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HomeMy WebLinkAbout40225-Z ��otiOSUFF�t'ftoG� Town of Southold 9/16/2016 P.O.Box 1179 o - �' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38515 Date: 9/14/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 250 Seventh St, Laurel SCTM#: 473889 Sec/Block/Lot: 126.4-7.8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/14/2015 pursuant to which Building Permit No. 40225 dated 10/29/2015 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 covered porches, side entry, attached two car garage and unfinished unheated second floor and basement as applied for. The certificate is issued to Can,Ryan&Michele of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0047 7/25/2016 ELECTRICAL CERTIFICATE NO. 40225 8/24/2016 PLUMBERS CERTIFICATION DATED 9/14/2016 Your Plumber c. Auth ' ed Signa ure o�szr-tlz �o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40225 Date: 10/29/2015 Permission is hereby granted to: Magill, Richard 345 Bray Ave Laurel, NY 11948 To: construct a single family dwelling as applied for per SCHD approvals. At premises located at: Seventh St, Laurel SCTM # 473889 Sec/Block/Lot# 126.-1-7.8 Pursuant to application dated 10/23/2015 and approved by the Building Inspector. To expire on 4/29/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,072.40 CO -NEW DWELLING $50.00 Total: $2,122.40 Building Inspector rhrC )1 Form No.6 hp TOWN OF SOUTHOLD I' BUILDING DEPARTMENT /,/ SO 7� TOWN HALL / of 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00n Date. V, _a 8 _6 New Construction: Old or Pre-existing Building: (check one) Location of Property: Fj 7) 74� sifee d— � A� House No. Street Hamlet Owner or Owners of Property: � C � � :7,9 Suffolk County Tax Map No 1000, Section �� �p Block Lot Subdivision Filed Map. Lot: Permit No. ry Date of Permit. Applicant: Health Dept.Approval: (,/ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ plicant Signature OF 50(/r�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G • �� roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carr Address: 250 Seventh Street City: Laurel St: New York Zip: 11948 Building Permit#. 40225 Section: 126 Block: 1 Lot: 7.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Viking Electrical License No: 34443-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 60 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 8 Smoke Detectors 5 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 19 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt2-30 Emergency Fixtures Time Clocks Disconnect Switches 55 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Combination Smoke/ CO Detectors, 8- Paddle Fans, 3- Exhaust Fans, 6-Step Lights,15 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: August 24, 2016 00Electncal 81 Compliance Form.xls a�0 So& Town Halt Annex ~` 54375 Maid Road t Telephone(631)765-1802 P.O.Box 1179 Fax(631)765-4502 Southold,NY 11971.0959 ' BUILDING MIPARTN ENT TOWN OF SOUTHOLD CERTIFICATION Date. 9/ Building Permit No. Owner: 1 qy) (Please print) l nn�� �7 Plumber: `4400 r P1U>�be t* Ilk e . 30 g.°J� tum (Please print) 4;t I certify lead. that the solder used in the water supply system contains less than 2110 of 1% r' (Plumbeattire) Sworn to before me this day of 20j�— ND7AW PUS Or STATEFON�tY "afiK NO.01WA4758663 Notary Public, t�U County MAI MED IN SUFFOLK COU WTY �pMN1l7IPJl1fVE 3D,z0. 