The URL can be used to link to this page

Home My WebLink About41258-Z o�gUFFO(,fcdG' Town of Southold 6/7/2018 P.O.Box 1179 fi 53095 Main Rd oy ® o� Southold,New York 11971 �Jjol CERTIFICATE OF OCCUPANCY No: 39696 Date: 6/7/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2793 Cox Neck Rd, Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-8-7.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2016 pursuant to which Building Permit No. 41258 dated 12/29/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement covered front porch, rear deck,rear screened porch, second floor balcony, and two car garage under as applied for. The certificate is issued to Schwartz,Justin&Allison of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0037 5/18/2018 ELECTRICAL CERTIFICATE NO. 41258 2/21/2018 PLUMBERS CERTIFICATION DATED 5/20/2018 'tuck Plumbing ho d Signature CFO TOWN OF SOUTHOLD �a coL BUILDING DEPARTMENT N z TOWN CLERK'S OFFICE oy • Q� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41258 Date: 12/29/2016 Permission is hereby granted to: Schwartz, Justin & Allison 166 E 35th St Apt 3G New York, NY 10016 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD, Trustees & DEC approvals. At premises located at: 2793 Cox Neck Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-8-7.6 Pursuant to application dated 11/16/2016 and approved by the Building Inspector. To expire on 6/30/2018. Fees: DEMOLITION $337.60 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,393.20 CO -NEW DWELLING $50.00 Total: $2,780.80 njj) '/ B ' din I wiplektor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,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 $15.00 f Date. I%- lir- k b New Construction: Old or Pre-existing Building: (check one) Location of Property: L ax W c%4- Qb . i ,rvCy__ House No. Street Hamlet Owner or Owners of Property: a�j 5-t 01 -5 AIA-001,➢ SC-ti-U }le-37z Lsuffolk County Tax Map No 1000, Section k%3 Block E Lot Ile Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate f Final Certificate: 9/ (check one) Fee Submitted:$ / Applicant Nnature 50U��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 ® �Q roper.rich ertCaD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Justin Schwartz Address: 2793 Cox Neck Road city,Mattituck st: New York zip: 11952 Budding Permit#: 41258 Section: 113 Block: 8 Lot: 7.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric License No: 3677-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 68 Ceding Fixtures 10 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 14 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 64 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 200A Switches 43 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Range Hood, 3- Bath Fans, 5- Paddle Fans, 15-ARC Fault Circuit Breakers, 1- Combination GFCI/ARC Fault Circuit Breaker. Notes: Inspector Signature: Date: February 21, 2018 0-Cert Electrical Compliance Form.xls Telephone(63 1) -1802 IzaY M 11 76A '.9 P.O.Box 1179 Southold,NY 11971-0959 BUff-DING DEPARTMENT i TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. ��2-,� C'3 D Owner: ,ju1�gyaV A l=i ly sc ' (Please print) JUN — 4 2018 �'�� l` Ips Plumber: U� �n BMJ"LDIINGDEPT• (Please print), TOWWOFSOMH®LD I certify that the solder used,in the water supply system contains less than2/10 % lead. P lu atur Sworn to before me this 1 F day of `�1 20c�+ALONE i CHELSEA L• Notary Public, state of New York Registration#01 CH6287106 y Qualified In Suffolk Countyh2 ! Commission Expires Aug. �- Notary Public,� County, i �✓ SOF SOUT �'�OOUNiY,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) REMARKS: fir/ a� Qom✓ ram 0 c*+7,c%--/ /'-'% 994 VC4 �4 (s DATE 3 INSPECTOR zf Sol' coum TOWN OF-SOUTHOLD BUILDING ,DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROUGH PLEIG. [�/FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL - FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELE RICAL (FINAL) REMARKS: .6"Dv-c6v*t'o( o 6ptAk9-0, sr�or qr Amvtr4"lZAq�, V;m�v tai DATE INSPECTOR 5�9 pf 50pr�o cOUM1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: I�Y",fo1 • LirarV( I \0/ DATE J INSPECTOR ho��oeSWTy. 0 f # TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) R ARKS: 0AP[vm6lKq - 0-K �IBAR 11 DATE �� INSPECTOR hO��pF SOUlyolo N o 0 lm,Oc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 7 INSPECTOR i �ot� olo �y�0UNT1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] p6UGH PLBG. [ ] FOUNDATION 2ND IV]/INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]C*AVfN1 EL CTRICAL (FINAL) REMARKS: .� -arc • �� DATE0 INSPECTOR SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) REMARKS: �c y4 �, DATE INSPECTOR ho��OE S0Uly0lo N O holy 0 M'I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] I SULA--TII/ON [ ] FRAMING / STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /0 : Zy b*l ® Acce ss F—oso,- nvaleo' err/ DATEg INSPECTOR Li Of SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING IV FINAL ff4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t r� ns t% cc - 4g*4 Now 4 LVI -4 DATE ) INSPECTOR FOUNDATION � ffmlvmwMWr7N V �Irriff, , a , i'!"R, ' W r ROUGH FRAMING& PLUMBING ru ism ► .� �� = � • INSULATION � ENERGYSTATE • • 1 ® • ADDITIONAL IF WA ff"A s am IN s, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120_ - ��,�► Single&Separate JULStorm-Water Assessment Form U 2 9 201 Contact: 1)o v C Me- 6 A'V'�tj Approved ,20 Mail to: Disapproved a/c DUUMMO DEM OF SOMOLD Phone: Expiration _'20 Building Inspector APPLICATION FOR BUILDING PERMIT Date V �-�' , 20 l{� INSTRUCTIONS 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 d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app icant or name, if a corporation) hoz C—, Zkk ►C ul-r- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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. , 79 Other.,Trade`s,L-`icense;No., ,', ;.., 1. 1 L'ocation,of larid;on which proposed work will be done: - ,-LT XLi is e yo�S ��ti[� X28� Mlt��'Z.rclL House Number Street Hamlet County Tax Map No. 1000 Section V3 Block Lot - Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S'ti('Ljt b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost r '` YI e paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling t on each floor If garage, number of carsk�>sa 6. If business, commercial or mixed occupancy, specifvatur�e,and extent of each type of use. TIRM YO)I 1. 11TU 7. Dimensions of existing structures, if any: Front l.-,_"o �°eo"`'`"� lea p" Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 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 Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �Xv&L" 1A4CA4&,,j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the L' ,r'a-6Z (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 J9Att ElDV*lkR performed in the manner set forth in the application filed therewith. NOTARY PUBLIC,STATE OF NEW YORK NO.01DW6306900 Sworn to before me this CIUALIFIED IN SUFFOLK COUNTY a +h day of To/V To/V20 b'(0 MISSION EXPIRES JUNE 30,2011 Notary Public Signa u cant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL C Bo d of Health SOUTHOLD, NY 11971 (.-4 S is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502r Su ey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form P:� .S.DE.C.stees pplication Flood Permit Examined' 12 1 ,90 ,20 va nl o� .P. Co,�aratP Sto -Water Assessment Form 1�, Contact: � Approved '201 l t' Mail to: 6 Disapproved a/c Phone: Expiration ,20 RBDR1EC1E 5'V[R spector APPLICATION FOR BUILDING PERMIT Nov 16 2016 Date 20 1 BUILDING DEPT- INSTRUCTIONS LIOU D a. p ica ion 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, ire ulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) c �vF Gea, C./r-C ft6LZ t:�( (Ms- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Com . Co-� Name of owner of premises 2i- P q u;'c2m (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. `-L,57 ,,D Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street - Hamlet County Tax Map No. 1000 Section >) Block �'; Lot . i Subdivision Filed Map No. Lot I2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C.k E j::rATr,1 �A QJ075 1,YqjJC-C - I ; b. Intended use and occupancy 51,mql, / 3. Nature of work(check which applicable):New Building 1/ Addition i Alteration Repair Removal Demolition �' Other Work (Description) 4. Estimated CostC,0.4 obJ Fee (To be paid on filingl thisplication) {5. If dwelling, number of dwelling units °` Number of dwelling units on each floor i 371 if garage, number of cars Z ii �6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. I i 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 �� `,`11 E 8. Dimensions of entire new construction: Front Rear _Depth Height Number of Stories I9. Size of lot: Front Rear Depth _ M Yt-try,•,i{r t•r• 10. Date of Purchase Name of Former Owner 4 y..' � I 111. Zone or use district in which premises are situated 12. Does proposed construction violate any,zoning law, ordinance or regulation? YES NO i� i13. Will lot be re-graded? YES NO, i✓ Will excess fill be removed from premises? YES I�NO i 14. Names of Owner of premisesar)r11'A1 Wit: v''(LAddress Phone No. 14- qX( 0302- Name of Architect Address Phone No Name of Contractor ,b.Q � M 4M, +AN' 1,1C Address_PG'P)2� G 0L-' Phone No 93q-6L 7—D 15 a. Is this property within 100 feet of a tidal'wetland or a freshwater wetland? *YES tl/ NO IF YES, SOUTHOLD TOWN TRUSTEES &'D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ' L// NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. r 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. I17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓/ * IF YES, PROVIDE A COPY. a STATE OF NEW YORK) SS: COUNTY OF I ODU6 f-r' '�`� � .a�.•� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, I(S)He is the L6'M^C'A - puZ (Contractor,Agent, Corporate Officer, etc.) sof 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. I Sworn/tQ before me this LPA_ IM day of �D��` PA 20_L6 Lb—y)r, P C®VNiE U. BUNCHI I Notary Public oiary Public,State of ewYorkSigof Applicant) No. 01 BU6185050 nature • Qualified in Suffolk County Commission Expires April 14,2 0a John M.Bredemeyer III,President o��q SOUTown Hall Annex Michael J.Domino,Vice-President a 54375 Route 25 P.O.Box 1179 Glenn Goldsmith CA� Southold,New York 11971 A.Nicholas Krupski CoQ Telephone(631)765-1892 Charles J.Sanders �l�`, Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8743A Date of Receipt of Application: February 19, 2016 Applicant: Justin & Allison Schwartz S CTM#: 1000-113-8-7.6 Project Location: 2793 Cox Neck Road, Mattituck Date of Resolution/Issuance: March 23, 2016 Date of Expiration: March 23, 2018 Reviewed by: Board of Trustees Project Description: Abandon existing sanitary system, and demolish and remove existing dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, last dated January 28, 2015, and stamped approved on March 23, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees Michael J.Domino,President �\\rjf 5O(/jiyo Town Hall Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas KrupskiG Q � O Telephone(631) 765-1892 Greg Williams Y c0UFax(631) 765-6641 yNT1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1459C Date: April 3, 2018 THIS CERTIFIES that the abandonment of existingsanitary anitary system, and demolish and remove existing dwelling; At 2793 Cox Neck Road, Mattituck Suffolk County Tax Map #1000-113-8-7.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February:19, 2016 pursuant to which Trustees Administrative Permit#8743A Dated March 23 2016, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the abandonment of existing sanitary ystem and demolish and remove existing dwelling; The certificate is issued to Justin&Allison Schwartz owners of the aforesaid property. 0 e DR FM V Authorized Signature D 4 2018 G DEPT- TOW' . T OW1 OF SOU OLD Y t John M.Bredemeyer III,President O��rg soyQTown Hall Annex l Michael J.Domino,Vice-President h O 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski • �Oc Telephone(631)765-1892 Charles J.Sanders �yCOU NN Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 30, 2016 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: JUSTIN &ALLISON SCHWARTZ 2793 COX NECK ROAD, MATTITUCK SCTM#: 1000-113-8-7.6 Dear Mr. Herrmann: The Southold Town Board of Trustees reviewed the survey prepared by Kenneth M. Woychuk,Land Surveying, PLLC last dated January 28, 2015, and determined that the proposed dwelling, swimming pool, drainage system, and sanitary system are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If ypu have any further questions, please do not hesitate to call. Sincerely, 61ohn M. BWdemeyer, III, President Board of Trustees JMB:dd WE HAVE READ THE FOREGOING AND AGREE TO ITS CONTENTS: JUSTIN SCHWARTZ ALLISON SCHWARTZ 4 ` S _ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION om Facility DEC ID 1-4738-04455 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility"Information Permit Issued To: Facility: Justin Schwartz Schwartz property 116 E 35th St apt 3G 2793 Cox Neck RdISCTM# 1000-113-8-7.6 New York,NY 10016 Mattituck,NY 11952 (917) 509-0502 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Mattituck Facility Principal Reference Point: NYTM-E: 705.618 NYTM-N: 4541.146 Latitude: 40°59'44.1" Longitude: 72°33'19.4" Project Location: 2793 Cox Neck Road Authorized Activity: Remove existing single family dwelling and construct new dwelling with new driveway,septic system,decks,walkways,pool and patios. Much of the work is not within the "Limit of NYSDEC Tidal Wetland jurisdiction" as shown on the survey by Kenneth M. Woychuk revision dated 4-12-16 and stamped NYSDEC approved on 4/20/16. Permit Authorizations -7 Tidal Wetlands-Under Article 25 Permit ID 1-4738-04455/00001 New Permit Effective Date: 4/20/2016 Expiration Date: 4/19/2021 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN,Deputy Regional Permit Administrator Address`: NYSDEC Region 1 Headquarters t SUNY @ onyt1790 -3409 150 Circle Rd Stony Broo ,N Authorized Signature: Date LA / -D / WVD f Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04455 Distribution List EN-CONSULTANTS Habitat-TW SUSAN ACKERMAN Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands 'There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION MEW �i Facility DEC ID 1-4738-04455 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt,slag,flyash,broken concrete or demolition debris). 9. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 10. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area as per attached plans,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 11. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 12. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum , of 100 linear feet landward of the tidal wetland boundary. 13. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss-or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 oboe NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04455 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials associated with the project. 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Kenneth M. Woychuk revision dated 4-12-16, stamped NYSDEC approved on 4/20/16 . 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit, 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 AM AbAw NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04455 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Am Abna NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04455 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents("DEC") for all claims,suits, actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits, actions,or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a parry to the permit. Page 6 of 6 PSEG Long Island Customer Order Fulfillment Department to Park Drive Melville.NY 11747 0 PSEG S®1D Me YnAelkings w*for You. July 20, 2016 D rMINVE D Mr.Justin Schwartz JUL 2 9 2016 426 W. 58th Street,Apt 4A BUILDING DEPT. New York,NY 10019 TOWN%SOUTHOw Rei Electric Demolition Request Reference No. 900000032131 Address: 2824A COXS NECK ROAD,MATTITUCK,NEW YORK METER#77939339 Dear Mr. Schwartz: This is to advise you that the PSFG-LI electric facilities at the above referenced locations have been disconnected and removed off the building structure that is located on the properties. Please note that there may still be PSEG LI facilities located within the property, boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days s prior to the start of the work and confirmation of utility marks having been I' identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 516-54SA973 to procure a letter of demolition associated with natural gas service,whether or not your home or ( business uses natural gas. If you have any questions regarding the above, please contact Customer Order Fulfillment at 516.949.8691(Nassau)/516.949.8692 (Suffolk) or via email at COFLI@pseg.com. Ve` 'truly yowrs;� ,Cao�yn 1Vlackn, Manag Customer Order Fulfillment, PSEG-LI CM/am Keafm SeniormoJoseph nat ionaf g rid customer Fulfillment Department December 12, 2016 Justin Schwartz 426 West 58th Street,Apt. 4A New York, NY 10019 Email: JUSTIND-SAGEAV.COM ; DOUGMCGAHAN YAHOO.COM National Grid WO# T101910124 Service Address: 2793 Cox Neck Road Mattituck,NY 11952 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC,/t.l area, 1-800 272-4480.This confirmation letter of no active gas service fine to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6218. Respectfully, Joseph Kearns Senior Supervisor Customer f=ulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 T:631-349-62113 F:616.545-2333 loseph.keams@nauonalgdd.com wwrw.nationalgrid.com IgVLK CO 140 4060 Sunrise Highway,Oakdale,New York 11769-0901 04/03/2018 Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 2793 COX NECK RD MATTITUCK NY 11952 A water meter was installed on 02/21/2018. Very truly yours, Lisa Cetta Manager-New Construction DD JUN - 4 2018 BUILDING DEPT. TOWN OF SOFT HO LD .Scott A. Russell-°�u y�� STO]E IM[WA\T]E]R, SUPERVISOR I\�/]CA\NAG]EM1EN` ]F SOUTHOLD TOWN HALL-P.O.Box 1179 u" O 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Sou th O Gly CHAPTER 236 - STORMVVATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) NOV 2-12016 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100-feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑� F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Propert Design Professional,Agent Contractor,Other) S.C.T.M. #: 100010 Date: 1 NAME L lV viij f 1 J 8 1(—ft' I W Section Block Lit SLI -J I-Or BL'iLUItiG DE'PAR-I-NiEN'1- L5;c ONL. Contact Information � I L( —4 —3 / r Reviewed By: — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — — Approved for processing Building Permit. Z� Cn�(= AtTt_L_ w0fyo Stormwater Management Control Plan Not Required- - — — — — — — — — — — — — — — — — P/V�'-y C'�-� N k �� Stormwater Managemeat Control Pian iz,Required (Forward to Engineering Department for Review.) FORM � SMCP-TOS MAY 2014 l2 APPLICANT S.C.T.M. #: 1000 Wroeerty Owner,Design Professional,Agent,Contractor,Other) —T.