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Home My WebLink About34175-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34510 Date: 08/23/10 THIS CERTIFIES that the building NEW DWELLING Location of Property: 155 THREE WATERS LA ORIENT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 15 Block 7 Lot 14 Subdivision Filed Map No_ Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 15, 2008 pursuant to which Building Permit No. 34175-Z dated SEPTEMBER 19, 2008 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 FRONT AND REAR DECKS, SCREENED PORCH AND ATTACHED ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to JOSEPH & PATRICIA WALDVOGEL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0107 08/12/10 ELECTRICAL CERTIFICATE NO_ 11088 05/07/10 PLUMBERS CERTIFICATION DATED 08/09/10 DINIZIO PLUMBING c A th 'rize Sign ure Rev. 1/81 j FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34175 Z Date SEPTEMBER 19, 2008 Permission is hereby granted to: JOSEPH WALDVOGEL 7616 CURRIER RD LOUDON, 03307 for NEW SINGLE FAMILY DWELLING 441X73 ' INCLUDING REAR DECK AND REAR PORCH AS APPLIED FOR. ( TWO STORY) at premises located at 155 THREE WATERS LA ORIENT County Tax Map No. 473889 Section 015 Block 0007 Lot No. 014 pursuant to application dated SEPTEMBER 15, 2008 and approved by the Building Inspector to expire on MARCH 19, 2010 . Fee $ 1, 948 .40 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT AUG 12 2010 TOWN HALLiR 765-1802 . BLDG.DEPT. APPLICATION FOR CERTIFICATE OF OCCUPANCY TOWN OF SOUTHOLD This application must be filled in by typewriter or ink and submitted to the Building Department with the following: .A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. .2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation'from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.. S. 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. �3. For existing.buildings"(prior.to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey'of property.showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and-consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the.Building Inspector shall state the reasons therefor in writing to the applicant.* C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25,00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy-on Pre,existirig Building' $100.00 3. - Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: ✓ iOld or Pre-existing Building: (check one) , Location.ofProperty: S �1rC Y\ e V� House No. Street Hamlet Owner or Owners of Property:..,, -Suffolk County Tax Map No 1.000, Section /© 0 d Block. S� " Lot .0 -7 Subdivision Filed Map. Lot: Permit No. (D Date of Permit. 7� Applicant: I pp �O Se��'1 T �Y'L C' Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: .Temporary Certificate Final Certificate: (check one) Fee Submitted: $ L �� Applicant Signature `y' � r ri::' +n'7r..'T .s; `',.• { s,..-°. a ._, dTM":'x ax" f r, v.. n., ti ups,'' "*F'91KI C v a s rs 3 Yea SUFFOLK BUREAU of ELECTRICAL INSPECT0RS, inc:. `- 40'Nottingham Drive, Middle Island, NY 11953 4t Telephone:631 495 8136 Fax:631 980 6455 E-Mail: SBEIGS@gmaii.com. to �k- CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Hildebrandt Electric Certificate No.: 11088 r; Rough In Inspection Date: Sep 04, 2009 Final Inspection Date: May 07, 2010 Application No.: 11088 Building Permit No.: 34175 . ;µ County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment andtor , work described below, installed by the applicant named above, located at the premise of and not after the final i inspection date above: i Owner: Pat and Toe Waldvogel Site Location: 155 Three Waters Lane, Orient, NY 11957 # Owner's Address (if different): 0 Residential Indoor 41 Basement Service El Shed i Commercial F7 Outdoor First Floor 0 Pool E]Hottub ,. New D Renovation 0 Second Floor 0 Attic Garage Addition 0 Survey Other: INVENTORY La Single Phase Heat oil - Duplex Recpt 52 Ceiling Fixture 7 HID Fixtures i Three Phase Hot Water GFCI Recpt 9 Wall Fixture i20 Smoke r-- r Main Panel AC Cond Single Recpt Recessed Fixture 20 j CO Detect s Sub Panel AC Blower Range Recpt 1 Flourescent 10 Smoke CO Combo 6 Transformer Appliances dw Dryer Recpt 1 Emergency Time Clock pr Disconnect Switches 25 Twist Lock Exit Fixtures Pumps i GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 1 Other Equipment:16 dimmers The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Hildebrandt Electric License No.: Inspected By: Roger Richert Date Of Certificate: May 18 , 2010 Signature: •� ,�f, SO&P Town Hall Annex ~O l0 Telephone(631).76571802 54375 Main Road Fax(63 I)7G5-9502 P.O.Box 1179 Southold,New York 11971-0959 7 r1h' �Q COUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 7`�►:7!�,2, Owner:j Y, LJ a id lJE gf (Please print) Plumber:,,C) inJ Zi c� Di J 7(`c�{1 (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. lead. bers Signature) Sworn to before me this L day of A v\ S f 2010 CONNIE D.BUNCH ; Notary Public State of New York No.O1bU6185050 Qualified in Suffolk County Commission Expires April 14, 0 ��— Notary Public, County �7�-�e �aOF SOUIyo �o ��courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ -FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �� INSPECTOR OF SOUTyOI / � o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]7UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: jv O 3Zo DATES INSPECTOR �� OF SOUTyO courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [/ INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION [ ]T N 2ND INSULATION [ ] FRAMING / STRAPPING [ ]. FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 1&ai� Az sag 4 DATE `� INSPECTOR SO(/r�o H O �oly0 M%N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ IF DATIONFNEY [ ] INSULATION [ FRAMIN /t [ ] FINAL [ ] FIREPLACE [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR j l ho�a0f SOUjyOlo 75-z- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST "'ROUGH PLOG. [ ] FOUNDATION 2ND [ ]_INSULATION '�4JRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: _ c DATE s® � INSPECTOR A ho�aDE SO7 Ujyolo ��y00UNT 1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ " NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 5�4):e� n oe, .� DATE INSPECTOR so(/l�, �o� ono coUMV,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTA T CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r REMARK Zl he; ` c : 'L _cz�� all- G DATE �_O A@ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSU [ ] FRAMING / STRAPPING [ FIN L [ ] FIREPLACE & CHIMNEY [ ] FIRE TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: a a✓/7; DATE —INSPECTOR �� y0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [. ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: b?64 A&-.4�- DATE Zl- (2 INSPECTOR 3z-))7S CHARLES M . THOMAS , R.A. PO Box B77 JAMESPORT, NY 1 1 947 OFF/cE (63 1) 727-7993 FAx (63 1 ) 727-8033 September 19, 2008 Building Department Town of Southold One Independence Hill Southold, N.Y. 11971 Re: Proposed Waldvogel Residence Three Waters Lane Orient Dear Southold Building Department, This letter shall serve to certify that I have provided for_adequate site drainage design on the above referenced property. It is 2 pre cast dry well-of-8&ame 6Q0 'deep will be provided one each in the front and rear yard Please call the office with any questionsyor,,coneerns t,(631)c72�7,J93. Thank you. F:Y d-U Q a ` harl s'�I� as, F SEP 1920 T iDG. DEPT. Wes'QF :�JTF QLD COlYMNTS w FIELD INSPECTION REPORT DATE yyb�� FOUNDATION(1ST) --=----------=---------- . FOUNDATION (2ND) o Un ' H ROUGH FRAMING PLUNIRING r V. INSULATION PER N. Y. — -- y STATE ENERGY CODE IwLn� Ac 1,r d FINALy�f r G ADDITIONAL MMENTS i v CO K 0 z z 4. 0 o ©d o � �3 J� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following efore applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board roval FAX: (631) 765-9502 3r, Survey SoutholdTown.NorthFork.net PERMIT NO. "t J Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20� 0 +,-, + Storm-Water Assessment Form Contact: / Approved ��20� s[P Mail to: 1191 il,e��{r�/l y ry2 r Disapproved a/c BLDG. DEPT % -� �y p L WN F BUT.foLn Phone: �,r2 Expiration 20`y - -- Building Inspector AUG ' R APPLICATION FOR BUILDING PERMIT _ Date ( i� J , 20jA INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adj oiriing premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so over 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 tors on pre s and in building for necessary inspections. C) (Signature of applicant or name,if a corporation) O T ;1- 6 1-1 A) C 0 ,nl S 21yEtz_N EAr>. A> Y !l qo/ (Mailing address of applicant) State whether applicant is owner, lessee, ageoarchitect, gineer, general contractor, electrician, plumber or builder (L -FE c.I Nam e.of owner of premises �JO ?A 1?\ C-1 W A L 7 ) 0 (!) E e.... r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. / Electricians License No. Other Trade's License No. 1. Location of land on w ich proposed work will be done: _�� `� / �%l�✓ � '�mix,c,�� House Number Streer Hamlet County P Tax Ma No..1000 Section ' Block Lot ' Subdivision 0it►E 11/ i 6 R 7`1 S E: Filed Map No. 2 Lot �/- 2. State existing use and occupancy of premiss and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S �. 3. -Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I d d + Fee (To be paid on filing this application). 5. If dwelling, number of dwelling units 'J, .Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify-nature:andr.extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories p Depth 9. Size of lot: Front Q Rear/ 7, De th 0 � 10. Date of Purchase Name of Former Owner 11. Zone or use district-in which premises are situated 65 ( I t IJ 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 W A L D G 0 V C I— Address Phone V S0 7 5 3 J �� Name of Architecte-,� 0 L K i �k o/"1 fA S Address /L; y erg C c��. Phone No 7 Z-7 9 q 7) _ - Name of Contractor �I-• (1, Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO L/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any'covenants and restrictions with respect to this property? * YES NO t/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Ibeing duly swo _ d says that(s)he is the applicant (Name of individual signing con act) above named, ' CONNIE D.BUNCH Notary Public State of New York (S)He is the c No.O1 C.. 1-5050 (Contractor,Agent, Corporate Of 1 .ommiSSion Expires April of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi �� day of� 20_b� Notary Public Signature of Applic t 3UILDING PERMIT EXA117INER CHECKLIST *Date Submitted: �'110 �'� *Date Reviewed;/� W //�� A/ e/ licaut: l�l'1 l i1.m Owner:J / �rchitect/Eugiueer: U Estimated Cost: 3CTM# 1000- �Subdivision: Zone: Confortniag?a(') 'ro ert Address: r I 1 p Y �� —I lA J"k�� City: Q.r/ lit � Pre COs. 3uilding Permits (Open/Expired): BP -Z/C/o Z- Info: BP -Z/C/o Z- , Info: IP -Z/C/o Z- Info: BP -Z/C/o Z- , Info: BP -Z/C/0 Z- ,Info Tingle& Separate Search Required?,Pr N Deterrhinatiou: �. ZEQ. Lot Siz : 600 ACT. Lot Size: ��Q �`7 REQ. Lot Cov.cWACT. Lot Cov. d tEQ. Fron ACT. Fronts REQ Side / _ ACT. Side REQ. Rear PROP. Rear tEQ. Height . ACT. Height 3roject Description: ( -i r Naterfrout? Y or 5 1 :f yes, ii,ater body. Panel#�1 ( Flood Zone: Rullchead/Bluff Distance: WDITIONAL APPROVALS RE QUIRED a �J)uffolkCouutyUealth: Y orN - If yes, *Bed#: *Date: �[I_ *Permit#: i�l�G`ZU!'f77 Town Septic: 1- 1 - If no, certification required: Y or N Received: Y or N By: qYS DEC: PRE-DEC 9w75 Y or Date: _/_/_ Permit #: or NJ Letter — Notes: iouthold Trustees: Y orD Date: / / Permit /i: or NJ Letter — Notes: iouthold ZBA: Y orO Date: / /_ Permit #: — Notes: Southold Planning: Y oroDate: /_/ Permit #: — Notes: town Landmark C of A: Y TE: / /_ * S CODE Compliance (page 2): Y or N Notes Y�QQ,� Shol.1)),op kolm Niql-de— ado ' wz Fee Structure: Calculation: p� Foundation: fp I.3 SF 1. ( �_f6?,-O SF)- 550 SF)= SF X $ "40_$_ 7 gi L/ First Floor: SF + Initial Fee: $ 40-0 00 Second Floor: 2EC, �SF + Additional Fee ( �: $ Other: SF 2. ( SF)- LSF)= SF X $ =$ Total: I SF + Initial Fee: $ + Additional Fee $� r, " l TOTAL: $ I ` r NEW YORK STATE CODE COMPLIANCE CTIECIMIST CLIMATIC/GEOGRA$HIC DESIGN CRITERIA: Ground Snow Load; 45 Wind Speed: 12OMPH Seistnic Desigl-Category: B v Weathering: Severe c/ Frost Depth; 36" T' ermite; M-H ' Decay: S-M Design Temp; 11 -lee Shield Uncerlay; YES 'y Flood Hazards: T a USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: V DESIGN CRITERIA: ENGINEERED/P T FULL FRAMING DESIGN ELEMENTS.- N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF RAFTERS: Y(N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS9 0I ,E YI/N DEAD:�I�I SNO\�-Q/N SEISMIC ' N ��iTIND Z" N WIIqDOW AND DOOR SCHEDULE: MISSLE TEST { UIREN1ENTS:9/N EGRESS 5.7 '.FN b LIGHT 8%: /N VENT 4%-f nN NAILING/CONSTRUCTION SCHEDULE: I MEANS OF EGRESS: 'rN PLUMBING RISER DIAGRAM.k LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Q/N CERTMICATION: Y/N ENERGY CALLS:(2,/N TOTAL COMPLIENCEf (RETURN TO PAGE ONE) dasUFFQ� Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSME NT FORM s PROPERTY LOCATION: S.C.T.M.M f THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A / 0 00 15 j P7 1 Q STORM-WATER,GRADING, DRAINAGE AND EROSION CONTROL PLAN District section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. ---------------------------------------------------- Item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No ------------------------------------------- - -------- Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? �� ❑ (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! — 3 Will th!s.P�oject Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? — 4. Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of ❑ J Five Thousand(5,000)Square Feet of Ground Surface? = 5 Is there a Natural Water Course Running through the Site? ❑ Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? —/ 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of-way? — $ Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of ❑ any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ / NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ---------------------------------------------------- EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! _.--------------------------------------------------- STATE OF NEW PORK, CONNIE D.BUNCH COUNTY OF.... �.........O Notary Public State of New York .........�..... SS No.01bU6185050 �e,� S Qualified in Suffolk Coun ! That I. ..............4...... ..............J! .�A................... betlig duly sworn, deposes and s L!l►i►Ag�h@fl i4pueSl{Apf0)JM" twemut, (Name of individual signincumeni) And that lie/she.is die .. .. . ................................ (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner of Owner's,and is duly auUiorjzed to perform or-have performed the said work and to make and file dhjs application; that all statenients contained in this application are true to die best of his knowledge and belief;and that die work will be performed in die manner set forth in die application filed vide. Sworn to before me dais; K44- ............................................... day of.............. ........ .204 Notary Public: �``� .... ..........�. ..... .........,..................... .,...,................,., (Signature of Applicant) FORM - 06107 OJECT LOCATION LAM BLAND SOUND TO LEGEND: r-N EXISTING WATER SUPPLY WELL � SEPTIC LEACHING SEWER FROM TANK POOL LINE EXISTING SEPTIC SYSTEM r ` BUILDING WITH CELLAR 10, 10, --- O PROPOSED WATER SUPPLY WELL z W BUILDING ON SLAB 5' 10' \=- WATER SERVICE LINE 10, to, to, °° PROPOSED 1,000 GAL. SEPTIC TANK z SURFACE WATER '15, Im, 50' PUBLIC WATER WELL 200, 200, 50' PROPOSED 8' 0 LEACHING POOL Q PRIVATE WELL AS SHOWN HEREON _ Z STORM DRAINS 10, 10, 10' I`� � FUTURE 8' 0 LEAGNG POOL W PROPERTY LINES 5' 5' 10, V 'V SWIMMING POOL - IN GROUND 20, 5' 5' PROPOSED SANITARY LINE 1� OL A U TOP OF EMBANKMENT OR 2 W STEEP SLOPE 25' 25' 25' PROPOSED 1" 0 WATER SERVICE MINIMUM HORIZ. SEPARATION DISTANCES SITE DATA: O ORIENT POINT O +z- p- GARDINER'S BAY �vl US SCCSCO�HS REFERENCE 1RENCE NO RO-9W-OW > Q1=NCsMEER'S JOB tom. 251-02 2 LOCATION MAP �� CsROUNDWATER MANAGEMENT ZONE vi SEPTIC COVER 225' TO PROPO ED WELL Noma �UNTYDEPARTMENT OF HEALTH SERVICES PUBLIC WATER AVAILABILITY NONE _.1 258 tH WATERS LA aC TAX MAP NO. 1000-15-01-u i ORIENT, `r' �iVli'1'F'QZ APPROVAL®F Cl3i�'S�'RUL'I`I®N FOR A SITE AREA 038n ACRES DWELLING 6INOLE FAM-11L�' RESIDENCE ONLY DWELLING FOOTPRINT IAm08 SQFT. N SEPTIC DWELLMG AIWA I'bm SGtFT. LOT 148 •' D� `� y'/0'/ S REF O, No.of BEDROOMS THREE (3) f ` DEBRA SHIME � 100 PLUM ISLAND LA. ��43 APP VED ^ 4itl SURVEY DATA: oRiENT,NY IIS51 F I�IAXIMU OF BEDRO` MS Q J I I SURVEY OF LOT 4 BY DANIEL P. JEOLIGKA � PPIRES TPRU YEARS FROM DATE OF APPROVAL MAP OF ORIENT BY THE SEA � �on/lure ooW 114. SECTION I IP = WELL �t �y SITUATE AT ORIENT POINT .,_ ,...,.,.., 1500 W TOWN OF SOUTHOLD NAYLOR ENGNEERING,P.C. N - - - - - - - 41 S88'S7_40" W LOT 1 SUFFOLK COUNTY N.Y. a Lone ro�a wow VACANT Lem rar.wu,N..Yorkirni-wa +- 0 i PRPOWD WELL LOCATED TER L u FILE MAP NO. 2111 FILED II/21/1951 W 0 95'FROM PROPERTY LINES aERVIGE - - ru �9�� r��u s�-zees rf.w 146.8 (K w 3� DRI1/E�;:A 45�' 0 `� WE APPROVED IN ACCORDANCE WITH BOARD OF J2� 0 1413 1 •raviw UW i o ';' IF& ETERMINATION DATED ��19 v7 -416 o',rtw Rd 1d"°9' REAR YARD EL 13.5' �V I S I Lc cI- ,New Wop"m pydi ° SETBACK = I J- srrw rvcNw. oe.i _ 1363' 115'— O n 2,' DWELLING SEPTIC p 2- �' ' LOT 6 r603)2663) ee-SB W rs.0 W 'niula 3 Y.., r ui DWELLINGrras�ns-eeio rF.� LOT 149 ° O � "� MARIANNE SELW1'N cv 1158 < 150 THREE WATERS LA. r1w., CROSS SOUND FERRY SERVICES INC. _ 1580 PLUM ISLAND LA. eNI AREA = lbk24.13 p 0 6jORIENT,NYII 9 1_ •-..._- _ ,,,SEC ATTACHLf3 SC�>=CIAL CONDI7'lONORIENT,NY 11951 �Q I EL 13.5' � 2 93 EL t35'1 -i GRADING PLAN AND/OR PLOT PLAN!Lu SEPTIC�>�OVER 214' TO PROPOSED WELL C N88°57 4m'W_ _-- _ -- ♦ 10000 Q /_� V •� r M= f SEPTIC n/ 205' DWELLING 13m-1 i .: WELL I I I LOT 2 i {— LOT 5 .� STEPHEN MACIURA JR I DUJELLINGs 112' DWELLING 240 PARKVIEW LA. LOT 3 ROBERT AUGUSTINE ORIENT,NY 11951 I 50 THREE WATERS LA + �.. I ELSIE D.KOPACK REVOCABLE LIVING TRUST ORIENT,NY 11951 JWN �� 338-01 STEPHEN KOPACK REVOCABLE LIVING TRUST DAJ I'- 40-00. 55 THREE WATERS LA. JWN 01 of 02 ORIENT,NY 11951 t NOTES p� 1. ALL SEWER PIPE SHALL BE ASM JOJ4,SUR 35 PVC,UNI-BELL,JM'GRAVITY SEWER`OR l 1 f APPROVED EQUAL, UNLESS STRICTER REQUIREMENTS ARE STIPULATED FOR SPECIAL 9' 9' 9" .D. 9' CONDITIONS. INSTALL MTN PIPE BELL AT UPSTREAM(HIGHER)END OF PIPR. UNDERGROUND MARKER TAPE,6'WIDE.0..0074R'7HIOr UNDERGROUND MARKER TAFE 6'WIDE,D.O4'THICK 1'1 I MIN. CAU IXN EBI'�lfaEED SEWER LINE BB.OWP,INSiALLEO pC�AU>aN TYPE.BLUE WATER LINE BELOMf,INSTAL LE OR VAIN THE W 2 FAMILY COMPLYRESIDENCES DATED 1 COUNTY 3 STANDARDS55,EXCEPT WHEREESPECIFICALLY PROVIDED FOR OTHERWISE w j 18'BELOW GRADE(SETON NAMEPLATE CO.CATALOG 18"BELOW GRADE(SETON NAMEPLATE CO.CATALOG ON THESE PLANS. ^ V N0.37228). NO.37230). ALL PIPE ` , 0 7RENCHES. y y�ry, `• J. PROVIDE LACOMPACT TO 95X MODIFIED PRSS 11 HAUNCHING AND CLASS IOCTOR DENSITY.IN BACKFILL PER NI a"MAX.M .uFTS.ECS N BACKFlLL ci Z Z \ ASPHALT PAVEMENT PER TOWN STANDARDS g \ ASPHALT PAVEMENT PER TOM STANDARDS REMAINDER OF TRENCH TO SOX DENSITY IN UNPAVED AREAS AND TO 95X IN PAVED AREAS. Q w �-• \ S \ 4. ALL TANKS,POOLS AND COVERS SHALL 8E DESIGNED FOR H-20 WHELL LOADINGS. 94EETNG AS REQUIRED SHEETING AS REQUIRED m 8 FINAL BACKFTLL COMPACT 90R S. CONTRACTOR M DISINFECT ALL WATER UNES INSTALLED UNDER OR AFFECTED BY WORK UNDER o: 7p THIS CONTRACT IN ACCORDANCE WITH AWWA C-651-88 AND APPLICABLE SCOHS/SCWA FINAL BACKFILL. COMPACT 14 SOX t ` IN LB IN AILPAV COMENT AREAS) STANDARDS. CONTRACTOR SHALL ARRANGE FOR BACTERIOLOGICAL ANALYSIS OF WATER Zul y \ (TO 95%IN PAVEMENT AREAS) a ( SAMPLES(GENERALLY ONE SAMPLE PER 1,000 LF OR PORTION THEREOF)AT LOCATIONS u c F / o �I SPECIFIED BY THE SCDHS. O \ f--TRENCH WALLS MAY BE SLOPED o \ TRENCH WALLS MAY BE SLOPED O ABOVE TOP OF PIPE,AT CONTRACTOR'S ABOVE'T0P OF PIPE,AT CONTRACTOR'S 6. ALL PIPE AND FITTINGS(OF ALL TYPES)INSTALLED UNDER THIS CONTRACT SHALL BE PRES- I S \ / LICABLE OPTION. \ OPTION' SUFFO COUNTY DEFT OF HEATH ANDSURE AND LEAKAGE TESTED IN ASIIFFOLK COUNTY WATER AUTFINCE WITH AWWA C600 AS ORI7'Y R AS�EPCUIREIJENTS. -+ L1 7 CONTRACTOR SHALL ARRANGE FOR UTILITY MARKOUTS PRIOR TO COMMENCING ANY WORK AT Q Ir�In 8'WIN.(TIP,) 6"MN.(IYP.) THE SITE ALL MARKOUTS SHALL BE PLOTTED ON RECORD DRAWINGS, a0 -1 VJ 1 W W CLASS 11 INITIAL BACKFILL. COMPACT GLASS II IN171AL BACKFILL. COMPACT a N CLASS 951L INI IAA PROCTOR DENSITY. � TO 95%MOORED PROCTOR DENSITY. 8. PRIOR TO BACCFILUNG.INSTALLED SUBSURFACE STRUCTURES AND MAINS SHALL BE INSPECTED � O O SPRING LINE SPRING LINE AND AUTSIAID AG FOR B HALL BE 07 A REPRESENTATIVE OF THOSE 2) HOURNCIES HAVING IURIADVANCE OF O ACTION. SAID AGENCIES SHALL FLE NOTIFIED AT LEAST SEVENTY-TWO(7Z) HOURS 01 ADVANCE� CLASS H MUNCHING.COMPACTED TO CLASS K MUNCHING.COMPACTED M SCHEDULED BACKRWNG. MIN.95X MODIFIED PROCTOR DENSITY. MN.95%MODIFIED PROCTOR DENSITY. 9. IN CASE OF DISCREPANCY BETWEEN EXISTING CONDITIONS AND THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS,CONTRACTOR SHALL NOTIFY ENGINEER AND REQUEST CLARIFICATIONS SEWER TRENCH & CONNECTION DETAIL WATER SERVICE TRENCH DETAIL COR ONTRACT DOCI)MENTS SHALL BEFORE BE PERMITTED WITHOUING NTH T ANNOAPPROPRIATE CHANGE ORDER PREPK. NO VARIATIONS FROM THE f1 SCALE: NONE SCALE: NONE ARED BY THE ENGINEER.APPROVED BY THE REGULATORY AGENCIES AND SIGNED BY THE o--� OWNER. 