4000/3000n Hvd Wdsv:o ZEOZIZZ/Z0 OF SO(/T�, ��y�DUNi'r,0c� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 FNSPECTION' [ - FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: vi DATE �� �� INSPECTOR i yy� pF SOplyolo -, courm,��' TOWN OFSOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION, [ ] F UNDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOF S0(/l�, cout I,N TOWN OF- SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST, [ ] ROUGH PLUMBING [ ] F NDATION [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CH [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING , REMARKS: DATE / 5 �� INSPECTOR s 0 'IV TOWN OF' SOUTHOLD BUILDING DEPT. 765-1802 I N-SPECTION ] FOUNDATION IST ] ROUGH PLUMBING ] FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION ] CAULKING REMARKS: 4�1 DATE , INSPECTOR70;Z� f� OF SOUTyOIo l/ CoutwTi,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPEC '-ON [ ] FOUN ATION IST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR I ` , OF SOUTyolo �yU0U6li'1,� TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION = [ ] FOUNDATION IST [ IR W PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL- S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] WFIRERISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: t Ll DATE, INSPECTOR r Of SOUj�o! �f i O s cOUM`1,0c� res TOWN O� TH LD BUI DING DEPT. 765-1802 INSPECTION [ ] FOUNDATIOW1 ST [ ] ROUGH-PLUMBING [ ] FOUNDATION 2ND SULATION [ ] FRAMING /STRAPPING [ VT FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: or � ar000�pra 1 flop r IV DATE //a- /G INSPECTOR-20Z ` ea l0l-1 yz� 4� F so�TyOlo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING / STRAPPING [ FINAL (i2e) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ig/,/ �• r DATE D9OC1 (o INSPECTOR 2� ` laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) (FINAL) CODE VIOLATION ] CAULKING REMARKS: DATE -INSPECTORqWVAV;- PETER E. TOKAR ARCHITECT 7 GULLY LANDING RD,MILLER.PLACE, NEW YORK H764 PTOKARARCH@OPTONLINENET (631)208-4097 April 11, 2016 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 To Whom It May Concern, In regards to the Carr residence located at 250 7th street in Laurel I have determined that placing a flush 1 %"x 9 V2»lv1 adjacent to the floor joist that has been cut by the subcontractors will safely and adequately support the floor load that is imposed upon it. Please feel free to contact me if you have any further questions or concerns. Very Truly Yours, ,�® ARO ��� •��� TO/ ��1+ _ [f Peter Tokar Architect OF D DD APP 14 2016 BUILDING DEPT. TOWN OF SOUTHOLD PETER E. TOKAR AR-CHITECT 7 GULLY LANDING RD,MILLER PLACE, NEW YORK 11764 PTOKARARCHCOPTONLINENET (631)208-4097 15 a V July 19, 2016 Town of Southold r D Building Department L- J U L 2 2 2016 Town Hall Annex Building 54375 Route 25 P-n_ Box ] 179 BLTI—LDINGDEM Southold,NY 11971 TOWN OF SOUTHOLD Attn: Mr. Mike Verity Dear Mike, In regards to the Carr residence located at 250 7t'street in Laurel I have determined that the steel columns used in the basement are adequate to support the load that is imposed upon them. Please feel free to contact me if you have any further questions or concerns. Very Truly Yours, V,,e D A R � C' TO/f ®� Peter Tokar s�� 0?710- Architect ®� ��� APPLICANT S.C.T.M.