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HomeMy WebLinkAbout31201-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32612 Date: 09/20/07 THIS CERTIFIES that the building NEW DWELLING Location of Property: 39595 MAIN RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 8 Lot 16 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 2, 2005 pursuant to which Building Permit No. 31201-Z dated JUNE 14, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AND COVERED FRONT PORCH AS APPLIED FOR. The certificate is issued to ANGELO STEKARDIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, R10-04-0045 09/19/07 ELECTRICAL CERTIFICATE NO. 05-9945 06/26/06 PLUMBERS CERTIFICATION DATED 07/06/07 HENRY P. SMITH PLUMBING A riz d Si nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD h \ BUILDING DEPARTMENT TOWN HALL J l' 765-1802 - ! ICTION FOR CERTIFICATE OF OCCUPANCY This appjici rati �typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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.csep�e m ber 14, a bb-4 New Construction: � Oldyoor�Pre-existing Building: (check one) Location of Property: 3 !p 5 9 5 /1 ci f Yl e oq d A f t Q n House No. Street Hamlet Owner or Owners of Property: A n a e,/D l c feL q rd L S Suffolk County Tax Map No 1000, Section 0 15 Block , D� Lot It. Subdivision Filed Map. Lot: Permit No. 3112 I Z Date of Permit. Applicant: Anc)e to S�/QC g Cons4wc pni Health Dept. Approval: O D11• Do 145 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ c2 5. Applicant Signature� C3,2G/.2 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. 31201 Z Date JUNE 14 , 2005 Permission is hereby granted to: ANGELO STEKARDIS 127 HAWTHORNE MEAD DR GLATONBURY,CT 06033 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 39595 MAIN RD ORIENT County Tax Map No. 473889 Section 015 Block 0008 Lot No. 016 pursuant to application dated JUNE 2 , 2005 and approved by the Building Inspector to expire on DECEMBER 14 , 2006 . Fee $ 1, 111 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 1P T ,I Ic Electrical Inspectors, Inc. certificate Number. 05-9945 308 E�ast Meadow Avenue 12. MunicipalirySouthold,TownOf East Meadow,NY 11554 (P— Office:(516)794-0400(631)396-7474 lmp�tor; 125 X Fax:(516)794-5854 Issue Date: 6/26/2006 Website:www.electricalinspectors.conn Emil:info@elwtricalinspectors.com Mail To: Property Address: Puccio Electric Corp. V Mark Puccio RBL Construction Inc. 63C Clinton Street 39595 Main Road (Fill Center Moriches,NY 11934 Orient Point,N 1 57 KAX 4806E Liemsett: v7v 11 rr7 llr� ELECTRICAL APPR 0 VAL,9FR TIFICA I Pffrnit#� 31201 e;)'0AppIi11tjO1#: Section: Block: Lot: AREAS LISTED BELOW ARE APPR Y INSPECTION g AND FOUND TO BE IN COMPLIANCE W TIONAL ELECTRIC CODE No visual defects were found for the electrical inspection pro ea.NO Obvid nsatisfactory conditions were found in the areas herein Wow only. Residential InspectionlNinv Residence Basement:Storage Room First Floor:Bathroom.Deck Dining Room,F Hall,Kitchen,Laundry Room,Living Room 2 Car Attached Garage Second Fluor-Bathroom,3 Bedroom,Ha Moster Bedroom, Walk-In Closet Attic:Storage Room 't /gall Duplexllecepracles 6 GFIRecep cl q Incles. 1-30Amp Appliance Receptacle,8-Smoke Detectors, I-Co Alarm,33-Switches. L en, I-Dis er,17-Re Fixtures,20-Incandescent Fixtures 20OAmp Single Phase IV iceICB Single Phase Main Pane1140Ckts127 Used. Rough 12108105 Final 06122106 Not valid unless signed by an authorized Ell Agent > Richard M.Bivone Philip F.Goehring President Chief Electrical Inspector ;7 C aR C 7 %2saie or o�,rCm gUFFO(�co C* M Town Hall,53095 Main Road O Fax (631)765-9502 P.O.Box 1179 y�ol �aO� Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �J ZOO Building Permit No. 3 19 1 - Z Owner: Pn9 lO 6 � eLafdIS U (Please point) Plumber: as Y'U Y • S".,A Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature Sworn to before me this day of iJ It 20LI I Notary Public, I J County uNDA P.hANllUIPH NOTARY PUBLIC,Sim of Now Yank ft O1RA01rM ho�,OF SU(/Tyo� y�UUlm, ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 3 INSPECTOR s 765.1802 BUILDING DEPT. 1 SPECTION It, FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ot y 42 DATE �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ IF DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE P 0 INSPECTOR SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. / [ ] FO DATION 2ND [ ] INSULATION Wµ [ RAMING TRAPPIN [ ] FINAL cxn-/� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION / REMARKS: DATE INSPECTOR ho�arf SO�Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATI [ ] INSULATION } [ FRAMIN PPING ] FINAL [ ] FIREPLAC [ ] FIRE SAFETY INSPECTION REMARKS: (_/Xsk DATE �� INSPECTOR "/ ho�y,OF SOUTy�6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [,;,IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ 4PRERESISTANT PENETRATION 0 J REMARKS: l� s ";% - 3 ° o � « DATE �' INSPECTOR I *Of SOOTy06 • ao TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F ATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C DATE o INSPECTOR �"�/ *SOF SOUry�# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] RO�JGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C Ste"' STT ^at, DATE IdOLl INSPECTOR SOUTy�6 3P-nim TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT✓PENETRA71ON REMARKS: \ q 7 DATE 3�// 07 INSPECTOR �oe souryo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: coo DATE -� �� INSPECTOR \ FOUNDATION(IST) FOUNDATION(2ND) ��i /''r- • r►r��+��►i�,r ,�r�i���-.amu ROUGH FRAMING& dEL _0� . 1 j i Y •� 113, . ,.i I 6//v_. �. � ,����/:.�•±�'I� _,i_• l� rai r. My"'WAll VW&WIl 111;1111111 t1 • _�_�� it ' TOWN OF SOUTHOLD " �'� BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ! Do you have or need the following,before applying? TOWN HALL U 2 P01'.� I^ l Board of Health SOUTHOLD,NY 11971 1 ry 4 cses oaf,Building Plans TEL: (631) 765-1802 h _2W; ;;�. Plamm�"Vg oard approval FAX: (631) 765-9502 --.Survey www.northfork.net/Southold/ PERMIT NO. 3 _ .Check D '' b Septic Form N.Y.S.D.E.C. Trustees Examined v / ,20 � Contact: p Q / Approved 20 O�r Mail/ Disapproved a/c �3 �J l rD(JOL1N . t /l Ig LJ QS Phone: s5/L 14.29 I'FlcZ Expiration ,2C"• Building Inspector APPLICATION FOR BUILDING PERMIT Date :Ja,„,., 14 20 oS INSTRUCTIONS J a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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. A o Si nature of applicant or name,if a corporation) 1 geS OocptAfs-i ('o,,nr &OstPr(7 i<Y geuS9 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder nn Name of owner of premises_ A N6 f t.c A SnKARols (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: d 39s- SS MAJ�J Ro , 02 /£N i A/y House Number Street Hamlet County Tax Map No. 1000 Section 7 3 8 S29 Block /5: — Q— /(o Lot Subdivision o2/ �fvr Ay 714E Sffl Filed Map No. Lot (Name) JV 2. State existing use and occupancy of premises and intended use and riccupancy of propose&construction: a. Existing use and occupancy L1W A b. Intended use and occupancy�l bm Coo rYl C bje l k!-is 3. Nature of work(check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 15D na) Fee (Description) (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 e2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 i � 8. Dimensions of entire new construction: Front�F (,Di git Rear 60 I Depth A � i Height 's (i' Number of Stories a 311,90 1E 9. Size of lot: Front l N- Rear A.97 Depth I gym'I.5 a -L Q D 0 1 1- 10. Date of Purchase I ) D3 Name of Former Owner Vran k d I I lqr yQrlh . 1 d I i 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES `/ NO 14. Names of Owner of premises Address Phone No. Name of Architect %i.l i S kle.b b-Iger eC Address Pt 5ff F NY Phone No L­173 - 1'700 Name of Contractor VU 6 Cons}rt1401 The— Address 43 fll;(16<4 LN. Phone No, V :77 - q,2(25 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Z� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES, D.E.C. 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: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (N6me of individual signing contract)above named, (S)Heisthe I)(A)ner (Contractor,Agent, Corporate 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 �._day of_ �C 20 Ct.S l •�rtti� J(/�(wr!a notary Xublic, �— Signature of Applicant 77�c� Cor.- _ &06E S�c'ylo� PERM A2(2/05) STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION HIGHWAY WORK PERMIT 10-05-0151 Permit Fee: Is* Permit No.:1 0-05- 0151 Insurance Fee: ®fgg Project Identification No.: Total Received: 15YBB 12/0112005 Expiration Date: Check or M.(A*Jo.: 8380 SH No.: PERM 17 on file 0.00 Deposit Rec.for$ Check or M.O. No.: Dated: `Permittee: Estimated Cost of$Ark Performed in the State Right-of-Way$ RIB CONSTRUCTION, INC. 11696153 Chargeable to Bond No.: /3 HILL POND LANE (Z 2000.00) or Undertaking on File: EAST NORICHES, NY 11910 att: RANDALL BOERNER Billing Address: (complete if different from above) Return of Deposit Made Payable to: (complete If different from Permittee) 631-878-7235 Under the provisions of the Highway Law or Vehicle&Traffic Law, permission is hereby granted to the permittee to: TO CONSTRUCT 6 PERNANTLY MAINTAIN RESIDENTIAL ACCESS ON THE NORTH SIDE OF NYS ATE. 25, BETWEEN NNS 1715-1716, AND OT HER INCIDENTAL WORK AS PER ATTACHED PLANS i SPECS. ALL WORK SHALL BE TO THE SATISFACTION OF RES. ENGINEER. ALL WORK SHALL BE DONE IM ACCORDANCE WITH APPROVED PLANS, MYS SPECS OR ASOBE. NAINT 6 PROTECTION OF TRAFFIC SHALL BE THE RESP ONSIBILITY OF THE PERMITTEE AT ALL TINES UNTIL COMPLETION OF ALL WORK ETC. THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGE/YELLOW)AND A HARD HAT. CounWfOLK BROOKHAVEN Municipality- 25 Route#- as set forth and represented in the attached application at the particular location or area,or over the routes as stated therein, if required;and pursuant to the conditions and regulations general or special,and methods of performing work, if any;all of which are set forth in the application and form of this permit. Date(INWID6E, N.Y. Commissioner of Tran tion Date"hm SMITN By IMPORTANT THIS PERMIT,WITH APPLICATION AND DRA (OR COPIES THEREOF)ATTACHED SHALL BE PLACED tiH�Hi OF THE C TRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PER SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON P COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY THE RESIDENT ENGINEER, KEVIN NATTHAEI 1900 COUNTY RD 058 (631)727-1731 RIVERHEAD, NEW YORK 11901 UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE AND DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(If Any) Work authorized by this permit has been satisfactorily completed and is accepted. Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Mailing address of refund has been verified. ❑ Amount charged against Bond may be released If different, list new address below. ❑ Retain Bond for future permits ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond returned/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto unitl all work under the permit is satisfactorily completed, in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, municipality,or state department or agency,and his or Its successors in Interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Mar 09 05 03: 59p HRWKINS WEBB JREGER 6317327760 p. 2 HAWKINS WEBB JAEGER PLLC ENGINEERS • ARCHITECTS ■ SURVEYORS ■ PLANNERS ESTAB. 