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��4�gUFFQI,�� Town of Southold 6/13/2020 a P.O.Box 1179 53095 Main Rd ®4% 4`" Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41176 Date: 6/15/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2662 Long Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 56.-1-11.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2017 pursuant to which Building Permit No. 41739 dated 6/16/2017 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, front and rear covered porches and attached garage as applied for. (Suffolk County Health Dept. approval for 4 bedrooms The certificate is issued to Murtha,Robin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0083 4/17/2020 ELECTRICAL CERTIFICATE NO. 41739 9/21/18 & 2/15/19 PLUMBERS CERTIFICATION DATED 1/18/2019 e Edingt )rutbo, Signature �gutK� TOWN OF SOUTHOLD moo IPA BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . �� SOUTHOLD, NY dao 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#: 41739 Date: 6/16/2017 Permission is hereby granted to: Murtha, Gerard 411 E Lake Dr Montauk, NY 11954 To: construct new single-family dwelling as applied for per SCHD approval. At premises located at: 2662 ROW off Long Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 56.-1-11.3 Pursuant to application dated 5/9/2017 and approved by the Building Inspector. To expire on 12/16/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,456.80 CO -NEW DWELLING $50.00 Total: $2,506.80 Building nspector 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 I%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 I. 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 i Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: a�� 2 L 0 e.�� n,'� ,� Sp ct A co Imo! House No. J Street Hamlet Owner or Owners of Property: az ✓ ✓ / Suffolk County Tax Map No 1000, Section r5 6 Block � Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ t J ApplicaAl Signature 1 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �® roger.richert(a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Gerard Murtha Address: 2662 Long Creek Dr City: Southold St: New York Zip. 11971 Building Permit#: 41739 Section 56 Block- 1 Lot 11.17 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA Mazzoni Electric License No: 31525-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F1 Twist Lock Exit Fixtures TVSS Other Equipment: 11 KW standby generator with transfer switch Notes ,Inspector Signature: - Date: February 15 2019 r 81-Cert Electrical Compliance Form(1).xls SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® • �® roper.richert(cD-town.southold.ny.us l�cou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Gerard Murtha Address: 2662 Long Creek Dr City: Southold St: New York Zip. 11971 Budding Permit# 41739 Section- 56 Block. 1 Lot P-17 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Mazzoni Electric License No: 31525-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 X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 65 Ceiling Fixtures 25 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 9 Wall Fixtures 13 Smoke Detectors 4 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 63 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 71 Twist Lock Exit Fixtures TVSS Other Equipment 1-20a cooking deck, 1-40a oven, range hood, 4-bath fans, 4-paddle fans, 3-combination smoke/co detectors, 10-ARC fault circuit breakers,6-combination GFCI/ARC fault circuit breakers Notes Inspector Signature: — Date: September 21 2018 NJ 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road n' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 _ D BUILDING DEPARTMENT DD TOWN OF SOUTHOLD FEB - 5 2019 TOWN OF SOMOLD CERTIFICATION Date: Building Permit No. Owner: y e+-a, -cl W K (Please print) Plumber• K.)Aom (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ign e)- Sworn to before me this day of 20� Ac �. Notary Public,. County Vv CAROL L.EDINsTON NOTARY PUBLIC,STATE OF NEW YORK NO.0IED6088030 QUALIFIED IN SUFFOLK COUNTY 4 COMMISSION EXPIRES MARCH 3,20-L so�jy TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1 ST A16 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARICS: l &4tvit- v � DATE INSPECTOR SO�lyo N O TOWN OF SOUTHOLD .BUILDING-DEPT. 765-1802 INSPECTION [�] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: oi V_ DATE INSPECTOR - r pF SOU ��l4� Tyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATIONAST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Sc/ eyNA(r., V l Q _ [&rd, Cl/,.•y/ ,TrvV r DATE INSPECTOR so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . I FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARK DATE INSPECTO 1�T- _ 0 SOF so N O 0 Hry,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) FikEMARKS: v5 oK—v' DATE INSPECTOR ?21 q SOUIyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC'r ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �ivwe\Nvlok6& l'- 's 00�� DATE �J '� INSPECTOR �pE OUjy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST d6GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) REMARKS: n flVl 1S C2 Ti DATE INSPECTOR %inu%f I �o,\,oF souryO� * TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. l 3� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [, ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE u INSPECTORVI �o��OF OGlyo{o # # TOWN OF SOUTHOLD BUILDING DEPT. Couto' ... 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING FINAL W.6 -[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ✓ ,Y& on ",>TAP Paw mw w DATE INSPECTO OE SOUlyo6 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802- - I 65-1802- 1 [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [_ ] FOUNDATION 2ND [ YSULA [ ] FRAMING /STRAPPING [ ] FINAL F!�) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: oe Ci , Aae 1 o 6m t ,__ c,% 6) twmK!G6- VC. �el af e DATE 10 G INSPECTOR soulyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. `^ou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 4 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTORS Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 ! /']3 Address of Test 2662 Long Creek Drive,Southold NY 11971 Test Date 11/8/2018 6 Building Permit#: 41739 Compliance Pathway Performance Test Completed b Christopher Silvia g[-!3-a MSNET Rater ID# 4150294 p Y P D � �`� �J Home Energy Solution NATE ID# 187 East Main Street ICC ID# JAN 1 5 2019 Huntington,NY-11743 BPI# 631-673-0664 _ Building Envelope Tightness F so U ITLUT'D Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement 0 ❑ Conditioned Crawl Space lst 2320 9 20880 ❑ Sealed Attic - 2nd 1264 10.2 12892.8 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume i_33772.8 1 1 ft' CFM @50 pa 1672 Air changes/hr@50 pa 2.97 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement i Floor Area 2320 Leakage CFM @ 25pa 92 CFM/100 ft2 CFA 3.97 Code Compliance: Pass System-2: 2nd Floor Duct Location Attic -------------------------- Floor Area 1264 Leakage CFM @ 25pa 49 CFW100 ft'CFA 3.88 Code Compliance: Pass System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: l Christopher Silvia,Home Energy Solutions L-t SANCHEZ COMMERCIAL AND RESIDENTIAL Fiberglass&Sprayfoarn Insulation INSULATION April 12,2018 RE:Jerry Murtha 2662 Long Creek Rd , Southold,NY 11971 To Whom It May Concern: I Jorge Sanchez would like to inform that Sanchez Insulation Inc.has performed insulation work at the above-mentioned address.The following items were insulated:R30 batt insulation was used on the flat ceiling.R38 and R30 batt insulation were used on the Rafters.2- inch close cell equivalent to R15 batt insulation as well as R13 unfaced batt insulation in the exterior walls and blocking.Lastly, 1.5-inch close cell equivalent to R13 batt insulation and R30 unfaced batt insulation in the crawlspace.This job also includes foam around windows and doors as well as fire stop caulking.Job meets and exceeds New York state building codes.If there are any further questions please feel free to contact me at(631)960-8700. Sincerely, J6grp chez es Rresentative DD APR 2 0 2018 TOWN OF SOUTHOLD 1614 Manatuck Blvd Bay Shore,NY 11706 CELL 631 .960.8700 } ° OFFICE 631 .665.1353 FAX 631 .617.5977 ~' afsY Scanned with CamScanner C;FAR iI R1 U7 I 1 �u'� ''" � A-1rig ;� •� ' IOWA- 3.ffA m WANK I UP i . ��e�ll ate, . .�:..�:�°►�°�r��`����� r �• T P 1 Pill m. . �� 1 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 is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 eY SoutholdTown.NorthFork.net PERMIT NO. Check V `e tic Form N.Y.S.D.E.C. Trustees p' C.O.Application Flood Permit Examined fX ,2011 Single&Separate St rm-Water Assessment Form hContact: Approved ,20 MaU-o Disapproved a/c Phone:!^�7T9 Expiration ,20 D PICATION Bui ding -nspector FOR BUILDING PERMIT ` MAY v 9 2017 _ - - Date , 20 BUILDING DEPT. INSTRUCTIONS a. TOO s app'l19 ompletely 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 Prmit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole"or in part for any purpose what-so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for,an addition six months. Thereafter, a new permit shall be-required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk.County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein-described.The applicant agrees to comply with all applicable laws,'ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises -&-erg- U an Ci RO&O Ur 41141a' (As on the fax roll-or latest deed) If applicant is a corporati6ni /, P ? /- Subdivision 0 I (a ee, � reSeVVP Filed Map No. 1f 2 /� IJ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VaL� L an �f b. Intended use and occupancy (,{,ot 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on,filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front 3 ::� ; , e R'ear; i Depth Height Number o Stories 8. Dimensions of entire new construction: Front Rear Depth:'r,''';. Height Number of:Stories 9. Size of lot: Front Rear °" Depth 10. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are situated _ j 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 f Address Phone No Name of Contractor ` Add'res's Phone No. 1 a. Is this property`within 100 feet of a tidal wetland or a freshwater wetland? *YES 1�0 IF YES, SOUTHOLD,TOWN TRUSTEES &'D.E;.C. PE•KNITS MAY BE REQUIRED. b. Is this property within'300 feet of a tidal`vetland? *`YES• NO IF YES, D.E.C. PERMITS MAY BE REQUIRED.; 1 . 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. S--ATE OF NEW YORK), SS: COUNTY OF G'�f&t—a (�A Wbeing duly sworn, deposes _thj6s)he is the applicant (Name of individual siNCH gning contract)above named, Notary Public,Siete of Nov York No.01 BU6185060 (S)He is the (� e QualBNed In Suffolk County (Contractor,Agent, Corporate Officer, etc.) ss on res April 14,2_V,„_L) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; th t all statements contained in this application are true;to the best of his knowledge and belief; and that the work wi I1 be pc rformed in the manner set forth in the application filed therewith. Sworn to before me thi day of 20 7 Notary Public ignature of Ap�licant Scott A. Russell � SUPERVISOR U)l z 1\\4 A\N A\�Gi)EI�v1[JE7��C' SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 41- Town of So u th o l d CHAPTER 23 - STORMWATER MANAOEMEN Q%;A�VA D MAY 10 2017 (TO BE COMPLETED BY THE APPLICANTI MAY - 9 2017 -- —----------1(3C$�-TIS---PROJECT—INVOLVE7Y—OIr �—9 G-DEP r.----------------- Yes No (C}IECK ALL THAT APPLE TOWN OF SOiTTHOID j 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. i ❑[0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. I stallation 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 DepartmelaLwit]Lyour Building Permit Application. APPLICANT-: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 11. I 17 Date DISWO NAME: K.O b,N Q h 1 lj 4'-4 P^ M L4 P-A (• n ! ! w Section Block Lot c° "•"•' :"• :: FOR BLILDING DEPARTNIELN-1- t,tiL 0`:Li- Contact informanorr J 7 1 a 1 2 �') rn<d•,K to�a; Reviewed By: - - - - - - - - - - - - - - - - - - Date: S Property Address / Location of Construction Work._ — — — — — — — — — — — — — — — Approved for processing Building Permit. Sto "'water Management Control Plan Not Required. t—� Stcrmwater Managen'e,l; Control Plan�s P,equired (Forward to Engineering Depar)ment for Review.) FORM ' SMCP- TOS MAY 20i4 t - ! APPLICANT S'�C.T,M. 1000 (Proper)-Owner,Design Professional,Agent,Contractor,Other) d° k CHAPTER 236 Stormwater Management IControl PIan CHECK LIST , NAME l Section Block Lot to S M C P -Plan Requirements: Provide ME copy of the Building Permit Application. 51 -,C1 o&2_7 Date: o * The applicant must provide a Complete Explanation and/or Reason for not providing �cnanc I all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Itim, Please Provide Just if!cat!on Here! Tow 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 ® ! b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. DRAINAGE of the Site Boundary as required by §236-17(C)(2). Contact TOS Engineering a t d._Teat Hole Data indicating Soil Characteristics&Depth to Ground Water. -Elft 11 -- - 6 Backfill, OR Provide Engineers e e, Limits of Clearing & Area of Proposed Land Dist urbance. at the drainage has been in alledEGUR112. f, Existing & Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities, h. Spot Grades & Flnisl� Floor• Elevations for all existing & EROSION &SED I OWN Proposed structures, Shall include but not be limited t : I. Location of proposed Swimming Pool and discharge ring. 7 A well maintained Construction E trance, j. Location of proposed Soil Stockpile Area(s)• X Wire Backed Silt Fencing,stabiliz tion & k. Location of proposed Construction Entrance/Staging Area(s). Seeding of ex sed and/or inacti�a soils. _ I. Location of proposed concrete washout area(s). nl. Location of all proposed erosion&sediment control measures. 2. Sto-mwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(T)Inch t rainfall /storm event. 3. Details&Sectional Drawings foi siormwater practices are required for approval. 1 Items requiring details shall include but not be limited to: a. Erosion & Sedirnent Controls. b. Construction Entrance & Site Access. t ; c. Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) ® 1 d Leachin.g Structures (e.g, infiltration basins,swales,etc,) _- ........... 