT W � Oy TOP PLATE 7—F W y CAI FIFSIEELARQUND F} PIPE V p W BEE TABLESEGKIN6 OVER GGA 25N{ J EADER- DECK � OQ ANd FST�S+' 2"xb' C _WAGNSTU0.R LR '2x" JOIST5 ®16" O.O. "2x" LEDGER BOARD TK4LtYAER5 GONTINUOU5 RIDGE VENT 4'x41 SOLID WOOD (SEE PLAN5 FOR SIZE)SPACE olb" O.G. STAm m SND POST (PRESSURE TREATED) 1/2" LAG BOLTS Ha-. SEE SECTION F4 .9 MIN. I" Ali: GGERED z Z cr W w BORE)HOLE MAX. BETWEEN 1/2" G.D.X. 5HEATHING g W Z DIAMETER 40 FERGENT AND 2 x 12 RIDGE xkJ� _ Y W 8 O OF SND DEPTH ROUQ s w4G 2406 ASPHALT ROOF 5HINISLE5 N a 5/H IN. MIN. TO ED6E BOTTOM 1/2" G.D.X. PLYWOOD 5HEATHING Z 5/8 IN. MIN.TO E06 PLATE FLOOR JOISTS (2) 2"x8" FLUSH HDR. W .� 2 x 12 RIDGE W/ (2) THRU BOLT EACH P05T (PRESSURE N f / SUdFLC°li .�. _... 2 x 10 ROOF RAFTER FOUNDATION "SIMPSON" P05T / / /\\%\\/ /\\%\\%i\\/i\%i�%i�\/\/i�\/i�/�\%i�\/i�%\\\� \\\\\\\\\\\\/ BASE OR EGIUAL \ \ \ / suLPLATE �.-.^.'�--. I _•.,.�;"`_ 6FE SECTQN FBW'k.6 ® EAGH JOI5T%\� /\\/\\/\\/ / /\\/\\ \\ ' a \ \\ NOTCH MJ5T NOT ..e _ ,e,..a...__�s.....,. NAGE GA/P�//\//\//// r;"" 12" DIA. GONG. FTG. TOEED 25 /\ \ \ OF STUD DEPTH ENT �_,_..._...w.#_ _...�._�_�.�..,,._... VAAIIASTUQ0 3'-o"(MIN) BELOW GRADE\\ \\�\\ °d �1�%/�%/\\%/\\%/\\%/\\%/\\%� � INM�A5HMG CWGCNALORACE ANIC610R EQLTS EMEEQQE4IN %/// , /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//i//\/ N.RAZNtlIpr NOT BE LOCABORED HOLES SHALL LET IN TO STOM FOMDATiUN S PT.0 C./dAX- .\\\\\\�\ \\ /\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\/\ \/\/\/\/\/\/\ \/\ NN•6 T AV SAME CRO55 SE TION O DO PERCENT Of STUD DEPIN THE IF HOLE 15 BETHEEN 40 TH,THEN 5111D s GUT OR NOTCH IN SND MST BE DOUBLE AND NO MORE THAN TWO BORE SSIVE SIDS ARE DOUBLED AND 50 BORED E T� I L _ D CORNER 0.Nb PAATi'IIIDN PbSTB LL J YA�� bq SCALE: 3/4" =1'-0" 4w/TYP. DECK SEOTI ON �.._. eY LICI'NSEO� -f/ APPLY APPROVEDSH€AlllrlpG 4R ERAGE NOTCHING 4 BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALL5 EXTIERIORWANOWnTiSIINRAND 4IEXTN'NowGESLE OM BOTl01A PLATE TO TOP FLARE,OR OTHER AMIN40VE0 METAL STRAP DEVICES INStALLED IN 56ALE,3/4" =1'-O" a 3 5GALE. N.T.S. ACDDROANGE MTH RME MANUFACTURERS O Q sPECiFICAnaNs sEESEenQY<aenz.to I L4 •II � m TYPICAL FRAMING DETAIL 5GALE: N.T.S. O S SIDING TOP PLATES tpj FINISH WALL PLYWOOD 5HEATHING A19N A Z iq�i gm 1NO NOT'f'H€8 PERnil7T'ED ND i i FLASHING N i J BORED HOLE MAX. (TO VINYL GOADED WOOD CASING O a DIAMETER 40 PERCENT -' HEADER AFTER EACH BE INSTALLCED ATIIOPIAIRED OF SND DEPTH 0 FIAOA JOIST-CEv-0T€R�KFTO 6 5/6 IN MIN,TO EDGE "x2" WOOD SPACER / i 0 5/8 IN. MIN.TOE / 2-I/2" BH WOOD 4 I SCREW5 0 q" O.G. / N I I Dt3 MAY INTERIOR / / i CASING � DO a PREDRILLED FASTENING Z m HOLES 0 9" O.G. D V e m a NOTCH MUST NOT 6 Tt 014 X. I O +++���`.118 EXCEED 25 PERCE 1/2" GPX PLYWOOD NT O O O p tUjj OF SND DEPI"H •, �, STRUCTURAL PANEL PLOCIR JOISV-SNI)CUTS O O • Z BORED HOLE5 SHALL NOT BE LOCATED IN THE ti SAME GR055 5EGTION OF CUT OR NOTCH IN STUD MAX, b PFKM jn r/ SNPPOL'aT /F�.