1 -7 10. PRECAST CONCRETE SHALL BE 4,000 PSI. SHOP DRAWINGS AND CALCULATIONS TO BE -L L STAMPED BY A PROFESSIONAL ENGINEER.LICENSED IN THE STATE OF NEW YORK,AND ARE TO CONTAIN COMPLETE INFORMATION NECESSARY FOR THE FABRICATION AND INSTAL- - LATON OF THE PRECAST CONCRETE UNITS. It. ALL DATA ON EXISTING CONDITIONS INCLUDING PROPERTY LINES. GRADES,LOCATION OF EXISTING OTILITES,BUILDINGS.TEST BORINGS,EIC.TAKEN FROM SURVEYS(PAPER AND ELEC- TRONIC)AS PREPARED BY DANIEL P.JEDLICIM L.S.(NYS Ur-NO.050098)DATED 06-22-04 ENGINEER HAS RELIED UPON THE ACCURACY OF THIS DATA IN THE PREPARATION OF WATER SUPPLY AND WASTEWATER DISPOSAL SYSTEM DESIGNS FOR THIS PROJECT. 12, CONFIRM ALL PIPE INVERTS AT EXIT FROM STRUCTURE BEFORE PROCEDING WITH INSTALL- LOCKING MANHOLE FRAME AND COVER. "SEWER" TO BE ATON OF SANITARY DISPOSAL SYSTEMS. INSCRIBED ON COVER. CAMBPELL # 1453 OR INSCRIBED ON COVER. CAMBPELL # 1453 ORR 13. THESE DRAWINGS COVER DESIGN AND INSTALLATION OF SANITARY WASTEWATER DISPOSAL SYSTEMS RESIDENCE APPROVED EQUAL.) LOCKING MANHOLE•FRAME AND COVER. "S SEWER" TO BE AND WATER SERVICE FROM WELL TO DW1EWNa WELLDESIGN IS BY OTHER& APPROVED EQUAL.) F.F. ELEVATION T.O.S. ELEV. FIN, GRADE 8" CONCRETE COVER 8" CONCRETE SLAB No. Revision/Ivsue Date �i 20' PIPE yr\` MIN. NAYLOR ENGINE[=RiNCs,PC. BASEMENT \`T\/!C/!�✓� l7®LmC9DJ®®®®' , .rTTHn.•:'r 3 L«V Fond Laoad c o INLET PIPE C7®®®®®®®® Leka Panamoka,Mwu Yark 1196110 -IBZg 1 t7®t8t$D9D�®®® r m INV. IN ELEV. WS-2E60(TeV INV. OUT ELEV. ®®®®O r63U9Z9-1seB (Fax) INV. IN ELEV. o®®®® - ,./ p O®181�®®®L>CItO :,> Y \ neylcr englnm�IngasoapueaTvweom INV. OUT ELEV. 1,000 GALLONS (MIN.) (L I3®==O===®� F FIFV_ DEPTH o."nxb.oa�are, C3 :.. 12.8 0.0' loeephtPaklgalUaldvdaBal MW===mm® `i\ F DARK BROWN SILTY LOAM OL 16w onlyRd 11.9 0.9' Loedon.Nm Waeptihlre03"'? SEPTIC TANK (TYP.) ®®®®®®®® \ dT1N, PdVIeM IWldv s1 BROWN SILT ML � SCALE NONE j / . .,�• :•.. .;�::.;'�;� \ 9.9 2.9 (603)183-4306 (TeU 3' MIN. BOTTOM ELEV.--� r r • PALE BROWN FINE TO COARSE SAND (603)724-05I0 (Fax) G. W. ELEV. v 0.9' AMSL BACKFILL SHALL BE CLEAN ,. \�i �` WITH 10-20% GRAVEL SW SAND AND GRAVEL' 4.9 7.9 ,. m.do "ro.e..,PI.-w.moma rP e. PALE BROWN FINE TO COARSE SAND SW mn o.m Paas a/w b aDq ve.v+ds.a it f0°~'m a"'b aox�,p�9x a.i . mn�omebm�w m'eony IMPERVIOUS SOIL 1.9 10.9 ` a !i �BUT dab d db"Ym�.pri4 � LEACHING POOL (TYP.) 0.9 - 11.9 WATER IN PALE BROWN FINE SCAM, NONE -4 1 16 9 TO COARSE SAND SW pz „q cl Ea cy41 uaad. rn1,e b . Pp/➢�gYla, 8.�w0�w mnNM �b'�p'ry Ms P�bF - H.bh V9 TEST HOLE N.T.S. a a;.a+pavy �cw•V• JEST HOLE BY MCDONAID GEOSCENCE-04/15/2005 NOTE. GROUNDWATER ENCOUNTERED AT 11.9'BELOW EXISTING GRADE \W �W ✓•'�• \ rn RESIDENCE SEPTIC TANK LEACHING POOLSKd •,338-01. LOT NO. I F.F. ELEV.1 INV. TO Fj INV. OUT PIPE SIZE 0 L.F.I INV. IN I T.O. SLA131 GRADE I CHIMNEY INV. OUT PIPE SIZE 0 LF. I No. LP'S DIAM. LF RING INV. IN INV.!OUTI B.O. POOL I T.O. SLAB I T.O. CONE I GRADE ICHIMNEY VLF POOL I SW AREA PIST. TO GW 14 16.00 1 4.97 1 11.03 6" DIA.077.5'+/-1 10.26 1 11.43 12.50 1 1.07' 1 9.76 6" DIA, 0 8'+/-1 2 10' W OOL 9.68 1 NA 1 4.01 1 10.68 1 NA 1 12.35 1 1.67' 12,00' 1 314 S.F. 1 3.1V AJ~ AS SHOW H7,e40 OF 0.*9 Nm JWN H92 of 02 TYPICAL DISPOSAL SYSTEM PROFILE L DETAILS NO PLOT PLAT OF TES:1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM LOT /�T EXISTING ELEVATIONS ARE SHOWN THUS: ta.o 2. REFER TO FILED MAP FOR TEST HOLE DATA. MAP OF 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS. ORIENT BY THE SEA 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7' DEEP CESSPOOL 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ff SIDEWALL AREA. SECTION ONE 2 POOLS; 6' DEEP, 8' dla: PROPOSED EXPANSION POOL FILE No. 2777 FILED NOVEMBER 21, 1957 SITUATE ®PROPOSED LEACHING POOL ORIENT POINT CESSPOOL ®PROPOSED SEPTIC TANK TOWN OF SOUTHOLD Js THE LOCATION OF OBSERVATIONS AND/OR TAD CESSPOOLS SHOWN OBTAINED FROM OTHERS.EON ARE FROM FIELD SUFFOLK COUNTY, NEW YORK a S.C. TAX No. 1000-15-07-14 WELL z WELL SCALE 1"=40' ov AUGUST 8,2008 LOT 43 4 4 DWELLING AREA = 16,625 sq. ff. S 88'5740 E 152.50 z 0.382 ac. �Q ti l O rO �ys� /� 86a' m PROP _L4.2 f c� IV) ypo VI I 0 D 7 Q U O y�WELL �rP I �oU0 o� T WELL "?;F-}`F}:�F} N 2 1 .�::::::::: o Q W :: ::`.::o::•:::•::;:•:;;.: TEST HOLE r T yVt4 F 5("L'TNOLD CESSPOOL 13 3' y Cc/ m CESSPOOL 6 r ..... T2.9 JJ LOT 4O ::.::o::::::: p °0 PROPOSED m� r DRIVEWAY r UNAUiHORRED ALTERATION OR ADDITION V Z tTc RV TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. 55 n COPIES OF THIS SURVEY MAP NOT BEARING :::{4iiiiiiiiir:i::i:�:5:': {::: O THE LAND SURVEYOR'S INKED SEAL OR I .0' O EMBOSSED SEAL SHALL NOT BE CONSIDERED k-44 f .4 72.9 a CERTIFICATIONS INDI m ICATED HEREON SHALL RUN 17.9 ONLY TO THE PERSON FOR WHOM THE SURVEY O O 9 IS PREPARED.AND ON HIS BEHALF TO THE N 8C7 n2 Z �57'4O" W �� 1 80.00' Z TDLE COMPANY, GOVERNMENTAL AGENCY AND DWELLING O LENDING INSMURON USTED HEREON,AND CESSPOOLS J TO THE ASSIGNEES OF THE LENDING INSn- E, 3 00 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE THE p OT O CESSPOOL o rNi 205.0, AND OR I EASNEMENTSRIGHT OF OF RECORDAY IFo / 0 ANY, NOT SHOWN ARE NOT GUARANTEED. m m WELL STAN O IN MI UHED 13Yif11E�111.�. SCtA�N P CL}}IClIHjj,� FOR SUCH'USE�'BT`THE N RK- CESSPOOL TITLE ASSOCTION. t r or, WtLL R'6o p0 WELL 5046 IQ, O4AND N.Y.S. Lic. No. 50467 PARK VIEW LANE Nathan Taft Corwin III Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue P.O. Box 1931 Riverhead, New York 11901 Riverhead, New York 11901-0965 SURVEY OF LOT 4 MAP OF ORIENT BY THE SEA SECTION ONE FILE No. 2777 FILED NOVEMBER 21, 1957 I SITUATE ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK _ S.C. TAX No. 1000-15-07-14 U -k- SCALE 1"=40' AUGUST OCTOBER 24, 20 8 FOUNDATION LOCATION rrW^ y=° v LOT 43 Vl J ^I. AREA = 16,625 sq. ft. 0.382 ac. °ti Q 404 3' S 88°57'40" E 152.50' Q O SET WOOD 0� w 133 STAKE, . 139 1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS:IILQ N 24.8 U 4; ' 0 d 4, 88.5• 73.5 N A W CD 410 2 0 3.4' n O rn m v3.4' O 5.9' m '' 4 O C d V o LOT ® Z O ra m Y' N O N K T/ 1 y�� \ 3 \� z 'vl \r V1 N _-35s-- z .di v LI :122 m 0 Z j 43.9' O <Q� 4 u ,. .. WOOD FENCE 4 Q 1�.t Iw�Ij I o, SET WOOD q f.1 ONCE ::::::.:....................... STAKE 11.9 O SHRUBS SHRUBS SHRUBS UNAUTHORIZED ALTERATION OR ADDITION Z TO THIS SURVEY IS A VIOLATION OF r-a IN88`S7'4O" W 180.00' SECTION 7209 OF THE NEW YORK STATE o o EDUCATION LAW. N N LOT O cI oN COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR m EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND ryv� LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. v THE EXISTENCE OF RIGHTS OF WAY 6pAp AND/OR EASEMENTS OF RECORD, IF R' ANY, NOT SHOWN ARE NOT GUARANTEED. PARK VIEW LANE PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin �� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout r •� • �' f PHONE (631)727-2090 Fax (631)727-1727 SURVEY OF ]L 0 T 4 o MAP OF ORIENT BY THE SEA i NIL� SECTION ONE I M FILE No. 2777 FILED NOVEMBER 21, 1957 W 2' LOT 43 Q SITUATE ORIENT POINT S 88°57'40" E 152.50' TOWN OF SOUTHOLD SET WOOD O ^ STAKE °aa SUFFOLK COUNTY, NEW PORK _ ^ FENCE STOCKADE FENCE ° FENCE ^ O.L.N. S. r� ^ 1.8•E./ 1.4'S. GP:.-:�-:.-::::.-. ::.::.::.:::.::.I�:::::::::�:: .........�.�.WELL ....... N < S.C. TAX No. 1 000- 15-07- 14 rr Y (0 N� 32.5' 42.0' - - p SCALE 1 "=30' 25.3' e °. AUGUST 8, 2008 y0 0 om w & STEPSOOP OCTOBER 24, 2008 FOUNDATION LOCATION JULY 19, 2010 FINAL SURVEY o _ p tJGt�ST W NEW LOCATION OF LEACHING POOL 1 o >:: SUF 'OLK COUNTY DEPARTMENT OF HEALTH SE VICES Z ENCE 3.5 m z o z.z'E. O 4O N o AREA 1 6,625 sq. ft. p ,��a OOD STEPS o �, APPROVAL OF CONSTRUCTED FOR LOT 0.382 ac. Ae�SINGLE FAN 1LY RESIDENCE 4/ fit/ 0 3.5' Ro 5.9' ry�1 AUG C �i pp 11 r/' (r11/� / �- FENCE �k'�y m m .a RJ4t� H.S.Reif.No. AI V-Q I-©Iv 1 V- 5.3'E. 0 0 O 3 c� N D � . v� n " o The sewage disposal and water supply f ellities at this location have been � ' ' m D o Inspocted and/or certified by this Oepartmen or other agencies and found to d r--, wooD A D be satisfactory FOR A MAXIMUM F. BEDROOMS. �/ O p V �- L � STEPS rri _ —35.4_ _ m .a =�o-1 TANK SEPTIC J 12.3' 12.7''V o cn .� STONE DRIVEWAY • ' `"44.3 0 Walter.J.Hilbert,IP i Z C) Office of Wastewater Management WOOD FENCE a FENCE v P FENCE 0.6'N. 1.4'E. v� STOCKADE FENCE �' �' �o p " 1.3N. HEDGE ROW Soo C FENCE ................................................................. E -::::::::::::::::: ::: :::::::: . 3.5'W. .......... 0 J SHRUBS SHRUBS SHRUBS Z STAKE OOD c ° TO THIS SURVEY IS A VIOLATION OF UNAUTHORIZED ALTERATION OR ADDITION N 88,57,40„ W O q : .� CERTIFIED TO: SECTION ION209 OF THE NEW YORK STATE 5a 1 80.00' � 2 a BRIDGEHAMPTON NATIONAL BANK C� O O BRIDGEHAMPTON ABSTRACT LLC THE ILAND ES FSURVEYOR'S INKED SEAL OR THIS SURVEY MAP NOT RING LOT O O Iv ° JOSEPH J. WALDVOGEL EMBOSSED SEAL SHALL NOT BE CONSIDERED C a': a.: TO BE A VALID TRUE COPY. PATRICIA A, WALDVOGEL CERTIFICATIONS INDICATED HEREON SHALL RUN m ONLY TO THE PERSON FOR WHOM THE SURVEY SEPTIC SYSTEM TIE MEASUREMENTS IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND HOUSE HOUSE LENDING INSTITUTION LISTED HEREON, AND CORNER E CORNER© TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. SEPTIC TANK COVER 79' 45' LEACHING POOL COVER 95' 61• N4 THE EXISTENCE OF RIGHTS OF WAY AND/OR OFLEACHING POOL o� ANY, NOT SHOWNTAREE NOTCORD GUARANTEED. COVER 2 96.5' 73' v PREPARED IN ACCORDANCE WITH THE MINIMU ' STANDARDS FOR TITLE SURVEYS AS ESTABL Ep _ Riroo oo FORTHE USE BYN THE PNEWVYORKND j O Nathan T of t Corwin I I I TITLE ASSOCIATION. �� Cod Land Surveyor PA-1FRIK VIEW LANE —' Title Surveys — Subdivisions — Site Plans — Construction Layout SOW I PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lic. No. 50467 Jamespod, New York 11947 Jamesport, New York 11947 28-262C SAFE HARBOR TITLE AGENCY, ]LTD. Title Number SH281375SS 1529 MAIN STREET * PORT JEFFERSON, NY 11777 Application Date 08/28/2008 (631) 473-0800 FAX (631) 473-7685 Report Date 09/04/2008 Underwriter Underwriter Number APPLICANT PREMISES ,Joseph Waldgovel Premises 7616 Currier Road Town of Southold London, NH 03307 County Suffolk Tel(781)853-8091 S/B/L 015.00/07.00/014.000 District 1000 ATTORNEY ATTORNEYSELLER/OWNER Waldgovel BANK ATTORNEY INSURED MORTGAGE COMPANY ESTIMATED CHARGES AMOUNT AND TYPE OF INSURANCE Mortgage Premium Fee Premium Fee Policy Single and Separate Search 400.00 ADDITIONALTO TRANSACTION Charles M.Thomas, RA , 206 Lincoln Street , ^ Riverhead, NY 11901 V ADDITIONAL • - • Survey Instructions: Vp TOTAL PAYABLE TO COMPANY $ 400.00 k Lp 1 0 Mud � SAFE HARBOR TITLE AGENCY,LTD. 1529 MAIN STREET PORT JEFFERSON,NY 11777 VARIANCE SEARCH STATE OF NEW YORK ) TITLE NO. SH281375SS COUNTY OF SUFFOLK ) ss.: Lori Colletti,being duly sworn, deposes and says: That she is over the age of 21 years and that she is Vice President of Safe Harbor Title Agency, Ltd. who has examined title to the Parcels of Land described on the annexed schedule and labeled Parcels: A,B, C,D and E That said examination, made to include 8-11-2008 to determine that no