1872 MATTHEW D.CRANE LS MICHAEL , MORBILLO AIA WILLIAM L JAEGER II,P.E.,LS FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S_WEBB JR.L.S 2004 March 8, 2005 Building Department Town of Southold Town Hall, 53095 Route 25, P.O. Box 1179 Southold, NY 11971 Attn: Southold Building Department Re: Live losd for exterior decks This letter is to inform you that the minimum uniformly distributed load for exterior decks is 40 PSF (Live Load). Please coordinate this letterwith any plans that Hawkins Webb Jaeger has filed with the building;department. If YOU have any questions or would like to discuss this further then please contact me at my office at(631) 732-7777, ext.112. Thank you for your attention to this matter. je,ly,F. MOrbi o, AIA Architectural Department Manager ftED Aqc 6� F1aHCIS �CIA Na M52G2 P� 9�F OF N t y0 3239 PHONE R0Lrte 112—1_Id 8�-Su_itg 1 h!e NY 11763 (631732 7777 F 5(f63"1 32-�76 Visit our web site et www hwiaTger rn0 HAWKINS WEBB JAEGER ASSOC. P.C. j ENGINEERS ■ ARCHITECTS ■SURVEYORS ■ PLANNERS ESTAS.1872 WILLIAM L JAEGER II,P.E..LS. MATTHEW D.CRANE LS. EDWARD MILLER, RA. FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR.L.S. December 6,2005 Building Department Town of Southold P.O. Box 11.79 Southold,New York 11971 Re: (05-424) Stekardis, 39595 Main Road, Orient Point,NY 11957 To whom it may concern: Please be advised that on the above project referenced the collar ties on sheet A-7 are specified as 2x4s at 24"on center. They will be 2x4s at 48"on center to coordinate with the 2x10 roof rafters at 16"on center. If you have any questions or I can be of further assistance,please contact me at my office at(63 1) 732-7M ext. #110. Sincerely, / Robert Fallon Project Manager y s a i sa' r� a5p r a�, William L ger,P.E. Professio ngineer 3239 Route 112—Bldg 6-Ski e 4 Medford. NY 11763 PHONE(631)732-7777 FAX(8 1►7�0 Visit our web site at www.hwiaeaer.com January 21, 2005 Town of Southold-Building Department & others Town Hall, 53095 Main Road Southold, New York 11971 (631)765-1800 Town Clerk, I am the owner of residential property located at 39595 Main Road, Section 015.00, District 1000, Block 08.00, Lot 016.00. Please accept this letter as my permission to allow RLB Construction to represent me in all phases necessary in order to properly complete the applications and other necessary paperwork required to allow construction of my home. I submit this letter in an effort to expedite the process as I am presently residing outside New York State. Thanks in advance for your time and attention to this matter. Sincerely, AA atL g Angelo A Stekardis 5 Q oil- LG r cxe FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK 633 THIRD AVENUE NEW YORK, NEW YORK 10017 STATE OF NEW YORK Title No. SS8360 COUNTY OF SUFFOLK I, Angelo Santomauro, being duly sworn, deposes and says: That he is over the age of 21 years and that he is the Vice President of All State Abstract Corp. That under his direction, title was examined to the parcel of land described on the annexed schedule and labeled parcels: A, B, C, D, E & F That said examination, made to include 04/23/57 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously applicable Zoning Ordinance. And, that this Affidavit is made to assist the Board of Zoning Appeals of the Town of Southold and/or County of Suffolk to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. This search is made and accepted with the understanding that the companies liability hereunder exceed $25,000.00. All State Abstract Corp. Angelo Santomauro - Vice Preside Sworn to before me this '2-3 day of Ft9 , 2005 Notary P is JAMES MENEILLY NOTARY PUBLIC, State of New York No. 01 ME4861650 Qualified in Nassau County 34S Gommiesioa Expires June 16, 20_ Title No. SS8360 DESCRIPTION PAGE PARCEL A: SUBJECT PREMISES 1000 — 015.00 — 08.00 — 016.000 PARCEL B: PREMISES TO NORTHEAST 1000 — 015.00 — 08.00 — 024.027 PARCEL C: PREMISES TO NORTHWEST 1000 — 015.00 — 08.00 — 024.026 PARCEL D: PREMISES TO SOUTH MAIN ROAD PARCEL E: PREMISES TO WEST 1000 — 015.00 — 08.00 — 017.000 PARCEL F: PREMISES TO EAST 1000 — 015.00 — 08.00 — 015.000 All State Abstract Corp. Angelo Santomauro — Vice President Sworn to before me this 'z 3 day of FEY 2005 Q'7 Notary ub is JAMES MENEILLY NOTARY PUBLIC, State of New York No. o1ME4661650 Qualified in Nassau County Commission Expires June 16, 20-6 Title No. SS8360 PARCEL A: SUBJECT PREMISES DISTRICT 1000 SECTION 015.00 BLOCK 08.00 LOT 016.000 John J. Brissel and Dated: 10/05/1955 Dorothea C. Brissel Recorded: 12/01/1955 To Liber: 4030 Page 43 Frank J. Poli and Frank J. Poli Dated:12/10/1955 To Recorded : 12/14/1955 Frank J. Poli and Liber: 4039 page 177 Julia Poli Julia Poli, as surviving spouse of Dated: 02/29/1996 Frank J. Poli Recorded: 04/30/2003 To Liber: 12248 Page: 886 Frank J. Poli and Mary Anne Poli Frank]. Poli and Dated: 12/15/2003 Mary Anne Poli Recorded: 01/08/2004 To Liber: 12294 Page: 29 Angelo Stekardis LAST DEED OF RECORD All State Abstract Corp. Angelo Santomauro — Vice Pre t Sworn to before me this Z 9 day of W , 2005 Qli4 Notarybli JAMES MENE161:Y N®TARYNo Ba1ME4681� fIE Qualified 6n Idt � Title No. 8360 PARCEL B: PREMISES TO NORTHEAST DISTRICT 1000 SECTION 015.00 BLOCK 08.00 LOT 024.027 Edwin H. King and Dated: 04/15/1957 Frances C. King Recorded: 04/22/1957 To Liber: 4289 Page: 57 Woodhollow Properties, Inc. Woodhollow Properties, Inc. Dated: 04/15/1975 To Recorded: 05/23/1975 Robert W. Nilsen and Liber: 7829 Page: 98 Hazel Marie Nilsen, his wife Robert W. Nilsen and Dated:05/07/1993 Hazel Marie Nilsen, his wife Recorded: 05/25/1993 To Liber: 11630 Page: 438 Armand De Luca and Irene De Luca, his wife Armand De Luca and Dated: 12/08/1998 Irene De Luca Recorded: 12/30/1998 To Liber: 11936 Page: 980 Armand De Luca and Jacquelyn A. Helsel Armand De Luca and Dated: 04/12/1999 Jacquelyn A. Helsel Recorded: 04/16/1999 To Liber: 11957 Page: 710 Armand De Luca and Jacquelyn A. Helsel As joint tenants with right of survivorship LAST DEED OF RECORD All State Abstract Corp. Angelo Santomauro — Vice Pre"e e Sworn to before me this 27 day1f W , 2005 1 11,17 Notary Pis J MES MENEILLY NOTARY PUBLIC, State of New York No. 01 M E4861650 Qualified in Nassau County 10( Commission Expires June 16, 20— Title No. SS8360 PARCEL C: PREMISES TO NORTHWEST DISTRICT 1000 SECTION 015.00 BLOCK 08.00 LOT 024.006 Edwin H. King and Dated: 04/15/1957 Frances C. King Recorded: 04/22/1957 TO Liber: 4289 Page: 577 Woodhollow Properties, Inc. Woodhollow Properties, Inc. Dated: 06/22/1981 To Recorded: 06/26/1981 Ingolf Halvorsen and Liber: 9024 Page: 449 Carol Halvorsen, his wife Ingolf Halvorsen and Dated: 06/03/1994 Carol Halvorsen, his wife Recorded: 06/16/1994 To Liber: 11681 Page: 483 Philip Wolfe and Noele Wolfe, his wife Philip Wolfe and Dated: 08/10/2000 Noele Wolfe, his wife Recorded: 08/24/2000 To Liber: 12065 Page: 831 William Mauceri and Marcia Mauceri, his wife LAST DEED OF RECORD All State Abstract Corp. Angelo Santomauro — Vice Pre Sworn to before me this Z3 rr 2005 Notary P lic JAMES MENEILLY NOTARY PUBLIC, State of New York No. 01 ME4861650 Qualified in Nassau County Commission Expires June 16, 20 06 Title No. SS8360 PARCEL D: PREMISES TO SOUTH MAIN ROAD All State Abstract Corp. Angelo Santomauro — Vice President Sworn to before me this 23 Cy of (-E:V , 2005 Notary bl' JAMES MENEILLY NOTARY PUBLIC, State of New York No. 0 t M E4861650 Qualified in Nassau County Commission Expires June 16, 20�6 Title No. SS8360 PARCEL E: PREMISES TO WEST DISTRICT 1000 SECTION 015.00 BLOCK 08.00 LOT 017.000 E. Elsworth Lathau Dated: 01/03/1927 To Recorded: 01/31/1927 Edwin H. King Liber: 1249 Page: 412 E. Elsworth Lathau Dated: 05/26/1930 To Recorded: 06/05/1930 Edwin H. King Liber: 1505 Page: 442 The North Fork Bank and Dated: 02/05/1972 Floyd F. King as executor of the Estate of Recorded: 02/11/1972 Edwin H. King Liber: 7105 Page: 06 To George L. Proferes George L. Proferes Dated: 08/02/1990 To Recorded: 08/07/1990 William A. Hands, III and Liber: 11116 Page: 427 Janet D. Hands, his wife Wiliam A. Hands, III and Dated: 01/03/2002 Janet D. Hands Recorded: 07/19/2002 To Liber: 12198 page 307 James Walkin and Carolyn Walkin, husband and wife LAST DEED OF RECORD All State Abstract Corp. Angelo Santomauro — Vice President Sworn to before me this -23 r 2005 Notarybli JAMES MENEILLY NOTARY PUBLIC, State of New York No. 01 M E4861650 Qualified in Nassau County Commission Expires June 16, 20—L Title No. SS8360 PARCEL F: PREMISES TO EAST DISTRICT 1000 SECTION 015.00 BLOCK 08.00 LOT 015.000 Theresa Novit Dated: 04/21/1954 To Recorded: 04/23/1954 Raymond L. Tabor and Liber: 3683 Page: 248 Florence C. Tabor, his wife John H. Rankin as executor of Dated: 05/29/1980 Carole T. Rankin corded: 06/04/1980 To Liber: 8832 Page: 269 Wilbur W. Young and Lorine M. Young, his wife Thomas W. Young aka Wilbur W. Young and Dated: 04/28/1987 Lorine M. Young Recorded: 05/13/1987 To Liber: 10318 Page: 130 J. Willard Roosevelt and Carol R. Roosevelt J. Willard Roosevelt and Dated: 04/04/1990 Carol R. Roosevelt Recorded: 04/20/1990 To Liber: 11054 Page: 564 Herma Moschner Herma Moschner Dated: 06/15/1998 To Recorded: 06/26/1998 Ronald L. Kotin and Liber: 11901 Page: 513 Linda G. Kotin, husband and wife LAST DEED OF RECORD All State Abstract Corp. A o antomauro — Vice Presiden Sworn to before me this 2 7 day f , 2005 Notary Publi JAMES MENEILLY NOTARY PUBLIC, state of New York No. 01 ME4861650 Oualifled In Nassau County lot COMM16sion Expires June 16, 20_ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 02/25/05 Receipt#: 1095 Transaction(s): Reference Subtotal 1 1 Septic Permit- Construct- Resid. 3440 $10.00 Check#: 1095 Total Paid: $10.00 c / 1 Name: BLB, Construction Inc 2805 Wood Crest Ct Prospect, KY 40059 Clerk ID: LINDAC Internal ID:3440 176 179 �utv� 4 Ing #03 - 380 F 4 Nt� M•1P of �¢IEA1T by 7-qF 5Ey - SEc. 3 ev op ' �Fo E.rnee�� EDWIN KI'JL) Ilr r I , r� 87109-40E Io&.87 d If cl-n3,P ?d k.4 Ye.T NOaL"TA Ll ✓1\\V P Dy.: 11/19/09 74S' �ml� Z �1Y G Q n.rk troves 1o.m N o o f q e EA o 83Z S.F.± m ero.n .uey .am .w ?� bP o•44 Ae CF AI I .rovn TSa. to coara. .Md LYI Ir �I r W W -Z \ R-tB In brovn tlne Co ooat.e .and Sw 0 U 17' -2 J1 I Q W \ FF-17.o II T Z &F.•Ih.o � 1 63.01 U hl 6"` 35.m n zl.m 125t - Z Z h Z '� QKoP .To e[ A 150 W �t S' y 21.m 4. 20.0 .o V ��L✓. � •� I"I J KITS 1 ` I fjt, 445.87 d(- PI" Y 108 �� P as v I 00 mH WIL61 61'�m,^ \I✓ ►► 7of 66;..1_».38��- = �_ . Wl my ���• P,V••\` V' Lo 40 V tm'O �V L p �� G�METER•� ,V0 b see KNOWN h W4LLS oL � �tG SURVEYED: i4ov. 1B, 2.ocI3 TAX MAPA 1000 - 015.00 - c1g.