# 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) D11— bOSU�� NAME EVA6 CA kR Section Block Lot Wz STOP10iIWATER FINAL D p516 21fl g27? ate. INSPECTION REPORT FORM Signature Tdephone Number COMPLETED Indicate All Site Work that has been completed Checking Yes/ No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED YE NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. c. Condition of Stockpiled Soils. 00 tj - `� 111 d. Verification of Size& Depth of Leaching Pools. 5 2016 e. Verification of Drain Pipe Installation/Concrete Parging. 0�� _4, f. Driveway Installation within the Town ROW-Highway Specifications 0 g. Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter & Leader System-Drainage Piping 000 i. Instalation of proposed Swimming Pool and discharge ring. 00� j. Inspection of Construction Entrance/Staging Area(s). 00� k. Location of proposed concrete washout area(s). A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations. >k OPTION : 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION#:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION#:3: Site Inspection of open excavation prior to complete backfill and a wr a the Town Engineering Department. OPTION#: 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit P raphs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York of a rainage structures with appropriate background indicating location Professional Certification& As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: T R-teis �a ! (�— dV$ **** FOR ENGINEERI DEPART IE NLY**** Additional Work is Required for Approval. Reviewed & SMCP Installation is Not Complete. (See Notes Above) Approved By. — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Plan Installation has been Date: Inspection # („ Completed & Approved by the Engineering Department. I L7-- FORM * SWCP Inspection Report Form -TOS October 2014 -me - r •. r r. •s.�iil+ 6 s, .moi Ir. _,! . MAP T � - r i IST MAR - 1r.1 r r' ,LLit� .vim ; I .. - i I i. - v Millp r . I r down W � r } TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following;before applying? TOWN HALL ,- Board o;f.Heaith SOUTHOLD, NY 11971 - - -- - - 4•sks,ofBuildingPlans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey` SoutholdTown.NorthFork.net PERMIT NO. Check Sep'tic'Form. " N.Y.S.D.E.C,•, 1 Trustees �} I C.O.Application + Flood Permit Examined ,20' `' ` i Single&Separate rm s SEP VIS U - Sto -Water-Assessment Form rContact: Approved - 20/ 5 „�LpC pr Mail to:- a Disapproved c _ Phone: 5k- 'o?�/� l�a 7 7 Expiration ,20 - � . , • , +, , OCT 1 2015 -PPLICATION-FOR BUILDING'PERMIT' - - Date i , 20 9LDG DEPT ''' ' INSTRUCTIONS== = fl,Q a. This application MUST be completely filled in by`tjfe�ur•%fer`or`iri.ink aridfsubmitted 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 premisesS:relationslup to adjoining,premises or public streets or areas, and waterways. - c. The work covered by this applicaiionm6y not,be commenced;l efore;issuance-ofBuilding Permit. d. Upon approval of this application,the Building Inspector Wiil issue a Buitaing'Permit to the applicant, Such a permit shall be kept on the premises,available.fordiispection throughout the work s e.No building shall be occupied or used in whole or m part'for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the woi authorizes'�i'as_not commenced within 12 months after the date of issuance or has not been completed within 18 months from such;d'ate.If no zoning amendments or other regulations affecting the property have been enacted in the iriferim,the Building Inspector�may authorize, in`writing,the extension of the'permit for an