1 OR 1.N(;I\l•:1•:ItINC' Df-:PAItTMI;NT USE ONLY Additional Informationlis Required. Reviewed & 1 rlppiovedBy' Stormwater Manageme' t Control Plan is Not Complete. zZil ,___ - - - — — — — — — — - - F- — — — — — — — — — — — - l Stormwater Manageme t Control Plan is Complete. Date, 5 11,9�r� I ® SMCP has been approvyd by the Engineering Department, FORM " SWCP Check List - TOS MAY 2014 t Town HallAnnex J1 ( TelephonF 54375 Main Road N P-O_Soac 2179 Q rocaerricherttiQ`w saufho9d ny us D Southold,NY 11971-0959 of��© � � NOV 6 2017 - BUILDING DEPART ffVT ' TOWN OF sOUTHOI[sD TO WN OF SOIXHOLD i E_ APPLICATION FOR ION REQUESTED i REQUESTED BY G L r-w r d .t. Re 6►%N U t-- 4 Date: 7 Company Nar : ° AU 2, ph; i Name: ! A 7,2�0 1k t License No: • u T, 5% A i Address: IV Phone No.: le3 0 1 - JOBSITE INFORMATION: (Indicates required information) *Name: M u ATH A i *Address: 4 L y IFr n C41, c k �• �,v y4.e 1 d *Cross Street *Phone No_: ! Ctt( pd.lnt. (�.t +►Ard Sjt. y9ott2.7 f2oy�r► 5/y G4& 1. Permit No.: Tax-Map District 1000 Section:_ Block: *BRIEF DESCRIPTION OF WORK(Please Print Clearl Y) new '9 - - 1 (Please Circle All That Apply) Is job ready for inspection: . YES/ NO Rough In Final *Do you need a Temp Certificate: YES 1z NO Temp Information(if j d *Service Size: 1 has Whase ` 150 200 300 350 400 Other Cew=,Servi_fce,_i Re-ronnec . Underground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for lnspecoon Form lv v AFF ��V9 UILDING DEPARTMENT- Electrical Inspector D TOWN OF SOUTHOLD FEB 1 1 2019 Town Hall Annex - 54375 Main Road - PO Box 1179 74, Southold, New York 11971-0959 Telephone (631) 765-1802 FAX (631) 765-9502 TOWN OF SOLD roger.richertAtown.southold,ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: L Name: License No.: /�� —/�/G� email: �Cr 2 ivy' C C 6I7— iG5 Ca Address: Phone No.: ' JOB SITE INFORMATION: (All Information Required) Name: ('e►-a r-ol PwA Bolo i,vi u f` Address: Z40le 2 i OK Cree,k Dr Cross Street: Rv-� AV PhoneNo.: c,e-I 1 551& 7 q C?l 1 7_- Bldg.Permit#: 41-139 email: Mur+ka w vr+natn c V.e 4-,M,A1r,+ Tax Map District: 1000 Section: 6 U Block: I Lot: BRIEF.DESCRIPTION OF W RK (Please Print Clearly) � C_ -r AA q`73i& i�cl 11•17 -e t{ /C' 'tom. ;L,, <W e-Gge/ p rte/ �Q S " Circle All That Apply: Is job ready for inspection?: OYESNO Rough In Final Do you need a Temp Certificate?: YES ! NO Issued On Temp Information' (All information required) Service Size .1 Ph 3 Ph Size: A # Meters Old Meter# New Service-• Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection FormAsCIP DECLARATION OF COVENANTS & RESTRICTIONS (Common Roadway) DECLARATION, made this 6� day of July, 2004, by EDWARD ERNST and ANGELA NORTON, residing at 61025 Main Road, Southold, NY 11971 (hereinafter referred to as the "Declarant"). WHEREAS,the Declarant is the owner of certain real property situate at 2640 Long Creek Drive, Southold, NY,known and designated as SCTM#1000-056.00-01.00-011.001 (hereinafter referred to as "2640 Long Creek Drive"); and WHEREAS, the Declarant has made application to the Planning Board of the Town of Southold (hereinafter referred to as the "Planning Board")for approval of a six-lot subdivision of 2640 Long Creek Drive known as "Mill Creek Preserve," and the map of said subdivision is�J be filed in the Suffolk County Clerk's Office (hereinafter referred to as the "map"); and WHEREAS, the map depicts a roadway with an area of 1.28± acres (hereinafter referred to as the "Common Roadway") and the Common Roadway is intended to provide access to and from Lots 1, 2, 3, 4, and 5 of the subdivision and for utilities to said lots; and WHEREAS, for and in consideration of the granting of subdivision approval,the Planning Board has required a covenant that the Common Roadway be used in common by Lots 1, 2, 3, 4, and 5 and that the owners of said lots shall be responsible to maintain the Common Roadway, and-as a condition of said-approval, the Planning Board has required that the within Declaration be recorded in the Suffolk County Clerk's Office; and WHEREAS, the Declarant desires to construct the Common Roadway to provide ingress Ernst&Norton Covenants&Restrictions from, egress to and regress between and among Lots 1, 2, 3, 4, and 5 and Long Creek Drive and to provide utilities to said lots; and WHEREAS, the Planning Board has required that Declarant's use of the traveled stone roadway known as "Old Mill Path" not be used for primary access to and from Lot 5; and WHEREAS, the Planning Board has required that access to Lot 6 be limited to Pond Avenue and the traveled stone roadway known as "Old Mill Path;" and WHEREAS,the Declarant has considered the foregoing and determined that the same will be for the best interest of the Declarant and subsequent owners of said lots. NOW, THEREFORE, THIS DECLARATION WITNESSETH: That the Declarant, for the purposes of carrying out the intentions above-expressed, and also in consideration of the foregoing recitals, Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby make known, admit, publish, covenant and agree that the premises described in-Schedule "A" annexed; hereto shall hereafter be subject to the following covenant which shall run with the land and shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributees, successors and assigns, to wit: 1. Lots 1, 2, 3, 4, and 5 shall share a common driveway from Long Creek Drive and over the Common Roadway as shown on the map to the northeasterly, easterly and southeasterly boundaries. 2. The Common Roadway shall be constructed by the Declarant in accordance with the requirements of the Planning Board. Thereafter, the owners and holders of Lots 1, 2, 3, 4, and 5 shall have the obligation to maintain the Common Roadway and to share in the cost of Yt' maintaining the Common Roadway in the following proportions Ernst&Norton Covenants&Restrictions 2 c . Lot 1 15% Lot 2 20% Lot 3 25 Lot 4 15% Lot 5 25% with said proportion of such expense being attributable to each such lot(hereinafter referred to as "expenses"). 3. Declarant hereby covenants that each subsequent owner of any such lot, by acceptance of a deed, whether or not it shall be so expressed in any such deed or other conveyance, shall be deemed to covenant and agree to pay expenses as set forth herein. 4. Each expense shall also be the personal obligation of the person who was the owner of the lot at the time the expense became due. 5. All expenses shall be billed to the lot owners in the proportions set forth above and shall be paid to Declarant, its heirs, executors, legal representatives, distributees, successors and r' assigns, withVi thirty (30 days after the date of said bill. - l 6. Maintenance shall include filling of potholes and irregularities as needed; periodic scraping, resurfacing,paving or repaving;drainage;grading and landscaping along and within the Common Roadway;plowing for snow removal;and such other routine maintenance and driveway repairs as are necessary to maintain the Common Roadway, as constructed in accordance with applicable Planning Board specifications, in good condition. 7. When servicing, installing or maintaining utility and service lines along the Common Roadway, the lot owner causing such work to be performed shall employ only agent, employees, contractors,subcontractors and other representatives(hereinafter referred to as"contractors")who are licensed and insured to perform the work. Said lot owner shall give Declarant written notice of the name of the contractors, the nature of the work to be performed and the schedule for said Ernst&Horton Covenants&Restrictions 3 .t work to be performed. Said written notice shall be delivered to Declarant not less than fourteen (14) days prior to the scheduled commencement of the work. Said lot owner shall have his or her contractors use reasonable care not to damage the Common Roadway by disturbing the Common Roadway's surface or disturbing shrubbery or other landscaping, and the said owner shall return the Common Roadway to its original condition when the work was commenced. 8. The Common Roadway shall not be used for parking of vehicles, dumping or abandoning 'any waste or debris along its length. 9• The maximum speed permitted for the Common Roadway shall be fifteen(15)mph, or as otherwise agreed by the owners of Lots 1, 2, 3, 4, and,5. a10. Access to and from Long Creek Drive to Lot 5 shall only be permitted over a fifteen(15) of traveled roadway to and from the sixteen(16) foot wide Common Roadway known as North Pasture Lane as shown on the plat of Mill Creek Preserve as revised June 22, 2004. Vehicular l use of the traveled stope roadway known as Old Mill Path b the . Y owner of Lot 5 shall only be permitted for agricultural use. 11. Access to Lot 6 shall only be permitted over a fifteen (15) foot traveled roadway to and from Pond Avenue as shown on the plat of Mill Creek Preserve as revised June 22, 2004. Vehicular use of the traveled stone roadway known as Old Mill Path by the owner of Lot 6 shall only be permitted for agricultural use. 12. These covenants and restrictions can be annulled, waived, changed, modified, terminated, revoked or amended only at the request of the majority of the then owners of the lots with the approval of a majority plus one of the Planning Board after a public hearing. The property owner of each lot in the subdivision shall be entitled to notice of such public hearing but the individual owner's consent to such modification shall not be required. Ernst&Norton Covenants&Restrictions 4 IN WITNESS, WgEREOF, the Declarant above named has executed the foregoing Declaration the day and year first written above. ED E GELA RTON SS: 'STATE OF NEW YORK, COUNTY OF SUFFOLK d, a Notary Public in and for On the V day of July in the year 20049 before me, the undersigne a eared EDWARD ERNST personally known to me or Proved to me on said State,personally PP ibed to the the bans of satisfactory evidence to be the individuals)whose name(s) ec ted same ins hislher/their within instrument and acknowledged to me that he/she/they his/her/their signatures) on the instrument, the individual(s), or the capacity(ies), and that by acted, executed the instrument. person upon behalf of which the individuals) TATE OF NEW YORK - SS.. . AUNTY OF SUFFOLK RK OF THE COUNTY OF SUFFOLK AND u BEING A COURT OF RECORD) i EDWARD V F THE SUPREME COURT ROMAINE,CLE SAID CO OF THE STATE OF NEW YORK IINAN VE COMP ID FOR SAID HE ANNEXED CLa&VMb DO HEREBY Ci=UE PAGERECORD OF THE WHOLE DEED LIBER AND THAT 1T 1COPY OF SUCH OR1G1 NAL THEREOF. Y HAND AND F1 D THE SEAL OF SAID 1N TES D TIMONY WHEREOF, 1 HAVE HEREDAAYTOOF 1 , • COUNTY AND COURT'THIS Grj1dN,yr 124"..1212AG CLERK s Ernst&Norton Covenants&Rest"ons SCHEDULE 'At ALL THAT TRACT improvements thereon, OR PARCEL OF LAND, With situate east of the Village of Southohe ld,Id, building, Southold, County of Suffolk and State f New Y Town and follows: York, bounded and described a, BEGINNING at a point at the southwesters corner s Premises, said point being where the division � y ner of the within described Long Pond Estates Section Two,, an line of the land know bed northerly side of the land of the Long island Rail described premises inter Map of RUNNING THENCE northerly alongthe Rail Road, sect the Pond Estates Section One" the following three said Map and the "Map of Long 1. North 13 degrees 04 minutes 00 seconds courses and distances: 2. North 70 degrees 42 minutes 10 seconds asst 561.99 61.99 feet; 3. North 14 degrees 21 minutes 10 seconds Wes feet; West THENCE North 85 degrees 43 minutes 16 second 2045.65 feet; East 139-07 THENCE North 62 degrees 59 minutes 40 seconds 1.32 f feet; East 91.32 f THENCE South 45 degrees 41 minutes 26 seconds feet; THENCE North 88 degrees 05 minutes 54 second East 22.80 fe�-i; THENCE South 84 degrees 59 minutes 14 seconds East 478 03`�eet; East 316.43 THENCE North 4 degrees 21 minutes 26 seconds feet; THENCE North 34 degrees 38 minutes 40 seconds est 154.94 feet; THENCE North 53 degrees 32 minutes 39 seconds West 157.54 feet; East 189 THENCE South 15 degrees 28 minutes 30 seconds 28 feet THENCE South 80 degrees 33 East 131.60 feet; g minutes 25 seconds East 135.10 feet; ' THENCE North 17 degrees 35 mihutes 37 seconds THENCE South 84 degrees 54 minutes 40 seconds West 252'56 feet; ' THENCE South 59 degrees 25 minutes 07 seconds East 227'95 feet; THENCE South 19 degrees 27 minutes 56 seconds East 19.2p feet; THENCE South 89 degrees 46 East 319.28 feet; { g minutes 35 seconds West 314.47 feet; THENCE North 64 degrees 56 minutes 40 second THENCE South 31 degrees 25 minutes 30 s West 320.44 feet; THENCE South 51 degrees 46 minutes 57 seconds s West 155.56 feet; East 10 i.15 feet; E►nst&Norton Covenants&Restrictions 6 l THENCE South 18 degrees 23 minutes 47 seconds East 233.80 feet; THENCE South 82 degrees 49 minutes 02 seconds East 141.27 feet; THENCE South 61 degrees 25 minutes 10 seconds West 211 .31 feet; THENCE South 01 degrees 51 minutes 50 seconds East 47.18 feet; THENCE South 06 degrees 36 minutes 00 seconds West 87.71 feet; THENCE South 17 degrees 19 minutes 20 seconds West 417.25 feet; THENCE South 80 degrees 57 minutes 40 seconds West 96.80 feet; THENCE South 18 degrees 16 minutes 40 seconds East 699.63 feet; THENCE North 80 degrees 19 minutes 20 seconds East 177.12 feet; THENCE South 88 degrees 10 minutes 40 seconds East 224.90 feet; THENCE North 64 degrees 02 minutes 20 seconds East 39.57 feet; THENCE South 27 degrees 09 minutes 17 seconds East 10.94 feet; THENCE South 64 degrees 02 minutes 20 seconds West 41 .13 feet; THENCE North 88 degrees 10 minutes 40 seconds West 226.37 feet; THENCE South 80 degrees 19 minutes 20 seconds West 208.00 feet; THENCE North 18 degrees 16 minutes 40 seconds West 709.39 feet; THENCE South 80 degrees 36 minutes 00 seconds West 70.00 feet; f THENCE South 55 degrees 54 minutes 10 seconds West 471.25 feet; THENCE South 18 degrees 30 minutes 50 seconds East 655.59 feet; THENCE South 12 degrees 45 minutes 20 seconds East 300.23 feet; THENCE South 17 degrees 42 minutes 56 seconds West 30.76 feet; THENCE South 11 degrees 53 minutes 50 seconds East 264.76 feet; THENCE South 68 degrees 49 minutes 15 seconds- East 12.61 feet to the northerly side of the land of the Long Island Rail Road; THENCE westerly, northerly and westerly along the land of the Long Island Rail Road, the following three (3) courses and distances: 1 . South 70 degrees 33 minutes 40 seconds West 626.14 feet; 2. North 19 degrees 26 minutes 20 seconds West 7.09 feet; 3. South 70 degrees 33 minutes 40 seconds West 516.12 feet to the point or place of BEGINNING. Ernst&Norton Covenants&Restrictions pF SOU�y®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road � 41CFax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 c®U 1 BUILDING DEPAR NT TOWN OF SOUT LD January 24, 2019 ip� � r�� Gerard Murtha 411 E Lake Dr Montauk NY 11954 RE: 2662 Long Creek Dr, Southold C jn 15® TO WHOM IT MAY CONCERN: 'vvf-�S- f\Q-P-� J »W 0/- The Following Items(if Checked)Are Needed To Complete Your'Certificate o cupancy: �NO'fE;:�Generator specs;electric*app�and;$85-=schedule in"sp cti' ' 7 Electrical Underwriters Certificate fee of$50.00. Final Health Department Approval. umbers Solder Certificate. (AII permits involving plumbing after 4/1/84) V Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41739 — New Dwelling GET-YOUR DUCKS IN ;A ROWy., f h�a �'�-ti►. = p�e f at--+lAA t, homa" ' LAtia_ - to ct 4 zf Vrl A,PL rd. � �r 0.N �� �`�:0. L♦ �or�� is 31 `7 G5 � 3 2 , e r=-..rd o t 2-� Re JUN - 8 '2020 - '} - ��• �',ifM>�:qW�N.._ - .,i s�{�t'Y yt's,"l•L�i: ��•Y „J •31 - E ,If'�R\•�,�:IfJ My.�.hiKti"R+:{�_••1;,'Se'V' .kf: ;]' '�i���s �l?"�.h.i..ss 'Y>` _ ., }•:' m. ':.s;:fi,�Y°:S.;tA:,f ',a• to� ;«�n`t.; .��Td..- .."4'`'j,r�c-'.�4;ai= _ J • - '•35��'' s{:;,y'�spaX, j•�a 4j"•%•:.,�.:.' `'wp �ti` cs.,, a'-S',�.• a' - ::jo-:°�'' - •s_ ,. - 'ro.� ;`'tet+'-,t"r'�'.< F;�✓.u.. tY�bis;�, _ _t..`o+"k�a ,v _ ' '.1Jy"l;.r. ?'S. - >k s�1T!.rte�S.,e. r`•it R`S"�' r 4,�'fiY. .:Y.k..-..�::s,.j rxY'-a'�.t.i ._��,'s•.4 a%%A. s...l.—{', ' ' ••i' ^'t�- .,.k'4"�;..•L;'::,9�`�Nzi�.:aT.�.ca :.'�^i• ti},�'_>Sn.,:. ve+, �Y<.cs`T_.:i)-_".-:t!t.::-k,, - �;�',y�_:f _ �� Ljv .`c`• `t± :nr`?'r.;�n_�°.�'w �;+.a z>.� 1.5��„ z..-,:.Y�«i� Yr"-'kiryp;^ - - -'1i;,. ^,•�'.. ij1;`�•.. _ •,?'iw�.:f ;;x.,y'�3'.,`. '-v:;'r�:y. - `���',�-�';w'.S'vt.-•: i=�:�±,y=- �t'�'�.`^= _ - T ��� - .,,�,;,y�h q. 'i„�s'„�. �'a��,'.*;��r_'+-':�t"t- ''`�v+,a> •a� z--0�;^tk�.�.':..., - - '�'' t%=;TSt=;-r:M1r,1;yJc^r�.-�;.�. _s.�+�:'��. x�'�-:r' i c,�'':`'�;`t}.n�`kt5 �^��^..'�,sr-., 'd'>�;•a.: _ . . �,- . .,- /.. t -. �._.- ., .._>.3,:f�,,.r,�F:+'=as r.�+s.�_.c..4�d=°..., :,-#a. •.>:�:4[„�.�-»,4'�cln-�s�,.�`+�.e-�-r__ .,.�,�;.•r:. .. _ __ n 36'MINIMUM 2 a 3 ANGLE FIRST STAKE TOWARD FENCE POST - Cl)PREVIOUSLY LAID BALE. Y �c 1 IT WOVEN WIRE FENCE FLOW FLOC�1 �L`�; _/ ' 16R6-70/10 WWFI FILTER CLOTH S LOP 4 v 7- r�4 '0 ERTICAL EMBED FILTER CLOTH 74 O SLOPE FACE BOUND HAY BALES MIN.6-INTO GROUND z Q PLACED ON CONTOUR PERSPECTIVE VIEW . [� 7- -BARS: -BARS:STEEL PICKETS OR NOTE: O BEDDING DETAIL 2REA 2'a2'STAKES1.Sto2'IN GROUND. MAXIMUM DRAINAGEAFENCE In + DRIVE STAKES FLUSH WITH TOP OF 112 ACRE 110D LINEAR FEET HAY BALES. \\ \\ \� SECTION DETAIL W O STRAW BALE DIKE DETAILS ANCHORING DETAIL j ,iso o LIMIT OF CLEARING, GRADING f�' z o w \�o .0 o. AND GROUND DISTURBANCE � > w � e'THICK PRECAST 0' 'LINE OF HAYBALES & SILT FEN a ¢ z a CONCRETE TRAFFIC J, � r WZ O� BEARING SLAB EXISTING GRASS DURING CONSTRUCTION �p O o SWSTINGGA + GRASS SHOULDER `r z AREA TYPICAL CASTIRONINLET G,( J n� wQ PW, W GRADE GRATE&FRAME \\� �V GRADEOL ` e\ w^✓ C)" � L) IIIA IIII o �\�\ d5 e-ST Rote _ `1` .� CLEAN SAND& °0 M M== GRAVEL. 0 1 �. °®M®®® 4-CDP(TYP.) �='N ti� 7 O 0 4 — ° ®®® �o s. o s o o TEST H LE C) 31- //��./�� S 4- W DIAMETER a B'DEEP •11 I Q) PRECAST CONCRETE y+ LEACHING RING. °12 u�i >, RCA OR 3/4" AGGREGA q� T °°13® _ a DRIVEWAY AREA= °° I = ) 1,800 SQ. FT. 0 r co 11111=11111 0 S Z ^. CLEAN SAND&GRAVEL GROUND J / VOA ��O�C.+� I `1�r `� r\r �"ll• ` . WATER -Q ll •.J / Y-0-Min. E'-0'DIa. 2'-0'MIrL v txhr . , r., \ 9z CDP Typical Section Stormwater LeachingPools P�CH O 4' r� SION &SEDIMENT CO OLS INSPECTIONS ARE REQUtd� s DRAINAGE Contact TOS Engineering at 765-1560 before Shall include but not be limited to: Backfill, OR Provide Engineer's Certification A well maintained Construction Entrance, '� a a that the drainage has been installed to Code. Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. - 3240F qRF " 11 '+jam= . W z 4, sq FT „ v (Z, `° OP EPz U TEST HOLE Ba LP IP C= SITE PLAN DATA: - PROP ELT Eslst-GRADE nf�'� ,"L/ /` ` J �a _/t. \, E- �7 GERARD&ROBIN MURTHA 3 440 5T A4"04_6 2 �] LOTS OL DARKBROWN L , //�Ov /A//�7 \ ��� �� OQ SITUATE:ARSHAMAMOQUE EL 6 50.TYLOAM ,14s 5�f✓ a ��'3 �/ F_ y°•I �fj ' C t R � 56 V ��TOWN:SOUTHOLD e 8 �,(J ?. ^I/r C SUFFOLK COUNTY TAX MAP NUMBER:P/0 1000-56-1-1.3 V5 �'/� \ t� IZ-0 C= o TOTAL SITE AREA/ACREAGE=52,117 SF;1.196 ACRES BROWN Leo) e®® �s p 10 �t ML LOAMY L o)C 14 C,q L �oa -S� �V r / � C\ f L• EL< 310, 9�, -06,, LOQ 8 APPR AL OF STORMWATER MANAGEME w BROW � 5 �A C RO P -Tow Cod r 23s H � �' 03 STORMWATER DRAINAGE SW `oA SE ��,� a�e: .S' ka 7 4 Q CALCULATIONS• EL 23 S O <TCRs Approved by; TOTAL AREA OF ALL IMPERVIOUS SURFACES: W In R oho ��� x U �' ROOF AREA=3,240 SQ.FT. PALE BROWN 1� �w G G` g0 c^- FINE DRIVEWAY AREA= 1,500 SQ.FT. S COARSE tK PATIO AREA=NA SAND ��P� ALL OTHER IMPERVIOUS AREAS=NA `11P ���p Q =(1.0'2 IN/HR-3,240 FT2)/96.23=67.34 GPM EL< ,,,, 0 50 100 150 200 0� O > TOTAL RAINFALL=4039.2 GALLONS SCALE IN FEET Test Hole FLOW TO LEACHING POOLS=33.66 GPM=2,020 GALLONS ylnos LEACHING POOL DESIGN CAPACITY=3,000 GALLONS SUR\/EY OF P/O BU I LD I NO AREA LOT 5 S.C.D.H.S. REF # PRE-16-1376 _ MAF' OF MILL GREEK PRESERVE FILED AT THE OFFIGE OF THE GLERK OF SUFFOLK COUNTY JAN. 28, 2005 AS FILE NUMBER 11216 � E SITUATE: ARSHAMOMOOUE TOWN: SOUTHOLD S --- SUFFOLK COUNTY NY d���� P SURVEY 06-22-2016, REVISIONS 10-11-2016 refer to the New York State Plane Coordinate •'� "�\ \� System-Long Island Lambert Zane-NAD'27 SUFFOLK COUNTY TAX # -,\,- ,G\ , P/O 1000 - 56 - 1 - 11.3 C��P�'] I'1-P✓u� ) �� ` J� i �\,` ' �\� a�� C9 P� FOR. ('J�Jia O��`C� — ` 0 �Ql GERARD THA m \�� �� v ��' ----- 0� ROBIN MURTHA \ O�' • _ _ i o °> ° Test Hole k '7 0EL= T 2 I \ CJ — \ _ �� — ��e 4 vak \ N-D� v \ \ / ' \ /Q OL Br� _ _ �® •cC 1 ; -1 / , ML L�oany ° N �� UP r )i �' / \ —� 1 \ B61Y W w ® c^ pc,11 M �I -Ar Pale 9 \ / "".Jf�\ / / n/ \ \ \ ® � . �� t,.a © 0 rn Sw BFtane \ 0 ® To Sand Water ( \ ( / \ \ — v\ / ,1 (�.A�. UI In \ W a„ �, ►�� SW Lj4J TO Phe 0 Sand _ CA / j>\ — \ \ S� 010 �2 filA[F:HNA710M 118 ov-6 1w 18'921 1NV-90 qtappaa is �" O� — — — — C.J— / •/ \ � N"�-`t' LPAOYK ltl01. pSrIIX+L IV FJ�IFO 1^ ' \ y "J Ile— \7A N—Yank 9fate Ed dlari Lo+.• 17 —Won 120q, fI1GlOIMl�l6NAlg1 / � /. 7 / 'O\ \ 'Only copies From the ar`r oP I�hrbvseuyoYen§y et-p� 1 emi Kron be.'�`tlm kle-d to b.validlnre • '� dye. 4+ _ �lltkar om nmcmm 1�raan g x1r�1w e i-two N–(st t. atm ar P�rae_ NOTES: I j O �Op CFiys, 502 �¢�� s e .�aaa ehal U ab an hb btlnN to Ure Eltla \ U�� a � �l F�LANDS E.H. p �t�t,� CIfika- MONUMENT FOUND \ "an'aro"°"ro"°d a addmanal ebt AREA =52,11-7 SF OR 1.1% ACRES \ PCT 12 2016 JOHN C. EHLERS LAND SURVEYOR GRAPH I G SCALE 1"= 50' ,, i EALTH SERVICES 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 � ; ;, t •„ MGT RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 �`' REF.C:\Users\1ohn\Documents\MDropbox\16\16-160.pro SURVEY BU I LD I NCS AREA LOT 5 MAP OF MILL GREEK PRESERVE N FILED AT THE OFFICE-OF THE CLERK OF SUFFOLK GOUNTY JAN. 28, 2005 AS FILE NUMBER 11216 SITUATE: ARSHAMOMOQUE TONN: SOUTHOLD SUFFOLK COUNTY, NY S SURVEY 06-22-2016 "" N00 Metes o Bounds mid[oordln Plane shown heron 150• refer em Long Isla d�Lambertrt Pzone w Dd xl FOUNDATION LOCATION-OG-12-2017 ." ° SUFFOLK COUNTY TAX # Ilk P/O 1000 - 56 - I - I1.3 �fl�?t� 1�• �� ° C)ERTEF�TO: `SO p,- 104.21' ,per �p .0. 15.56 13.56 GERARD ps�THA 36 A �♦. jV U PIjet �aVI ` ov) \ oo Lot SEP 1 3 2017 RSD]NG DEPT. \ \ \ TOWN OF SOUTHOLD \ � � •�� , \ � SR�a 04,( pa v ,p ° q�0 ;56 p�,y�0• , 77 N p, cot) \ `90 ��°o� ` a� �� o c. 0 16aMmYleelc� �° °� 6` np qj E/j/�_ e P -Ylk! ; .`�� � 'dJyGap�kan Wearw ural oP Wb euv .O •Ch mo<'km Wth an arlgMl a We lone euveyQ� 6-\ A�O�vQiy1G tepee eaa�anon mea ae s°ne o ey n Yr*Stato laa czar °° NOTES: �� �� S+ S02 `as f e nll nn eey ab on fJa behalf ro We MI. y. ■ vp FDS ra a9ea�y andop tw teRm rraa free ceo+,o,ao MONUMENT FOUND �br tbrin are rok bareferabl¢to adelbdnl MsaWFJwe AREA =52,11-7 SF OR 1.1% ACRES JOHN C. EHLERS, LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I"= 100' RIVEREEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.0:\UsersVohn\Dropbox\16\16-160 FDATION LOC.pro F IF kir 4 4P 1 '77 FT 77� 'I" t7yl m IL WA CONTRAC OR WMI� 7A '17 4"o AV, no "jf" L� AUG - 9 2017 TowN OF D ®LD Creek T�P . y D r I 1 0 0h, iT14,201 14"28-11 ; SUFFOLK ( M ATY -."'0111elinprovemen Ise . OUN NT NtiLAN (TIMCCONSTR(47TION It INC tia€r€i . �, t o r a r rat �bt l; ft ���arR :k�,ill] and.-subject to 11wim.isions of'a �slb��zliyl��;3��..role's York as hc'rcht tce �;edw c�ant€a IMPROVE I'L%f CONT Its C MR,in tlac cou'ht�v .c3�6ttt11�4ii7alt�t �' ' ' r - - 1 REScheck Software Versi®n 4.6.4 nNt Compliance Certificate ® [Ecf�ov[E DD Project MAY 15 2017 Energy Code: 2015 IECC Location: Southold, New York RUILDINGDEFT. Construction Type: Single-family TOWN OF SOUTTHOLD Project Type: New Construction Orientation: Bldg. faces 315 deg. from North Conditioned Floor Area: 3,048 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ® OR o t ®� vA. ®w: k "- r as :• Compliance: 3.4%Better Than Code Maximum UA: 625 Your UA: 604 Maximum SHGC: 0.40 Your SHGC- 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Wall 1:Wood Frame, 16"D.C. 1,315 13.0 5.0 0.057 65 Orientation: Front Window: C:Vinyl/Fiberglass Frame, Double Pane 137 0.290 40 SHGC: 0.31 Orientation: Front Door 1: Solid 44 0.290 13 Orientation: Front Wall 2• Wood,Frame, 16" o.c. 998 13.0 5.0 0.057 55 Orientation: Right side Window: D:Vinyl/Fiberglass Frame, DOuble,Pane 40 0.290 12 SHGC: 0.31 Orientation: Right side Wall 3: Wood Frame, 16"o.c. 929 13.0 5.0 0.057 36 Orientation: Back Window: F:Vinyl/Fiberglass Frame, Double Pane 177 0.290 51 SHGC: 0.31 Orientation: Back Door 2:Solid 36 0.290 10 Orientation: Back Door 3: Glass 80 0.290 23 SHGC: 0.29 Orientation: Back Wall 4: Wood Frame, 16" o.c. 920 13.0 5.0 0.057 49 Orientation: Left side 11 0.290 3 Project Title: Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 1 of10 Door 4: Solid 53 0.290 15 Orientation- Left side Ceiling 1: Cathedral Ceiling 450 30.0 0.0 0.034 15 Ceiling 2: Flat Ceiling or Scissor Truss 728 30.0 0.0 0.035 25 Ceiling 3: Flat Ceiling or Scissor Truss 545 30.0 0.0 0.035 19 Ceiling 4: Flat Ceiling or Scissor Truss 1,092 30.0- 0.0 0.035 38 Floor 1:All-Wood Joist/Truss:Over Outside Air 2,320 19.0 0.0 0.047 109 Floor 2:All-Wood JoistfFruss:Over Unconditioned Space 545 19.0 0.0 0.047 26 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in R�E[S`chheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. iC"ee_ `ria 9Z Name-Title Signature Date Y.906 ppk 411 � g611� Project Title: Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, !Construction drawings and '❑Complies Requirement will be met. 103.2 documentation demonstrate F ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal ; " ❑Not Observable vQ envelope represented on,envelope Applicable construction documents. 103.1, 'Construction drawings and ; UComplies Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 =energy code compliance for [PR3]1 ;lighting and mechanical systems. } ❑Not Observable ;Systems serving multiple ❑Not Applicable :dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. E 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable 1 Btu/hr Btu/hr ❑Not Applicable ,approved by the code official. I Additional Comments/Assumptions: 11 High Impact(Tier 1) ( 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title- Report date: 05/12/17 Data filename: C•\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 3 of10 Section I # Foundation Inspection ! Complies? Comments/Assumptions & R ID 303.2.1 'A protective covering is installed to ❑Complies Requirement will be met. [FO11]2 protect exposed exterior insulation ❑Does Not d and extends a minimum of 6 in. below ❑ grade. Not Observable ❑Not Applicable 403.9 !Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. [FO12]2 'installed. ❑Does Not ' ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1;High Impact(Tier 1) 12' 1 Medium Impact(Tier 2) -3 Low Impact(Tier 3) j Project Title: Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 4 of10 Section Plans Verified Field Verified' # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID - 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 F 303.1.3 LI-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 =installed per manufacturer's ❑Does Not =instructions. ❑Not Observable ❑Not Applicable 402.4.3 :Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC '400 that do not exceed code ❑Not Applicable limits. 402.4,5 'IC-rated recessed lighting fixtures= ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not ,and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 :Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 'insulated >= R-8 where duct is ❑Does Not \� >= 3 inches in diameter and >_ R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. 403.3,3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. '❑Does Not ,�v ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55 °F are insulated to >:R-3. ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC -- - --- ---- -- —^- ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FRI8]2 >--R-3. ❑Does Not h ' ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 72]Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 05/12/17 Data filename- C.\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 5 of10 Additional Comments/Assumptions: 1 !High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title• Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 6 of 10 Section Plans Verified E Field Verified ' & Re ID Insulation Inspection Value ( Value 1 Complies? Comments/Assumptions 9• 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13)2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values [IN1)1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per EComplies Requirement will be met. 402.2.7 'manufacturer's instructions and ❑Does Not [IN2)1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of ,sheathing, or continuous insulation is installed on the underside of floor framing and S extends from the bottom to the top of all perimeter floor framing ; members. 402.1.1, Wall insulation R-value.If this is a. R- R- ❑Complies See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 �wall insulation on the wall '❑ Mass ❑ Mass ❑Not Observable [IN3)1 exterior,the exterior insulation s \ , 'requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies Requirement will be met. [IN4)1 !manufacturer's instructions. ❑Does Not ' ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 7 of 10 Section Plans Verified Field Verified - # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID _ 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. []Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. .[:]Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 Iinsulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 402.4.2 'Wood-burning fireplaces have E❑Complies Requirement will be met. [F18]2 tight fitting flue dampers and ,❑Does Not outdoor air for combustion. > :❑Not Observable - _ ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 'Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI2711 determine air leakage with ft2 ft2 ❑Does Not either. Rough-in test.Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air 3 handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. '❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) i Project Title- Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 8 of 10 Section Plans Verified i Field Verified # Final,Inspection Provisions, I Value Value Complies? Comments/Assumptions & R ID 403.5.1 `Circulating service hot water ❑Complies Requirement will be met. [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 403.6.1 All mechanical ventilation system; .❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed z ?❑Does Not HVAC equipment meet efficacy i '.❑Not Observable and airflow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat :❑Complies Requirement will be met. [FI26]2 through one-or two-pipe heating i ❑Does Not „systems have outdoor setback control to lower boiler water ;❑Not Observable temperature based on outdoor ;❑Not Applicable 3temperature. } _ 403.5.1.1 ;Heated water circulation systems; ' .g ❑Complies Requirement will be met [FI28]2 !have a circulation pump.The I ❑Does Not ,system return pipe is a dedicated " return pipe or a cold water supply; -]Not Observable pipe. Gravity and thermos- } []Not Applicable syphon circulation systems are not present. Controls for I circulating hot water system i pumps start the pump with signal ;for hot water demand within the I `occupancy. Controls ' automatically turn off the pump ;when water is in circulation loop fx is at set-point temperature and no demand for hot water exists. 403.5.1.2 ;Electric heat trace systems �( `` ❑Complies Exception: Requirement is [F12912 "comply with IEEE 515.1 or UL d, ;❑Does Not not applicable. J515.Controls automatically adjust the energy input to the ;❑Not Observable heat tracing to maintain the i ❑Not Applicable +desired water temperature in the ` piping I: .. ' 403.5.2 ;Water distribution systems that ; ,T ❑Complies Exception: Requirement is [F130]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water " supply pipe back to the heated ❑Not Observable water source through a cold ;• ❑Not Applicable water supply pipe have a demand recirculation water :system. Pumps have controls , that manage operation of the , pump and limit the temperature I' ; of the water entering the cold water piping to 1049F. i 403.5.4 Drain water heat recovery units t '❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA <❑Does Not not applicable. B55.1. Potable water-side f pressure loss of drain water heat } '❑Not Observable ':recovery units< 3 psi for ❑Not Applicable :individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent v ❑Complies Requirement will be met. [F16]1 'fixtures or 75%of permanent ;❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable , lighting. `❑Not Applicable 11 High Impact(Tier 1) -2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value 'Complies? Comments/Assumptions & Reci.ID — --- -- — — 404.1.1 'Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. .❑Comphes Requirement will be met. [F17]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not .systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title- Report date: 05/12/17 Data filename: C:\Users\kboger.EMPLOYEES\Desktop\Southold House\Rescheck.rck Page 10 of10 r 2015 IECC Energy Efficiency Certificate �;«�... N.." `.H,eia'p�v'���$= .:sm'cca��.� :n+r ,.s•,,y ..am rws Above-Grade'Wall 18.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.29 0.31 Door 0.29 0.29 F Heating System: Cooling System: Water Heater: Name: /L Date: r11241? 1? Comments RECEIVED APR 0 9 2020 0FFI�:,_ SURVEY OF L® 5 MAP OF MILL GREEK PRESERVE FILED AT THE OFFIGE OF THE CLERK OF SUFFOLK COUNTY SGDHS REF # R 1 O 1 C DOP55-ZEG JAN. 20, 2005 AS FILE NUMBER 11216 srruATE: ARsHAmomoouE N N82030'43"E 227•g51 TOV�N: SOUTHOLD W SUFFOLK COUNTY, NEW YORK Y SUFFOLK GOUNT r TAX #'5 JUN 1000 - 56 - 1 - 11.1 ���� f \ 1. c 0Ns yGy v 0 \ t SUR\/EYED: 06 - 22 - 2016, 1510N5 10-11-2016 I FINAL 03-03-2020 04-02-2020 t � CERTUMD 16 GERARD MURTHA r ROBIN MQJR'IIHA � lEAMf LAND SERVICES,INC. b// � )FIRST AMERICAN TITLE INSURANCE CO— SERVICES, ARTt�?E°�iT OF HEALTH SERVICES / SUFFO, CO� .,tTv ME r OVAL - CONSTRUCTED t APF'r:C'` � D WORKS FOR SINGLE FAAA1-Y RESIDENCE Jw \ 1202 H.S.Rei.Na.r� oo$3 ��, ° a , `-------- `;\ s�N Date P�\� `� �T z ! �`', 't The selxaRp disposal and water supply facilites at this location have been _ -_------ \ rtment or outer agencies and found to °�� ��-k \ N Inspected andlrx cerci`ed 6y this Oepa Q +stn FOR Ah"AXl t4UAAF...;�.�gEDI00P1l5. �o�� r�Q ; \ be s dory .p� ',\ �.�1 Chief 1 `� Craig kSrc�F�Pf=c, _ , 7��� ^went I ; Office�of_Wa '_ � ----- ------------ / Nc9 —Qs t pp N f / �/�� 703 \ \ Ayletz 0j/ r \ -/ Tle 1/ ` N --- 6 QW�2e n9 5-17 115 Y --. – � S Se Qlp IIQ � \` Qrd ea�e/nof tl9h r 1 CQ \ �S� � . �S mQrsh � o t � I� I lot y O \ or a n ---------------- --5f1'-_{�<d.W.: 13 09��` � --- 83.Oq' R N-i5°25'53"E 1 N G -- ---- ------ - 2q 36t 84°36'21"E %e -- 0-- ►9 ---------i - -- -- ----------------- _ �, 1 t 50.00' 3 ------- ----- ---- r- ------ �00A,�3 ---N�fS 25 53 E 265.66' 6 N6� 00 33"E _ N�(5 25'53 E '---------------..-.._...._- ° N5 �3� Area Of Lot 8 sass ° (ri ht of wa ) 1.21 p,cresy o, "� N O W ------------ 03p`°j3 �p'C �0 p -4 Field -;, - i O O Limit of Freshwater Wetlands rll as dellneoted by 5. Lorence of the NY50 C, / 300.00 - � �r \ 0 a0A 13ttE \ \ / 1 Lim 1 / \ \ Qs cl !t of ellneQte resh�1 ( Ot \ ter ok Qn4's \ O a, , \ l7 - � I „ Z � t o Oo� ems. �, 3t03 tW 90 56��0t �Ole, Field °Q `� 2 . w� O �,° g �- o Woods �3 Q -7 O 9 9 p ` ry O O GP bU? �91�� GP GP� ! 9 O 7' yp'C z ' County of Suffolk \ Vacant S \ \ -- 90 � s1 t x.20 N7g°14'43"E °� A` �C 33 `` p�� �0q.q.