©o - 01(°.000 SCALE : 1 : 40 2�J15CD 440u3C Loc,) ON/aV7 F Fto b 4�Atem, 7. zoos MAP OF PROPERTY SITUATE AT: 0amp4T -- - UNAUTHORIZED ALTERATION O0. ADDITION TO THIS SURVEY IS A VIOLATION OFSECFION 7MOFTHE NEW G1�•:%1CjE T. �•�'7/ YORK STATE EDUCATION NW. TOWN OF: S o U T H o L-n COPIES OF THIS SURVEY MAP NOT �r ` P Y BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDEREDTO BEA VAUDTRUE COPY. COUNTY OF: 5 F Fo L K 1�E N( rO R K ti v GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLYTO ' d THE PERSON FOR WHOM THE SURVEY IS A a k PREPARED.AND ON HIS BEHALF TO THE MAP OF: DEsc . t'eo 1,, e � / TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING PE2r� �q [ v�• ON 05flOk� OQi LISTED HEREON.AND TO THE ASSIGNEES T` OF THE LENDING INSTITUTION FILED: F N GUARANTEES' OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OW NERS NO PHYSICAL EASEMENT ON PROPERTY UNLESS NOTED. RECORDED EASEMENTS CERTIFIED ONLY TO: OR RIGHT DF WAYS.IF ANY NOT SHOWN. WALLACET. BRYAN ARENOTCERTIRED. A L 6-r STAb.6T-?- 5 LICENSED LAND SURVEYOR ALL 57'RT�. AHST2RLT GoKP. 39 PAULANNA AVENUE BAYPORT,NY 119.05 (631)473.1'770 I I 3 01 03 38oA U` N MAP nF 0elE1AT- Lay THE SEq - SEc. 3 M87-09 -4-OE 1o%.g7 J moa Ib.b - o4G + ii�rLS w !. W a .7 ? �, J 4ll. U J 3 j I- �� L Ll OO — 35.o q sLe Lo., Z J 1 ,n Ll GO..IC .O , 1 St%,U 4 `s - I O O C L O OI i 2 ➢I�w+s dI - C 1 `^ al '1 S S tL. p It.j „",J I OOln1 10$.O Gv X0.5 s . zs uG Galas �I I U7JDE� Colo`�T�l1GTlOnI „ SURVEYED : A.,6-. 19 , ZooS TAX MAP # loon - ols.oa - o8.00 -o1 G.o6z) SCALE = 4c) IVIAP OF PROPERTY SITUATE AT: pR1LjjT- UNAUTHORIZED ALILIAIION OR ADIISHION 10 IHIS SURVEY IS A VIO1_C ONOFSLCHONS1I)OFTHLNLW /. / YORK STATE tUUCAI'[CIN Lq\V TOVU �� So�rHo�p �� C�� TAS COPIES Of ]HIS SURVEY Mdl NOf q✓ REANNG THE LAND SUKAEYO0 INKLU i �1` t•7 ✓ .,yr, SEAL OR EMBOSSED SIAL SWILL ROI IEE / L: ✓ CONSIDERED T06E4VALID IIlUE COPY COUNTY OF SUrFOLL A1c_w yo�� GUARANTEES Olt Ct1311fIC\MONS GUARANTE HEREON 51{qu RUN O 110% LOT THE PERSON FOR WHOM"LHL IL RVLY A V II ITLLRNCOMPA0Y HIS O I HE GOV E]INM[NI{L MAP OF: DEsc P,zcvE�ry f Rr- PF AGENCY AND LENDING INSINU"PION OUGN.AN D VO LES OK THELLNDINCINSfN J[ION GUARANTEES Oil CEINIPICA9 ONS ARE FILED , Rol TRANSFEILARIL 10 ADDI"IIONAL INSTI U I IONS Oil SURSF.QUENf OWNERS. NO PHYSICAL EASI'MIM ON PROPERLY UNLESS NOTEII, RIF(QIDED EASEMENTS CERTIFIED ONLY TO: AOR n NOD CWHEiL ]R ANY IJDT SHOWN. � (2-a�Dy T3oE_rcac�. WALLACE T. BRYAN ^�"�fGEIIrIFILD. LICENSED LAND SURVEYOR 39 PAULANNA AVENUE BAYPOWI',NY 11705 (631)-472.1770 I I REV. DATE ITEM NO. 1. 7/13/07 FINAL SJRVEY TOTAL PLOT AREA: 19,8321S.F. OR 0.46t ACRES MAP OF ORIENT BY IHE SEA - SEC.3 ✓ , I CHAIN LINK FENCE N87.09'40"E 106.87' —o—o—o—o FE.2,2N FE.0.3'S �— CAo \ 0.5'E 11. I CP o 1122' 99.5" CP O 0001 \, 87.5 1.0 W \ � � � rq 84" r \ T :� 1 I ' � I Y. \ Uj }� Q1 f \ ° P. �, i w s; 3I 5sI I \ 88.5 \\ I r_ x M ca EL. o STEPS \\ I LE IW LL �l I_ 35.4' \\\�.. mr. I 21.3' 0W tj - r 451 o 2 STORY FRAME 1 STORY -C.E. n RESIDENCE GARAGEEFLELV.17.46 IGFLELV.15.58 9.51 CHIM. 21.3' . Z \1J35.4' >C 20.1Q COVERED PORCHry0 ZSTEPS439 /L.0JO4. WELL FEA.2'W '?r 108.00 5.9'S 581°0300 • WOOD FENCE -- EP ELV.10. r t EDGE OF PAVEMENT .- Op ELV.iI 3 ROAD CL ELV1O.5 MAIN (S.R. 25) CL ELV11.0 OF WAY) i WIDE RIGHT i t 11 cl N MONUMENT 0 STAKE THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND DN HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST-1000 SECT.015 BLK.08 LOT 16 WALLACE T. BRY MAP NO. DATE: ,.. LICENSED LAND SURVEYOR LOTS BLOCK MAP OF DESCRIBED PROPERTY1,I �I � A LOCATION: ORIENT TOWN OF: SOUTHOLD, SUFFOLK COUNTY, NEW YORK !1 1 SURVEYED: AUGUST 19, 2005 •_' 559 MIDDLE ROAD CERTIFIED TO: ANGELO STEKARDIS +"e „}y BAYPO RT, N.Y. 11705 - ALLSTATE ABSTRACT `,,:'any I _ (631) 472-1770 FAX 472-1771 SCALE: 1 "=30' FILE NO.03-38OWTB n UST OF DRA RNNGS DJ NEW RESIDENCE Z � -J A4 COVER PAGE zza U a =--=- - aA-2 FOUND. PLAN, GENERAL NOTES, b �� PND U)FOR A-� FIRST FLOOR PLAN z�=� LU A-4 SECOND FLOOR PLAN 4 _- rr _ - � � � A-5 FET REAR ELEVATIONS ❑❑ - 19EI� STEKARDIS m W $� - ❑ ALAE Nj _ CII[JIME] - A-c� SME ELEVATIONS � � o Ulu 71 - ° °� = 39595 MAIN ROAD -- - - i� Iol11p n = 117111l�hl - A-7 SECTION *A-A*f PLUMBING RISER DIA. z Il' �W ORIENT POINT NY 11957 A-� DETAILS Z ga A-9 FRAMING CONNECTORS TO1RS DETAIIL SHEET � W COMPLIANCE STATEMENT: N THE MECHANICAL, ELECTRICAL, & PLUMBING SYSTEMS OF THIS PROJECT CONFORM TO THE BUILDING CODE A N A LYS I S m MECHANICAL, ELECTRICAL, & PLUMBING CODE REQUIREMENTS OF THE RESIDENTIAL CODE PI/ a F- OF NEW YORK STATE. w AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) 1 . REFERENCE STANDARD: WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS 1995 HIGH WIND EDITION 2. FLOOR AREAS: EXISTING 1ST. FLOOR: N/A EXISTING 2ND. FLOOR: N/A PROPOSED 1ST. FLOOR: 1,130 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL 1995 HIGH WIND EDITION1 '"'`1 PROPOSED 2ND. FLOOR: 1,103 S.F. NAILING SCHEDULE GARAGE AREA: N/A PORCH AREA: 232 S.F. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING BUILDING HEIGHT: 28'-0" MAX HEIGHT = - ROOF FRAMING WALL SHEATHING a :R L4 3. DESIGN CRITERIA: Rafter to Top Plate (Toe-nailed)(Table 3.3A) 3-8d per rafter Stucturel Panels 8d 6" edge/ 12"field -I c 3 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Ice,hleld - It Winter uodeday- SNOW DESIGN ros[ ne Daelgn mann Flood LOAD SPEED(mph) CATEGORY Weethwn depth Termite Oeca Tem required hazard, Ceiling Joist to Top Plate(Toe-nailed) 3-8d perjoist Fiberboard Panels \ o as 120 c severe 3'-0' �oHaereete 911gw M, eh�t� 11 vas 101 (Table 3.3A) 7/16" 6d 3"edge/6"field rid Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d each lap 25/32" Sd 3"edge/6"field (Table 3.7) Gypsum Wallboard 5d coolers 7"edge/ 10"field CEILING LIVE LOAD: 20 P.S.F. Ceiling Joist to Laps Over Partitions 2ND. FLOOR LIVE LOAD: 30 P.S.F. P 6-1sd each lap -- (Face-nailed)(Table 3,7) . Hardboard Bd � 6" edge/ 12"field 1ST. FLOOR LIVE LOAD: 40 P.S.F. EXTERIOR DECK LOAD: - P.S.F. Collar tie to Rafter(Face-nailed) 3-8d per tie 9 (Table 3.4) Particleboard Panels Bd u' edge/ 12"field SNOW LOAD ROOF): 32 P.S.F. Blocking to Rafter(Toe-nailed) WIND LOAD: 37 P.S.F. (120 MPH) 2-8d each end Diagonal Board Sheathing Rim Hoard to Rafter(End-nailed) 1"x6"or 1"x8" 2-8d per support SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) 2-16d each end 1"AWor wider 3-8d Per support AVERAGE DEAD LOAD ALL ASSEMBLIES): 10 P.S.F. WALL FRAMING gym•• FLOOR SHEATHING O SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to Top Plate(Face-nailed) 2-15d per foot m c ti STRUCTURAL ELEMENTS, & LOAD PATHS 4-16d Structural Panels N Top Plates at Intersections (Face-nailed) joints each side 1"or less gd 6"edge/ 12"field 4. EGRESS WINDOW SCHEDULE: stud to Stud (Face-nailed) 2-16d 24"D.C. greater than l" 10d 6"edge/6"field WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEETDiagonal Board Sheathing OF EMERGENCY ESCAPE AREA Header to Header(Facenailed) 16d 16"o.c, along 1"x6"or 1"x8" 2-8d per support edges 1"Aff'orwider 3-8d per support MODEL# CLEAR OENING MODEL # CLEAR OPENING Top or Bottom Plate t0 stud (End-nailed) 2-16d per 2x4 stud TW 3046 5.7S F. 3-16d per 2x6 stud z' TW 3052 6.64 S.F. I 4-16d per 2x8 stud 1. Nailing requirements are based on wall sheathing mailed 6 inched on center at the panel edge. a1 If wall sheathing Is nailed 3 inches on-center at the (panel edge to obtain higher shear eapacities,nailing Z m giro Bottom plate to Floor Joist, Bandjolst, 2-16d per foot requirements for structural members shall be doubled, or alternate connectors, such as shear plates, F 8 m c x NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED ` Endjoist, or Blocking (Face-nailed) shall be used to maintain the load path. RETAIN STORM WATER RUNOFF w zs i!s WITH AN ASTERISK " ON FLOOR PLANS FLOOR FRAMING 2. When wall sheathing is continuous over connected members,the tabulated number of nails shall be PURSUANT TO SECTION 45.10C O •��, ��j permitted to be reduced to 1-1 Ed nail per foot. a o o (A Joist to Sill, To Plate of Girder Toe-nailed OF THE TOWN CODE. f,) ( y 1 P ( ) 4-8d perjoist 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC far additional - Z 5. N.Y.S. ENERGY CODE: C re uirements. Bridging to Joist(Toe-nailed) 2-8d each end q CERTIFICATION OF °- _ U�, NAILING & CONNECTIONS ~ REScheek Compliance Certificate V Blocking to Joist(Toe-nailed) 2-8d each end �7 U REQUIRED. New York State Energy Conservation Construction Code4 r' Blocking to Sill or Top Plate (Toe-nailed) 3-16d each block FASTENERS FOR ASPHALT ROOF SHINGLES REScheck Software Version 3.5 Release le F Ledger Std to Beam Face-nailed Cn eT 9 P ( ) 3-1 sd each joist ALL __N,. RUCTION SHALL Joist on Ledger to Beam (Toe-nailed) 3-8d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be MEET THE RFQUIREMENTS OF THE (n COUNTY: SuffolkCODES OF NEW,YORK STATE. r..r STATE: New York galvanized steel, stainless steel, aluminum or copper roofing nails, (-IDD: 5750 Band Joist to Joist(End-nailed) 3-16d perjoist minimum 12 gage 10.105 inch (2.67 mm)]shank with a minimum 3/8-inch �" A (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through OCCUPANCY OR ( p4 CONSTRUCTION TYPE:Detached 1 or 2 Family Band Joist to Sill of Top Plate(Toe-nailed) 2-16d per foot the rooflng materials and a minimum of 3/4 inch (19.1 mm)into the roof sheathing. Where the roof sheathing is less than 3/4 inch(19.1 mm) USE IS UNLAWFUL W O 4 g COMPLIANCE: Passes thick,the fasteners shall penetrate through the sheathing. FastenersT +�,Vy W PLUMBING ROOF SHEATHING shall comply with ASTM F 1667. WITHOUT CERTIFICATE `>ATE'' II Maximum UA=383 §RR905.2.6 Attachment. Asphalt shingles shill have the minimum number LL PLUMBING WASTE OF q+, A NCY Structural Panels 8-d 6"edge/12"field OCC PA Your Home UA=382 of fasteners required by the manufacturer. For normal application, WATER LINES NEED - O 0.3%Better Than Code(UA) Diagonal Board Sheathing asphalt shingles shall be secured to the roof with not less than four T TING BEFORE COVERING Gross Glazing 1"x6" or 1"x8" 2-8d per support fasteners per strip shingle or two fasteners per individual shingle. Area et Cavity Cont. or Door 1"x10" or wider 3-8d per support PL BER NTENR T1 IC BEFORE Perimeter R-Value R-Value U-Factor UA P PP Where the roof slope exceeds 20 units vertical/ in 12 units horizontal A?PROV D AS NOTED (20:12), special methods of fastening are requdred. CER Q CONTENT BEFORE CEILING SHEATHING CERT 6ATEOF OCCUPANCY DATE: 6 g,p K 3/�O( Yi Ceiling 1: Flat Ceiling or Scissor Truss 1122 38.0 0.0 34 Wall 1: Wood Frame, 16" o.c. 2300 13.0 0.0 154 Gypsum Wallboard 5d coolers 7"edge/10"field EXCEPTION:Asphalt strip shingles shall hawe a minimum of six SO ER USED IN WATER' FEE I/l. BY: Window 1: Wood Frame:Double Pane 325 0.340 111 fasteners per shingle where the roof is in one of the following SU LY SYSTEMCANNOT NOT BUILDING DEPARTMENT AT v Door 1: Solid _ 60 0.540 32 categories: a 765-1802 SAM TO 4 PM FOR THE Door 2: Glass 40 0.340 14 EJC ED 2110 OF f/.LEAD. Floor 1:All-Wood Joisaruss:Over Unconditioned Space 1122 30.0 0.0 37 1. The basic wind speed per Figure ave is (0f Is(60 miles per FOLLOWING INSPECTIONS: a hour(177 km/h)or greater and the save is 210 feet(6096 mm)or 1. FOUNDATION - TWO REQUIRED COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the higher above in de. DO NOT PROCEED WITH FOR POURED CONCRETE building plans,specifications,and other calculations submitted with this permit application. The proposed 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour FRA',' ,G , -'L SURVEY 2. ROUGH - FRAMING i PLUMBING systems have been designed to meet the New York State Energy Conservation Construction Code requirements. (193 km/h)or greater. F FC '9'r I. ;F,TON 3. INSULATION When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of HAS u�. _ � 4. FINAL - CONST4I,!