�/1 CF•71 0 Q w � I IO O O • _ NOTCHED 4 BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS I I DIE Re NMIFINISH SILL < z z 0.4 5GALE: N.T.S. I II d 3 1/2" COX PLYWOOD p� STRUCTURAL PANEL a E%T€RIORORGEARMGWALL D 0u O O Q RAFTER08LING JOISTS 062.8) 5TOoL I � PREDRILLED FA5TENIN6 O W INTERIOR HOLES 0 9" O.G. CASING 11 � U�JI N4TC11 GREATER4HAN9Q 19 RAGE k1b41Nl AND l,tilN.'NYIpE C� PERCENT bf dHE P#ATs'M+IbTH / MEfAL Ti ACR06H AND TO EACN I r� NA11I FPHE NOTCH VYnY MHGf :: 1^, NAILSEACH EkdE D+3 MAX- �,.+' DOUBLE SILL 2-1/2" 66 WOOD WOOD CA51NO 5GREW5 0 9" O.G. 4 I"x2" WOOD SPACER i F FINISH > WALL li 6 tt PIATEb L PIPEOR(XiNDL4T I"x3" WOOD CASING / a p- 2 IN. - S+N. NMN,FM?k1 TL'SP y Df ANOSOTTOM OF JOIST ID{ACTUAL OEFE4q PLYWOOD SHEATHING TYP. NOTCHING DETAIL WOOD STRUCTURAL PANEL DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL A-4 TOP PLATE FRAMING TO ACCOMODATE PIPING 5GALE: N.T.S. P b SCALE: 3"=1'-O" 5GALE: N.T.S. _ SCALE: N.T.5. OF 5 RAFTER TIE @) 16" O.G. ROOF RAFTER MODEL "C520ROOF RAFTER ti CONTINUOUS RIDGE VENTX12'1 Vw w II II L:Y Z n Vl DETAIL R 12' RAFTER GOINNEGTOR Z F J @ 16, O.G. ° ° RAFTER GONEGTOR Lj S a "2x" RIDGE BOARD ONE / MODEL " H2I6" O.G. H o Co SIZE LARGER THAN RAFTERS RIDGE ° MODEL " 5 f/1 tI r 'g e ° „�� � •� SHINGLES AS SPEC. o ° DOUBLE ° o o .4 p w o I ° TOP PLATE o Y- z z' —ROOFING FELT AS REG'O ° o w w w� PLYWOOD DECKING AS REG'D WALL STUD ° ° ° CD 3 ROOF RAFTER ° ° ° o LLJ N vi "2x" RAFTERS AS REG'D ° o CONTINUOUS SELF ADHESIVE / \ ICE DAM MEMBRANE, 2'-0" MIN. NOTE: THIS DETAIL IS UTILIZED m W }$ /INSULATION \ WHEN WALL STUDS ALIGN DIRECTLY DOUBLE m S 3 r2 j I W/ RAFTER. WHEN RAFTER AND STUDS TOP PLATE W o AS REG D DETAIL " S ^ ARE NOT ALIGNED! USE GONNEGTOR5 o IN DETAIL "52" d V ON THI5 PAGE Q m� ! ro �� DETAIL " T " BEYOND N H 2ND ) ,J J��l, ) J\ �b. RAFTER-TO-RAFTER CONNECTION T1'P. ® EACH RAFTER RAFTER-TO TOP PLATE TO STUD CONNECTION ® I6" O.G. RAFTER-TO TOP PLATE CONNECTION ® 16' O.G. Z w .O. X Ix6 FASCIA ® O UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS © UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ R.R. Y La N 5 MODEL " 0520 " BY 51MP50N 5TRONO TIE scv-E: N.T.B. a Z a PREFORMED ALUMINUM MODEL H2" BY SIMPSON STRONG TIE scALe: N.rs. MODEL H2.5" BY SIMPSON STRONG TIE scALE: N.rs. I = W "2x" GEILIN6 JOISTS \! `� PERFORMED VINYL SOFFIT WALL STUD AS REG'D I;\ MAY VARY DBL. TO DBL. TOP PLATE PLATE 6ALV. METAL STRAP 12, ENDm GROWN MOULDING OVER ® 16" O.G. LENGTH m "Ix" TRIM BOARD MODEL G520 " W > I DETAIL " U " (BEYOND) HEADER w > SECOND FLOOR INSULATION AS REG'D 3_16ALV. METAL STRAP BASE PLATE 36'NT2' 6 O.G. LENGTH SHEATHING AS REG'D MODEL " SP4 " RIM JOIST CLEAR o °"�"tl^S oq6 e oa �� SPAN o� G W DBL. TOP PLATE _ "2x" FLOOR JOISTS �-� SIDING OR STl1GG0 0 12' - AS REG'D AS 5PEG.