�43"E 224.c10' �O 10 \ � N6 1 '1.12' pgILL PATH" \. o� \ 5'71°14'43"W g3� k�� \� 0 A113ttya p� \� 4 9 6�0441q'3 226.37' /°563 0 bn� 5 0e).00' 0� 23��3 n of Southold po v p• �o s� o� - d 26.3. con -A m sTo, @/6, X63°Us�Rr F6�, o �,Q,gGF /4�,@ s�3 q, p, 40 rY Sr3, 4�0 . /g @ -6 DETAIL 6RAPHIG SCALE 1"= 50' AREA = 45.588-7 AGRE5 Af e :\�� ,�! \r- lhkuyarl[.0 wNwdlm>aCAIlbn b°mvay i 1 ak.�l lf/Q by a IkawQ hM Notes: -.`,;a� �� vkbtkn or.sctlar 77oq,«Arann.kn Z,of u» t»n York Stat.94"Ln Lm ® MONUMENT FOUND '� ` #v1 No STAKE FOUNDt,a,�,�„,,. `\' ♦ Mrvey praprrsa h corcknc."nMh Cr..- /� \\\ - .�y '. • ky q+e"N+York Stdl/usocbtlon d�r fy.bral i• ;'. tanC tiITYMJa,Y.SoW urMkatla»NKYI fin an -\ 5 it^'' to w pw.o.rot w,am w.W-,y»P-•po•�", -'�•:.^._: pd On h»binlr to 4r.tlk»adrrwy, p PIPE FOUND gov -J I �, _ _,'+, `, W I agfnry ana»Mhg trtkutlon I»t.a fisr.anM`,'�me \V: to ttr a..k�v..or tn.wwhg ertltunan.cwnrka- tkn.ar.rot ko,mrrotN.to aealtbnl h.nh,tlo,» 6RAPHI6 56ALE I"= 100' JOHN C. EHLERS LAND SURVEYOR T - N.Y.S. LIC. NO. 50202 6 EAST MAIN STREET 0 100 200 300 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 41"o 213 e3VM 4N.Yw. NO-Iq fta rho It.l.re Visit www.DAGmarketplace.com for information on interior and exterior products for your home! ' Z O U Q Li W N F- LQ F- W U Q Z 95-4 1 1 -7�� Z Q W Q W M W i uO a W W j a a N j c�i > a 0 G W U a W 26'-4" 2'-6" 5'-411 2'-6" 14'-8" 8" W W FQ W V1 W UJ Y W H Z JI J J. Q W N J a N 'Wr 12'-6" 13'-2" 12'-6" 10'-9" 'I'-2" 7��7 j a v = W a ``' If J. Z N J G U - i m Z 7 O Q O J Q �` U. O Z vi = Z o 3 Z (2)TREATED 2XVS AND in ' o STEPS TO GRADE O 1XIO TRIM BOARD AT 6 =' W W Z --------- ---- - - AS REQUIRED I � m % r --- --- ------------ % - - - OUTSIDE PERIMETER � o W W m - � Q h 1 JrU OF PORCH UNLESS NOTED ca, N N U Z 0 N h 1 __------- III �k.TYPICAL OTHERWISE W W W 0 __ ___ —————————————— ——— — (3)TREATED 2X8'9 AND fi ------------------------ �f C3)TREATED 2X8 S AND _ r- o Q �- 1X10 TRIM BOARD _ 1X10 TRIM BOARD c V W t� THK.FTG. W/4 I -- --- ----�--- r -1----- ------------------ -----------------1- -1-_ ---_---- ----_ ---_----� _---- ----_----_-- -r a Z N J u i u n - - --- ---Z--- - - - -----Z---- --- - - - - OW W 3 -0 X3 -0 Xl -0 »4'S EACH WAY 3 C THK FTG. W/4 I I I I I (3)TREATED 2X8 5 AND I I I I I ( w z z o m m »4 S EACH WAY - � �, W o 1X10 TRIM BOARD rn _J L__J L_J L__ L_ Q a z X z I I PIERS UNLESS SOLID ERIC U W Q a L I 8 --- - -- N *-�7 XO. ( ---- II OTHERWISE NOTED _ M F J W 0 - / \ - °11(k DECKING--� I—— — —/ TREATED 2X8 TYPICAL INSIDE \ -0 o >8 TYPICALr L_-- J 2X10 FL. JOISTS m 16" PERIMETER OF PORCH . JOISTS 16" ACCES DOOR - ---- L ---- ---- ' — —AT GARAGE I --- = - I O.C. WRIDGING ' I -- - -- - ---- ------ -- RIDGINGI I I I -� rzzz L-- -- -- -- -r- ------ -- _ L- � 2X10 FL. JOISTS m 16 � - (PERIMETER TS HEADER 1, _ ----- ---- ------ - r - ----- - T- _ �� I I I = - OF BUILDING) 0 TO l3)PL.LIG4TS / 3'-0"X3'-0"XI'-0" - I I to I I I IN CRAWL SPACE THK.FTG. W/4 I 2X10 FL. JOISTS a 16° O.C. W/ BRIDGING I I I �, »4'S EACH WAY O.C. W/ BRIDGING I 8"X16" I 4" CONC. SLAB W/ 6X6 I I (12') _1- ( MAS. PIER L -I-- WIAXWIA ULF OVER 6 MIL I I I I FILL ALL r- -- - -, � r-I--I MOISTURE BARRIER OVER ( CELLS TYP. 11 COMPACTED FILL. SLOPE I I r---1 ( I I I _ - - - SLAB FOR DRAINAGE - I I I I ' _I I I I I L - I I -T I _ 1J L 2X10 FL. JOISTS m 12 I - �4 I I ( _J 111 O.C.W 1 BRIDGING TUF1 DOWN SLAB TO J I I I -►L--J E a I J FROST DEPTH AND SLOPE — I I I � � n i u i n i u � ' a� � n � i u � LH+ TOP FOR DRAINAGE 22'_2„ Se-all 1 4-8 5-4 L J 12 -2 p ut fl_ 2�_0�� 101-0115 -4 10'-2" +� I 3'-8" - I 16" THICK MAS. 0LWU 0-°x'0 IFWR Ir -I-- 5'-011X3'-011X1'-0" THK PIER,FILL N O ' a a- -Ell FOOTING WITH (6)*4'S 3'-011X3'-011X1 -0" I I I I pr ( ALL CELLS. I/ SHORT WAY AND (4) »4'9 THK.FTG. W/4 _ "' I a Q r- L_—— — L J -1 L _ J W TYPICAL a 2X10 FL. JOISTS e 12 LONG WAY (CENTER »4'9 EACH WAY $" I 1'-0° cn 0-ua� (- -I -I _�_ '' - O.G. W/ BRIDGING L J ap FOOTING UNDER WALL) L--f N W ' W(L I I = r 9 ( 0 Cl6 ) 2X10 FL.JOISTS 16° I 8° a0- 0 I I , I I - _J ' , 1 O.C. W/ BRIDGING - i No oaf -- I I - ' -I- -- - - -I- (Im) I— —I 0 1 L +�' r '� I 2X10 FL. JOISTS 16° @ 0 r L-r-- `� I ( I r _ I I I t I O.G. W/ BRIDGING 2X10 FL. JOISTS 0 16" wEffi, SEE WALL SECTION I I I _ L--�— I X10'JOIST81 (14') I O.G. WCIBRIDGING I-z 2X10 FLOOR ( a L - -J Ir' Oma' L - -.J _ L. -J -' L_-J L_ _J L-1- J FOR TYPICAL ANCHOR I JOISTS _2X10 FL. JOISTS a� 16 I (g') 1 I I - iA 8" 3'-0" BOLTS. PROVIDE (3) I . 16" OC.I I `" O.G. W/ BRIDGING C14') _ I it-oil - I I J ( BOLTS AT THIS SECTION If8') _ _ _ _ _ iq (2)2X10'8 I ;� r- --1 r - --i TYPICAL UNLESSr'--- -- Z r 1 r-- -I r - OF WALL 3'-011X3'-0"XI'-0" - 3'-0" WIDE I I I I NOTED OTNERIUISE I I I I I I 2X10 JOISTS I I THK FTG. W/4 - - - - - - - - - - - - - - - - - *4'9 EACH WAY-41, I I ACCESS OPENING I I I I - J I I I I I I a 16°)0G LT 16 X16 MAS. = 12'-4" 2X1 FL. JOISTS Q 16 3'-011X3'-011X1'-0" �t I �� 0 _ (8) r-- - - �� - 1 1 -0 r-I- THK.FTG. W/4 I I 2„ PIER,FILL - - ' �p O.C. W/ BRIDGING I *4'S EACH WAY I I I ALL CELLS. r - - , - - I - I - rril WTYR NNLESS OTHER- I - - - 1 rJao I-- ----- - = - I - I - I - I ----- - --I I - J L --J L_ -J L--J I---�-J L- I , „ I----- ------ -- -- ------- a I 16 XS FND. I 1 2X10 FL. JOISTS 6 16" I 2XI0FL. JOISTS 16" I I 11 Q /(I VENT, TYP. I O.G. W/ BRIDGING O.G. W/ BRIDGING I ct1 1 III I (14') J` 2X10 FL. JOISTS a 12 I I I ro L-- --------- ---- --- --- - - ---- ---- --J X� I I i I I C129 � I O.C. W/ BRIDGING GENERAL NOTESiC141 L JOIST SPANS WERE DETERMINED ON THE BASIS OF THE it I 13'-6" L J 10'-8" I 15'-10" ALLOWABLE STRESSES IN THE "1991" GRADING RULES OF THE U1 II I 1, cA SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) I _I X KILN DRIED. 0 X I - I I F N Q DBL. JST. 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, I I r 1 FOR STAIR L——J I I °U°1 m ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON L- I I uQ E DRAWINGS, a ~ TRT'D 2x8 i I - I _ _ - _ 1 N I i TRT'D 2X8 ~ IY F- 3. CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARING: I - e �0) O 16" X 8" FOOTING FOR 8" FOUNDATION WALL WITH (2) *4 z I' JOISTS 0 16" I C2)2X10 JOISTS HEADER I JOISTS 16" 'I N 0 REINF. RODS CONTINUOUS. Q I OCG. WITH I (PERIMETER OF BUILDING) tp L �_---J -----� I O.C. WITH I N �� „ d) II BRIDGING I - - - - -- --- -I 0 I 7--------- I BRIDGING I � 24 X 12 FOOTING FOR 12 FOUNDATION WALL WITH (2) *4 REINF. RODS CONTINUOUS. X P Ii (s') I j___-__- - -_ J I I —— II 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS a0i -- - _--------- --- - - --------- IcDa SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS, _ ►�to I - TR>=ATED 2X8 TYPICAL INSIDE i N q BOLTSHARDWARE, ETC.) SHALL BE GALVANIZED. 'Q'II7'' 11 / PERIMETER OF PORCH -- -------- , - - -- --- II0rt 5. FRAMING DESIGN BASED ON THE FOLLOWING LOADING GROUND SNOW iv K�; 1� , 0 `�,P� N N CONDITIONS: LOAD OF 20 P.S.F. _ ^L B;I �+ �- 5/411X6" •4 `b V _ E ROOF 4 FLOOR DEAD LOADS - 15 P.S.F. ``^ XII �4;/ DECKING--� X � �z LLJ O O ROOF LIVE LOAD - 30 P.SF. 130 M.P.H. ct)-l'J-• S I I - � r J FLOOR LIVE LOAD - 40 PS SEISMIC ZONE I `�� / 13'-2" 13'-8" n ��a 13'-2" \� MX CD O MAXIMUM WIND SPEED - •H CATEGORY B I' — f °u — _II OL. SER„- ,1 F r' --1 f I o m I- _1 I �EY� Yp m 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 7. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE ( -� ------------- ----= I- -I -------------- --- _---I I=---_----- ---_---_I I---_---_----_-- -_-- (- -I -_---- ----_----_------ I , d�a,80GE,p Z • c R �� 10 SPECIFICATIONS FOR THIS HOUSE. _ S� �- S -r L -� -L S Z_ ,� �, `' w 8. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY (2) TREATED 2X89 AND I ______________ ____________ 12"X12" SOLID BRICK 1X10 TRIM BOARD AT CLTYPICAL L J H CD ca NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION OUTSIDE PERIMETER i I Iii PIERS UNLESSca __-- -------- OTHERWISE OTHERWISE NOTED �= WOO WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING OF PORCH UNLESS NOTED � cc 011 STEPS TO GRADE INSPECTOR SOIL DESIGN BEARING PRESSURE IS ASSUMED OTHERWISE AS REQUIRED !� 096 ,1 e 0 N C 2000 P.SF. 9, CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS ' O AS PER CODE. G 10. -PL�4P�6-G9'�IF6a1"1- 9-�G4a 4-SNE-- ' '�-F�41"1!'�=i'J3E +;G- �9E'-' �1dH1GH-C91'4{� $-E T '66G wATIE� - 00 6'-2" 0V OMN Ir-0" 11'-0" 1r-0" n'-0" 11'-0" -T-2" CD 3 A1*�t3�'t�N►r9 ©G AT�e"�S P1A'F N 26'-4" COrIftY WITH tocAf= AND STATE DE ..- 13'-8" 40'-0" 14'-8" r CO 3 CHIMNEY CONSTRUCTION REQUIREMENTS r*BE NECE651' N 1. USE 15/32" STRUCTURAL GRADE a PLYWOOD SHEATHING. POURED PIPE / VENT STACK 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER CONCRETE SPLICES AT LEAST 3'-0" AND USE (4) STUDS PER CORNER FOUNDATION AND FIRST FLOOR FIRAMINC FLAN 1/'4" = 1'-m" 2X�o STUD WALL X 3. USE 106 NAILS e 4" O.G. AROUND ALL PLYWOOD EDGES 11. PLANS COMPLY WITH 2015 INTERNATIONAL BUILDING CODE (IBC) AND 2016 UNIFORM CODE I O AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. SUPPLEMENT. FLOOR JOIST EACH r- i m 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. 12. SOIL AROUND FOOTINGS SHALL BE TREATED FOR TERMITES DURING CONSTRUCTION AND BEST I SIDE OF PIPE W/ _� I V L� BUILDING PRACTICES FOR TERMITE RESISTANT CONSTRUCTION SHALL BE OBSERVED. 2X10 15LOCKINCx a I 0 o PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) Copyrighted ©Donald A. Gardner Architects, Inc. 16" O.G. 13. VERTICAL, TRANSVERSE, AND PERIMETER TIES SHALL BE PROVIDED. VERTICAL TIES SMALL BE and/or Donald A.Gardner, Inc. AUG - 2017 n- 1. PROVIDE I'-8" X 2'-4" X 1'-0" DEEP CONCRETE FOOTING PROVIDED IN BEARING WALLS AND SHALL BE CONTINUOUS OVER THE HEIGHT OF THE BUILDING. NO WITH (3) *4 REINF. RODS EACH WAY UNDER S" X 16" fi�SBNRt` FEWER THAN TWO VERTICALTIES SHALL BE PROVIDED FOR EACH WALL. i M ' PIERS. 4 These plans may be used to construct ONE house only and - - 1 E 0 2. PROVIDE 2'-4" SQUARE X 1'-0" DEEP CONCRETE FOOTING WITH 14. ROOF SHINGLES SHALL BE ASTM D7158 CLASS H AND BE FASTENED WITH 6 NAILS PER SHINGLE. € the license AC NNOT be transferred.By violating this copyright It Is a violation ) I OL 0 (3) *4 REINF. RODS EACH WAY UNDER 16" SQUARE MASONRY 15. FOOTINGS SHALL TERMINATE A MINIMUM OF 3 FEET BELOW GRADE. FOOTING DEPTHS SHALL BE of the federal copyright statute which provides �'��'� ®r damages for each infringement from$250 up to$150,000. A PIERS. INCREASED AS NEEDED TO SATISFY THIS REQUIREMENT. fi'' 10- 3. PROVIDE 2'-0" X 2'-0" X 1'-0" DEEP CONCRETE FOOTING 16. PROVIDE 19/32" STRUCTURAL SHEATHING ON FULL EXTERIOR OF BUILDING ENVELOPE. HOLD DOWNS F Permission conditioned construct the building depicted In the drawings Is expressly M WITH (3) *4 RJ11gftff Y UNDER 12" SQUARE MA-J'Of�1' conditioned on the full and timely payment of all tees otherwise T�F I CAL FIFE THRU FLOOR SHALL BE PROVIDED AT THE END OF EACH SHEAR WALL. due Donald A.Gardner Architects, Inc.and/or Donald A.Gardner, Inc. PIERS, 17. EXPOSED CONCRETE SHALL BE 3000 P.S.I. FOR SEVERE WEATHERING CONDITIONS. See additional terms on "License to 8ulld"document 3/4" = 1'-0 o � � 4. Fit-!=PIERS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL. 18. NAILING SCHEDULES SHALL COMPLY WITH AMERICAN WOOD COUNCIL GUIDANCE FOR 130 MPH WIND This copyright notice Is'copyright management Information"under the to 5. HEIGHT OF PIERS: Digital Millennium Copyright Act,and Donald A,Gardner Architects,Inc.and/or i A. PIERS LESS THAN 36" IN HEIGHT MAY BE 8"XI6" AREAS. Donald A.Gardner,Inc. requires Its Inclusion on all copies to discourage and Z OR AS NOTED ON FOUNDATION PLAN. 19. EACH ROOF RAFTER SAHLL BE CONNECTED TO THE RIDGE BEAM OR TO AN OPPOSING RAFTER WITH police copyright Infringement.Unauthorized reproduction or usage of these 0 o documents or removal of the notification Is subject to prosecution. P', L11- — N B. PIERS BETWEEN 36" AND 80" IN HEIGHT SHALL A RIDGE STRAP. z BE A MINIMUM OF 16"X16". 20. WHERE DRAWING NOTE CONFLICTS EXIST THE MOST STRINGENT REQUIREMENT SHALL APPLY. — - z C. PIERS GREATER THAN 80" IN HEIGHT SHALL BE For questions call 1-800-388-7580 CD ~ z � A MINIMUM OF 16 X16 DO NOT SCALE DRAWINGS. WITH l4) CONTINUOUS *5 BARS. COPYRIGHT / DONALD A. RDNER, ARCHITECT, INC. � w � NOT TO E�COPIED OR RE RODUCED WITHOUT WRITTEN P RMISSION Q m N U_ Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Visit www.DAGmarketplace.com for information on interior and exterior products for your home! PROVIDE RIDGE STRAPS AT a o z a ALL RAFTER BEAMS N W w a z z Copyrighted©Donald A. Gardner Architects, Inc. o a a o a w and/or Donald A. Gardner, Inc. � .0 W. rr o PROVIDE RIDGE STRAPS AT � c� w v c� w RIDGE VENT 2XIO RIDGE = o a 0 ALL RAFTER BEAMS These plans may be used t,6'construct gM house only and TYPICAL BEAM Q � Z 0 the license CANNOT be transferred.By violating this copyright It Is a violation vi 0 ~ = a N of the federal copyright statute which provides w z _J 3 r^ w damages for each Infringement from$250 up to$150,000. 12 a o N W a W ~ Permission to construct the building depicted In the drawings Is expressly 12 C2ID ) 2X4 0 m z � o a a conditioned on the full and timely payment of all fees otherwlse HORIZ. BRACING 0 � a — `` � 2X8 RAFTERS WITH 2X4 CROSS N < 0 0 3 z due Donald A.Gardner Architects,Inc.and/or Donald A.Gardner, Inc. 2 �� a Z z See additional license terms on 'License to Build'document 16 O.C. w ,,, z a z LOCATE RIDGE BRACING DOWN TO s g This copyright notice Is'copyright management Information'under the 2X6'6 CEILING AT END WALLS 0 " J W o W o BEAM TO ALLOW RIDGE VENT W M m 0 w z r: Digital Millennium Copyright Act,and Donald A,Gardner Architects,Inc.and/or 32" O.C. w m i o a FOR AIR FLOW Donald A.Gardner, Inc. requires Its Inclusion on all copies to discourage and C2ID,) PROVIDE OPENING IN ROOF o z = w W W police copyright Infringement.Unauthorized reproduction or usage of these — o � o TO RIDGE VENT GANG LAM LVL documents or removal of the notification Is subject to prosecutlon. i"R ,� SHEATHING TO ALLOW FOR o � a W 0 PROPER AIR FLOW IN ATTIC z CONT. CONT, a U. z z '•' w 2X8 RAFTERS RIDGE BEAM. . - R-3ID INSUL. in 16" O.G. For questions call 1-800-388-7580 X6 2X6 a �' 0 o z L) DORMER BEYOND, 12 �. z N a � Q SEE STRUCTURAL RIDGE VENT Cn Q Z W 0- DRAWING FOR CONT. 2X6 12 h�P�V 10RNEy,� Q = E ( Q BRIDGING 2X8 CLG. JST'S. w W z W w FRAMING WHERE SHOWN PROVIDE OPENING IN ROOF OUTRIGGERS * �� DCS,, ?� SHEATHING TO ALLOW FOR -a 16" O.C. FOR OVER- �° W U N a z a a r----fa=�,�a=,tea=��_- ==—1 P' - PROPER AIR FLOW IN ATTIC 2X4 S HANG -3ID INSUL. (14') R-3ID INSUL. 32" O.C. -13 INSU'Z � a >0 > } C22') C2ID BEYOND) SECOND FLOOR L 2X12 RAFTERS , BOTTOM OF i i 0 0 TOP OF PLATE % - - - - - - - - 16" O.G. 0 COLLAR 15EAM L n n n n n 1 RIGID ��"� " � 1" RIGID (lID') �� INSULATION �SSIONa� 2X6 COLLAR BEAMS NOTE, INSULATE CONT. 2X6 MIN. 2" AIR 2X6 COLLAR BEAMS 16" OC INSULATION AROUND ALL BRIDGING � � I I SPACE 16 D.C. 2X8 CLG. JST'S. BATHS TYPICAL WHERE SHOWN ),)E,\ (1ID')I 2X4 BRACES MDORMER -a 16" O.G. 32" O.C. 14 II�� WINDOW 54TH 3 VANIT"'r 5EDfi ROM #3 l l SCAB ON 2X4'5 � � # � CONCEALED 2 UJITi-IouT a EACH RAFTER HANDRAIL NOTE, VERIFY STAIR AND l BEYOND N 0 LANDING HEADROOM PRIOR FLASHING I I -13 INSUL. 0 12 p q DORMER TO CONSTRUCTION. � P RIGID - p (6'-8" MIN. STAIR HEAD- 5.4 R-13 INSUL. 2XIO FLOOR 4 M I ' 112 ) a INSULATION 50NU6 ROOM - � I n ROOM) I SECOND FLOOR (12 ) L OR JOISTS 2xio FLOOR JOISTS II 12 -- ' I" RIGID INSULATION SUB FLOOR 12 O.C. 16 O.C. it GANG LAM GANG LAM ,n *- u >x - - - 5.4 BONUS ROOM LVL BEAM LVL BEAM N r Iff _ PROVIDE BLOCKING ' BETWEEN JOISTS SUB FLOOR - II = Z 0 Q PORCH CEILING, LAP SOLID BRIDGING TOP OF - r "V" JOINT 1Xro'S ON 1/2" °' KNEE WALL STEEL BEAM WHERE SHOWN PLATE —� PLYWOOD SHEATHING. 2X4'8 16" M R-19 INSUL. —2XIO FLOOR JOISTS (PLYWOOD FOR WALL O.C. GANG LAM m10 16" O.C. BRACING. 1Xio'S TO BE LVL BEAM I PORCH CEILING, LAP 2X4 BRACES V JOINT 1X66 PERPENDICULAR TO 32" O.C. -NO LU CEILING JOISTS) SITTING MASTER BEDROOM i3EDROOM / STUD1- + REAR PORCH ONLY PORCH FIRST FLOOR 2X8 CLG. JST'S. >- SUB FLOOR r = 6 16" O.C. GARAGE m Cq KITCHEN 2XIO FLOOR JOISTS (OF HOUSE e 12" O.G. I HANDRAIL BEYOND) FIRST FLOOR 2XIO FLOOR JOISTS B FLOOR _ _ e 16" O.C. SU TOP OF _I \I CONC. FLOOR SLAB \ - R 19 INSUL. CRAWL SPACE (2) TREATED 2'X8'5 14A68NP.