contiguous property was owned by the owner of the property involved since the date of any previously Applicable Zoning Ordinance as of 4-23-1957. And, that this Affidavit is made to assist the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. Liability limited to fee paid. SAFE HARBOR TITLE AGENCY, LTD Sworn to before me this day of S � by Notary Public, State of New York CHRISTINA E.SVOBODA Notary Public,State of New York No.01 SV6168356 Qualified in Suffolk County Commission Expires Title No. SH281375SS PARCEL A: (Subject Premises) ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York,known and designated as Lot No.4 on a certain map entitled, "Map of Orient by the Sea, Section One"filed in the Office of the Clerk of Suffolk County on November 21, 1957 as Map No. 2777. Also known and designated on the Real Property Tax Map as: District: 1000 Section: 015.00 Block: 07.00 Lot: 014.000 PARCEL B: (Adjacent North Lot 43 on the above map. District: 1000 Section: 015.00 Block: 07.00 Lot: 013.000 PARCEL C: (Adjacent South) Lot 3 on the above map. District: 1000 Section: 015.00 Block: 07.00 Lot: 015.000 PARCEL D: (Adjacent West): Lot 149 on Map of Orient by the Sea, Section 2,Map No. 3444 District: 1000 Section: 015.00 Block: 07.00 Lot: 014.000 PARCEL E: (Adjacent East) Three Waters Lane SAFE OR TITLE AGENCY,LTD Sworn to before me this (Z'? day of S�. Notary Public, State of New York CHRISTINA E. SVOI30DA Notary Public, State of New York No.01 S V6168356 Qualified in Suffolk County Commission Expires 6_ ( (_ 2D SH281375SS CHAIN OF TITLE FOR PARCEL A: Deed Edwin H.King and Frances C.King,his wife Dated: 4-15-1957 To Rec'd: 4-22-1957 Woodhollow Properties,Inc. Liber: 4289 Pg: 577 Deed Woohollow Properties,Inc. Dated: 11-8-1963 To Rec'd: 11-14-1963 Gerald J. Callahan and Elinor Callahan,his wife Liber: 5450 Pg: 572 Deed Elinor Callahan, as Surviving Spouse of Gerald J. Callahan,who Dated: 5-30-2001 died a resident of Suffolk County Rec'd: 6-28-2001 To Liber: 12126 Pg: 747 Joseph Waldvogel and Patricia Waldvogel,his wife LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- CHAIN OF TITLE FOR PARCEL B: Deed Edwin H.King and Frances C.King,his wife Dated: 4-15-1957 To Rec'd: 4-22-1957 Woodhollow Properties, Inc. Liber: 4289 Pg: 577 Deed Woodhollow Properties,Inc. Dated: 7-20-1961 To Rec'd: 7-26-1961 Walter Uhl,Inc. Liber: 5022 Pg: 591 PARCEL B CONTINUED: SAFE HARBOR TITLE AGENCY, LTD Sworn to before me this Z'� day of 5" �' � by Notary Public, State of New York CHRISTINA E. SVOBODA Notary Public, State of New York No.01 SV6168356 Qualified In Suffolk County Commission Expires 6_h--? SH281375SS CHAIN OF TITLE FOR PARCEL B CONTINUED: Deed Walter Uhl,Inc. Dated: 11-9-1972 To Rec'd: 11-24-1972 Hiller Kahn and Norma Kahn,his wife Liber: 7289 Pg: 373 LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- CHAIN OF TITLE FOR PARCEL C: Deed Edwin H. King and Frances C.King,his wife Dated: 4-15-1957 To Rec'd: 4-22-1957 Woodhollow Properties,Inc. Liber: 4289 Pg: 577 Deed Woodhollow Properties,Inc. Dated: 12-5-1958 To Rec'd: 12-11-1958 Walter Uhl,Inc. Liber: 4559 Pg: 87 Deed Walter Uhl, Inc. Dated: 7-15-1961 To Rec'd: 7-19-1961 Steven Kopack and Elsie Kopack,his wife Liber: 5019 Pg: 80 Deed Steven Kopack and Elsie Kopack,his wife Dated: 8-20-1998 To Rec'd: 7-19-1998 The Steven Kopack Revocable Living Trust, 50%and Liber: 11919 Pg: 450 The Elsie D.Kopack Revocable Living Trust, 50% LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- SAFE HARBOR TITLE AGENCY, LTD Sworn to before me this (Zzz day of S 200F by 64?--- <- Notary Public, State of New York CHRISTINA E.SVOBODA Notary Public,State of New York No.01 SV6168356 Oualified in Suffolk County Commission Expires 6 , r 1-lc)t I SH281375SS CHAIN OF TITLE FOR PARCEL D: Deed Milford Beebe,Alene Beebe,his wife, Orrin P.Beebe,Edna Dated: 12-27-1943 May Beebe,his wife,Andrew J. Beebe,Bessie Beebe,his wife Rec'd: 1-17-1944 and Elizaeth Beebe Vail Liber: 2337 Pg: 52 To Charles E. Ryder Deed Charles E. Ryder Dated: 6-9-1958 To Rec'd: 6-16-1958 Woohollow Properties, Inc. Liber: 4472 Pg: 413 Deed Woodhollow Properties,Inc. Dated: 9-24-1971 To Rec'd: 9-27-1971 Jones B. Freeman Liber: 7014 Pg: 49 Deed Jones B. Freeman Dated: 3-15-1973 To Rec'd: 4-25-1973 Woodhollow Properties,Inc. Liber: 7385 Pg: 578 Deed Woodhollow Properties, Inc. Dated: 11-17-1976 To kec'd: 12-15-1976 June B.Freeman Liber: 8158 Pg: 360 Corrects name of grantee in Liber 7014 Pg 49 Deed June B.Freeman Dated: 12-3-1976 To Rec'd: 12-15-1976 Woodhollow Properties,Inc. Liber: 8158 Pg: 363 Corrects name of grantor in Liber 7385 Pg 578 PARCEL D CONTINUED: SAFE HARBOR TITLE AGENCY, LTD Sworn to before me this �% (Z�t day of Tt-pv( -02Cf by 4f Notary Public, State of New York CHRISTINA E.SVOSODA Notary Public, State of New York No.01SV6168356 Qualified in Suffolk County Commission Expires / ( (_—zo I I SH281375SS CHAIN OF TITLE FOR PARCEL D CONTINUED: Deed Woodhollow Properties, Inc. Dated: 12-16-1976 To Rec'd: 12-21-1976 James Latham Liber: 8162 Pg: 185 Deed James Latham Dated: 7-28-1983 To Rec'd: 7-29-1983 Peter Nathanson and Sandra Nathanson,his wife Liber: 9397 Pg: 155 Deed Peter Nathanson and Sandra Nathanson,his wife Dated: 7-31-1987 To Rec'd: 8-11-1987 Cross Sound Ferry Services,Inc. Liber: 10388 Pg: 523 LAST DEED OF RECORD --------------------------------------------------------------------------------------------------------------------- PREMISES EAST: Three Waters Lane ------------------------------------------------------------------------------------------7-------------------------- SAFE HARBOR TITLE AGENCY, LTD Sworn to before me this Z� day of 5�-o -'?00 F by �/ & F �� Notary Public, State of New York CHRISTINA E. SVOI30DA Notary Public, State of New York No. 01 SV6168356 Qualified in Suffolk County Commission Expires 6 REScheck Software Version 4.1.3 Compliance Certificate Report Date:09/12/08 Data filename:C:\Documents and Settings\Administrator\Desktop\waldvogel.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 12% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: THREE WATERS LANE JOSEPH&PATRICIA WALDGOVEL CHARLES THOMAS,R.A. NEAR PARK VIEW LANE 7616 CURRIER ROAD 206 LINCOLN STREET ORIENT,NY LONDON,NH 03307 RIVERHEAD,NY 11901 (781)853-8091 (631)727-7993 Compliance:Passes Compliance:40.1%Better Than Code Maximum UA:679 Your UA:407 Gross Assemblyor D.. Perimeter 11.11-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1608 15.0 15.0 51 Ceiling 2:Flat Ceiling or Scissor Truss 884 38.0 38.0 12 Wall 1:Wood Frame,16"o.c. 1821 15.0 15.0 80 Wall 2:Wood Frame, 16"o.c. 1040 15.0 15.0 46 Basement Wall 1:Solid Concrete or Masonry 1280 10.0 10.0 48 Wall height:7.0' Depth below grade:4.0' Insulation depth:7.0' Window 1:Wood Frame:Double Pane with Low-E 252 0.360 91 Basement Wall 2:Solid Concrete or Masonry 189 10.0 10.0 5 Wall height:4.0' Depth below grade:3.0' Insulation depth:3.0' Door 1:Glass 126 0.210 26 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1607 15.0 15.0 48 Furnace 1:Forced Hot Air78 AFUE The proposed building represehted-in.this document is consistent with the building plans,specifications,and other calculations submitted with this permit pVFa% The pro os�`sysstems have been designed to meet the 2007 New York Energy Conservation Construction Code requireme ysWJrep)a R isfepre®D s�n,Profession I h s stamped and signed this page,they are attesting that to the est of his/her knowledge, i f and,pro ss • al1(tdgmen�t�sueh plans r p cifications are in�m lliance with this Co Xt 4. Name-Tit a J 1 Signature J Date e7��0S Project Title: Report date: 09/12/08 Data filename:C:\Documents and Settings\Administrator\Desktop\waldvogel.rck Page 1 of 4 r REScheck Software Version 4.1.3 Inspection Checklist Date: 09/12/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-15.0 cavity+R-15.0 continuous insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.0'ht/4.0'bg/7.0'insul,R-10.0 cavity+R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 2:Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0'insul,R-10.0 cavity+.R-10.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.210 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-15.0 cavity+R-15.0 continuous insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Project Title: Report date: 09/12/08 Data filename: C:\Documents and Settings\Administrator\Desktop\waldvogel.rck Page 2 of 4 ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Fi Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Fi Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of,the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Li , Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Lj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Report date: 09/12/08 Data filename: C:\Documents and Settings\Administrator\Desktop\waldvogel.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" ` Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Report date: 09/12/08 Data filename:C:\Documents and Settings\Administrator\Desktop\waldvogel.rck Page 4 of 4 I BRICK CHIMNEY BLIND FLASHING ' Z —_— 8'-0" PLATE_HEIGHT -- T.O. WINDOWS c/) LLJ 12 13 vASPHALT SHINGI F ROOFING ASPFI:'!_T~SHINGLE ROOFING FRAME GARAGE ROOF THRU _ 1"x10" FRIEZE BOARD o & LAYOVER MAIN ROOF - > T.O. SECOND FLOOR �, W 9'—O" PLATE HEIGHT ®,\VIAL _•f _ T.O. WINDOWS _ AZEK BOARD ANDERSEN WINDOWS 0 �- 400 SERIES (TYPICAL) MHEL d _ nCEDAR PERFECTION SHINGLES ULUAN PERFECTR)R- W �— — T.O. FIRST FLOOR FH1 IV LLU FFF w 9080 O,H. DOOR W Ld GRAD E NEW O.H. CARRIAGE DOORS BY "MOPLA 5/4"x4" WINDOW 0Y' Z & DOOR SURROUNDS E FR0- N T ELEVATION -� SCALE' 1 4" = 1'-0" r W 0 � 0 0 Z D BRICK CHIMNEY V J BLIND FLASHING e — ASPHALT SHINGLE ROOFING ML O Z 8'-0" PLATE HEIGHT O O - N NDERSENI WINDOWS T.O. WINDOWS �- 400 SERIES - -� ILT WASH FEATURE %LL SECOND FLOOR `ti LL- NINDOW'S (TYPICAL) 12 w W �13 ASPHALT SHINGIE R FIN ¢ < W M 0 CEDAR PERFECTION SHINGLES T.O. SECOND FLOOR 9'-0" PLATE HEIGHT M rn CzR\ T.O. WINDOWS EF W ;k v IARD W/S(X.ID CROWN T- WEEP SHINES OVER LLLU (SEE DETAIL. PACE 5) I CEDAR PERFECTION SHINGLES T.O. FIRST FLOOR • z CEDAR PERFECTION SHINGLES GRADE -� 5/4"x4" WINDOW 12"0 PERMACAST COL, ''' & DOOR SURROUNDS U Q E REAR ELEVATION__ �- 2 SCALE: 1/4" = V-0" czL x a m U c D E S I G N CR I T E R I A SHEET NO. SUBJECT TO DAMAGE FROM GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT FIRIE TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION WEATHERING DEPTH TERMINATE DECAY REQUIRED r 45 PSF 120 B SEVERE 48" MODERATE TLIGHT 11 Y E S FROM 1998 4.0 PSF 20 PSF PERIMETER EDGE ZONE = 6,72 PSF EDGE ZONE = 35,6 PSF R-1 30'-0" FIRST FL, = 482 SF TYPE V HEAVY MODERATE FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28,9 PSF SECOND FL. - EXISTING THESE DRAWINGS AND ACCOMPANYING SPECIFICCATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND 1NEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 73'-0" 15'-34" 20'-84" 14'-72" 22'-4 " 54'-3" 4'-0" 3 z EQUAL EQUAL EQU L EQUAL EQ AL EQUAL EQUAL O H- - — — — — — — — — — — — — — (- - - - - - - - - - - - --� o- 8 POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED I U r)NCRETE FOOTING ZI U 11� " OISTS ® 16" OC. 12"0 TUBE FOOTINGS lu o w -19 INSULATION ( V) MIN 36" BELOW GRADE Q io v~i o,C5 (MUST BE VIRGIN SOIL) o U o I Co CRAWL SPACE r z N � ® o � N 2"X10" ACQ LEDGER N I o > I I- - - - - - - - - - - - - -� Kv ( I FRESH AIR INTAKE 2"X10" ACQ LEDGER � 2"X10" ACQ LEDGER ri - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I W I U�- - - - - � III PROVIDE8" POURED CONCRETE FOUNDATION I WALL ON 8 ?.16POURED �. ACCESS I I ALL GIRDERS SHALL BE SHIMMED W �g CRAWL SPACE I I CONCRETE FOOTING BEAM POCKET AS REQUIRED IN BEAM POCKETS -�- ^� I IN O LINE OF (TYPICAL © EACH GIRDER INTERSECTION) WITH STEEL SHIMS (TYP) .