addition six months. Thereafter, a new permit shall be required. i APPLICATION IS HEREBY'MADE:to the,,B,uildirig�ep',ai;tmentfor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the`Town,ofS,outhold Suffolk Courity;`New 7 of k;,ana�other',applicable Laws,;Ordinances or Regulations, for the construction of buildings, additions, or a1ter�tions orifQr"moyal or.,demolition,as herein described. The applicant agrees to comply with all applicable laws, ordinances,building,cpft;ihousing cbde,'•and regulations; and to admit authorized inspectors on premises and in building for necessary inspections. a (Signature of applicant or name,if a corporation) f ' '(Mailiiig:address;of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,.plumber or builder Name of owner of premises Rq q111^ (As-on the tax roll,or.Iatest-dee i *-C1t C�,4- vc . ,,(_ � If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) be, Gte,' e_rA?Iv1 pc� Builders License No. Plumbers License No. Electricians License'No. Other Trade's License No. 1. Location of land on which proposed work will be done: a 71h .Sdya_+ LewI House Number Street ;;; ,,.-,.-Hamlet —7, ; County Tax Map No. 1000 Section t' (o Block /'`'`t' '''' Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (��een b. Intended use and occupancy Se 1(4 LT,r 1 in 3. Nature of work (check which,applicable): New Building f/ Addition Alteration Repair Removal, Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number ofldwelling units Nqmb"'" ergo' di etling units on each floor If garage,' humbel 'of'cars' 6. If business, commercial or mixe4 occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height "N'umber of Stories Dimensions of same structure with alterations or additions: Front 'Rear_ Depth Height - � "wrc,: J ,':,; 4"Number of Stories 8. Dimensions of entire new construction,Ftont-I:A,, ; s)'it 1. I `., " '� - De"ptha , Height Numb"e"r of"Stori'es `t`" 9. Size`of lot: Front 'Rear �t f.• ;,rl., Depth 10. Date of Purchase Name of Former".Owner " 11. Zone or use district in.which'premises;are situated�t''"' 12. Does proposed cons4uction',vy,61ate.any,7,o'ing'law;6fdiriar ce'6r iiegblation?iYE,S= NO r _ 13. Will lot be re raded? YES '� .' f ? ' -g _ 1i. NO . Will excess'fi'll�-be�re`mo,ved'fr'om;}.premis`es? YES 'NO� 14. Names of Owner :Address , J & _ �t �� .Phon'e No. Name of Architect F :eY T�c�k 5 :iXd`dress _ � ,'t. ' Phorie,No ' Name of Contractor /,ii ! A'ddress'= V ,•f �!" Phone No.' t, 3. .. 1 a , , le ..Jx • , 15 a. Is this propertytwithin 100;feet-ofa"tidal wetland:or:a`~fireshu%ater'v�!etland?s*IYES,'•.:', •'NO * IF YES, SOUTHOLD TOWisT;TRUSTEES.&'b:ESC:T�ERIVIITS'?IvIA•Y'-BE RE'-UI'RED, U,� b. Is this property:witl}in'300ifeei,of&tidal,wetland?,*!YES"' * IF YES; D.E.C. PERMIT-S.MAY'BE`REQITIR'ED:'°'`_�r',•,'' t; 16. Provide survey, to scale, with`accurate foundation plan and distances to property lines. 17. If elevation at any point ori"pioperty'i's"at'10 feet or below, must provide topographical data on survey. 18. Are there any covenants-,and-restrictions with respect to this property? * YES NOZ * IF YES, PROVIDE A COPY'r STATE OF NEW YORK)' SS: COUNTY OF S o ..being,auly,sworn, deposes and says that(s)he is the applicarit (Name f individual signing contract)above.named; (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best-of his knowledge and belief-, and that the,work will be performed in the manner set forth in the application filed therewith. Sworn to Wore me this _ aD day of �_20 15 • TRACEY L. DWYER Notary P lic NOTARYPUBLIC,STATE OF NE Si ature of A licant NO.01 DW6306900 PP QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Qa of soilry�� � o Town Hall Annex � � Telephone(63 t)765-1802 54375lbla�n Road ax W—)-io"i- 5 2 P_O_ Box 1179 _ o roger_richert(crfown.souf9o1d.