- SEE ELEVATION (3)10dxl 1/2' NAILS I =1J WALL STUD EACH SIDE OF STUD \ • 2 �� DETAIL V ° JAGK STUD 2ND �.• END FLR LEVEL - WALL STUD Provide minimum 1' LENGTH ° LrCEPoSF•�. ' I end distance C, DETAIL " w " Equal number of �j a LL 11 I speclfled nails In � 1 IST �� I i� each end mm FLR PL >= DOUBLE TOP PLATE T' � JACK STUD TO HEADER CONNECTION STUD TO BASE PLATE TO RIM d "> TOP PLATE TO STUD CONNECTION AT GABLE-END WALL ® I6" O.G. JOIST TO TOP PLATE TO STUD CONNECTION o I6" O.G. U.) II O — MODEL " G520 " BY SIMPSON STRONG TIE SLUE: N.rs' O I/2" DRYWALL ON MODEL " 5P4" BY SIMPSON 51-i TIE 51-ALF: N.T.5. MODEL "G520" BY 51MP50N 5TRON6 TIE scALE: Nss. CEILINGS 8 WALLS �j �I , DBL. WALL - 2x4 STUDS AT 16" O.G. STUD o DBL. HAL Ln OR AS REG'D i� 6ALV. METAL STUD 24° e m Lu FIRST FLOOR \ Z RIM JOIST \ y 6 m TIE-DOWN > BASE PLATE c �^ `h �E-DOHNTAL C7ALV. METAL HASHER INSULATION AS REG'D - MIN. 5" 50. (MODEL 'BP') 6ALV. METAL 1/2" DIA. x 12" ANCHOR FINISH FLOOR xl RIM J0I5T BASE PLATE " J" BOLT 24" O.G. AS SPEC. �� GOUPLINC� �� DETAIL " X " _ (MIN. -P EMBEDMENT) 5UBFLOOR I� RIM JOIST o ' AS REG'D. DBL. TOP IST PLATE 6ALV. METALS II GOUPLINO (2) 2 x 6 G.G.A. a e FLR LVL I DBL. WALL � SILL PLATE* LATE � DETAIL II �, II STUD DBL. 51 LL m DETAIL II z II o e q BSMT. r-a I PLATE FOUNDATION o �5 G ju (2) 2x6 SILL PLATE c HALL a o o c s tri 1/2" DIA, x 12" ANCHOR BOLTS z "2x" GEILING JOISTS lJ @ 24" O.G. MAX. AS REG'D REINF. CONCRETE GALV. METAL TIE-DOWN W/IN 52" GALV. METAL TIE-DOWN WIN 52° ANCHOR BOLT-WASHER CONNECTION ® 24" O.G. ��j LL OF EACH CORNER OF STRUCTURE OF EACH CORNER OF STRUCTURE Y z ry QGELLf�R J - - _ O MODEL " PHD2 " BY SIMPSON STRONG TIE SCALE. N.T.S. O MODEL " HTT22" BY SIMPSON STRONG TIE scALe, N.T.S. 1 MODEL " BP " BY SIMPSON STRONG TIE scALe: N.rs. O o ===III - APPROXIMATE GRADE 1- 14 _ WATERPROOFING OR WALL STUD - DAMPPROOFING AS REG'D 2" EXPANSION —III =III=III= 12' JOINT MATERIAL 1 ASPHALT COATING (TYPJ 0 Z END LENGTH 1ST — �_I I_� �I I� �� CALV. METAL O O O FLR L �, �r STRAP @ (91, O.G. �fl( 12" GRAVEL COLLAR 4" GONG, SLAB W/ a �1 (91,X61, #10/10 W.W.F. RIM JOIST 2?s,i ��\,,,,;\•.,,����,;? o o , 2x4 KEY WAY �, 4 VAPOR RETARDERjq (2) #5 REBARS CONT. 6ALV. METAL �Y/,moi • ��i �'� v,,,. . _:,.rPLATE FASTENER 3" PERIMETER DRAIN W/ (MODEL # LPT4) UNDISTURBED 501L SEE FOUND. PLAN FILTER FABRIC ®16" O.G. I_ DBL. SILL PLATErn \ .. LTP . a TYF . NALL SECTION TWO STORY W/ GELLAR Amms 5GALE: 3/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION z "LTP4" BY SIMPSON STRONG TIE SCALE: N.T.s. GALV. METAL STRAP @16" O.G. (MODEL " 0520") N OF 5 I