—IM �pSUFFQt CHAPTER 236 B g 4-b Stormwater Management Control Plan CHECK LIST NA � �� a �OON '�`M'i1� Section Block Lot x S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application Date: °y * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist) Signa n Tckplrone Num4.r - I A Site Plan drawn to Scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®00 b. Total Site Acreage. ®0� c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). DRAINAGE INSPECMONS ARE REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. DOO Contact at e, Limits of Clearing & Area of Proposed Land Disturbance. ®�0 g re f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) �0 , OR Provide o Ion g. Location of all existing & proposed structures, roads, ®OOth;;t the drainalgxe has e o Code. driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& ®00 proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 0� ). Location of proposed Soil Stockpile Area(s). EROSION k. 'Location of proposed Construction Entrance/Staging Area(s). Shall inClUde but net be ffinited to: I. Location of proposed concrete washout area(s), In, Location of all proposed erosion&sediment control measures. �0 n rr?�Q� 2. Stormwater Management Control Plan must include Calculations showingWire Sacked Silt , e i IZd tn that the stormwater improvements are sized to capture,store,and infiltrateSeeding Of Or indCtlV@ soils, on-site the run-off from all impervious surfaces generated by a two(21 inch ®00 rainfall/storm event 3 Details&Sectional Drawings for Stormwater practices are required for approval. Iterns requiring details shall include but not be limited to: a. Erosion & Sediment Controls, b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 000 d. Leach inq Structures (e S infiltration basins,swales,etc.) )'011 1'NGl\l:l,,RIN a Df--PFS,ZTNIENT L)SE ONLY Additio n ,j equired. Reviewed & Storlprpm_ a )agement Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: �� 2L /(� i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 `r C � Town Hall Annex Telephone(631-1802 54375 Main Road ? -� fi. Fax(631) 734-9502 P. O. Box 1179 0 �I Southold, NY 11971-0959 y "7 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 1 l- %__ l b Owner: ��11 6 Alt-IS-0-v SU1l "W40T10 Location of Property: '2.;-1 ZY� (6Y- W-9t _ ?-xft i iTz iyct/. 1ti5l Please take notice that the (check applicable line): VIII, New residential structure Addition to existing residential structure , Rehabilitation to an existing residential structure to be constructed or.performed at the subject property reference above will atilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): i/ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): DoQlcjf 3 tAclArfAw Capacity(check applicable line): caner Owner representative TrussResRegl5.docx Effective 1!112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC DESIGNATIOiv'OF'c:OIIS T Rli%TiOi�i (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE Z.. MIN_ REFLECTIVE WHITE 1!2" STROKE --- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING — GIRDERSiAND BEAMS -'R" ROOF FRAM114G "FR" FLOOR AND ROOF FRAM[6G':* TRUSS IDENTI RW ICNI SIGN CONIDUANCE 1/iIITH 19 NYCRR 126Scl{n - wrMSME IDES at rsiai t EMPLE TRUSS IDENTIRGATION SIGN DATE:0308/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION P:�R7bSEN !]X��(fc: � a Town Hall Annex J�t fxi[ Telephone(631)765-1802 54375 Main Road ax(631)765- 5 2 P.O.Box 1179 •• Qz roger.richert OlNn so[tt�Otd nV us j Souffiold,NY 11971-0959 D .4lVliDING D1:t1111111ffN1 i TOWN OF SOUTHOLD i APPLICATION FOR ELEGTR[CAL. INSPECTION REQUESTED BY: -( a S(�,{I Date: Cf Company Name: S G L L C Name: - License No.: Address: 5 aC , a Phone No.: ZZ g. , 5 Ll1 JOBSITE INFORMATION: (*Indicates required information) *Name: (,(S S I ch>tir4A��-y *Address: 2,2-L4 P c !i " V A I �J T *Cross Street: ^� T *Phone No.: Permit No.: 58' f Tax-Map District: 1004 Section: I 3. Block: - Lot. ,8- *BRIEF DESCRIPTION OF WORK(Please`' 1 i Prnnt�Clle- Block-- —&— i {Please Circle All That Apply} � Is job ready for inspection: u" 11 *Do-you need a Temp Rough In Final Certificate: I Temp Information(if•needed) W � *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APFLICAT(C3N // �rU� as � B2-Request for Inspection Form ] aa� i i i - OF SO�r,�o{ � o Town Hall Annex To 54375 Main Road P.O.Box 1179 G • Q r0 enrich on .use I Southold,NY 11971-0959 �� D 'rem, � JAN 1 7 2017 i BUILDING DEPARTMENT BUILDING DEPT. j TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: . ,��. Date: Company Name: ©s Name: Z4i �- License No.: .54, 7 Address: g l Phone No.: _ Z f JOBSITE INFORMATION: (*Indicates required information) *Name; J it S-rf j w *Address: 02 zC1_3 *Cross Street: *Phone No.: (� 1 ) 7.3s /'] i/ k 4 Permit No.: p � Tax-Map District: 1000 Section: V( Block:_ Lot: -7 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) ! *Is job ready for inspection: YES/ NO Rough In Final *Do-you need a Temp Certificate: D>, NO Temp Information (if needed) *Service Size: as 3Phase 100 150 4�a 300 350 400 Other *New Service: Re-connect Under rou Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION IPS � � •�a i�l 7�07 82-Request for Inspection Form f _revl rsS�tPd ►�j �l7 ..'"fit`'�..�.e�� • i -'.t �, �' ' Y t v. f - , Y ._ JL !!:-"f 41, 'k` ,' + iL �+ fir! ,�►__ _ � � 1� ti�. �. .'+�. _ • „FFL EL 21.6 ( ) TYPICAL SILT SCREEN SECTION FOUNDATION WALL C.I LOCKING GEOTEXTILE FABRIC COVER TO GRADE UPPORT POSTS CELLAR SLAB' EL(11.5) FINISH GRADE WOOD OR METAL (115) Z Z FLOW DIRECTION 1'MIN-2'MAX 1/4"-FT. O"MI 1/8"-FT.- 6” COVER 6" COVER EXCAVATED AND 6" 6" SLAB BACKFILLED TRENCH INVERT N (10 0) INVERT- (1025)INVERT INVERT EXISTI (10.45) (9 67) (9 75) — — — FLOW 8'0 3' COLLAR _ _ _ _ BAFFLE MI . PooL CLEAN I-III-III-III-III=III-III- III-III- II-III=III-III-III-III: ,COARSE -III-III-III-III-III-III-I I III-I I -III-III-III-III-I 1I- 4 SAND & �-I I-II I=III=III-III-III- III-I I- I-I I-I 1-III-III-III: 3 —8„ GRAVEL _III—III—III=1 11=I TANK 3'MIN 1 4 2' MINIMUM USE 4" DIA. APPROVED SEWER PIPE 1,500 GAL. S.T. (6.0) Z WATER SERVICE DETAIL HIGHEST EXPECTED GROUND r WATER EL 2.7 I a 20' X. 1" COPPER TUBING TYPE 'Y' SOFT COPPER TUBING --A.M. TO DWELLING 2" PLASTIC PIPE RTY LINE (605' RUN±) \ \ DRNEWpY • FENCE EO 510NE INGRESS & EGRESS \ Rp1�o CRUSN ++r+ RIGHT OF WAY LIBER 12310 PG 357 �t70°�J2 �EpR�E M U P. ++L++ FC PROPOSED WATER SERVICE 605't RUN DWEW/WELLLLWATER Q°�J2+Q P.( OX 4 252 g 1" TAP W/ 2" SUPPLY LINE 1 Or( 25' RSG 940Ln � om FENCE `OIF .P• mN � +Q� Do P. U.P Q°5 U P -<m � U P. s7 112.00+ IN N "7016930++E P. O 3'N LANDOFN/F + Yc COYOTE PROPERTIES LLC FENCE 113.20 DWELLING VIMIL W/PUBLIC WATER z 16+3p 0 5'E S77° 0 1'N l (9 W d- U LCA w LL TOWN OF SOUTHOLD LOT COVERAGE (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY) (113,192 SQ.FT. or 2.60 ACRES) o 0 EXISTING PROPOSED HOUSE. 815 SF 1,869 S.F. FRONT PORCH: 46 S.F 68 S.F BRICK STEPS: 47 S.F. (NIA) REAR DECK W/STEPS: 327 S.F. 652 S.F. "p PERVIOUS DRIVEWAY: 1,950 S.F. N A 5,700 S.F. (N/A) SWIMMINGPOOL: 950 S.F. POOL PATIO: 1050 S.F. (NIA) MASONRY WALK: 277 S.F. (N/A) ! 1,188 S.F. 3,539 S.F. or 31% Z AVENUE OR 1.05% MEDWAY NYSDEC LOT COVERAGE (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY TO ELEVATION 10.0) DRAINAGE CALCULATIONS: (36,050 S.F. or 0.83 ACRES) EXISTING PROPOSED 0 s'N HOUSE: 815 SF N A 1,869 S.F. (NIA) 0 2'W tw PIPE OPOSED DWELLING W/COVERED PORCH: 1,913 S.F. FRONT PORCH: 46 S.F. (NIA) 68 S.F (NIA) // MON 913 x 0 166=317.55 < 318cf REQUIRED BRICK STEPS: 47 S.F. (NIA) 8'DIA x 8' DEEP DRYWELL=338cf PROVIDED REAR DECK W STEPS: 327 S.F. (NIA)- 652 S.F. (N/A) 'ER DRIVEWAY=2,200 SQ.FT. PERVIOUS DRIVEWAY: 1,950 S.F. (NIA) 1,180 S.F. (N/A) LOT 66 00 x 0.166=365.2 < 366cf SWIMMING POOL: (N/A) 950 S.F. YDIA x 6' DEEP= 410cf PROVIDED POOL PATIO: 1050 S.F. WER DRIVEWAY=3,500 SQ.FT. MASONRY WALK: 277 S.F. 500 x 0.166= 581.0< 581cf 2,277 S.F. or 6.3% PROPOSED COVERAGE 2)10'DIA x 5' DEEP= 684cf PROVIDED ALL EXISTING STRUCTURES ARE LANDWARD OF ELEV. 10.0 'IMMING POO L BE EQUIPPED WITH A PUMP—OUT EXISTING COVERAGE 0.0% D MINIMU RYWELL FOR POOL DISCHARGE. EXISTING SANITARY LOCATION ZONED R—f (TO BE ABANDONED AND BACK FILLED GRAPHIC SCALE WITH CLEAN COARSE SAND.) FRONT YARD: POINT "A" POINT "B" REAR YARD: 0 20 4o eO Iso S.T. 20' 28' SIDE YARD: L.P.#1 25' 41' L.P.#2 28' 35.5' L.P.#3 28' 27.5' ( IN FEET ) POGRAPHY, SEPT 1 inch = 40 ft. S . C .T.M. # DISTRICT: 1000 SECTION: 113 BLOCK: 8 LOT: 7. 6 & 7 . 8 ELEV. 13.3 SM BROWN SILTY SAND FFL EL(21.6) TYPICAL SILT 4' FOUNDATION SCREEN SECTION Q0 WALL PALE C.I. LOCKING GEOTEXTILE FABRIC O SP BROWN FINE COVER TO GRADESAND CELLAR SLAB EL(11.5) FINISH GRADE SUPPORT Posrs �-�--_ WOOD OR METAL 1'MIN-2'MAX z -p z FLOW DIRECTION 1/4 FT. 20"MI 1/8 FT.� ::E6" COVER ---F 6" COVER EXCAVATED AND ELEV 2.7 10.6' 6" N6" SLAB 10 0) BACKFILLED TRENCH WATER IN INVERTS INVERT _ ( EXISTING GROUND PALE (10.45) (10.25)INVERT INVERT SID BROWN (9.75) (9.67) - _ _ _ _ _ _ UPON COMPLETION OF & SANITARY DEMOLITION _ _ _ _ _ _ _ FINE OF EXISTING DWELLING & SANITARY $'0 3' COLLAR SAND SILT FENCE WILL BE INSTALLED LANDWARD JI�FLOW POOL CLEAN -I I-I I-I I-I I-III-I I I- 6' 11 IM I I- I M I 1=1 I I-I I I-I I M 11: OF 100' TIDAL WETLANDS SET BACK LINE BAFFLE MI ,COARSE -III-III-III-III-III-III-I I I I I-I I -I I El I I-1 I I-I I la I I PRIOR TO NEW CONSTRUCTION. 4 III-1I1= I1=1I1=1I1=1II-1II=1II- „ SAND & M I 1=I I I-I 11-11I=111=111-. i_ 3,_8 GRAVEL .I 1 1_I I I_I 11=I I I_I I I_I I I_I I I. I I I I_I I _III=III=1 i 1=I I I_I i 1= TANK 3'MIN 4' 2' MINIMUM 17' TIE LINE DIMENSIONS USE 4" DIA. APPROVED SEWER PIPE MCDONALD GEOSCIENCE , ALONG HIGH WATER LINE. JAN. 20, 2015 TO BE DEMOLISHED 1 00 n CK 1,500 GAL. S.T. SETS (6.0) DWELLING 1.1 DCj \ z_ //2793 1v 1 W ET t_A EXISTING FFL 23.0 BF 14.7 �. ,_. ,-• r r R`sNNCO 0 NE DRIVE HIGHEST EXPECTED GROUND 08E REMOVESD. °EPSNPB MON. W CWATER EL 2.7 sj �WATER SERVICE DETAIL �2 Kp t6f Eo° P° OV °w IR Ov P P tl °EPNDWELLING Q FNCE 20' X 1" COPPER TUBING W/PUBLIC WATER IN 3 -1011- o MON. TYPE "K" SOFT COPPER TUBING '- W 4.6'N Tr- \_ OJ r° p .L0. n \\r .� i 2 N EL(22. I a -- r r M. TO DWELLING ' MON. G��)•Q �- EL(22.0) ......2.. 2" PLASTIC PIPE CRUSHE SOO ON ---- -EWAY o u+ \ \ / y�r�- PROPERTY LINE (605 RUNE) _ �. (� Zll' U.P. - - o \ \ �� 16�) \ \ 106) L ,7 0 6 .. o rrr EXISTING �..... .. % WELL0) (2N N EWPY \"COVERED ROP M•,'o. o �� PDt B" �'f �- \ PORCH 2.6 P Z< e9' Rp►L FENCO �5"E° SSO U.P. INGRESS & EGRESS \ CR ,+� : CECT: I POINT a \r RIGHT OF WAY o '02 \ I I U) \ �• LIBER 12310 PG. 357 00514 (TO BE ABANDONED) \ ��- / NO �a �.P• F}��E° TIDAL WETLANDS BOUNDARY \,\�F 'l Z . BY Dl(t .5j. j �}S A..G►`RAF(115� E1�\1��. �PCK EN-CO SULAS I7ANTSDI /17/14 RY L__ -� `PN OF VL i si 1 WELLS 1 SOMBER RE 5 A.,-- 15P G Qp� F9 SE SPNO•� 1 p143p o...... /J� B� N Ops \ U.P. �, , sr 5}N ..... (t0 CFA �� DRoAos. �+ 12 0) LP g}N -O M 0 ^ r �Z 0 � W}TN E FC PROPOSED WATER SERVICE Fp R `, EX L LP E DWELLING 'Q`� pC 605'1 RUN SOF W/WELL WATER r� °52 0.3 52 9 1" TAP w/ 2" SUPPLY LINE PROPOSED t'ioU AREA OF DISTURBANCE T LP 6 LP 27,800 S.F. PNSS R\GNB W 5' Lai O GP PROPOSED Z WA F, orn i GE 0 5-6 BEDROOM SYSTEM �ApC �7� \� FEN ` 1 500 GAL S.T. (5}8'DIAx4'DEEP L.P. /DRY\ ^ J 0 CED / /DRY WELL/ / U.P D� / U.P��'U.P S-10oCJ2 PROPOSED Y_ PRO FSE FN \\Ex�., 112.00 D 4,N 4'DIAx4'DEEP ON „ POOL DRY WELL PROPOSED / J 3Q 1� 9 O 3'N Lam" POOL EQP. 25 N77°16 0� -w OP SED......o. � MON. P. 8.0' O 3'N 'p�Gy LAND N/F I F9l OF PL::. o p'._ LOT 58 9 COYOTE PROPERTIES LLC \� O NCE 113.20 DWELLING 1 FENCE (5),` ,� %Q� C7 VINYL FEW/PUBLIC WATER 0) I 1 C�l 30 PROPOSED 1 U � 'N S7 jo16 Q AREA OF RE-GRADING 4' POOL FENCE ` r� 0.1I WILL UTILIZE FILL FROM 1 ON SITE EXCAVATION OF +\ PROPOSED DWELLING & POOL. 1 0 1 1 O 0)J � Z N LOT 59 TOWN OF SOUTHOLD LOT COVERAGEW - UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY) , \ •�" I -_ t (113,192 SQ.FT. or 2.60 ACRES) p PIPE MON. EXISTING PROPOSED 3 QQDWELLINGS W/ WELL WATER HOUSE: 815 SF 1,869 S.F. \ 112 LOT 60 FRONT PORCH: 46 S.F. 68 S.F. ,� I BRICK STEPS: 47 S.F. N A 0 " REAR DECK W/STEPS: 327 S.F. 652 S.F. O \ 11'0 / IPERVIOUS DRIVEWAY: 1,950 S.F. (N/A) 5,700 S.F. (N/A) 0 MON. I LOT 61 � SWIMMINGL: 950 S.F. ifs _ LPATIO: 1050 S.F. (N/A) O - MASONRY WALK: 277 S.F. (N/A) I LOT 62 1,188 S.F. 3,539 S.F. or 3.1% �, , AVENUE OR 1.05% 2�a•2a ��V009 #1�5 I DWELLINGS I MEDWAY �(0 W/PUBLIC WATER MON. � MPP OF LOT 63 _/ 150' NYSDEC LOT COVERAGE W� f (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY TO ELEVATION 10.0) ,, a FIRM ZONE MAP #3610300481 H DRAINAGE CALCULATIONS: (36,050 S.F. or 0.83 ACRES) Z o EXISTING PROPOSED s; PIPE s�2 LOT 64 � Z THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL HOUSE: 815 SF N A 1,869 S.F. (NIA) 0.2 w 4 �. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. A) PROPOSED DWELLING W/COVERED PORCH: 1,913 S.F. FRONT PORCH: 46 S.F. (NIA) 68 S.F. (N/A) MON. `` LOT 65 R.O.W. 13 985 SQ.FT. or 0.32 ACRES 1,913 x 0.166=317.55 < 318cf REQUIRED I BRICK STEPS: 47 S.F. (N/AT ,� ' NGVD 1929 (1) 8'D►A x 8' DEEP DRYWELL=338cf PROVIDED AREA: 117,102.18 SQ.FT. or 2.69 ACRES ELEVATION DATUM: _ _ ________________ REAR DECK W STEPS: 327 S.F. N A 652 S.F. (N/A) B) UPPER DRIVEWAY=2,200 SQ.FT. PERVIOUS DRIVEWAY: 1,950 S.F. (NIA) 1,180 S.F. (N/A) LOT 66 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES E THIS SURVEY 2,200 x 0.166=365.2 < 366cf I 10'DIA x 6' DEEP= 410cf PROVIDED SWIMMING POOL: (N/A) 950 S.F. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL UN POOL PATIO: 1050 S.F. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION B) LOWER DRIVEWAY=3,500 SQ.FT. MASONRY WALK: 277 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 3,500 x 0.166= 581.0< 581cf 2,277 S.F. or 6.3% PROPOSED COVERAGE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY A RE (2)10'DIA x 5' DEEP= 684cf PROVIDED ALL EXISTING STRUCTURESNOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS ARE LANDWARD OF ELEV. C) SWIMMING POOLS SHALL BE EQUIPPED WITH APUMP-OUT EXISTING COVERAGE 0.0% AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY AND MINIMUM 4' x 4' DRYWELL FOR POOL DISCHARGE. SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JUSTIN SCHWARTZ; EXISTING SANITARY LOCATION ZONED R-80 MAP OF: ALLISON SCHWARTZ; (TO BE ABANDONED AND BACK FILLED GRAPHIC SCALE WITH CLEAN COARSE SAND.) FRONT YARD: 60'MIN FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY; POINT "A" POINT "B" REAR YARD: 75'MIN 40 0 20 40 80 160 L.P.#1 25' 48' SIDE YARD: 20' MIN (45' TOTAL) SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC L.P.#2 28' 35.5' LP#3 28' 27.5' SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 ( IN FEET ) = 40 ft. TOPOGRAPHY, SEPTIC LOC. & WETLANDS 01/28/15 FELE # 14-112 SCALE: 1"=40' DATE:AUG. 1, 2014 PHONE (631)298-1588 FAX (631 298-1588 1 inch N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woyc u S.C.T.M.# DISTRICT: 1000 SECTION: 113 BLOCK: 8 LOT: 7.6 & 17/-f , ELEV. 13.3 SUFFOLK CvuNTY QE'rnT1A1:NT OF 1*I-E.ALTN SE ri1i .t. SM SILTY SA FFL EL(2 i.6) D PER'„{T FOR APPROVAL OF CONSTRUCTION Fc-,'zA FOUNDATION TYPICAL SILT _4' SINGLC FAMILY RESIDENCE ONLY SCREEN SECTION WALL C.I. LOCKING PALE r1 ,�, ^•_ �) COVER KI GRADE GEOTEXTILE FABRIC Q Sp BROWN FINE I C f C f V CELLAR SLAB FT�tt 5) FINISH GRADE �RT POSTS SAND DATE n F I.... F:�F. PCO. C1 1'MIN-2'MAX (0 FLOW DIRECTION AF?ROVED 1/4"-FT. OMI FOR MAXIMUM OF _ BEDRO^1Y15 6 COVER '- 6' COVER EXCAVATED AND ELEV 2.7 —10.6' 61 cv 6" SLAB BACKFILLED TRENCH EXPIRES THREE YEARS FROM DATE OF APPROVAL. INVERT- NVERT (10'0) WATER 1N (10.45) (102 5)INVERT INVERT EXISTMG GROUND SP PALE BROWN 11 (9.75) (9-� UPON COWPLET{ON of DEMOUTION ITARY FLOW POOL 3' COL AR SAND SILT FENCE INFINE OF EXISTING DWEUJNG STALLED ED ALONG BAFFLE Mt ,COARSE _ I I I � � I— I THE OR0TTO NEW 0' TIDAL CONSTRos SET euvac UNE TANK 3'-8" SAN GRAVEL _I I int I_I i If—if i J I I—I 1 _ I t —11—I I— 1=I II I i— 3'MIN 4' r MINIMUM — 17' ' { TIE LINE DIMENSIONS { ALONG HIGH WATER LINE. USE 4" DIA. APPROVED SEWER PIPE MCDONALD GEOSCIENCE , 1.500 GAL. S.T. (&°) JAN. 20, eats T02 STY FRM. DSDWELLING SETBACK 1 , /2793 , `1+��N EXISTING FFL 23.0 ��WET WATER SERVICE DETAIL EXPECTED7 GROUND STONE DRIVEWREMOVED. � 147 WATER EL 2.7 � � Z , MON. RAND 5 Ft PBLE SUSS LAN A VClac� ` 465 02 2 2° ♦8 ♦6 q ` �•p-' �rU 20' X 1" COPPER TUBING MMPEEL(2 0',P�'°�+ `fl, g06pNNA ♦ ♦ 9 6 t�� r r r �� - r r r " ;0.. 4• t. 5 P W/PUB CI WATERas praof TYPE K SOFT COPPER TUBING Cf I` 1?�4�-,'�'£ 1i_. y Com. fe,,r l CNPR� 150 MONT5-cm�r 1{ bw III �I7'�r� ;.,tt:..t_;.`at u�.;vi 3IZ O 4.6'N •� M. TO DWELLING ---�► 0� MON 2„ PLASTIC PIPE �$.o PROPERTY LINE (605' RUN±) ..` 1' 26 U.P. \ :io `:ii$i:i ; ♦B 16.0 \ EXISTING \ _>��6+ �� .••� ` pr' WELL (q0) \\ NE D� `• �� <•• .., v\•.�•: •• ;k4• {/ '� �•j�2t.� r �£ STO /�' •;\ U.P. y... Y �• :: i:.. /RpAL F�"vOt1ED .�•' — 2 .:. ..:r;• ♦ '• Y fF�2t11� —c r INGRESS & EGRESS �^ CP •,�•• ,, ••� .,:, '�;�; ,� , RIGHT OF WAY fl/ .• ,02 E - `: :;:;:'`t' LIBER 12310 PG. 357 �^ N N0 (10 .... : :: ♦ p TIDAL WEnANOS BOUNDARY _ .. :•.. .. / ��,,rt N� 0.6 N AS DELINEATED er PNQ �Y \ ..... A�• ..:: SP^" pER EN-CONSULTANTS 12/17/14 FORGE MPV\ P. r� ' :..;'.. t5c 5 ;::::mo �O ^I.N , \ U. DWELLING 02 1 PROPOSED yF ., ,w L, $N�iM0 �{�OU 1Z• \1 �� i 1�0 �° W/WELL WATER �4,10°52 �.-fir,' /3 2cj2 9 1"TAP W/2'SUPPLY LME PROPOSED AREA OF DISTURBANCE ♦ 5 S \ i' 0 28,200 S.F. Agt O , J PROPOSED ' 4 h •'�:•` N l J Ao - Rptl FSC£ �� l0A' 5-6 BEDROOM SYSTEV ♦Z 0 p'S pY Z°�� , Dp � i•' ° �0� (510DIAu4'D&L.P. u.P <Z PROPOSED �3p"E 112,00 — N °�N POOL DRY LL PROPOSED MON. N77 16 9°3 '� v t�1,�9 IN,�sI 'CT ^v� POOL EQP. .P. �•• s EXCA.RTtL�. N REQUIRED gED::•:•::o 8.0' 3'N ��4ay LAND N/F rA .:::. RO .. : .... ° of FGR AN;Tl1:RY S.E"i sol .`........ :o I Lor 58 CD ^ I , y� COYOTE PROPERTIES LLC G HEALTH DEPAPTIVIENT ( ` '14 BICE 113.20 DWELLING \ �, �j W/PUBLIC WATER o C11 •t w . o�� A Sry7°1W PROPOSED °' LL OF FIL4L FENCE WILL U11UZE FROM ON SITE OF PROPOSED DWEXCAVELLNC do POOL I ` VIA , 0 � Lin v O1 .(� I \LOT 59 TOWN OF SOUTHOLD LOT COVERAGE ,.,,.." ^ �• \ I ��_ _��-�� _ (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY) 1 (113,192 SOFT. or 2.60 ACRES) qq PIPE MON. EXISTING PROPOSED 3 } i ♦ ' \ 00 DWELLINGS 6 112' W/ WELL WATER HOUSE: 815 SF 1,869 S.F. � LOT 60 FRONT PORCH: 46 S.F. 68 S.F. - u \ 0*� I PRICK STEPS: 47 S.F, (NIA) REAR DECK W STEPS: 327 S.F. 652 S.F. °11'o PERVIOUS DRIV WAY: 1,950 S.F. (NIA) 5.700 S.F. N A E `t. 950 S.F. f p LOT 61 POOL PATIO: 1050 S.F. (NIA) MASONRY WALK: 277 S.F. (NIA) r- 1,188 1,188 S.F. 3,539 S.F. or 3.1% 5 � L LOT 62 WAY AVENUE OR 1.059 '� �. 4.m> _ 8• S' ° '-15 MED ; .:, „4 2 1 I DWELLINGS eta OLL W/PUBLIC WATER MON. MPP °F LOT 63 150' NYSDEC LOT COVERAGE 2 (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY TO ELEVATION 10.0) ,, FIRM ZONE MAP #36103CO481 H DRAINAGE CALCULATIONS: (36,050 S.F. or 0.83 ACRES) S72 �10 LOT 64 z o EXISTING PROPOSED ' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL HOUSE-- 815 SF N A 1,869 S.F. N A 0 F1PE �8- LOCATIONS SHOWN ARE FROM F7ELD OBSERVATIONS A) PROPOSED DWELLING W/COVERED PORCH: 1,913 S.F. FRONT PORCH: 46 S.F. N A 68 S.F. (NIA) AND OR DATA OBTAINED FROM OTHERS. 