� I --- --- -- --- --- -_-- -- _ - - ---_ CRAWL SPACE POURED CONCRETE I IAND 1XIO TRIM? BOARD. GARAGE FLOOR I POURED CONCRETE TAT �C-�l:t�FOUNDATION - T -r-�-r VARIES - I I r-`--'-� WALL WITH BRICK I i TREATED FOUNDATION , r----L� r -`--L, SOLID WOOD I I WALL WITH BRICK L____J VENEER �-----� �---_—J L__ J BRIDGING \ / VENEER / &E CT I Oi l 1/4" = 1'-ID" — —————— FLOOR JOISTS, SECTION 1/4" = 1'-ID" RIDGE VENT (0 TREATED 2X8';S 16" O.C. TYPICAL WALL BEYOND 2XIO RIDGE II (4) 2x1ID's BEAM 2 I II 2X8 RAFTERS 12 GANG LAM LVL BEAM GANG LAM LVL RIDGE e 16" O.C. (28' I II BEAM (SHOWN DASHED 121 BEYOND) TO SUPPORT RIDGE 2X BLOCKING TOP SECOND FLOOR FOR CLARITY) 2X6'5 6 BEAM (3 STUDS AT BEAM SUB FLOOR I II AND BOTTOM l20 ) ENDS, TO FIRST FLOOR) (�-I 32" O.C. 1/2" GYPSUM BOARD LOCATE RIDGE RIDGE VENT CONT. PROVIDE OPENING IN ROOF 2X6 RAFTERS v ENCASEMENT BEAM TO ALLOW 2XTYPICAL m FOR AIR FLOW - - - --- 2X6 SHEATHING TO ALLOW FOR � 16" O.G. -' TO RIDGE VENT '- 2X416 -a PROPER AIR FLOW IN ATTIC ABO (2) 2XIO'S RIDGE e m -- �-�- -- --- 32" O.G. OUTRIC.3ERS 2X6 CLG_ JST'S_ BEAM OUTRIGGERS - - --------- R-13 INSUL. FOR OBER- a 16" O.G. CEILING BEYOND N 2X12 RAFTERS / / P RIGID SLOPED 12 FOR OVER- � 16" O.C. / / INSULATION HANG 12 HANG DET741L 121 . R-3ID INSUL. / / 12� 2XIO RIDGE � 101/2" / / CONT. BEAMS �O 3/4" = 1'-ID" OVERHANG / / CONT. 2X6 'X6 CONT. 2X6'5 is CONT. °' U (SIDE OVER- 2X4 HORIZ. BRACING; 2X6 2X6 HANC,5) WITH 2X4 CROSS BRIDGING 32" O.C. WINDOW BRACING DOWN TO UJHERE SHOWN 2X4 HORIZ. BRACING E C2) STUDS —ISL WITH 2X4 CROSS W CEILING AT END WALLS TO BEAM - 12 J o i s SECOND FLOOR l22') BRACING DOWN END WALLS 0 o (14', 24'/) / // - ABOVE - _ - - - - TOP OF PLATE J � / 1�„ i 2X8 RAFTERS (22') > N m WINDOW / / Ot�OsiTE 2X8 CLG. JST'S, ��� —WINDOW) 6 16 O.C. 6e PORCH CEILING, LAP // / -i ++AND 16" O.G. (10') - W 10 "V" JOINT 1X6'6 ON 1/2" ROOF TO WALL / // GANG LAM 1" RIGID q \\ 00 PLYWOOD SHEATHING. -- — CONCE,AED 2X4 BRACES W (PLYWOOD FOR WALL VENT // ( �1 LVL BEAM INSULATION q ��� FLASHII�IC I 6 32" O.G.i� L 32'4D.C_ � � � � BRACING. 1x6'5 TO BE 12 / I �,4LCON�1' p 1 (12') 12� -- - R-3ID INSUL. e a PERPENDICULAR TO 2X6 RAFTERS I CEILING JOISTS) 5"4 16" O.C. ( I .4 2 SCT I OI�l TOP OF PLATE , \ • 'v R _AR PORCH ONLY C129 I I I �0 1/4" = 1'-ID" SECOND FLOOR 2X6 CLG. JST'S. i - - - _ _ _ i _ _ _ _ _ SUB FLOOR CONT. 2X6 I I 00 W 3 16" O.C. STIR BRIDGING NOTE, .INSULATE I r OD 3 WHERE SHOWN AROUND ALL WALLS 20 (8') 2X8 CLG. JST'S. AT BATHS TYPICAL I (o FLOOR JOISTS \ --- / ® WINDOW a 16" O.C. N TREATED 2X8'S � HANDRAIL �� PORCH CEILING, LAP � _ I I X 16 O.C. +, V JOINT 1X6 S 1"IASTER 5r4TH CLOSET I I o FORCH GREAT ROOM �p IQ STORAGE FOYER FORG4 0 TREATED WOOD �? 2XIO FLOOR JOISTS 2XIC FLOOR JOISTS IM STEPS TO GRADER-le INSUL. 12" O.C. 16" O.C. l AS REQUIRED DOOR DOOR [(AT TUB AREA) FIRST FLOOR I O R-19 INSUL. 2X10 FLOOR JOISTS SUB FLOOR :,F- 1061064601 n 1(0" O.C. �" 0 __ __ FIRST FLOOR SUB O FLOOR CRAWL SPACE Li CRAWL SPACE I l (2) TREATED 2X8'8 r I I I I I I I I I I I I I AND IXIID TRIM BOARD. r1__L, TREATED 1--L \ / o , r1-1-I r1-1, r1- r 1----- `� r-'-- '--1 r TREATED WOOD r7 ' ' SOLID WOOD i I i i i i i i i i i I i . FOUNDATION L____J BRIDGING _J L--_J I____J I_-- J L.__-----� L___ _J L----J STEPS TO GRADE WALL WITH BRICK M DROPPED G:M�:FOUNDATION A5 REQUIRED VENEER 11'-lID 1/2" WALL U.TH BRICK * I Z N SILL 15 TR. � 9.5 YENEE:F D CJECT I OI�l 1/4" = 1'-ID" ,1 (P � z C SECTION 1/4" = 1'-m" C; o POURED CONCRETE Z Q DO NOT SCALE DRAWINGS. LU COPYRIGHT ©7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. N W _t DAGmarket lace.com for information on interior and exterior products for our home! NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION p N l.0 Visit www. p p y Visit www.DAGmarketplace.com for information on interior and exterior products for your home! ZO U Q W W J U Q WW U Z Z Z Q W Q OJ er L O a W W a_ g < a a C-) O D W W W Y W F, Z 0: W 0 FCL 1L1 L) Z 3 Z W HANDRAIL Copyrighted © Donald A.Gardner Architects,Inc. Z U yr W a o U �� and/or Donald A.Gardner, Inc bu \ o J In CL W Z 0 < j CAP crl W Z Z Z 0 These plans may be used to construct.�house only and DASHED LINES INDICATE 12 l2 / c N o O „ the license ANN T be transferred.By violating this copyright It Is a violation �// \ o o 0 0 1-1/4 PICKETS ROOF BEYOND. SEE SECTION / 0 W W Z s of the federal copyright statute which provides .// \ � m � 1" O.C.(TWO &' damages for each Infringement from$250 up to$150,000. D-6 FOR SIMILAR ROOF / \ \\ a °° U z o a PER TREAD fQ / \ " Z `^ N W -a STAIRS) 0 & Permission to construct the building depicted In the drawings Is expressly BRACING // \ \\ c o a p V conditioned on the full and timely payment of all fees otherwise \ due Donald A.Gardner Architects,Inc.and/or Donald A.Gardner,Inc. ,p /_ \ a M 0 3 Z � W LLl See additional!!cense terms on 'L/cense to Build•document 'G �s i Z Z = g N a 1X6 WOOD TRIM (k 1 - - --- ------ 6UB FLOOR This copyright notice Is'copyright management Information"under the / \ \ N O N W p Digital Millennium Copyright Act,and Donald A,Gardner Architects, Inc.and/or \ N W Z W a- a t Donald A. Gardner, Inc.requires Its Inclusion on all copies to discourage and NOTE, VERIFY STAIR AND / \\ .3 _ W a 2X6'5 SCABBED V police copyright Infringement. Unauthorized reproduction or usage of these LANDING HEADROOM PRIOR / \\ I I \ I Y documents or removal of the notification Is subject to prosecution. \ o L) W Z �' �'' a ONTO 2X1P> 5 TO CONSTRUCTION. y / \� I I \ a a_ a SECOND FLOOR " '-" . (6'-8" MIN. STAIR HEAD- \ -30 INSUL. I! \ Z W W a a W = \ ~ !SUB) For questions call 1-800-388-7580 ROOM) / \ \ d I \\ a F o > 0 3 it 12x8 CLG. JST'S.\� / \\ 16 O.C. SLOPED (2) 1XI015 BONUS ROOM / TOP OF PLATE SUB FLOOR12 - BLO''KING CUT 5/8" PLYWOOD SHEATHING GLUED AND �- BLOCKING CUT 12 FROM 2X6'5 FROM 2X6'6 ATTACHED WITH PLY CLIPS STEEL BEAM 380# SNINGLE6 - _ 2X12'S AND BLOCKING - -7- T1 T- AS REQUIRED. SEE STEEL SELF ADHERING UNDERLAYMENT CONFORMING TO ASTM D1970 II 2X8'5 II W 41 BEAM BOLT PATTERN ON FIRST FLOOR r I I I6" O.C. I I '� ji= °' 2x8 RAFTERS a 16 O.G. SUB FLOOR DRAWING 8 OF 9m (OF HOUSE I I I r METAL FLASHING BEYOND) II 5TORAGE FIRST FLOOR r. SECTION AT 5ALCONY (CONCEALED) _ _ _ � _ _�_ _ _ SUB FLOOR 1 1/2" - 1'-ra" ,� SIMPSON COMPANY II CONC. FLOOR SLAB 18 GA. HURRICANE II I II - -- SEE BUILDING CROSS ANCHORS e 16" O.C. CRAWL SPACE_ __ _ _ _ _ _ _________ SECTIONS FOR BRACING TO TIE WALL TO ROOF SELF ADHERING UNDERLAYMENT CONFORMING TO ASTM D1970 REFLECTED VIEW 2x& RAFTERS 6OF DOOR 2x4 BRACES 380# SHINGLES 16" O.C. LH 6 32" O.C. --\ SIMPSON COMPANY Ful \ 1.-11 1/4" 18 GA. HURRICANE STRAPS '1 .16" O.C. SIMPSON COMPANY 2x4'5 6 16" O.G.. 12 TO TIE WALL TO ROOF 12 'I COLUMN 'I 15 A. HURRICANE 1R6 O.C. ,L� ST,�( SECTION I/4 1 O KNEE WALL — 12 1 KNEE WALL, 2x4 S - _ -SIMPSON COMPANY 15.4 �� � " - " 5/8" PLYWOOD SHEATHING GLUED AND m 16" O.C. 3 1 -11 1/4 32" O.C. CUT TRIMMER FROM 2X INSULATITO TIE WALL TO ROOF R-3 2) ON STRAPS i m 18 GA. HURRICANE � ATTACHED WITH PLY CLIPS / 'a TO TIE WALL TO ROOF ( 2x8 ROOF RAFTERS 16" O.C. R-30 INSUL. 1 C14 - ,\ X 2x6 CLG JOISTS - 10 16 D.C. 2x4 BLOCKING - 0 TOP OF PLATE '- r- FIRST FLOOR 4 N � C1�- CUT TRIMMER FROM 2x AS REQUIRED 1 �,, 1x4 WOOD TRIM AROUND - - -NU TOP OF FASCIA - PORCH —- - - - - - - - - - TOP OF FASCIA TOP OF PLATE 1x8 WOOD FASCIA WITH 1X4 TRIM TOP OF PLATE 1 _ TOP OF PLATE PORCH Ilk" 3/8" PLYWOOD SOFFIT WITH 2" - 2x6 CEILING 1X8 WOOD FASCIA CONTINUOUS PERFORATEDWITH 1X4 TRIM ALUMINUM VENT PORCH CEILING, LAP JOISTS 6 16" I "V" JOINT 1x6'6 O.C. 3/8�� PLYWOOD SOFFIT WITH 2" 1x4 WOOD TRIM REAR PORCH ONLY- 1x4 TRIM BOARD CONTINUOUS PERFORATED BOARD PORCH CEILING, LAP ALUMINUM VENT "V" JOINT lx6'S ON 1/2" 1x4 TRIM CAP (2) 2XIO'S BEAM WITH 2XLYWOOD SHEATHING. (PPL OD FOR WALL e co 2x6 WOOD STUDS � WOOD BLOCKING 16" O.C. BRACING. 1x(o'5 TO BE PERPENDICULAR TO 3/4" WOOD TRIMU 04 CEILING JOISTS) AROUND BEAM �F NE�Y� a 2x6 BLOCKING AT MID HEIGHT y�,�•� it.8o� 'p�• • OF WALL N tk N - 2x6 BLOCKING AT MID WEIGHT �' �' `' U P T 4 G RIGID INSULATION �1711 OF WALL W INSTALL ACCORDING TO P RIGID INSULATION INSTALLED 6X6 WOOD COLUMN WITH 5717 �? E 6' MFGR'5. INSTRUCTIONS, ACCORDING TO MFG'RS. INSTRUCT- 3/4" CHAMFERS PFESS� W O C BRACE AT CORNERS IONS, BRACE AT CORNERS - ,J co v 4 1/2 WIDE HANDRAIL, CUT J R-13 BATT INSULATION FROM 2X6, W/ 3/4" CHAMFERS _ to 1x8 HORIZ. WOOD 3/4"X1 1/2" WOOD APRON > m SIDING WITH 6" 1/2" GYPSUM BOARD MOULDING SEE WALL SECTION 1-1 ON Z • c THIS DRAWING FOR ADDITIONAL W EXPOSURE 1 1/4" SQUARE PICKETS 6 7" O.G. L 1/2" GYP. BOARD 2x6 WOOD STUDS '� 16" O.C. - NOTES W II 0 � 3/4 X1 1/4 FRAME TOP CD —1x8 HORIZ. WOOD SIDING W/6 (30 AND BOTTOM N 1x4 WOOD BASE WITH 3/4" W (9 e (9 c QUARTER ROUND SHOE MOLD EXPOSURE 2X4 BOTTOM RAIL WITH 3/4" . o 1x4 WOOD BASE WITH 3/4" •q-4 CHAMFERS IXIO BELT BOARD • "v R-13 BATT INSULATION QUARTER ROUND SHOE MOLDIk0 WITH DRIP CAP �t FIRST F=LOOR FIRST FLOOR 0FIRST FLOOR (SUB) � 1X6 BASE TRIM 5UB FLOOR R-19 BATT INSULATION SUB FLOOR METAL FLASHING 0 00 CD 3 OF HOU 6E BEYOND T CD 3 78 lxm BELT BOARD (2) TREATED 2X8'S WITH 4" CONC. SLAB W/ 6X6XW1.4 5/8"3"x3"x1/4" PLATE WASHER @ 32" co 3 WITH DRIP GAP R-19 INSUL---- O.C. \ TREATED 2X2 LEDGER XWIA WWP 4< N AND 1X12) TRIM BOARD _ _ _ _ _ _ _ 7 X SOLID TREATED TREATED 2Xl(d PLATE TOP OF EXTERIOR GLUE PLYWOOD UNDERLAYMENT 5/8" I BRIDGING ----_- -- OVER 1/2" PLYWOOD SUB FLOOR EXTERIOR GLUE PLYWOOD UNDERLAYMENT "F— TREATED LATTICE ON BRICK AND BLOCK MASONRY Q) OVER 1/2" PLYWOOD SUB FLOOR TRT'D. 2X4 FRAME W/ FOUNDATION WALL m TREATED 5/4"x6" DECKING �. 5/8" ANCHOR BOLTS SHALL BE EMBEDDED A MIN. 2X4'5 � 32" D.C. VERT. . 15" INTO FOUNDATION WALL. PROVIDE 3"x3"x1/4" 5/8" ANCHOR BOLTS SHALL BE EMBEDDED A MIN. ON TREATED 2X8'5 AND BRACING 48" O.C. #4 REBAR AT 10" OC HORIZONTAL, (2) AT TOP, 16 O.C. 6 MIL POLY. MOISTURE BARRIER ONE ON EACH SIDE OF ANCHOR BOLT :. PLATE WASHER ON PRESSURE TREATED 2x10 15" INTO CMU BLOCK WALL. PROVIDE 3"x3"x1/4" �. SILL PLATE @ EACH ANCHOR BOLT. PLATE WASHER ON PRESSURE TREATED 2x10 3/8" EXPANSION JOINT FILLER POURED FOUNDATION WALL (2,500 PSI a I SILL PLATE @ EACH ANCHOR BOLT. I MIN.) —� IZONT 2) AT TOP , % #4 REBAR AT 10" OC HORIZONTAL, (2)AT TOP, —I—— ——i— 4 as FOR FOOTING SIZE AND RE INF„ " ONE ON'=-CCH-SIDE-OF"ANCHOR BOLT ONE ON EACH SIDE OF ANCHOR BOLT a a —I SEE GENERAL NOTES a dF NDATION WALL 2 500 PSI MIN. . PROVIDE #4 a PROVIDE #4 REBAR AT 18" O.C. AS VERTICAL o POURED OU a REBAR AT 18" O.C. AS VERTICAL REINFORCEMENT TIED q REINFORCEMENT TIED INTO FOOTING. i i--------J M INTO FOOTING.En FOR FOOTING SIZE AND REINF., FOR FOOTING SIZE AND 'REINF., 3 BALL SECTION 3/4" = 1'-0" SEE GENERAL NOTES (P N SEE GENERAL NOTES Li = Z Z = -m2WALSECTION 3/4" 1'-m" WALL }, rSECTION 3/4 — Q U a DO NOT SCALE DRAWINGS. 0 w U COPYRIGHT @ 7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. 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PIER L-I-- J WIAXWIA WWF OVER 6 MIL I I t I FILL ALL MOISTURE BARRIER OVER l CELLS TYP. COMPACTED FILL. SLOPE I I r I I ( _ - - SLAB FOR DRAINAGE F - -1 I I Fl� I I _t �--I--J r -I r , L- -r-- J L_ _J 2X10 FL. JOISTS a 12" lY N I ap t O.G. W/ BRIDGING TURN DOWN SLAB TO r-JI I I I -� ul �t I FROST DEPTH AND SLOPE I I I I I I I L_I_J l ll0') r I TOP FOR DRAINAGE 22'-2" - 9'-8" 1 4'-8" 5'-4" L _f 12'-2" p � 10'-2" 2,_011 10'-0" 5'-4" 10'-2" `� "� 16" THICK MAS. 0 ( t O Q U I I r - 5'-0"X3'-0"Xl'-0" THK JJ PIER, FILL X p I FOOTING WITH (6)*4'S 3'-0"X3'-0"XI'-0" I I I I I IY cp ALL CELLS. tY �' IISHORT WAY AND (4) "4'S THK.FTG. W/4 L _J-0 TYPICAL LlN 2X10 FL. JOISTS 12"LONG WAY (CENTER *4'S EACH WAY 8° I'-0" fl-tu r_I 1 I- O.C. W/ BRIDGING L J ap I FOOTING UNDER WALL) L _ cf)LU t J I I i I N I 9 (16') I ,2X10 FL. JOISTS 6 16" I 8" �n I I e O ( O Q V I I I �, - -J Lu O.C. W1 BRIDGING IV I Ra (L 0 = oQ,�- r---I I = �, - _ _ I I--- %4 2x10 FL. JOISTS 6 16 L I- -�`�' O.G. W/ BRIDGING 2X10 FL. JOISTS 0 16" N w SEE WALL SECTION I I I 'T I �2x 0�JOISTS( C14') I O.G. W/ BRIDGING Z I I cp 0 - 2x10 FLOORL__J 's 16 OG. (14) FOR TYPICAL ANCHOR I JOISTS I ,2XI0 FL. JOISTS 16" L_I_ J (8,) L_ _J = L_I_ J L__J L_I_J L_I_J y I BOLTS. PROVIDE C3) I 's l6" O.C.I I `" O.G. W/ BRIDGING (14') I 8 v-0111 BOLTS AT THIS SECTION ICS') _ in C2)2X10'5 1 - 117- OF OF WALL , „ „I I - - - - - r - -, r- --1 TYPICALUNLESSr-- - -- Z r -1 r- - 1 v rt7 17- I I m 3 0X3-0 Xl -0 I I NOTED OTHI=RWISE THK.FTG. w/4 I I 3 -o WIDE I I _ _I I _ _ _ _ _ _ _ _ I _ I_ _ I I I 2x10 Joists ACCESS OPENING•4's EACH WAY-41, I I I I I I J I I I I I I �' 6°)0-C• • I I L- _J 3'-0"X3'-0"XI'-0" I 16"X16" MAS. I 8 C8') i-- - -- I I el r- THK FTG. W/4 I rI L1 2 4 - 2X1 FL. JOISTS m 16" *4'S EACH WAY I I 2" I l ALL CELLS. r - ---- "� r-I- 1 I O.C. WC10RIDGING I l �- - I- - ------ ---- ---F- TYP. UNLESS -I- -- -I-- - -- - -I I = I SSHOWN OTHER- - t _Ell� _ _ 1 I r � � r -1 1- ---- N I I I I I J I I w I I I - - - - - 17-1 - :r I I I I I � - - I -- ---- --I I L--J L_I_ J L_ _J L__J I I--------- i --- -- -J I-- 0 16 X8 FND. I - ------- ----- --- - - ----- I -� i ,� �� I I, 2XI0FL. JOISTS u� 16" I i I VENT, TYP. 2X10 FL. JOISTS a 16" l I II D f (; I O.G. W/ BRIDGING I , l_--- I I C14) O.G. W/ BRIDGING 2X10 FL. JOISTS 6 12" f ------------- ----- ------ ---- -- J i i I i i (12 ) t O.C. W1 BRIDGING (169 GENERAL NOTES 1. JOIST SPANS WERE DETERMINED ON THE BASIS OF THE +- it I I 13'_6" L J ALLOWABLE STRESSES IN THE "1991" GRADING RULES OF THE - - SOUTHERN PINE INSPECTION BUREAU" GRADE NUMBER TWO (2) - it - i _ _ _f I I I JST. -ti X KILN DRIED. N X I i I DOR STAIR -1_ J I I o°� m 2. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL PARTITIONS, `�- I r-_ , ABOVE AND AROUND ALL OPENINGS NOT INDICATED ON DRAWINGS. J I I I I _ I _ _ _ I co j I I- fYco 3. CARRY ALL FOOTINGS TO FIRM UNDISTURBED BEARING: iI ,TRT'D 2X8 I �- I TRT'D 2XB i �'- p IECIE �� ° 16" X 8" FOOTING FOR 8" FOUNDATION WALL WITH (2) *4 Z I J015T5 6 16" I (2)2X10 JOISTS HEADER I - I JOISTS 10 16" 11 N 0 n e� REINF. RODS CONTINUOUS. Q ' O.G. WITH I (PERIMETER OF BUILDING) L-I--- - J - J I O.C. WITH X V 24" X 12" FOOTING FOR 12" FOUNDATION WALL WITH (2) d) Q;l BRIDGING I --- --------- - -- -1 0 I F---------- I BRIDGING li L1 1 N *4 REINF, RODS CONTINUOUS. N (�i1 (8) I L - -- --- --- - - -1 I (8) ti JUN 2017 4. ALL WOOD USED IN CONSTRUCTION OF DECKS AND STEPS Ez p I -- - _---- - --- --- -- ---_ ______ ___ SHALL BE TREATED. FASTNERS FOR TREATED WOOD (NAILS, = u1 Ill 1 - TREATED 2X8 TYPICAL INSIDE X 113UTi. xla' �+g ppb f'• N'Q G rr l i d' V BOLTS, HARDWARE, FTG.) SHALL BE GALVANIZED. � Q�II PERIMETER OF PORCH --- - -- -- - --- ---- - _ \�3 t' p$ TOWN OF SOUTROLD 5. FRAMING DESIGN BASED ON THE FOLLOWING LOADING GROUND SNOW N �i �g �/ 0 _ `�� Ill N CONDITIONS: LOAD OF 20 P.S.F. _ ^ ell �+ i--5/4"x6" = 0 r� l i _ E ROOF 4 FLOOR DEAD LOADS _ 15 P.5F. 130 M.P.H. "` XII 4 / '� x \�3 ti '- p p -I i DECKING .4 W ROOF LIVE LOAD 30 P.SF. i ,,�¢ N F t ^ s i m e ZJ FLOOR LIVE LOAD - 40 P5 SEISMIC ZONE �'� / 13'-2° 13'-s° Q�' 13'-2" X r- O0 0 MAXIMUM WIND SPEED - . .H. I I 0 u fr II J to - �, SETSSMIC�Q IREM� CATEGORY B _ _ _ o m _ _ ' _ L 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. r 4 � YQ � > ~ m 'I. CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE I _� _ I_ _I _ _ _ _ I I _ _ _ _ I I _ _ _ _ I -I _ _ _ I ,`'4,� VA06�,p z * C SPECIFICATIONS FOR THIS HOUSE. - (2) TREATED 2X8'5 AND - L ------------ --------- L ----------------- ----- ----- ---------------�- �� '� 8. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY t L---------------------------! ll 12 X12 SOLID BRICK y Ctl W ` NECESSITATE A MORE STRINGENT FOOTING AND FOUNDATION IXIO TRIM BOARD AT �TYPIGAL lI Ii h CO III i q PIERS UNLESS �, W ca WALL DESIGN. CONSULT WITH LOCAL CONTRACTOR OR BUILDING OUTSIDE PERIMETER ________ ____________ +-___ +� OTHERWISE NOTED Sd? ap OF PORCH UNLESS NOTED L St1=PS To GRADE '4`i � P.S INSPECTOR SOIL DESIGN BEARING PRESSURE IS ASSUMED OTHERWISE AS REQUIRED l,�, 096111 a (�} N C 9. CONTRACTOR SHALL INSTALL GROUND FAULT INTERRUPT OUTLETS ''rS� . 0 AS PER CODE. C 10 10. -P^L �k-6-691*1F9R " '*dE-�4'�B-$ 3-F,4111= =H11=L-�PdC -� RL 1/E�, , II 1_ 11 , ll ,_ �� 6 -2 111-01111 0 III-Oil � 11 -0 III-Oil -i 2 � � m 3 4NB-"LINIF9R#'�-Bt 1131"�C ' � T��CDfFIC-A�401.45 1 A . 26'-4° sE�E�E; fj E�i"fP TJ. 13'-8" 40'-0" 00 3 CHIMNEY CONSTRUCTION REQUIREMENTS 3 N 1. USE 15/32" STRUCTURAL GRADE II PLYWOOD SHEATHING. PIPE / VENT STACK 2. SPLICE ONLY ONE SPLICES AT LEAST 3-011 ANDTUD UEA(4 ANY PER CORNER FOUNDATION I OI I`fJ-/ I RJT FLOOR FRAMING FLAN�l 1/4" = 1'-m" X 3. USE loci NAILS s 4" O.C. AROUND ALL PLYWOOD EDGES 11. PLANS COMPLY WITH 2015 INTERNATIONAL BUILDING CODE (IBC)AND 2016 UNIFORM CODE 2x6 STUD WALL O AND 12" D.G. AT ALL INTERMEDIATE SUPPORTS. SUPPLEMENT. I FLOOR JOIST EACH m 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. 12. SOIL AROUND FOOTINGS SHALL BE TREATED FOR TERMITES DURING CONSTRUCTION AND BEST I SIDE OF PIPE lw/ BUILDING PRACTICES FOR TERMITE RESISTANT CONSTRUCTION SHALL BE OBSERVED. 