-�, O Q WALLS ABOVE I U0, O ' x w W I (TYPICAL)�n I I 5 I I I I IR 3 I 00 00 3 1/2 STANDARD STEEL PIPE COLUMN L — M� I Q a s n ON A 30"X30"X15" DEEP cr V POURED CONCRETE FOOTING. � 117/e TJI JOISTS ® 16" OC \\ II II w 0 BEAPOCKEE R-19 INSULATION I - (TYPICAL THROUGHOUT) T.C. FLUE cln _ _ _ _ _ _ _ _ _ _ _ _ _ _ o I F -I I ? r 4" POURED CONCRETE SLAB 1 I II I I o IIIIIII IIII ~_ IIII IIIII OP LTMz It VAPOR BARRIER ON WELL LI �IIIIIIII J � COMPACTED POROUS FILL BOI E Rd ap J — ( III II_II J� III LII) —� — IIzIIII I IIIII a ASH DUMP cy i n m ` LINE OF oo x HWH WALLS ABOVE (TYPICA1n zwo►- PROVIDE 5/8" TYPE "X" GYP. BD. P :2C O I ON CEILING ABOVE FURNACE FOR � C — �— u- AT LEAST 3-0 ON ALL SIDES AS a Z PER N.Y.S. CODE 12" DEEP o P.0 FOOTING 14-4' - — - - - - - - - - - - - - - BELOW 4'-0' 4 POURED CONCRETE SLAB SMOKE OVER 6 MIL. POLYETHLENE DETECTOR LEI VAPOR BARRIER. CARBON U N E X C A V A T E D —MONOXIDE IpI I wL DETECTOR J O Q O IM cn I I I I 1 I IM 11� e' TA JOISTS 0 16" 0 . I I 8" POUR p CONCRETE FOUNDATION I I R-19 INSULATION I I WALL Ot8"X16" POURED — — — — I I CONCRE FOOTING i I - - - - - - - - - - - -II o O F- I ' — — — — — — — — — — — — — — -- — — — — — — — — — — — — —m — — — — — — — —2 I I N 2"K101' CQ JST. I I N0 I I 2"36" BELOW GRADE i� 0 16" C. MIN z 8" POURED CONCRETE FOUNDATION (MUST BE VIRGIN SOIL) N 00 J DROP FOUNDATION WALL ( WALL ON 8'"X16',' POURED I O TO MEET SLAB I I CONCRETE FOOTING -—- N Z CONTINUOUS FOOTING I 16'-0" 6'-O" J L - - - - - - - - - - - J I �1'-011 D 1= -7) L1_ Q 2 L`' Z 3 O Q � L1_ 2'-101. 2'-10J" o 9-3' 15'-0" 20'-0" 38'-0" 73'-0" /1 V J 4.1 `•� c U F 0 U N D A T 1 0 N PLAN E �•1ENT 4 1ENT ,•VENT +�vENT (D � )RO SCALE: 1 /4" = 1 '-0" ,[]iRU ROOF (1�ROOF TNRU ROOF (TYP,) �(TIF') ROOF rn 0--1-1/1'1 �-2Y I `I'"-- r 1 I • z A -t-t/1v I ,I �-t t/ri �1.1/21r i y>-t-Vry r I we 1 uv Iuv I we I uv Iuv I Iuv 1 we HOUSE 910YEIt i I I I 91d1ER I I ITUBJc O G. I I I SECOND FLOOR c/> TI r r ,-,/r I r r r ,t�' ,,�' :• r W r _�r I `r , I r I r_-� (P-- �, 1-1/ry �ri ry cb-,-tnv I d-rr cy-1-1Rv �t-tn'v L..� I I 1 Iuv I we I I we Iuv uv I uv Kc Iuv I ttAvrR L co x I o FRESH AIR INLET I I � I v S�ow[R I m �{ a FIRST FLOOR 1`+ t 1/r r r r ,-1/r 1 1/z' 1' r 1-1/2 FLR. CONNECT TO APPROVED P.V.C.PIPE PITCHED F.A L &SANITARY SYSTEMAS PER N.Y.S.CODE PLUMBING RISER DIAGRAM SHEET NO. SCALE: N.T.S Af THESE DRAWINGS AND ACCOMPANYING SPECIFICAITIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD), IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. s t 73'-0" z 0 14'-74" 22'-44" 4'-10" 31'-2" 3'-11 7'-34' 7'_34" 3'-64" 9'-11 8'-10 " 14'-8" 2'-8" 3'-10" o_ 12"O PERMACAST COL. ry U (n 0 2 2 5 X5, ° rn � SCREEN 00 z o °' P 0 R C H R 5 4x4 CEDA 54x4 CEDAR,[ N X MAHOGANY D E C K MAHOGANY D E C K N w STACK BLE N 4'-4"WASH /DRYER M in RYER TO EXTERI ` 3062 3 2 3062 in PROVIDE R-19 CAVITY PROVIDE INSULATION AND p n W - 0 3-2"x12" HDR of R-12 RIGID 0�0 = 13'-7�" 1 10 THERMAL REAK FOAM BOARD A m oV I N 't ° 3'-0 °I tn BLOCKING AS APPLIED TO Z i� 5 NEEDED EXTERIOR OF I I x FWG 50611 WG 50611 TYVEK 070 2 32 2832 —2432 N "' " "' N DHT 610-2 OHT 610-2 GRESS M (3)-11b M.L. FLUSH ,� U SMOKE 3-2"x17 2 no 3-2 02 HDR I— — D I N I N G 3-2"xi2" HDR 0 7'-7 " 3-2"x12" HDR ^ //''�� O S ETECTOR Double I 9NK 1'_O» 14'-3" N� I —! 0 w N o 9*0"ACEILING HT. p io Do _ 9'-0" CEILING HT. S �DCARBONR `�6', x N = p1 I ©--MONOXIDE O N Q N ° to io i0 °O 15'-11" DETECTOR to 12 CFM EXHAUST "� 9'-0" CEILING HT, w FAN TI X010R O�SMOKE 'o ON. M A S T E R V J DETECTOR V /PANTRY 4'-1�" CLOSET BEDROOM W U 1 W C FREF• ® a® 9'-0" CEILING HT. •_8' 1 TJIJISTN Q MONOXIDE S 1 DETECTOR ® 16" O . O` DETECTOR ° 0 �n o (3)-1 .L. FLU I J w co 11 2 s" TJI JOISTS d ODw u> W ty to -t 16" OC. = M J U ° N 0 I I DETECTOR = L J X o o g �E�) I � � �JI ) � O N y N 5 E:J I 6' H to SMOKE I . N J = N O O O SMOKE �O x Z SO`DETECTOR '� I O 3'_4» ° N ` DETECTOR N ^�� ) I r �I x PANTRY o III M N " > I (3)-11j" M.L. FLUSH 41liO a—. - - -� � _ C) G A R A G E 13._2 " CLOSET 'lp^ J 3-2"02" HDR 3- x1 HDR 3-2"x12" H'D'' . L I V I N G �01� 1HR. RATED R 0 0 M - - ° 5/8" TYPE X SHEETROCK 2852 2 2 2852 5 ( W.I. I 0 nN WALLS & CEILING EGRESS EGRESS EGRESS,' 9'-0" CEILING HT. w1 F O Y E RR o I CLOSET I 00 2"x10" CLG. JOISTS \\ � t 5 F E.H us I 1° l `� 1 �/ �- — — — — — — — — v 22'-3" � 6'-0" 7- !' II II -2"x12" HDR 3-2"02" HDR .10N 3- "x12" HDR - II II 2852 2 2 - 2 2 28 2 z IIII N EG ESS EGRESS GR SS EGRESS 00 Q 36" HIGH R IL 1 o 0 I to Z It 0 eq N 14-0 0 M .7 W 3-2%12" HDR ~ �_ 3'-24" 6'-94" 4" 3'-24" 4'-5 j" 7'-34" " 7'-3 j" 4'-5 j" ¢ � LL 7'-6" 7'-6" 7'-3" 7-3 0 0 15'-0" 20'-0" 38'-0" FRAME GARAGE ROOF THRU & LAYOVER MAIN ROOF 73$-0" 0 U " E N FIRST FLOOR PLAN O V SCALE: 1/4" _ '1 '-0" .� Z a Lu W (D co U Cz X m m O Lu a _1 SHEET NO. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IIN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WTH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 12 12 44.5+- 4.5+- 12 p' 12 ' 10 �10 z 0 8'-0" PLATE HEICt-IT T.O. WINDOWS ASPHALT SHINGLE ROOFING I \ \ v \ \ ASPHALT SHINGLE ROOFING o ASPHALT SHINGLE ROOFING / / CENTER WINDOWS ON RIDGE \ \ \ 12 z T.O. SECOND Fb-CIR / \ Q 5+- o U) 9'-0" PLATE HflGHT i w - - T.O. WINDOWS 000 CEDAR PERFEC71 N SHINGLES z T.O. FIRST FLOOD I CEDAR PERFECTION SHINGLES 0 \ CEDAR PERFECTION SHINGLES - W `\J 5/4"x4" WINDOW 5/4"x4" WINDOW & DOOR SURROUNDS & DOOR SURROUNDS U J SIDE E L E V A T I O N S S I D E E L E V A T I O N S 0 z SCALE: 1/4it = 1'-0" SCALE: 1/4 of = 1'—V ^ W 0 0 Q 0 T --`—I -- --- -- - - - - - - - - - - - - - - - -- --- - - - - - -- -- - -- - -- -- - - - -- - - - --- - - - - - -- -- - -- - -- -- - ---- - Q 0 o I 38'-0" a 4" 12'-114" I 5,110" 2"x8" rr I Q ® 16" O.C. 5 o SHED ROOF BELOW V-4" N I EWROS6 TEVGVROS6 M13310 TW28310 � J � � 3-2"x12" HDR 3-2"02" HDR 8 x12 HDR I LL 2"x8" rr ® 16" O.C. 00, I READING I^ Lv z NOOK 0 Q / I -i U �rp� O--DETOECTOR in in I Q p � z O CARBON O0 O i0 ©�—MONOXIDE !MTEIZO-1 B E D R 0 0 M a 200 Of DETECTOR < I " ] cx = X SMOKE RO �� ON. cis rn N t0 O�DETECTOR 15R I a, 2` X 12' FIDGE BEAM I I � °° cz U N R NZBEDR00M o� E o — ' I 2 1 IQ:M o_ 2` X 12' RIDGE BEAM L) Of to 0 SMOKE N m N io O~DETECTOR z rn O v) Z 14'-5" ? "� W.I. � I I W.I. J L �, CLOSET o CLOSET �s� ooW— L — — � N I I W.I. � X II = �N is " rr I II I CLOSE " I - - - - J - - - - - — - - � I 4�-10" KNEE WALL N0 7'-102" 7.-8z. lk cz L x 4'-10" KNEE WALL U � c. 2"x8" rr LINE OF EXTERIOR WALL ROOF BELOW ® 16" O.C. I I I I BELOW 5 I I S E C O N D " F L O O R P LAN SHEET No. L- - - - - - - - - - - - - J - - - - - - - - - - - - - - - -� SCALE: 1/4" = 1'—O" FRAME GARAGE ROOF THRU & LAYOVER MAIN ROOF THESE DRAWINGS AND ACCOMPANYING SPECIFICATION$, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. • c L t BRICK CHIMNEY ` c r° BLIND FLASHING S '' F= - z _ a- 8'-0" PLATE_HEIGHT ffi � U T.O. WINDOWS W 12 13� ASPHALT SHINGLE ROCIFING ASPHALT SHINGLE ROOFING COIIAPL, ' VI;l AL.'. CODES OF -- -- z 1"x10" FRIEZE BOARD o -T' FRAME& TOWN CODES FRAME GARAGE ROOF THRU __— > AS REQL117.`;,.- AND CONDITIONS OF & LAYOVER MAIN ROOF T.O. SECOND FLOOR LLJ Srl 'T ----•.�. __. (' HOLD TOWNZBA 9'—O" PLATE HEIGHT gr�\ ----- - SOUTHOLD TOWN PLANNING BOARD _ - SOU'THOLD TOWN TRUSTEES T.O. WINDOWS N.Y,S.D C — IMBER CERTIFICATION EAD CONTENT BEFOREY — AZEK BOARD { I' IFICA TE OF OCCU y USE IN WATER ANDERSEN WlNoows LDER US O PLY$Y E M CANNOT NFM NOF 400 SERIES (TYPICAL) OF 1% LEAD. W .SEED 2/10 � O - 1) z0NE CEDAR PERFECTION ® ® T.O. FIRST FLOOR C:�'M F'Ll' WITH Cf�AP�(ER ' 6 — — — — — _ — w r� FLOOD DAMAGE PREVENTION ^ V J SOLlTHOLD TOWN CODE. Soso O.H. DOOR — W GRADE W NEV O.M. CARRIAGE DOORS BY 'CLOPLAY' 5/4"x4" WINDOW 0 & DOOR SURROUNDS cr z ALL CONSTRUCTION SHALL E F R 0 N T E L E V A T I 0 N n - J LL ^ MEET THE REQUIREMENT TOTEHE W O CODES OF NEVV YORK S 1 SCALE: 1/4" = 1'-0» 0 0 0 � z CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. P O BRICK CHIMNEY (� BLIND FLASHING ASPHALT SHINGLE ROOFING PLUMBING 00 ALL PLUMBING S NEED Z &WATER LINE COVERING a'—o" PLATE HEIGHT cV P1 TESTING BEFORE NDERSEN WINDOWS l•' 400 SERIES T.O. WINDOWS J ILT WASH FEATURE UNDERWR�ERS CERITIF""' kLL NIN SECOND FLOOR INDOWS (TYPICAL) � � REQUIRED ,2 w w WATER RUIyOFF �13 � J RETRtN STORM ASPHAL IN ¢ Q L IN w FURS CHAP�f ER 236 CEDAR PFRFFCTION SHINGLES E TOWN CODE. OF TH � � T.O. SECOND FLOOR 9'-0" PLATE HEIGHT JED AS NOTED �I V s P.1# T.O. WINDOWScz DATE: B��' DONOT PROCEED WITHNT RT U FRAMING UNTIL SURVEY FEE. OF FOUNDATION LOCATIION NOTIFY sUI 1 -f0 �.Phi FOR THE HAS BEEN APPROVED. FCLLO" ""ISPECT OCtUIRED W ANDERSEN WINDOWS 1. Ir, '8,l - Ur�_J 400 SERIES (TYPICAL) FOR i � FLUt�,-LNG 2. R"UGH - FRS' I 1ARD W/SOLID CROWN 3. Ir�SUi_ATl a'.S _ ,r i Ia UST WEEP SHINGLES OVER (SEE DETAIL PAGE 5) �., FINF,L - r,,;,.; .!L — J. �O1P�LC.�E F,� C.O. — — _ — _ _ CEDAR PERFECTION SHINGLES _ r T.O. FIRST FLOOR • z ALL CONSTRUTIGN SHALL MEET THE • ANTS OF TI Ir GODES OF NEW RGOUIREW -. ON.1,3LE FOR C) YORI� STATE. NOT ESP DESIGN OR CONSTRUCTION ERRORS. GRADE DES 5/4"1 WINDOW 12"0 PERMACAST COL. w & DOOR SURROUNDS U E REAR ELEVATION �- f . ;gyp(., �Itw`�, OR 2 SCALE: 1/4" = V-0» � �" x UNLAWFUL m U�r C� � a WITHOUT CERTIFICATE D E S I G N !C R I T E R I SHEET NO. SUBJECT TO DAMAGE FROM GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL_ SHEATHING USE/ HEIGHT FIRE TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY AREA CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION WEATHERING DEPTH TERMINATE DECAY REQUIRED R 45 PSF 120 B SEVERE 48" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE = 35.6 PSF R-1 30'-0" FIRST FL. = 482 SF TYPE V TO TO FIRM MAPS INTERIOR ZONE = 51.4 PSF INTERIOR ZONE = 28.9 PSF SECOND FL. — EXISTING HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATICONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, INN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. u ti, 73'-0" s4 x M; 14'-71"8. 22-4 " �7'-2" 5' 30"X30"X15"DEEP 54'-3" 4'-0" C. FOOTING BEL i1-(MCOLUMN 3 z -0" EQUAL EQUAL EQUAL EQU L EQUAL EOL AL EQUAL EQUAL O — — — — — — — — r I— w .