1,913 x 0.166=317.55 < 318cf REQUIRED y� MON. �I LOT 65 R.O.W. 13,985 SQ.FT. or 0.32 ACRES (1) 8' NDIA x 8' DEEP ORYWELL=338cf PROVIDED REAR DECK W STEPS: 327 S.F. A NGVD 1929 652 S.F. (N/A) I AREA: 117,102.18 SQ.FT. or 2.69 ACRES ELEVATION DARIM: B) UPPER DRIVEWAY=2,200 SQ.FT. p 1,180 S.F. (NIA) LOT 66 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A V10LA770N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 2,200 x PROVIDED P 0.166=36 < 10'DW x 6' DEEP== 414100PRSWIMMING POOL: (NIA) Y.950 S.F. � MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPGUARANTEES INDICATED HEREON SHALL RUN B) LOWER DRNEWAY=3,500 SQ.FT. POOL PATIO: 1050 S.F. ONLY TO THE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON 3,500 x 0.166= 581.0< 581cf MASONRY WALK: 277 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. (2)t0'DIA x 5' DEEP= 684c( PROVIDED ALL EXISTING STRUCTURES 2277 S.F. or 6.37. PROPOSED COVERAGE THE OFFSETS OR DIMENSIONS SHOJW HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ARE LANDWARD OF ELEV. 10.0 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770AI OF FENCES,• ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS C) SWIMMING POOLS SHALL BE EQUIPPED WITH A PUMP-OUT EXISTING COVERAGE 0.0% AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY AND MINIMUM 4' x 4' DRYWELL FOR POOL DISCHARGE. R-80 SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JUSTIN SCHWARTZ; EXISTING SANITARY LOCATION ZONED R-80 MAP OF: (TO BE ABANDONED AND BACK FILLED ALLISON SCHWARTZ; GRAPHIC SCALE WITH CLEAN COARSE SAND.) FRONT YARD: 60'MIN FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY; POINT A* POINT "B" REAR YARD: 75'MIN 40 o zo 40 so Iso L.P.#1 25' 41' SIDE YARD: 20' MIN (45' TOTAL) SITUATED AT: MATTITUCK TOWN oF: SOUTHOLD L.P.#2 28' 35.5' KENNETH M WOYCHUK LAND SURVEYING, PLLC LP.j3 28' 27.5' SUFFOLK COUNTY, NEW YORK or Professional Land Surveying and Design • IN FEET ) 4-.tel Aft P.O. Bog 153 Aquebogue, NATE York 11931 ' I inch = 40 fL TOPOGRAPHY, SEPTIC LOC. & WETLANDS 01/28/15 FILE 111 14-112 SCALE 1"=40' DATE:AUG. 1, 2014 PRONE (631)298-1555 TAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J.-Hennessy & Kenneth M. Woychuk _/4 • PALEp� SP, BROWN r"V .� SAND —10.6' WATER IN SP PALE BROWN UPON COMPLETION OF DEMOLITION FINE OF EXISTING DWELLING & SANITARY SAND SILT FENCE WILL BE INSTALLED LANDWARD OF 100' TIDAL WETLANDS SET BACK LINE PRIOR TO NEW CONSTRUCTION. - 1�' I � TIE LINE DIMENSIONS MCDONALD GEOSCIENCEi ALONG HIGH WATER LINE. JAN. 20, 2015 TO BE DEMOLISHED 100, q C K 2 STY FIRM. A \ ' DWELLING NQS SETS \r r r r I #2793 EXISTING FFL 23.0 STONE DRIVEWAY BF 14.7 TO BE REMOVED. BUSS \ s MON. �� c7 Nlf �E (?U35 �pto 1415EVOGpB`� \ X65"02 2 `1 WJ \-pNOOF SNOW R�VOCpB t�9 05, Show R '0EpNNp DWELLING W/P BLICWATER MON. O CNpR£S Rp\L FONCE N r- '� 4.6'N/ 0 EL(22. m •• ��a'�\ ��5t.: rrr--� r r r r- MON. EL(22.0) CRUSHE ON r - ------ o o. WAY __ \ \ \cy� r✓ r✓ .� r r . 26U.P. -�\ \ �� - - o �� \\ \$ ' 16.0) \ \,�(�6� �5�� ( 4- 11/ \ EXISTING 0) \ 7\ 'N WELL 2 \ COED 0'PROP f M 2i C P01 B" 2 \ w fFl,l2 2. f PO \ \� I I N \ t J BE ABANDONED) \ _/ 1 p. LEO 20 _ _ �ND� A -' t• F\1. \{ TIDAL WETLANDS BOUNDARY DI(t 5)�M RBY £t. �l5 >OPµp�f(1�•g E\-�11!° /.( \,�•µ6t�pOK V EN-CONSULTANTS Si l WELL/ g£R 5 +e_ SpNO) STT W\fig o) M\N 10.6 i\�r\0 aE OpµSE 1 FZc� £ \�\eDROpo \i2°� ILP 6\NSr 1M10 6✓' \Z \�O�E �0 (1 0 W\tN C1�N r i ti r 1( 0 L PROPOSED SFO °FRyoo `\tt EX LP \�\3 OO f` b \ :A OF DISTURBANCE \ LP LP c CjG 27,800 S F t TONE ` 01(10.5) )YA \d PROPOSED 5-6 1B BEDROOM L SYSTEM \2 - 0_ p1.KWARY (5�8'OIAx4'DEEP L P. ` 6 (� PROPOSED / X PRp GRPpE PpT10 ._._-�\�Ix�E-L/ ,o, �� 4'DIAx4'DEEP ON L POOL DRY WELL PROPOSED / ~ I POOL EOP. 25 p No wo PROP SE o. \ X10) F00 0 \ I LOT 58 40 \ J� OQ x su c"Gc '9%CO 8' I e1 � PROPOSED �� At? V,� •\ o� AREA RE-GRADING 4' POOL FENCE WILL UTILIZE FILL FROM � a ON SITE EXCAVATION OF �p PROPOSED DWELLING & POOL. \ 0 N„\ d LOT 59 \ •fir PIPE MON. \ 112 00 W/ WELLWATER NGS LOT 60 s72°11 /EROSI N &SEDIMENT CONTROLS '-MON. /Lor 61 Shall include but not be limited to: A well maintained Construction Entrance, LOT 62 Wire Backed Silt Fencing, stabilization & �Ew000 #1�5 I I DWELLINGS Seeding of exposed and/or inactive soils. ft �® OF T0� W/PUBLIC WATER SEAL L, f Rto?_ To K1 W&— 5 fte MON MpP LOT 63 150' C�L -0/_ aDRAINAGE INSPECTIONS ARE REQUIRED FIRM ZONE MAP #3610300481 H LOT 64 z ti Contact TOS Engineering at 765-1560 before THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 4 Backfill, OR Provide Engineer's Certification LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS R.O.W. 13,985 SQ.FT. or 0.32 ACRES that the drainage has been installed to Code. AND OR DATA OBTAINED FROM OTHERS AREA: 117,102.18 SQ.FT. or 2.69 ACRES ELEVATION DATUM: NGVD 1929 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY lS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON,THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JUSTIN SCHWARTZ; MAP OF: APPROVAL OfUORMWATERMANA EPIW ALLISON SCHWARTZ; FILED: CONT'RO Cod t FIDELITY NATIONAL TITLE INSURANCE COMPANY; Date: ZZ DTAL) SITUATED AT: MATTITUCKAPProv d V: TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 DS 01/28/15 FILE PHONE # 14-112 SCALE: 1"=40' DATE:AUG. 1, 2014 (631)298-1588 FAX (631) 298-1588 L N.Y LISC. NO. 050882 FAX the records of Roberti. Hennessy & Kenneth I ,I BLOCK: 8 LOT: 7.6 8c r� ELEV. 13.3 I -;— - . • , BROWN SUFFOLK COUNTY SERVICES DEPARTMENT OF HEALTH SERCES SM S�TY SAND i PERYNT FOR APPR©!•'AL OF CONSTRUCTION FOR A TYPICAL SILT _4• S,NGLI; FAMILY I EsiDENCE ONLY SCREEN SECTION Qo s PALE 1II - cfoTornLf FABRtc Q SP BROWN FINE POSTS I DATE I V Z1 f� H.S. REF. No. © V l FINISH GRADE SUPPORT Pos � SAND �- WOOD OR METAL FLOW DIRECTION APPROVED �t!J'�- ' } s FOR MAXIMUM OF BEDROOMS SER 13ACKF�o TTRRENNCCH ELEV 2.7 —10.6' sLas (10.0) I EXPIRES THREE YEARS FROM DATE OF APPROVAL. PALE WATER rN -RT I�asnNc cRouNo SP LOLI BROWN UPON COMPLE[tON OF DEMOUT 810 3' COLLAR j FINE OF E'NISTING DWEU NG&SAWDW 'OOL CLEAN 43e I I I D SLT FENCE WILL BE DWALIM ALM THE 100' TWL WETLANDS SET BACK LINE COARSE I I •f I I PRIOR TO NLW CONSIR ' Q SAND & d t 1 1 t I I I I 1 I 1 GRAVEL 4' 2•"DID" 17' t TIE LINE DIMENSIONS MCDONALD GEOSCIENCE 1 , ALONG HIGH WATER LINE. (�o) JAN. zD, zols TO2 ` 1��.S5BAC� / . I DWEUM1 f l r r r . /2M \ WFTLAN) to r r r EL Z7 GRWAtD SL04if DRNEWAY 13, e , Q 27 TO BE REMOV0. �sS , LION \ m w -. r .=7 r r r r . .0'� NO NIE _�p 5 U� CTS � .- � -� ___— .— %AIDN� �p p�pOfpWRt• _61� \ 4� 2 0 ��y � r — - r � rr , ^ � OF P ` • Abando •34 �^ a�A DWELLING Ida('z.a Cj„OXi3dII�w AsI_.z res>i W/PUBLIC WATER MON N COd3Ifo,ma �.`,•':.i # y ,ga alb'dtz must be IIT � 150' 1 3C�'s FiCFI:o'.j LI�i O 4.6W C0MPleted fm.j �Lx�'t l'�� Asn u.,I3ii�OT. y t6Q' Q -- ,t, U.P. t&D 106 \ \ i Ixrsc60 � ::::•. , x r \\ _„�ytA� �' _ ',s• WELL .— \ 5 E Dom-- "'� '<..-• •• ,.\ 'is \-`/ _G �' •1 nr. r •— \ U.P. INGRESS & EGRESS /v ,` �� _ RIGHT OF WAY co p/ �U f '' "�y :� .`2c l .att7 _ r LIBER 12310 PG. 357 r 05�+� t __ : \ : �.::de T fi •/ - `" r=i•^ N r• SJ AS TIDAL WETLANDS BOUNDARY SAS DELINEATED BY s1--- c� �� .:•: '/ F s►� � EN-CONSULTANTS 12/17/14 11� iso r N ........ Nii"'- E U.P. 5 ::`may'.... Q2" PROPOSED WATER SROX ��F ,k Lp kill at 1. 5...�'{ \'`OC\� /0 (to 052 i D 29t' �t cP 1-1 p GK 1'TAP N/2•SUPPLY LIKE PROPOSED ':. :"`. � Of `i� AREA OF DIS715FRLiANCEZ.'.•r' OCj S 28,200 S.F. . � 25, RIG �g4•�9kd� � ;;�� :,.= �ET1 8N `� CE pA PROPOSED :• :,. •:. ,_/rte s \ �`�, q ff( UIEU $34't L.P 70 52 PROPOSED 4'DWc4'DFEP r POOL EXCAVATION INSFECTiON REQUIRED POOL EAR ......... :' : .. i LAND N/F �, FOR�AITARYfSTEM I Q„:: _: COYOTE PROPERTIES LLC B4( HEALTH ®EP ��'(��I�t` ......( o LOT 58 DWELLING W/PUBUC WATER j x ,1>o l �Z PROPOSED { AREA OF K-GWWG 4' L FENCE SIL \ o WILL UTILIZE FHL FROM ON SITE E XOkVATM OF PROPOSED DWELLING& POOL. I 1 ` S.C.T.M.# DISTRICT: 1000 SECTION: 113 BLOCK: 8 LOT: 7.6 & 7.8 SM BRROWNOWN EL3 D SILTY SAND FFL EL(21.6) SCRICAL SILTEEN SECTION -4' FOUNDATION M A p l 1 5 2017 , WALL PALE C.I. LOCKING GEOTEXTILE FABRIC Q SP BROWN FINE COVER TO GRADESAND CELLAR SLAB E:L(11.5) FINISH GRADE SUPPORT POSTS �-- WOOD OR METAL pUILDING DEPT. (11 5) 1'MIN-2'MAX Z (0 Z FLOW DIRECTION TOtiVNI OF SOU'Tf1OLD 1/4"-FT. o'MI 1/8"-FT. 6 COVER ' 6 COVER EXCAVATED AND ELEV 2,7 -10.6' 6n1 6• SLAB (100) BACKFILLED TRENCH INVERT- WAPALE TER IN (10.45)VER (1�R INVERT INVERT EXISTING GROUND $P BROWN UPON COMPLETION OF DEMOUTiON (9.75) (9.87) _ - FINE OF EXISTING DWELLING & SANITARY FLOW 8'0 3' COLLAR _ SILT FENCE WILL BE INSTALLED ALONG POOL CLEAN --�I-II-� -�-�y �� I�- I I I�I , I I- I�I F SND THE 100' TIDAL WETLANDS SET BACK LINE BAFFLE MI .COARSE =1 f=i �� (� �=� �_ PRIOR TO NEW CONSTRUCTION. " 4 SAND & �_�� = i[' `. ��_��_ �� k 3 -8 GRAVEL _I I L_I I I�I C TIDAL uMIT OF WETLANDS URI DICTIO DEC TANK 3'MIN 4 2•MINIMUM - 17' 1 TIE LINE DIMENSIONS USE 4" DIA. APPROVED SEWER PIPE I MCDONALD GEOSCIENCE 1 , ALONG HIGH WATER LINE. 1,500 GAL. S.T. (s.o) -L JAN. 20, 2015 DS S BACK r� r r r zLAN WET .r- rrrrrr . WATER SERVICE DETAIL HIGHEST EXPE=GROUND tit r r A r r r , MON. \ \ c0�� + sf r r r .- WATER 0.2.7 t 5t N tC w r r koll 0 v0cof-10 r .01;� ` 465 Q \ ` � 20' X 1" COPPER TUBINGS °�WNpw/PueL�WATER ,ON N`rva R►" o TYPE "K" SOFT COPPER TUBING o` 150' w '` �Y 4.B� O„ 20.0 x �S�z. rrrrrr � M. TO DWELLING-am- Q' MON. 2" PLASTIC PIPE 446' _ _ - Q RUNE)(605 : ::;..:•: • iPROPERTY LINE o ' 4-1 Anz; ; , rrrrrr 106ExmnNG WELL jr N \ E U.P. ... •s:•::::.- INGRESS do EGRESS \ CR 5t0_ '„ RIGHT OF WAYp +Q (i �r LIBER 12310 PG. 357 �( 052 BE ti� ::: :;`:'' nDAL wErtANDs BOUNDARY 1�7 - ` :'-•:_.. (I. s).:..•'�'S:. .' `,{ L DELINEATED BY NO N� �.• l� 7� L__ 4't • �( Y EN-CONSULTANTS 12/17/14 I WI t�ego N fix'.:::::•`.=.` :::::. p \\\ GEORE'�MPv ' �...-• � <�`•:. :;.. �� ^�Su-yr 1N 5 :::j%;:�};.1�.��.•,-.:'_. F,�' �OJaO ��1/`/ ,+ 02,WcF .Eb,�s• erilj2 LP aM .•,�.'�� ''- tti0 � , DWELLING o 'O2 ?v �I. 570 52.9 PROPOSED':k RUN �9 q'� EX I p LP �� 0 gP`Gr W/WELL WATER 6z �� 0.3 2 1-TAP w/Y SUPPLY LINE PROPOSED :moo` ' EX :'•• F� O 4j0 T370 AREA OF DISTURBANCE bs LPLP _ .. •. rj • OF 28,200 S.F. t +• alf0.�, N G 49 U) i'' 25 0'� PROPOSED av ^�1 pCE (0 P 5-6 BEDROOM EM 0 z / I P Q°52' f� MEW ` �• U. cm U.P. g7 PROPOSED pR0 6 30„� 112.00 - O k tl POOL DRY WELL L PROPOSED ON G ::. :.:::: �ti I o 0 POOL EQP. ::ii':; •::.:.2....: : More. N77 1 97. s,ro :c_o `fi':.::.:pR0 LAND N 8.0 0.3OF IF . p0 !-.._: o:;::::::•' ` I LOT 58 COYOTE PROPERTIES LLC X 113.20 W/PUDWELLING WATER x GE /,>� C1 930Hw 4' POOR FENCE I s'Lt `� O 0.5'E E;77016 AREA OF RE-GRADING I w Z. 0•N WILL UTILIZE FILL FROM ON SITE EXCAVATION OF 1 PROPOSED DWELLING & POOL � 1 i p u \ Lfl N LOT 59 TOWN OF SOUTHOLD LOT COVERAGE (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY) LIMIT OF 1 DC (113,192 SQ.FT. or 2.60 ACRES) TIDAL WWETLDSr JURI a AN SDICTION PIPE MON. EXISTING PROPOSED 3 �/� \ 112 00 W/DWEELLJ W� HOUSE: 815 SF 1,869 S.F. LOT 60 FRONT PORCH: 46 S.F. 68 S.F. ICK SIEFS: 47 S.F. (NIA) REAR DECK W STEPS: 327 S.F. 652 S.F. PERVIOUS DRIVEWAY: 1,950 S. . (NIA) 5,700 S.F. N/A) ^%0 l� 0 LOT 61 950 S.F. 1050 S.F. (NIA) - t MASONRY 11111 277 S.F (NIA) LOT 62 I 1,188 S.F. 3,539 S.F. or 3.1% AVENUE OR 1.05% 2�g 2a 0p0 #'�5 1 MEDWAY i DWELLINGS o�- w/Pusuc WATER MON. µPp OF LOT 63 150' NYSDEC LOT COVERAGE 2 LU FIRM ZONE MAP 136103CO481H (UPLAND AREA LANDWARD OF TIDAL WETLANDS BOUNDARY TO ELEVATION 10.0) „I o DRAINAGE CALCULATIONS: (36,OEXISTING 0 TS G. or 0.83 PROPOSED g7`��5ACRES) ��1Q LOT 64 Z o THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 5' PIPEI W - LOCA71ONS SHOWN ARE FROM FIELD OBSERVA77ONS HOUSE: 815 SF N A 1,869 S.F. (NIA) 0.2W � a�2 AND OR DATA OBTAINED FROM 07HERS. A) PROPOSED DWELLING W/COVERED PORCH: 1,913 S.F. FRONT PORCH: 46 S.F. N A 68 S.F. (NIA) / MON. LOT 65 I R.O.W. 13,985 SQ.FT. or 0.32 ACRES 1,913 x 0.166=317.55 < 318cf REQUIRED t : 4 N A / NGVD 1929 (1) 8'DIA x 8' DEEP DRYWELL-338cf PROVIDED / AREA: 117,102.18 SQ.FT. or 2.69 ACRES ELEVATION DA R 2 (N/AT 652 S.F. N A B) UPPER DRIVEWAY=2,200 Sam PERVIOUS A : 1, (NIA) 1,180 S.F. (NIA) LOT 66 I UNAUTHORIZED AL7ERA710N OR ADDITION TO THIS SURVEY IS A V 0LA7101V OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 2,200 x 0.166=365.2 < 366cf SWIMMING POOL (NIA) 950 S.F. MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN 10'DL4 x 6' DEEP= 410cf PROVIDED POOL PATIO: 1050 S.F. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U N S) LOWER DRIVEWAY=3,500 SQ.FT. MASONRY WALK: 277 S.F. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 3,500 x 0.166= 581.0< 581cf THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE (2)10'DIA x 5' DEEP= 684cf PROVIDED ALL EXISTING STRUCTURES 2,277 S.F. or 6.3% PROPOSED COVERAGE ARE LANDWARD OF ELEV. i0.0 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS C) SWIMMING POOLS SHALL BE EQUIPPED WITH APUMP-OUT EXISTING COVERAGE 0.0% ZONED R-SO AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY AND MINIMUM 4' x 4' DRYWELL FOR POOL DISCHARGE. FRONT YARD: 60'MIN SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JUSTIN SCHWARTZ; EXISTING SANITARY LOCATION REAR YARD: 75'MIN MAP OF: ALLISON SCHWARTZ; GRAPHIC SCALE (r0 BE ABANDONED AND BACKFILLED FILED: WITH CLEAN COARSE SAND.) SIDE YARD: 20' MIN (45' TOTAL) FIDELITY NATIONAL TITLE INSURANCE COMPANY; POINT A" POINT B' S.T. 20 2s SITUATED AT: MATTITUCK 40 0 20 40 80 180 L.P. 1 25' 41' TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC LP.#2 28' 35.5' LP.t/3 28' 27.5' FOUNDATION LOC. 03-03-17 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P IN FEET REVISED 04-12-16 f •PHONE (635)298- ogu 1588FAXl(631) 298-1588ew 91 , 1 inch = 40 ft TOPOGRAPHY, SEPTIC LOC. & WETLANDS 01/28/15 FILE # 14-112 SCALE: 1"=40' DATE:AUG. 1, 2014 N.Y.S. LISC. NO. 050882 maintabdn= the records of Robert J. Hennessy & Kenneth M. Woychuk ut S.C.T.M.# DISTRICT: 1000 SECTION: 113 BLOCK: 8 LOT: 7.6 & 7.8 11 ka r LTH SERVICES .ENT OF HEP SUBJECT To COVENANTS & RESTRICTIONS LIBER RUCTEDk�'ORKS FOR #RIO-16-0037 W rtm�,,.Y RESIDENCE WAkt I\na t"e_MW PAGE ,Dc' MY 18 2018 1 ts, Pet to. lo • The leyor 0 a eisposal and vr,;,ter suppjy ficjroien at v& Eo, 1, vmP bCCf1 Inspected endlor certi.,ed by this Depatment of ovier agencies and tomd to C\j be t3tisfactory FOR A MAXIMUMQF,Cp BEDROOVS. 0 Craig Knepper, P.E., Chief OffiCQ-Qf YV "AQAXt9LRaN9QM0Dt LIMIT OF NYSDEC TIDAL WETLANDS JURISDICTIO TIE LINE DIMENSIONS ALONG HIGH WATER LINE. 100 BACK WE:TLANDS 100 1 MON. NIF '%5 '0 oF,NOwS to. DWELLING C;1 W/PUBLIC WATER MON -1 150, t r 6 C;l 0 4.6*N q. vi Z 00 MON. -X5 ........... (L ............... 61 LL 106p F< POWrA" STO U.P. INGRESS & EGRESS COO RIGHT OF WAY ...... ...... ........ ....................... LIBER 12310 PC. 357 .......... TIDAL WETLANDS BOUNDARY O 'Y TONE .................... AS DELINEATED BY WAL EN-CONSULTANTS 12/17/14 00- " U.P. DWELLING q()14 91S .5102. 30 W/WELL WATERPY I-TAP II/2-SUPPLY LINE 0 7 11 0.3' 5 Of 0 m I \�,\G\A C j(34.4 ao TO All GE 5-6 BEDROOM SYSTEM 10 Fp3 (0 NZ F 02 (5PM:'LDX LP. Z U.p 7- U..P. 112.00 0.0 Co ��* 16 9 30 MON. 1477* .p. <) 8.0' 03N LAND N/F OF 0 . COYOTE PROPERTIES LLC LOT 58 20 FEtACE DWELLING W/PUSLIC WATER 7 o 16'30"1 C� 11 OX N I AA 1 00 1 c SANITARY LOCATION 0117 U POINT A" POINT"13" OT 59 S.T. INLET 31' 15' S.T. OUTLET 33' 18, LIMIT OF NYSIDEC TIDAL WETLANDS JURISDICTION PIPE MON. LP#1 39' 33' 0 43' 3 "o LS LP#2 46' ()0 W/DWELWELL INGWATER LP#3 44' 35 LOT 60 LP#4 51' 43' ()0 LP#5 50, 36' LOT 0 61 LOT 62 AVENUE 1-15 1 MEDWAY DWELLINGS MON. LOT 63 W/PUSLIC WATER 150' FIRM ZONE MAP #36103CO481H DRAINAGE CALCULATIONS: LOT 64 S72THE WATER SUPPLY, WELLS, DRYKELLS AND CESSPOOL 0.2PIPE a W w LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS DWELLING, COVERED PORCH & SCREEN ROOM: 2325 S.F. 0 AND OR DATA OBTAINED FROM OTHERS. 2325 x 0.166=385.9 < 386 REQUIRED LOT 65 j R.O.W. 13,985 SQ.FT. or 0.32 ACRES —396cf PROVIDED NGVD 1929 (1) BDIA x 9' DEEP DRYWELL AREA: 117,102.18 SQ.FT. or 2.69 ACRES ELEVA 77ON DATUM: 8) UPPER DRIVEWAY-2,800 SO.Fr. 2,800 x 0.166=464.8 < 465cf LOT 66 UNAUTHORIZED AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY 10'OLA x 7' DEEP— 480cf PROVIDED I MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS71TU77ON 2.600 x 0.166— 431.6< 6) LOWER DRNEWAY=2600 SQ.FT. LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS71TUTION, GUARANTEES ARE NOT TRANSFERABLE. 432cf (2)10'DtA x 4' DEEP— 547cf PROVIDED THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS C) SWIMMING POOLS SHALL BE EQUIPPED WITH A PUMP—OUT ANO/OR SUBSURFACE AND MINIMUM 4' x 4' DRYWELL FOR POOL DISCHARGE. ZONED R-80 CE STRUCTLIRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY FRONT YARD: 60'MIN SURVEY OF: DESCRIBED PROPERTYCERTIFIED TO: JUSTIN SCHWARTZ; REAR YARD: 75'MIN SIDE YARD: 20' MIN (45' TOTAL) MAP OF: ALLISON SCHWARTZ; GRAPHIC SCALE FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY, REMOVE PROPOSED POOL 05-08-18 40 0 20 40 so 160 UPDATE DRIVEWAY 04-15-18 SITUATED AT: MATTITUCK REVISED PROP. POOL 03-20-18 TOWN OF: SOUTHOLD KENNETH M WOYCRUK LAND SURVEYING, PLLC FINAL SURVEY FOR DWELLING 03-12-18 f Professional Land Surveying and Design FOUNDATION LOC. 03-03-17 SUFFOLK COUNTY, NEW YORK IN FEET REVISED 04-12-16 P.O. Box 153 Aquebogue, New York 11931 1 inch = 40 fL TOPOGRAPHY, SEPTIC LOC. & WETLANDS 01128115 FILE # 14-112 SCALE: 1"=40' DATE:AUG. 1, 2014 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO, 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Voychuk I i •_� �r t 1 e • it ��l�a �� _ I i IPp�►t I I�r! I ll� � I�' I i < ► ^" ,� l , p i -ru l� u tr p'-p . �p2t.��=sem - •,.,-, _. ;.,., �.�:,;,. .�,�, __..,�.. .. � _,,..�.� ,...- „_ _ '�---" ..., .� c......�r.._ 4�,�.�'"� it'll-•-- �---•� ___,._ ..,..� _.._.��' 1G�fig•- •t 4�.3�Lj"4/ -.'"P.�." ^r I I �'p, 4^4 vv =ve r , rt , ----- -- _, 41 i 1 r. 07 E-5 LU _,F7 f I ( i .t1C p"t a1 .0- /Vc,1 .1 f p 'l•�� _ VVY'Al lam' 1�57 01r'Int lr TQ 6f5_ I�Z WC .77 o-r(:C��,"=_tq;z 6 ,( Q t p ' ►! ._.---^^;.'""""...-�--.^""`"�..'-- 1 ��—J� •.