^?10N MUST Awl his/her knowledge, belief, and professional judgment, such plans of specifications are in compliance with this 3. Special wind zones per Figure RR301.2(4;). BE C!1MPL5 ALL GONSTHu' '--"'•HAL.. MEET THE REQUIREME I CODES OF NEW DEAWA YORK STATE. N . . -- PQJ,SII3LE FOR a Code. RERSCERTIFICAIE DESIGN OR CONSTRUCTION ERRORS. z Builder/Designer Date AEpUIREp FLOOD ZONE !aLw- ti,-X OF 9 Is J lk-e.-F.Ao FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CdDE: GENERAL NOTES I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE V SITE PRIOR TO 5TARTIN6 TO WORK AND SHALL FAMILIARIZE • Hyl HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK a AGREE WITH SAME. Z� . -i G 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDIN6 PERMIT PRIOR (� :5 LIS 'a TO 5TARTIN6 ANY WORK. 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, N N PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, Q O O ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION Z THEREOF, IF REQUIRED. 4. ALL WORK SHALL CONFORM TO N.Y.5. CONSTRUCTION CODE AND ALL W C Z LLJ LOCAL RULES AND REGULATION5. 5. ALL METHODS OF CONSTRUCTION INGLUDIN6 FORM WORK AND1.IJ y PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY Q tR THE CONTRACTOR. _J N ~�- H �z 6. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH m La a DISA61REES WITH THAT AS INDICATED ON THESE PLANS, THE m I-- CONTRACTOR CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT W = R 3 I OR ENGINEESHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND Q S M CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM, m 7. ALL FOOTIN65 SHALL BEAR ON UND157URBED SOIL WITH A MINIMUM N m� SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A Z d' w (2)2x6 GGA MINIMUM OF 3'-0" OF COVER. ,[ W o O Ir ,I D, ALL CONCRETE SHALL BE 2500 P51 CONCRETE AT 28 DAYS FOR Z Naz ----- -----.-x�'-�l I SLABS, WALLS AND FOOTINGS, Z 1 j: _ V 2x6 CCA DJ. Q. ALL POURED CONCRETE FOOTIN65 ARE TO BE REINFORCED WITH W • ® I6" O.G. (2) #5 REBAR HORIZONTAL CONTINUOUS. 'P 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO2 AS FOLLOWS ti N U yii, .i/iii :9 ;r., .";. r r, vi I 5m 28 28 4 NLE5 OTHERWISE NOTED, BENDING STRESS = 1150 psi (SINGLE) H r----- --------------------- ---------- ------ ----- - t 1 BENDING STRESS = 1115 psi (REPETITIVE) pj E = 1,300,000 2) 2x6 CGA :P - 'L-- ----- 2x6 GGA DJ. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE w G 8"x8'-O" POURED CONCRETE % J ® I6" OG 2) 2" X 6" UNLESS NOTED OTHERWISE. FOUNDATION L ON 16"X12 (2) 3' O" BEREBAR,L W GRADE MIN. HELDND15T. SOIL E) WIfRE6xME5H ON WELL 1 I -- -- rF' F _J_-`L- -J'-- --------------------------- I / , ' T WALLS RUNNING PERPENDICULAR TO JOISTS. `• N� POURED LONG. FTG. REINF W/ 4" FO RED CONCRETE SLAB r 1 12. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL To SAME AND I AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION GO ACTED POROUS FILL 'f ! I b xlb'x8 P.C. FOUNDATION L 2X6 GGA LB76ER BOARD WALL ON 8'x16 P G FT6 I 13. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF LL O I I REINFORCED WITH (2 #4 REBAR I FOUNDATION WALL OR SUPPORT COLUMN BELOW. I T I [ , r�. 1 BEARING ON UNDISTURBED SOIL I I O 4 002 CELLAR L- _______ J 3'-0" BELOW GRADE MIN. j STEP FOOTING 1 �� 1 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYPSUM CO, 1/2" THICK L2 MAX.SLO UNLE55 OTHERWISE NOTED. r---1 p I 15. INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD 6,�. b,�. 5.3. 3,_T. b,_I 6,_I. v V-b. 1 i ,. r / 1 1 I STUDS AT 16" O.G. WITH 1/2" 6YP5UM BOARD BOTH SIDES UNLESS I '- I OTHERH15E NOTED. -- j I 6,P. r r- 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X O .O ✓ (4) 2x12 I (4) 2x12 I (3) 2x12 1 -+'-_CJI (4) 12 (4) 2x12 I 1 d I I I li � 1 .� I 1 I I-3/D" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. � L O _J -_ ,IL ryJ L___JI IT. ALL MOLDIN65 AND TRIM SHALL BE STAIN GRADE. OI V - -----JI COLLAR OF CRUSHED STONE / I I % 5D ry O N -------I `S G' 0 I %' 15. PROVIDE 6'-6" MIN. CLEARANCE ABOVE STAIRS A5 PER N,Y.5. CODE. ( FO CAL CAP) PERFORATED SET IN ILL -v I % % 1 3-1/2" DIA. STEEL COLUMN I x �, FII I� ILn 200 AMP j j L___J �y / ON 24"x24"x12" POURED. IN • I T1 I r- -�B.ECTRIG 'm. 1 - 4" POURED CONCRETE 5LAB I I Q 19. ALL WINDOWS SHALL BE PERMA-SHIELD INCLUDING DOUBLE- STORM DRAIN Y1/ - I I /. CONG. FTG. W/ 1/2" TOP 6 I V r----- Q (BREAKER I [% RCINF. W/ 6xb - W1.4xHIA I BOT. BASE PLATES, BEARING LL L_ _ I • I PANEL KER 1 /; 1 WELDED WIRE MESH ON WELL I I INSULATED GLASS, INSECT SCREEN, 6 JAMB EXTENDERS AS REO-D, I j ON UNDI5T.SOIL. (10) 7YP. I` O -�-� I %; I COMPACTED POROUS FILL A5 MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. cS y 8" POURED CONCRETE \��,` g I I '% I ti 20. ALL ELEGTRIGAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS FROST WALL ON 16"x12" F Im v r_ I , V ado FJ.016M O.G. x 1 20'-0' j APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. POURED CONCRETE I // (2) 2x10 m Iry % a 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.YS. FTS. REINF. W/(2) #4 ON UNDI5T. SOIL, I .'///!: I �i - -- I 1 I I� Pi I �21dO _J r_ _ ___J � LI i x I BUILDING CONSTRUCTION CODE. Z m L 27 ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN - I __ RATED „ua. >,.. . ;r R L_____ PROVIDE 5/6" FIRE L4'Gi� I 61 r F1URN GYPSUM BD. ® CEILING / / / /;, I CERTIFICATION OF THESE PLANS. NEER WILL NEGATE THE -^� ABOVE FURNACE ry N r- / -T J CONSENT OF THE ARCHITECT OR EN N / r T--- ----------------------------------- o I % 'I HOUR FIRE RATED" - 1 - I '� % I O L--- -•I I I � 9iP./b g 4w, 1 17 j 23. THEDARGHITEGT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS __ _________________________________J / OR OBSERVATIONS OF THE CONSTRUCTION. N J p ¢d a 2'-01 I'-10' 1 O I 24. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERSEDE / I H.W. `� '^ y HTR 2x10 F.J.Gib, O,G. ry _ SCALED DIMENSIONS. -- ----------- - - ----------�----• -J i' 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. - - -- ---- -- ---- _ 26. THESE DRAWIN65 AS INSTRUMENTS OF SERVICE ARE AND SHALL 2xb C.C.A. LEDGER BOARD T REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER o ❑ U y V THE FROJEGT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. Z { { q. 1 THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS i= -qp III q : V , R TO THIS FROJEGT EXCEPT BY AGREEMENT IN WRITING AND WITH z m v APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. F 8 m (2) 2x8 'r� (2) 2x e '`x (2) 2xH C.GA. ", G.G.A. .'�.. (3) 2x8 G.G.A. (2) 2x8 C.CA. C.G.A. 2T. IS TO PROVIDE PROPER SUPPORT AND O �+ --_ --�- --- • •� T CONTRACTOR - ____________________ UNDERPINNING AS NECESSARY of THE EXI5TIN6 CONSTRUCTION a c o THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS. b'-9' 5'11' 4'-B' I'-4' D'-4" I'-b' D'-4' I'-4' 26. DOUBLE MIGROLAM5 TO BE NAILED TD6ETHER WITH TWO (2) ROWS Z MASONRY OPENING MASONRY OPENING 16D COMMON WIRE NAIL AT 12" O.G., a 29 CONNECTIONSALL TRIMMED AND FLUSH J RAFTERS TO BEAMS, OIRDER5 OR 5 STRUCTURAL MEMBERSPTo BE OR �+ 6"x6" G.G.A. POST ON 15" DIA. POURED LONG. Q TIETENED R APPROVED E UAL?� METAL HANGERS BY 51MPSON STRONG FOOTING, 3'-0" BELOW O GRADE MIN. ON UND15T. 30. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO ((1==J ORDERING d INSTALLATION v SOIL, (8) TYPICAL. 31. THE CONCRETE FOR THE FOUNDATION 15 TO E AIR-ENTRAINED, IN (z W)AGGORDANGE WITH SECTION R4022 OF THE RESIDENTIAL GODE OF �� NEW YORK STATE 32. PROVIDE HANDRAILS AND 6UARD5 FOR OPEN SIDES OF STAIRS WITH A TOTAL R15E OF MORE THAN 30 IN. IN ACCORDANCE WITH 5ECTION5 8315 AND R316 33. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE �I 4 n FOUNDATION PLANHALLS, 51DE OF THE INSULATION IN ALL FRAMED FTuM WALLS, FLOORS AND ROOF/GEILIN65 GOMPRI51N6 ELEMENT OF THE THERMAL ENVELOPE, IN ACCORDANCE W/ SECTION R322. SCALE: /4°= '-O" 34. MIN. PIPE INSULATION 15 TO COMPLY W TABLE 504.5 OF THE �•I ENERGY CONSERVATION CONSTRUCTION CODE 35. THE EXHAUST SYSTEM OF THE CLOTHES DRYER 15 TO BE INDEPENDENT OF ALL OTHER SYSTEMS AND 15 TO MEET THE REaUIREMENTS IN MI501. 36. STAIRWAY ILLUMINATION 15 TO BE IN ACCORDANCE W/ 8303.4. THE LIGHT SWITCHES ARE TO BE LOCATED AT THE TOP AND THE BOTTOM OF EACH STAIRWAY. F 37. BATHROOMS AN INTERRUPTER PROTECTIONS ARE TO BE PROVIDED FOR KITCHEN, BATHROOMS AND ALL CIRCUITS LISTED IN SECTION E3602 � LEO END a �` NEW CON5TRUGTION A A-I - SECTION MARK +:'u//,�•nP` FOUNDATION WALLS 2xb R.R. AGG2 116-OL, FRAMING NOTATION z ' ^ `) 5D SMOKE DETECTOR EXHAUST VENT 6.P. 61RDER POCKET OF 9 ci d z � Z J vl 35-0' -b• N N 10'.b: 10'-10' b'-0' 4'-& 211-01 a ix z 6 z Q eY mo, 2H0, i W :3 ' Q I 0 Do I V1 � H �z U a LI m W om2-n,5052 TW242109 1/2x9 1/4°PARALL4M (2) II I(2}2x1 �_ N � -- - - --- Z W �z 14'-0' 4" 10'-0' _q:�• ° Z g a - - - - - - - - - - - - - - - � z FAMILY �; EATINO 1g KITCHEN ROOM AREA SD 7 m SD O p O "-1 x "4 J26 0 oPQ ti IW ,UL co r m 1 y—IWIUL.EN da I w REF. 14'-0' - L,„4. y:,0. - (z)4!00• _ EN 2LXI �� ' N 4x4"T—/ 4'-10' ry :_2•Q I —— 2xIO RID6E — ———— — �4 Q 4 (3)2x10 UNDER PARTITION FROM AEOVE _ _ _ e Q -—- o (2 zxio 51-01 4' 2Xla/^1 71- 0) (91 2x10 (9)2dO ANDER PARTITION I cg o O 20'-4• Qom) 2x10 F.J.016'OL.� : � �NO FJ.016. 0.0. v C _� • • �/ 2,0' BATH _ PROVIDE MODEL O I G 5D O v fff RV210-2 BY 4 5D O -�� 1� 51MP50N 0 A ;p m 61RDER END — (2)2x10 I -- - -- 2 2x8 L I V I NO 10 4x4 4x4 O4 xb POST ROOM I PO`''T I POST 2-4' 2' ' &-0' x W-O" OARA&E DOOR 8'-O" 8'-O" GARAGE DOOR N I NO - (2 13— X 9 I/2" M.L. (2) — X 9 I!2" M.L. r�2xIOFJ.sib'oL. r ROOM - - - - - - - - - - - - - - - - - - - - - - - - - �g 46 P057 15'-0' ,-0 12:-0• -Q PROMODEL a rm W1G2102 BY VIDE (2)2x12 $ I (2)2x12 z 51 N A 52 �1 2-T4E052 ((3)2x12 W 1/2'PL.N). 2-TMO2 X b RR "�oCII FLITCH PLATE //�� �-ily �i�� 16'OL. rv • g ' N rv � U O � i =x (2) 2x10 (2) 3x10 0 (2) 2x10 2) 2x10 _ - - I L - T-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 4'4" 5'-0' 10'-0' 51-6' o z ¢ 35,-0. 4'-b" 21'-0' z' m fa m qq Q z FIR5T FLOOR: 1,190 5O.FT. 5T FLOOR FLOOR PLAN FORGNi2924. SCALE: I/4"= I'-O" � D HEADER SGHEDULE ALL MATERIAL FOR WOOD FRAMING HAVE A MINIMUM fb OF P.S.I . NOMINAL LUMBER 51ZE: SPANS: H (3) 2x8 UP TO 4'-011 (3) 2x10 4'-0" TO 6-0" ` (3) 2x12 6'-0" TO 51-011 z P05TS SHALL BE 4x4 (NOMINAL) a U5 *NOTE: ALL SIZES GALLED OUT ON ANY OF THE FOLLONINO DRANINOS WILL SUPERSEDE THE SGHEDULE. A�3 0 z 3i of 9 cv �- LLA us s oLJ d �oo Qr1 § s- Z Z 40'-0' d `ri W >LLI A b! C7 � r- a 110''-4' 61-6" U a c m F }a 2-7NB046 TA2032 (2)2X12141/2'PiN'D.FLTGH PL.. (2)212 W I/1'M-M Fire - . (2)2xB:- 2C 046- .r N G.J. O.C. LLI ° MASTER a W a P Wo BEDROOM 1— _ — — - " � ,� e'-6• . ( 8112, L---_� - -...