2X10 BLOCKING e p o PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) Copyrighted 0 Donald A. Gardner Architects, Inc. 1K!" O.C. 13. VERTICAL, TRANSVERSE, AND PERIMETER TIES SHALL BE PROVIDED. VERTICAL TIES SHALL BE and/or Donald A. Gardner, lnc. p; 1. PROVIDE 1'-8" X 2'-4" X 1'-0" DEEP CONCRETE FOOTING PROVIDED IN BEARING WALLS AND SHALL BE CONTINUOUS OVER THE HEIGHT OF THE BUILDING. NO WITH (3) *4 REINF. RODS EACH WAY UNDER 8" X 16" MASONRY FEWER THAN TWO VERTICALTIES SHALL BE PROVIDED FOR EACH WALL. prt YM1 pV`}4Auy ^ im` ' PIERS. �- These plans may be used td construct ONE house only and 2. PROVIDE 2'-4" SQUARE X 1'-0" DEEP CONCRETE FOOTING WITH 14. ROOF SHINGLES SHALL BE ASTM D7158 CLASS H AND BE FASTENED WITH 6 NAILS PER SHINGLE. the license AG NNOT be transferred. By violating this copyright it Is a violation , - - (3) *4 REINF, RODS EACH WAY UNDER 16" SQUARE MASONRY 15. FOOTINGS SHALL TERMINATE A MINIMUM OF 3 FEET BELOW GRADE. FOOTING DEPTHS SHALL BE 1 of the federal copyright statute which provides g I damages for each Infringement from$250 up to$150,000. w PIERS. INCREASED AS NEEDED TO SATISFY THIS REQUIREMENT. I I B. PROVIDE 2'-0" X 2'-0" X 1'-0" DEEP CONCRETE FOOTING 16. PROVIDE 19/32" STRUCTURAL SHEATHING ON FULL EXTERIOR OF BUILDING ENVELOPE. HOLD DOWNS Permission to construct the building depicted In the drawings Is expressly M WITH (3) *4 REINF. RODS EACH WAY UNDER 12" SQUARE MASONRY conditioned on the full and timely payment of all fees otherwise TYPICAL FIFE THRU FLOOR SHALL BE PROVIDED AT THE END OF EACH SHEAR WALL. due Donald A. Gardner Architects, Inc.and/or Donald A.Gardner,Inc. PIERS. 17. EXPOSED CONCRETE SHALL BE 3000 P.S.I. FOR SEVERE WEATHERING CONDITIONS. See additional license terms on "License to Build"document 3/4" = 1'-0 4. FILL PIERS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL. I 18. NAILING SCHEDULES SHALL COMPLY WITH AMERICAN WOOD COUNCIL GUIDANCE FOR 130 MPH WIND i This copyright notice Is"copyright management Information"under the a 5. HEIGHT OF PIERS: Digital Millennium Copyright Act,and Donald A,Gardner Architects,Inc.and/or x M AREAS. p � A. PIERS LESS THAN 36 IN HEIGHT MAY BE 8X16 � Donald A.Gardner, Inc. requires Its Inclusion on all copies to discourage and � z OR AS NOTED ON FOUNDATION PLAN. 19. EACH ROOF RAFTER SAHLL BE CONNECTED TO THE RIDGE BEAM OR TO AN OPPOSING RAFTER WITH n police copyright Infringement.Unauthorized reproduction or usage of these 0 documents or removal of the notification Is subject to prosecution. ; y - �, B. PIERS BETWEEN 36" AND 80" IN HEIGHT SHALL A RIDGE STRAP. LL- En BE A MINIMUM OF 16"x16". 20. WHERE DRAWING NOTE CONFLICTS EXIST THE MOST STRINGENT REQUIREMENT SHALL APPLY. s� Ma. -� z o d C. PIERS GREATER THAN 80" IN HEIGHT SHALL BE �y Q For questions call 1-800-388-7580 Z A MINIMUM OF 16"X16" WITH (4) CONTINUOUS *5 BARS. DO NOT SCALE DRAWINGS. 0 COPYRIGHT NOT TO E COPIED RIGHTS DONALD RDNER, ARCHITECT, INC. ED R REPRODUCED WITHOUT WRITTTENP PERMISSION W = Q Visit www.DAGmarketplace.com for information on interior and exterior products for your home! om N U Visit www.DAGmarketplace.com for information on interior and exterior products for your home! 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C .�,TS /_ D 1 I /� / I- - - - - - -� g� Q LAIMD �O I I roll I I c11 I - - - := t sib �(7®1 sINK o m IN. I k w I .� It's a violation of the Federal C opyright A:ot to copy these plays.The federal 3 t I ,n w L. statute i copyright s e rov des f # r �:'ra 'fit ma es for each Infringement 0 _ I - of co `�F x $ 6,$150,000.pY � O � p - 1-' .F FeTsrlssla BIBS i4 n \ z I I G u I u n u u conditioned on the 2tiall'earxc#.tlr')01 ra'�ent.of di drawings Is expressly Hos£ Permission to construct the buildlo e €oted In, h _ _ z I I J _ _ _ _ _ _ Y p 5 ? fees otherwise due I Do. 6 0 4 4 2 0 3 8 �;, cv 2 2 13 4 \ 4 4 3 8 � ,. .. x. «v u P 1' a .:.:�:. .. :. ,.>,. . .. ... .. . c. ...,�,... , :. . , v<..:,,..� :,=.�'<:r'. :::.,., ... T � 2' 8 - Donald lJ Gardner Atti:.�^,I��rf3;l:sa; aht� Jr,Oa;a�ald t.,Caxdn€�r, Inc.lnC Tl1QS® - - O 0 z z I ` �j Q �d tp col strazct G yr_K6ut'i *drily and,the Ilcense.QABk0T be ON DIMMER (�I I w ` transtefred See addit:anal 1lcensing tor`t's on the packaging. © © \ cp I I w J Uj I "= Tf ca #, ht notics•ls"c®r ri h#maria �rnftt Information"under the \ Q 0-06 m I STAIR -;. / TAY`g r✓t° g C / ` Dtglt�s! tdllir1t;1t11;r2 i;ola rtaht Act •find Donald A 06rdn6r Architec+s `Inc. and/or cel \ ( I -00 I / , , Donald A.•Gcirdner,Inc requires Its Incluslon oh'a'11 cs?} i6s ter discout"c6ge and police copyriohi Infri�+gernent. Unauthorized reparodaaation':br Usage of thesq�,, z dod menu or-removal of the notification Is subje i to prosecutlon. - 5ED'ROO"� / STUD,1' . , DINING; IROOM 1> m / 1� �UP m I o 1 ptE OF NE' CV I GO S3 5� y � �\ / * G.' • G- e E E E / , e S J ❑ ❑ - ❑ ❑ 096 _ _ / v`1 717 E 3'-1 1/2" vj 6' 1" 3'-5 1/2" / 6'-10" 6'-10" 3'-5 1/2" 6'-1" 3'-1 1/2" �/ �- ' SSIONa�- UJ o O 00 0 HANDRAIL Q�� J q / Q _" ` Q 1 ll "\ _ ~ \ / INDICATES Z C HOSE 6X6 WOOD ' 'p \ \ i INTERMEDIATE BIBB / COL., TYPICAL W i 6X6 HANDRAIL , CD 17 wma — POST W \ - ` TREATED WOOD ��'°� ':: \ STEPS TO GRADE i� FLAN 1� I t� ' �t- �` � � � \\ AS REQUIRED G - - - -_ ,� I �,�41V IVO I5: e N c ___ _ _ _ _ __ _ _ _ _ - - --- - --- -- - -` - - - - � 1. VERIFY ALL LOCAL CODES, ENERSY TYPES, AND • O SITE CONDITIONS PRIOR TO CONSTRUCTION. THE • '0 11'-0" Il'-0" Il'-0" 11'-0" 11'-0" OWNER AND BUILDER SHALL BE SOLELY �}• ( RESPONSIBLE FOR CODE COMPLIANCE. � � � 3 40'-0" 14'-8" 2. REVIEW SELECTED MECHANICAL SYSTEMS WITH r 00 3 OWNER PRIOR TO CONSTRUCTION, 3 REVIEW SUB-CONTRACTORS LOCATIONS OF THE WATER OO I� CCI I I I I O HEATER AND HVAC UNITS) WITH THE OWNER PRIOR TO N I\ `J 'r"1 l�,l.,� S�M5OL WINDOW I I I* (D O W &/�I I E D U L E S,I-M50L ❑ CONSTRUCTION. ENSURE COMPLIANCE WITH LOCAL ,� MARIG SIZE DESCRIi�TION QU�N. l.� " BUILDING REQUIREMENTS AND MANUFACTURER ��lR&T FLOOR FLAN 114 , 0 MARK SIZE al,JAN. DE5CRIFTION X 1 3'-0" X 6'-8" X 1 3/4" EXT. H'WD., (2) 12" 51DE'LT'S_,. 14" TRANS. 1 — A 2'-8" x 5'-2" 4 D.H. H.V.A.G. EQUIPMENT IN THE ATTIC SPACE SHALL BE FIRST FLOOR 2320sci. ft. 2 2'-8" X 6'-8" X 1 3/4" EXTERIOR HARDWOOD 1 ACCESSIBLE BY AN OPENING LARGER THAN THE Im SECOND FLOOR -125 sci, ft. 3 V-0" X 1'-0" GARAGE DOOR 2 B 2'-8" DIAMETER 2 FIXED CIRCLE HEAD * LARGEST PIECE OF EQUIPMENT CTO ALLOW TOTAL LIVING 308 SGi. ft. 4 2'-8" X 6'-8" X 1 3/8" INTERIOR HARDWOOD 1 G 2'-8" x 5'-6" 4 D.H. REMOVAL OF THE EQUIPMENT) AND IN NO CASE 0 o D (2) 2'-8" x 5'-6" 2 D.H. LESS THAN 22"x36 GARAGE 4 STORAGE `ll sci. ft. 5 PR. 2'-0" X 6'-8" X 1 3/8" INTERIOR HARDWOOD I E 2'-8" x 6'-2" 10 D.H. WITH 10" TRAN50M* 3. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL CL BONUS ROOM r5,45 sq. ft. 6 2'-6" X 6'-8" X 1 3/8" INTERIOR HARDWOOD 3 F 2'-8" x 4'-2" 2 D.H. INFORMATION. 1 2'-0" X 6'-8" X 1 3/8" INTERIOR HARDWOOD 3 G 4--411 x 6 2 2 FIXED WITH 10 TRANSOM * 4. INSULATE AROUND ALL BATHS AND UTILITY ROOM. O _ n _ n n M 8 6'-0" X 6'-8" X 1 3/4" EXT, HIM., SLIDING GL. FRENCH, 10" TRANS. 2 H 6'-0" x 6'-8" I PALLADIAN SPECIAL DESIGN 9 2'-8" X 6'-8" X 1 3/4" EXT. H'WD.,FRENCH, 10" TRANS. 2 5. TYPICAL INTERIOR WALL, 2x4'8 � 16" O.C., UNLESS J 6'-4" DIAMETER I FIXED CIRCLE HEAD * OTHERWISE DIMENSIONED. 0 10 5'-0" X 6'-8" X 1 3/8" INTERIOR BI-FOLD 2 a lG 1'-11" x 3'-5" 4 CASEMENT 6. TYPICAL EXTERIOR WALL, 2x6'S -a 16" O.C., UNLESS F- 11 2'-4" X 6'-8" X 1 3/8" INTERIOR HARDWOOD 4 F 12 PR. 2'-6 X 6 -8 X 1 3/8 INTERIOR HARDWOOD I L 5'-4" x 5'-6" I FIXED OTHERWISE DIMENSIONED. 13 2'-8" X 6'-8" X 1 3/4" EXT. HARDWOOD, 1 HR FIRE RATED I 1. PROVIDE SMO�.E DETECTORS AS REQUIRED BY CDD(". � � 14 PR. 1'-10" X 6'-8" X 13/4" INTERIOR HARDWOOD I ALL WI DOW REINSULATED D WE T R R PPED. M 15 3'-0" X 6'-8" X 1 3/4" EXT. H'WD, 12" SIDELIGHT' 10" TRANS. I VERIFY LOCAL CODE EGRESS WINDOW REQUIREMENTS PRION TO CONSTRUCTION. 8- PROVIDE DOORBELLS, TRANSFORMER, AND CH!Mly_ 0 16 3'-6" X 6'-8" X 13/8" INTERIOR BI-FOLD 2 VERIFY WINDOW MODEL NUMBERS AND SIZES WITH MANUFACTURER BEFORE =520=732 L M 11 2'-6" X 6'-8" X 13/8" INTERIOR BI-FOLD 2 STARTING CONSTRUCTION. i * SEE BUILDING ELEVATIONS, p p 18 2'-4" X 6'-8" X 1 3/8" INTERIOR BI-FOLD 1 t LL = 19 3'-0" X 6'-8" X 1 3/8" INTERIOR BI-FOLD I DO NOT SCALE DRAWINGS. N_ w COPYRIGHT ©7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. w = NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION Q N LL CL Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Visit www.DAG marketplace.com for information on interior and exterior products for your home! Z 0 Q Lj W j 0 6 Z L'i Ld 0 X < LLI z z 0 _3 (L 0 - :2 0 EL < n 0 5 F — —— —— — — — — — — — — — — — — — — ———— ———— — — D D a 0 Lo La C LJ ,j i:- 41-611 La V) Z a. DV) L) jkf — — — —— — — — — —— — — — — —— —— — — —— — — —— — — — — — — — — —— —— — — — — — —— — —— — — —— — — —— — — —— —— —— — —— — —— — — —— — — —— — — - L111 V) < z 3i: 0 =: a z L" z Copyrighted Q Donald A. Gardner Architects, Inc. V; 0 ro'-8 1/2 4-41 -111 10 1/2 11 1 = z z e- and/or Donald A. Gardner, Inc. ra d C3 W M Z W M E 0 Li 0 0 X 0 d)i j ABOVE REG 31-2801 0 (n V) Ld 0 0 0 ,3, 0 It's a violation of the Federal Cpoyo t ft these plans.The federal 0 copyright statute provides-,I t r s for each Infringement L, 3:: z La of Copy�.9, ITTO 1 0,000. 0 M 0- in < L— — — —— ——— — — 0 Permission to construct the�,b'fldlno, I the drawings Is expressly 0 A FACE OF WALL 0 conditioned on thb full f1dihii- f all fees otherwise due 5E Donald A. Gardner.kchitibctZ lno'�",�iihd/orL Donald A,'G�6rdner, Inc.These plans W < FA-1 3'-0 HT. Ld otjseohly dn'd th'6 license CANNCLT be can be used to h C1 Uj W -j ooyfl6ht manager,nent atior'i under the LOW WALL transferred i'tee'lodditional licensing terms on the ging. SLOPED Inform SLOPED This cop*right'nb HANDRAIL Digital M.1116nnlum 0 yn an Donalda: �.6 CEILING CEILING r 0 > Donald'A.,GarcI"rJrjc, re uIres Its Inclusion ondil coIiJifeifo:dlsc6uroge and 0 poke'c60yright inftl6g,"ement. Unauthorized reproduction or usage of,thesT,,,) ti < 3 > ments6 Ire oval of the notification L.)N. IF- 6 documents on Is subject toptose6u on. 4 R '131 > 5ATH '*3 FAN WITH LIGHT 0 0 j 0 I — �/ I DOWN ffJ +i a, O Do Lu DOWN NEW y, sz- z HANDRAIL E30NU& ROOM OPEN TO BELOW S'-S" 10'-4" all [21-011 -oil 101-411 I _ i � 0 HANDR,41L 7 —j '1'-411 HEIGHT ;w,x.3r." ATTIC ()96717 CASED [P 5.0. ACCESS PANEL (SEE THIS r>urx.) OPENING \P % ":2, X — ————— 5ALCONY FES 4 41-211 VAN I T 411 El 6-D. X az = tu z fq ATTIC: \p & (DO L j �Z, q CL ACCESS %J 0 El e-D. HANDRAILI—.,5i +1 4@1 'N \ I N jy JI) >b � J F �T! z J-D X- 11 -;,�- - - - - - - - - - - - - -- - - - - (Of=EN TO 6D.El (j- TYPICAL BELOW 5EDROOM *r2 L — — — —— —— —— —— —— —— — — —— —— — — — — — — —— — — INV- Ic— FF-1 10 0 1(0 ENCASED @) 1� j I5EAM----, AN CA-- — — —— — — r� ROD ROD 4 SHELF DOWN ROD 4 SHELF ROD d SI-IEEE 7, 777 A: CEILING-r- \--OPEN TO BEL Ow L L - - - FACE OF WALL BELOW ABOVE CL TYPICAL [A] (0 41-411 -l'-411 7'-(oll 41-411 METAL CHIMNEY U 0) le COVER F -A STUCCO CHIMNEY L - - - - - - -- -- - - - - - -- -- - - ----- ---- - -- --- ---- --- - - - --- - - -- --- -- - -- -- - -- -- - -- GABLE VENT 12 C6 12 121 CRICXET CONCEALED W E 121 IXa W1 IX4 TRIM 5ECONID FLOOR FLAN 1/4 V-0 RIDGE VENT FLASHING W 0 0 TYPICAL IXa BARGE z OD 0 RIDGE VENT BOARD DORMER U) OUTLINE OF BUILDING TYPICAL DORMER BEYOND N BEYOND > BEYOND 12 z • GABLE VENT 12 W co W Cts 240* SHINGLES IXa W1 IX4 TRIM a: 00 TYPICAL 12 TOP OF PLATE TOP OF PLATE C4 C BOTTOM 0= 12 SECOND FLOOR SECOND FLOOR • 0 COLLAR BEAM - 7 — - — - — - Ixa BARGE BOARD 4 F Z:,D /--CONCEALED 17 \1 co I ® FLASHING 7 0 co 77� W 12 CID — WALL 12 12 ROOF TO 15.4 L --15.4 rp.4 F— VENT - - — — — — —— —— C', (P 12 --ROOF TO WA SECOND FLOOR SECOND FLOOR 121. 5.41 VENT (SUB) ROOF TO WALL (SUB) z — - — - —-—-—- —-—- —- —-—- — -— VENT X BONUS ROOM ---—— —— —— —— —— —- --Nv — — — — — — — — 7Z— — — — — — — — — ——— — — SUB FLOOR 0: 0-) O flHl 11 11 0 FIRST FLOOR FIRST FLOOR (SUB) V FIRST FLOOR I (SUB) (SUB) N I BRICK PIERS TREATED WOOD TREATED WOOD BRICK PIERS roxro WOOD IX4 CORNER 16"X.5" FND. HANDRAIL OMITTED 1X4 CORNER IX5 HORIZ. WOOD SIDING GARAGE FIN. FL. INTERMEDIATE 05T STEPS TO GRADE CID BOARD, TYPICAL WITH ro" EXPOSURE VARIES HANDRAIL P STEPS TO GRADE COLUMN BOARD, TYPICAL VENT FOR CLARITY 0 TREATED AS REQUIRED TREATED > to IXIO BELT BOARD LATTICE AS REQUIRED uXlIOBELT BOARD IX& HORIZ, WOOD SIDING WV) LATTICE (P U- 0 WITH DRIP CAP TH DRIP CAP WITH 6" EXPOSURE Li- HANDRAIL OMITTED C5 j-- W U) 0 gh Ac e a y d r 77"T 77J $250 ,r,_� , F W depidto IT 5 I > C5ATH 13 M I=AN L wty V, O FOR CLARITY z > X: RlGrHT 511DE ELEVATION 3/16" V-0" LEFT 51DE ELEVATION ' b- Q z DO NOT SCALE DRAWINGS. 0 �) COPYRIGHT @ 7/13/93 ALL RIGHTS RESERVED BY DONALD A. GANRDNER, ARCHITECT, INC. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION M IL Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Z O U Q W W Z Q ~ W W n< W O 0- U Q OJ n- W aW W W M M S 0. a 0 W W LLI ,4 LL1 W U O IX ►- _Z W Fa- W Q N Z:RIDGE VENT Z o =lin o z 'Z`' TYPICAL o Wm Z o Q Q O = Q _ ` O Z W H Z O Q Z D U V _03W D � D W z J W m C 0 W Q U N N U Z N 0 K 380# SI-I►NCxLEB p o TYPICAL 0 - o rr a '� v I Q � o 2 Z J W I I.' Z z = a 0 d < O N Z U ~ N P W d J QMW y i= 9X a n I 12 ^ I o Q a Q cW -' 12 I 12 D N I a a x a 121 rEDl- 12 1X8 W/ 1X4 TRIM I 12 ^ � I Z W W > or 3 TOP OF PLATE ROOF OVERH,4NG o I Al DORMERS FROM FACS OF 1X8 BARGE STUD TO FACE _ _ _ �' � OF TRIMMER BOTTOM OF BOARD I - - - DOPRMERR Al_L ® I TOP OF PLATE - COLLAR BEAM - - - - -I - - _ _ _ _ _ _ SECOND FLOOR CONCEALED 0 O FLASHING p ILI" t W (P 5.41— 12 I c0 - - - --- ---- - --- - - ---- X5.4 ' O O 12 SECOND FLOOR Q - - - - - - - - - - - - - - - - TRANSOMS - - - - - - - - - - - - - - 15.4 _ (SUB) BONUS ROOM SUB FLOOR [Ed E 11 - Q t— t- W I I_i i____J--- --- (P 7 l i i i 0 D FIRST FLOOR i I l i i i FIRST FLOOR (SUB) Fr. =1I 0 T1X4 CORNER BRICK IXS HORIZ. WOOD SIDING SHUTTERS WHERE 6X6 WOOD INTERMEDIATE TREATED 16"X8" FND. TREATED WOOD BRICK PIERS BOARD, TYPICAL VENEER WITH to" EXPOSURE SHOWN COLUMN HANDRAIL POST LATTICE VENT BEYOND STEPS TO GRADE TYPICAL AS REQUIRED HANDRAIL OMITTED FOR CLARITY I /� Copyrighted© Donald A. Gardner Architects, Inc. FfRO `�I T ELEVATION lO 1/` 11 ° 11-0 and/or Donald A. Gardner, Inc. L6 These plans may be used to construct ONE house only and N the license ANNO be transferred.By violating this copyright It Is a violation of the federal copyright statute which provides damages for each Infringement from$250 up to$150,000. 4 a x, F ———— — —— ————- W — —- Permission to construct the building depicted in the drawings Is expressly I � conditioned on the full and timely payment of all fees otherwise d ? due Donald A.Gardner Architects, Inc.and/or Donald A.Gardner,Inc. m See additional/!cense terms on "License to Build"document T I W� U I This copyright notice Is'copyright mann ement Information"under the ?- _ r __ 12 METAL CHIMNEYg o �p 12 -!Z I17 I �✓•� COVER Digital Millennium Copyright Act,and Donald A,Gardner Architects, Inc.and/or 12 [� / \ / \ Donald A.Gardner,Inc.requires Its Inclusion on all copies to discourage and 0) pollee copyright Infringement.Unauthorized reproduction or usage of these 1 N ( 1 documents or removal of the notification Is subject to prosecution. �j; Now YD ILLU W IK I U L - ---- — —————— - ------� -- ---- —1 STUCCO CHIMNEY �� O I RIDGE VENT s ,4. a.,-....� .. A..,�.� � ..__ .��...., �w �. .-,I <c. *.BOGEY�* In TYPICAL For questions call 1-800-388-7580 12 12 121 112 12 12 I 1 (2) 2XIO'S WITH 2x6'S 1 N 12F_ 712 N I I TOP AND BOTTOM (3) STUDS TO �INI I Z7112 5.� I TYPICAL BEAM ABOVE LOUD PROFILE � �P� �� J C) o 12 12 12 ^ POWER VENT AS 00 C) '12 N CRICKET I I I REQUIRED BY CODE _J U C14 I i CONCEALED (2) STUDS TO i �. m FLASHING ROOF 1X8 W/ 1X4 TRIM Z . c 'v ---- -----ll, I 1x8 BARGE do LLl --- ---TIII I 380# SHINGLESBOARD UJ I I I IIII I f TYPICAL � 00 ca � I III, N I I I Iii (3) STUDS I TOP OF PLATE e U' N c ^� — — ———— _ I II I ( 12 SECON FLOOR . "o ROOF TO WALL -oil (4) STUDS ROOF TO WALL 12 12 p VEN7d 12 12 I iii iii iii! I VENT Ito m 3 I I I 00 3 b 12 in 5.41 I 12 12 15.4 I 12 t— 0 IUI VIII III Ilhl IIII �' I `� ' co UII VIII III VIII 141 - --- -- - -- ---- 12 1 1 12 I 12 I 5.4 VERIFY TOP OF lul ulh m Iglu ,III i BEARING FOR \ SECOND FLOOR N _ I 5.4 1 J TRANSOMS ALIGN Ili iii4 iii-•-(2) STUDS IIII 2X12 RAFTERS _ it, _ - - - - - - - - - --- - - _ I II I (3) STUDS N i t !iii i 0 LP d I 4) STUDS oP MI I I I I IIII I I I I l i i i t iiii i ILL FIRST F(Su8) LOOK o ROOF PLAN I/S" = I'-0" I . o o � 1X4 CORNER 6X6 WOOD 16"XS" FND. TREATED WOOD BRICK PIERS HANDRAIL OMITTED 1X10 BELT BOARD BRICK S+-IUTTERS WHERE M BOARD, TYPICAL COLUMN VENT STEPS TO GRADE FOR CLARITY WITH DRIP CAP VENEER SHOWN N AS REQUIRED INTERMEDIATE Z o ACCESS DOOR HANDRAIL POSTTYPICAL o o (j? W Z EAR ELEVATION AT1ON 3/16" = 1'-m" Z - > i DO NOT SCALE DRAWINGS. w COPYRIGHT©7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. Ld _ -1 Visit www.DAGmarketplace.com for information on interior and exterior products for your home! NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSIONI 01M CnI w Visit .www.DAGmarketplace.com for information on interior and exterior products for your home! PROVIDE RIDGE STRAPS AT a z a _J ALL RAFTER BEAMSz a W a o J Copyrighted 0 Donald A. Gardner Architects, Inc. N m o and/or Donald A. Gardner, Inc. < a a U PROVIDE RIDGE STRAPS AT W UJ RIDGE PENT 2X10 RIDGE z W Y W U �• These plans may be used to construct ONE house only and TYPICAL 41 BEAM � o � = � � n ALL RAFTER BEAMS the license CANNOT be transferred.By violating this copyright It Is a vlotation W z � z W of the federal copyright statute which provides z = o z W damages for each,Infringement from$250 up to$150,000. 