�1 j,9�.Mv. 952 •' •*�' -- — sIT�� 70'-0" 30'-0" 40'-0" 20'-6" 9'-6" 4'-0' 6" 9'-9" 9'-9" 61* 91-01, 6„ 3'-9 3/8" 2 5/8" LINE OF DECK ABOVE �f----------------- ---------------- -----------------& M ® DECK POSTS AS REQUIRED ®1 ® � 1 I I I I I I1 I 00 I I I o0 m rn I I 1 I I i I I I I I I I 1 oO DECK POSTS AS REQUIRED Oj o N i I I ao N L--- --� In I I I N o I 1 j I 31'-0" I I 39'-0" o Z I I � 5'-3" 20--l" I 5'-8" 1 7'-0" 26'-0" 6'-0" 1 -00 Y I i 7'-6" 18'-6" _ (n I 2813 BY OTHERS j 2813 BY OTHERS I FWG 60611R TW2432T H U Z F-- co O Q 0a0 SOLID FRAMING UNDER EJECTOR U 6x6 POST ABO ¢ Q \\Mz W 3x4 a Z N m W O o 0 00 o ~ pBASEMENTBATH � °°� m 00 22-3 x 6,-0 6x6 POST IN ME N 2x6 STUD WALL Z N Jo UENU- 00 JO 0 1 O (L CL 'n r------------- — Z L'- I I _l J I I I Q Q LJLJ I II m Z Z (n 30'-4" 15'-5" 12'-9 3/4" 111'-5 1/4" 11 w m LL. LL.. D o � o I I O x BASEMENT oN `'' 45'-9" x 22'-4 W W` ow HD I II m a, L... ENGINEERED FLOOR FRAMING ABOVE BY OTHERS 4" CONCRETE FILLED LALLY COLUMNS w o I II ao X o ,� 0 2x6 BEARING WALL AT STAIR r a} z v o c I i �m I II 1 ¢ o z to 00,� I II oM a C, Hames SD ( II o Jtn — MEI ¢ o CL 14- Up 4" CONCRETE FILLED L------------- II ,� Z N z .1 cnco LALLY COLUMN 0 z a C o „ ® 1 °° a N � m W = 11 2x4 BEARING WALL GARAGE 1 II z H 6 o, 4-2x4 STUDS UNDER 0 22'-7` x 22'-6" 00o O c�om � w o m 6x6 POST ABOVE I I II N m U J-J(n 'a cn W C J m N ENGINEERED FLOOR FRAMING ABOVE BY 0 ERS LO U co o o� W a � Fco�Oco O � n- 1 UTILITY 1s'-11" x i ii w ��s o a I II O 0� 000N �= 4Z 0 2813 B OTHERS 2813 B OTHERS N I II o m Z m m mN c =_ 1 1 II W O � W 5 �5 55 N I 1 I a X Lam.!r m mix �,, m m I II o�Zo I I IIo of I I II cmi0u00 win W to of I L------------- II Ln Ln m m v z '� 1 6x6 POST IN �� _ '2 - Lj 1 2x6 STUD WALL O NNONN NooH 1 O LINE OF PORCH ABOVE O N m Ln m n n z o n a L---------------------------- DQ O O O 00BE DECK POSTS AS REQUIRED9 = N TW 432 W2432 O 0 o on 01- wwwww ca in o mmm (nm 55555 haat wwwww wwwwlY 0 (9 L M / U •11 6'-4 1/2- 4'-5 3/4" 5'-7 3/4" 5'-9 1/2" 41M M_ n " n Q O 12-8 1/2 1$-0. 10-10 1/4 11 -5 1/4 W a LLJ 5'-3" 20'-1" 4'-8" 14'-8 1/2" 2'-0" 22'-3 1/2" tJ , W M 1'-0" lZ LU N W 30'-0" 15'-8 1/2- 24'-3 1/2" C) O N 70,-0" LOWER LEVEL E LOOK PLAN m � N O O - G 2018 ll o 87 �N TOWNoyoA 'ro -D mss NFA r ,a 10N V,C- I (f Z �_ M . .. ........-.._.. .,.. ........ .W.._ ...,.. ..W.. cW CO N 25-K 70'-0" 30'-0" 40'-0" 20'-6" W-6" 4'-0" 6" 9'-9" 9'-9" 6" g'-O" 6" 3'-9 3/8„ 2 5/8" LINE OF DECK ABOVE ----------------- ---------------- ---------------- DECK POSTS AS REQUIRED ®I ® I I I I I I I I I I I I I 0j I I I °0 = to I I I I 1 I I 1 I I I I I I I I 'ooi O DECK POSTS AS REQUIRED a Oj '001 N I I IN 00 N I I x I I I I I o I I x j I 31'-0" I I 39'-0" 200 }. o I I ►� 5'-3" 20'-1" I 5-8" 1 7'-0" 26'-0" 6'-0" 1 I 00 Y I7'-6" 18'-6" N 2813 B OTHERS j 2813 B OTHERS I FWG 60611R TW2432T I- U Z F- to O 0 a SOLID FRAMING UNDER EJECTOR O Q H- oo 6x6 POST ABO PUMP 3 i• .. M W D N 3x4 O� Z N m W w _ o O F— o p j o f I Q N O m BASEMENT, BATH �° Coco 0O ~ p M 22'-3n x 6'-0" 6x6 POST IN - 2x6 STUD WALL (I Mo '� O z z U N o Z Z r� J J 0 r----------- Z I I J J �W 30'-4" 15'-5" 12'-9 3/4" 1 11'-5 1/4" (I w m 0 101 It BASEMENT oN N I iI 0 o 0' co 45'-9" x 22'-4" ow H � I II m W W L� g ENGINEERED FLOOR FRAMING ABOVE BY OTHERS 4" CONCIRETE FILLED LALLY COLUMNS �� o I II 0 m > o C7 c Lu 0 2x6 BEARING WALL AT STAIR a} I I II °' o v ~ o c z o Mm I II o om ZQa w ,n Noy CD UP 4" CONCRETE FILLED L_ In' ,n z N z ------------ LALLY COLUMN 2868 o z a F I00 � - N 00 mw S of 2x4 BEARING WALL GARAGE I c� o Z o a, m 4-2x4 STUDS UNDER o 22'-7" x 22'-6" ( II fn N N J JN a (n m >- to 6x6 POST ABOVE I ENGINEERED FLOOR FRAMING ABOVE BY 0 ERS I 11 U O00 00 oo� 3 z N 10 16'-11" x 6'-1" iI iIIi a woUTILITY ^W. � O z OaW I I I 0 zPO M In II to 00000, QOI- W = 8 3 OTHERS 2813 B OTHERS oN I II o N z cn N N� o 0 2 1 B TH I 1 II n0 wowwww m0}. W 5 �5 55 z N I II rn � u-mwIrm W O0m I I I lot- 00000 I I IIw- vf O I I II UUUUU a � � W N 01 I L------------- II in Ln to to Ln z M I 6x6 POST IN 1 Saw — LJ 0 000MNCO � Dy I 2x6 STUD WALL N N O N N W = = I O LINE OF PORCH ABOVE O N Ln in coo n^ z c N c 4— 00000 3 W DECK POSTS AS REQUIRED �z N TW 432 TW2432 o x N 00000ac wwwww coo 55555 yaa � wwwww 0 V) 1 Ln II 1 � 5 c, 6'-4 1/2" 4'-5 3/4" 5'-7 3/4" 5'-9 1/2" flnn A c7 11 n 1 -0 12'-8 1/2 1 -0. 10'-10 1/4" 11'-5 1/4" r-- r� o Q W 1 ' N LO f � LLJ 9m 5'-3" 20'-1" 4'-8" 14'-8 1/2" 2'-0" 22'-3 1/2" i ;`� U W L` LLJLLJ " O: M 30'-0" 15'-8 1/2- 24'-3 1/2" HO I) � N o O N (S) 70'-0" LOWER LEVEL f LOOK PLAN m/ :�i N O o Q (f) AOL I U w p,RU/vc �Q h, F a F �Cc,' d V 0 `q 25-K 70'-0" 30'-0" 40'-0" 20'-6" 9'-6" 4'-0- 6- 9'-9" 9'-9" 6" 9>-011 6" 3'-9 3/8" 2 5/8" UNE OF DECK ABOVE ----------------- ---------------- ----------------F ® DECK POSTS AS REQUIRED I I M 1 I I I 0 I i t 0 I I i I I x to I i I I I I I 1 I I I I I I 0i O DECK POSTS AS REQUIRED a Oj o o I I I N N U-) I I e I N I I •- I I 1 o I j 1 31'-0" I I 39'-0" 00 �.. i 1 to Z i I to 5'-3" 20'-1" ( 5'-8" 1 7'-0" 26'-0" 6'-0" I I 1 m Y 7'-6" 18'-6" IU=- V) 2813 B OTHERS I 2813 BY OTHERS I FWG 60611R TW2432T U Z F- to O 0 a !- SOLID FRAMING UNDER EJECTOR O r;� ao 6x6 POST ABO PUMP Ui N I .. M W D w 3x4 w � Z m w 0 o O_ F- of o N O N o1 I ~ H- Z m BASEMENT, BATH w �� °° a p 22-3 x 6'-Om 6x6 POST IN co I U t 2x6 STUD WALL M o U) 0 U Z Z N Q Q I p J --1 O in Z a. r I I J J LLJ 30'-4" 15'-5" 12'-9 3/4" 1 11'-5 1/4" 11 W m LL- 0 BASEMENT o = i 110 x fn N11 O 45'-9" x 22'-40 0 w FiD I I I m o� W w L- ENGINEEREDFLOOR FRAMING ABOVE BY OTHERS 4" CONCRETE FILLED L ALLY COLUMNS m U o G 2x6 BEADING WALL AT STAIR E0 0l 1 II o z cn ``'zo O co>- I II 0 0 � 0 HW o m I If U I aco oz� a Sp 2868 1 11 1 11 0 Z a �- J J N U ym UP 4" CONCRETE FILLED �------------- 11 0 z N z zo °" � �o LALLY COLUMN � a � �* w oo a a O N m W . 2 or------------- BEARING LU 0v e�n' 1 21 `m n cn W mo, 42STUS UNDER 0 22-7x 22-6U z J 6x6 POST ABOVE ENGINEERED FLOOR FRAMING ABOVE BY OTHERS z m o -� I II F co a co N UTILITY i i i cn ^W�NIn � I.-�E 'q' 16'-11" x 6'-1" I II w wo -C o o a I I I o z �- I II O 0 00000- Qo� W 0 2813 B OTHERS 2813 8 OTHERS I II o V) z N m�N o = m 0 ¢0000 c, ;� m I 1 11 WE!w ww >. La N I II rn mtLt mmol W mm II II U c� 00 (D0 = czifcm oF- I OI I II cn UUUUU v) in fn fn o- W EN Lo Ln in In inW N91, _ I 6x6 POST IN L------------- 11 '_' u z != I 2x6 STUD WALL O N N O N N N m in t O UNE OF PORCH ABOVE O N Lo U)m^N z o N o -- 00000 3WmW c0 -------------------------- DECK POSTS AS REQUIRED "o N TW 432 TW2432 0 0 0 0 0 1=I-- w W W WW 0 = 0 to in In In In 55555 H �'a wwwww 0 V) i n 1 II 6'-4 1/2" 4'-5 3/4" 5'-7 3/4" 5'-9 1/2" M A M / 11 1 It t " > 11 ! 11 t•A C 1 -0 12-8 1/2 1 -0 10-10 1/4 11 -5 1/4 on �" W o LuI U9 � 5'-3" 20'-1" 4'-8" 14'-8 1/2" 2'_0" 22'-3 1/2" LU z Lu w c� W 30'-0" 15'-8 1/2" 24'-3 1/2" --i O I) � 0 (tnl H cn p H 70'-0" LOWER LEVEL f LOO -c-)r AN m N O O Q �oF NEW ( 6 R UNG � X n I EKY b'` ui t ` t Lu �FESS\G N o 0 N 25-K 70'-0" 30'-0" 40--0-- 20'-6" 0'-0"20'-6" 9'-6" 4'-0" 6" 9'-9" 9'-9" 6" 91-0. 6" 3'-9 3/8- 2 5/8" i LINE OF DECK ABOVE ® ----------------- ---------------- ® -----------------�,vl, ® DECK POSTS AS REQUIRED I L'�'JII M I I I I I I I I I I I I I I I I I I I I I x 00 I I I o0 I I I I I I I I I I I I I I I pl O DECK POSTS AS REQUIRED a Oj o 0 0 N I I --- -- \ L N Lo I I x I N I I 1 I I I o x � I • 1 31'-0" I I 39'-0" \ }- o I I M Z I I ►� 5'-3" 20'-1" I 5'-8" 1 7'-0" 26'-0" 6'-0" I 00 Y I I I i 7'-6" 18'-6" D N I 2813 B OTHERS j 2813 BY OTHERS I FWG 60611R TW2432T Q r- SOLID FRAMING UNDER EJECTOR O 0 Q U � 6x6 POST ABO PUMP 3 'r. .. M W cn 3x4 a 4 z N m W LLIO F- F- o� o N O BASEMENT BATH �° 00 I a ~ o 00 22'-3" x 6'-0" 6x6 POST IN o o x V (� N U x 2x6 STUD WALL M a �' z z 00 `j N O J J FL O r------------- Z � L` as N = z_ z 30'-4" 15'-5" 12'-9 3/4" 1 11'-5 1/4" II Lu mIt 0 I 1 N BASEMENT" o� m W W 45'-9" x 22'-40 W HD I II m U o ENGINEERED FLOOR FRAMING ABOVE BY OTHERS 4" CONCRETE FILLED LALLY COLUMNS U� o I II 0 x � x 2x6 BEARING WALL AT STAIR �0 I I II O Z coir � w o m p a0} I II p O � U I- wpz cpmI I I (3 I c0 Z Z Q O 2868 "' sD I II -i Wm y � oH ozzU � UP 4" CONCRETE FILLED L------------- II ,n N z w co LALLY COLUMN ® o °�° T c= a cV 0\D m S w o 2x4 BEARING WALL 1:0 GARAGE " ------------- 11 o �� o 0' ►� 6x6 POSm 4-2x4 T ABOVE DER 22-7 x 22-6 1 I I 0 z0 C)o o c (nm J ENGINEERED FLOOR FRAMING ABOVE BY 0 ERS I II 3 z '- x 00 I II •- U � c.w Lo Fcpcn cp oo:Qa 00 N UTILITY I I I i ^w N� & 16'-11" x 6'-1" I II w �� o a �- I II mZK20M m � c x ( 11 O o oF000� = maz o I II m I wowwww 4- �mo: 0 2813 B OTHERS 2813 B OTHERS N I II o == m cn Z cn In cn cn o w a N i ii 0 W O W biLjuj m LL m Ir of 0_' W m m xCD o-C 0 pjI I II U UUUUU wN� y o is I I II min in mm �o f- IL------------- M j 6x6 POST IN O CO M N 0000 `" Lj O N N O N N N O O N I 2x6 STUD WALL I o w o x I O LINE OF PORCH ABOVE O N Lo in to n n z_ d u L------- ------ 00000 3 W DECK POSTS AS REQUIRED TW 432 TW2432 00 0 0 0 o t- W W W W W ca G O O In In in In cn 55555 yaws WwwWw � La OfwIrwcr- 0 O I � L . n U "II 6'-4 1/2" 4'-5 3/4" 5'-7 3/4" 1, 5'-9 1/2" co r� G� M 1'-0" 12'-8 1/2- 1'-0" 10'-10 1/4" 11'-5 1/4" o "� W a 4 co 1/2- I I,; ��, LJ 14'-8 1 2" 9 5-3 20.-1 4r-8" 2r , 22-3 1 2 w M r " LU 30--0" 15'-8 1/2" 24'-3 1/2- 1 J1 O N LOWED LEVEL fLOOIW -=ANLiLL/jo" N O p Q (n F LU r 93 = cn M 0 25-K BUILDING DATA: GENERAL SHEET NOTES: EARTHWORK: road THIS BUILDING IS DESIGNED ACCORDING TO PROVISIONS OF 1. SEE COVER PAGE FOR GENERAL NOTES FOR FRAMING, AND ROOF DECKING ATTACHMENT. AMERICAN FOREST PRODUCTS CONSTRUCTION MANUAL AND 2. ALL DIMENSIONS SHOWN ON THE STRUCTURAL PLANS ARE FOR GENERAL USAGE ONLY, AND THE 2010 NEW YORK STATE RESIDENTIAL BUILDING CODE SHALL BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BEFORE ANY COMPLIANCE OF SOIL COMPACTION AND OTHER MEASURES TAKEN TO ACHIEVE THE ALLOWABLE BEARING PRESSURE IN i,....,* CONSTRUCTION BEGINS. UNLESS OTHERWISE SPECIFIED, DIMENSIONS ON ARCHITECTURAL AREAS OF BACKFILL SHALL BE FIELD VERIFIED BY A QUALIFIED SOILS ENGINEER. GROUND SNOW LOAD 25 P.S.F. PLANS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL PLANS. WIND DESIGN SPEED 120 M.P.H. 3. ALL LOAD BEARING WALLS SHALL BE A MINIMUM 2x6@16° O.C. W/ DOUBLE TOP PLATES WIND BUILDING LOCATION EXPOSURE C OR STRUCTURAL INSULATED PANELS (PER ARCHITECTURAL PLANS). CONCRETE: SEISMIC DESIGN CATEGORY B FIRST FLOOR DESIGN LOAD 50 P.S.F. (40 LIVE, 10 DEAD) COMPLY WITH ALL ,gni-- SECOND FLOOR DESIGN LOAD 40 P.S.F. (30 LIVE, 10 DEAD) ) UNLESS OTHERWISE SPECIFIED ON THE PLANS HEREIN OR BY MANUFACTURER LITERATURE, UNLESS NOTED OTHERWISE, CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF F'C = 3,000PSI, WITH NEW YORK STAT ROOF SYSTEM DESIGN LOAD 40 P.S.F. (25 SNOW, 15 DEAD THE MINIMUM FASTENING REQUIREMENTS BELOW SHALL BE MAINTAINED. E & T FROST LINE DEPTH MINIMUM 42 TOP OF FOOTING ROOF FRAMING ALL SLABS F C = 3,000PSI (4,000 PREFERRED). ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% AIR AS REQUIRED AN cS WEATHERING DESIGN (CRITERIA SEVERE DESCRIPTION OF ELEMENT FASTENERS ENTRAINMENT OR SHOW EQUIVALENT FREEZE-THAW PROTECTION. '- 'i ' 'UIVS OF TERMITE,DD SIGN--CRITERI MODERATE TO HEAVY BLOCKING BETWEEN JOISTS/RAFTERS TO TOP PLATE, TOE NAIL 3-8d /t P� �4 r� �' �.I�� !lei Z'. � 'w �e_' 1.:..$ CEILING JOISTS TO PLATE, TOE NAIL 3-8dQ CEILING JOIST LAPS OVER PARTITIONS, FACE NAIL 3-10d CONCRETE SHALL HAVE A MINIMUM COVER OVER ANY STEEL REBAR ACCORDING TO: ��/(� (/�J Sg`-� THIS BUILDING MEETS THE PROVISIONS COLLAR TIE RAFTER, FACE NAIL 3-10d DAT C' PLANNING BOARD OF THE NEW YORK STATE ENERGY CODE RAFTER TO PLATE, TOE NAIL 2-i6d SOUTHn' !�- fSEE-PRINTOUT-E3F-RCSCHIK-AN�4tYS10- ROOF RAFTERS TO RIDGE, VALLEY, HIPS 4-16d TOE NAIL �', L�r: OLD TAW 3.16d FACE NAIL FOOTINGS (TO SOIL) 3 F ( -- TRUSTEES *THIS H NOT A 3 LEVEL HOME, IT IS A 2 LEVEL HOME PER WALL FRAMING h -)� �itl� ,L.'�""�, R ° AT DEFINITION IN THE NYS RESIDENTIAL CODE BUILT-UP CORNER STUDS 10d@24' O.C. — PIERS 1 N.Y.S.DEC BUILT-UP HEADER, TWO PIECES w/ SPACER 16d @ 16' O.C. ALONG EACH EDGE — PILASTERS 1 1611 F,: CONTINUED HEADER, TWO PIECES 16d @ 16' O.C. ALONG EACH EDGE „ 1 , {; j4,i;` j'•r,',lJ'^��5 BUILDING AREAS: 1 _ MAIN LEVEL . . . • • 1858 SQ.FT. CONTINUOUS HEADER TO STUD, TOE NAIL I4-8dOd@ - SLABS 1 FROM TOP r OCCUPANCY DOUBLE STUDS, FACE NAIL 10d@24. O.C. „ C., .'`'?�'- " 0 1 r F t,'t f 0.r I rr USE IS UPPER LEVEL . . . 1138 SQ.FT. DOUBLE TOP PLATES, FACE NAIL 10d@24' D.C. — WALLS 1 2. I;°- _ �' r°,:.. ,'� �. PLUi�,��Pd�a UNLAWFUL I� LOWER LEVEL 1329 SQ.FT. DOUBLE TOP PLATES, 48' MIN LAP, FACE NAIL 8-16d GARAGE AREA 529 SQ.FT. SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d@16' O.C. n I l°r ENTRY PORCH 60 SQ.FT. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3.16d@16' O.C. REINFORCING STEEL SHALL HAVE THE FOLLOWING YIELD STRENGTHS: 4' '�'�'; �'' ` '" ��InE1 MUST I/V�jHUU'- ('� (� DECK AREA 396 SQ.FT. STUD TO SOLE PLATE, TOE NAIL 3-8d Or 2-16d EL _ 4r LF? �=.. r C.O. ) CERT 10 n TOP OR SOLE PLATE TO STUD, END NAIL 2-16d (2x4 STUD) 3.16d (2x6 STUD) — 40,000 SI FOR 4 & 5 REBAR ,l'' CT E OF OCA! ►D / R P # # ALL C ry,: 1 . :ON SHALL MEET THE TOP PLATES, LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2.10d BUILDING HEIGHT (TROP OF FOUNDATION) — 60,000psi FOR #6 & LARGER REBAR Fc � . r°�`.LNTS OFTHECODESOFNEW 26 MAIN ROOF . . . . . . . . FLOOR FRAMING '-9" JOIST TO SILL OR GIRDER, TOE NAIL 3-8d UNLESS NOTED OTHERWISE ON THESE STRUCTURAL DRAWINGS, ALL REBAR ARRANGEMENT AND I�ENDINO=• SRTArLSP8'CIF4N FOR ROOF FROM WALKOUT . . 35-4 RIM JOIST TO TOP PLATE, TOE NAIL 8d@6. 32' ACCORDANCE WITH THE LATEST EDITION OF THE ACI DETAILING MANUAL (ACI SP-66 j. HORIZOIFtX `� � Ik CT�q^{ E DRS. �^r^ BUILT-UP GIRDERS AND BEAMS 10d @ 32' O.C. STAGGERED TOP AND BOTTO Jn �L C DI3�'11�snf-r9�ee,+-.�-n•�-. WIND LVLS PER MANUF. RECOMMENDATIONS CONTINUOUS AROUND ALL CORNERS. �� PouIR�D - 3-SEC GUST WIND SPEED 10OMPH (SERVICE LEVEL) LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3.16d AT EACH JOIST/RAFTER Can1aC1: !)r4 Backfill: ac: :7,.;. -;�s,: �;� , �5`°�'hef®ro - EXPOSURE "B" SHEATHING I ` " i ;�,ti,PCatiall - IMPORTANCE FACTOR, IW 1.0 (Category II Building) 3/4' THICK AND LESS STRUCTURAL SHEATHING 8d@ 6.O.C. EDGES 8' O.C. FIELD #hit the clrarnLSt,r 0i.-,o rieka'1 InSIZ M0 to Code. ( 9 y " ~ 1 1/2' PLY-FOAM STRUCTURAL SHEATHING 16d@ 6-O.C. EDGES B' O.C. FIELD ALL FOOTINGS, POST PADS, AND SLABS ARE TO BE PLACED ON UNDISTURBED SOIL OR WELL-COMPACTED FILL, OR - INT. PRESSURE COEFF. fD.18 1 1/8' THICK SUBFLOOR 10d@ 6•0.C. EDGES, 12' O.C. FIELD PINNED TO CLEANED LEDGE. ALL STRIP FOOTINGS ARE TO BE PLACED BELOW FROS 1 LINE, BUT NOT LESS THAN 24" AS E�,Et T >10 +1. 1/2' GYPSUM 1 1/4' SCREWS 7' O.C. EDGE AND FIELD 5!8' GYPSUM 1 5/8' SCREWS, 7. O.C. EDGE AND FIELD BLE -LOW BY LOCAL BUILDING CODE. ISOLATED PIER FOOTINGS SHALL BE PLACED BL_LOW FINISHED GRADE PER CODE 'NSprCTION FIEOIJU :Z- �.� - COEFF. OF FRICTION 0.35 NOTE: FROM TABLE R602.3(1) OF THE 2009 IRC. SEE IRO FOR ADDITIONAL INFORMATION. MINIMUM FOR LOCAL FROST DEPTH. FOUNDATION WALLS ARE TO BE PLUMB, SQUARE, AND SIZED TO WITHIN A 1/4" OF - LATERAL EARTH PRESSURE (PER FOOT) RELATIVE ELEVATIONS SHOWN ON PLANS. ACTIVE 35 PSF F �� rr�rcA��c �� ON LEAD C:GN`TENT BEFaR E_ AT-REST 50 PSF CERTIFICATE Or OCCUPANC PASSIVE N/A PROVIDE A 6-MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" BETWEEN THE SUBGRADE - SOIL BEARING, Oa 1500 PSF (ASSUMED) SOLER USED IN Vtli�TER � AND CONCRETE FLOOR SLABS. Rv4 C/- SUPPLYS} I EP .',' '. Z EXE'E 'CD �'` 10 r.F SLAB ON GRADE CONCRETE SHALL BE 4" THICK WITH #4 REBAR RUNNING AT 16" O.C. EACH WAY OR EQUIVALENT U WELDED WIRE MESH, CENTERED IN THE SLAB. CONFIRM WITH ARCHITECT BEFORE USING FIBERS OR OTHER O STRUCTURAL SHEATHING REINFORCEMENT ADDITIONS SINCE SLAB IS FINISHED FLOOR SURFACE. 0 PILL STRUCTURAL SHEATHING SHALL BE APA RATED AND NOT EXCEED THE SPAN RATING FOR ITS INTENDED USE, WITH A MINIMUM & WAl'k=' F' U z THICKNESS OF: SUPPLY CONTROL JOINTS IN SLABS TO CREATE APPROXIMATELY SQUARE SHAPED SECTIONS WITH NO RE-ENTRANT Q co O USE THICKNESS CORNERS. JOINTS MAY BE CONSTRUCTION JOINTS, SAWN JOINTS, OR PREMOLDED JOINT STR�PS AT THE CONTRACTORS U WALL = 15/32" ROOF = 15/32" FLOOR = 23/32" OPTION. MAXIMUM JOINT SPACING SHALL NOT EXCEED 15'. ='.USS PILACARDING REQUIRED Z m Z) ENGINEERED WOOD PRODUCTS IN THE RARE EVENT THE AVERAGE DAILY TEMPERATURE IS EXPECTED TO BE BELOW =+0'F FOR THREE CONSECUTIVE DAYS, D0,NOT PROCEED WITH. O 0 ALL LAMINATED VENEER LUMBER LVL SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF Fb = 2,600 psi AND A COLD WEATHER CONCRETING REQUIREMENTS SHALL BE FOLLOWED. WHEN THE AMBIENT OR CONCRETE TEMPERATURES FR,$'�,!!I'.°ti= JN IL SURVEY Q N z (LVL) P OF F�OUND,'JION LOCATION U O MODULUS OF ELASTICITY OF E = 1,700,000 psi. ALL ENGINEERED WOOD PRODUCTS SHALL BE KEPT DRY DURING ARE EXPECTED TO BE ABOVE 907 OR STEEL AND FORMING MATERIAL ABOVE i207, HOT WEATHER CONCRETING HAS BEEN APPROVED., O cn N v TRANSPORTATION AND STORAGE, AND SHALL HAVE BEEN SUCCESSFULLY EVALUATED UNDER NER 119. REQUIREMENTS SHALL BE FOLLOWED. zQ Z � COLD WEATHER CONCRETING z D_ D_ALL WOOD I-JOISTS AND TRUSS JOISTS SHALL BE INSTALLED !N STRICT COMPLIANCE WITH THE MANUFACTURERS STANDARD - CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE o RECOMMENDATIONS FOR BRACING, BEARING LENGTHS, STIFFENERS, SQUASH BLOCKS, KNOCK-OUTS, HOLES, AND BRACING. - SNOW, ICE, AND FROST SHALL BE REMOVED FROM ALL REINFORCING, FORMS, ANL ETHER SURFACES . WHICH WILL BE IN =I a a o WHERE DIMENSIONAL LUMBER ROOF TRUSSES ARE USED, THE 'FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING CONTACT WITH THE CONCRETE. = z N z � DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. - CONCRETE SHALL BE PROTECTED AGAINST DAMAGE FROM FREEZING FOR A MlNllr' m U:�l OF 3 DAYS AFTER PLACEMENT. L` L7.. - WHEN FREEZING TEMPERATURES MAY OCCUR, BUT IN SHORT ENOUGH DURATION TO NOT BE CLASSIFIED AS COLD WEATHER, PROTECT CONCRETE FROM FREEZING FOR AT LEAST 24 HOURS AFTER CONCRETE PLACEMENT. m LU o WOOD CONNECTORS: - TEMPERATURES OF CONCRETE SHALL BE MEASURED AT THE CONCRETE o SURFACE, AAD RECORDED FOR THE FIRST 3 o W ALL STEEL FASTENERS OR CONNECTIONS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE ZINC COATED IN �,DAYS AFTER PLACEMENT AT THE BEGINNING MIDDLE AND END OF EACH WORK DAY.. 00 � W ACCORDANCE WITH ASTM A 153, MADE OF STAINLESS STEEL., OR SHOW A SIMILAR LEVEL OF CORROSION PROTECTION. - THE TEMPERATURE OF THE CONCRETE SHALL NOT FALL BELOW: z cn z Z a TIMBER SCREWS LEAST DIMENSION TEMP. ¢ `� > F- » � LO — zZ UNLESS NOTED OTHERWISE, ALL SCREWS SHALL BE BY OMG/FASTEB MASTER, WITH A SHANK DIAMETER OF AT LEAST 0.2", >72 40 F � ?N =� E AND A THREAD DIAMETER OF AT LEAST 0.30". EQUAL SUBSTITUTIONS MAY BE MADE ONLY WITH DIRECT WRITTEN PERMISSION 36-72 45 F 00 in a FROM THE ENGINEER. SCREWS HOLES SHALL NOT BE PRE-DRILLED UNLESS OTHERWISE NOTED, AND HAVE AT LEAST 2" OF 12-36" 50'F m "' ' o Z = � � THREAD PENETRATION INTO THE CONNECTING MEMBER. <12" 55'F 0 0000 en W °° (n v) N J J 1n N Y- - IF TEMPERATURE REQUIREMENTS ARE NOT MAINTAINED DURING THE REQUIRED PROIECTION PERIOD, CONTACT ENGINEER ,"n o co oo� o a F- co V)!2 co aW � NAILS OF RECORD TO DETERMINE AMOUNT OF TIME REQUIRED TO EXTEND PROTECTION PERIOD. �W�� N & UNLESS OTHERWISE CALLED OUT IN THE PLANS FOR MORE STRINGENT NAILING, NAILING SHALL MEET OR EXCEED THE NAILING ��p�N� HOT WEATHER CONCRETING 0 0 0 0o\ 1=1 �a Z OD M0)MN QOH W IN "TABLE R602.3(1 ) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS IN THE 2009 IRC. ALL NAILS SPECIFIED ARE COMMON. o F � w WHEN AIR GUN NAILING IS USED, CARE SHALL BE TAKEN TO USE TRUE COMMON NAIL EQUIVALENTS REGARDING DIAMETER. - IF CONDITIONS DUE TO HEAT OR WIND INCREASE THE RISK OF ACCELERATED CURING CONCRETE SHALL BE MODIFIED o a o 000 `` � m � WITH THE ADDITION OF RETARDING ADMIXTURES. APPROVAL BY THE ENGINEER OF RECORD IS REQUIRED. Wowwww m (8d = 0.131" 10D = 0.148"0, 16d = 0.162"0). - WATER SHALL NOT BE ADDED TO THE CONCRETE MIXES TO INCREASE WORKABILITY. ANY WATER REDUCTION AGENTS �� g 12 CD o SHALL BE APPROVED BY THE ENGINEER OF RECORD BEFORE ADDING TO THE MIX. 00000 a o v) Nv) chin W — N STEEL PLATES AND ANGLES - CONCRETE SHALL NOT EXCEED 907 AT TIME OF PLACEMENT. CHILLED WATER, ICE, OR COOLED AGGREGATE MAY BE 00000 _ 3 ASTM GRADE A36 OR BETTER FINISHED PER CLIENT SPECIFICATIONS. USED, PROVIDED THAT THE PROPER W/C RATIO IS MAINTAINED. �� N N Z La; tonin O co In N n0 O W STRAPS AND HOLDOWNS N N O N N C7 Lnll7t0 �� z W � G CAST IN PLACE TOLERANCES 0 0 0 0 0 _ C 1) ALL STRAPS AND HOEDOWNS ARE BY SIMPSON STRONG-TIE OR EQUIVALENT. - CONCRETE COVERED AS MEASURED PERPENDICULAR FROM THE SURFACE IN THE DIRECTION OF MEASUREMENT SHALL W B W B o o CONVENTIONAL RAFTERS: SIMPSON MTS12 TO BE USED AT ALL RAFTER TO TOP PLATE CONNECTIONS. LSTA18 STEEL STRAP TIES AT RIDGE ACROSS TOP OF RAFTERS NOT EXCEED 3/8". S 5 5 S 5 z w a Lal W W W W F— a' PLACEMENT OF FOOTINGS SHALL BE WITHIN THE FOLLOWING: LEVEL ALIGNMENT - 2" to + 1 /2 N ANCHOR BOLTS LATERAL ALIGNMENT f 2" O U II N UNLESS OTHERWISE NOTED, ANCHOR BOLTS SHALL BE 5/8" DIA., HAVE 7" OF EMBEDMENT INTO CONCRETE, AND EXTEND AT - DIMENSIONS OF FOOTINGS SHALL BE WITHIN THE FOLLOWING: s� LEAST 4" FROM TOP OF THE FOUNDATION WALLS. ANCHOR BOLTS SHALL BE SPACED PER THE STRUCTURAL DRAWINGS, BUT FORMED - 1 /2" to + 2" ^ NO MORE THAN 4'-0" O.C. EACH SILL PLATE SHALL HAVE AT LEAST THREE ANCHOR BOLTS. THERE SHALL BE ANCHOR EARTHCAST < 2' W - 1/2" to + 3" BOLTS A MAX OF 12" FROM EACH WALL OR SHEAR WALL END. > 2' W - 1/2"� to + 6" G� M THICKNESS f 1/2 �, o TIMBER FRAME JOINERY - THE TOP OF FOOTING SLOPE SHALL NOT EXCEED 1 IN 10. W a o 6x8 PLATE TO POST: 2-11" TIMBERSCREWS MIN PER CONNECTION. REFERENCE PLANS FOR SCREW PATTERN AND LOCATION. , _� I>:� �f=��',; w E WOOD: 6x8 RAFTER TO 6x8 PLATE. 