__ --... -- 2x (,,J.,J. 16",OL. " --I -- as < 6 B FLD6. v~i w 4068 PLOD 4x4 CO20 4x4 2668 o7 - - 7 7 6ATH 05T P05T SD O ° m m ( 2x12 FLSH FENDER a Q g _ 4i_�I_, • ci_ _ 2x12 RIDGE _ - _ __ _ 2x12 RIDGE O I --- - Q 09 2� 2 • 5'-4• I Vie • 2xb O.G. ' 2X lb,&0G. n j o ' BR. #I -- ® �t v SD O -� m 2668 O - HIGHJ SD m L I 36'RAILIM16 - BR. #2 20 G.J. I F- --- 0 Ib'O.G. 19'-0• 8-b' FIF 4• 12b' -- -- - -- DBL GJ. ck. -v W.I.G. il GJ. 8 I e G1 (2)2x12 W 1/2'PL I D.FVrU PL 6 0 G' (2 2x8 (2)2x12 W 1/2'PLV .FLTGH PL.' 6°oL. I Z ym 2 _ , — 2- 46G46 J ri N p I N o a i r? z' 35 _' 5 ° r ad �L IS m N v US 8 d � � o o � tUif z a SEr-,.,CND FLCOR PLAN SEGOWFLOOR: 00350.Fr. a SCALE: 1/4"= 1'-0" V �z .w a � ��-4 0 rz G7 OF 9 ry N d. Z T g W d o ASPHALT ROOF SHINGLESN d -_--- _ -------- -- ------------ , W �w HORIZONTAL CEDAR 51DIN6 _ . - '- C7 a (4" EXPOSURE) _— - W H :3 T.O.PLATF �7 I z M La m � -_ -- - - _ -___._-_-__ s NJ Z C W W ANDERSEN DOUBLE HUN& WINDOWS Z Na W/ 2" TRIM, WOOD 6RILLE5 - - - - _ �— 2ND PL G 12" WIDE 5HUTTER5 (TYP) -- — __— _--__ W b pi a� F 15T I I I I I I I on I I I L _i I I I I I I p 3 TOP OF 5LAB it I _____________________ REAR ELEVATION 0SCALE: 1/4"= I' c Y Z M 1-i N U ASPHALT ROOF 5HIN&LE5 `� o N 3 i HORIZONTAL CEDAR SIDING _ (4" EXPO5URFJ d TO.PLATE _ yyob m ANDERSEN DOUBLE HUNG WINDOWS K/ 2" TRIM, WOOD 6RILLE5 412" WIDE SHUTTERS (TYP) A � � � MIEF] 9 a X14 210 FLOOR n^n g METAL GLAD FASCIA, V $ VENTED VINYL SOFFIT THE F - I — 110 z - RHO- b"xb" WOOD COLUMN lk - - - _ __ _ --- — 'TURNGRAFT' MODEL-5068 (TfP) 01177170 Now PAINTED WOOD RAILINGE SPINDLES L _ _ _ __ _ _ _ __ __ __ - ______ __ __ _ _ _ __ __ — � � � �r� 1�� � � � IST FLOOR A. I I I I I I I I I I I I I I I Y zE I I I I I I I I I I I I I I I �!y Q I I I I I I I I I I I L__J I I I in I I I I I I I I I I I I L__J I 0 H �L -�i � a ------------------------------------------- a Ei5 I I TOP OF 5LA5 _�J L ___________________._________________________________________________________ _J FRONT �LEY,4TION � A r OF 9 r C t g LLA Li O a Y co F �i1�5 N N r -- - - ��L a -- L T o - -- - 12 zo LLI CD TO.PLATE -- - A ERSEN DOUBLE HUNG WINDOWSm W -- - - _ t - - -- --- W/ 2" TRIM, WOOD GRILLES H N - - - r - - 412" HIDE SHUTTERS (TYP) W = 3 IX 0 - -- 4 m HORIZONTAL CEDAR 5IDIN6 Nv 12 (4" EXPOSURE Z_ W 1a1i w — ---- -L__ _- —_ 20 FLOOR -- - - � � -- METAL GLAD FASCIA, Z - - - W 6 VENTED VINYL SOFFIT 12' N O m -d, W b"xfi" WOOD a COLUMN 'TURNORAFT' W MODEL-3068 (TYP) PAINTED WOOD RAILLN6 �a I I I I I I II I I I I I Q I n � I I I L--JI � I I I I I II I I TOP OF SLAB 1 w I I I I •II � rl______________________________ ___________�____lT_________J� +, L------------------------------------------------1___ _L________ _J RICHT SIDE ELEVATION c m Z G I-i N U m � U N 12 HORIZONTAL CEDAR 5IDIN6 (4" EXPOSURE) TA.PLATE 6c d m N 12' m ANDERSEN DOUBLE HUNG WINDOWS W/ 2" TRIM, HOOD 6RILLE5 12 a w rc m 612" WIDE SHUTTERS ( YP) F � a 4 - - o 21,11?FLOOR 6n.T METAL GLAD FASCIA, - V E VENTED VINYL 5OFFIT 2' z N b 0 w b"xb" WOOD COLUMN p 'TURNGRAFT' MODEL-306b (TYP) PAINTED WOOD RAILING $ SPINDLES I5T FL \ nnn 1=J I I z I I I I I Q ------------------------------------------- m ~ �_ ---i a L_ F- I L-1 L- I II I II TOP OF 5 L"________________ ____________J__J______J, L__________________________________________________________________� LEFT SIDE ELEVATION 56ALE: 1/4"= I'-O" OF 9 c.i 5 �LLI Lq d O Zd w W > $ Cie Zi w y M w } m M 3.- 3ci o� Q m;� 2x8 G.J. ® I6" O.G. Ld m (R-38) BATT. INSULATION12 1/2" 6YP5UM BOARD " " Y g 12 I-2x4 COLLAR So 4" O. W 240# ASPHALT ROOF SHINGLES A i• OVER 15# FELT PAPER, 1/2" GDX SHEATHING, 2x10 R.R. ® Ib" O.G. i N r m T.O.PLATE R' :' 'L- " ' - - /' ' ` '�Aj ` - HORIZONTAL CEDAR 51DIN6 (4pi " " EXPOSURE) OVER 15# FELT, 1/2" GDX PLYWOOD 5HEATHIN6, (2) 2x4 N TOP PLATES, 2x4 STUDS ® Ib" 0!-.,., 12" OVERHANG W/ 1x6 ALUM. GLAD FA5GIA 4 VENTED VINYL SOFFIT ,i 13 2x4 BOTTOM PLATE, 3 I/2" W BATT INSULATION, 4 I/2" GYED. BD. BEDROOM #1 Q ,I 4 ° - FIN15H FLOOR SELEGTION BY OWNER m BEDROOM #2 ' OVER 3/4" COX PLYWD. SUBFLOOR - 2x8 LEDGER BOARDS FASTENED % 2x10 FLOOR JOIST5 ® 16" O.C., TO WALL 5TUD5 W/ 1/2" 12 1/2" GYP5UM BOARD DIIA. x2 1/2" LA6 BOLTS ® Ib" O.G., 240# ASPHALT ROOF SHINGLES OVER I5# STAGGERED W/ MODEL LU28 i -_� FELT PAPER 1/2" ODX 5HEATHIN6, 2x6 ROOF 2ND FLOOR H/4NGER5 BY SIMP50N �� ` RAFTERS ® I6" O.G. TECO FASTENED TO 2.8 _ _ i I I � I I � LEDGER, 2x6 CEILING JOISTS ® Ib" O.G., TECO FASTENED TO 2x8 LEDGER ® WALL, 4 1/2" EXT. _ (3)7xIOI!i GRADE PLYWD. HORIZONTAL CEDAR 51DING (4" 1 \`_ EXPOSURE) OVER "TYVEK" HOU5EWRAP, 12" OVERHANG W/ Ixb ALUM. GLAD 1/2" rox PLYWOOD 5HEATHIN6, (2) 2x4 -I - FA501A 4 VENTED VINYL SOFFIT TOP PLATES, 2x4 STUDS ® 16" O.G., iGITG EN DINING ROOM (1) 2x4 BOTTOM PLATE, 3 1/2" (R-13) "TURNORAFT" bxb COLONIAL PORCH BATT INSULATION, 4 I/2" GYP. BD. Q Q - POST, 3068 OR APPROVED EQUAL. 0 4 �I m m WOOD RAILING 4 SPINDLES m s 5/4" x 6" C.C.A. DECKING OVER FINISH FLOOR SELECTION BY OWNER -. '��� 2x6 Cb.A. . To 2 C.G. ® 16"0.6 OVER 3/4" GDX PL ND.GTIO SUBFLOOR \ TECO FAST. TO 2x8 G.G.A. LEDGER 2x10 FLOOR JOISTS ® 16" O.G., W/ �� BOARD 4 (3)2x8 GIRDER GRO55 BRID61N6 ® MID-SPAN, 2x10 15TP OOR " . h W6 a t CCAS RIM JOIST ON (2)2xb G.G.A. SILL PLATE BOLTED ® 23" O.G., W/ TERMITE SHIELD - 13CT FJ W/ R-30 BATT. INSULATION \ r/ i i 1 lY 6"xb" C.C.A. POST ON 18" DIA. (���1 'r S)r "fir S POURED GONG. FOOTING, 3'-O" BELOW ROOF % i\ \ GRADE MIN. ON UNDIST. SOIL, (5) iYP. /HIT ROOF c m BIT W \Yr o 5^x8'-o" POURED CONCRETE m 9 o- `i BASEMENT Z, FOUNDATION WALL ON I6"x12" POURED GONG. FT6. REINF W/ (2) "Alr r ROaF g .e #4 REBAR, ON UNDIST. SOIL I i /�Tr ` :Sj` '/El IT RooF N 4" POURED CONCRETE 5LA15 REINF. — mo i, _ •� %'< W/ 6x6-WL4xWl.4 WELDED WIRE MESH TOP SLAG ON WELL COMPACTED POROUS FILL (Jll'. !'%'�% //<%'1 'l� F ��!]\�r%✓l'!(( ✓%���/' )4%"(Y/(orf`%/%%f. / 'C%(\/�///Q}�' (;I(C.\t%��'I. °(��%'F%;�:(�v': ,':. ole /\yi`.,:,.; ,. i\\(���,���,����iY�i'�i��'?•\ly��.�iC�o�DO��ti:�y�y;�T.�%aTy�\LOf�;r,�,�ur>:v.^��.'�i�T�i��y��,�,:p ��i�d�a<\GpGi�/i`�\f�ll •��" ✓/1 �i ! �l��oi�'/ 1�1,,wl.\''�Gc.(o �( i,�\ �1rlo;\�lr /nC' .�''.c:n .l �''� N 3-I/2" DIA. STEEL GOWMN ON 24"x24"xl8" !�-�,G„r �4.`i�. � a�{i\.f f�.�lT;_..:.�p✓j, .{i vT i<. c. 'C(.�,<.'�.t. '��J,� � e((� ;.\Gl,,. ���,.@(;�,�, �,<�.�;�. 101 \; \,\`y:.. ` .vs,:\.. .� \>,;:�;��;;_..���.\\'^�i� \i;�-'�%i4✓w\��a�r . ��,�,ii�y%�✓,�%��\��;;w�n�\q'?.Gn::,:.G !o:,r Gn. POURED GONG. FTG. 111/ 1/2” TOP 4 BOT. �iio;✓;..,,.//ii on.,)!i!i;:,.,axzr;/i,GnUil,..o,./.r,✓,.,..ii..i,./i,./i.,.,✓,(..,(Tii.G,..,.v.,.rn,i.�Tr, o,,rn. BASE PLATES,BEARING ON UNDIST. SOIL (() TYR 3. 3. 3. a4TR00 L"-UrIDRr 2 _ POOF BATh RLQ' 2 m T � 1- - SGT ON —,4 L, ��t z q SCALE: I/4 I'-O" TLr nr F 5 d K 4 W K W N6 TUB R G O C VI 1^I FL FLOOR f 2ND FLOOR pRAlll z 0 - - F pATN2OO' K TC SIE' \n`^JTfI V TLrI LAI I sIIK 1�=� �=1 Q IST FLOOR 3. u 4 psi 2 _ O (T7 PL) r0 SUFFOLK .,D G Q IG,0 ■ ' GOUIAPPRO`/EE SEPTIC16 SYSTEH v /H v, f� r k' BASEFETR a R �a v� FLUME 1 NO R 1 SER DIAGRAM r N.T.S. � L 7 8 z OF Cl CS (n HOODFRAt***llN0 FASTENINO DETAILS a Z � Z J g �14 d V1 y i-3 51NGLE OR DOUBLE5TA66EP JOISTS 4 IN. OR Q 3 TOP PLATE GUT PLATE TIED WITH 25 GAGE USE SPLICE PLATES SEE SECTION R6O2.3.2 W STEEL ANGLE OR SOUIVALENT W > o tyj N V w y �4Ix :3 ry TOP PLA JW U Z o FIREBLOGKIN6 m LAA HEADER im AROUND PIPE SEE TABLES R5O2.5(I) 2"xb" DECKING OVER GGA LLJ 31: O JACK STUDS AND R5O2.5(2) OR TRIMMERS DECK "2x" JOISTS SIZE) O.G. "2x° G.G.A. LEDGER BOA 6"xb" SOLID WOOD (SEE PLANS FOR SIZE) Q m WALL STUDS POST (PRESSURE TREATED) 1/2" LA6 BOLTS I .Mm.. TUD ®I6" O.G. 5TA66ERED N Vl SEE SECTION R6O2.3 j Z W z BORED HOLE MAX. - Y Z a IA ETER 40 OF STUD DEPTH PERCENT (9 5/b IN.MIN.TO EDGE BOTTOM SOLID BLOGKING o W PLATE (2) 2"x6" G.G.A. FLUSH HDR. 5/b IN MIN.TOFLOOR JOISTS W/ (2) THRU BOLT SUBFLOOR EACH P05T (PRESSURE N m FOUNDATION BASE ON" POST TREATED) PA SILL PLATE -- --- CRIPPLE HALL �)EauAL PA G - --- I 5EE SECTION RbO2.9 ,JPROVIDE GALVANIZED METAL JOIST. ti ,1 --- -- ----- - i >-; HN,GRS ® EACH JOIST, � ;i�. W L——— FOUNDATION Ib" DIA. GONG. FTG. TO v A HALL STUDS 6-Opp(MIN) BELON GRAD ° tALU DRAINAGE GAP' 3/8 NOTCH MUST NOT ————— — — EXONS 25 FERCINf MINUM FLASHING' OF STUD DEPTH ANCHOR BOLTS EMBEDDED IN 1 IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. BORED HOLES 5H'4LL IF HOLE 15 BE TEM 40 PERCENT AND DIAGONAL BRACE NOT BE LOCATED IN THE 60 PERCENT OF STUD DEPTH,THEN STUD LET INTO 5TUD5 SANE CR055 SECTION OF MUST BE POOLE AND NO MORE THAN TWO GUT OR NOTCH IN SND SIIGCE551VE STUDS ARE DOUBLED AND 50 CORNER AND PARTITION POSTS I3ORM TY'F. DECK SECTION APPLY APPROVED SHEATHING OR BRACE SCALE: 3/4" =1'-O" NOTCHING # BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH IN. BY 4 IN. LET INTO STUDS AND PLATES AND EXTENDIDIN6 IN6 FR FROM BOTTOM PLATE TO TOP PLATE OR OTHER ? R 4 SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S •n SPECIFICATIONS. SEE SECTION R 602.10. TYPICAL FRAMING DETAIL SCALE: N.T.S. SIDIN6 1 , TOP PLATES L/3 _� L - L/3 WINb ANn W I I FINISH HALL �� PLYWOOD SHEATHING 9b UNIT WTN, _ � m NO NOTCHES ID � � IDTN InEw, MAX 17'PERMITTED —I �-� TUD D/6 MAX. `\ FLASHING I"x3" VINYL GOATED WOOD GASIN6 BORED HOLE MAX. (TO BE REPLACED OR REPAIRED i D DIAMETER 40 PERCENT FLOOR JOIST - CENTER GUTS HEADER AFTER EACH INSTALLATION) OF STUD DEPTH I"x2" HOOD SPACER i N 5/6 IN. MIN. TO EDGE ,� i, 5/5 IN.MIN TO E0 " �/ 2-1/2" %b HOOD I 0/4 MAX. SGREHS ® W O.G. u INTERIOR— CASINO NTERIOR GASIN6 o 1 m �d I I 1i PREDRILLED FASTENING 4 % Z m } 0-' ��°'' HOLES 0 9" O.G. U m x LD/4 MAX. s roti NOTCH MUST NOT I/2" GDX PLYWOOD II I' OEXCEED 25 F 5TUD DEPTH ENT STRUCTURAL PANEL FLOOR -1015T15T - END STRUCTURAL 1 h CUTS y z NNOOTTBE LOCATED IN THE MAX. D FROM SAME CR055 SECTION OF SUPPORT \, tiW GUT OR NOTCH IN STUD NOTCHED ! BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS0/3 MAX. FINISH 51LL SCALE: N.T.S. PLYWOOD ST ' STRUCTUCTU RAL PANEL RAFTER CEILING JOISTS (802.6) srooL \ \ / i IISWO 'Q a EXTERIOR OR BEARING WALL Ilp PREDRILLED FASTENING \ •.l �Q INTER OR 1 HOLES ® 9" Or-. GA516 LJ WOOD GA51NO NOTCH GREATER THAN 50 PERCENT OF THE PLATE WIDTH Ib 6A6E (0.0054 IN) AND 15 IN. WIDE 0!3 MAX DOUBLE SILL �2-1/2" #6 HOOD METAL TIE AGRO55 AND TO EACH SIDE THE NOTCH WITH b - I6d NAILS OF EACH SIDE. I"x2" WOOD SPACER i < i= PIPE OR CONDUITo B I"x5" WOOD GASIN6 2 IN. MIN. FROM TOP AND BOTTOM OF JOIST D (ACTUAL DEPTH) PLYWOOD SHEATHING TOP PLATES PIPE TYP. NOTCHING DETAIL A-s TOP PLATE FRAMING TO ACCOMODATE PIPINGSCALE: N.T.S. WOOD STRJGTURAL PANEL DETAIL STR OTURAL PANEL ArrAGHMENT DETAIL z SCALE: N.T.S. SCALE: 5"=1'-0" SCALE. N.T.S. x OF 9 N ROOF TRUSS— CONTINUOUS RIDGE VENT PLANS EXAMINER NOTE: ROOF TRU55 THESE FASTENERS GONFORM TO THE GONNEGTION REGUIREMENT5 • W OF WFGM-G5 TABLE 3.3 & SECTION 3.2.2.1 ROOF TO WALL A55EMBL RAFTER GONNEGTOR �" 1 a Z SECTION 3.2.2.1 ROOF TO WALL ASSEMBLY (2) (9 16" O.G. ° ° ° ap DOUBLE TRU5tv;4 'W RAFTER OR TRU55 TO WALL STUD UPLIFT GONNEGTIONS SHALL BE IN MODEL " H2 ° ° 16" O.G. O � x� Ix /\ AGGORDANGE WITH THE REGUIREMENTS OF TABLE 3.3 OR TABLE ° , � °� MODEL " H2.5 W I SHINGLES AS SPEC. 3.3B. WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS DOUBLE Q BELOW, RAFTERS OR TRUSSES SHALL BE ATTAGHED TO THE WALL TOP PLATE ° J OROOFING FELT AS REG'D TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE °WALL STUD WITH UPLIFT CONNECTIONS IN AG•GORDANGE WITH TABLE to 9b',PLYWOOD DECKING A5 REO'D 3.3 WALL STUD o � o WROOF RAFTERS m 16" O.G. Q 1 :A CONTINUOUS SELF ADHESIVE 6z ICE DAM MEMBRANE, 2'-O" MIN. NOTE: THIS DETAIL IS UTILIZED m W a S INSULATION WHEN WALL STUDS ALIGN DIRECTLY DOUBLE H }8 AS REG'D \ R ° W/ RAFTER. WHEN RAFTER AND STUDS TOP PLATE W = 3 \ DETAIL S ARE NOT ALIONEDI U5E GONNEGTOR5 V S n \\\ IN DETAIL "52' 6 T" ON THI5 PAGE DETAIL ' T ' BEYOND to ,, \ \ RAFTER-TO TOP PLATE TO STUD CONNECTION (2) ® I6" O.G. RAFTER-TO TOP PLATE CONNECTION o I6" O.G. Z w aW w 2ND Ixb FASCIA UTILIZED WHEN WALL STUDS ALIGN UPIRECTLY W/ RAFTERS UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY K/ R.R. W 1@ I\ PREFORMED ALUMINUM MODEL " H2" BY SIMPSON STRONG TIE sGALE� N.T.S. MODEL " H2.5" BY 51MP50N 5TRON6 TIE 51-Ad-E. N.T.S. Z g a Z OF�TRU55 CHORD I I I MAY VARY PERFORMED VINYL SOFFIT DBL. TO W WALL STUD u DBL. TOP PLATE PLATE 6ALV. METAL STRAP ie' m GROWN MOULDING OVER @ 16, O.G. END LENGTH ~ "Ix" TRIM BOARD MODEL " G520 LIAI DETAIL " U " (BEYOND) HEADER w 'D 6ALV. METAL STRAP00 SECOND FLOOR INSULATION A5 REOBASE PLATE 00 36•-42' 16 O.G. CUT SHEATHIN6 AS REG'D MODEL " SP4 " RIM JOIST LENGTH CLEAR SPAN FLOOR JOISTS SIDING OR STUCCO ° 1p• DBL. TOP PLATE AS REO'D(5EE FLAW AS SPEC.