12 z N W a 0 12 (20') m Z o a Permission to construct the building depicted In the drawings Is expressly 0 - a r' conditioned on the full and timely payment of all fees otherwise 2X4 HORIZ. BRACING a M z Z z 2X8 RAFTERS v; N z o a z due Donald A.Gardner Architects,Inc.and/or Donald A.Gardner,Inc. „ WITH 2X4 CROSS W See additional license terms on 'L/cense to Build"document 16 O.C. BRACING DOWN TO 0 � _J m 0 w z LOCATE RIDGE 2X6'S This copyright notice Is'copyright management Information"under the CEILING AT END WALLS it 0 ,,, BEAM TO ALLOW RIDGE VENT Digital Millennium Copyright Act,and Donald A,Gardner Architects,Inc,and/or 32° O.C. <0 0 0 0 z o N FOR AIR FLOW Donald A.Gardner,Inc.requires Its Inclusion on all copies to discourage and (20 ) — PROVIDE OPENING IN ROOF o cLd o 0 TO RIDGE VENT police copyright Infringement.Unauthorized reproduction or usage of these SHEATHING TO ALLOW POR o a v GANG LAM LVL documents or removal of the notification Is subject to prosecution. PROPER AIR FLOW IN ATTIC a 0 z z W 2X8 RAFTERS ABD RIDGE BEAM CONT. GOVT. W H 0 0 g m m DORMER BEYOND, 10 16" O.C. 12 ^ - M:.-�., ::.: � .x__ •,.�., 2Xro 2Xro R-30 INSUL. < N o N W o J SEE STRUCTURAL CONT. 2X6 12 For questions call 1-800-388-7580 RIDGE VENT _ IL EL w Q OUTRIGGERS DRAWING FOR OVER- a FRAMING OR BRIDGING PROVIDE OPENING IN ROOF o W Z W W WHERE SHOWN 2X8 GLC. JST'S. W � N a z a SHEATHING TO ALLOW FOR � 16" O.C. 2X4'S '� HANG _ W a rs=--=rr-l-r,--6ffi�a�r=�aaa�f PROPER AIR FLOW IN ATTIC J z W W R-3rd INSUL. 32" O.C. a 2 ~ 'o ' or R-30 INSUL. (20' BEYOND) SECOND FLOOR -13 INSUL. 11 RIGID 6O.C..2X12 RAFTERS TOP OF PLATE BOTTOM OF i (22 ) - - - - - _ _ - 1 1 " � a � � � � � � COLLAR BEAM ��__�___us__.�___ n n n n n P RIGID C10') NOTE, INSULATE CONT. 2X6 \\��SULATION i 2 Q, �> ro COLLAR 16 O.C. BEAMS AROUND ALL RI GI SHOWN �� MIN. 2" AIR 2X6 COLLAR BEAMS �� INSULATION i I SPAGE 16 D.C. 2X8 CLC. JST'S. BATHS TYPICAL RE \ (10') DORMER 2X4 BRACES \� WINDOW SCAB ON 2X4'5 �� \ O.C. 32" O.C. 5ATH #3 V,4NIT ,r BEDFROO"I *13 \ �HANRAIL NOTE VERIFY STAIR AND 2 EACH RAFTER CONCEALED WITWOUT BEYOND II 0 LANDING HEADROOM PRIOR II b �� FLASHING Dorn i I -13 INSUL. 0 '- 12 R-13 INSUL. I (12') � III � z TO CONSTRUCTION. S� r-- I � � ' 1' RIGID _ I I Q C 2X10 FLOOR JOISTS 2X15 FLOOR JOISTS I b - - 12 I (6 -S MIN. STAIR HEAD- I I INSULATION - w SECOND FLOOR (12 ) 12 O.C. 16 O.C. S.4 \ a BONUS i�001„I III 3 ROOM) " " I p PROVIDE BLOCKING GANG LAM GANG LAM ,n r II jY iiJ 1" RIGID INSULATION SUB FLOOR _ _ __ BONUS ROOM LVL BEAM LVL BEAM N r M16 Z3 Z3 6 .41 BETWEEN JOISTS SUB FLOORII `_� 7t PORCH CEILING, LAP � SOLID BRIDGING if CS') e Q ' TOP OF _ - NN oCGANG LAM "V" JOINT 1X6'5 ON 1/2" °' KNEE WALL STEEL BEAM WHERE SHOWN PLATE PLYWOOD SHEATHING. 'S �' 16" I PORCH CEILING, LAP m R-19 INSUL. 2X1(4 FLOOR JOISTS (PLYWOOD FOR WALL m 6 1(0" O-G. LVL BEAM 2X11• BRACES a BRACING. 1Xro'S TO BE I I"V" JOINT IX6'S PERPENDICULAR TO 32" O.C. _ CEILING JOISTS) SITTING M 45TER 5EDROO"I 5EDROO"( / 5TUD'T' I POi�C� j C � + FIRST FLOOR - 2X8 CLC_ JST S. (YREAR PORCH ONLY r I I SUB FLOOR r 16" O.G. G,4It',4G m r KITCN 2X10 FLOOR JOISTS (OF HOUSE 2X10 FLOOR JOISTS I HANDRAIL BEYOND)- FIRST FLOOR 12" O.G. a 16" O.C. - - 1 - - - _ _ _ _ _ _ SUB FLOOR 06 \ CONC. FLOOR SLAB TOP OF ( , R-19 INSUL. I[DF 1(2) TREATED 2X8'5 MASONRY- I CRAWL SPAGE CRAWL SPACE AND 1X10 TRIM BOARD. GARAGE FLOOR � C.M.U. FOUNDATION izi; VARIES i - -i- �� TREATED I �-- C.M.U. FOUNDATION i 1--L i WALL WITH BRICK r1___L� r1___�� 1--'-� SOLID WOOD I I WALL WITH BRICK VENEER -----� L-----J -_ BRIDGING ' \ / VENEER \ / SECT I ON 1/4" = 1'-0" — — ———— — FLOOR JOISTS -� J' E CT I Oil 1/4" = 1'-0° RIDGE VENT TREATED 2X8 S (0 16" O_G. TYPICAL WALL BEYOND 2X10 RIDGE BEAM 2 I II (4) 2X10'5 GANG LAM LVL RIDGE 2X8 RAFTERS 12 ^ GANG LAM LVL BEAM 16" O.C. (28 I II 2X BLOCKING TOP BEAM (SHOWN DASHED 12 BEYOND) TO SUPPORT RIDGE SECOND FLOOR I II AND BOTTOM FOR CLARITY) BEAM (3 STUDS AT BEAM SUB FLOOR 2X(o'5C. (20') ENDS, TO FIRST FLOOR) r I/2" GYPSUM BOARD LOCATE RIDGE RIDGE VENT 0� NEW YQRif' CONT. BEAM TO ALLOW �� a,BOO CO PROVIDE OPENING IN ROOF 2X6 RAFTERS = ENCASEMENT FOR AIR FLOW TYPICAL �Q. ��`� r 2X6 SHEATHING TO ALLOW FOR IS 16 O.C. 2X4'6 6 PROPER AIR FLOW IN ATTIC TO RIDGE VENT h '� - ABO (2) 2X10'5 RIDGE 2X6 CLG. J5T'S. BEAM o� -- ---------- t- 7--- --- 32" O.C. OUTRIGGERS a 16" O.G. CEILING BEYOND ' N OUTRIGGERS R-13 INSUL. FOR OVER- ��� 2X12 RAFTERS / / P RIGID SLOPED �' 096 HANG FOR VER- 16" O.G. /j/ INSULATION HANG 12 12 I 12[ PRO 2X10 RIDGE 101/2 R-30 INSUL. / // CONT. BEAMS to 3/4" = 1'-0" a U OVERH,4NC-r / / CONT. 2X6 2X6 CONT. 2X6'S 6 CONT. (SIDE OVER- 2 4 2O4RIGRBRACING BRIDGING 2X6 32" O.C. 2X4 HORIZ. BRACING 2X6 � HANC,S) WHERE SHOWN WINDOW BRACING DOWN TO (2) STUDS —IS WITH 2X4 CROSS W 0 0 CEILING AT END WALLS TO BEAM 12 SECOND FLOOR C22') BRACING DOWN TO J v (14', 211 ) //// _ ABOVE 5 — -—_ _ _ _ _ _ TOP OF PLATE CEILING AT END WALLS J ` // / �\\� 9 Imo„ I 2X8 RAFTERS (22') > ti m WINDOW / // oPPOSITE 2X8 CLG. JST'S. \ WINDOW 6 16 O.G. , Z • c / +4allo � 16" O.C. \® 'v PORCH CEILING, LAP / / (10 ) W "V" JOINT IX6'6 ON 1/2" 8001= TO WALL // // -- GANG LAM 1" RIGID I \\�� CONCEALED C 2X4 BRACES W CD cc PLYWOOD SHEATHING. NT —\ LVL BEAM INSULATION \ a '� _ VE / L I p � FLASHING 32 O.C. 2X4 S a � � � (PLYWOOD FOR WALL // ( N \ i BRACING. 1X6'S TO BE 12 I ,1� CONS I (12') 12 - - - R-30 INSUL. 32' O C. \ o O N c PERPENDICULAR TO 5.4 �— 2X6 RAFTERS I � � I I � � -� ,•4 / \ 0 o CEILING JOISTS) � 16 O.C. � I I 2 SECT(OI V TOP OF PLATE% I *0 REAR PORCH ONLY (12') I I I (0 1/4" = 1'-0" SECOND FLOOR 2X6 CLG, JST'S. I _ _ _ _ _ _ II _ _ _ _ _ _ SUB FLOOR CONT. 2X6 NOT INSULATEI I m 3 BR f DG INC E, r- OD 3 � 16" O.G. 5T,41�' WNERE SHOWN AROUND ALL WALLS 1 � 3 AT BATHS TYPICAL I co (8') 2X8 CLG. JST'S. I I cm \ WINDOW a 16" O.C. FLOOR JOISTS `-- - 0 - TREATED 2X8'S a 0 HANDRAIL PORCH CEILING, LAP I I X 16" O.C. N "V" JOINT 1X6'S �, M,45TE� 54THCL05�T I I o �Ofi`C�-I Gfi`E�4T izOOi"I STOiz�4G� �O`I'�fi� fi�Oi�C� � 2�XI(d FLOOR JOISTS 2�XI FLOOR JOISTS D12 I m TREATEWOOD � STEPS TO GRADE R-19 INSUL. (AT TUB AREA) I I AS REQUIRED DOOR DOOR FIRST FLOOR I O R-19 INSUL. 2X10 FLOOR JOISTS SUB FLOOR 1115006 a 16" O.C. FIRST FLOOR CRAWL SPACE g — - - - - - SUB FLOOR o CRAWL SPACE M (2) TREATED 2XS'S `/ I I E_ I I I I I I I I I I I V AND 1X10 TRIM BOARD. 1--L TREATED i ' i i i J__L \ / 1, r -l� r1-l� IF -i rl------`� r1-- L� i i TREATED WOOD C.M.U. FOUNDATION j L____J SOLID WOOD i I I I I i I I I i L____J STEPS TO GRADE WALL WITH BRICK _ •p BRIDGING -J L___J L---J L__ J L_______J L___ _J N DROPPED C.M.U. FOUNDATION AS REQUIRED VENEER 11'-10 1/2" WALL WITH BRICK g SILL 15 T� 98 VENEER D SECT(ON v4" = 1'-0" ,l p ` C SECS'�Oil 1/4" = 1'-0" U a DO NOT SCALE DRAWINGS. 0 w COPYRIGHT©7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. ll.l Ld w -1 � (= Visit www.DAGmarketplace.com for information on interior and exterior products for your home! NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION Visit www.DAGmarketplace.com for information on interior and exterior products for your home! ZO U Q W W N Q Z J Z J Q� tl W W Q� fY J < a Q J U O O' W W Y Ld W U Z F- Z_ W la- W CI) V1 N J = n W Z J 3 Z W 0 Z O = G ZW HANDRAIL @ Copyrighted© Donald A.Gardner Architects, Inc. z U '^ � a o5 P U and/or Donald A.Gardner, Inc. W o a J Z cil q 1 12 �; _ 0 3 Z a U These plans may be used,t0 construct ONE house only and DASHED LINES INDICATE 12[—,, / \ o �' o „ 0 the license CANNOT be transferre .By violating this copyright It Is a violation \\ O d .2 W o rx o 1-1/4 PICKETS ROOF BEYOND. SEE SECTION / \ 0 � � m W Z of the federal copyright statute which provides i W m I r- a '1" D.C.(TWO damages for each Infringement from$250 up to$150,000. D-6 EOR SIMILAR ROOF / \ a N Z o N PER TREAD M =` z BRACING // \\ Z � 2 6 STAIRS) Permission to construct the building depicted In the drawings Is expressly o O conditioned on the full and timely payment of all fees otherwise f \ z U U (� due Donald A.Gardner Architects,Inc. and/or Donald A.Gardner,Inc. / \ a 3 Z J W See additional license terms on 'L/cense to Build"document / —— �� �,; N N = g a 1X6 WOOD TRIM //� --- ---- ---- �� a z o N Z 0 SUB FLOOR Q This copyright notice Is"copyright management Information"under the / \ \ N N r N o l Digital Millennium Copyright Act,and Donald A,Gardner Architects, Inc.and/or / \ s a z W a a Donald A.Gardner,Inc.requires Its Inclusion on all copies to discourage and NOTE, VERIFY STAIR AND 2X6 S SCABBED police copyright Infringement.Unauthorized reproduction or usage of these LANDING HEADROOM PRIOR w z W ,,, J ONTO 2X10'S U documents or removal of the notification Is subject to prosecution. / \ I I o a a a Q 0r a TO CONSTRUCTION. I \ ? N Z a = • 4 (6'-S" MIN. STAIR HEAD- -30 INSUL. I \\ Z W W a o SECOND FLOOR " - " �"-a -`" (SUB) For questions call 1-800-388-7580 NI ROOM) 10 / \\\\ d I \ a o > > 3 2X8 GLG. JST'S.\ e 16" O.C. \ � / \ I I SLOPED (2) 1X10'S BONUS ROOM / II II \ I =�=�a�� TOP OF PLATE SUB FLOOR II II 1J1 _ �_ _ ®VIII-- 12 5/8" PLYWOOD SHEATHING GLUED AND = __�I II �' BLC-CKING CUT FRo-1 ING BLOCKING CUT 712 ATTACHED WITH PLY CLIPS ___ FROM 2X6'S r- I-�— - - - STEEL BEAM 380# SHINGLES 2X12'S AND BLOCKING - T- I ST,4 f iz 7 AS REQUIRED. SEE STEEL SELF ADHERING UNDERLAYMENT CONFORMING TO ASTM D1970 r- II 2X&'S rat II BEAM BOLT PATTERN ON FIRST FLOOR I I 16" O.C. 2x8 RAFTERS 'm 16" O.C. SUB FLOOR DRAWING S OF 9m (OF HOUSE (I I METAL FLASHING BEYOND) II STOi�,4GE FIRST FLOOR SECTION AT i�r�rLCON-t' (CONCEALED) _ _ _ �1 _�—_ �_ _ _ SUB FLOOR 1 1/2„ - 1'-0" ,� SIMPSON COMPANY II GONG. FLOOR SLAB IS GA. HURRICANE I I 119- -- -- CRAWL SPACE SEE BUILDING GROSS ANCHORS 6 16" O.C. _ ___ _ __ _ _ _ __ TO TIE WALL TO ROOF SELF ADHERING UNDERLAYMENT CONFORMING TO ASTM D1970 SECTIONS FOR BRACING � REELECTED VIEW 2x6 RAFTERS OF DOOR 2x4 BRACES 16" O.G. IR 6 32" O.C. 380# SHINGLES SIMPSON COMPANY 1 -i i 1/4" 18 GA. HURRICANE SIMPSON COMPANY STRAPS '1 .16" O.G. 2x4'5 'a 16" O.C. 12 TO TIE WALL TO ROOF 12 1 �. COLUMN I' STRAPS18 GA. 'S 1R6G O.C. � ST,�I� �J�CT I ON 1/�•" = 1'-0" KNEE WALL — - KNEE WALL 2x4 S 12 � � 16" O.C. SIMPSON COMPANY � S•4 3 1 -11 1/4 5/8 PLYWOOD SHEATHING GLUED AND 18 GA. HURRICANE TO TIE WALL To ROOF -� R-30 INSULATION—\ ATTACHED WITH PLY CLIPS / STRAPS a 32" O.C. 2x8 ROOF RAFTERS � 16" O.G. R-30 INSULTO TIE WALL TO ROOF CUT TRIMMER FROM 2X - /- . 1 - 2x6 GLG JOISTS - _ c0 TOP OF PLATE r 16 O.G. 2x4 BLOCKING ° >` FIRST FLOOR � GUT TRIMMER FROM 2x AS REQUIRED I m N 1x4 WOOD TRIM AROUND TOP OF FASCIA - PORCH —- - - - - - - -� L 0 0 (1 - - TOP OF FASCIA TOP CSF PLATE lx8 WOOD FASCIA WITH 1X4 TRIM TOP OF PLATE 1 _ TOP OF PLATE PORCH 3/8" PLYWOOD SOFFIT WITH 2" 1X8 WOOD FASCIA CONTINUOUS PERFORATED 2x CEILING ALUMINUM VENT PORCH CEILING, LAP JOI1 STS 16" WITH 1X4 TRIM "V" JOINT Ix6'S O.G. 1 3/8" PLYWOOD SOFFIT WITH 2" 1x4 WOOD TRIM REAR PORCH ONLY- 1x4 TRIM BOARD CONTINUOUS PERFORATED BOARD PORCH CEILING, LAP ALUMINUM VENT "V" JOINT 1x6'S ON 1/2" 1x4 TRIM CAP PLYWOOD SHEATHING. (2) 2X10'S BEAM WITH 2X r 2x6 WOOD STUDS (PLYWOOD FOR WALL WOOD BLOCKING e m 16" O.C. BRACING. lx6'S TO BE PERPENDICULAR TO 3/4" WOOD TRIMU � N CEILING JOISTS) AROUND BEAM e"iNSW Yo 2x6 BLOCKINGAT MID HEIGHT OF WALLa�• O0fp * � • 2x6 BLOCKING AT MID HEIGHT N 1" T 4 G RIGID INSULATION OF WALL Uj INSTALL ACCORDING TO P RIGID INSULATION INSTALLED i 6X6 WOOD COLUMN WITH 6 E 6' MFGR'S, INSTRUCTIONS, ACCORDING TO MFG'RS_ INSTRUCT- 3/4" CHAMFERS BRACE AT CORNERS IONS, BRACE AT CORNERSF� o FE00 0 C) 4 1/2" WIDE HANDRAIL, CUT J R-13 BATT INSULATION FROM 2X6, W/ 3/4" CHAMFERS _ to ... lx8 HORIZ. WOOD 3/4"X1 1/2" WOOD APRON > (D SIDING WITH 6" 1/2" GYPSUM BOARD MOULDING SEE WALL SECTION 1--i ON Z • 0 EXPOSURE THIS DRAWING FOR ADDITIONAL W L DQ 1 1/4" SQUARE PICKETS 6 'T" O.C. a0 NOTES 2x6 WOOD STUDS 16" O.C. 6 Q 3/4 Xl 1/4 FRAME TOP 00 1/2 GYP. BOARD � �� �� � 1x4 WOOD BASE WITH 3/4" -1x8 HORIZ. WOOD SIDING lU/6" -1 W Q AND BOTTOM e a N 0 QUARTER ROUND SHOE MOLD EXPOSURE ff 2X4 BOTTOM RAIL WITH 3/4" . 0 1x4 WOOD BASE WITH 3/4" d CHAMFERS IX10 BELT BOARD • -v R-13 BATT INSULATIONQUARTER ROUND SHOE MOLD �0 WITH DRIP CAP " 1X6 BASE TRIM 00 FIRST FLOOR FIRST FLOOR �-1 FIRST FLOOR (SUB) m 3 SUB FLOOR R-19 BATT INSULATION SUB FLOOR METAL FLASHING HOUSE BEYOND T 00 3 m 3 7-6 1x0 BELT BOARD R-19 INSUL6 \ 1/2"0 GALV. A.B. e 32" O.C. WITH DRIP CAP (2) TREATED 2X8'S WITH 4" GONG. SLAB W/ 6X6XWI.4 N \ TREATED 2X2 LEDGER XWIA WWF 2X6 PLATE - 5/g Ak SOLID TREATED AND 1X10 TRIM BOARD • .; I� TREATED 2X10 PLATE �.,, - - X EXTERIOR GLUE PLYWOOD UNDERLAYMENT I S/S" '� -- -- -•_ -- TOP OF I' BRIDGING TREATED LATTICE ON BRICK AND BLOCK MASONRY OVER 1/2 PLYWOOD SUB FLOOR EXTERIOR GLUE PLYWOOD UNDERLAYMENT 0 OVER 1/2" PLYWOOD SUB FLOORTREATED 5/4 X(0"' DECKING TRT D. 2X4 FRAME W/ FOUNDATION WALL Im 8 BOND BEAM WITH CONT. #5 BAR. 5/8 ANCHOR — ON TREATED 2X8'S - 2X4 S 'S 32 O.C. VERT. BOLTS SHALL BE EMBEDDED A MIN. 15 INTO CMU 8 BOND BEAM WITH CONT. #5 BAR. 5/8 ANCHOR AND BRACING 's 48 O.C. J CONT. HORIZ. GALVANIZED JOINT BLOCK WALL. PROVIDE 3"x3"x1/4" PLATE WASHER BOLTS SHALL BE EMBEDDED A MIN. 15" INTO CMU 16 O.G. 6 MIL POLY. MOISTURE BARRIER REINFORCING e 12" O.C. VERT. a ON PRESSURE TREATED 2x10 SILL PLATE @ EACH BLOCK WALL. PROVIDE 3"x3"x1/4" PLATE WASHER 3/5EXPANSION JOINT FILLER ANCHOR BOLT. ON PRESSURE TREATED 2x10 SILL PLATE @ EACH FILL ALL CELLS BELOW GRADE WITH ANCHOR BOLT. 2500 P.S.I. CONCRETE BRICK AND BLOCK FOUNDATION WALL W/ BRICK AND BLOCK FOUNDATION WALL W/ FOR FOOTING SIZE AND REINF., N HORIZONTAL JOINT REINFORCING HORIZONTAL JOINT REINFORCINGF----- • • � � SEE GENERAL NOTES M a ° 12" O.C. VERTICAL s 12" O.G. VERT I CAL a a a • 4 FILL ALL CELLS WITH 2500 P.S.I. CONCRETE. PROVIDE #4 d a FILL ALL CELLS WITH 2500 P.S.I. CONCRETE. PROVIDE #4 I Q M a REBAR AT 48 O.C. AS VERTICAL REINFORCEMENT TIED REBAR AT 48 O.C. AS VERTICAL REINFORCEMENT TIED . o INTO FOOTING. INTO FOOTING. FOR FOOTING SIZE AND REINF., FOR FOOTING SIZE AND REINF., 3 WALL SACT I ON 3/4" = 1'-0" SEE GENERAL NOTES -�•� SEE GENERAL NOTES -1 0 {- ILL. Z `_> II ' /� I L 6ECTION 3/411 11-0112 WALL 5EC I ION 3/4" = 1'-0" DO NOT SCALE DRAWINGS. V COPYRIGHT @ 7/13/93 ALL RIGHTS RESERVED BY DONALD A. GA,RDNER, ARCHITECT, INC. w = Ll! NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION o C{1 N N Visit www.DAGmarketplace.com for information on interior and exterior products for your home! I Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Z 00 Q J V N F Q � W W V Q W- p a u Q -o a w hWEn Q a Q J U V) LJ LJ � Y W U 0 F- z W F W Q M N N It I I LCJ to I I Z o a o Z W i- N Li N _J a in -' (2)2X10'S (2)2X10'5 (2)2XIO'S (2)2X10'5 (2)2X10'5 z U v=i W a N uo (3)1 3/�"xis" GL LVL I - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ s , ORDaL -TOP PLATE OF STUD WALL m z _ o a 3 X 3 C.ULUMN,TYPICAL I I OR I I REAR PORCH ONLY: J r, Z z z N @ W12X26 STEEL BEAM ~PARC(-I CEILING,LAP N - --------- ------- -- ------------- --- -- - - - w W Z a z 8410 WELDED ---_ 8410 WELDED 2X8 CLG. JnI5T5 PLYWOODIXSI-IEATHINCs I U L) 5 m n F a R = 2.9 KIPS R = 2.9 KIPS I 0 16" O.C. (10') (PLYWOOD FOR WALL a W m v z o rn 2X8 CLG.JOISTS I BRACING. 1X6'S TO BE v N �g p f -PERPENDICULAR o CEILING JOISTS6" O.C. (10') nO o0I Z En >1 8( -� SEE REAR BUILDING ELEVATION 7 p X I N a o: 00 3 z W 6r X I _ FOR LINTELS AND SUPPORTING 0 - ^ = (3)13/4"X9 1/4° STUDS THIS WALL U a 0 N z U F N c0 -1 °� 1 W z fn = a N Q (2)2X10 S I I GANG LAM LVL'S. ca (2)2XI219 N rn ~ N a a n _ - - - - - - - - - -— �X, —- - - C,4NC� LAM LVL SE,4M W 0 ? = W a �J ^ nQ I Q = r� ►— = Q X - HU61(DTF cp 11 II II II W ~ U Z W W --I 2X10 FL.J5T'S. I � R = 2.3 KIPS I N I ANGLE 3X3 X1/4 X6 LG, o a a a a m 16 O.C. 1 o I I WITS-# 1/2"4, LAG BOLTS _ �'71 W a C4,5 0 a = _� o I (2)2X10'5 I U O I U C3)13/4"X11 7/8" X,1 lzJ 2x10 s 10 I 1 (3) STUDS OI I " -- -- c-56 Ift Xv �a X @ GL LVL NI CQ,0 '= T 7 2X8 CLG.JOISTS I O 3 OR I DETAIL OF GARAGE L INTEL �tTEL X e I I II 16 O.C.