2-11 TIMBERSCREWS TOP AND BOTTOM OF EACH RAFTER PER PLANS �� E3 _ LAG SCREWS WHERE SPECIFIEDLLJ _ pe'w �� G lLJ LU N W v TIMBERS , �� O UNLESS OTHERWISE SPECIFIED, BEAMS, RAFTERS AND PURLINS SHALL BE SECURED INTO THEIR SUPPORTS WITH TIMBER Q. a i LU = N SCREWS. UNLESS OTHERWISE NOTED, SOLID SAWN TIMBER SHALL BE #1 AND BETTER DOUGLAS FIR. TIMBERS SHALL BE PLANED TO 3/4" UNDER THE STATED NOMINAL DIMENSION. GLULAMS ARE SOUTHERN YELLOW PINE, 24F-V5 M1 -1 .8E NO CAMBER, '287 N p O GENERAL NOTES: SIZED TO THE STATED DIMENSION. `roN Q SUB-SLAB PREPARATION, DAMP PROOFING OR WATERPROOFING, ANY SUB-SLAB ELECTRICAL, PLUMBING OR RADON PIPING, DECKING AND ALL FOOTINGS AND FLOOR DRAINS TO BE COORDINATED BY GENERAL CONTRACTOR. UNLESS OTHERWISE NOTED ALL ROOF DECKING SHALL BE 1x6 CEDAR, PINE, OR DOUG FIR T&G DECKING. EACH DECKING ��' QI LgZ/80 yU 0?3 cn PIECE MUST BE CONTINUOUS OVER AT LEAST TWO RAFTERS. SECURE W/ (2) 16d FACE NAILS. TOE-NAIL AS REQUIRED TO z - _ v2 ELIMINATE GAPS THROUGH THE TONGUE @ EACH SUPPORT LOCATION. m CP CZ5 P� DIMENSIONAL LUMBER d-�o '9 �y.� yCO ALL 2x DIMENSIONAL LUMBER SHALL BE KD #2 SPF OTHER SPECIES WITH EQUIVALENT ALLOWABLE DESIGN STRENGTHS. 2x -�,0 �N Q�,``' MATERIAL SHALL BE PLANED 1 /2" TO 3/4" UNDER STATED DIMENSION. p ALL SILL PLATES AND DIMENSIONAL WOOD FRAMING IN CONTACT WITH CONCRETE AND MASONRY SHALL BE PRESERVATIVE _ \!,E) TREATED WOOD IN COMPLIANCE WITH AWPA-U1 OR A NATURALLY DECAY RESISTANT SPECIES. o 25-K 0 jv6r 25'-4 3/8- TOP OF ROOF HEIGHT FROM MAIN LEVEL SUBFL OR EXTERIOR OPENING PROTECTION 12 - - - - - - - - W1ND-BORNE DEBRIS MISSILE RESISTANT PANELS FOR OPENING PROTECTION �� L L 1 - (WINDOWS & DOORS). (BY OTHERS) STRUCTURAL PANELS: MIN. 1/2" CDX PLYWOOD. ALL WINDOWS & DOORS TO HAVE 5/4 X 4 EXTERIOR TRIM SURROUND l 1 PERIMETER. THIS WILL ELEVATE PANEL CONNECTION ABOVE WINDOW FLANGE _ - - - - - - (ANDERSEN CO.). 1T-11 3/8" TOP OF UPPER WALL HEIGHT �- - - �1T' ---_-- - _ __-_ -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_=_ - -_ _ __ __ _ FASTENING SCHEDULE: -' -"? - ---- FASTENERS: 3-1/2" NO.10 WOOD SCREWS, PLACED AT OPPOSING ENDS OF 17'-7 7/8" TOP OF UPPER WALL HEIGHT T jL'- - 411 PANEL SPACING OPENING < 4 FT 16 IN OC of \1 OPENING = 4 FT < 6 FT 12 IN OC N N OPENING = 6 FT = 8 FT. 8 IN OC _ Lo M c�.� I 3 a- \\\ / PANELS TO BE PRECUT TO FIT, MARKED ON FACE WITH LOCATION NAME, F \ / FASTENER LOCATIONS CLEARLY MARKED, WITH REQUIRED QUANTITY OF FASTENERS, ALL TO BE STORED ON LOCATION. IT 9'-7 7/8" UPPER LEVEL FLOOR HEIGHT TO ------ _ -- - - STRUCTURAL U AlS APPINGS ---------- - ----------------.---- - � ________-- TR18034 ROOF: POF PLATE BEAM HEIGHT ____ __________ C • SIMPSON MTS12 TO BE USED AT ALL RAFTERS - �� 7 1 1 i�� TO TOP PLATE CONNECTIONS. (BY HABITAT) 8'-0" TOP OF PLATE BEAM HEIGHT I I I I I17- SIMPSON LSTA16 STRAP RAFTER TO RAFTER OVER PEAK. (BY HABITAT) 1 _ � / \ TIt`dBER RAFTERS: 2-11" TIMBER SCREWS TO 6x8 PLATES. (BY HABITAT) Of to I \ Ijl N o / \\\ SECOND FLOOR: " to I a PROVIDE CS24 16 GA. GALVANIZED STRAPPING AT 16 li NAILED 0 0 W II o a \\ ACCORDING TO CODE, FROM 1ST FLOOR TO 2ND FLOOR. (BY HABITAT) N N I // 1 � \\ // FIRST FLOOR: Li- v PROVIDE CS16/CS32 16 GA. GALVANIZED STRAPPING AT 16" o.c. NAILED • IL p ACCORDING TO CODE. (BY HABITAT) Z 11 1111 1 11111100 / Li RIM JOISTS TO PRESSURE TREATED PLATE A35-4 ® 32" o.c. MINIMUM 12-8d 0'-0" MAIN LEVEL FLOOR HEIGHT o ------ M / � NAILS (BY OTHERS) Y FOUNDATION: n O PROVIDE 5/8"x12 ANCHOR BOLTS ® 36" 1 AND 12" OFF EACH F- N CORNER w/ 2x10 P.T. SILL w/ 2" SQUARE WASHERS (BY OTHERS) 0 Z PROVIDE SIMPSON HDU5-SDS2.5 HOLDDOWNS AT EACH CORNER USING 2813 BY OTHERS 2813 BY OTHERS MINIMUM DOUBLE STUDS 8 LOCATIONS (BY OTHERS) Q Cp O 1 . L PROVIDE SIMPSON SDHD10 GALVANIZED ANCHORS AT FOUNDATION CORNERS I--- T_ L' AND AT EACH SIDE OF GARAGE DOORS AS NOTED 8 LOCATIONS (BY OTHERS) U BOTTOM PLATE PRESSURE TREATED PLATE LTP4 ® 16" D.C. MINIMUM 12-8d Z .- Lld :D N N lI NAILS ALIGNED WITH STUDS IN WALL ABOVE (BY OTHERS) O O m F- Q N O� Z UO � NO J Z Z -11 1/4" LOWER LEVEL FLOOR HEIGHT Q J 0 10'-5 1/4m GARAGE LEVEL FLOOR HEIGHT Z CL_ L.L. -JJ C, TONT ELEVATION Z Z ('i m EEm La v p W M O Z m O UC9 F- wp0 � U ZzaQ 0 _j\_j LoC r = i 25'-4 3/8" TOP OF ROOF HEIGHT LO Z N z a C FROM MAIN LEVEL SUBFLOOR 1 o a 00 - - 00 z = o f 0 0000 Celli -1_ UOUppU N3z � W cn N-I-j N y J - L0 �- F- In L0(0co aWa =E - W\�N\ QOyOm. r LL 0000 0 1 0\)M N -< 0 000- Z01000 /'e_- W pwWww O WQ PNT7641 �� i1a _ i`._1-i -1, _ 17'-7 7/8" TOP OF UPPER WALL HEIGHT - _AL1- _ ti 1 1 ------------ - - - ------ ------ cn Z 5;5;5;5; - �: > JJ 5 0 5 5 5 5 c } — �.— -I��— 11 -------- -_'1.��.-.�..�.r. —� -... ____----- W O W W WW W O m m er 0: u- x W RQ: O U / \ / \ U LL Q _1-i_ �- c.9 In C9 m ch d C _ 11---1-L_i 1--�-- - to (n y y y _. �.-_lam-L—1 1_J-__L�_.f .1)-�-. 0 0 0 U UCID ._I Ll-1-I-.,- .. I 1_1 -1(__l-..1- 1 i-_!I ' 1-1_- J t= c 0 / \ �-" -11-i�.�-L._ 1 1 --1-'-1-1--i --I--LL.L-1-1- In In In In In ~ V Z oI to / \ 1 u O/ \ O 1�1�L—LIQ--_t L_l _: I , -.1--t1.-L - 1� -I 1 L,' 1-' \\\\\ N N — W _i- ►� \ / t_ T �—I \ L�.1__1 - i Ll_ 1 1 J L i .+L_ � \\\\\ O � li Q W O 13'-1 3 8" TOP OF KNEE WALL HEIGHT - i � L�,.- Li i-1__il.._' �` ' ��-�1- � ^� ------------- -�- ------ -'1- N J L_LL�_Z i Ly.l: 1'- Z 1 _l. 11_ \ / L -_:1 :AL1 oOOOO UON in w W W W W Q = N y y fn y y 55555 = n; - a 9-7 7 8 UPPER LEVEL FLOOR HEIGHT w w w w w f-- ' u L ,L -------------- _ 8'-2' TOP OF PLATE BEAM HEIGHT I _ I,... cn c.� i N 77 _tTr_ sh- t 7 --------------- — -.� ��= -- I,1..]_1 1,1 iTl�� — --------- — __ — _ — 8'-0" TOP OF PLATE SEAM HEIGHT ` ` o NN 1T J J (� i 1 l Lo loll CD (D IN to o 1to =I If 3 l !-�-,.- I �_." _:�� 4-1 1 I ' U W M 0'-0" MAIN LEVEL FLOOR HEIGHT Z --- -- - --------- W W N W _LT 1LLJ vi 1 N O O �- DL N Q D14 ' w J i o �.�P�E o;�gib,�.. cn °23 . » _ REAR ELEVATION _ 10_1 1 4 LOWER LEVEL FLOOR HEIGHT -10'-5 1/4- GARAGE LEVEL FLOOR HEIGHT -------------- --------------------------------------------------------- p p�s�,2 _j O 87 e SON E . N cm=; \CC:4) N O 25-K 0 25'-4 3/8" TOP OF ROOF HEIGHT 11 i FROM MAIN LEVEL SUBFLOOR _ - - - � -� - --a 1 -i �_L �_ _1-= 1. = u_i LL_: 1T-11 3/8" TOP OF UPPER WALL HEIGHT _L1-1- _ 1_ _u_�l._L .i-I_��_ �i;. -' ---------- -- -- --- -- - ---- 17'-7 7/8" TOP OF UPPER WALL HEIGHT - - - - - - - - - - --- - - 1 1 1 F 12 .- J 9'-7 7/8- UPPER LEVEL FLOOR HEIGHT ___________ i 8'-0" TOP OF PLATE BEAM HEIGHT - 8'-2" TOP OF PLATE BEAM HEIGHT 11 T 1_ 1111: � �111L 0 - T 041I 1_I 0'-0" MAIN LEVEL FLOOR HEIGHTr-I ------------- --------- ------ ---- ------ --- - -- - -- - l - ---- ------ U ❑1:11 - ❑ O 1- V)� 2813 BY OTHERS 2813 BY OTHERS f- V Z Q �p O \ U Z Ld -7110 Om � ~ N 0 LEffT SIDE ELEVATION Z0 z O (n V) U J Q0 _j J z (- C- OLL_ J -J Q a a LIQ Z z (n m La x o N C) W Z m O 00 HWf:. o FU zzaa O wco tn � 50 25'-4 3/8- TOP OF ROOF HEIGHT p o\ � >- moo.. FROM MAIN LEVEL SUBFLOOR - - fir- m -oa '- N � ZC ~ \ m W x 00 N �QQ O Z W (nNOJJO QNm � UZC-) H3z � In F (0LoCoco d W Q � Lod\\\\ F- 4 Den- r-<�s C'4 p t O w d \ \\\\ m D 00 Z0 0 0)M N Q O I•- W OF000.- x � � 17'-11 3/8- TOP OF UPPER WALL HEIGHT 17'-7 7/8" TOP OF UPPER WALL HEIGHT 11 w o w w ww m c>- W o- of w ooco 1_ 00 C9 V) a w (n ~ N (n (n (n(n(n C� C) 000 w V) TOP OF KNEE WALL HEIGHT ------ - N 1- -i� L- Ir`�1 J J �I�\nn Zw� p 3 W �- —L _�. -11-- 00000 � OSN 11 4 L � N(W (I%N h �Q = 9'-7 7/80 UPPER LEVEL FLOOR HEIGHT _ w w w w w I=- a ----- ------------ IX- w(If 8'-2" TOP OF PLATE BEAM HEIGHT o I U II N RIGHT SIDE ELEVATION- C14 N L-• p o W Q H ur) t0 0'-0" MAIN LEVEL FLOOR HEIGHT � -------- -------------- U W � M LVL HEADERS CONTINUOU G N v FOR ENTIRE ELEVATION Q vi SIMPSON MSTA24 STRAPS oz NAILED ACROSS LVL ONTO N O Q DOUBLE STUDS. INSTALL ON INSIDE FACE OF WALL [111:1 E[111 EEIJ J o Q 8D RINGSHANK O 3' O.C. p FOR THIS LOWER WALL, to a = U NOT 4 O.C. nnFl I nF nnFl nF1U &L J ATLEASUPLAP T 10A THING AND NAIL O `��QF A/� F OFF WITH SD O 3. O.C. GJ� -10-11 4" LOWER LEVEL FLOOR HEIGHT ULILI __--- ___- ____ O' G� a -10-5 1/4- GARAGE LEVEL FLOOR HEIGHT GD9070 BY OTHERS GD9070 BY OTHERS SIMPSON STHD10 STRAP HOLD-DOWNS (8 THIS ELEVATION) A OHO = CAST INTO FOUNDATION, AND NAILED `, TO DOUBLE 2x STUDS IN THE WALL v. N Z I17 M W O 70'-0" 45'-8 1/2" 24'-3 1/2" 10'-1 3/4" 10'-3 1/2" 9'-6 3/4" 4'-0" 3'-8 1/2" 12'-3 1/2" 12'-0" 5'-2 3/4" 4'-11" 5-1 3/4" 5'-1 3/4" 4'-11" 4'-7 3/4" 4'-0" 4'-0" 3'-3 7/8" 7'-2 5/8" 1'_g" 6'-1 1/4" 5'-10 3/4" 30'-0" 16'-0" 20 6" 9' 6" 4'-0" 101-311 101-31, 00 L � I ca o� I SCREEN PORCH oN ,n 19"-11" x 9'-6" O CATHEDRAL LINER CEILING w/COLLAR TIES DOWN 0 0 I r \ 4 N '� DECK 0i w 9'-6" x 20'-O" >: rn LINE OF BALCONY ABOVE I CID - Y 4x6 4x6 U xPOST IN POST IN 0 N FWG 60611L FWG 60611L FWG 60611L PANEL C 35 PANEL I TW 432T TW 432T TW2 0410-2 U Z 04' zWIN, - — N Q co O M N 10'-0 1/4" I I 10'-6 1/2" 1 1 9'-3 1/2" i ------ DW o c -----1 z (o U \ I I 1 1 1 O O N '`� .. L LJ Of I I I I I Z O m w o 0!5 I I I I 1 1 Q e N Y uj'i zo- I I i t I O N N O Z o Wo_ I I I I I KITCHEN I BATH z I I I I 1 15'-7" x 14'-6" 4'-6" x 8-0 z BATH #2 Q rn m a.J m 6'-0" x 10'-8" T UO O m I I I I o 1 � _! Z Z U <o I I Q I00 J J tY 11 I IF7 a 1 �, L Z CL n- OLL. 11 I I p J 1 ( 0 --1 0 I I ",- J Z Z W I `n D I I I so BEDROOM #1 _ _ (n � �I I REF. 2468 2868 10'-11" x 12'-2" m �- 1� i ib Q: 1-1 1 of o W w 11 M F1M 1 I I 15'-3 7/8" 12 -10 7 8 �.,.,", 11'-5 1/�" 1 WX F F 1 I j ,11�(�J�, ( FL0 R LOAD - -- ``' a S'I" SU I W Li LA_ 0 M 1 1 00 Go m 1 I i �� aQ,� \�� V 16'-5" x 3'-5" 7500 0 -6068 � ' cn c� o o W Z � 0 3� 1 1 I I 1 rb �v in �" IZ� o Qv � woz 2068 5068 2868 z V) U o\ s F— N i 1 GREAT ROOM i i � o o aLo \ 30-3 x 23 4 � J J - U o I I I ao 6068 z i CATHEDRAL CEILING I 1 o N ao -�- -W- � - m - o a 2-TIMBER TRUSSES 11 0 0 PANTRY r, coo z = m CL r \ i a 0 o z°o 1 1 �i �\ I I 1n o o �� o cn °' I I I ��, �� I I 5068 BEDROOM #3 U z ib m� i 1 �,P00 �� I I ENTRY 10'-11" x 12'-2" o F co Coco o BM = a~ s C) � oa I 1 i��'� �� I I n 11'-7" x 6'-9" oo BEDROOM #2 ❑ 1- Ld �lt]04 f- y 10-0 1/4 10-6 1/2" 9'-5 1/4 » co s 12 4 x 8'-11n o\r- �No � ooa N N --- --- \z\\\\ a �t DO MSM m � D I 1♦ �I I r— -- 000 O_ = oQL" ul p Li N NzinU)mn O W Q � o TW210410 TW210410-3 TW210410 5 n 5 5 55 I WOW WWW }. Of2 LD 'o 0 04 3068 DFC 866SD6 R -CN o 'to0 ENTRY PORCH 0_ 0_ 0_ 0_0_ = 03 — F- J E \\\\\ _ Y 14'-7" 3'-10" j' NNONN hh = cn EAMED CATHEDRAL ROOF SYSTEMS ❑ o Wcn \\\\\ m N DOWN — M 00000 3 �c' ----- uj T1W210410-2 C15L-P3 50-C15R LW oW WW w ww oo o STANDARD SHEARWALL NOTES: u) in v) in 5. 1/2 SHEATHING NAILED TO 2x FRAMING 3 5 5 5 5 5 W H ay W W W W = W Q Q of of Ix WITH 8d RINGSHANK NAILS ® 4" o.c. ALONG ALL SHEATHING c� EDGES, WITH ALL EDGES LANDING ON LUMBER FRAMING z _� M DOWNLAP WALL SHEATHING ONTO RIM BOARD .z-Q (� to n � AND NAIL WITH (2) ROWS OF 8D NAILS ® 4-O.C. w J SECURE RIM BOARD TO SILL PLATE WITH o SIMPSON A35 FRAMING ANGLES (ON INSIDE) ® 32" O.C. ALONG THE ENTIRE LENGTH OF THE WALL SECURE SILL PLATE TO FOUNDATION w/5/8"x12" ANCHOR BOLTS w/ 1 x3 /4"x3" " PLATE WASHERS AT 36" o.c. ALONG 1'-0" 14'-8 1/2" LENGTH AND ® ALL CORNERS PROVIDE SIMPSON STHD10RJ STRAP HOLDDOWNS CAST INTO THE FOUNDATION AT " " ' 5-2 3/4 4'_11" 5-1 3/4 5 -1 3/4' 4'_11" 4'-7 3/4' 4-0" 4 -0' 6 -2 1/2 5 -9 1/2 6 -2 1/2" 5'-9 /2" o 0 DESIGNATED LOCATIONS -- - = Lu NAIL STRAP HOLDDOWN TO DOUBLE 2X STUDS OR 11MBER POST ccn . cr, IN END OF WALL WITH 16D NAILS (CAN NAIL LLJ `a 23 1 1 3 9 - /4' 10- / -6 3/4 3'-8 1/2 12-0' 12'-0" U STRAP THROUGH SHEATHING IF DESIRED) 10 U 3 1/2" 3 1/2" W W W v 30'-0" 15'-8 1/2" 24'-3 1/2" I) 75 c Fn 0 vi MAIN LEVEL f LOOK FLAN 0 70'-0" N o 0 Q (s) HABITAT FRAME NOTES: _ () FULL EXPOSURE WALL SYSTEM U ell PLASTER & BEAM MID-FLOOR SYSTEM OVER CENTER SECTION ((� CONVENTIONALLY FRAMED MID-FLOOR OVER RIGHT SIDE WING 'CE OF CONVENTIONAL ROOF SYSTEM OVER GREAT ROOM w/ 2 TIMBER TRUSSES �� l. BRO �� / r� O CONVENTIONAL ROOF SYSTEM w/ TIMBER COLLAR TIES OVER CENTER SEC110N AND SCREEN PORCH CONVENTIONAL ROOF SYSTEM OVER REMAINDERm el BEAMED ROOF SYSTEM OVER ENTRY PORCH CATHEDRAL LINER ROOF SYSTEM OVER SCREEN PORCH ALL EXTERIOR TRIM & SIDING BY OTHERS ,G 87287 G: D 9' FOUNDAl10N HEIGHT � ,ce�S9�� Z \24 M ENGINEERED MAIN LEVEL FLOOR FRAMING BY OTHERS W 25-K 70'-0" 30'-0" 16'-0" 24'-0" 20'-6" 9'-6" 3 1/2" 4'-2 1/2- 7'-0" 4'-2 1/2" 5'-9 1/2" 2'-2 1/20' 8'-0„ 2'-2 1/2" 5'-9 1/2" 3 1/2" 5'-8 1/4" 8'-6 1/2" 5'-8 1/4" V-8 1/2" 3'-6" 3'-6" V-8 1/2" 4'-0" 4'-0" 3 1/2" 3 1/2" 2'-6" 2'-6" 4'-3 1/4" 4'-3 1/4" 16'-0" PNT8060 I I I I I I I I 19' 11" I I I I 1 I I I I I I I I 1 I I I 1 I I j I I I o o I I I I I I I I I 1 I I I 1 j I Z BALCONY - I I 16'-0" 4'-6" Y 11'-7" V-71U C� 8 -8 8 -8 __-- _-- _- PNT604 ABOVE __ _____ _ ______ _ ___ __ PNT 7641 ABOVE ___ _ _ L,=,_ (� TW2 410 FWHID6 611 APLR TW2 410 T 3'I6" KNEE WAiL H IGHT Cl5RT-P 550T-C15LT 3'-6" KNEE WALL HEIGHT I— U Z -------- = \ Q cp O M I 1 1 j Z Z U \_ LLJ Z � m Of I— D °_° 00 N O LINEN I MASTER I BATH 7'-0" WALL HT. t° Q ~ 0 a, 00 I I ) 16'-1" x 111'-0" U co CATHEDRAL CEILING O U 2x4 INTERIOR I/ 4068 ` I Z Z o I I BEARING WALL 1 \\ 00 I • d- I ICING BED I /`1 ` to I O (' 'J J O I FLAT CEILING `\ N 1 / o I- '�' Z n" Iz I I i/ it i/ m 1 W a N J J O iNL _ LLJ 2868 \ \ 12468 i� N \ — Z Z (nlawiC \ 1 / I G' f o m LL- LL- � o MASTER �EDROOM �� 12'-10 1/4" \\ I 11'-511/4" i I x N 0 22'-11" x 114'-6" r�� 11'-1" x 5'-4" \ I i/ r m cW,, LL- CATHEDRAL C LING w/ FLAT CEILINGIIin z N o `►+ oN 6x8 TIMBER CLLAR TIES — I xo I I \ '. I _ 4 01 a � CD — I ---- -- - - - - - - -- - -------- --- - - --- co Q o I I ROOF LOAD ❑ r� M C9 0 N N SLX F1J J cn O 6500 # / I ` o ¢� I- >- X Coll a M 1 IDN �� \ to l l �� 12'-6"px S-11" / a \ a I I \` N j l FLAT CEILING / ado z m I \\ 2x4 INTERIOR 1668 / � \BEARING WALL Ln 00 0 1 HALF WALLS I LOFT 2668 / 00 x " / 0 (n U' U' V' (� Q W M O a) I I I — 111 -7 x 10-6� o UEn z0oo� cno � 1 / F= co O � .Q 00 I CATHEDF AL CEILING w/ \\ / j N ,n O 3 z a 6x8 TIMoER COLLAR 11ES \ BATH 3 O / <-w ;:7, i I \ 10'-1" x 6-2 00 I o�.- Np a o o 0- .4- 4- I I FLAT CEILING `� // N 000 Z M CD In m =a o M I I \ 0 / - -- 00000, soQz ------------------ -------- ---�- I `� / BEDROOM , #4 � Ld to W pQ0000 Nm O Q o TRI 34 --- I [Z] \ 10'0 -11" x 14'-6" 00 5 5 5 55 __ ex I \ FLAT CEILING I W o W W W W o>- W [V N N � �� WW W mm ----- \ O O O <> x x \ i 00000 � Z � 0 - N I TW2442-2 N I TW2 42 T P15 P15 - �, �, �, �, �,�, a o �- - LI------ ---- --- ------- -------- ----------- -------- - iv \ UUUUU 4JNmN 0 0 M _ j x-j - V3 LoininLoin � 03 � I I N I N I 00 \\\\\ y h Z W" ,q- -q- I \ G19 G20 cn 1 00 \I GABLE PANEL FORMS i1 4 N N O N 00 M I M 1 11 DOUBLE ;TOP PLATE \\\� 4 z N 1 ----- Ln to co r,r- 00000 _ L------ ------ ------ -- ------------ -------M -- -- 3 u o W ---- 0 m 0 o p = _ ~ C15L P3550-C15R W W W W W I o =D o ---- - -- cn cn cn cn cn 55555 V) WWWWW La 0 U II � M_ 5'-1 3/4" 5'-1 3/4" 3'-6" 3'-6" 6'-6" 6'-2 1/2" 5'-9 1/2" 5'-9 1/2" c c W Q LU N � t0 10'-1 3/4" 10'-3 1/2" 9'-6 3/4" 4'-2 1/2" 7'-0" 4'-2 1/2" 12'-8 1/2" 3 3/4" 10'-11 1/2" 3 3/4" U 9 so M 3 1/2" G5 G7 u-i W N wm O 28'-5" 11'-7" vi 30 0 _ Fn� O UPPER LEVEL fLOOK PLANLLJCLI70 -o„ N o O j w � OF N�-:, � a 04 �A 872g7Cie Z cn j N 25-K 0 70'-0" 30'-0" 40'-0" 20'-6" 9'-6" 4'-0" 6„ 6„ 91-01, 6„ 3'-9 3/8„ 2 5/8" LINE OF DECK ABOVE ®j----------------- ---------------- ® ---------------� _ DECK POSTS AS REQUIRED I I I I I I i I I 0 00 I I I co I I I I I I I I I I I I of I ® ® DECK POSTS AS REQUIRED ® 1 Oj o o O @ I o N 1 = N 00 = II N I I o II = I II 31'-0" I II 39'-0" - _- 00 }- o 5'-3" 20'-1" I 5'-8" 17'-0" 26'-0" 6'-u" Iif 0 Y I U C� 2813 B OTHERS 1 2813 BY OTHERS I FWG 60611R TW2432T ~ U if F— Z coO a _ � m SOLID FRAMING UNDER FUTURE BATH 22'-3` x 6'-0` N r W = m 6x6 POST ABOVE � Z O m w w n- 0 LLI o N O N _ n-J ~ H- Z o r c0 Q O m 6x6 POST IN o o (n N U = M 2x6 STUD WALL - a J Z Z N o J -� R `n BYO ERS r------------- _ Z �- �- O 286FIR DOOW I I I 0 J _I D I II J Q Q I Ii W I If „ , Z Z (n 30'-4” 15'-5" 12'-9 3/4" 14) 1 11'-5 1/-I" III ,� m 0 0 I II o BASEMENT ON N I II r o F `�' 45'-9" x 22'-4` m w H- / / I I I m a) m C o ENGINEERED FLOOR FRAMING ABOVE BY OTHERS 4" CONiCRETE FILLED LALLY COLUMNS w l o I I I r x 0 2x6 BEARING WALL AT STAIR li �1 �`�S � � �, _ z � � �0 0 0 00 C1 O Q lc-,-,- �' Z ;; �/�i%'/%////./iii �.i/'jfOm I II �, � 2868 °- o S� I II o o Q� � � ------------ o cn co UP LALLY COLUMN CONCRETE FILLED �_ \ _ w • �� m a „.,. N \ m W S GARAGE r------------- „ _.` 00 _ o i 2x4 BEARING WALL _ M I II m �� a 12 m 4-2x4 'STUDS UNDER b 22-7 x 22-6 i I I v z N o o N °° M 6x6 POST ABOVE I ENGINEERED FLOOR FRAMING ABOVE BY 0 ERS I II O V V N 3Lo z UTILITY co to N I II �' �W�Ssin � aw � 0 I 11 W O � T �N0 QONOd x 6'-1" 11�-' I if ado z porn r�i� m o �U I II O OOOOON QCMSI ' A � O I II m a, wowwww LO c= 0 2813 B OTHERS 2813 B OTHERS N I I1 0 5 Z)5 5 55 = _ v) z v) cn cn cn w a IN 1 II rl W O W W ww Q >- W I if I- 0 I a Qi� I Il 0 v0CD000 aceto _ I V G I iI 0c) c.) 00 W ��„ � H o I �,� I I1 m ►nU-) mm xo3 � i 6x6 POST IN �� H N — W L— .- .- U Z I 2X6 STUD WALL NNONN � N I O LINE OF PORCH ABOVE O N ,n ,n to � L_ __--_____________________ -.---- O O O O OQ U O �'j TW 432 TW2432 0 0 0 0 0 g o t wwWww co o mmmmm 0- 55555 tn wwwww FE La a 0 O I M ' ^ U I z -z� 6'-4 1/2- 11, 4'-5 3/4" 5'-7 3/4" M M 1'-0" 12'-8 1/2" 1'-0" 10'-10 1/4" 11'-5 1/4 W a � M N Lo Luto !D 5--Y 20-1 4-8" / 2-0" / U °� " 14 -8 1 2 22 -3 1 2 W W z M l.