- SEE ELEVATION " (3)10dx1 1/2' NAILS ` �7 1� WALL STUD EACH SIDE DF STUD \ J DETAIL " Y " JACK STUD WALL STUD ENO 2ND FLR LEVEL Provide minimum 1' LENGTH ,�1 end distance lC DETAIL " Vd �� Equal number of a u: speclfled malls In CC " each end Y I5T m FLR PL DOUBLE TOP PLATE JACK STUD TO HEADER GONNEGTION STUD TO BASE PLATE TO RIM x TOP PLATE TO STUD CONNECTION AT &ABLE-END WALL ® I6" O.G. O JO15T TO TOP PLATE TO STUD CONNECTION o 16" O.G. MODEL " 0520 " BY SIMP50N STRONG TIE 7'A�' N.T.S. O I/2" DRYWALL ON LJ MODEL " SP4" BY SIMPSON STRONG TIE 5GALE. N.T5. MODEL "GS20" BY SIMPSON 5TRON6 TIE sGA E N.T.s. l� CEILINGS 8 WALLS J DBL. WALL 2x4 STUDS AT 16" O.G. STUD o DBL. WAL7. OR A5 REG'D c 6ALV. METAL STUD 23' e 54 m FIRST FLOOR o TIE-DOWN RIM JOIST z j BASE PLATE e 6ALV. METAL INSULATION AS REG'D _ TIE-DOWN 6ALV. METAL WASHER - - MIN. 3 SG. (MODEL EP) 6ALV. METAL 1/2" DIA. x 12" ANCHOR FINISH FLOOR I 60UPLINO RIM JOIST BASE PLATE " J" BOLT (9 23" O.G. AS SPED. j 1 DETAIL " X " \ _ (MIN, 7" EMBEDMENT) SUBFLOOR �_� RIM JOIST WI/ 6" OF EACH PLATE AS REG'D. DBL. TOP / END ST PLATE 6ALV. METAL' FLR LVL DBL. WALL GOUPLIN(5 s C (2) 2 x 6 G.G.A. z' CII: SILL PLATE DETAIL " Y " STUDc DBL. SILL \' Z m ° :: c PLATE e m B5MT. DETAIL WALL Z o FLR PL I o FOUNDATION (2) 2x6 SILL PLATE o c a c c o o= rR If 1/2" DIA. x 12" ANCHOR BOLTS } FLOOR JOISTS (g 23" O.G. MAX. Z AS REG'D(SEE PLAN) ` ° REINF. CONCRETE &ALV. METAL TIE-DOWN WIN 52" 6ALV. METAL TIE-DOWN WAN 52" Vul z ANCHOR BOLT-WASHER CONNECTION ® 24" O.G. ALL OF EACH CORNER OF STRUCTURE OF EACH CORNER OF STRUCTURE V LLIv T CELL 4R a ? - = = = 5GALE. N.T.5. /� MODEL " PH02 BY 51MP50N 5TRON6 TIE MODEL " HTT22" BY 51MP50N STRONG TIE SCALE, N.T.B. MODEL " BP " BY SIMPSON STRONG TIE scALe� N.T.S. I-III=III=1 =1 > APPROXIMATE GRADE M III=III=III=III WATERPROOFING OR WALL STUD E: �_— — DAMPPROOFING AS REO'D I 0 L–JI JOINET MATERIAL =III IIIIII-– ASPHALT GOATING (TYP.) END ( �j _ LENGTH ST 6ALV. METAL F R VI- STRAP @ 16, O.G. 4" GONG. SLAB W/ 12 ' GRAVEL GOLLAR r=i 6"xb" #I0/10 W.W.F. 01 c1 RIM JOIST o 2x4 KEY WAY VAPOR RETARDER 6ALV. METAL (2) #5 REBARS CONT. � ?K.�jirk/,y %; n i' i.z✓'. 3" PERIMETER DRAIN W/ PLATE FASTENER UNDISTURBED SOIL 5EE FOUND. PLAN FILTER FABRIC (MODEL # LPT4) a DBL. SILL PLATE a LTP TYf= . WALL SF-GTI Oil TWO STORY W/ CELLAR A=9 SCALE: 3/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION z "LTP4" BY SIMPSON STRONG TIE SGAL& N.Te. OF 6ALV. METAL STRAP o16" O.G. (MODEL " C520") N 9 LEST OF DRAWN c" S NEW RESIDENCE � LU W A-9 COVER PAGE o off. FOR1iA-Z FOUND.�Do PLAN, GENERAL ® S, LEGENDD � P Q A-3 FRRS FLOOR PLAN P1 Z LU STEKA � DISLU oz -� -®® �o�� - ��o - A-5 FRONT & REAR ELEVA5�RONS m LU A-6 SSE ELEMA BONS 00 Of 0 39595 MAIN ROAD A-/7 SECTROt� "A-A", PLUMBRNG RRSER DRA. w af ORIENT POINT, NY 11957 A-8 D �'llAllbS 7 � a A-9 PRAMIINNG CONNECTORS DETAIIb SHEET LU COMPLIANCE STATEMENT: BUILDING CODE ANALYSIS THE MECHANICAL, ELECTRICAL, & PLUMBING SYSTEMS OF THIS PROJECT CONFORM TO THE MECHANICAL, ELECTRICAL, & PLUMBING CODE REQUIREMENTS OF THE RESIDENTIAL CODE a' a OF NEW YORK STATE. w 1 . REFERENCE STANDARD: Wa Eo FRIAAMECCAN NO�RESTO & PNAPERUAL oR ONE AND TWO FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS 1995 EXISTING 1ST. FLOOR:Fi WIND EDITION lid 2. FLOOR AREAS: yatannny�y EXISTING 2ND. FLOOR: �'yi'G PROPOSED 1ST. FLOOR: TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL 1995 HIGH WIND EDITION w a PROPOSED 2ND. FLOOR: NAILING SCHEDULE a W GARAGE AREA: o JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING �"'6 E N 5' PORCH AREA: 1f e5W BUILDING HEIGHT: 4 LICENS�nY4 ROOF FRAMING WALL SHEATHING o < W 3. DESIGN CRITERIA: Rafter to Top Plate (Toe-nailed) (Table 3.3A) 3-8d per rafter Stuctural Panels 8d 6 edge/ 12"field 1 0 GROUND WIND SEISMIC SUBJECTTO DAMAGE FROM Ice shleltl II Winter an DESIGN Frost line Dazign mment Flpptl Ceilin Joist to To Plate Toe-nailed p LOAD SPEED(mph) CATEGORY Weathering tlepth Tsgnim Decay Temp qulretl hazards 9 P ( ) 3-8d perjoist Fiberboard Panels as tzg c sasare 3'-g' topHea to mlolgaeaie tt Y84 isles (Table 3.3A) 7/16" 6d 3"edge/6"field Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d each lap 25/32" Bd 3" edge/6"field CEILING LIVE LOAD: 20 P.S.F. (Table 3.7) Gypsum Wallboard 5d coolers 7"edge/ 10"field Ceiling Joistto) ( Laps Over Partitions 6-16d each lap w 2ND. FLOOR LIVE LOAD: 30 P.S.F. (Face-nailed) (Table 3.7) Hardboard Bd 6°��tlge/ 12"field 1ST. FLOOR LIVE LOAD: 40 P.S.F. Collar tie to Rafter(Face-nailed) 3-8d per tieI EXTERIOR DECK LOAD: 32 P.S.F. (Table 3.4) Particleboard Panels Bd 6"edge/ 12"field SNOW LOAD (ROOF): 32 P.S.F. Blacking to Rafter(Toe-nailed) P_8d each end Diagonal Board Sheathing WIND LOAD: 37 P.S.F. (120 MPH) SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) Rim Board to Rafter(End-nailed) 2-16d each end 1"x6"or 1"x8" 2-8d per support AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. WALL FRAMING 1"x10"orwider 3_gd per support FLOOR SHEATHING SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to Top Plate(Face-nailed) S 2-16d per foot m Structural Panels STRUCTURAL ELEMENTS, & LOAD PATHS Top Plates at Intersections(Face-nailed) 4-16d joints each side V or less 8d 6"edge/ 12"field 4. EGRESS WINDOW SCHEDULE: Stud to Stud (Face-nalled) sroardSter hanY' 1od s"edge/s"field a 2-16d 24"o.c. WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Diagonal Board Sheathing OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) 16d edges along 1"x6"or 1"x8" 2-8d per support edges 1"x10"orw1der 3-8d per support MODEL# CLEAR OPENING I MODEL# CLEAR OPENING Top or Bottom Plate to stud (End-nailed) 2-16d per 2x4 stud TW 3046 5.7 S.F. 3-16d per 2x6 stud Z TW 3052 6.64 S.F. 4-16d per 2x8 stud 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. y a If wall sheathing is nailed 3 inches on-center at the:panel edge to obtain higher shear capacities,nailing Z m Bottom plate to Floor Joist, Bandjoist, 2-16d per fool requirements for structural members shall be doublled, or alternate connectors, such as shear plates, r w rm c x NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED Endjoist, or Blocking (Face-nailed) shall be used to maintain the load path. WITH AN ASTERISK (*) ON FLOOR PLANS FLOOR FRAMING 2. When wall sheathing is continuous over connected) members, the tabulated number of nails shall be a v o o ��' rUii permitted to be reduced to 1-16d nail per foot. Joist to Sill, Top Plate of Girder(Toe-nailed) 4-8d per joist 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional z 5. N.Y.S. ENERGY CODE: requirements. s Bridging to Joist(Toe-nailed) 2_8d each end a REScheck Compliance Certificate Blocking to Joist(Toe-nailed) 2-8d each end ~ New York State Energy Conservation Construction Code Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block 0 `o REScheck Software Version 3.5 Release le FASTENERS FOR ASPHALT ROOF SHINGLES Ledger Strip to Beam (Face-nailed) 3-16d each joist n COUNTY. Suffolk Joist on Ledger to Beam (Toe-nailed) 3-gd perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be (n galvanized steel, stainless steel, aluminum or copper roofing nails, r"'I W 119 STATE: New York /-IperQ DD: 5750 Band Joist to Joist(End-nailed) 3-16d joist minimum 12 gage [0.105 inch (2.67 mm)] shank with a minimum 3/8-inch InN T (9.5 mm)diameter head, ASTM F 1667, of a length to penetrate through o CONSTRUCTION TYPE Detached I or_Family Band Joist to Sill of To Plate Toe-nailed perfect `� P ( ) 2-16d P the roofing materials and a minimum of 3/4 inch (19.1 mm)into the roof (c/j O sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) nl�f3 O COMPLIANCE: Passes thick, the fasteners shall penetrate through the sheathing. Fasteners ROOF SHEATHING shall comply with ASTM F 1667. i o Maxnnwn UA=383 §RR905.2.6 Attachment.Asphalt shingles small have the minimum number v Structural Panels 8_d 6"edge/12"field Your}Tome UA-38_ Ey 0.3%Better Than Code(UA) of fasteners required by the manufacturer. For normal application, � Gross Glazing Diagonal Board of asphalt shingles shall be secured to the roof with not less than four ,o 1"x6"or 1"x8" 2-8d per support fasteners per strip shingle or two fasteners pier individual shingle. Area or Cavity Cont. or Door 1"x10" orwider 3-8d per support 1 Perimeter R-Value R-Value U-Factor UA P PP Where the roof slope exceeds 20 units vertical in 12 units horizontal w CEILING SHEATHING (20:12), special methods of fastening are reqluired. Ceding I: Flat Ceiling or Scissor Truss 1122 38.0 00 34 Wall 1 Wood Frame, 16" o.c. 2300 13.0 0.0 154 Gypsum Wallboard 5d coolers 7"edge/10"field EXCEPTION: Asphalt strip shingles shall have a minimum of sixes r" a a Window 1: Wood Frame Double Pane 325 0.340 IH] fasteners per shingle where the roof is in one of the following Door ) Solid 60 0540 32 categories: Door 2 Glass 40 0.340 14 __ a l ° 1 0 Floor 1: All-Wood Joist/Truss: Over Unconditioned Space 1122 30 0 0 0 37 1.The basic wind speed per Figure RR301..2(4)is 110 miles per )- - hour(177 km/h)or greater and the eave is 20 feet(6096 mm)or 'I o COMPLIANCE STATEMENT: The proposed building represented m this document is consistent with the higher above grade. �`-=-"j o I Z building plans, specifications,and other calculations submitted with this permit application. The proposed 2. The basic wind speed per Figure RR301.2(4)is 120 miles per hour "' systems have been designed to meet the New York State Energy Conservation Construction Code requirements. (193 km/h)or greater. m When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of 3. Special wind zones per Figure RR301.2(4). I'_ M J hisAier knowledge, belief,and professional judgment, such plans of specifications are in compliance with this Code N � t=1 c Z Builder/Designer Date o WF N Me U Q LL GENERAL NOTES L CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS AT THE C 51TE PRIOR TO 5TARTING TO WORK AND SHALL FAMILIARIZE IAJ HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK d Z rn AGREE WITH SAME. X F 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR U TO STARTING ANY WORK. N d g 3. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, 3 0 PERMITS, CERTIFICATES OF OGGUPANGY, INSPECTION APPROVALS, Q ETC., FOR WORK PERFORMED FROM A6ENGIE5 HAVING JURISDICTION 0 z z THEREOF, IF REQUIRED. W > w 4. ALL WORK SHALL CONFORM TO N.Y.S, GONSTRUGTION CODE AND ALL w z LOCAL RULES AND REGULATIONS. W N v 5. ALL METHODS OF CONSTRUCTION INGLUDIN6 FORM WORK AND Q vi PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY ' y r > THE GONTRAGTOR. H p Z U a 6. IF IN THE COURSE OF GON5TRUGTION A CONDITION EXISTS WHIGH m La }o DI5A&REES WITH THAT A5 INDICATED ON THESE PLANS, THE m CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARGHITEGT W = 30 OR ENGINEER. SHOULD HE FAIL TO FOLLOW TH15 PROCEDURE AND G 60'-6" CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY THEREFROM. Q miv 4,_g, 21,-4„ T. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM N N Nv SOIL PRESSURE OF 2 TONS PER 50. FT. AND SHALL HAVE A Z W Z (2) 2x6 GGA ,Q MINIMUM OF 3'-0" of COVER. W ][ N z 1 Z a 8. ALL S, KALL5 SHALL TI 2500 P51 CONCRETE AT 2g DAYS FOR V. SLABS, WALLS AND FOOTINGS. � Z 2x6 WA DJ. 9. ALL POURED CONCRETE FOOTINGS ARE TO BW A dWk E REINFORCED WITH ® 1600, (2) R5 REBAR HORIZONTAL CONTINUOUS. N `P 10. ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR N0.2 AS FOLLOWS W Y UNLESS OTHERWISE NOTED: /// %%%%//� BENDING STRESS = II50 psi (SINGLE) pi 2g / BENDING STRE55 = II'15 p51 (REPETITIVE) Q E = 11300,000 H rn // w IN v II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE WIN (2) 2" X 6" UNLESS NOTED OTHER4I5E. 8"x&'-O" POURED CONCRETE 12, DOUBLE _1015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND ry FOUNDATION WALL ON I6"xl2° AROUND ALL OPENIN65. PROVIDE BLOOKIN6 UNDER ALL PARTITION ^b�lsp It POURED GONG. FTS. REINF W/ 4" POL RED GONGRETE SLAB / % ///,777///7=7/ / /%/%% / / %/// / WALL5 RUNNING PERPENDICULAR TO JOISTS. $ (2) #4 REBAR, ON UNDIST. SOIL O REI F. W/ 6x6 - WL4xN[A 3'-O" BELOW GRADE MIN. WELDE WIRE MESH ON WELL / / a - g"xlb"xg" P.G. FOUNDATION a GO ACTED POROUS FILL 13. ALL STRUCTURAL P05T5 ARE TO BE SOLIDLY BLOCKED TO TOP OF g WALL ON g"x16" P.G. FTC. / 3 u G % REINFORCED WITH (2) #4 REBAR FOUNDATION WALL OR SUPPORT COLUMN BELOW. z W O o %/ %%///// BEARING ON UNDISTURBED SOIL / v CELLAR 6-O" BELOW GRADE MIN. j 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL 0YP5UM GO. 1/2" THICK J �j!� o j G02 I`I g° STEP FOOTING j UNLE55 OTHERWISE NOTED. '�6�5 IM w-w i 1:2 MAX.5 O LICENS 15, INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD 0 ED SND5 AT 16" O.G. WITH 1/2" GYPSUM BOARD BOTH SIDES UNLE55 6'-6" 3 5'-3' _q) 3'-T' 6'-I 64. 4'-6' OTHERWISE NOTED. / / o Ib. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-g" HIGH X _I li -0 (4) 2x12 (4) 2.12 (3) 2.12 (4) 12 (4) 2x12 1-3/g" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. 0 IJL / IT. ALL MOLDINGS AND TRIM SHALL BE STAIN GRADE. 4 / 500 x? ry -w' / Ig, PROVIDE 6-6" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. GOLLAR OF CRUSHED STONE 43 El (50 CAL. OAP) SET IN 12" 3-1/2" DIA. STEEL COLUMN x 200 AMP / Tfl 4" POURED CONCRETE SLAB / Q i'i. ALL WINDONLS SHALL BE DERMA-SHIELD INCLUDING DOUBLE- PERFORATED DRYWELL n ON 24"x24"XI2" POURED. ry Q EI-EGTRIG / REINF. W/ bxb - WIAXHI 4 �Fi INSULATED GLA55, INSECT 5GREEN, 6 JAMB EXTENDERS AS REQ'D, STORM DRAIN W/ - / GONG. FTG. W/ 1/2" TOP 6 .y LL m BAKER WELDED WIRE MESH ON WELL AS MANUFACTURED BY ANDERSEN WINDOWWALLS OR EQUAL. BOT. BASE PLATE5, BEARING L 5'"D COMPACTED POROUS FILL i ON UNDI5T.501L. (10) TYP. 20. ALL ELEGTRIGAL WORK SHALL BE BOARD of FIRE UNDERWRITERS APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. g" POURED CONCRETE 2x10 FJ.OIC° O.G. G 20'-0 4 21. ALL PLUMBING SHALL BE IN STRICT AGGORDANGE WITH THE N.Y.5.POURED ¢ FROST WALL ON Ib'xl2" m`�� � � � x / FTG. REINF. W(2)#4 % �IT { (2) 2x10 g m m / BUILDING CONSTRUCTION CODE. z G Q ON UIJDIST. SOIL, j 2x10 FJ.016" O.G. G.P 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN U X PROVIDE 5/g" FIRE RATED / / //%///,i CONSENT TI THE ARCHITECT OR ENGINEER WILL NEGATE THE N U Q 6YP5UM BD. O GEILIN6 CERTIFICATION OF THESE PLANS. n ABOVE FURNAGE N ry - 'I HOUR FIRE RATED" cV 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS c O O AND / OR OBSERVATIONS OF THE GON5TRUGTION. w -5 27 � o N ¢ 2'-0 13'-0° 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE S 5GALED DIMENSIONS. HTR 2x10 P.J.016"O.G. �! .-fid. 25. THE OWNER SHALL SELEGT ALL FINISH MATERIALS AND COLORS. G.P. I G,P 26. THESE DRAWINGS A5 INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARGH17EGT OR ENGINEER WHETHER $ z 2xg G.O.A. LEDGER BOARD THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. z THEY ARE NOT To BE USED ON ANY OTHER PROJECTS OR EXTENSIONSN o 0 o TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH z m N a APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. r 8 m 0 x (2) 2xg J (2) 2x ZI. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND 'p p a S V (2) 2xg G.G.A. G.G.A. �"o�c (3) 2xg G.G.A. c7 (2) 2xig G.G.A. GGA. \ UNDERPINNING AS NEGE55ARY OF rn THE EXISTING GONSTRUGTION ¢ w m w THROUGHOUT GONSTRUGTION OF NEW FOUNDATION AND GIRDERS. a m m D ¢ r 5'-9" 5'1'," 10'-6° 6'-9' 5'11° 4'-6" I'-4° 6'-4" I'-6" g'-4" I'-4" 25. DOUBLE MIGROLAM5 TO BE NAILED T06ETHER WITH TWO (2) ROWS 16D COMMON WIRE NAIL AT 12" O.G., a MASONRY OPENING MA50NRY OPENING r 29. ALL TRIMMED AND FLUSH GONNEGTION5 BETWEEN JOISTS, POSTS, OR 2 RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE w FASTENED U51NG GALVANIZED METAL HAN6ER5 BY '51MPSON STRONG °6 b"xb" G.G.A. POST ON TIE' OR APPROVED EQUAL. LIR Ig' DIA. POURED GONG. Q �I 30. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO �J FOOTING, Y-O" BELOW ORDERING 6 INSTALLATION GRADE MIN. ON UNDI5T. (� SOIL, (5) TYPICAL. 31. THE CONCRETE FOR THE FOUNDATION 15 TO BE AIR-ENTRAINED, IN n^n AGGORDANGE WITH 5EGTION R402.2 OF THE RESIDENTIAL CODE OF NEW YORK STATE 32, PROVIDE HANDRAILS AND GUARDS FOR OPEN SIDES OF STAIRS b �/ WITH A TOTAL RISE OF MORE THAN 30 IN. IN ACCORDANCE WITH SECTIONS 8315 AND 8316 33. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE �+ �Ay FLAN WARM-IN-WINTER 51DE OF THE INSULATION IN ALL FRAMED FOUNDATION PL/ `N WALLS, FLOORS AND PE, IN ACCORDANCE NCE W IN6SEC ELEMENT OF. / 1 THE THERMAL ENVELOPE, IN ACCORDANCE PI SECTION ENT 34. MIN. PIPE INSULATION 15 To COMPLY W/ TABLE 5045 of THE ENERGY CONSERVATION GONSTRUOTION CODE n^n 35. THE EXHAUST SYSTEM OF THE GLOTHE5 DRYER 15 TO BE INDEPENDENT OF ALL OTHER SYSTEMS AND 15 TO MEET THE REQUIREMENTS IN M1501. 36. STAIRWAY ILLUMINATION IS TO BE IN AGGORDANGE W/ 8303.4. THE LIGHT p 51,1ITGHE5 ARE TO BE LOCATED AT THE TOP AND THE BOTTOM OF EAGH STAIRWAY. ¢ U 3T. GROUND-FAULT INTERRUPTER PROTECTIONS ARE TO BE PROVIDED FOR KITCHEN, Lg BATHROOMS AND ALL GIRGUIT5 LISTED IN SEGTION E3502 LEOEND a n NEW GONSTRUGTION A A-I SECTION MARK ��_ 2x6 RR FOUNDATION WALLS FRAMING NOTATION O Z 05p SMOKE DETECTOR EXHAUST VENT x OF 9 G.P. GIRDER POGKET m cv Ld W Z 1,f/1 Z �J W H d Cf, N N r ' L o C) zZ Q I'-10" 2'-10° W m z W W = N N i F- o z ❑ m W a 8 m H r rn W = oT 2-1Y0052 5106. TN124210 a m 3 1/2'x9 1/4"PARALLAM (2)2x12 ❑ N N _Z W W w DYV. w Y z N - FAMILY EATING g KITCHEN LLJ Z ROOM AREA cN m_ Z • O ci- W SD O x O ° e Y o OPi ry LL NO F m � w 0 _ LAUNDR .q GO (2)2x10 r /2XIO FJ. A Ana ❑ ^ REF.. ` ON ....... .. (2)2x12 S 4 4x4 P05T I " . ..,.. ry 266 2x10 RIDGE Q 4 z W (3)2x10 UNDER PARTITION FROM ABOVE o ^ GL. (2)Arlo 5-0' 4" ' C3)2x10 /) `r (3)2x10 ^ "4 m a 2x10 UNDER PARTI11oN , I o / I r��� •: 5� LL U V UCENSEO 20'-4" O 2x10 PA.616'OG. """ 2x10 F.J.016" O.O. O • • o O 21-0" 41 -I �.. 3'-0' 4" , `P BA PROVIDE MODEL ° II Q 5D O K SD O a ; v O HII5IMMP50N® '� a m (2)2x10 Mn F GIRDER END \ `a(2) 2x& L I V'I NC4x4 4x4 TH204Lo xb F05T ROOM f P05T POST 2-4" 2 ^ 8'-0' x 8'-0" GARAGE DOOR 8'-0" 8'-O" GARAGE DOOR �R D NI NC (2 13/4" X 9 I/2" M.L. (2 3/4" X 9 1/2" M.L. 2x10 F.J.016" o.c. ROOM ' 4xb P05T PROVIDE MODEL V. HUc210-2 Br (2)2x12 (2)2x12 0 51 0 ....... m .... : v s (3)2x12 N I/2"PLWD. 2-TV0052 r` rn w FLITGH PLATE /� 2 x b R.R _ oL-il V r'v 16'O.G. °p o U N \ PORCH 4 a v u m -i (2) 2x10 • (2) 2xIO w o (2) 2x10 (2) 2.10 z 51-W 10'-0" 5'-6" d ril 21'-0" z m a 8 m 60'-51 z z 0 a ! � IR T FLOOR PLAN POST RCH: 25R5P. 50.FT. PORCH: OO S.F. R n n l =J SCALE: I/4"= I'-O" HEADER 5GHEDULE ALL MATERIAL FOR HOOD FRAMING f HAVE A MINIMUM fb OF P.S.I . NOMINAL LUMBER SIZE: SPANS: (5) 2x8 UP TO 4'-O" z (3) 2x10 4'-O" TO 6'-O" U (5) 2x12 6'-011 TO 51-011 POSTS SHALL BE 4x4 (NOMINAL) rn *NOTE: ALL SIZES GALLED OUT ON ANY OF THE FOLLOHIN6 DRANIN65 HILL SUPERSEDE THE SGHEDULE. �� 3. s 11Z = OF 9 N ci CE a z d O d coY N N o � = Z 40'-0^ Q `� LLJ CDN w V U w y V � a z l'-6" 10'-8' lo'-4' 6'-6" m W m H 3 A La 2-TW3046 03 (2)2x12 111/2'PLHD.FLTGH PL Q m„ (2)2x12 W In'PL14D.FLTGH PL (2)2x8 . ,. 2-TN3046 Z Ix 2w G.J. DBL.G.J. 6 O.G. LLI LLI g 2-0" '1'_g" Z "' a ATH o MASTER a z = W o sD '� = BEDROOM T N (V 7 LIN ° 20 G.J. 9 e 16°OL. :� A ',,., :„ , , i., ID 418 m w 4.4 GOO 44 O o p n00AUSu 05T 1,05T 5D ( 2x12 FLIJ5H I-ADEf A • Q 2x12 RIDGE - 2x12 R106E p Q y $ v 5D O v Ff e �fdfl, +7iIM `�5yo LICENSE�Q� 2- 34 o 2xb GJ.. 2x8 GJ. 1' W.I . I u: a 16.O.G.. aI6°OL.. 0 0 2' BR. #I V-1 51 RAILIINe SD O m 5D O -ion 2x8 G.L BR. #2 a 16"OL. n o a, N VOL.G.J. B "r DBL G.L O.G. , m Z W m i - (2)2x12 H In"PLHO.FLTGH R.. - (2)2x8 (2)2x12 H 1/2"PLHD.FLTGH PC.` a 2 TNB046 2 TY13046 ri N b1411 Ill-oll Ill-01 61,611 N K � } s ad 351-0' Z m a 1 K t W K LJ V H Z O / Za aW / SECOND FLOOR PLAN `N 5EGOND FLOOR: 1,103 50.FT. b SCALE: I'-O" �� z (A a U O C d N 0 A=4 Z W W OF 9 Y� Z n Vl a CL co ASPHALT ROOF 5HIN6LES N N Q Er 3 0 O 4+ Z 0 W HORIZONTAL CEDAR SIDING Q (4" EXP05URE) W y 7 a TA.PLA ch F _ La a o M W y o 12' 12" F=MF m 3 m 3LEJ A _ EMU 9 Z W2 ANDERSEN DOUBLE HUNG WINDOWS H/ 2" TRIM, WOOD 6RILLE5CD 412" HIDE 5HUTTER5 (TfP) 2ND FLOG Z W ® ® � ® w 15TF a y°l3nlGlSv,,�,Y' 4 O�y1. 11 eW W mm ~6d,C IM 'w o + Ic ks D o � 1 w TOP OF SLAB 11 REAR ELEVATION n - 5GALE: 1/4"= 1'-0" Y WJ m 6 ri N m � U ASPHALT ROOF 5HIN6LE5 0 N K a a HORIZONTAL CEDAR 51PINO _ (4" EXPOSURE) Z TA.PLATE N c ti m _ F 12 12. 12' v P m a a ® ® ill—AL ® j12—�g ANDERSEN DOUBLE HUNG WINDOWS W/ 2" TRIM, WOOD 6RILLE5 _ ® 412" WIDE SHUTTERS (TYP) F �) m r- J a z 2ND FLOOR METAL GLAD FA5GIA, 4 VENTED VINYL SOFFIT I 1110 FM 6"xb" WOOD COLUMN — _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ v� Ing 'NRNGRAFT' MODEL-3068 (TYP) ® ® - -- _ -- - ---- ol 173 Flol PAINTED HOOD RAILING 4 SPINDLES _ _ _ _ _ __ _ __ _ Ll � � no Im 10 10 7 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ■ 1ST FLOOR nnp� Y z V f m '4 U K d f/1 TOP OF 5LAB FRONT ELEVATION o �1 Z OF 9 C3 w a Z ,. z F� ® ^� CL _ N ; 12 O Zz l� W � � ry WV) � u T.O.PLATE Q I N F � 0 ® ® A DERSEN DOUBLE HUNS, m WINDOWS W o W/2" TRIM, WOOD GRILLES >o ~ S 12" WIDE SHUTTERS (TYP) m a W V a n ms m RIZONTAL CEDAR SIDING N y N� 12 (4" EXPOSURE) ZW Z Q4 )[ W o = 2ND FLOORCD Z N tL METAL FASCIA, Z 4 VENTED VINYL SOFFIT W VINY 12" N n W O W 6"xb" WOOD COLUMN "NRNGRAFT' ~ n MODEL-3068 (TYP) L� PAINTED WOOD RAILING 5 FLOOR 6 SPINDLES aol.3mua�o INN > _ I � w O 4 O rs LICEN54� o � TOP OF 5LAB _II 2i RICHT SIDE ELEVATION SCALE: 1/4"= 1'-0" o m z a0 U S N 12 12 HORIZONTAL GEDAR SIDING ® �, (4" EXPOSURE) I z' T.O.PLATE r c_ d1 d m a g _ 12" U 8 m o 6 ANDERSEN DOUBLE HUNG WINDOWS $$' o of 5 ~ U W/ 2" TRIM, WOOD GRILLES — 12 $12" WIDE 5HUTTER5 (NP) 12 12 ry o 4 F777-- ~TW 2ND FLOOR 1==J METAL GLAD FAEGIA, VENTED VINYL SOFFIT o lel 61x6" WOOD GOLUMN G/1 1TURNGRAFT' MODEL-3068 (TYP) PAINTED WOOD RAILING - 6 5PINDLE5 5T L==J z f 4 � a rt U O K d N TOP OF n LEFT SIDE ELEVATION rr_ry S=ALE: I/4"= I'-O" N OF 9 C3 d LLI Z cv Z F J s �L4 a No CL N o� Z = w > N = W y M:3 Con i I-- C-) a W o m H a m = 3 3lIx 8w a V) yCE 2x6 G.J. ® 16" O.G. Z Ld 0 (R-38) BATT. INSULATION 12LLI 1/2" GYPSUM BOARD Y Z g = 12 -2x4 DOLLAR TIES ® J O.G. 