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY- Date. i 1 ICompany Name: Ole G Name: FLUS / -A/ �: /1) - s License No-: 3 y y 3 _. M E Address: VZ 14A PI /V I— Phone-No.: 63 ,. q 7 JOBSITE (NFOR-I17IAMN: ('Indicates required informafio } *Name: 12Y,60 Cxeo, Maoij l *Address: a:5;9 . . , D . . *Cross Street *Phone No_: - S/( - Z#/- ?2,77 f Permit No.: dS Tax-Map District: 1000 Section: 7i Block: Lot- o *BRIEF DESCRIPTION OF WORK(Please Print Cle rly lw (Please Circle All That Apply) Is job read -" � ' y for inspection: YES 00 ugh Final *Do•you need a Temp Certificate: /�ES� NO l Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � I 82-Request for inspection Form ��g�FFOL,�Go Town Hall Annex ��� ;; �y� Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 co Z= Southold, NY 11971-0959 .�- • 4 BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS `I YQE GQNSTRUCTLON, PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: zl- Owner: l e- G7 r Location of Property: �h ✓��,# .X ' .� (� , _ Please take notice that the (check acable'line): �`� • !ice New residential structure :r>�:• yr�••'i - Addition to existing-residential structure Rehabilitation to an<-existing residential structure r to be constructed or performed at the I§u�ject'iirb'p rty-;refr✓rdn above will utilize (check applicable line): _ { Truss type construction_ TT r Pre-engineered wood ponstruct�vri ((?V1l); Timber construction (TC)z in the followirig location(s) (check applicable line): Floor frarning, including• ;9'' ers:and-Beams(F).. Roof-framing(R)' Floor and roof framing (FR) Signature: 1 l- Name (person submitting this for:Ti): 1 n Capacity (check applicable line): Owner Owner representative " , v � TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFJ:EQT-IME RA' - l t, ROiYiAN ALPHANUMERIC -PANTOf DES(GNATION.OF`'CONSTR_UCTION (PMS)#. 67 _ .,. Yµ. TYPE 67aS1 DRON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE REFLECTIVE WHITE r. 112...STROKE --•--. .__ -•- �-D!EStTx1�f2�Ci`�t;I'FOFt`�'t'f�.t1�1'ti-RAi� :_ �_--_---• .•---- --, ---_ _. ---- -- 7R(1SS CO(2S`i•RUCTION "F" FLOOR FRAMING,INCLUDING- - -- GIRDERS AND BjFA0 s• "R" AAWIit6i' t1'G C VM TH 19 W.CRR PARF.12Es.54�i,,--. - - CODES OIV•ISIQN DALE TRUSS IDENTIFICATION SIGN DATE_-C 40&2005 • ' NEW� �`�.�-'RI� STATE DEPARTMENT o STAT E DIVISION OF CODE ENFORCEMENT = f DEP;Iu mts' AND ADMINISTRATION ; teNr•.o s (s) I- N 0 TOWN OF SOUTHOLD PROPERTY RECORD CARD AGE NIST. SUB. LOT STRiE—T * d OWNER LTA- ACR. ! REMARKS TYPE OF BLO. PROP. CLASS LAND I P. TOTAL DATE co :3 a, P7- Lo 00 OD ro Lo Lo r- Lo Lo FRONTAGE ON WATERTILLABLE FRONTAGE ON ROAD WOODLAND 00 0 DEPTH MEADOWLANDI 0 cq HOUSEILOT BULKHEAD m TOTAL X01 OD m M ---- �i15 y �" TOWN OF SO�➢THOLD PROPERTY RECORD CARD.4j - - ° - OWNER — — - _ ---- STREET VILLAGE - — DIST. —� SUB. LOT Acs. . REMARKS TYPE OF BLD. X ,. PROP. CLASS w _ . cn V H LAND IMP. TOTAL DATE _ t. o b ' o 00 0 m - Lo LoLom LD r; FRONTAGE ON WATER TILLABLE mm FRONTAGE ON ROAD .5 — _ r WOODLAND DEPTO-k • MEADOWLAND Nsso BULKHEAD HOUSEILOT TOTAL TjOWN OF SOUTHOL® P 0P91kT . RECORD CARD OWNER �Y STREET VILLAGE DISTRICT .