� -- — LU LLJ N w 30'-0" 15'-8 1/2" 24'-3 1/2" N w O LOWER LEVEL f LOOK PLAN w IV O O w i c , / P� J r-- � p Z ;z N ✓ � 0372ul dVA m � o `,4 25-K SPLICE 70'-0" i 30'-0" 40'-0" CORNER REINFORCING DOWELS IN ALL CORNERS SPLICE ' 6 91-9. 9 -9" g'_g°' 6 3'-9 3/8" 36'-0" ' " ' , � �� HORIZONTAL REINF. PER PLANS 2 5/8" FOUNDATION WALL HOLD-DOWN ANCHOR BOLT CORNER PLACEMENT DETAIL SIMPSON HDU5-SDS2.5 HOLD-DOWNS SSTB24 ANCHOR BOLT WITH CONNECTING ROD • AND COUPLER. • HOOK ' LAP SCHEDULE 2" FROM SIDE & 7 7/8" FROM END OR AS TYPE MASONRY CONCRETE MIN. NOTED PER LOCATION �� LINE OF DECK ABOVE �� ♦ SPLICE 48 X BAR 0 40 X BAR 0 2a" --------------- --------------- --------------- � -- • • HOOK 20 X BAR 0 12 X BAR 0 12" HOLD-DOWNS LOCATED AT M �y �� 10" CONCRETE FILLED BUILDERS TUBES 1 FOUNDATION REINFORCING CORNERS OF HOUSE AND I w/ 20" x 10" DEEP FOOTING ENDS OF EACH SHEAR WALL 8 LOCATIONS AS SHOWN i TO MIN. 42" BELOW GRADE (3-TYP.) S1.0 1/2" = 1'-0" I 12" CONCRETE FI ED BUILDERS TUBES I I I w/ 24" x 12" DEP FOOTING I TO MIN. 42" BELOWGRADE (6-TYP.) I 00 . \ - I I LAP REBAR PER 1/S1.0 2' \\ I „ , , . I KEYED COLD JOINT \ N. 6 g'-g" 9 -9" 9 -6" 6' I /FREBAR CONTINUOUS THROUGH JOINT F�(#4 E.W. @ 16' O.C.) 0 111=III-11 �- J/ I VAPOR BARRIER AND CLEAN WELL DRAINED �� FILL PER ARCHITECTURAL DRAWINGS. 2 SLAB CONSTRUCTION JOINTS �\ �_o _ I 31'-0., I 39'-0" Z 5'-3" 20'-1" 5'-8" 3'-9" I 6'-6" 28'-9" Y HDU5,SDS2.5 (minimum / 2" doublestud) �� / -- --------------------------------------------------------------------------------------------------------------------------------------- I_ U aI •y ��1. + . •i? i .�, i '� ti .7�! •r r. fit•r i° - 1r r' �r'' ,,a u. , r� •ia�• �!rs:.'., <<. �+r`�`�7::yS ' ''y ?:� `++' v r ,.- oo �_ I \ Z b ? H'�t s s �o. '' res. - X�' h ti i `. :�• ?s C1D r�----------------------------------------------------I r-------------------- ---------------------------------------------------- I M —7 f`� N oo ^ _ r/ EXACT LOCATION OF MASONRY EXACT' LOCATION OF WALL \ •• ` W O I OPENINGS TO BE DETERMINED L- DROPS TO BE DETERMINED - �^ _ I BY CONTRACTOR AT JOBSITE NOTE: +•� Z O m � I 2'-0" x 1'-0" CONCRETE BY COiNTRACTOR AT JOBSITE °' I I " I SIMPSON O \ H- •., F I is I I STHD10 _ (V O (n O I PILASTER IN FOUNDATION WALL I I w/ 12"x36" FOOTING UNDER I I LINE OF RAISED FLOOR TO I I I I I Z Z BE DETERMINED AT JOBSITE \ J I _I SIMPSON I of I I 1 1 J O \_ \ STHD10 r"j Q J J I 1 I i � o J Q Q � Z Z I) 30'-4" 15'-5" 12'-10" 11'-5" I 1 4 m of o I I FOUNDATION NOTES: (HOUSE 9' HIGH WALL) CONCRETE FOOTINGS (2-TYP.) CONCRETE FOOTINGS (2-TYP.) I I I I EXACT SIZE OF CHIMNEY » " „ TO BE DETERMINED BY 10 POURED CONCRETE WALLS 3'-0" x 3'-0" x 1 MO DEEP w/ 3'-0" x 3'-0* x 1 w0 DEEP w/ i o �, N La o CONTRACTOR AT JOBSITE w/ 2-#5 REBARS ® TOP OF WALL & r__ __� 3-#5 REBARS ® 12 o.c. EACH WAY r__ _ 3-#5 REBARS ® 12 o.c. EACH WAY o x I i \ #5 REBARS ® 48" o.c. BOTH WAYS o/ I I I I I 1 ; z (n 0 40 4J z m o I i I 24" WIDE x 12" DEEP CONTINUOUS CONCRETE FOOTINGS I I I ( I i I `� o v ,� Z I j j w/ 2-#5 REBARS CONTINUOUS —'�--+--I-- *— I—'— , j j $ z z a a � \ I I TO MINIMUM 42" BELOW GRADE I ( I I ICJ O 0 0\ t/l c N I / 4" POURED CONCRETE SLAB IN BASEMENT L__ __J L__-_ J I I p o ¢ a i - w/ #10 6x6 WELDED WIRE MESH I ( I I I _ `l 04 a o '-- j w/ 6 MIL. POLY VAPOR BARRIER I I I I 1 SIMPSON co \ z ~ » » +--I--- Iy I STHD10 I o a I I 5/8 x12 ANCHOR BOLTS ® 36 o.c. AND ® ALL CORNERS I I I I 1 \ m I I INSTALL A MINIMUM OF TWO (2) BOLTS PER PLATE SECTION I 1 W = oj I I NOT MORE THAN 12" OR LESS THAN SEVEN (7) LINE OF RAISED FLOOR L__ __J 1 1 O o co z o I BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION o TO BE DETERMINED BY ( I I o v z v oocn a N m U I ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE -I CONTRACTOR AT JOBSITE , o O H 3 z I EXACT LOCATION OF MASONRY I I I ui � V a W Q M I I I U0FcoLnocn co 52 a- a0 I I OPENINGS TO BE DETERMINED 1 I ^ \\ w\ \ = F. o BY CONTRACTOR AT JOBSITE I N o o o I I cn •- LO N_ �- N 00 I _____________________________ FOUNDATION NOTES- (4 FROST WALL) Q \z / L------------------------------ I 10 co M a)MN m M o I z 10" POURED CONCRETE WALLS 1 1 o F 000- = o a z r I 01 w/ 2-#5 REBARS AT TOP OF WALL o/ I I o clfI w o w www o ~m ___________________________________________________�� I cV 20" WIDE x 10" DEEP CONT. CONCRETE FOOTINGS I i `� cn z (n cn N(n La = ,�,, ------------- ------- oj I -~------ - w/ 2-#5 REBARS CONTINUOUS 1 1 w o w www o W TO MIN. 42" BELOW GRADE I < � w M w Mw La o m m r. \ L--• ------ o �� I PITCHED TO DOORS FOR DRAINAGE 1 1 ,,, - N r____________ 4" POURED CONCRETE SLAB IN GARAGE I I o o� I- o 7 7 8 10 (CONCRETE FILLED BUILDERS TUBES » ,n ,n ,o ,o,n s >+ " I 5/8"x12" ANCHOR BOLTS ® 36" o.c. & CORNERS I I o U v v 0 U Lj 0 3 1 I/ w// 20" x" 10" DEEP FOOTING /J DROP WALL MINIMUM 12 FOR GARAGE DOORS 1 �� H N z TO NEIN. 42 BELOW GRADE (2-TYP.) -____________ ____________________________-- .�;• 1 u,IMPSON N CO O N 00 o N r ? 1 r /� .v fi•, 4, Z G (D - ----------------------'[� ,+. .';.r j .}r'r! x' Y 4 ►' :bC�:"r?K��:n.�Y N! `;7..+y1 �THD10 U7 Lo to NNLa t3e / _i • ;..:r•.t.••.•,t w • v �. •r " r i N:.JIh ? OOOOO C T ---- La LINE OF DECK ABOVE \ '- - ---------------------------------------- w w w w w o = � _ EXACT LOCATION OF WALL 5 5 5 5 5 N a a = BOTTOM HORIZ. REINFORCING STEEL PER PLANS 7 7/8" DROPS TOB DETERMINED NOTE: of of w mix w w w w w a BY CONTRACTOR AT JOBSITE PROVIDE SIMPSON SDHD10 GALVANIZED ANCHORS VERTICAL STEEL (IF REO-D) PER PLANS NOT SHOWN h�' � AT FOUNDATION CORNERS AND AT EACH SIDE OF GARAGE DOORS AS NOTED ON FOUNDATION PLAN ,r, r4 ° .•• . :� •: :. °•i• INSTALLED PER MANUFACTURERS SPECIFICATIONS CD FOUNDATION WALL PER PLAN •. 4'-0" MIN •` e' °' •f I 'I, • d {. •' + ' " . . •�� ;. , : y :, "� •'. . D 1'-0" 12'-8 1/2" 1'-0" r,, c 0 2' -O" MAX .� ,,. •' :f a :i. ,• r ° 14'-8 1 2" 18'-3 1 2" U W so _ •: 5'-3" 20'-1" 4'-8" / 2'-0" 4'-0" / W r� .., ..�: .: . ''• REINFORCMENT PER W tiJ C.4 W FOOTING SCHEDULE ° .a • 'a 30'-O" 15'-8 1/2" 24'-3 1/2" H A. 0 ? " STEPS PER FOUNDATION PLAN W = • 1 70'-0" � 0 � D I-- Q (n1 3 TYP ELEVATION OF STEPPED STRIP FOOTING a� ra E w y � 087V va fOUNDATION PLA �o N Z V7 M W O c N 25-K 70'-0" 30'-0" 40'-0" 28'-6 3/4" 11'-5 1/4" 4'-0" 2-200 P.T. HEADER 4- 10 1 T. RDE 00 1 to o o 7x, P. BL CKIN AT MID AN n. a 0 0 N 2x1 P.T. JOIS ® 16" .c. N N w 4x EXT ERIOFDECING N 0 0 I I oN 4-110 T. G DER 2-2x10 P.T. o HEADER ATTACH DECK NAILER TO HOUSE w/ rn 1/2"x5" GALVANIZED LAG SCREWS 01 SPACE LAG SCREWS AT 16" o.c. x I o' STAGGER PATTERN TOP AND BOTTOM 2x1 P. BLC CKIN AT MID AN PLACE LATERAL LOAD CONNECTORS Z a:'. AS REQUIRED AT EACH END OF DECK 00 ol INSTALL AS REQUIRED BY CODE XI PER MANUFACTURERS INSTRUCTIONS Y NI SOL BL CKI I UN R A P TS 2x1 P.T. NAI4ERR SOLBL CKI 16" L.V.L. HEADER o/ 16" L.V.L. HEADER o/ I-' C.1w/ IST HANS - UND R A L P TS 2x6 BEARING WALL UNDER 2x6 P.T. SILL UNDER F• Z F cp O 0 Q SIM ON A.5-4 AM G A ` S 16 LVL, H DE o/ JUN[ .L. LO ING 4- .L LO ING ON I SID ) O O.C. ALO 2x P. SI U ERN R L TS \ U ( R L P TS U P THE NTIR LEN 0 THE ALL Z O m w Z J °' O O W N F— N O Z -S ao S PO UN ER V.L. EA TO V (n (n O �O N z 2x BE ZING AL UN R B 0 P T I INT IDR SAL wJ J J C� CL. 0 2-L.V.L. BLOCKING o Z UNDER POST ,'ABOVE _ iE 16 1-J S ® 1 0. w 3 T& PL 00 -i Q Q t� EXACT ZE F I OIS D R ED Y PP R o z = Z Z N ® m O CA mO O O o0Q ZNI NEX T E H RTH O t° F OP IN 0 D 'ERNI ED p z c� w�` ¢ W W LL BY UIL R JO ITE 4- V.L LO INC4- V.L. LO IN -� `'''' X =�w °O X o j UN)7-R ST BOULL U2x HBE ING AL HuN R UN )---R ST BO wo >a \�00 w0 C) o 0 o J I O _j(n M Z W O Q " WL~� E ot = ___ �-' Jz� I � (o ZZJQ M 2-LV.L. BLOCKING ° 16" L-V.L. HEADER 0 T >o z in 0\ N =CE N UNDER POST ABOVE I Z in -I o w -' -j (n N 30' 3 1 _ 17' 1 a 11 1 0 z� \ I Er o \ 4- rE Qoa C I O - z No16" L..V.L. HEADER 12 1 m W = 0 2x BE IN AL UN R o "' °Do 0) W N O U Z 0 0-� Q N m � O V v in z >:a: w \\\� a =� O W \ LV B CKI 4- . .L. LO ING m oN � �No Qooa Jo Lt DE ALL OS UN R L P TS �ZMrnM\ t�ON I j O F000- = -0 -3 H H H- H 000000 LLte; 16" .V.L. HE ER / 4- .L LO(KING io V)i Z V) (n V)(A p SIMPSON A35-4 FRAMING ANGLES 16 L.V.L. HEADER o/ 2x1 P. SIL UN R UN R L P TS = w o w w ww (ON INSIDE) O 32" O.C. ALONG 2x10 P.T. SILL UNDER � w w w w ujw O>m- THE W iv THE ENTIRE LENGTH OF THE WALL - \ aW O °0 M O �Z O 2x P.T. NAI R 0 0 0 0 o + r '"" vii w J01 HA GER c�ic�i � �� W � N I � o W 0 3 O I ti a> .. _. ■ In to In Oto = J 2X8 T. ® 6 c. W/ 4x EX RIO DECING NLn ov y O (� t7 N00 N N O N N ___ � oN m In In (o r-� L 00000 3 j 4-2x8 P.T. HEADER/GIRDER 16" L.V.L. HEADER o SUPPORT UNDER L.V.L. BEAM TO 0 no no 9 o o: LENGTH OF SHEAR WALL W W W W W G N 2x6 BEARING WALL UNDER BE SOLID POST IN EXTERIOR WALL W W U) Ln m o 0 0 A35 REp'D V E OF SHEAR WALL 5 5 5 5 5 N a• [�/f F-- SHE ACHE E DIA RAGM E. W W W W W a AF tr..i Dr Sr+E nH V.AL w OIAPHRA04 O ATM JOIST OR CONTINUOUS BLOCKI DOUBLE TOP PLATEN In a in HEADER p' CD WINDOW I DOOR f Ic10 NAIL INO OPENING (2 2X STII I NAILE) IR 3X AT OMMON I DES IF I I O'D 4A POST OH BY HEM S EDULE E.N. STAGGERED IF M 1:11 21 STITCH I.AIi-FD DOUBLE STUD 1'n POST OR (2 c to (2) 2%STITCH NAILED LU 'Q �GT� E.^.UE NAII INC I'CA SHErH SCHL DULL Lu 10'-0 1/4" 10'-6 1/2" 9'-5 1/4- 14'-8 1/2" 12'-10 1/4" 11'-5 1/4" U HOLD DOWN PER PLAN W LOCATE UNDER WINDOW W V PE - --- 80 OM PL _CONNEC ON IF POSSIBLE = M 1 -O>r nOl UOnN PCR PLAN—.4SHEAR EDULE W N LL ' S 'W 30'—On 15'-8 1/2" 24'-3 1/2" PER SHEAR SCHEDULES Q L O RIM JOIST • .•rr s•' O N A35 AS REO'0 n• M1 . w... • ! .. / �� EW 1, /L`�=/ BI SriAH SCHf UULE �.�• '�••.y,;.y.Y:, •!�! M •.�•• I.• v ` CONCRETE FOUNDATION R R'I/V^ /��fr N O O 70'-0" !;^••'i. f'c�2500 PSI MIN. V l! V t+' ;;;II-^I--"`��' U •r•' UFANCHORBOLTS PEO SHEAR SCHEDULE 8 UNDAON PIM. MIN 7' EMBEDMIYPICONCRETE v l CALSHEAR WALL DETA(LI G U w 1/2" = 1 C) 1 1- =,j tp_�4s, 1��0 0872'6 E"I �a ss`I°�� O MAIN LEVEL f LOOK FRAM ING PLAN PL NOTE: FLOOR FRAMING 5PECTICATION5 TO BE CONFIRMED BY LOCAL SUPPLIER OF ENGINEERED FLOOR MATERIAL N Z Ln M WO o (� 25-K 70'-0" 45'-8 1/2" 24'-3 1/2" 20'-6" 25-2 1/2" 6x10 PLATE BEAM w/ 1-A-095 TIMBERLINX CONNECTOR FROM PLATE BEAM TO POST 36" KNEE BRACES AT EACH POST w/4-6" LAG SCREWS 0 I in cn I— ;Z ;Z O :3 (L< 0 m w 3-6x8 COLLAR TIES ® 4'-10 1/4" o.c. m m Ir 0 0 i C14 x Lf)�Uain 0Wm N rnm 0z o 0101zWW az x<Z< oU OJ CD d cD U a I z M10'-0 1/4- 10'-6 1/2- 9'-8 3/4" 15'-5" Y I— N 2x4 WALL PANELS 2x4 WALL PANEL _ N V z 6x8 NOTCHED POSTS 6x6 POST UNDER 2x4 BEARING WALL PANELS Q (o O 6x8 PLATE BEAM w/ AT GABLE DORMER 6x8 PLATE BEAM w/ 6x11 POST UNDER 6x10 PLATE BEAM w/ U 11"w .. r- W p TIMBER SCREWS 11" TIMBER SCREWS 13 TIMBER SCREWS (L 3 V) O mF- o - a w W 040 o 3 Wm azz o '— F- Z x kQw J o U O N —1 m Q O z Z J U aF 3 _ Q IX o J ca z in C' (L 0 z m p J J p It J Q Q LTJ N p Z Z to x 2-6x3 NOTCHED 8x8 BOTTOM CORDS m LL" LL- 0 o i CON NUOUS POSTS AT AT TIMBER TRUSS w/ II EACH SIDE OF CHIMNEY 3-8x8 WEB MEMBERS N tO w/ 1 2"x6" LAG SCREWS m 40 7x10 NOTCHED (POST 6 3/4" x 12" LAM. GIRDERS 0 X o AT LAM. GIRDER w/ 15" TIMBER SCREWS (TYP.) 40 POST UNDER o a v o z za cr POCKET NOTCIH IN GIRDER 7x1O NOTCHED 7x8 POST UNDER 0 0 o H ME � N FOR 6x8 PLATE BEAM POST UNDER 3 z ::� != i'zC.) a W 15'-5" 12'-10 1/4" 11'-5 1/4" _ 00Z a J m 0 F z cr ® 6x6 POST (X) m `'' a Qm AT STAIR J N (nNJJN aW� y~ °' a F 6x10 PLATE BEAM w/ w U 0 3 ' Upaci ~ NUJ r 13" TIMBER SICREWS V co:z\\� a W Q M N 6x8 PLATE BEAM w 6x8 PLATE BEAM w o o N\m cclJ o Q o N0 ate. / / 6x11 POST ¢ I \Z 11" TIMBER SCREWS 6x8 NOTCHED POSTS 11" TIMBER SCREWS AT CORNER 3 10 0000-0 a Co I-- w AT GABLE DORMERFx a z 0 6x10 PLATE BEAM w/ of cn z(n m(n(n w a w F 2x4 WALL PANELS " Z w o w w w w 4- __ � 13 TIMBER SCREWS 6x6 POST UNDER w w o w w ww >- x4 trLL� R'�R W �mm N " 4x6 POST (UNDER 2x4 WALL PANEL e a in z cV C� C9 C9 C�U � 0 0i 4x6 POST 00000 WN � �' io to Wn n W) n Lo 0 3 •- •-� U z 6x10 PLATE BEAM w/ O CDD M N 0\0 N H 2x4 BEARING WALL PANELS Lo tn m r- 00000 z dN c 13" TIMBER SCREWS N N O N N C7 3 U 0 _N� 6x6 NOTCHED 4x6 POST UNDER o~ CORNER PO1ST (n w ca wwwww ca C>N N N 55555 H � Q wwwww � ixwwir 0 J _I � D `II N N M O O O W Q w 9 � 10'-0 1/4" 10'-6 1/2" 9'-5 1/4" 1'-0" 14'-8 1/2" U W W W M z W LLJ Lu N W 30'-0" 15'-8 1/2" 24'-3 1/2" Q6-) N ,W,.,/ L.� 7(0'-0" N O QQ Q RU I t/1 UPPER LEVEL PLATE BEAM PLAN c) 0872a� FES cs N W O c N 25-K 7a'—o" 30'-0" 40'-0" 20'-6" 9'-6" 15'-8 1/2" 24'-3 1/2" 10'-3" 10'-3" 2x8 RAKE LADDER 2x8 RAKE LADDER 0 I 20 WALL PANELS \ 0 Lo W W Q Q W WLu Li _ = m W U w m W = p p p O p O O m W O Lj p O Ld 3 O W NZ N N 3 S O y- O m ( m ® pJ„ O � O O X N to ° U O O N N 2+'`'� Q°° x �P`� ROOF OVERFRAME 04 � L) ,9 N N a \ 3 %, :j X 3 'Q� N 3 M �P O Q o - 1 00 M m o F'P 4, d mm N 3tp .- mm Q W Z -JI d Z Z M to N to N Y O U) N \ 2x4 WALL PANELS / 2x4 WALL PANEL N f- U z \ 6x8 PLATE BEAM 6x8 NOTCHED POSTS /// 6x8 PLATE BEAM 6x10 PLATE EAM BELOW 2x4 BEARING WALL PANELS BELOW \ U \ UNDER TIMBER TRUSSES/ J d1NDER TIMBER TRUSSES UNDER TIMBER TRUSSES w/ 3x10 H ER w/ w w/ 11 TIMBER SCREWS' r- Lit � z `\ / I- 13" TIMBER S REWS a_ `\ �� o o O N m E- 00 0 01 3 1O'Lp 1/4" 10'-6 j/2" 9'-5 1/4" z m o Q F- z -o O d \ / O Z O (n (/) 0 N \\ /' Oxo z J z z \ / O_ \\ /' 16x10 JOISTS 4D 3'-9" o.c. wV of J J O \\ /� 2x8 FLOOR ISTS ABOVE 3 z (L (- LL a w Z zV) m m Li LI_ D x 4'-3 3/4" 3'_g" 3'-g" 3'-11 1/2" 12'-10 1/4" 11'-5 1/4" v 6x8 RAFTER PAIR AT GABLE 2-8x8 RAFTER PAIRS 6x8 RAFTER PAIR AT WALL 0i of HALF-LAPPED AT PEAK HALF-LAPPED AT PEAK HALF-LAPPED AT PEAK `r 04 io w/ 4-4" TIMBER SCREWS w/ 4-6" TIMBER SCREWS w/ 4-4" TIMBER SCREWS W, 6 4" x 12' L GIRDER UN R cn m o w 3wl 10TIMBERKI EWSBET (�j TS 6 3/4 x 12 LAM. GIRDERS BELOW o to '- rr o O " 0 ¢ � 'C> ZC9 WZm Z 10 NO HIED HEADER 0 H Q f- w " TIMBER SCRE -' J � - 0 o 6' 1 7/8" M ,o z N ~ z 6x6 NOTCHIE w/ Li 9'-8 5/8" 10'-6 1/2" 9'-3 5/8" w 13" TIMB , SCREWS of a o- 6x10 NOTC D HEADER J N 0 0 0o a W`6m` � o, J Z o w/ 1/2"x6 ' AG SCREWS w v z v o o v to c J -' COUNTERSI & PLUG m o F- 3 OXZ 00 J W) PcoW)10co dWQ � x 6x8 NOTCHED POSTS oo W 'n z o o Z 10 No Co O 0- 04 6x8 PLATE BEAM 6x8 PLATE BEAM Ln a 1 \W to rn m w a o UNDER TIMBER TRUSSES UNDER TIMBER TRUSSES O UNDER MBER S N w/ 11" TIMBER SCREWS I J 'n o F o 00� = o Q z 6x10 PLA EAM BELOW 3'-2 3/4" w/ 3x10 HEADER w/ r 3 vwi z N cwn NUJ C) w a O 13 TIMBER CREWS 0 i-- 2x4 WA 1 Z 55555 N W O W W W W of mmw O>- W uj CL c W C9 C9 C� C�C� � ~Z P- of 4x6 POST IUNDER 4x10 PLATE BEAM m v v v v v �- N H to o N U*) LotoLoin 3 000OM NCO NHZ W I N NON N 6x10 PLATE BEAM BELOW 2x4 BEARING WALL PANELS BELOW Lo Lo(on^ z c N c 00000 3 V O N 6x6 NOTCHED 46 POST UNDER 00000 CORNER POiST to to to to to WWWww coo 55555 Nags WwWWW YE La a 0 p _I Lo � I � M_ t O 'co" W a c Fes- I N to to I tl I H I I I 11 I W t0 10-0 1/4 10-6 1/2 9 -5 1/4' 1 -0 14-8 1/2" U W W M z LLJ w N m v 30'-0" 15-8 1/2" 24'-3 1/2" O y W = 7Q'-0" N O Q UCL a F '�A E W UPPER LEVEL TIMBER JOIST PLAN _)3 vu 0872' _ � r7 W O 1= C,4`,4 25-K 70'-0" 30'-0" 40'-0" 20'-6" 9'-6" 15'-8 1/2" 24'-3 1/2" 16'-0" o I I I I I I I I I I I I I I I I I o I I I N 10'-0 1/4" 10'-6 1/2- 9'-5 1/4" SIMPSON A35-4 FRAMING ANGLES I (ON INSIDE) SECURE DOUBLE JOISTS I (AT ENDS)TO TOP OF BRACKET PLATE I o w/5 MIN. I I 7) 4-2x10 P.T.. HEADER GIRDER w HANGERS • I a � Nx Lo 2 0 P J STS 4x6 DEC ING ox _ 0 I 2x10 BEVELED HEADER N N \ j 2x4 BEARING WALL / 2- 10 .T. ILE w AN ERS c� 2x4 BEARI2x12 HEADNG ER WALL UNDER I- V Z \ 2x4 B ARING WALL w Ij // 2x4 BE AIRING ALL w 6x10 PLASI BEAM w/ Q ~ .. Lj o \ 6x8 P ATE BEAM BE W w/ �i // 6x8 P TE BE M BEL W w ` U o X BE LED OCKIN w/ I! 2" BE LED B OCKIN w/ vw 2x8 EIF JOIST F— n 2"�I INSU ATION 2" RIG INSU TION ZO \ m F- I— Y f- Po A N II--- Z rn oo \\\ I // j J Ld � o Q O lAJ N \ I // 0 3 0 o O Z Z U I cn T!, BR GIN ® IDSP N -� QJo \ I / Of N N \\\ i N// x LW Ld Ld Q Q Q Lj LJ Q Lj Q N m Z Z N N x x m LL Li 14" l .L. RI E BO D 2x1 J01 TS 16" o.c. N N ci o w 4 T&G PL T V OOD a io N 2x12IFTERS ® 24" c. " m 'o w 5 CDX LYWO -mm-- 'I �F6 3 4 x 1 AM. GID `O J 2 2 S LID LOC ING z c� o W x tn c w 4x10 B KING BELO ® CD U DER POS A VE � ~ o 0 o �-; o < LST ---_- -- �t3 " � 2x8 JO _-- --- cn 6 /4 x 1 LA GI ER ELO - — - - - J o H zo H N N H BACK 11R 0 0 ¢� t-- Z Z N N EADER F N 3 � � � za � w N N ©LD B - 1" I- \ ` c a 2- 12 HE DER - - -- W � W S 0 -- - - - - ---- d 0 ONS I w o BR GIN ® IDS N \� 0zvoo� � Nc � 2x4 B AIRING VALL w QJ' L 2x4 B RING ALL w �~„ a =F- 6x8 P ATE 8 M BE W w '9 6x8 P TE BE BEL W w N a ►� �n N.- f- f-<n m / ti ! I m oc� o oN ��No QoOa. N 2" BE LED OCKIN w/ ++ X �Ff- 2" BEVELED B OCKIN w/ N o -, _, -�_, _ -'T I z ,��,�N m o 2 RI INSU ATION N 2 RIG INSU TION � J z Q �n o F o 0 0.- = o a Z 2x4 GABLE ALL PANEL x w w N 6x'10 PLATE EAM w/ N m w o w www o m m o 3x10 HEAD BELOW " X x 5 5 5 55 5-a x m 0 2-1 3/ x11 /4 .V.L NN w0wwww iv I 2x10 BEVELED HEADER 2x10 RAE LADDER 2x10 BEVELED HEADER -w x -' 2x1 BL CKI U ER ALL ABO J01 S DE 2x4 � w w-Q: o m m BE RING WALLAB o z o 0 6x8/4x8 RAFTERS Y ch v)N v)N a c 4x10 PLATE BEAM BELOW w - H ® 3-6 3/4 o.c. o w/ 11" TIMBER SCREWS to Lo Lo Lo tnI- 0 3 c�z w/ 2x6 T&G CEDAR c� 2x1 HE DER o o to N o\o H Ln 'y' �r 6x10 PLA EAM BELOW / / ROOF DECKING w/ o 2x BEARING AL UN -R N N O N N o o W o: 2 BEVELE LOCKING \\\\\ z =;u Ln to m n n 5 8 CDX PLYWOOD - 00000 3mow N 2x4 SO I NAILER 2x10 BEVELED HEADER -- www w w H C)� � � mm 55555 a wwwww 2x BE ED NA ER NOTE: 0 2x8 RAFTERS 0 24" o.c. o i w/ 5/8" CDX PLYWOOD o 'ii OVER 2x12 FLOOR SYSTEM N rm 2x4 R FTER ILER DER TO ALIGN w/ PORCH ROOFS a N 2 SOF NAIL 2x10 BEVELED HEADER M O t� 5'-1 3/4" 5'-1 3/4" Q N � W � 9m 10'-1 3/4" 10'-3 1/2" 9'-6 3/4" 1'-0" 14'-8 1/2" 12'-8 1/2" 11'-7" U W z W Lu N W v QD O 30'-0" 15'-8 1/2" 24'-3 1/2" '^ N ,W L L. 70'-.0" --- FN-- Q Q � U c�F �v 1, LOWED ROOF / UPPED LEVEL CONVENTIONAL JO15T PLAN �; ti � ?,Ruw� 0'�,,_ ° rb 0872$ N R0S�J�C� z M W � c N 25-K 70'-0•, V-0" 46'-0" 24'-0" 20'-6" 9'-6" -6" 16'-0" 5'-6" 13'-0" 5' 81_0r1 81-0 1'-0" 1,_0„ 6,-6„ 6,-6„ 0 I I I I I I I I I I I I I I I 0 I I I o I 1 I 1 I I I }: I I Z I I I Y U I i 2x8 RAKE LADDER 2x8 RAKE LADDERJ. (UJ) I I ---------------------------------------- ----- -- - I— p �j00 2x4 GABLE WALL PANEL 2 BARING MALL 2x4 GABLE WALL PANEL 2x EARINC WALL U I I co I I Z O mIx M m N 0 (Q t x o Q Z o I a) I c J 0 - O o I 3 Z (n V) U I -� J Z Z I fy Z $ a o U 0 W -j 1 -i — W `n Z X m a o N LLJ 2-2 2_- AER J Z Z (n - M--- N V = m — -= N 0 0 W W m LL_ O O 0 I I - N tO II ® a w J J 2X12 ® 24P.C. W w �, N m x F > 3 w/ 5 " D I yV1m w/ ( m >< r 2x12 LL FF ® 4 0. I zcn o W zo m M Q J -10 rl -1Z / OI QU OZ �Ji Z `O ,1-10 X w— 2- 3/4" 14" V.L. RI E BE I y_ N I cD Of N 3 t� X 0 Q U O a O Q I o N /' I w � �. � Q Z � I Z ado � Z� m f O W \ Q = -j p co N J ANN JJ� QWMF-- O / O O I z i - Q to F= o � aa I U Q m Q ! m O c nWC4 H � � L.0 = __ : j LLJ iii x N OI \Z\\ 1 F- O � a x N ic) pF000� = OHS I � 04 L------------------- ---------- --------- �- ----- l W 0 W WWW li � m � s --- JLn Z fn N(n En O W = w o00 f - w o w 5--ww .