� N�� - Nk� F_ — — — — — — -1 [if L _ JL) Ln 8' POURED C014CRETE FOUNDATION ti w WALL ON 8"X11l POURED 12"0 TUBE FOOTINGS v C NCRETE FOOTING V) MIN 36" BELOW GRADE ¢io o (MUST BE VIRGIN SOIL) a 0 o Uo 1 03 U x U N Q � N t U) CRAWL SPACE I o 0 X X O N 2"X10" ACQ LEDGER N II - - - - - - - - - - - - - cn o' 1 I I I I I 10 I r I FRESH AIR INTAKE ' 10 _II 2"X1O" ACQ L[[:DGER - - - - - - - - 2"X10" ACQ LEDGER - NI - - - - - - - - - - - - - - - - --- - - - - - - - - - - — — I W - - — - - - - - - - - T PROVIDE Li I 8" POURED��C:ONCRETE FOUNDATION I ( j t I U ACCESS I WALL ON 8 X,16 POURED a CRAWL SPACE I I CONCRETE FOOTING BEAM POCKET j AS REIQUD RED ERS SHALL BEAM POCKETS W r -�- ^o IN z O LINE OF (TYPICAL E EACH WITH STEEL SHIMS (TYP) I o ( IM WALLS ABOVE I GIRDER INTERSECTION) , �� J I W (TYPICAL)�n p I I s W ' I X `'' O \\\\\\ r1 I 0U �" 00 3 1/2" STANDARD, STEEL PIPE COLUMN L J — — I�I � I I Q a a n ON A 30 X30 X15 DEEP I — — I _ o tT POURED CONCRETE FOOTING. a '' I ,1 2 117 a TJI JOISTS ® 16" OC. I w L — — — — — — — — — — I 11 I I 1 1 I (TYPICAL THROUGHOUT) I I BEI , CC FLUE R-19 INSULATION _ _� CELLAR _ _ R I � OQIrJ rl 'ir _ -t I I I W W I I I �J I OVER 6 MIL. POLYETHI ENE ! I - -� I I o o? I 1 VAPOR BARRIER ON WELL L I J rn I I COMPACTED POROUS FILL � i7I ( LB O I L�E R S' II II ° ASH DUMP Q nm ^ cy ww t i!) m o LINE OFI Q � 6 (TYPICAL)_j � Io 0 xq' S ABOVE0 Jn z w o I I 1 1 I j PROVIDE 5/8" TYPE "X" GYP. BD. '1 �P _ — _ I i O O 0 Z I ON CEILING ABOVE FURNACE OR AT LEAST 3'-0" ON ALL SIDES AS 12" DEEP 3-0 I I�t C 7 � � C 0 zo I I I I I I I PER N.Y,S. CODE P•C FOOTING L �� 14'-4" I I J o I L - - - - - - - - - - - - - - - - - - SMOKE BELOW 4,-0. I Q 4" POURED CONCRETE SLAB OS ~DETECTOR ` '' II OVER 6 MIL. POLYETHLENE I - - - - _ - - - - - - - VAPOR BARRIER, I I CARBON —� _ U N E X C A V A T E D I I I ©--MONOXIDE 'I cocy to DETECTOR w II I cV < O 0 II 1 I 117 a TJI JOISTS ® 16 0 . � I�1 O �o ON O NC FOUNDATION or No � I I I ONCRE FOOTINGO 'nC 0 — — - - - - - -1 N a I N " 2" 10" CQ JST. 12 0 TUBE FOOTINGS MIN 36" BELOW GRADE i� 0 16" C. z (MUST BE VIRGIN SOIL) I Q 8" POURED CONJCRETE FOUNDATION ;� 00 J I _� 0 DROP FOUNDATION WALL WALL ON 8"X16" POURED _- _ N I I I CONCRETE FOO1TIr•IG - TO MEET SLAB CONTINUOUS FOOTING L- - - - - - - - - - - - -I 16'-0" 6'-0" J Ln O LlLI_ Q 2 w z 3 z :D 0 Q Of LL- 2'-102" 9'-3" 2'-102" 15'-0" 20--0" 38'-0" 73'-0" /1 c U E F 0 U N D A T 1 0 N P L A N 1HRU ROOF THtU ROOF TIRO ROOF THRUNROOF tTm.) (TIP.) �t>�.) (>�.) SCALE: 1 /4" = 1'-0" ROOF I r- b-ry 1b-,-,/z'v q-ry I 1 -- r_ I �-ry ■ ,_ z A �.4 �_I-t/zv I it I uv IuV I Kc I uV I uV I I uV I I we HousE � 910'IER i I � I weI I I I O I I I SECOND FLOOR w r I r r ,-I/r I r r r ,t/Y -t-t/Yv — L L �n �� -t-t/lv I �I-t/1'v c6-t-t/iv co cz x t-I/2Y I I t-t/t'v d-2v i I o juw I r<I I we Ilev IAV Iuv I t1c. IuY I wawa FRESH AIR INLETSHOO U z FIRST FLOOR o -t/r � r r r a a CONNECT TO APPROVED P.V.C.PIPE PITCHED F.A.I. do SANITARY SYSTEM AS PER N.Y.S.CODE PLUMBING RISER DIAGRAM SHEET NO. SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATION'IS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I r 4'^ t r y 73'-0" z 0 14'-74" 22'-44" _ 8'-10" 27'-2" 9'-44" 3'-11 7F_34» 7._34" 3.-64" 9'-114' 4'-5" 4'-5" 3'-7" 6'-5" 3'-10" o_ 12*0 PER ACAST COL. � 2452 3-2"x12" HDR Ljj 7'-10" 2 ' 2 5 l 5 S T O R A G E � It z I o O uo = (n X J cV W N a 4'-4" STACKABLE to R 'j WASH R/DRYER 3062 3 2 -3062 io VENT RYER TO r x EXTER OR I Z_ too 3-2"x12" HDR —� 1 3-0"' aX I 1 FWG 50611 5 FWG 50611 2832 — N N DHT 610-2 DHT 610-2 2432 GRESS 2432 ,!, (3)-11�" M.L. FLUSH ,I 3-2"x12" — --_ — ——— 3-2"x12" HDR S MO E 7 2" - - 9NKO o�3-2 x12 HDR _ D I N I N G 7'-7 " -2"x12" HDR 0 Double I 1'-0" R 0 0 M 2 14'-3" x i.4 B °�° 9'-0" CEILING HT. S '-DETECTOR ? N O cV o EI IN T. — — � CARBON 6) x 0 MONOXIDE o N N Q N 'a l!\ 15,-11„ DETECTOR r7 _— eK 12 CF E HA ST ile �+ �� 9'-0" CEILING HT, "' �' �o �0 �' 0 'o DN M ASTER U) �O S —DETECTOR SMOKECLOSET B E D R O O M W LLf PANTRY 4'-1 R� ® - 9'-0" CEILING HT. iv Q _8" 11 7 a" TJI JOISTS S SMOKE C —MONOXIDE ® ® ® 16" OC. 1 O DETECTOR I (o 0 DETECTOR J in : o _ (3)-11j" M.L. FLUSH ~ I 11 2 s TJI JOISTSui 1 I � w � co '�N 00 m , I I @ 16" OC.J Z r, O SMOKE , lJDETECTOR �1� DEN 114 0 a E5 LN Ln LLLLLL ^ I to SMOKE ts�0 SMOKE a i l s N J O 3'-4" = N F- lD z —DETECTOR � w R� � O~DETECTOR d � � � N ^) x N PANTRY b I (3)-11j" M.L. FLUSH — (� GARAGE o 13'-2 ( CLOSOET I `LSO I \ 3-2"x12" HDR 3- x1 HDR 3-2"x12" HDfR LIVING �O I I O 1HR. RATED R 0 0 _ RIO 5/8" TYPE X SHEETROCK 2852 2852 2852 a " N UP I W.1. I o ( n -N WALLS & CEILING EGRESS EGRESS EGRESS 9-0 CEILING HT. U- 15R o CLOSET o 1 N ,� FOYER I I I 00 0 2"xt® 16 G.O JOISTS �� I�I 1 `O I I 1 5 F E H US " � v � I I "[�"// /��l - — — — — — — — — 22'-3" A I 6'-D" II II —2%12" HDR 3-2"x12" HDR �� 3- 'x12" HDR - 121 HEk II II z 2852 282 - 282 28 2 00 Q IIII N EGRESS EGRESS 1J GR SS EGRESS O J II II 36" HIGH R IL >k O CL oof I N N = I I I I u' S °i J c) x II 14'-0„ II Li- —j 10 I N M 9080 O.H. DOOR 3-2"x12" HDR 6._94.. 6,-g1» 3i-24 7" 4._51» 7,_3 » 7'-3 j" 4.-54" o 0 LL 7'-6" 7'-6" 2 -3F. 7_3" 4 20'-0" FRAME GARAGE ROOF THRU & LAYOVER MAIN ROOF 73'-0pl c Ecm U " F I RST FLOOR PLAN O SCALE: 1/4" = 1"-0" •� • _ Z a W r � g i U CAS co m Um SHEET NO. RTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIOMIS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPE 71 12 12 / 44.5+- 4.5+-� 12 12� 1 �t0 0 z 0 8'-O" PLATE HEIGHT 0_ T.O. WINDOWS ASPHALT SHINGLE ROOFING I \ \ \ \ ASPHALT SHINGLE ROOFING p � \ \ 12 ASPHALT SHINGLE ROOFING T.O. SECOND FLOOOR / / I TCCNTER WINDOWS ON RIDGE \ \ \ 4 5+- o 9'-0" PLATE HEI(GHT i 5; LLJ T.O. WINDOWS 5/4"x4" WINDOW & DOOR SURROUNDS 000 I W CEDAR PERFECTI N SHINGLES I 0 1 z 0 uiuu T.O. FIRST FLOOR2 I O CEDAR PERFECTION SHINGLES M N " 5/4 x4 WINDOW 5/4 x4" WINDOW r n & DOOR SURROUNDS & DOORSURROUNDS U J • oC z S I D E E L E V A T I O N S S I D E E L E V A T 1 0 N S 0 SCALE: 1/4" = 1'-0" SCALE: 1/4 to = 1'-0" —j W 0 0 � z 0 0 I - - - - -- - - - - ---- -- - -- -- - -- -- --- - - - -- - - - --'-- -- - -- -- - -- -- -- - - - - -- - - - --- - -- - - ---- - 38'-0"964 I 4 0 10" 2"x8" rr Z ® 16" O.C. I I I 00 J 1 , CQ SHED ROO -4 W3046 TW28i1 FGR S EGRESS JV,I x " HDR 3�2"x12° HDR 10-5' 3- x12 HDR ILL. '-8" 2"x8" rr N& j 15'-t " ® 16" O.C. I READINb z Lv / o A) NOOK I �- W c, O ��6� (D—DETECTOR in � I p p (n N z_ /�� \ CARBON / h O in \ ©MONOXIDE N T E TE 10 I I 6 1 B E D R 0 0 M ® DETECTOR i40 < I , (.i 1 of N p ro s� O I UN. I .�,a 15R SMOKE p � � rn � iV �D O`�DETECTOR X rn r X 12' RIDGE EAM "' ® N J c oZcli QEDR00M � o� V O `t E ro I _ 0 `� I 2N X 12N RIDGE BEAM U O x O O O SMOKE N r` X 9—DETECTOR IOf v t N _ J Y R ~ Z z I 14'-5" � z ■� `ems Of cod ) O I :.5 F- _ _ _ _ W.I. of I I W.I. I c O _ — _ _ — _ _ 10 CLOSET X I I CLOSET �ss� o o I W x I R I I W.I. �N 2%8" rr I ' — N CLOSE 4'-10" KNEE WALL N a16 O.C. I I- - - - - - — - - -� a -1-0z1 7'-8�„ czL I" 4-10" KNEE WALL ih m U ® 16"" rr I I I I LINE LOW OF EXTERIOR WALL 5 ROOF BELOW 0.I S E C O N D F L 0 0 R P L A N SHEET No. L - - - - - - - - - - - - - - -� SCALE: 1/4" = 1'-0►' FRAME GARAGE ROOF THRU & LAYOVER MAIN ROOF THESE DRAWINGS AND ACCOMPANYING SPECIFICATION IS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN 'WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSUAL CONTACT WITHITHEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. x' Z O U L.I Z O V) Lli 2" X 12' RIDGE BEAM TYPICAL ROOF CONSTRUCTION W ASPHALT SHINGLE ROOFING OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 12 2"X10" ROOF RAFTERS 0 16" O.C. TYPICAL CEILING CONSTRUCTION 1o�/ z O 2" X 10" CEILING JOISTS 0 16' O.C. 12 Q W \ W/ R-30 BATT. INSULATION ATTIC a4+- r 2" X 12" RIDGE BEAM 0 TYPICAL ROOF CONSTRUCTION W ♦ /� ` / t ASPHALT SHINGLE ROOFING 1/2'GYP.BD.FNISH TYP)JOB( OVER 15#� ROOF FELT ON 1/2» COX PLYWOOD SHEATHING. T.&S.3 COAT 2"X8" ROOF RAFTERS 0 16" O.C. \ \ W W 12 o BEDROOM RNa 0 Z 2x6 COLLAR TIES Q13 TYPICAL CEILING CONSTRUCTION W.I. I C OSET `° o � \\ ® 2" X 10' CEILING JOISTS 0 16" O.C. � ATTIC W/ R-30 BATT. INSULATION W (3)-2»x12» GIRDER , TYPICAL FLOOR CONSTRUCTIONul ,1 0 -I 11 7/8 TJ FLOOR JOISTS 0 16"O.C. 9-0 PLATE HEIGHT W/3/4" PLYWOOD SUBFLOOR O DOUBLE UP JOISTS L 1/2'GYP. BD.FINISH UNDER WALL T. &S. 3 COAT JOB (TYP) _L T. &S. 3 COAT JOB (TYP) T.O. WINDOWS (TYRck) Tp TYPICAL WALL CONSTRUCTION TYPICAL WALL CON TRUCTION 0 CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X I PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16' O.C. PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. W.I. M A S T E R o J S T O R A G E R-19INSULATION I R-19INSULATION CLOSET B E D R O O M Q 0 TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION 11 7/8 TJ FLOOR JOISTS 0 16-O.C. 11 7/8 TJ FLOOR JOISTS 0 16-O.C. 2"X10" ACCI JOISTS W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT. INSULATION W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 ATT. INSULATION 2"x10" AC C�? 16' O.C. 16" O.0 T.O. FIRST FLOOR 3-2"X12" ACID GIRDER NYS CODE TYP iFlRE STOP PER --3-2"X12" AC CRAWL GRACE NYS CODE (TYP) AT INTERVALS NOT TO EXCEED 8'NO" O.C. (n GRADE BRIDGING TO BE 1"X3" SOLID WOOD OR METAL z SPACE o 8" POURED CONCRETE FOUNDATION 2"x6" CCA SILL PLATEDO z WALL ON A 8" X 16" POURED " TERMITE SHIELD z 0 O CONCRETE FOOTING 8 POURED CONCRETE FOUNDATION 1/2" DIA, ANCHOR BOLTS � M O M LIQUID MEMBRANE WATERPROOFING COVE WALL ON A 8 X 16 POUR OVER FOOTING (TYP) CONCRETE F00 G C E L L A R �30;; O.C.00 `Q 12" TUBE FOOTINGS CROSS BRIDGING IN ALL FLR. SPANS 12 0 TUBE FOOTINGS J (n w BRIDGING MIN 36" BELOW GRADEIG INTERVALS E O TO SOLID WOOD OR METAL MIN 36" BELOW GRADE J (MUST BE VIRGIN SOIL) 30"X30"X15"DEEP LIQUID MEMBRANE WATERPRO ING COVE (MUST BE VIRGIN SOIL) w OVER F TING (TYP) P.C. FOOTING BELOW COLUMN 4" POURED CONCRETE SLAIl- 4 MILL VAPOR BARRIER W W C R 0 S S S E C T 1 0 N 2 ° a � � 0 0 SCALE: 1/4" = V-0" CROSS SECTION 1 C', cz SCALE: 1/4" = V-0" V N E 0 M CO A T CEDAR SHINGLES 17-11 5 4"x:4" BLOCK °C 3" SOLID CROWN 1/2" (PLYWOOD 14" FLOOR JOTS rs SHEATHING � w 1"x10" BOARD a L L A R L czL m G R A D E x FOUNDATION WALL m L) TYPICAL BELTBOAD DETAIL SHEET NO. SCALE: N.T.S. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. { A ! y CORNER AND PARTITION POSTS RAFTERS AND CEILING JOUSTS OR APPROVED - - ROOF TRUSS 161 1 N 0 T E: TOP PLATES 0 TOP PLATES -� TOP PLATE SECOND STORY 7f STP OP PLATE- DRILLIN AND A THIRD STUD AND/OR PARTITION INTERSECTING NOTCHING PROVISIONS BACKING STUDS SHALL BE PERMITTED TO BE JOIST IS PERMITTED TO OMITTED THROUGH THE USE OF WOOD BACKUP STUD BE CUT OR NOTCHED CLEATS OR METAL DRYWALL CLIPS THAT WILL STUD FLOOR JOIST-- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEQUATE BACKING FOR THE FACING BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MATERIAL. BORED HOLE MAX DIAMETER 40% o BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS DIAMETER 60% OF STUD DEPTH — WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 FRAMING DETAILS 1 � OF STUD DEPTH 5/8" MIN. TO EDGE ~ = 5/8" MIN. TO EDGE - ,r JOIST ENDS TO BE 5/8" MIN. TO EDGE NOTCH MUST NOT EXCEED �7 5/8" MIN. TO EDGE FOR BLOCKING BLOCKED AGAINST GYPSM BOARD INSTALLED IN 25% OF STUD DEPTH AND BRIDGING 16d NAIL AT 24 O.C. WFCM TABLE 3.1 NOTCH MUST NOT EXCEED IF HOLE IS BETWEEN 40% AND 60% w TOP PLATE BAND JOIST SEE WFCM SECTION 3.3 ROTATION IN ACCORDANCE ACCORDANCE WITH OR BLOCKING WITH WFCM 3.3,1.3-END RESTRAINT 40% OF STUD DEPTH OF STUD DEPTH THEN STUD MUST BE: o BEARING AND 3.3.1.4 BRIDGING BORED HOLES SHALL NOT SUCCESSIVE STUUDSOARETDOUBLED WALL BORED HOLES SHALL NOIT BE LOCATED IN THE SAME AND SO BORED 1 IN.x4 IN. RIBBON BE LOCATED IN THE SAWE CROSS SECTION OF CUT OR V, LAP JOIST 3 IN. MIN. CUT INTO STUD - WOOD STRUCTURAL PANEL CROSS SECTION OF CUT OR o BOTTOM PLATE FOR FIRE BLOCKING d NAIL AT 6" O.C. NSTALLED IN ACCORDANCE BAND JOIST WITH WFCM TABLE 3.1 OR BLOCKING ALL PANEL EDGES) ui '� WFCM 2001 SB C HIGH WIND EDITION w 8d NAIL AT 12 O.C. ON ALL w SILL PLATE 4� JOIST o ::l FRAMING MEMBERS NOT AT (a) CORNER DETAIL PANEL EDGES WFCM 2001 SBC HIGH WIND EDITION SECTION 3. 4. 1 . 1 . 1 FIGURE 3. 3 A CRAWL SPACE SUBFLOOR �. GYPSM BOARD INSTALLED IN SECTION 3. 4. 3. 1 . 1 FIGURE 3. 313 NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC d NAIL E 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 FOUNDATION SLAB—ON—GRADE ALL PANEL EDGES) FOUNDATION NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS FOR INTERIOR NONBEARING WALLS _ US PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING WOOINSTD STRUCTURAL LED IN ACCORDANCE LATERAL BRACEAT 6' Q.C. (— WALL " ui BEARING 16d NAIL AT 24 O.C.J WITH WFCM TABLE 3.1 L1J 8d NAIL AT 6" O.C. ON ALL ROOF FRAMING DOUBLE TOP PLATE 2-10d NAILS V) uj TYPICAL WALL, FLOOR & ROOF FRAMING FRAMING MEMBERS AT PANEL i 0 EDGES AND 12 O.C. ON ALL TRUSS OR CEILING JOIST FRAMING MEMBERS NOT AT SEE STUD TO RAFTER z b INSIDE CORNER DETAIL PANEL EDGES C PILE TUD OR STUD TO STUD DETAIL WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE ( � DTONNATORS GABLE END TRUSS FOR WOOD STRUCTURAL PANELS EXTERIOR CORNER FRAMINGHFAnFP A A R QUIRED FASTENER S P A C I N G FASTENER 2 FEET 4 FEET 6 FEET 10-8d PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN HEADER STUDS ULL LENGTH NAILS TYPE 4 FEET < 6 FEET :; 8 FEET ENDWALL WA STUDS 5d COOLER NAILS AT 10" O.C. O � 2 FEET < NOTE: T1 UPLIFT CONNECTION IS REQUIRED 2"x4" BLOCK NAILED TO EACH 2 II 2" 6 16" 16" 12" 9" BRACE WITH 4-10d NAILS / # JOISTS AT EACH END OF HEADER AND WOOD SCREWS N UPL I AT BOTTOM OF HEADER STUDS IN 2 1 2" 8 16" 16" 16" 12" A A CR UIR R ADDITION TO CONNECTORS AT GYPSUM BOARD l # WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7" O.C. z WOOD SCREWS BOTTOM OF CRIPPLES a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. BLOCKING FRAMING G AND UPLIFT 20 GAUGE STRAP Q ENDS OF THE WOOD STRUCTURAL PANEL. TYPICAL I 10 8d NAILS _ b. FASTENERS SHALL BE INSTALLED AT OPPOSING BLOCKING c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. CONNECTIONS FOR OPENINGS d. WHERE SCREWS ARE ATTACHED TO MASOINRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION—RESISTANT /ANCHORS HAVING MINIMM ULTIMATE ENDWALL STUDS WITHDRAWAL CAPACITY OF 490 POUNDS. FLOOR BRACING AT END BA'YS PANELS SHALL HAVE A MINIMUM THICKNESS OF 7 .1 m SECTION A-A 8d NAIL AT 4" O.C. CEILING BRACING GABLE ENDWALL e. WOOD STRUCTURAL P 16 INCH ) ( WFCM FIGURE 3. 7b)) - 12" MAX. (WFCM FIGURE 3. 7a) EXTERIOR WALL STRAPPING & ANCHORING SCHEDULE FACE OF FOOTING SHEAR A LEQD RUIREMENTS AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO WTES RIDGE TENSION STRAP NAILS USE 8-8d COMMON NAIII S RIDGE SIMPSON CS-20-40 INCHES MIN, 6-8d PER RAFTER 602 LB RAFTER TO RAFTER p EACH END OF ' -1/4 RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER N c NO CEILING CENTER 2x BLOCKING 20 GAUGE STRAP 8-8d TO STUD CONNECTION 2-8d TO PLATES o i, ;� REQUIRED M ON SHEATHING JOINT ~ FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN.. 40-8d 1005 LB PER EVERY STUD ¢ wo 15/32 WOOD STRUCTURAL PANELS CONNECTION ,1 — ON GABLE FACE AND ON WALL BELOW U STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD H BASED ON SHEARWALL REQUIREMENTS 4-8d TO PLATE H/2 BUT NEED IOT H/ BUT NEED NOT * SILL PLATE TO FOUNDATION V" ANCHOR BOLT (14") 7" MIN, EMBEDMENT TABLE 303.23 (SBCCt) PLACE AT 23" ON CENTER WITH 3" BEARING EXC ED 15 FT. AX. \\�\ EXCEED 40 FT. MA GABLE ENDWALL, BALLOON FRAMING RAFTER z BP-3 PLATE, 12 FROM CORNER OR SPLICE _ Ld FOUNDATION DOUBLE WALL " SSTBL20 SIMPSON (14) 4685 LB PER IN 3000 PSI CONCRETE, LOCATION OF STUD (SHEAR) SDS Y" X 3' CONNECTION (CORNER) HOLDDOWNS AS SHOWN ON FOUNDATION PLAN PREFERRED METHOD J WOOD SCREWS 7" MIN. EMBEDMENT FOUNDATION CLEARANCE FROM SLOPES 8d NAIL AT 12" O.C. ON RIDGE BEAM NOTES: ALL FRAMING MEMBERS ALL STRAPPING INDICATED MEETS OR EXCEEDS TfHE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 1/2" SPACING—-,, NOT AT PANEL EDGES J CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FO>R EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ALLOWS RIDGE TENSION STRAP DETAIL to TABLE 3.2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. NAIL PENETRATION INTO FRAMING IS ACHIEVED, HOLDDOWN GYPSUM BOARD o o' INSTALLATION w �' � * INSTALL THROUGH FIRST FLOOR SHOE. 16d NAIL AT ♦ — DOUBLE PHD5 24" O.C. V P_ AT HARDWAR STUD (MIN.) E p ° CORNER STUD E --- CONNECTED TO O ROOF RAFTER HOLDDOWN o o TRANSFER SHEAR ° TAB L E R301 . 5 Q) (PHD5) -- ° ° NOTE: SIMILAR C NNECTION SIDE WALL �� ti 1" (0 o ° AT FOUNDATION, 8d NAIL AT 6 c• 20 GA. STRAP-14 WIDE MIN. ID p O.C. (ALL PANELcm W/(8) 8d NAILS ° 2-16dCOMMON EDGES) ° NAILS AT 6" D.C. WOOD STRUCTURAL PANEL MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) ® >- EACH SIDE SIDE WALL 19 —END WALL INSTALLED IN ACCORDANCE WITH ■� Z ® WCFM HIGH EDITO 3.1, USE LIVE LOAD '- i r SL�e�DDR ) cr_ a I I (A) OUTSIDE CORNER DETAIL �, _ EXTERIOR BALCONIES 60 Cn W BAND JOIST DECKS 40 (� GYPSUM BOARD 8d NAIL AT L ,� ° - PHD5 6" O.C. (ALL PASSENGER VEHICLE GARAGES 50 CID i PANEL L SIDE WALL TOP PLATE o EDGES) ATTIC WITHOUT STORAGE 10 m Simpson Strong — Tie Simpson Strong— Tie ° ATTICS WITH STORAGE 20 (z cz Sim r p g WOOD STRUCTURAL � a P H D ° ° PANEL INSTALLED IN \OOMS OTHER THAN SLEEPING ROOMS 40 A35— Chimney Framing o ACCORDANCE WITH ° ° NAILING SCHEDULE 16d NAIL AT HOLDDOWN ° p CORNER STUD TABLE 3.1, WCFM 2001 zI 24" O.C. SLEEPING ROOMS 30 2 CORNER BRACING DETAIL (PHD5) p p ° CONNECTED TO ( ) ('3 ROOF RAFTER RIDGE DETAIL p p TRANSFER SHEAR HIGH WIND EDITION z STAIRS 40 ° ° 8d NAIL AT 6" O.C. ON SHEET NO. 3 SCALE: N.T.S. 3 SCALE: N.T.S. DOUBLE ALL FRAMING MEMBERS GUARDRAILS AND HANDRAILS 200 FLOOR TO FLOOR AT'HAhDWARE AT PANEL EDGES AND (B) INSIDE CORNER DETAIL HOLD DOWN 12" O.C. ON ALL • - CONNECTION FRAMING MEMBERS NOT BRACKETS AT SHEAR WALL CORNERS, AT PANEL EDGES WINDOW ANM DOOR OPENINGS: EXTERIOR CORNER FRAMING (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 3.8a & 3.8b J. 1 WFCM HIGH VVI N D EDITION (TABLE 3.2 WFCM 2001 HIGH WIND EDITION) ( TABLE ' f SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT The design of this structure is based upon prescriptive approach using the G E N E R A L N 0 T E S; Wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association and the 'RESIDENTIAL CODE of NEW YORK STATE' 1. All works shall be performed in accordance with all state, ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERMITER MAXIMUM ANCOR BOLT SPACING 2007. municipal, local zoning and building codes and ordinances SUPPORTING EDGE NAIL SPACING (IN) (5/8 ANCOR BOLTS) having jurisdiction and best standards of construction 2 Criteria, see Table R301.Design Geographical NUMBER OF NAILS NAIL SPACING For the Climatic and Geog P g (ra 1) on practice. JOINT DESCRIPTION 1 STORY 72 sheet no. 1 The American Institute of Architects Conditions shall apply SILL PLATE TO FOUNDATION 2 STORY ALL 36 All non engineered lumber to be Douglas Flr#2 or better to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER (CRAWL SPACE OR BASEMENT) 3 STORY 23 Wind Limitations-Section R301.2.1 2. The Contractor shall verify all conditions at the site. Any 4-8d PER JOIST 3 28 Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris discrepancies must be brought to the attention of the Architect CEILING JOIST TO TOP PLATE TOE-NAILED) WALL BOTTOM PLATE TO FOUNDATION 1-3 STORIES Protection Fastening Schedule For Wood Structural Panels) prior to commencement of construction, The Contractor shall be CEILING JOIST TO PARALLEL RAFTER FACE-NAILED SLAB-ON-GRADE 6 57 9-16d EACH LAP Dead Load-Section R301.3 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP NOTE; MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON ,SEE DETAIL. Live Load-Section R301.4 except for hidden job conditions. Z Light and Ventilotion-Section R303 3. Contractor shall guarantee to the Owner that all materials and O Minimum Room Area-Section R304 equipment incorporated in the work will be new, and that all work _ COLLAR TiE TO RAFTER FACE-NAILED 6-8d PER TIE TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Ceiling Height-Section R305 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Sanitation-Sectlon R306 of one year form the date of the final Certificate of occupancy. Toilet Both and Shower Space-Section R307 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 method, techniques, sequences or procedures, or for the safety _ WALL FRAMING OR PANEL SIDING FOR 8d COMMON NAILS Garages and Carports-Section R309 precautions and programs in connection with the work, and he Emergency Escape and Rescue Opening-Section R310 shall not be responsible for the contractors failure to carry out INCHES O.C. Exit-Section R311 the work in accordance with the construction documents. The 2-16d (SEE NOTE 1) PER FOOT Landing-Section R312 Architect shall not be responsible for the acts or omission by V) TOP PLATE TO TOP PLATE FACE-NAILED the contractor No changes shall be made in the documents w 4-16d JOINTS - EACH SIDE EDGE PERIMETER R 16 E Romps-Section R313 9 TOP PLATE AT INTERSECTION FACE-NAILED F N Stairway-Section R314 and/or the building as designed without the expressed written o 2-16d 24' O.C. E 6 Handrail-Section R315 consent of the Architect. STUD TO STUD FACE-NAILED INTERIOR ZONE t6 F 12 (SEE NOTES 2) Guards-Section R316 5. The contractor and all subcontractors shall maintain continuous HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES E Smoke Alarms-Section R317 insurance coverage statutory policies (Worker GABLE ENDWALL RAKE AND RAKE TRUSS Foam plastic-Section R318 Compensation, etc.) and general liability in an mount not cn 2-16d PER 2X4 STUD F Flame S read and Smoke-Section R319 Z TOP OR BOTTOM PLATE TO STUD (END-NAILED) P less than $ 5 million and automobile liability and damage o 3-16d PER 2X6 STUD E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R320 coverage not less than 3 2 million. The Architect shall be v) F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R321 named insured on an and all policies. > 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R322 y LJ SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R323 6. Provide 0.025" aluminum termite shield over fibrous 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING insulation at all perimeter sills. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST (OR BLOKING MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R324 7. All wood in contact with concrete or masonry to be Wolmonized FACE-NAILED) 2-16d (SEE NOTE 1,2 TO 6 INCHES 0. C. Site Address-Section R325 or pressure creosoted. ( PER FOOT 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R326 MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Flood Resistant Construction-Section R327 8. A single station smoke detector alarm device shall be installed FLOOR FRAMING TO 4 INCHES 0. C. in each bedroom, on all floors and shall be all interconnected per code. 4-8d PER JOIST M4. TABULATED 4* O.C. NAIL SPACING ASSUMES EMBERS WITH G>0 9. FOR FRAMING MEMBERS WITH OI42<G 0.49NG HED THETNAILING SP ACINGS RUSS FRAMING ACINGS SHALL BE REDUCED Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED Design based upon presumptive load bearing values of sandy gravel and or gravel as per New York State Code. 10 TO 3 INCHES 0. C. 10. Heating to be designed to provide 70 degrees F. with outdoor BRIDGING TO JOIST TOE-NAILED 2-8d EACH END at 3000 pounds designed air-temperature of 0 degrees F. and 15 MPH wind. (TABLE 3.2 WFCM 2001 HIGH WIND EDITION) per square foot. Contractor to consult Arcitect if different soil materials are 11. All electrical work to be in accordance to the rules and 3-16d EACH BLOCK found upon excavation, BLOCKING TO SILL OR TOP PLATE TOE-NAILED SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is ' 3-16d EACH JOIST or test hole, for alternative footing and foundation wall design. to be presented to the Owner at the completion of the job. n LEDGER STRIP TO BEAM FACE-NAILED CONNECTIONS RESISTING LATERAL& SHEAR LOADS Foundation Notes: 12. Plumbing Installation to comply with State and Local codes I- 3-8d PER JOIST and the sewage disposal system to meet Health Department standards. JOIST ON LEDGER TO BEAM TOE-NAILED 5 8 Ancor Bolts SSTB-28 See chart on this sheet for spacing LL.I » 3-16d PER JOIST SHEATING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING ,� ) " P g 13, Do not scale drawings. Use figure dimensions only. OR PANEL SIDING FOR 8d COMMON NAILS 8 poured concrete foundation wall 8'-0" high 3000 # test 14. All work to conform to the rules and regulations of the New York V) LU BAND JOIST TOJSILL END-NAILED Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing Energy Conversation Construction Code. All glazed area to be double BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST SE NOTE 1) INCHES O.C. E N 3 " ANCHOR L 16"x8" poured concrete wall footings, 3000# test glazed and all exterior door to have Insulated cores. (� ROOF SHEATHING E 6 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds z 4" EDGE ZONE 16 F 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. STRUCTURAL PANELS 8d (SEE TABLE 3.8) Dam proofingat exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and INTERIOR ZONE 16 F 12 30"x30"xl2" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for DIAGONAL BOARD SHEATING CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q 2-8d PER SUPPORT E- NAIL SPACING AT PANEL EGDE (IN) Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. 1"X6" OR 1"X8" 17. Architect has not been retained for site supervision, on-site 3-8d PER SUPPORT F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) „ inspection and certifications as required or requested b the Owner, Q 1"X10" OR WIDER 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT P q q Y CEILING SHEATING REQUIREMENTS SHALL BE USED. Foundation wall to extend a minimum 8 above finished grade All footing to be carried down to undisturbed soil contractor or local building department. 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH No footing shall be set higher than a 30 degree an le from an other footing 5d COOLERS 1" EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. 9 9 9 9 Y 9 O GIPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Pour no concrete on frozen ground or in freezing water. C) WALL SHEATHING FOR COMMON NAIL Provide 3 1/2' steel lolly columns. Bockfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS 8d SEE TABLE 3.9 SIMPSON H-8 strength and has been anchored to the floor above, or has been sufficiently cc STRUCTURAL PANELS ( ) braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G 5- 8D TO STUD Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND FIREBOARD PANELS 4- 8D TO PLATE Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT 7/16" 6d 3" EDGE / 6" FIELD (EVERY STUD) SIMPSON Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 $" ANCHOR BOLT (14") Fireblocking - Section R502.13. Z 25 32'= 8d 3" EDGE / 6" FIELD BP-3 PLATE ANCHOR BOLTS IN FOUNDATION USE: w Floor Construction; SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie GIPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD 7" MINIMUM EMBEDMENT NOTES FOR SPACING 3/4 plywood subfloor, fasten per Table 3.1 WFCM. 8d (SEE TABLE 3.9 . (SEE ANCHOR SCHEDULE, Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q HARDBOARD UJ ON DWGS A-3.1 AND A-3.2) Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER PARTICLEBOARD PANEL 8d (SEE TABLE 3.9) 2-2x5 ACQ sill with termite shield and sill seal, LTP4 16 O.C. AT EXTERIOR PERIMETER Q SIMPSON Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" DIAGONAL BOARD SHEATING C• •D , •• ( )- Sd NAILS AT EACH END 4 » » » 2-8d PER SUPPORT a.•. , ° •1' �- PHD5-SD53 Wall construction - WFCM Prescriptive Method. USE 1 X6 OR 1 X8 °a ° (14) SIDS y" X 3" WOOD SCREWS Wallfroming and finishing shall be nailed and or screwed In accordance with GARAGE STUD GARAGE SILL PLATE USE: 1"X1O" OR WIDER 3-8d PER SUPPORT c % a&> °° �. % Table 3.1 WFCM SSP CONNECTOR AT 16" O.C. NOTE: 7 MIN EMBEDMENT 1x6 fascia, wrap FLOOR SHEATHING °•° c>' ,°•° •4°. >'� SEE FOUNDATION PLANS A-3.1 AND p USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING ° ( Overhangs as noted. '° �• '° , D ,`° °•' C °u G , A-3.2 FOR LOCATION) Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X `J" LAG STRUCTURAL PANELS D ,'° ►a�a 41 a,• �° 116. Z Q'°D, • �° MINIMUM DOUBLE STUD Alluminum gutters and leaders. Siding: see Elevations. " ° ° , °.b' D ,'o' D .'> D .'> ° u ( Tyvek housewrop. MTS 36, 16" o.C. BOLTS AT 16 ON CENTER 1' OR LESS 8d 6 EDGE / 12 FIELD ° . � c , c ° v ° c '°d ° USE (4)-8d NAILS AT EACH END ° ,. �� 1/2 plywood sheating, see fastening schedule, Table 3.1 WFCM. „ D . a ' a a ai, ' a p. D FLOOR TO FLOCK CONNECTION USE; GREATER THAN 1" 10d 6 EDGE / 6 FIELD a 4'° �•4 ,f�'° c ° 2x4x Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate MSTA 36, 16" O.C. DIAGONAL BOARD SHEATING ° �a °° '�o °° '�o ° ,a 1/2�� Gypsum wall board USE (4)-8d NAILS AT EACH END C 4 C 5/8 Type X GWB in garage. Simpson Strong-Tie 2-8d PER SUPPORT - �'� C. , • o °° 1/2" MR GWB in wet areas RAFTER TO STUD CONNECTION USE: p 1"X6" OR 1"X8" 1 3 4 MINIMU D ' ° ° ,"'o' D SEE PLAN At least ore window in each sleeping room shall comply with the exit re irements MTS 36, EACH ROOF RAFTER " » / s•' of section R310. P g PY q USE 8 16d NAILS AT EACH END U210 2X6 H 1 X10 OR WIDER 3-8d PER SUPPORT EDGE DISTANCE 4 ° a ° ' a ° ° Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST � 1. NAIL REQUIREMENTSAREA BASED ON WALL_ SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS ° ' - ° ' figure R 602,6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-10d x 1 1 2" U � NAILED ,3" ON-CENTER AT THE PANEL EDGE; Follow exterior comer framing detail figure R602.10.5 / DECK TO OBTAIN HIGHER SHEAR CAPACITIES. NAILIING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR WALL TO FOUNDATION CONNECTION Roof assemblies - WFCM Prescriptive Method PBS44AOST FORTEA HNPOSTE CONNECTION USE: ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section z SHALL BE USED TO MAINTAIN THE LOAD PATH. R905.6) PC44 FOR EACH POST 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED DECK POST TO GIRDER CONNECTION USE; Underla Q w yment application (Section R905.2.7,) o' TO BE REDUCED TO 1-6d NAIL PER FOOT. SIMSON STRONG - TIE �� For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- GIRDER TO DECK JOIST CONNECTION USE: 1 1/4 COIL STRAP - 16 O.C. percent slope), MTS12 ® EACH,JOIST Simpson Strong-Tie USE 4-SD NAILS @EACH STUD up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), U210 2X6 underlayment PORCH POST TO DECK USE: ..' WRAP UNDER SILL PLATE shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PS720 (ALIGN WITH JOIST BELOW) �.e AT EACH DECK/PORCH JOIST of MIN. OVERLAP IS 12" underlayment felt layers with and starting at the eaves , fastened sufficiently to PORCH POST TO GIRDER USE: PS720 4-+ hold in place. PORCH ROOF RAFTER TO GIRDER USE: Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, H2.5A AT EACH ROOF RAFTER CZ a- overlapping 4-1 Od x 1 1/2" ' successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. TYPICAL PORCH DECK LEDGER 0 N For roof slopes of four (4) units vertical in telve (12( units, ^' Ice Protfction (Section R905,2.7.1) ^ CONNECTIONS 0 Underlayment in High wind (Section R905.2,7.2) W o Flashing (Section R905.2.8) STU Y2 BEARING PLATE � Chimney and firespaces - Chapter 10 DOUBLE 2X MIN. Energy Efficiency - Chapter 11, see attached report SIMPSON STRONG-TIE Mechanical - Chapter 12 FOR HEADER OR MTS;36 OR 1 1 /4" COIL General Mechanical System - Chapter 13 BEAM � Heoitng and cooling equipment - Chapter 14 ■ STOiCK Exhaust Sustem - Chapter 15 Z Duct System - Chapter 16 Simpson Strong-Tie " AT (EACH ROOF RAFTER USE Combustion Air - Chapter 17 AC4 8-1 6D NAILS AT EACH END, Chimneys and Vents - Chapter 18 AT EACEW Plumbingki 14 Part VII � �- 12" MIN OVERLAP PER U) W COM9PONE NT m STUD TO ROOF RAFTER Simpson Strong-Tie „ U CS20 ty COILED I'p THREADED ROD L IVA CONNECTION STRAP, MIN 12" REQUIRED FOR STU 1/2 OVERLAP AT EACH C L co STUD a m 2'MINIMUM CNW NUT COUPLER o SIDECOVER a o a MIN EDGE I ®� DISTANCE* FLOOR TO FLOOR SI LL PLATE TO R M JOI ST AND -� SIMPSON STRONG - TIE CONNECTION RT2.5 . ,:. z 'o .o e 1 1 4" COIL STRAP - RIM JOIST TO STUD CONNECTION • ' ;•:3:; :f 9o\ '•• ;• c ' MIN EDGE SHEET NO, FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* 16" O.C. USE 4-8D Si *NOTE: SEE MANUFACTURERS AB NAILS AT EACH STUD CONNECTIONS: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN OVERLAP IS 12 INSTALLATION CANTILEVER CONDITION PORCH COLUMN CONNECTIONS