(81) '61 C2)2X10'5 WSX18 STEEL SEAM N A> 1 - r _ - -- ----------- -------- - . ----- O I I NOT TO SCALE -J HU2102TF X R 1!o KIPS y 2X8 CLG.JOISTS (2)2X10' I (2)2x8'S X q (4)1 3/4"X18" GL LVL y - 1 1 8410 WELDED cA 1 (ATL DING CEIL.) E y 1 "A 0 m 16" O.G. (10') I B410 WELDED01 M I CPEN X -Q I OR 8410 WELDED _ I N I N R = 2.9 KIPS WI2X30 STEEL BEAM R 2.9 KI 5 .4 X 8 - I O 8410 WELDED I OPEN ' i 7> 1 di ^ � X O I I 5410 WELDED R . 2.9 KIPS I - ( 6, ^I ^ � XII N R = 2.9 KIPS 2 O U = 1 10"0 STRUCTURAL U Q Q �j 1 X 0 TAPERED SOLID O O n, 1 8 I FROM � 0 �' ° I WOOD COLUMN -Z U - `b - O ABOVE U = ( EQUAL TO (3) @ = N Q X FROM 2 0 0 s STUD5 X- ►- I N e I (2) 1/2"4 LAG ABOVE -� �X1 e I N I I 1 BOLTS (2)2x10'5 I u O C2) 1X10'5 �.- ` _ - ( (S)1 3/4'X18" GL LVL � 11 > X 00 OR � ( , E 1 _8 161 2 -O O.C. MAX- N I O i+l 67�1 N O 3 W12X40 STEEL BEAM NOTE,SEE DETAIL O 2X10 FL.JST'S. 1 X Q 0 1 X OF GARAGE LINTEL I 1I O.C. -r _ - _ - - - - - - -- - - - ------------ -------------------------------- - (v 2x10's - -�'`�n------ 3/4 ',P BOLTS THIS SHEET z - - -_ CIO') mZ O �� OT1 O - rj 2X8 CLG. JOIST o I I WASHERS o� _ �O � �� m 161, O.C. (10') I _J I - - rJr(2)2X10'S O I - - - XQ N • 1 d) cX1e Hmz " Z 0@ I C2)2x10'5 W/2x6'5 13 _ - - p it m Z 1 I TOP AND BOTTOM c0 0 430 Q O 0 U ( 3 1/2 MIN' 2X8 CLG.JOISTS I 8410 WELDED aj O _- - - 0 0 Z U 0 (3)1 3/4"X18" 1 - 16" O.C. (10') R = 2.9 KIPS S GL LVL I U 10"o STRUCTURAL - - - m 0�j n X 1 4 1/2" �"BEARING 2'-0" O.C. MAX. I/2'"0 BOLTS 2'-0° 8410 WELDED U TAPERED SOLID 1 X ~ -r 0 ft N '� OR R - 2.9 KIPS of WOOD COLUMN -- - N 3 u-_ ( O.C., STAGGERED, O N N N W12X26 STEEL BEA N O �X, EQUAL TO (3) - I � ? O ERE SHOWN ON ---+- --- ---+ --- --r- ---- ------------ ------ - - +- -- WH N r STUDS N ® " (2)2x10'5 - BEAM SECTIONS CIS �' STEED. SEAM 5OLT PATTERN N cp OPEN i- �Q cA -. 1 fA �9 Z cn cXi a cXv e 1 cXv 8 I 1 n 0 00 9 cD n o o z (2)2x10's W/2x6'5 NOT TO SCALE O U z I J a z O Z TOP AND BOTTOM Xq Oci -��, v� OU -��, O © Ou I cD� n BOTTOM OF CEILING s - -�I u m I o tq = a_ @ 1 SPACE BETWEEN I J015T5 AT 8'-0" ABOVE -, � � 'U 1 @� = I;�.zq @� _ �� � L-� ([l X HOUSE FIRST FLOOR SUB @ N @ I SEAM AND SUB FLOOR FLOOR(CENTER ABOVE WINDOW) TYP-(4)WINDOWS 2X6 CLG.JOISTS (3) 13/4"X9 I/4" ( (3) 1 3/4"X9 1/4" N Q BUB FLOOR 4 "8ICA (4) 11'-0" 4 -8' - 16" O.C. CS') GANG LAM LVL'S. 1 I til 3 GANG LAM LVL'S. 3 TYPICAL O _ O INDICATES SOLID WINDOW BOXES - - - - - - - BRIDGING UNDER STEEL BEAM, SEE T- - - - (4)2x10's - - - - - d, WALL aSovE "STEEL BEAM BOLT I THISTDRAWIDETAIL --- --- - ----- --------- - - T+-�IS SYMBOL INDICATES LOAD BEARING INDICATES SOLI o "o u-- r u u o ---- u- ' BRIDGING UNDER U = U I OPEN I I u ° I 0�0 q I u 2X6 CLG.JOISTS I NOTE, USE B410 WELDED INTERIOR WALLS. ALL EXTERIOR WALLS BRD ER _� I m 16° oc. (8') I ANCHORS U.HERE GANG SOLID BLOCKING ARE LOAD BEARING WALL ABovE x I I x I ( X I I xLAM LVL Bt-:AMS � N � N • N gi 2 2 N � I TO SEAM BEYOND (CUT FROM 2X12'5) 61 I I INDICATES GALV. 16 GA. X 1 1/4" STRAP x 0 I SIMPSON CO. HANGER CROS5 BRACIN6; FROM BOTTOM OF WALL ' - - - -- I N LUP210 EACH JOISTS m WITH Irod NAIL5 INTO T" G (2)2XIO'5 WITH 2x6' ?� N NOTE USE HHB-610 e m PLATE TO TOP OF WALL PLATE. o� NEAR DOORS AND WINDOWS, LAP HEADERS 2)Q ^ TOP AND BOTTOM, fi%�+s I BLOCKING 5A X-BRACING ANGLE IS AS CLOSE TO �ryry�% TYP.EXTERIOR ��o WELDED ANCHORS ��, U DOOR AND WINDOW ` ��Pc I WHERE (3) 2X10'6 2X BLOCKING CUT FROM 4E, DEGREES AS POSSIBLE, BUT NOT LESS / LINTELS uN.o. . ti THAN 60 DEGREES FROM THE HORIZONTAL_ � o \ I ATTACH TO BEAM 2X8'5, WIT+-1 1/2"� ANCHOR N WI-(ERE LESS THAN 60 DEGREES AND AT ' X ` I BEYOND W_ BUILDING GARNERS WITHOUT METAL BOLTS � ED O.C. • STAGGERED 1� 1LB LD Sl"RAPS, USE 1 /32" STRUCTURAL GRADE � �` I a U IT PLYWOOD. USE Sd NAILS U 4" O.C_ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ - _ - 6X6 WOOD /� 1 /�M STRUCTURAL 2 SCT(®N ,�T �� � jJ1'-tI I Cd FOR EDGE NAILING AND 12" O.C. FOR (2)2x10'S (2)2x10'8 (2)2x10'S (2)2x10'5 COLUMN,TYPICAL ALL INTERMEDIATE NAILING 8 1 1/2" 1''011 � E Copyrighted 0 Donald A.Gardner Architects,Inc. W �t O Q and/or Donald A.Gardner,Inc. _.1 � V ----- D45H LINE INDICATES ROOF FRAMING REG 31.2801to J CENTER LINE INDICATES BEAMS BELOW x C It's a violation of the Federal Copyr(y�itAGt to copy theso pians.The federal ~ ` ROOF, ( SEE STUD NOTE �3 BELOW) copyright statute provides tor.monetary dc3mages for each Infringement a Of copy�ldhf from$250 Uri't6$150,000. j Z • e Permission to construct the building depic#ed in the drawings Is expressly 5E CONID FLOOR 6 1 fRU CTNRAL FLAN 1/4 n = 11_!�" `'' O INDICATES THE NUMBER OF STUDS conditioned on the full ana fim%sty payment of Oil fees otherwise dueco UNDER BEAM ABOVE. Donald A.Gardner Archlfects,Inc:arrd,rir Donald A.Gardner,Inc.These plans SEE GENERAL NOTES THIS DRAWING ca L " can be used to'construcf ONE house only and the license CANIyOT be FOR LOAD BEARING STUD LOCATIONS _ W 12" O.G. 00 NOTE: transferred.,See additional licensing terms on,the packaging. This copyright notice is',cbpyright management irifotmatton"under the —^I_. NAIL PLYWOOD FLITCH BEAM r, N IF NUMBER OF STUDS AT BEAM ENDS F TOGETHER W/ 16d NAILS , , Digital Millennium Copyright.Actr and Donald A,Gardner Aichliects;Inc.and/or a ARE NOT INDICATED, USE (2) STUDS. a Donald A.Gardner,Ind,rety4ilres Its inclusion ori.aE;,coptes to discourage and x x STACxGERED TOP AND BOTTOM, • police copyright Infringement.Unauthorized reproduction or usage of these;, t, documents or removal of the notification Is subject to prosecution.' 7 EACH FACE c . UNLESS NOTED OTHERWISE, ALL INTERIOR -. ,:. .-.- ... .......... . :.......,,mN.: .: .n»__.A-.. ..;:.ttu..... .. .-.R: ,w..,.,....,:..,.:...,.R x DOOR AND WALL OPENINGS IN LOAD 2x6 STUD WALL x NOTE: � CD 3 BEARING WALLS SHALL HAVE (2) 2X10 WHERE SEAM SPAN IS TREATER r- BEARING WITH DOUBLE STUDS AT EACH THAN 8'-0", CENTER 8'-0" LONG o0 � PLYWOOD AT CENTER AF BEAM �p 3 LINTEL END (TYPICAL). SPAN. BUTT ADJACENT PLYWOOD N SUB FLOOR PIECES TIGHT TO CENTER PIECE. STAGGER JOINTS AT BEAMS WITH UNLESS NOTED OTHERWISE, ALL EXTERIOR 1/2"� BOLTS 0 2'-0" SUS FLOOR STEEL BEAM, SEE MORE THAN ONE PLYWOOD PLATE. X DOOR AND WINDOW OPENINGS SHALL HAVE O.C., STAGGERED, "STEEL BEAM BOLT 0 (2) 2x10'5 WITH 2x6'5 TOP AND BOTTOM. TO ANCHOR TOP STEEL BEAM, SEE PATTERN" DETAIL � �OOD � ITCI-IjM D 'rI� m USE (2) STUDS AT LINTEL ENDS UNLESS PLATE "STEEL BEAM BOLT OTHERWISE NOTED PATTERN" DETAIL — THIS DRAWING NOT TO SCALE THIS DRAWING NOTE, USE 8410 WELDED o ANCHORS WHERE GANG SOLID BLOCKING N�� Y ROOF OVERHANG FROM FACE OF STUD TO SOLID BLOCKING LAM LVL BEAMS ATTACH (CUT FROM 2x12'6) F 0 d. FACE OF (TRIMMER (SEE WALL 6ECNOTED CUT FROM 2X8'5 TO BEAM BEYOND ���t�.90CE I.. 1 11 1/4 UNLESS OTHERWISE ED SIMPSON CO. HANGER M SIMPSON CO. HANGER LUP26 e EACH JOISTS y ' 12" O.C_MATERIAL SPECS LUP25 6 EACH JOISTS WITH 16d NAILS INTO ' - - FOR (2) OR (3) C�ANC-c LAM. 3 SIMPSON CO. HANGER LAMINATED VENEER LUMBER GANG LAM LVL, WITH 16d NAILS INTO LUP210 'a EACH JOISTS BLOCKING N SHALL BE BY LOUISIANA-PACIFIC OF BLOCKING 1 3/4" BEAMS, NAIL MEMBERS WITH 16d NAILS INTO l'�' �96�1, X x TOGETHER W/ 16d NAILS p WILMINGTON, NC (800-999 9105) OR NOTE, USE U210-2 BLOCKING 2x BLOCKING, CUT FROM �P STAGGERED TOP' AND BOTTOM, � APPROVED EQUAL SUPPLIER ANCHORS WHERE 2x8'S, WITH 1/21 ,P ANCHOR �PRO FE X x x EACH FACE PROPERTIE5 SHALL MEET OR EXCEED- (2) 2X10'6 ATTACH 1/4" SPACE BETWEEN Fh = 3100 PSI TO BEAM BEYOND BEAM AND CEILING 8O4C�C>�RD" O.G. o i F\/ = 290 PSI M E = 2,000,000 PSI SECTION AT STEEL SEAM 11/2" = 1'-0" 3 SECTION AT 5TEEL SEAM MULTIPLE GANG LAM. DETAIL � m � N S 8 11/2" = 1'-011 NOT TO SCALE o }- o > CONNECTORS INDICATED ARE MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, INC., a DO NOT SCALE DRAWINGS. z w i S>4N LEANDRO, CALIFORNIA 94571 COPYRIGHT ©7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARDNER, ARCHITECT, INC. N W NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION Q co R cl) Visit www.DAGmarketplace.com for information on interior and exterior products for your home! Visit www.DAGmarketplace.com for information on interior and exterior products for your home! < Ljj Z - 6 , IX < Ja 2 3 V) 0 < a <M U D V) =1 CY Z' Z' Z' 7t THIS SYMBOL INDICATES LOAD BEARING Z ———— INTERIOR WALLS. ALL EXTERIOR WALLS ————————————————————————————--————— ARE LOAD BEARINGcli C/) _j Z> Z Z Z 0 L'i 0: < ——— ——— — ——— —- — — — ——— —— — — — — — — — — — V) JU - -71 n M a 0- INDIC:ATE6 GALV. 16 GA. X 1 1/4" STRAP F ———————————————————————————— 0 < LL FROM BEAM 0� Z :2 1, q Ci / 1 0 _j D C:R055 BRACING FROM BOTTOM OF WALL TO RIDGE j < = Z Z Z ABOVE v; T' —————————- PLA E TO TOP OF UJALL PLATE. 1�4—— 0 X 71 s NEAR DOORS AND WINDOWS, LAP HEADERS 0 _Qj W W Z M I— < 60 X-BRACING ANGLE 15 AS CLOSE TO W M R 0 Li 45 DEGREES AS POSSIBLE, BUT NOT LESS L U Z 0 (e) A) THAN, roO DEGREES FROM THE HORIZONTAL. WHERE LESS THAN (20 DEGREES AND AT 2X4'9 0 Irol < 0 0 O.C.,KNEE JU Z En ., S 0 Z L,4 W 1, 3:: Z ALL 15UILDING CORNERS WITHOUT METAL 2X� COLLAR BEAMS WALL 11--——— ——— - LL - —— —— — — - _j W '0161, < (A 0 'M In Z Z STRAPS, USE 15/32" STRUCTURAL GRADE 2X6 RAFTERS Z OOD. USE c5cl NAILS 0 4" O.C. 10 Ci lop (3)2X815 CONT. SEE REAP,BUILDING ELEVATION 19 PLYW 0 _j X X FOR LINTELS AND SUPPORTING 0 fro,, O.C.(101) V) En a. a- X FROM KNEE ———————— 'M Z W V) IL FOR :;EDGE NAILING AND 12" O.C. FOR STUDS TH15 WALL .E WALL UP TO 7- IX M D ALL INTERMEDIATE NAILING RIDGE,TYPICAL ----------- EACH SIDE i- Lj —————————— T———7 Z < _j Z <— — ———— — — — — — -- — —— —— —— _j FRAMING _j > 0 DASA-{ LINE INDICATES ROOF FF TYPICAL (2) 2X8 RIDGE AM Y 0 X A DORMERS AT C, CENTER LINE INDICATES BEAMS BELOW C4 A /3 ROOFBONUS ROOM. ( SEE STUD NOTE (g� BELOW) LU f- ILL 7 __j N (2)2X8 RAFTERS j I O INDICATES THE NUMBER OF STUDS ———— TO Pzcr=ivr= RIDGE V BEAM AT DORMER I I I X X W 7, UNDE IR BEAM ABOVE. NOTE X! _C11 IF NUMBER OF STUDS AT BEAM ENDS UJI C141 0� C-A 2X4'5 6 fro" 0 1 2X4'5 6 fro" 2X4'S 0 holl ARE NOT INDICATED, USE (2) STUDS. LU O.C. E -ZC11 (2)2XS'S f__ , <_ I I O.C.,KNEE O.C.,KNEE LL WALL WALL NOTE,BUILD THIS PORTION WALL UNLESS NOTED OTHERWISE, ALL INTERIOR OF ROOF OVER PLYWOOD 01 4M 'D SHEATHING AND ROOF RAFTERS 0 0 X DOOR AND WALL OPENINGS IN LOAD CUT OPENING IN SHEATHING X - " �p " e FOR ATTIC VENTILATION BEARING WALLS SHALL HAVE (2) 2XIO G W C4 0 1 - LU 2XI2 RAFTERS LINTEL WITH DOUBLE STUDS AT EACH (2) 13/4"X9 114" 1B . 0 -L FEND (TYPICAL). TO RIDGE GANG LAM LVL'S. 6 Iro" O.C.(20') 2XI2 RAFTERS ABOVE LINT E' I RIDGE BEAM ff ID I(o O.C.(20') (y 1 (2)2XIO'6 Rlr-I>GE BEAM - - 7'� 1 11.1 (2)2XIC'S RIDGE BEA!-1 Z 'Ic——————————————— j 0 1-- p ——————----- ———— ——————— N� I —I—- X UNLESS NOTED OTHERWISE, ALL EXTERIOR A 17- (2)2X8 RAFTERS T C4 NOTE BUILD THIS PORTION (Y TO RIDGE OF f�60F OVER PLYWOOD TO RIDGE TO RIr_>C-,E F OPEN TO BELOW ABOVE ABOVE TO RECEIVE RIDGE 113 DOOR AND WINDOW OPENINGS SHALL HAVE A N%, 7 *1 1 / / SHEATHING AND ROOF RAFTERS j_-RS o'5 TOP AND BOTTOM. BEAM AT DORMER X -1 X CUT OPENING IN SHEATHING (2) 2X10'6 WITH 2xr A FOR ATTIC VENTILATION . . d 0 11 1 2Xro RAFTERS USE (2) STUDS AT LINTEL ENDS UNLESS To R I a Q) Q ff - I I ID fro,, O.C. (121) IDC ZE ABOVE 'ATT'r ACCESS OTHERWISE NOTED (2)2XI015 22"XU PANel� 4 = XII I Q0 � X pool= OVERHANG FROM FACE OF STUD TO L Cq FAC:E OF TRIMMER (SEE WALL SECTION) (2) 1 3/4"X9 114" ,/",7,7,7, 2XI0 RIDGE BEAM GANG LAM LVL'S. 15 11-11 1/4" UNLESS OTHERWISE NOTED ——————— ———---—————-- _T--————-T__ 71 Fi AsoIDGE MAT 'RIAL SPECS d) Z4 VE/ ff LAMINATED VENEER LUMBER GANG LAM LVL, V, 2X6 RAFTERS 2X8 RAFTER$ LLI 1 6 _T \—OPENITC BELOW __� SHAL.L. BE BY LOUISIANA-PACIFIC OF 2X4'S 6 16" U_ X Or-,KNEE 11.1 W WILMINGTON, NG (000-939 c3lOr-7) OR 0 LU APPROVED EQUAL SUPPLIER WALL (2)2XI2'S �jgj INZ — — X tu IL W FRO:FERTIE5 SHALL MEET OR EXCEED: Fb = 3100 pal > FU Fv = 21BO F51 — — — — —— — — :N 1�) IL) X ———————————— —————————————— XW4 X E = 2,000,000 Pal C4 C4 W ('4 :1 Z, FROM BEAM LU �(3 LLI X �ow Hj '0 ABOVE C14 I-- -f- C4 ABOVE U_ ,.j L I - NOTE, BUILD THIS PORTION ------ —- CONNECTORS INDICATED ARE MANUFACTURED — — —— ——— — — — — — — — — —— -- — — -i %� ) — X ca \0 NOTE, BUILD THIS PORTION OF ROOF OVER PLYWOOD BY THE SIM SON STRONG-TIE COMPANY, INC, X OF ROOF OvER PLYWOOD SHEATHING AND ROOF RAFTERS X' -\D C14 0 X SAN L-EANDRO, CALIFORNIA 1.�45'11 SHEATHING AND ROOF RAFTERS CUT OPENING IN SHEATHING IL——————————————————————————————————————— CUT OPENING IN SHEATHING FOR ATTIC VENTILATION FORATTIC VENTILATION TO RIDGE TO RIDGE 141BOVE ABOVE / 2 11 (2)2xa (2)2xvs) (2) LIS _(2)2XI (2)2X816 (2)2XV6 2)2XV5 Copyrighted C Donald A.Gardner Architects, Inc. 2X6 RAFTERS 71 7'1 IU and/or Donald A.Gardner,Inc. V V, O.C.(109 2X& RAFTERS REG # 312801 'A lou W 1(011 O.C. (101) -A It's a violation of the Federal Cot3yri6ht Act to copy these plans.The federal ff-� ,la W LU W, copyright statute providesI-- Q GI g 0 for moneiaty'damages for each Infringement X LL of cop 212 RAFTERS yrldh't from$250 up10�$l 50,000. X X f- A C'4 � RAFTERS ID W_ Ily Iroll O.C. (101) 2X(o RAF CD Permission to construct.th6 b0diq6 depicted In the drawings is expressly NOTCH RAFTERS W, 0-6. (a.) AT OVERHANG X, conditioned on th'a full and timely payment of all fees otherwise due X X N C14 V Donald A.Gardner Architects,Inc;and/or Donald A.'Gardner,Inc,These plans I— — — — — — _11 / OPEN T BELOW::�, can be used to construct Q_kE house only and the license.0A/VtQ1 be — — — — - - CD transfetred'.'Se��Iodd3tlonal 11cenilng 14trns on.the I�ackaging. L NI This copyright notice s capyrlght mahogeime'ritInformati6n"under the CM i Digital Millennium Copyright Act,and Donald A,Gardner Architects,,Ino.and/or _j Donald A.Gardner,Inc.requleos Its Inclusion on all copies to discourage and Z' 2Xro CLC.jS:T'S. police copyright Infringement.Unauthorized reproduction or usage of these 10 fro" O-C. (101) 0 TYPICAL. (2) documents or removal of the notification Is subject to prosecution. ,... _rc x, .x,. m,...,•n_ -_ ..4..T . . . .. w.. 4.. .,w Ns , ., u..,.. . i I �Q / FRONT DORMERS W- U. 16 2 - p p Cd X 41 " e E _j W C) 0 L/- - - -------- — — —— — —— —— —— — — — — ——— — —— - -1,j 10, -j OD 0 in ADJ.SHELVES C14 _J LO - t)_ - - I------- - - -- - - -- --- -- - - --- -- \ I n -------------------------------------------------------- ------------------------ @ I BUILT UP MANTEL 7 -7 7 \7 7 V > (D V V \v \v Z M REF. 10 of- SLATE SURROUND 1 -1 1 W 0 D P V V V P D W Yo W 36 METAL '06 co CC a: FIREPLACE Jwk. 0 0 Q % CM TE HEARTH 0 JR00F AND CEILING &TRUCTUfRAL FLAN 114 11-011 4 0 1131 GREAT ROOM KITCHEN SEE GENERAL NOTES THIS DRAWING 1,1 00 FOR LOAD BEARING STUD LOCATIONS 09 �A, 00 FE53P 2 2 X 0 LL1 Cal > -iHT LIC LIGHT LIGHT LIGHT LIC LIGHT OD L \ \ \ = 0 1, 2 a: V I V I MICROWAVE LAUNDRY /1/4 OR 1/4 IRROR 1/4 MIRROR 1/4111 MIRROR \PANTRY AND WOOD SINK 61w, Q 0 2 _5 C4 /SINK SINK 2 SINK SINK 2 UNIT SINK -1 SINK r ID V D V Fw:;�r T STOVE 2 P rl 04 // / 1\ // I I WA$HE X < SPACE 12 0 4— 4- 0 M. t;�,KITCHEN KITCHEN KITCI-ISN UTILITY UTILITY 5ATH *3 FWDR. ROOM 5AT44 02 0 K U) 0 0 (P INTERIOR ELEVATIONS 114" . -01, ff F "E pill,, 2 17 1 t A ff W �ry V) 0 f— 0 =3 Z I f- 0 ; \4 (P =3 DO NOT SCALE DRAWINGS. Qj COPYRIGHT @ 7/13/93 ALL RIGHTS RESERVED BY DONALD A. GARIDNER, ARCHITECT, INC. wNOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION Visit www.DAGmarketplace-com for information on interior and exterior products for your home! e> ..�� _t4 ,,,,*,"""•a; oori:n ••x�6y",�•�'"a�'°�""'�,��.�;,�,�.a�",a ,,, °':'." ",,xm,=-"'�i�'`,�tiz➢txute`,��Pk6�,a'a`X�x.p�:s�,�`.rz'1�'rN'��*_��`,�s�r�S�'s�w ��"'G+;.+�s,��N''•," ..e..,-^��"�_'�,,.�,rJrc�-�v�.roEez,..n'x�a+s:�`�'y`�i,<'�u�,u.^r'..'��-i<.�?'Yi"�.�.�,,+„,.�-r.a,,,,,:=:�•%_fiad,�P�.mrroit^�p.�,ax�f,�u'.,��zz�;'Y�.�'&���;i.�asfyrar°zy�,"�2zr.�x�l,".aS.a>t,wN.,-�>ssa gy?.m x..: �.+;r,adt. ➢w��:Ej n 09 1,g PIZ g y ! � II, .atee+ � , � z 9j I'�RG.,.n,..I.�N... IA MILLWORKS M-"--W-1 16 , AM Engineered Floors ---------- Refresh your homeWithbeautiful new floors. 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And plays well and Long-lasting meet numerous UV-res;stant The icing on your home Or,)en and shut case ro u c § -with other styles, too. beauty on every level. shades of I want that." exterior cake. ENNE00i TIV U11 01dM Mix, match arid play with the siding and accents shown above. Use our virtual design tool atH0MeVm"'4ayByRoya1.co Siding Decking Trim & Mouldings Shake & Shingles Soffit Siding Accessories Shutters Mounts & "Vents Oc 2016 Royal Building Products 0� 2016 Donald A,Gardner Architects