- 'to 2x4 GABLE WALL PANEL 2x4 EARIN WALL NDER m U. (r_Of MW C:l >m. N m 0 2-1 3 4 x11 1 4 - 00000 9x O I L.V.L. HEADER w/ x 0 0 0 U 0 = LJ O 2x8 RAKE LADDER I JOIST HANGERS `� In In to Uj� 0 3 � Ot\Ot\NO\0 hNZ W Dorn z IS N = L------------------------------J- - - 00000 3 V O W 00000 � --------------------- WWW W W G O =3O 2x8 RA E LADDER5 5 5 5;5; N a Q = NOTE: mmmmm 2x12 INFILL RAFTERS ® 24" o.c. w/ 5/8" CDX PLYWOOD CUT c ALL RAFTERS AT JOBSITE o : 11 • N 1 1 N M t� 5'-1 3/4" 5'-1 3/4" 5'-9 1/2" 5-9 1/2" M W Q c� — LY W to 10'-1 3/4" 10'-3 1/2" 9'-6 3/4" 1'-0" m Z W LIJ N La v 30'-0" 16'-0" 24'-0" O vi W = 1'-0" 70'-0" V-0" N O p Ir- O U P F'E R ROOf fRAMING P NEw of ,-o a ,RUtVG Al w N 0872$ Z \C: OFESS` o � 25-K ROOF SYSTEM GAF TIMBERLINE ULTRA ROOF SYSTEM FIBERGLASS SHINGLES o/ GAF TIMBERLINE ULTRA ROOFING UNDERLAYMENT o/ FIBERGLASS SHINGLES o/ 5/8" CDX PLYWOOD o/ ROOFING UNDERLAYMENT o/ 2x12 RAFTERS ® 24" o.c. 5/8" CDX PLYWOOD o/ 2x8 RAKE LADDER w/ CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2x12 RAFTERS ® 24" o.c. 1x10 FASCIA & 1x4 TRIM 1 3/4"x14" LV.L. RIDGE BOARD 1x12 SOFFIT TRIM w/ 1 3/4"x14" L.V.L. RIDGE BOARD SIMPSON LSTA18 STRAP 5/4x4 FRIEZE BOARD SIMPSON LSTA18 STRAP OVER RAFTERS ® PEAK OVER RAFTERS ® PEAK % / __--__--__--__--__---- _ i In 12 I � c LING LO 2x8 RAKE LADDER w/ 10 8x8 RAFTEF PAIRS x6 T&G CEDAR DECKING 1 x10 FASCIA & 1x4 TRIM HALF-LAPP--D ® PEAK 4-6" TI A13E R SCREWS Y 1x12 SOFFIT TRIM w/ i EXTERIOR WALL U 5/4x4 FRIEZE BOARD CONTINUOUS RIDGE VENT , COUNTE SI K & PLUG ? WALL PANELS: N + 2x4 STUDS 0 16" o.c. F- 2-8x8 TRUS ES AT DORMERS � �2 I w/ 1/2" CDX PLYWOOD �j � F- U O w/ 8x8 BO OM CORD 3 6x8 COLLARTIES SHEATHING BOTH SIDES 1''i O LLJ EXTERIOR OPENING PROTECTION L I 6x8 RAFTER TO 6x8 PLATE - 2 HE RS AND 3-8x8 NEE MEMBERS ,Q ~4-10 1/4� o.c. HOUSEWRAP w/ j DOW WEATHERMATE I Q ~ ti w 2-2x12 f AFTERS / � Z 2-11 T1MBERSCREWS JOIST HAN RS WHITE CEDAR SHINGLE SIDING w AT EACH 6x8 & 8x8 qi�� EACH COL AR TIE O WIND-BORNE DEBRIS MISSILE RESISTANT PANELS FOR OPENING PROTECTION 'Q 4-1/2"x1�" THRU j (WINDOWS & DOORS). (BY OTHERS) � RAFTER TO 6x8 PLATE 100 FIBERGLASS INSULA ON -38) N E LTS IN RAFTERS Z O m U \ wl POLY VAPOR BARRIER STRUCTURAL PANELS: MIN. 1/2" CDX PLYWOOD. _ 1x3 STRAPPING ® 16" o.c. \ �� 2x12 RAFTER TO ?x4 TOP P ALL WINDOWS & DOORS TO HAVE 5/4 X 4 EXTERIOR TRIM SURROUND AND 1/2" DRYWALL SIMPSON MS12 RAFTER TIE I ~ `- F-- PERIMETER. THIS WILL ELEVATE PANEL CONNECTION ABOVE WINDOW FLANGE in 4'-10 1/ j' � 4'-10 1/4" 4'-10 1/8", (ANDERSEN CO.). c° 2x12 RAFTER TO 2x4 TOP PLATE � I O IA (AZ o, SIMPSON MTS12 RAFTER TIE 2-A-155 TIMBERLINX 16-11" TIMBER SCREWS TO Z Z O FASTENING SCHEDULE: CONNECTORS FROM CONNECT 8x8 WEBS TO 2" RIGID INSULATION FASTENERS: 6x10 PLATE BEAM 3-1/2" NOAO WOOD SCREWS, PLACED AT OPPOSING ENDS OF COLLAR TIE TO RAFTER RAFTERS i8c COLLAR TIES 2" BEVELED BLOCKING - U' (1 PER CONNECTION) 6x8 PLATE BEAM Z PANELp,, O SPACING -j --I Z 2x4 PANEL NAILER 6x10 PLATE BEAM TO 6x6 POST J Q Q � OPENING < 4 FT 16 IN OC � _ OPENING = 4 FT < 6 FT 12 IN OC 1-A-095 TIMBERLINX 6x6 PORCH POSTS � Z Z � 6x8 SIDEWALL POST CONNECTOR FROM OPENING = 6 FT = 8 FT. 8 IN OC 24'-0" PLATE BEAM TO POST m Q PANELS TO BE PRECUT TO FIT, MARKED ON FACE WITH LOCATION NAME, 1 -0. EXTERIOR WALL R-20 w/2-13" TIMBER SCREWS FROM FASTENER LOCATIONS CLEARLY MARKED, WITH REQUIRED QUANTITY OF \ WALL PANELS: PLATE TO POST FASTENERS, ALL TO BE STORED ON LOCATION. 2x4 STUDS ® 16" o.c. 1 -0 wW L.- o I w/ 1/2 CDX PLYWOOD SHEATHING \ O° x o STUD TO BOX � w/ 1" STYROFOAM (R-5) 10'-1" 9'-11" � o `" zm STRUCTURAL STRAPPINGS'_ 00 ~ 00 m g o �r CS16-24 STRAPS w/ w/ 1/2 CDX PLYWOOD I o z r z ROOF: i� MINIMUM 12-8d NAILS DOW WEATHERMATE HOUSEWRAP w/ z z a, a CONVENTIONAL RAFTERS: SIMPSON MTS12 TO BE USED AT ALL RAFTERS PER STRAP WHITE CEDAR SHINGLE SIDING w/ N X o v~i TO TOP PLATE CONNECTIONS. (BY HABITAT) (5 NAILS IN EACH STUD) FIBERGLASS INSULATION (R-15) EXTERIOR RAILING o t__ v Cl SIMPSON LSTA16 STRAP RAFTER TO RAFTER OVER PEAK. (BY HABITAT) (7 NAILS INTO 16 HEADER) 6 MIL POLY VAPOR BARRIER DESIGNED TO MEET CODEa z TIMBER RAFTERS: 2-11" TIMBER SCREWS TO 6x8 PLATES. (BY HABITAT) AND 1/2" DRYWALL BY LOCAL CONTRACTOR o\ 0 ME o z m 16" I-JOISTS ® 16" o.c. BC6 POST BASE _ <1- 4 a -16" LV.L. BLOCKING 4-16 L.V.L. BLOCKING 5/4x6 EXTERIOR DECKING o/ POST TO SITO° w = SECOND FLOOR: w/ 3/4 T&G PLYWOOD FASTENED TO °0 Ln ME \ UNDER SIDEWALL POSTS UNDER SIDEWALL POSTS 2x10 P.T. JOISTS ® 16" o.c. ON DECK GIRDER o PROVIDE CS24 16 GA. GALVANIZED STRAPPING AT 16" o.c.. NAILED ACCORDING r� EXACT SIZE BY SUPPLIER SOLID BLOCKING _ r� o z F- TO CODE, FROM 1ST FLOOR TO 2ND FLOOR. (BY HABITAT) �r _ - \ BOX TO SILL PLATE � oc�oo� a w m A35-4 MINIMUM 6 L \ �F(00(0(o� lot a FIRST FLOOR: coQPQQQQQQQQQ QQQQQQQQ2x10 P.T. BLOCKING 2x10 P.T. BLOCKING 2-2x10 P.T. HEADER co �OLuo_j) PROVIDE CS16 16 GA. GALVANIZED STRAPPING AT 16" o.c. NAILED ACCORDING _I 12-8d NAILS 32" o.c. > _ _ I \\ \cn N_I_NC9 a OpdTO CODE. (BY HABITAT) N io NAILIff RIM JOISTS TO PRESSURE TREATED PLATE A35-4 32" o.c. MINIMUM 12-8d I9" FIBERGLASS INSULA',TION (R-30) 2x10 TREATED SILL w/ x 4-2x10 P.T. GIRDER N oo \\ )\ m m c NAILS BY OTHERS 4 1x3 STRAPPING ® 16" o.c. w/JOIST HANGERS w CB66 STANDOFF 00 = o a = M00 < 000.-Q TERMITE CAP w/ ( ) ~ POST BA w 5 b A oa00000 �- m w/ 1/2 DRYWALL 5/8 x12 ANCHOR BOLTS ® / " I �� w w w w w m INSTALL 3 8 P.T. cnzNv)NN- o W a W FOUNDATION: MUDSILL TO FOUNDATION 36" o.c. & ALL CORNERS i 5Z)555:5;< SHIM EACH SIDE OF POST 70 GIRDER w SIMPSON wowwwwZ PROVIDE 5/8"x12 ANCHOR BOLTS ® 36" o.c. AND 12" OFF EACH 2x10 P.T. SILL w/ BEAM CONNECTOR ( / ujoujujwo'z W o m m CORNER w/ 2x10 P.T. SILL w/ 2" SQUARE WASHERS (BY OTHERS) TERMITE CAP w/ ACE6/AC6RZ BEAM TO POST 0- 0 PROVIDE SIMPSON HDU5-SDS2.5 HOLDDOWNS AT EACH CORNER USING MINIMUM 5/8"x12" ANCHOR BOLTS FOUNDATION NOTES: (9' HOUSE WALL) 10'-1" CONNECTOR (USE 16D COMMOdS)8" I 3" 0 0 0 0 0 = o z in DOUBLE STUDS 8 LOCATIONS (BY OTHERS) ® 36" o.c. & 12" _ \ 10" POURED CONCRETE WALLS w/ ATTACH DECK NAILER TO HOUSE w/ u Q c0i L)0 w cn o 3 y PROVIDE SIMPSON SDHD10 GALVANIZED ANCHORS AT FOUNDATION CORNERS OFF EACH CORNER 2-#5 REBARS ® TOP OF WALL & 1/2"x5" GALVANIZED LAG SCREWS 12" Id CONCRETE FILLED ,�U-),n,�,� ►_- AND AT EACH SIDE OF GARAGE DOORS AS NOTED 8 LOCATIONS (BY OTHERS) w/ 2" SQ. WASHERS o #5 REBARS ® 48" o.c. BOTH WAYSSPACE LAG SCREWS AT 16" o.c. BUILDERS TUBES OVER �� H N Lji BOTTOM PLATE PRESSURE TREATED PLATE LTP4 ® 16" o.c. MINIMUM 12-8d - j r 20" WIDE x 10" DEEP CONTINUOUS 2" FROM TOP & BOTTOM OF NAILER 24" 0 x 12" DEEP N N O N 00 c H NAILS ALIGNED WITH STUDS IN WALL ABOVE (BY OTHERS) °' oo I CONCRETE FOOTINGS w/ STAGGER PATTERN TOP AND BOTTOM CONCRETE FOOTINGS TO I a' cto In ^ z o N o °O 2-#5 REBARS CONTINUOUS PLACE LATERAL LOAD CONNECTORS MINIMUM 42" BELOW GRADE o0 00000 Bm mo w '•' AS REQUIRED AT EACH END OF DECK 0 0 0 0 0 c x N TO MINIMUM 42" BELOW GRADE � � INSTALL AS REQUIRED BY CODE o 5/8"x12" ANCHOR BOLTS ® 36" o.c. PER MANUFACTURERS INSTRUCTIONS En US cwn vwi cn cn a = AND ® ALL CORNERS 5 5 5 5 5 z w (A � wwwww 1-- maa 4" POURED CONCRETE SLAB w/ o #10 6x6 WELDED WIRE MESH o/ 6 MIL POLY VAPOR BARRIER o N F. oo O • , O a 20" WIDE x 10" DEEP 20" WIDE x 10" DEEP CONTINUOUS CONCRETE FOOTINGS CONTINUOUS CONCRETE FOOTINGS • 4" FOOTING DRAIN 4 FOOTING DRAIN " w/ 3-#5 REBARS CONTINUOUS w/ 3-#5 REBARS CONTINUOUS o/ 24 CRUSHED STONE o/ 24" CRUSHED STONE w/ BACKFILL FABRIC TO A MINIMUM 48" BELOW GRADE TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIC W c c a N LA to W t2 U NWv z o QLu N O LLJ 5ECTION GREAT ROOM/5CREEN PORCH N O Q OF IN,1=Vv �. �otic ` O j' (� 0 co CD 085� p 0 sJ z \N CC4) MW c 25-K 1 3/4"xc14" L.V.L. RIDGE BOARD SIMPSON LSTA18 STRAP OVER RAFTERS ® PEAK CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT i 1 3/4"x14" L.V.L. RIDGE BOARD •/ 12 SIMPSON LSTA18 STRAP ROOF SYSTEM OVER RAFTERS ® PEAK GAF TIMBERLINE ULTRA �- FIBERGLASS SHINGLES o/ J/ 10 •� Z ROOFING UNDERLAYMENT o/ ROOF SYSTEM 5/8" CDX PLYWOOD o/ 8x8 - TE PAIRS GAF TIMBERLINE ULTRA 4-6 Tl B R SCREWWSS 2x12 RAFTERS ® 24' o.c. HALF- P D ® PFIBERGLASS SHINGLES o/ Y o iv COUNTE SI K & PLUIG ROOFING UNDERLAYMENT o/ 1 U 125/8"5/8" CDX PLYWOOD o/ o D 2x12 RAFTERS ® 24" o.c. c 2-8x8 SSES AT U 0 o w/ 8x8 B OM CORD 00 CEILING AND 3 8x WEB MEMBERSQ t� V) 1x6 T&G CEDAR DECKING 10 ZZ o 1 FI GLASS INSULATION (R- Z O m F-- • 3-6x8 COLLAR TIES ANDD 1/2-w/ LY VAPOR BARRIER U • ' 1 STRAPPING ® 16" o.c. D xd AT 4-10 3/8 O.C. 2x12 RAFTER TO 6x10 PLATE BEAM2x12 RAFTER TO 2x4 TOP PLATE DRYWALL d F— N Q � 4-1/2 x10» THRU BOLTS AT � w/ 2-2x12 RAFTERS SIMPSON MTS12 RAFTER TIE SIMPSON MTS12 RAFTER Q � f"' F- x EACH COLLAR TIE TO RAFTER M AT EACH COLLAR TIE TIE 04 w/ 4-1/2"x10" THRU 2x10 BEVELED HEADER w O z z Z � I / 2x10 BEVELED HEADER w/ r. BOLTS IN RAFTERS 16-11 TIMBER SCREWS TO o J Z Z 1x10 FASCIA & 1x4 TRIM 1x10 FASCIA & 1x4 TRIM o � O CONNECT 3x8 WEBS TO 2" RIGID INSULATION Q Q U 00 6x10 PLATE BEAM RAFTERS & COLLAR TIES 2" BEVELED BLOCKING - 0 _j J 1x12 SOFFIT TRIM w/ 6x8 PLATE BEAM 1x12 SOFFIT TRIM w/ Z 0 2" CONTINUOUS 2x4 PANEL NAILER 2" CONTINUOUS J J a, 10'-3" 10'-3" SOFFIT VENT w/ 6x8 SIDEWALL POST SOFFIT VENT w/ Z_ Z_ Z)\ 5/4x4 FRIEZE BOARD 5/4x4 FRIEZE BOARD 1 -0" 6x10 PLATE BEAM TO 6x6 POST 1'-0" m LL. LL_ 0 1-A-095 TIMBERLINX 0) 36" KNEE BRACES AT EACH CONNECTOR FROM I POST w/4-6" LAG SCREWS EXTERIOR WALL R-20 WALL PANELS: PLATE BEAM TO POST IrIt I.- 2x4 STUDS ® 16" O.C. W W L. ::i w/2-13" TIMBER SCREWS FROM PLATE TO POST w/ 1/2" CDX PLYWOOD SHEATHING m X o ,� w/ 1" STYROFOAM (R-5) CO o W z m N w/ 1/2" CDX PLYWOOD 20'-0 co z z DOW WEATHERMATE HOUSEWRAP w/ z a a 00 WHITE CEDAR SHINGLE SIDING w/ J H O y o U o FIBERGLASS INSULATION (R-15) EXTERIOR RAILING DESIGNED TO MEET CODE 6 MIL POLY VAPOR BARRIER a AND 1/2" DRYWALL BY LOCAL CONTRACTOR <1 O m, z Do POST TO SIT 5/4x6 EXTERIOR DECKING o POST TO SIT 16" I-JOISTS ® 16'" o.c. » a / w/ 3/4" T&G PLYVNOOD 4-16 L.V.L. BLOCKING 5/4x6 EXTERIOR DECKING o/ m W = ON DECK GIRDER 2x10 P.T. JOISTS ® 16" o.c. ON DECK GIRDEREXACT SIZE BY SUPPLIER UNDER SIDEWALL POSTS 2x10 P.T. JOISTS ® 16" o.c. c�0 m z o r — - - - - - - - - - - - — — - - - - - - - - - - - - ------------ - m C9C9uao a m y W a fJZUO yJQ�— y J \ U tn3Zt- 4 L 2x10 P.T. BLOCKING 2x10 P.T. BLOCKING 2- x I cc+ -F-co 2-2x10 P.T. END JOISTS to� a W a „ 2 10 P.T. HEADER Ov–__N_U Q O y a 4-2x10 P.T. GIRDER 9" FIBERGLASS INSULATION (R-30) 2x10 TREATED SILL w/ x 4-2x10 P.T. GIRDER 4-2x10 P.T. GIRDER nl �Z\\\�Z m m a o " A w/JOIST HANGERS 00000 ►�rn►'� 1x3 STRAPPING ® 116 o.c. TERMITE CAP w/ w CB66 STANDOFF w/CB66 STANDOFF � _ 4-2x10 P.T. GIRDER 4-2x10 P.T. GIRDER 4-2x 0 P.T. GIRDER w/ 1/2" DRYWALL 5/8"x12" ANCHOR BOLTS ® OQ00000 �- �' m o w/CB66 STANDOFF ; .* w/CB66 STANDOFF <. w/CB66 STANDOFF " w o w w w w o w a POST BASE N . POST BASE a POST BASE 5;:3 S S 5:5;Q m 36 o.c. & ALL CORNERS w/5/8"ANCHOR BOLT w/5/8"ANCHOR BOLT yzycncncn� _ w/5/8"ANCHOR BOLT W/5/13-ANCHOR BOLT w/5/8"ANCHOR BOLT bio ui ui ui biz L m m POST TO GIRDER POST TO GIRDER POST TO GIRDER FOUNDATION NOTES: (9' HOUSE WALL) c�c�c�c�c� � z o o n 4 10" POURED CONCRETE WALLS w r 9'-6" 1 3" ch ch ch y y w/SIMPSON ACE6/AC6RZ ° . w/SIMPSON ACE6/AC6RZ ° w/SIMPSON ACE6/AC6RZ / -- 0 0 0 0 C-) BEAM TO POST " °' BEAM TO POST BEAM TO POST 2-#5 REBARS ® TOP OF WALL & to to to to to = 0 3 F- 12 J9' CONCRETE FILLED CONNECTOR (USE 16D BUILDERS TUBES OVER CONNECTOR (USE 16D CONNECTOR (USE 16D #5 REBARS ® 48" o.c. BOTH WAYS �� y N — OtoMN00 N N O N N COMMONS) d " " � COMMONS) COMMONS) 20" WIDE x 10" DEEP CONTINUOUS '' - o o N 24 fel x 12 DEEP ui CONCRETE FOOTINGS w/ 10" X CONCRETE FILLED I �,i z c o CONCRETE FOOTINGS TO a 2-#5 REBARS CONTINUOUS ATTACH DECK NAILER TO HOUSE w/ BUILDERS TUBES OVER o) 00000 3 nWi ° MINIMUM 42" BELOW GRADE 1/2"x5" GALVANIZED LAG SCREWS 20 I� x 10" DEEP o � L ° TO MINIMUM 42" BELOW GRADE o 0 0 0 0 0 � _ - SPACE LAG SCREWS AT 16" o.c. o g'-g" 91_91, 5/8"x12" ANCHOR BOLTS ® 36" o.c. 2" FROM TOP & BOTTOM OF NAILER CONCRETE FOOTINGS TO N N W w w y a a 6" 6" AND ® ALL CORNERS STAGGER PATTERN TOP AND BOTTOM MINIMUM 42" BELOW GRADE 5 5 5 S 5 = W to PLACE LATERAL LOAD CONNECTORS I- a a AS REQUIRED AT EACH END OF DECK 4" POURED CONCRETE SLAB w/ INSTALL AS REQUIRED BY CODE 'ol #10 6x6 WELDED WARE MESH o/ PER MANUFACTURERS INSTRUCTIONS 0 Lo 6 MIL POLY VAPOR BARRIER �o =\ CD oo 20" WIDE x 10" DEEP CONTINUOUS CONCRETE FOOTINGS 4" FOOTING DRAIN w/ 3-#5 REBARS CONTINUOUS o/ 24" CRUSHED STONE M TO A MINIMUM 48 BELOW GRADE w/ BACKFILL FABRIC c o � CC = En y 9 to `o W_m Lu W M U LJ N y,t v z o LJ Q N (f) o SECTION 5CREEN FORCH 5ECTION GREAT ROOM N LL G UO OF h (s)!E Vv Y O Q ti•aR(JIVO �� a ul ✓`�� 087cs 2�� N W O o N 25-K L- EDGER ATTAC H M ENT MAXIMUM JOIST SPAN CONNECTION 6'-0' 1 8'-0' 1 10'-0' 1 12'-0" 1 14'-0" 1 16'-0' 1 18'-0- MAX. O.C. SPACING OF FASTENERS 1/2" LAG 30 23 18 15 13 11 10 1/2" BOLT 36 36 34 29 24 21 19 1/2" BOLT WITH 1/2' STACKED 36 36 29 24 21 18 16 WASHERS NOTES: 1. A 15/32' LAYER OF SHEATHING IS PERMITTED BETWEEN THE RIM BOARD AND THE LEDGER BOARD. 2. RIM BOARDS AND LEDGERS SHALL BE MINIMUM 2x8 OR DEPTH OF FLOOR JOIST, WHICHEVER IS GREATER, AND OF SPF OR DENSER MATERIAL. DOUBLE RIM BOARDS SHOULD BE USED WHERE THE SUPPORTED JOIST SPAN IS GREATER THAN 8'. 3. EXTERIOR LEDGER BOARDS SHALL BE PRESSURE TREATED, AND FLASHED TO PREVENT WATER INFILTRATION INTO THE BUILDING. 4. ALL HARDWARE SHALL BE HOT-DIP-GALVANIZED OR HAVE SIMILIAR CORROSION RESISTANCE. 5. LAGS/BOLTS SHALL BE STAGGERED HIGH/LOW ALONG THE HORIZONTAL RUN, 2' FROM THE EDGES OF THE LEDGER, WITH A FASTENER WITHIN 5' OF THE END OF ANY LEDGER OR SPLICE. ROOF SYSTEM 6. THE TIPS OF LAG SCREWS SHOULD FULLY EXTENDED THROUGH THE RIM BOARD. SIMPSON LSTA18 STRAP GAF TIMBERLINE ULTRA CONTINUOUS RIDGE VENT OVER RAFTERS 0 PEAK FIBERGLASS SHINGLES o/ ROOFING UNDERLAYMENT o/ --- - -- - - - — -2x8 RAKE LADDER w/ - 5/8" CDX PLYWOOD o/ ) ) ) j j 2x12 RAFTERS 0 24" o.c. CONTINUOUS RIDGE VENT 1x10 FASCIA & 1x4 TRIM 1x10 FASCIA & 1x4 TRIM 1 3 4 x L } A D / \))) l/ C l � 2x8 RAKE LADDER w/ SIMPSON LSTA18 STRAP 1 3/4"x14" L.V.L. 1x12 SOFFIT TRIM w/ - 1x12 SOFFIT TRIM w/ OVER RAFTERS 0 PEAK \ RIDGE BOARD 5/4x4 FRIEZE BOARD - RGAF TIM RLINE UL A 5/4x4 FRIEZE BOARD /i FIBERGLASS SHINGL o/ - ROOFING JNDERLAYh NT o/ 0 5/8" CD PLYWOOD / 0 12 00 2x12 RA RS 0 24 o.c. I i 1 w/ 2- x12 RAFTS 10 2x10 BEVELED r EAC COLLAR TI 2-6 COCOL ES 0 4'-0 o.c 2-6x8 COLLAR TIES Q 4'-0" o.c HEADER w/ w/ 1/2"x1 !" HRU BOLTS w 2rt1/2"x10" THRU BOLTS 1x10 FASCIA iv & 1x4 TRIM j� AT E CH EN T 2x12 RAFTERS. A EACH END TO 2x12 RAFTERS. 00 2x12 COLLAR TIES 0 24" o.c. 00 rco 0 I I I i� M 1x12 SOFFIT 00 9x12 RAFTER TO 2-6" FlBERGLASS INSULATION (R-42) 2x12 RAFTER TO 2x4 TOP PLATE TRIM w/ 2x4 2x4 TOP PLATE w/ POLY VAPOR BARRIER SOFFIT NAILER I SIMPSON MTS12 RAFTER TIE � • w/ 2" CONT. SIMPSON MTS12 1x3 STRAPPING 0 16" o.c. SOFFIT VENT > RAFTER TIE AND 1/2" DRYWALL - 26'-0" Z 11 -0° EXTERIOR WALL R-20 1 -0 ., w/ 5/4x4 ' - 11'-7" FRIEZE BOARD STUD TO BOX TO STUD WALL PANELS: Y iv 1 -0" 1'-0" 2W4 STUDS SHEATHING p ROOF SYSTEM CS16-24 STRAPS w/ ROOF SYSTEM O - MINIMUM 14-8d NAILS / / GAF TIMBERLINE ULTRA ROOF SYSTEM GAF TIMBERLINE ULTRA = f- 0 o PER STRAP w/ 1" STYROFOAM (R-5) FIBERGLASS SHINGLES o/ () GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES o/ = 1 = p 00 (5 NAILS IN EACH STUID) _ w/ 1/2" CDX PLYWOOD ROOFING UNDERLAYMENT o/ o0 ~ I 00 FIBERGLASS SHINGLES o/ ROOFING UNDERLAYMENT o/ 00 I-- W (4 NAILS INTO 2x8 JOIIST) DOW WEATHERMATE HOUSEWRAP w/ 5/8" CDX PLYWOOD o M CO 00 ROOFING UNDERLAYMENT o/ 5/8" CDX PLYWOOD o/ `'� SIMPSON DTT2Z SCREWED TO / / Q N WHITE CEDAR SHINGLE SIDING w/ 2x6 T&G CEDAR ROOF DECKING o/ r- Z 5/8" CDX PLYWOOD o/ 2x6 T&G CEDAR ROOF DECKING o/ - DOUBLE 2x10 END JOISTS IN p I FIBERGLASS INSULATION (R-15) 6x8 FIR RAFTERS 0 3'-6 3 4" o.c. 1 STUD TO BOX TO STUD 2x8 RAFTERS 0 24" o.c. 6x8 FIR RAFTERS 0 3'-7 3/4" o.c. ;n DECK RAILING BALCONY FLOOR, AND TO DOUBLE / in O N 6 MIL POLY VAPOR BARRIER N .. r- rn DESIGN AND 2x8 BLOCKING IN THE FLOOR W I CS16-32 STRAPS w/ » » AND 1/2" DRYWALL 2x10 BEVELED = Z O m CONSTRUCTION SYSTEM, w/5/8 ALL THREAD ROD 6x10 JOISTS 0 3'-9" o.c. 12 O () to MINIMUM 16-8d NAILS 5/4x6 EXTERI IR 04 PER STRAP = BY CONTRACTOR DECKING o 2 '10 CONNECTING w/ 9/16"x2 1/2" JOIST SHIM -- 4 HEADER w/ 1x10 1 w O p " o TO CONFORM TO /„ w/ 2x8 JOISTS 0 16" o.c. � FASCIA & 1x4 TRIM N O (5 NAILS IN EACH STUD) 2x12 JOIST'S 0 16 o.c. I LOCAL CODES JOISTS 0 16 oI. . „ LO 2-2x8 JOISTS .- f- (6 NAILS INTO 2x12 JOIST) w/ 3/4" T&G PLYWOOD N w / 3/4 T&G PLYWOOD 00 AT STAIR _ 4x10 UPPER 00 Q ~ 0 0 1x12 TRIM _j x8 END J ST PLATE BEAM O Z _I 2x12 END J STI L A -1 = - 6x10 PORCH J Z Z � 4-2x10 P.T. 6x EA PLATE BEAM Q Q O -- --- --_- _- LL - - - - r GIRDER 3x10 HEADER a 5x10 HEAJD 10 HEADER 3x10 HEADER 1x12 SOFFIT J J U 1x3 STRAPPING 0 16" o.c. 2-11 1/4" L.V.L. JOISTS 12` FIBERGLASS INSULATION w/ a, - TRIM w/ 2x4CL AND 1/2" DRYWALL UNDER 2x4 WALL ABOVE 1x3 STRAPPING 0 16" o.c. 6x10 PLATE BEAM rn " 6x10 PLATE BEAM SOFFIT NAILER rn Z AND 1/2DRYWALL d LAMINATEw/ 5/4x4 p J J Z SECURE DOUBLE 2x4 PANEL NAILER 0 2x4 PANEL NAILER FRIEZE BOARD J Q Q rn JOISTS (AT ENDS) 24'-3 1/2" TO TOP OF BRACKET 4'-6° 15'-0" - _ 7'-3 1/4" 4'-0" 11" m W p _ PLATE w/5 A35 4x6 POST IN WALL AT BRACKET = EXTERIOR WALL R-20 j FRAMING ANGLES, MIN 00 6x6 SIDEWALL POST WALL PANELS: = 6x8/4x6/6x6 LOCATIONS, FULL HEIGHT OF FIRST " PLATEFLOORWITHCS SIMPSON A35 URE BOTTOM EFRAMING ND TO HOE 4x4/4x6/6x6 00 °0 00 2x4 STUDS 0 16 O.C.o.c. _ BALCONY ;. UPPER LEVEL STAIR: m v o i w/ 1/2 CDX PLYWOOD SHEATHING SUPPORT BRACE I PORCH POSTS "' „ ANGLES (NAIL TO EACH SIDE OF POST) 12 TREADS �D 9" x a' w/ 1 STYROFOAM (R-5) 1 rrI °' iv 6x7 GIRDER o W z m I 2 PLATFORMS 0 40" I ~ o 00 w/ 1/2 CDX PLYWOOD 00 SECURE THROUGH BRACKET INTO BACK I POSTS c W i= z DOW WEATHERMATE HOUSEWRAP w I STUD TO BOX TO STUD „ r. 15 RISERS 0 7 3/4" o z a / SIDE OF 4x6 POST w/6 8 LAG SCREWS WHITE CEDAR SHINGLE SIDING w CS16-32 STRAPS w/ 0 N a =E � STUD TO BOX TO STUD / MINIMUM 18-Sd NAILS -' o 0 FIBERGLASS INSULATION (R-15) 5/4x6 EXTERIOR CS16-32 STRAPS w 6 MIL POLY VAPOR BARRIER PER STRAP5/4x6 - z z MINIMUM 16-8d NAILS AND 1/2" DRYWALL DP TKI JOISTS 2x8 (5 NAILS IN EACH STUD) EXTERIOR PER STRAP _ DECKING o/ 2x8 0 = z a 6 NAILS INTO 16" HEADIER P.T. JOISTS m to m (5 NAILS IN EACH STUD) 16` I-JOISTS 0 16" o.c. 0 16 o.c. " 16 I-JOISTS 0 16 o.c. v m c a _ » _ 4-16 L.V.L BLOCKING BLOCKING UNDER 0 16 o.c. Do m W x M (6 NAILS INTO 16" HEADER) w/ 3/4 T&G PLYWOOD � UNDER SIDEWALL POSTS w/ 3/4 T&G PLYWOOD GIRDER POSTS 4-16" L. _ 6x6 PORCH o `�° c = o EXACT SIZE BY SUPPLIER M M EXACT SIZE BY SUPPLIER UNDER S DEWAI_L POSTS POST BASE M 0 Z _ -- -- ------- — VINOc.DCDC LO Q W m = 16 LV.L. ND J01 T ,.� �r ,n 0 16 L V.�H�AD�R I 2-16 L.V.L. 16 L.V.L. HEADER. '?r � UZ voov� I I I .]:. I �Fco��c) o 4 � 2 2x8 P.T. HEADER r r a. W > > \ > > > > ) �j AT STAIR cn �w \� =F- o Lo C Q 8 o io _ co 2x8 P.T. NAILER '-HOZ 3-1 3/4"x'11 7/8" L.V.L. HEADER 3-1 3/4"x16" GIRDER 9' FIBERGLASS INSULATION (R-30) N 9" FIBERGLASS INSULATION (R-30) =1 2x10 TREATED SILL w/ 4-2x10 P.T. GIRDER w/ i�I 00000 z M0 V_ m n" c CONTINUOUS OVER GARAGE DOORS IN FLOOR SYSTEM 1 1x3 STRAPPING 0 16" o.c. �_ 1x3 STRAPPING 0 16" o.c. w/ HANGERS CONNECTOR TO PIER 0 000.