'IW 240# ASPHALT ROOF SHINGLES ATTIC f OVER 15# FELT PAPER 1/2" OX SHEATHING, 2x10 R.R. ® 16" O.G. N r o] TO.PLATE HORIZONTAL CEDAR SIDING (4" m EXPOSURE) OVER 15# FELT, 1/2" GDX PLYWOOD SHEATHING, (2) 2x4 12" OVERHANG W/ Ixb ALUM. GLAD TOP PLATES, 2x4 ANO.G., DS ® 16" to (I) 2x4 BOTTOM PLATE, 3 I/2" (O.G.,) LJ FASCIA C VENTED VINYL SOFFIT BEDROOM #I BATT INSULATION, k 1/2" GYP. BD. Q m BY BEDROOM #2 01VER 514'OGDXELECTION PLYHD. 5UBFLOORR lot 2x8 LEDGER BOARDS FAS D 2%IO FLOOR JOISTS ® 16" O.G., TO WALL STUDS W/ I/2" - 12 1/2" GYPSUM BOARD DIA, x2 1/2" LAE BOLTS ® 1 O.G. Qq 3 = ST,46GERED H/ MODEL LU2 240# ASPHALT ROOF SHINGLES OVER 15# 2ND BOOR R HAN6ER5 BY 51MP50N FELT PAPER, 1/2" GDX 5HEATHIN6g , 2x6 ROOF Z O : e AFTER5 ® Ib" O.G. TEGO FASTENED TO 2x8 LEDGER, 2x6 GEILING JOISTS ® 16" O.G., TECO (3)2x10 FASTENED TO 2x8 LEDGER ® WALL, d 1/2" EXtic NS T. ¢"y= GRADE PLYHD. ♦ lIC[ HORIZONTAL GEDAR 51DING (4" EXPOSURE) OVER "TYVEK' HOU5EHRAP, 12" OVERHANG W/ Ixb ALUM. GLAD 1/2" GDX PLYWOOD SHEATHING, (2) 2x4 FASCIA E VENTED VINYL SOFFIT TOP PLATES, 2x4 STUDS ® 16" O.G., KITG EN DININ ROOM (U 2x4 BOTTOM PLATE, 3 I/2" (R-13) 'TURNGRAFT" 6x6 COLONIAL PORCH o � I L4 BATT INSULATION, 6 1/2" GYP. BD. 4 Q POST, 306H OR APPROVED EG3UAL. •II o WOOD RAILING 6 5PINDLE5 5/4" x 6" G.G.A. DEGKIN6 OVER 2x6 G.G.A. FLOOR JOISTS 0 Ib-'O.G FINISH FLOOR SELECTION BY OWNER TEGO FAST. TO 2x8 G.O.A. LEDGER OVER 3/4" GDX FLYWD. 5UBFLOOR BOARD 6 (3)2x8 GIRDER 2x10 FLOOR JOISTS ® 16' O.G., W/ GRO55 BRID611,15 ® MID-SPAN, 2x1O 15T F1 OOR RIM JOIST ON (2)2x6 G.G.A. SILL PLATE p BOLTED ® 23" O.G., W TERMITE SHIELD - BOT.FJ (3)2x6 H/ R-30 BATT. INSULATION T GGA 6"xb" G.G.A. P05T ON IB" DIA. POURED GONG. FOOTING, 3'-0" BELOW ROE C(/ GRADE MIN. ON UNDIST. SOIL, (5) TYP. VENT c } VENT m 5"xW-O" POURED CONCRETE 5' Ci a BA5EMENT FOUNDATION HALL ON I6"xl2" m m to ti POURED GONG. FTG. REINF W/ (2) ROOF N #4 RE5AR, ON UNDIST. SOIL VENT ROOF 1 VENT o ' 4" POURED CONCRETE SLAB REINF. J H/ 6x6-WI.4xHI.4 WELDED WIRE MESH TOP 5LAB a a ON WELL COMPACTED POROUS FILL 3-1/2" DIA. STEEL COLUMN ON 24"x24"xIH" ''+/�i. ✓/.. ✓/i " ✓/r� /. POURED GONG. FT6. H/ 1/2" TOP $ BOT. BASE PLATES, BEARING ON UNDIST. SOIL (i) TYP. B. B• 3• BArIiROOM LAUNDRY 2 ROOM BATHROOM G 2. z' mim } a 5EGTION A-A a U Z us SCALE: I/4"= I'-O" FAv rLT rLr LAV a a o rb c a w NB NB wM. FLOOR I- 2ND FLOOR DRAIN Z a z W BAhiROOM �� Zi. "ii �" KITCFIEN � N TLT LAV SINK Q owl 15T FLOOR 3" Y" 2" B. P. 2'� Go (TYP) pjy TO SUFFOLK G.O. G.O. I G O COUNTY APPROVED SEPTIC SYSTEM 1==1 Y I �Ly F 6 U BASBENT o a a R PLUMBING RISER DIAGRAM A_7 N.T.S. 0 z OF 9 FRA INO FDETAILS Z � J g W a momm� O x� SINGLE OR DOUBLE STAGGER JOISTS 4 IN. OR (n o U5E SPLIGE PLATES Q TOP PLATE GUT PLATE TIED WITH 25 GAGE SEE SEGTION 8602.3.2 d � z STEEL AN OR EQUIVALENT W > N� W y TOP PLA FIREBLOGKINGN ? AROUND PIPE HEADER m LU a a a m SEE TABLES R5O2.5(I) a � JACK STUDS AND R502.5(2) 2"xb" DEGKING ,OVER GCA Lu V TRn OR IN DECK "2x" JOISTS ®16" O.G. "2x' GGA. LEDGER BOA d' pm �. b"xb" SOLID WOOD (SEE PLANS FOR 51ZE) ND WALL STUDS P05T (PRESSURE TREATED) SEE SECTION 8602.3 ®I6"LAC, BOLTS z V) y BORED HOLEMAX. Lid DIAMETER 40 PERCENT )[ W o = OF SND DEPTH o Z N a 5/b IN. MIN.TO ED6E BOTTOM 5OLID BLOGKING o Z PLATE (2) 2"xb" G.G.A. FLUSH HDR. W 5/b IN.MIN.TO ED FLOOR JOISTS W/ (2) THRU BOLT SUBFLOOR EACH POST (PRE55URE 4' N SILL PLATE -- -- -_ FOUNDATION "SIMPSON" POST Q m CRIPPLE WALL BASE OR rGUAL , --- -- TREATED) T\<—,/\7N/ aSEE SECTION R602.9 I- %/\ }IxORS ® EACH JOISY•\%\/\%\%\ / /j\�\\/\\\\ EXCNOTCEB7 25H METPERLNOT ENT L——— — —— ———— — FOUNDATION WALL STl1D5 3'-O'"(MIN) BELOW GRADE5 DRAINAGE GAP\\/\/\/ OF 5TUD DEPTHUMINUMj\IASHIN ANCHOR BOLTS EMBEDDED IN ,�..-A BORED HOLES SHALL I IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. ` `\ uumm� NOT BE LOCATED IN THE Vlr HOLE 15 BETWEEN 40 PERCENT AND DIAGONAL BRACE SAME CR055 SEGTION OF 60 PERCENT OF STUD DEPTH,THEN 51M LET INTO 5TUD5 GUT OR NOTCH IN SND 5UGGE551VE�STUDS ARLE AND E DOUBLED AANND 50 CORNER AND PARTITION POSTS dam"' 9 y BORED TYP. DECK SECTION 4L& o APPLY APPROVED SHEATHING OR BRACE 5GALE: 5/4" =P-o" % LICEN5E0 NOTCHING E BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH I IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER o a SCALE: N.T.S. APPROVED METAL STRAP DEVICES INSTALLED IN I @ w ACCORDANCE WITH THE MANUFACTURER'S d' SPECIFICATIONS. 5EE SEGTION R 6012.10. I TYPICAL FRAMING DETAIL SCALE: N.T.S. U SIDING TOP PLA L WIND SNE PLYWOOD SHEATHING dHNIT TL,\ i m I I FINISH WALL U ID NO NOTCHES g U Y If, MAXImo— PERMITTED ' ° IDTN N U NDD/b MAX. FLASHING 5" m_ a ti i N "x3" VINYL COATED WOOD (CASING o d BORED HOLE MAX. (TO BE REPLACED OR REPAIRED OFSTUD DEPTH RGENT FLOOR -1015T - CENTER CUTS HEADER AFTER EACH INSTALLATION) i D "x2" WOOD 5PAGER 5/b IN. MIN.TO ®6E 5/5 IN.MIN.TO 1 #b WOODD/4 MAX. V2-1/2" 5(CREW ®S T, O.G. 4 I INTERIOR T CASING L ° PREDRILLED FASTENING D Z rm m } m X HOLES ® W O.G. LD/4 MAX. I D w z m <F PERCENT I/2" COX PLYWOOD ` a p p w w EXCEED 25 y NOTCH MUST NOT STRUCTURAL PANEL O < w s w C? OF STUD DEPTH FLOOR JOIST - END GUTS O h Y, Z D a BORED HOLES 5HALL NOT BE LOCATED IN THE SANE CR055 SECTION OF MAX. D FROM GUT OR NOTCH IN STUD SUPPORT I I II O o I I 0 v NOTCHED d BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS D/3 MAX I FIN15H SILL M^ILO T° SCALE: N.T.S. I/2" COX PLYWOOD STRUGTURAL PANEL o 4 RAFTER CEILING JOISTS (802.6) STOOL EXTERIOR OR BEARING WALL PREDRILLED FASTENING INTERIOR HOLES ® 9" O.G. GA51NG NOTCH GREATER THAN 50 WOOD CA51NS PERCENT OF THE PLATE WIDTH 16 GAGE (0.0054 IN) AND 1.5 IN. WIDE D/3 MAX. �_ i DOUBLE SILL 2-1/2" #b WOOD i METAL TIE ACROSS AND TO EACH SCREWS ® 9" O.G. I SIDE OF THE NOTCH WITH b - Ibd i NAILS EACH SIDE. I"x2" WOOD SPACER 1 �� Q INL Cw PIPE OR CONDUIT L I"x3" WOOD CASING y a 2 IN. MIN. FROM TOP AND BOTTOM OF -1015T D (ACTUAL DEPTH) TOP PLATES PIPE PLYWOOD SHEATHING TYP. NOTCHING DETAIL TOP PLATE FRAMING TO ACCOMODATE PIPING SGAL.E: N.T.S. WOOD STRUCTURAL PANEL DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL SCALE, 3"=1'-O" � SCALE: N.T.S. SCALE, N.T.S.NTs y OF 9 ROOF TRUSS PLANS EXAMINER NOTE: ROOF TRU55to CONTINUOUS RIDGE VENT V 1114 THESE FASTENERS CONFORM TO THE CONNECTION REQUIREMENTS p: z OF WFGM-c15 TABLE 3.3 8 SECTION 3.2.2.1 ROOF TO WALL ASSEMBL RAFTER GONNEGTOR SEGTION 3.2.2.1 ROOF TO WALL ASSEMBLY (2) (p 16" O.G. ° DOUBLE TRUSS GONNEGTOR a RAFTER OR TRUSS TO WALL STUD UPLIFT GONNEGTIONS SHALL BE INMODEL " H2 ° g 16" O.G. N a a AGGORDANGE WITH THE REQUIREMENTS OF TABLE 3.3 OR TABLE MODEL H2.5 w (A a � SHINGLES AS SPEC. 3.38. WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS DOUBLE o am BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE ° ° J ° o o z z' ROOFING FELT AS REOV TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE g III > o WALL STUD WITH UPLIFT GONNEGTIONS IN AGGORDANGE WITH TABLE ° W y � PLYWOOD DEGKIN6 AS REQ'D 3.3 WALL STUD ° ° e o W y ROOF RAFTERS 9 Ib" O.G. o �2 N rn r >i CONTINUOUS SELF ADHESIVEF- oz NOTE: THIS DETAIL IS UTILIZED m W GE DAM MEMBRANE, 2'-0" MIN. a $ WHEN WALLS ALIGN DIRECTLY DOUBLE m H a r' INSULATION W/ RAFTER. WHENHFN RAFTER AND STUDS TOP PLATE W = a n AS REQ'D DETAIL i S ARE NOT ALIGNED, USE CONNEGTOR5 c \\ IN DETAIL "52" b V ON THI5 PAGE m ' \\ M \\\\ DETAIL ° T " BEYOND RAFTER-TO TOP PLATE CONNECTION 0 16" O.G. fJ! y y RAFTER-TO TOP PLATE TO STUD CONNECTION (2) ® I6" O.G. Z C iE w \ ® UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERSR.R. w 5 UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ . z 2ND Ixb FASCIA I )[ ta o = MODEL " 1-12" 8Y 51MP50N STRONG TIE SCALE. N.T.5. MODEL " H2.5" BY 51MP50N 5TRON6 TIE SCALE: N.T.S. Z a I PREFORMED ALUMINUM I z I WALL STUD W V I PERFORMED VINYL SOFFIT DBL. TO n OF TRU55 CHORD /\1/\ MAY VARY \ m DBL. TOP PLATE PLATE 6ALV. METAL STRAP r I GROWN MOULDING OVER LENGTH "Ix" TRIM BOARD MODEL " G520 " w ^ I DETAIL " U ° (BEYOND) HEADER w BASE PLATE 00 6ALV. METAL STRAP 36'-42' BEGONE) FLOOR INSULATION AS REOV ® I6" O G CUT SHEATHING AS REOV MODEL " 5P4 " RIM JOIST CLEARENGTH 7AM"gam SPAN SIDING OR 5TUGGO 0 12 DBL. TOP PLATE FLOOR JOISTS AS SPEC.- SEE ELEVATION AS REQ'D(SEE PLAN) o (3)10dxl 1/2' NAILS 3 _ WALL STUD " EACH SIDE OF STUD \ r DETAIL " V JACK STUD WALL STUD E12, ND 2ND LENGTH L10ENSED Provide minimum 1' FLR LEVEL _ end distance a zi DETAIL " IN " Equal number of �1 a 14 C)osped led nalls In d each enIST d 11 m FLR PL DOUBLE TOP PLATE TE TO RIM TOP PLATE TO STUD CONNECTION AT 6ABLE-END WALL ® 16" O.G. JACK STUD TO HEADER CONNECTION J015TSTUD TTOBTOP E L TE TO STUD CONNECTION a I6" O.G. MODEL " SP4" BY 51MP50N STRONG TIE 5GAL6 N.T.5. O MODEL " G520 " BY 51MP50N STRONG TIE x ' N.rs. O MODEL "G520 BY 51MP50N 5TRON6 TIE SCALE: N.T.5. I/2" DRYWALL ON GFILIN05 $ WALLS DBL. WALL 2x4 STUDS AT 16" O.G. STUD c^ DBL. WAL OR AS REQ'D c 6ALV. METAL STUD 23" z' m LU FIRST FLOOR e TIE-DOWN RIM JOIST M6 BASE PLATE `e 6ALV. METAL ER INSULATION AS REQ'D _ _ TIE-DOWN MIN.I5" 50.V. (MODEL BP') FINISH FLOOR 6ALV. METAL RIM J015T BASE PLATE I/2" DIA. x 12" ANCHOR AS SPEG. DETAIL " X " COUPLING (MIN V EMBEDMENT) RIM JOIST W/ 6" OF EAGH PLATE SUBFLOOR DBL. TOP El AS REOV. / D ST PLATE 6ALV. META �\ COUPLING (2) 2 x b G.G.A. FLR LVL DBL. WALL SILL PLATE d m DETAIL " Y " STUD o DBL. SILL z a DETAIL " Z " PLATE FOUNDATION 6 - BSMT. FLR PL (2) 2x6 SILL PLATE WALL �n C' a o c o cli d I/2" DIA. x 12" ANCHOR BOLTS FLOOR JOISTS ® 23" O.G. MAX. z AS REQ'D(SEE PLAN) ° ° REINF. CONCRETE 6ALV. METAL TIE-DOWN W/IN 52" 6ALV. METAL TIE-DOWN W/IN 32" ANCHOR BOLT-WASHER CONNECTION ® 24" O.C.O G ALL O OF EACH CORNER OF STRUCTURE O OF EACH CORNER OF STRUCTURE 0 SCALE: N.T.5. 5r-ALE: N.T.5. MODEL " BP " BY SIMP50N 5TRON6 TIE 5GALE. N.T.5, O o GELLAR a a — — — MODEL " PHD2 " BY SIMPSON STRONG TIE MODEL " HTT22" BY SIMP50N STRONG TIE O o Q _—III III—III— APPROXIMATE GRADE M (/� ❑�¶' —III—III—III—III z `J y WATERPROOFING OR WALL STUD VA DAMPPROOFINO A5 REQ'D 12 z 1/2" EXPANSION —III—III—III—III—I ASPHALT COATING (TYPJ LEEND NGTH 124z JOINT MATERIAL - -� �- ST —III—III-III III— 6ALV. METAL LR L STRAP ® I6 O.G. yy LLA 12" GRAVEL COLLAR 116-1 4" GONG. SLAB W/ z RIM JOIST z6"xb" #10/10 W.W.F. 0 0 2x4 KEY WAY (n VAPOR RETARDER (2) #5 KEBABS CONT. 6ALV. METAL 3" PERIMETER DRAIN PLATE FASTENER W/ UNDISTURBED SOIL SEE FOUND. PLAN FILTER FABRIG (MODEL LPT4) a X16" O.G. r-: �+ �d a DBL. SILL PLATE LTP 6a NALL SEGTI ON TWO STORY W/ GELLAR A-9 50ALE: 5/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION Iz- "LTP4" BY SIMPSON STRONG TIE SCALE, N.Ts. F OF 9 6ALV. METAL STRAP @I6" O.G. (MODEL " G520") x N