-Q a o�- ``' TERMITE CAP w/ ,-. F � s � � W/ 5/8" TYPE-X DRYWALL w/ 1/2" DRYWALL _ » 5/8"x12" ANCHOR BOLTS ® oQ00000 �- �'m EXTERIOR WALL R-26 LALLY CONCRETE C COLUMNS FILLED Lj=5 uj 5 a o =a WALL PAINELS• ,A` OU i " o.c. 9 ALLCORNERSVIZ 55;5;5:< � s FOUNDATION NOTES: 9 HOUSE WALL 2x6 BEA ING WA F D TION NOTE S: HOUSE WALL w o w w w w Z L o 2x6 STUDS 0 16" o.c. ( ) ( ) ��` � ``' m m " 10" POURED CONCRETE WALLS w/ EXTERIOR WALL R-26 = URED CONCRETE WALLS w/ 0 0 0 0 d w 1 2 CDX PLYWOOD SHEATHING = d 0 0 0 0 0 m z E-- � / / 2-#5 REBARS 0 TOP OF WALL & WALL PANELS: #5 REBARS O TOP OF WALL & w/ 1" STYROFOAM (R-5) #5 REBARS 0 48" o.c. BOTH WAYS 2x6 STUDS 0 16" o.c. _ { REBARS"0 48" o.c. BOTH WAYS 0i 0 0 W N � H = w/ 1/2 CDX PLYWOOD 20" WIDE x 10" DEEP CONTINUOUS _ = w/ 1/2" CDX PLYWOOD SHEATHING IDE x 10 DEEP CON'(1N000S LO LO LO�t 0 3 o DOW WEATHERMATE HOUSEWRAP w/ I CONCRETE FOOTINGS w/ j j w/ 1" STYROFOAM (R-5) o NCRETE FOOTINGS w/ �� H N Lj_ '- WHITE CEDAR SHINGLE SIDING w/ 0 00 2-#5 REBARS CONTINUOUS j ib ip w/ 1/2' CDX PLYWOOD r #5 REBARS CONTINUOUS - N CO O N N o o H FIBERGLASS INSULATION (R-21) j TO MINIMUM 42" BELOW GRADE o0 DOW WEATHERMATE HOUSEWRAP w/ I MINIMUM 42" BELOW GRADE I I Ln Lo co^n z o H = 6 MIL POLY VAPOR BARRIER 00 5/8"x12" ANCHOR BOLTS 0 36" o.c. WHITE CEDAR SHINGLE SIDING w/ 00 5 12" ANCHOR BOLTS C� 36" o.c. °0 0) 00000 3 o N AND 1/2" DRYWALL AND 0 ALL CORNERS MUDSILL TO FOUNDATION FIBERGLASS INSULATION R-21 D 0 ALL CORNERS » o ( ) 10 X CONCRETE FILLED 0 0 0 0 0 0 MUDSILL TO FOUNDATION 2x10 P.T. SILL w/ 6 MIL POLY VAPOR BARRIER BUILDERS TUBES OVER cavil cavil cavil En VLi wi cn a Q WALL TO SILL PLATE AND 1 2' DRYWALL 20" X x 10" DEEP 5 5 5 5 5 x W o TERMITE CAP w/ / LOWER LEVEL STAIR: w w w w w � m 2x10 P.T. SILL w/ „ „ LTP4 MINIMUM TERMITE CAP w/ 5/8 x12 ANCHOR BOLTS 15 TREADS c9 9" CONCRETE FOOTINGS TO = 12-8d NAILS » 4" POURED CONCRETE SLAB w/ �I 0 36" o.c. & 12" WALL TO SILL PLATE 4" POURED CONCRETE SLAB w/ 16 RISERS 0 7 9/16" MINIMUM 48" BELOW GRADE 0 5/8 x12ANCHOR BOLTS 1 16" o.c. ALIGNED „ » #10 6x6 WELDED WIRE MESH o/ OFF EACH CORNER LTP4 MINIMUM 12-8d NAILS #10 6x6 WELDED WIRE MESH o/ (� a LO W/ STUDS O 36 EAo.cCH & N 6 MIL POLY VAPOR BARRIER " w/ 2" SQ. WASHERS 16" o.c. ALIGNED w/ STUDS 6 MIL POLY VAPOR BARRIER � J o .B N OFF EACH CORNER __ ao PITCHED TO DOORS FOR DRAINAGE f n w/ 2" SQ. WASHERS - Cy v Jam' o •• 'i 0 O-1, O O = FOUNDATION NOTES: (4' FROST WALL) 20" WIDE x 10" DEEP = 20" WIDE x 10" DEEP O 10 POURED CONCRETE WALLS w/ �j 3'-0" x 3'-0" x 1'-0" DEEP CONTINUOUS CONCRETE FOOTINGS 1 CONTINUOUS CONCRETE FOOTINGS = �-#5 REBARS 0 TOP OF WALL & 4" FOOTING DRAIN 4" FOOTING DRAIN 0 �* » w/ 3-#5 REBARS CONTINUOUS O CONCRETE FOOTINGS BEYOND w/ 3-#5 REBARS CONTINUOUS 20 WIDE x 10 DEEP CONTINUOUS o/ 24 CRUSHED STONE o/ 24 CRUSHED STONE CONCRETE FOOTINGS w/ TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIC w/ 3-#5 REBARS EACH WAY TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIC c c 2-#5 REBARS CONTINUOUS a TO MINIMUM 42" BELOW GRADEr/i Ln 5/8'"x12" ANCHOR BOLTS 0 36" o.c. 9 ' m 0 AND 0 ALL CORNERS 0 z7±- AT m =0- �.. I.LI20" WIDE x 10" DEEP 20" WIDE x 10' DEEP Z N 4 FOOTING DRAIN CONTINUOUS CONCRETE FOOTINGS 4" FOOTING DRAIN LLJ / " / 0 24" CRUSHED STONE CONTINUOUS REBARS CONTINUOUS W H 0 24 CRUSHED STONE w 3- 5 REBARS CONTINUOUS / p w/ BACKFILL FABRIC TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIIC TO A MINIMUM 48" BELOW GRADE (J) 0 � _17 O 5ECTION 13EDROOM 5ECTION KITCHEN - ENTRY N 0 Q � � w U * 0� N E[`V �0 co o { i - fnw C SS\O N \;042 "' 25-K 2x8 RAKE LADDER w/ 2x8 RAKE LADDER w/ 1x10 FASCIA & 1x4 TRIM 100 FASCIA & 1x4 TRIM SIMPSON LSTA18 STRAP 102 SOFFIT TRIM w/ 1x12 SOFFIT TRIM w/ SIMPSON LSTA18 STRAP CONTINUOUS RIDGE VENT OVER RAFTERS 0 PEAK CONTINUOUS RIDGE VENT 5/4x4 FRIEZE BOARD 5/4x4 FRIEZE BOARD CONTINUOUS RIDGE VENT OVER RAFTERS 0 PEAK 2-1 3/4"x14" - - A�lLV.L.RIDGE BEAM 1 3/4'x1 LV.L RI E BOARD ?34jxj L . I QA D 12 M ( ROOF SYSTEM 10" ERGLASS f�ISULAl10N R-38) 2-1 4"x14" GAF TIMBERLINE ULTRA 1x3 STRAPPING 16' o.c. 1/2" DR ALL NSUIN TOWALLC L.V.L.RID EAM 6 FIBERGLASS SHINGLES o/ N ROOF SYSTEM ROOF S TEM N = ROOFING UNDERLAYMENT o/ \ GAF TIMBERLINE ULTRA GAF TI ERLINE U A \ '- FIBERGLASS SHINGLES o FIBERG � SS SHING S o/ ROOF SYS M 5/8" CDX PLYWOOD o/ / O Lo GAF TIME. RLINE UL A 2x12 RAFTERS 0 24" o.c. ROOFING UNDERLAYMENT o/ ROOFIN UNDERLA ENT o/ 5/8" CDX PLYWOOD o/ 5/8" X PLYWO o/ FIBERGL S SHINGLE o/ 2_2 HEADER iv 2x12 RAFTERS ® 24' o.c. 4x4 RIDGE POST ■ ROOFING NDERLA NT o/ 4x4 RIDGE POSTS \ 2x12 R ETERS ® O.C. 5/8" CD PLYWOOD / I JOIST HANGERS A ER 0 x4 2x10 BEVELED HEADER w/ it 2x12 RA RS 0 24 o.c. SIMPSON MTS12 RAFTE 1x10 FASCIA & 1x4 TRIM i 1 1 , 04 m SIMPS N MS12 R 11 8 2x12 CEILING JOISTS 0 24" o.c. �= = 2x12 CEILING JOISTS ® 24" o.c. 2-1 3/4"x11 1/4' I 1x12 SOFFIT T IM w/ 2x10 BEVELED HEADER w/ I ( ) 2" CONT. S F T VENT �- N 2-6 FIBERGLASS INSULATION (R-42) 1x12 FASCIA & 1x4 TRIM i 2-6 FIBERGLASS INSULATION R-42 LV.L. GIRDER in 1x3 STRAPPING ® 16" o.c. w/ 1/2" DRYWALL 9,-3„ 5,-g„ / / 2x4 SOFFIT A LER w/ 1'-0" 15'-0" 11'-0" 4'-O" 1x3 STRAPPING ® 16" o.c. w 1 2 DRYWALL • 5/4x4 ERIE OARD Z 1'-0" 11-011 11'-G" 1'-0" 10" FIBERGLASS INSULATION (R-38) w/ 1" VENT STRIPS BETWEEN RAFTERS _ ROOF SYSTEM of U O 1x3 STRAPPING 0 16" o.c. w/ 1/2" DRYWALL cq 4x4 GIRDER POSTS GAF TIMBERLINEULTRA ( 0 0 0 2x4 BEARING WALL 0 2x4 BEARING WALL 0 2x4 BEARING WALL FIBERGLASS SHI LES o/ V I 2x1 RAFTER TO 2x4 TOP PLATE I UNDER CEILING JOISTS M I IUNDERLAYMENTf- p SIMPSON iMTS12 RAFTER o0 UNDER CEILING JOISTS ROOFING o/ _ 1 00 o0 5/8" CDX PL 0 D o/ � �p Ld 00 1 M12 SOF��f TRIM w/ M 2x8 RAFTERS O.C. .- = Z 2 CONT. SOFFIT VENT _ _ 2x4 SOFFIT NAILER w/ STUD TO BOX TO STUD I = 2x10 BEVELED NAIL R `O 5/4x4 FRIEZE BOARD -�1 CS16-32 STRAPS w/ > 2 d Z O m ~ i� N MINIMUM 16-8d NAILS 4 N U N N 2 0 BEVELED HEADER w/ 0 2x12 JOISTS ® 16" o.c. (5 NAI SPER AN EACH STUD) of 2x12 JOISTS 16" o.c. 1xIO FASCIA & 1x4 TRIM 00 N 1 w/ 3/4" T&G PLYWOOD (6 NAILS INTO 2x12 JOIST) w/ 3/4" T&G PLYWOOD = 2x4 ER � U ~ N ___ o 2x12 BLOCKING z E 4ER O N Z C �� `0 TNG 0 MIDSPAN I 2x12 HEADER BRIDGING ® MIDSPAN BRIDGING �r MIDI, AN r 1x12 SOFFIT TRIM J Z Z I � 2x12 HEADER $ BRIDGING ® MIDSPAN BRIDGING � 2x12 HEADER � _ � � - _ ,\��,�t)�1��; Q w/ 2x4 SOFFIT J J U STUD TO BOX TO STUD N - 2x6 JOIST SHIM 1x3 STRAPPING ® 16" o.c. N 6 3/4"x12" 1x3 STRAPPING 161�1 " o.c. STUD TO BOX NAILER w/ 5/4x4 C� CS16-32 STRAPS w/ - 6 3/4"x12" w/ 1/2' DRYWALL \ LAMINATED GIRDER w/ 1/2" DRYWALL FRIEZE BOARD Z_ 0 MINIMUM 16-8d NAILS LAMINATED GIRDER CS20 STRAPS PER MINIMUM = 12-8d NAILS PER STRAP p .__I J Z PER STRAP o (5 NAILS IN EACH STUD) 1 of (5 NAILS IN EACH STUD) -� Q Q (6 NAILS INTO 2x12 JOIST) = Z Z_ p (6 NAILS INTO 2x12 JOIST) 15'-0" 15'-0" 15'-0" 15'-0" 77 11 m p EXTERIOR WALL R-20 00 00 EXTERIOR WALL R-20 00 \ WALL PANELS: _ WALL PANELS: 0 i. ■ 00 ^ - 2x4 STUDS 0 16" o.c. ^ _ 2x4 STUDS ® 16 o.c. a- I w/ 1/2" CDX PLYWOOD SHEATHING I j 7x8 GIRDER POST w/ 1/2" CDX PLYWOOD SHEATHING = i m u o \ 7x8 GIRDER POST » M w/ 1" STYROFOAM (R-5) o W z m n w/ 1 STYROFOAM (R-5) I F- o 0o co w/ 1/2" CDX PLYWOOD w/ 1/2" CDX PLYWOOD o Z �= z 1 DOW WEATHERMATE HOUSEWRAP w/ DOW WEATHERMATE HOUSEWRAP w/ z z a WHITE CEDAR SHINGLE SIDING w/ WHITE CEDAR SHINGLE SIDING w/ c� y cg r STUD TO BOX TO STUD FIBERGLASS INSULATION (R-15) STUD TO BOX TO STUD FIBERGLASS INSULATION (R-15) o v a CS16-32 STRAPS w 6 MIL POLY VAPOR BARRIER to a CS16-32 STRAPS w/ 6 MIL POLY VAPOR BARRIER / " MINIMUM 16-8d NAILS AND 1/2" DRYWALL °1° z = a MINIMUM 16-8d NAILS AND 1/2 DRYWALL PER STRAP PER STRAP » ■ 16" I-JOISTS 0 16" o.c. " a 16 I-JOISTS 0 16 o.c. » » _ - (5 NAILS IN EACH STUD) 3-1 3/4"x16 L.V.L. GIRDER IN 00 m W = _ - (5 NAILS IN EACH STUD) 3-1 3/4 x16 LV.L. GIRDER IN » w/ 3/4 T&G PLYWOOD co �, X " w/ 3/4 T&G PLYWOOD \ \ - 6 NAILS INTO 16 JOIST FLOOR UNDER GIRDER POST ABOVE \ O o 0 0 M (6 NAILS INTO 16 JOIST) EXACT SIZE BY SUPPLIER FLOOR UNDER GIRDER POST ABOVE ,� M ( ) EXACT SIZE BY SUPPLIER - � 0 z ,;� ►- v� 00 o o un a ,',m 16" LV.L HEADER " �Fm�n�Oco� oma a 16 LV.L HEADER � � 16 L. HEADER 16 L.V.L (H/EA(/D�E)R ,�� to o` UN y 3 z '"' 2 2 2 22U Q Q Q 2 Q Q Q 2 2 2 2 2 2 2 Q 2 2 2 2 2 Q 2 Q Q 2 \ . \, nW\\\\y = o I - -�N�U . O pIn- En d 0 9" FIBERGLASS INSULATION (R-30) I 0 9" FIBERGLASS INSULATION (R-30) N �z\\\ m m c I YW I 1x3 STRAPPING 0 16" o.c. o 00to cn`� a c 1x3 STRAPPING ® 16 o.c. w/ 5/8 TYPE-X DR F000.-� _ 3-1 3/4"x11 7/8 LV.L. HEADER w/ 5/8 TYPE-X DRYWALL o¢00000vi— CONTINUOUS FOR ENTIRE ELEVATION 5; SSSSZ m 6'-11 1/2" 11'-0 1/2" 12'-0" z Q x = m N fnNyNJ W a WOWWWW >- La SIMPSON MSTA24 STR PS = n o m O° NAILED ACROSS LVL 0 TO EXTERIOR WALL R-26 \ EXTERIOR WALL R-26 o �- z o DOUBLE STUDS. INST LL ON WALL PANELS: WALL PANELS: " i \ 00000 a W 2x6 STUDS 0 16" o.c. \ 2x6 STUDS 0 16 o.c. 00000 W y m y INSIDE FACE OF WALL = = 4 CONCRETE FILLED = 0 3 w/ 1/2" CDX PLYWOOD SHEATHING i Ln,n,n to to _ _ w 1"2" CDX PLYWOOD SHEATHING o N jl w/ 1" STYROFOAM (R-5) j o r r� 2x4 BEARING WALL � \ / / \ LALLY COLUMN UNDER w 1 STYROFOAM R-5 T I LV.L. GIRDER ABOVE / ( ) I w/ 1/2" CDX PLYWOOD 00 N N O N N y \\\\\ N -ail � � w/ 1/2" CDX PLYWOOD 00 �j o0 - � DOW WEATHERMATE HOUSEWRAP w/ `� ,n,n co r fl, Z MUDSILL TO FOUNDATIONj DOW WEATHERMATE HOUSEWRAP w/ 00 �.a m WHITE CEDAR SHINGLE SIDING w/ 1 00 WHITE CEDAR SHINGLE SIDING w/ 00000 3 o N 2x10 P.T. SILL w/ MUDSILL TO FOUNDATION - WALL TO ■ ■ 0 61 MIRLG POLY VAPOR BARRIER 21) ( ) en a o Co TERMITE CAP wv/ 0 FIBERGLASS INSULATION R-21 0 0 0 0 0 0 0 �- m 5/8 x12 ANCHOR BOLTS 2x10 P.T. SILL w/ m a = SILL PLATE » ■ AND 1 2" DRYWALL ■ 6 MIL HOLY VAPOR BARRIER f WALL LA w W w w w f- m ! a Ln TERMITE CAP w/ AND 1 2" DRYWALL SILL PLATE 5 5 5 5 5 = w o LTP4 MINIMUM 0 36 o.c. & '12 / 5/8"x12" ANCHOR BOLTS LTP4 MINIMUM Of w Of It of OFF EACH CORNER 0 36" o.c. & 12" 2x4 BEARING WALL 4" POURED CONCRETE SLAB w/ 12-8d NAILS - N 12M 8d NAILS w 2" SQ. WASHERS 4" POURED CONCRETE SLAB w/ ii N - N o / \ OFF EACH CORNER 10 6x6 WELDED WIRE MESH o 16 o.c. ALIGNED \ 16 o.c. ALIGNED " #10 6x6 WELDED WIRE MESH o/ ■ » # / w/ STUDS RAISE 4 CONCRETE SLAB w/ 2 SQ. WASHERS RAISE 4 CONCRETE SLAB 6 Mll_ POLY VAPOR BARRIER w/ STUDS -� n 6 MIL POLY VAPOR BARRIER - o " N AT FUTURE SATIN AREA PITCHED TO DOORS FOR DRAINAGE AT FUTURE BATH AREA PITCHED TO DOORS FOR DRAINAGE r M o . — - -- FOUNDATION NOTES: (4' FROST WALL) 3'-0" x 3'-0" x 1'-0" DEEP FOUNDATION NOTES: (4' FROST WALL) _ 0 0 CONCRETE FOOTINGS BEYOND 10" POURED CONCRETE WALLS w o 10" POURED CONCRETE WALLS w/ 1 = = I w/ 3-#5 REBARS EACH WAY 2- 5 REBARS ® TOP OF WALL & I = = 2-#5 REBARS ® TOP OF WALL & o o ;r " # " o 20 WIDE x 10 DEEP CONTINUOUS r� � � 20" WIDE x 10" DEEP CONTINUOUS �� j i - i I . ' ' CONCRETE FOOTINGS w/ �r o `o, CONCRETE FOOTINGS w/ d C,a o 2-#5 REBARS CONTINUOUS 4 2-#5 REBARS CONTINUOUS W a TO MINIMUM 42" BELOW GRADE TO MINIMUM 42" BELOW GRADE HLn 5/8"x12" ANCHOR BOLTS 0 36" O.C. 5/8"x12" ANCHOR BOLTS 0 36" o.c. _ 9 �. .,; 0 0 r a; AND 0 ALL CORNERS o W O AND ® ALL CORNERS '• Q W W t2 " . " 20" WIDE x 10" DEEP » " 20" WIDE x 10" DEEP 20" WIDE x 10" DEEP " z 20 WIDE x 10 DEEP 4 FOOTING DRAIN CONTINUOUS CONCRETE FOOTINGS 4 FOOTING DRAIN 4 FOOTING DRAIN CONTINUOUS CONCRETE FOOTINGS CONTINUOUS CONCRETE FOOTINGS 4 0 u CONl1N000S CONCRETE FOOTINGS o/ 24" CRUSHED STONE w/ 3-#5 REBARS CONTINUOUS o/ 24" CRUSHED STONE o/ 24" CRUSHED STONE w/ 3-#5 REBARS CONTINUOUS w/ 3-#5 REBARS CONTINUOUS o/ 24" CRUSHED STONE p LLJ y w/ BACKFILL FABRIC w/ 3-#5 REBARS CONTINUOUS TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIC w/ BACKFILL FABRIC ■ TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIC TO A MINIMUM 48 BELOW GRADE TO A MINIMUM 48 BELOW GRADE Lu N Q � v E3ATH5- 0F N E VV iyc 0 - ?)RU � a L w 0872 A ,()FES L N 0 25-K ROOF SYSTEM GAF TIMBERLINE ULTRA FIBERGLASS SHINGLES o/ ROOFING UNDERLAYMENT o/ SIMPSGN LSTA18 STRAP 5/8" CDX PLYWOOD o/ CONTINUOUS RIDGE VENT OVER RAFTERS ® PEAK 2x12 RAFTERS 24" o. . 2x8 RAKE LADDER w/ " 1 x10 FASCIA & 1x4 TRIM ROOF SYSTEM 1 3/4"x14" L.V.L. 1 3/4 x14 L.V.L. SIMPSGN LSTA18 STRAP 1x12 SOFFIT TRIM w/ GAF TIMBERLINE ULTRA RIDGE BOARD CONTINUOUS RIDGE VENT RIDGE BOARD OVER RAFTERS 0 PEAK 5/4x4 FRIEZE BOARD FIBERGLASS SHINGLES o/ �� f ROOFING UNDERLAYMENT o/ 5/8" CDX PLYWOOD o/ % 2-1 /4"x14 L. RIDGE EAM 2 1 3/4"x14 ; .L RID BEAM 00 2x12 RAFTERS ® 24" o.c. ROOF SYSTEM 0) GAF TIMBERLINE ULTRA �\ ' I FIBERGLASS SHINGLES o/ 12 12 �` N `n 2x8 RAKE LADDER w/ ROOFING UNDERLAYMENT o/ 1x10 FASCIA & 1x4 TRIM 5/8 CDX PLYWOOD o/ " 2x12 RAFTERS ® 24" o.c. 10 � 10 FIBERGLASS INSULATION (R-38) � 1x12 SOFFIT TRIM w/ w/ POLY VAPOR BARRIER 1 `I SIMPSGN LSTA18 STRAP 5/4x4 FRIEZE BOARD OVER RAFTERS ® PEAK 1x3 STRAPPING ;Z16" o.c. CONTINUOUS RIDGE VENT AND 1/2" Dr YINALL 0 mi -- 2xl CEILING )ISTS; 2x1 CEILING J STS QA�lA4xL IA D ) 6x8 COLLAR TIES ® 4'-0" o.c. ® 24" o. 10" FIBERGLASS 24" o.c. j 6x8 COLLAR TIES SECURED• ) INSULATION (R-38) w/ �� \� j " POLY VAPOR BARRIER 10 FI� RGLASS IN ULATION ( 38) -:2x4 STR PING NAIL R ON TOP F 8x8 TIM ER RAFTS TO 2x12 RAFTERS w 1 \ )\ i `" 2x10 BE ED HEADERw/ 2-1/2"x10" THRU BOLTS 1x3 STRAPPING ® 16" o.c. w/ PO VAPOR B�RRIER 6x8 x8 RAFTS PAIRS 1x10 FAS IA & 1x4 IM I / " " I 1x3 S APPING ® 4" o.c. HA LAPPED PEAK 2-6 F ERGLASS AND 1 2 DRYWALL 2-6 BERGLASS • AND 1 " DRYWALL 4-6 TIMBERS EWS INSULA ON (R-42) INSULATION (R-4 ) }- COU TERSINK & PLUG 1x1 SOFFIT I w/ 1x3 S PPING ® " O.C. `i 1x3 STRAPPING ®!16" o.c. Z 2-8x8 TRUSSES A DORMERS 2" ONT. SO VENT w/ 1/2 DRYWALL w/ 1/ " DRYWALL w/ 8x BOTTOM C RD 2x SOFFIT NA ER w/ 16i'-0" 5'-6" 13'-0" 5'-6" Y AND 3--8x8 WEB MBERS 1 ] 5/ 4 FRIEZE 0ARD LA U M 2x12/2x RIDGE BOARDco of °' 4x4 RIDGE POST 2x4 BEARING WALL I O 0 °D --- — ---- 1--- — 00 F— Ld --------- ----—------ 00 < \ = O STUD TO BOX TO STUD ; •• LLI F_ 6x10 JOISTS ® 3'-9" o.c. CS16-28 STRAPS w/ = N O \ m U x MINIMUM 16-8d NAILS w/ 9/16"x2 1/2" JOIST SHIM o PER STRAP N w/ 2x8 JOISTS ® 16 o.c. I 3-2x12 BLOCKING 2x12 JOISTS 0 16" O.C. (5 NAILS IN EACH STUD) ~ 04 F- � M 2-A-155 TIMBERIJNX " 00 w 3 4" T&G PLYWOOD < F' / / UNDER RIDGE POST w/ 3/4" T&G PLYWOOD (6 NAILS INTO 16" JOIST) 0 2" �,IGID INSU ON CONNECTORS FROM 8x8 2 GID INS JBLKING N U N (n Z o 2" EVELED BL CKING COLLAR TIES TO RAPIERS 2" VELED �r O Z (1 PER CONNECTION) '- j", I --__---�-_.=- -----=-_------ J J JOU - ._ _ --_- t.,, :�..occ��_ �., �:,~ ., 2x END OISTr. 8x10 END JOIST rn -- -_ -- -------:_:_..:_ _ __._ _______ _-___--_ 6x8 PLATE BEAM 6x8 PLATE BEAM BEYOND 2x4 PANEL NAILER — " " 6 3/4 x12 0 CL CL 6 3/4"x12" < Q Q — o / 6 3/4 x12 LAMINATED GIRDER I LAMINATED GIRDER — 10'-0 1/4" 10'-6 1/2" 9'-4 1/4" 15'-9 1/2" LAMINATED GIRDER 12'-10 1/4" 11'-5 1/4" D Z_ Z_ __--_ m Li. Ll- 0 1 -0' EXTERIOR WALL R-20 EXTERIOR WALL R-20 WALL PANELS: \ � WALL PANELS: 4x7 GIRDER POST 00 1 r IN STUD WALL � �•- 2x4 STUDS ® 16" O.C. 6x8 SIDEWAf.L POSTS ' 2x4 STUDS �D 16 o.c. r W L t� » I w/ 1/2" CDX PLYWOOD SHEATHING I m v o w/ 1/2 CDX PLYWOOD SHEATHING I 7x10 GIRDER POST " 7x10 GIRDER POST 7x8 GIRDER POST w/ 1" STYROFOAM (R-5) a� o w z m M w/ 1 STYROFOAM (R-5) UPPER LEVEL S fAiR: w/ 1/2" CDX PLYWOOD ~ m o W/ 1/2" CDX PLYWOOD I " DOW WEATHERMATE HOUSEWRAP w/ 12 TREADS ® 9 I DOW WEATHERMATE HOUSEWRAP w/ o Z z r WHI11E CEDAR SHINGLE SIDING w/ 2 PLATFORMS ®i " / N ME� N " WHITE CEDAR SHINGLE SIDING w z a Q STUD TO BOX FIBERGLASS INSULATION (R-15) 15 RISERS ® 7 3 4 - FIBERGLASS INSULATION (R-15) -� Cl CS16-24 STRAP w/ 6 MIL POLY VAPOR BARRIER STUD TO BOX TO STUD o 6 MIL POLY VAPOR BARRIER � � z AND 1/2" DRYWALL CS16-32 STRAPS w/ •4 Co Cc ~ PER STRAP ►� a MINIMUM 16-8d AILS AND 1/2 DRYWALL MINIMUM 16-Sd NAILS z �- PER STRAP 4-16 LV.L. BLOCKING 16" [—JOISTS ® 16" o.c. / 5 NAILS IN EACH STUD �r co O° (5 NAILS IN EAC STUD) w/ 3/4 T&G PLYWOOD 4-16 L.V.L. BLOCKING 1� I/GISTS PLY o.c. 3-1 3 4"x16" L.V.L. \ o ( o WME = w 3 4 T&G PLYWOOD GIRDER IN FLOOR ( ) M » UNDER ENDWALL POSIT UNDER GIRDER POSTS " o (7 NAILS INTO 1 HEADER) EXACT SIZE BY SUPPLIER EXACT SIZE BY SUPPLIER UNDER GIRDER POST (6 NAILS INTO 16 JOIST) c9 z ,� �- V) 000.7oto Q W m 16 LV.L. ND JOI T 16 L.V.L. HEADERS ALL to N a � I " AROUND STAIR OPENING 16" L V\L./EN JOIST -� �- \o v�� _ so d9FIBERGLASS INSULATION (R-30) m m c2x10 TREATED SILL w 9 FIBERGLASS INSULATION (R-30) LOWER LEVEL STAIR: I " » o ►nrn►O ,Q O , , / 3-1 3/4 x11 7/8 000r-Q" / 1x3 STRAPPING ® 16 o.c. 15 TREADS ® 9 " w 5 8 TYPE-X DRYWALLL.V.L. LVL HEADERS oa00000 ,� vimTEI�MIIE CAP w " 1x3 A IN ® o.c. x a z 5/13 x12 ANCHOR BOLTS ® w/ 1/2 DRYWALL 16 RISERS ® 7 9/16 / / „ 30'-3 1/2 10'-7 / / x= " 17'-8 1 4' 11'-5 1 4" CONTINUOUS FOR �Z�N�� o.c. & ALL CORNERS ----- ENTIRE ELEVATION 5 5 S 5 5 a EXTERIOR WALL R-26 Mow w of it of� L o m m FOUNDAl10N NOTES: (9' HOUSE WALL) WALL PANELS: a to �r 2x6 STUDS ® 16" o.c. 80 RINGSHANK ® 3" cn cn cn c)C, a- in z o 10" POURED CONCRETE WALLS w ;� ~ O.C. FOR THIS LOWER 0 0 0 N to W (n y w/ 1/2 CDX PLYWOOD SHEATHING WALL, NOT 4 O.C. v v v v v = 0 3 / _ I 4 CONCRETE FILLED w 1" STYROFOAM R-5 i to to to to to 2-#5 REBARS ® TOP OF WALL & 4 CONCRETE FILLED LALLY COLUMN UNDER / ( ) o v z _ #5 REBARS ® 48" o.c. BOTH WAYS o LALLY COLUMNS I L.V.L. GIRDER ABOVE w/ 1/2 CDX PLYWOOD I y y — tai UPLAP SHEATHING 0 CO M N 00 20" WIDE x 10" DEEP CONTINUOUS ►� � DOW WEATHERMATE HOUSEWRAP w/ 0� I I ATLEAST 10 AND CONCRETE FOOTINGS w/ I WHITE CEDAR SHINGLE SIDING w/ to U)co n r- 00 o0 4' CONCRETE FILLED NAIL OFF WITH 8D 00000 3 o W ,.. o, 2-#5 REBARS CONTINUOUS FIBERGLASS INSULATION (R-21) TO MINIMUM 42" BELOW GRADE LALLY COLUMNS - 6 MIL POLY VAPOR BARRIER 1 ® 3 O.C. o 0 0 0 0 8 o 1 o 5/8 x12 ANCHOR BOLTS ® 36 o.c. AND ® ALL CORNERS AND 1/2" DRYWALL N N y Q = WALL TO SILL PLATE 5 5 5 5 5 x w y 2x6 TREATED SILL w/ w w w w w t- C a a 4" POURED CONCRETE SLAB w/ TERMITE CAP w/ LTP4 MINIMUM 10 6x6 WELDED WIRE MESH o 5/8"x12" ANCHOR 12-8d NAILS N o ° 4" POURED CONCRETE SLAB w/ " # / 16" o.c. ALIGNED .I RAISE 4 CONCRETE SLAB 6 MIL POLY VAPOR BARRIER BOLTS ® 36 o.c. Ln #10 6x6 WELDED WIRE MESH o/ i1 AT FUTURE BATH AREA PITCHED TO DOORS FOR DRAINAGE & ALL CORNERS w/ STUDS Ln 6 MIL POLY VAPOR BARRIER — - — - - ----- 3'-0" x 3'-0" x 1'-0" DEEP '.° : •.. ° -- - 3'-0" x 3'-0" x 1'-0" DEEP CONCRETE FOOTINGS BEYOND FOUNDATION NOTES: (4' FROST WALL) 20" WIDE x 10" DEEP w/ 3-#5 REBARS EACH WAY CONCRETE FOOTINGS BEYOND 10" POURED CONCRETE WALLS w/ o CONTINUOUS CONCRETE FOOTINGS w/ 3-#5 REBARS EACH WAY 2- 5 REBARS ® TOP OF WALL & x 4 FOOTING DRAIN # o ►� o/ 24" CRUSHED STONE w/ 3-#5 REBARS CONTINUOUS 20" WIDE x 10" DEEP CONTINUOUS I M w/ BACKFILL FABRIC TO A MINIMUM 48 BELOW GRADE CONCRETE FOOTINGS w/ o 0 2-#5 REBARS CONTINUOUS W c TO MINIMUM 42" BELOW GRADE 5/8"x12" ANCHOR BOLTS ® 36" o.c. y m m AND 0 ALL CORNERS O o 9 m J W_ W W M r'i at 20" WIDE x 10" DEEP z `� c CONTINUOUS CONCRETE FOOTINGS 4" FOOTING DRAIN Lu w/ 3-#5 REBARS CONTINUOUS o/ 24" CRUSHED STONE � TO A MINIMUM 48" BELOW GRADE w/ BACKFILL FABRIC O � _17 O N o~L O W Q ._ oFLONGITUDINAL 5ECTION NEWO laRUAtG w �.,8, 6872$ p� 0FESW o M c