� L0 ' w �� r1c E ACREAGE loll FORMER OWNERN '2 7 TYPE OF BUILDING %�• RES. f :; SEAS. VL. FARM Lo� COMM. 1 IND. CB, I MISC. Ii Est. Mkt. Valve x .. LAND Imp. TOTAL DATE REMARKS,/y3y JrA/1 117 f•OY& »ti w T qAGE BUILDING/CON-131/10%,,} ..! n f f f " I l 1 •n cF' W� i' s�CS Yf�l 1����;rl NO AL BELOW BOV R EON A°TER rFgr� �Ac 1 e Ac ZValae FRONTAGE ON ROAD c o Tillable 1 ``- -- ' �:� BULKHEAD qd 7� 2- 6v > f _ --: co LO ^Tillable 2 a -- _ ��a DOCK 1 1 I! vz m Tillable. B � r7-w, -� G� {�-;1 '7 ?� L..•� (B 6C`� �_ r ( �• Woo rad $ ,�Oa 2 5 LD Swa pkarad 1g 70 N Brus IQnd� -. s GLS Son ' . lP Z 3�! 3 " f Qctr o �u1 e a' '.� �'1G! .3 00 mN House Plot 00 N -V 3 ADO J Total- r- m Ln -TcNdAk W C13 I � S 5 - I� • 1 '� 1 1 I 1 � I, J' , I r U I I t I I # I 1 N 1 ^� ISI .4..- ^'• Cn 114 O I I ! Ln 71 Both Foundation M. Bldg. - -- ' Floors " ExtensionBasement � Ext, Walls �� Interior Finish r _ I Extension - o ~ Fare Place Reat _ �- Lm E5dension — _ ---- --- . I iO �¢ Porch I Roof Type m toQorch Rooms Ist Floor i �A �a I P io >,f Rooms 2nd Floor. `•I forage Driv dormer I ,^ CO I _ N 1 7 m - m TOWN OF SOUTHOLD 0*0PERTY RECORD CAAD� m OWNER STREET '( VILLAGE DISTRICT SUB. LOT Z� w FORMER OWNER N E ACREAGE J >44 7m ur S W TYPE OF BUILDING RES. ,/ SEAS. VL. FARM comm. � IND. I CB. I MISC. 1, ' � Est. Mkt. Vafue *' LAND IMP. TOTAL DATE REMARKS W 0 300 a3 � o c c� �# Sid t' f� r �O - cP JL �� t�{5 , c� � �t =o .--- !111 `� � — I3 Z i �17 � o/rr fo ?r1 r z AGE BUILDING CONDITION �, Ao )v i/f ,3 a Z JI 7•��j o� C s of NEW NORMAL BELOW ABOVE FRONTAGE ON MATER Farm Acre Value Per.Acre Value FRONTAGE ON ROAD OD Tillable 1 BULKHEAD (iZ, 14,2 m--- 10 Tillable 2 r~ _ Tillable 3 Woodland Swampland N CX) Brushland m House Plot N CS) m Total -'- TOWN OF SOUTHOLD PROPER7Y RECORD CARD `ta OWNER STREET 1PILLAd3E DIST. SLAB. _ LOT 0A L du ACR. � � REMARKS ---- : TYPE OF BLD. PROP. CLASS L NA ® I P. TOTAL DOTE LO Z 1c �. 1 - .�'�' I �- � " -fir A _ - .r o F- Cfl - m - 00 m u') _ Lo N m Lo Lo FRONTAGE ON WATER TILLABLE N FRONTAGE ON ROAD WOODLAND 00 -- com DEPTHMEADOWLAND N m BULKHEAD TOTAL m - , 1 -Az "" TOWN OF SOU T HOLD PROPERTY RECORD CARD -- -=--- - a _ _ • —_ �_ OWNER STREET --VI_LLAGE_ D6ST. SUB. LOT ACR. REMARKS -- TYPE OF BLD. .. PROF. CLASS w V u~, LAND IMP. TOTAL DATE r" :32 A �1.2 2) J2.c = -- - o • m m Go m �a m �o Lo r; FRONTAGE ON WATER L TILLABLE Go FRONTAGE ON ROAD WOODLAND N DEPTH MEADOWLAND N co BULKHEAD TOTAL •' .-�'e �'�', = ,�. ._ _�• -� � �{' fit�. . �„4„� - - ,� . ►N OF SOUTHOLD 1P PERT R CORD CARD OWNER STREET VILLAGE DISTRICT ,SJJL, LOT • IJj FORMER OWNER � N tic E ACREAGE 1 � ovic1F kH c �ufia w TYPE OF BUILDING RES. SEAS. VL. FARM L/- comm. 1 IND. � CB:, I MISC. (- � Est. Mkt. Value x .. LAND IMP. TOTAL DATE REMARKS,/v3 f j'� •/Y Ar.a. ati-�de� . w *1•At< o/f -01 F-- of D --7-' cf) a0 a syc-J v�o�a r Z ej / D 7.2 AGE G BUILDING ONDI lQN EW NO AL BELOW BQV R EON ATER oma•c_ ." ff r.F4r�, �Ac f e Ac zValUe FRONTAGE ON ROAD �3!!�l -726) ln Tillable 1 -- ' a:� BULKHEAD 3 qi 7 3 l f r z E _ _ LSC __ Tiliable 2 a Z — �o 0 DOCK r(J qi1 1 Ol � az r` - Tillable. 3LO � j -:1 ?' ? �•� { C`� �7 �� r S ���. �. V+loLO ora�d St�a placed l$ 7C7 �3, 30o i 4 o'I S �- a8Z ��e fi 4z1S� N ' J Brus Ipn1 ed rds �Uc� '`� cepa ll Z 3�� 3 - �ct,f"to �uf i E� e 13 D fit. ,��paw 1-3 m House Plat^ -QLv,:q4ianJZ �& � � Q 0 3 00 � � �S q- 0 'clDO� -N � , Iqr LO ml+cC W � Fro s aL J 1 ' ! i I 1 1 I J wAl. i • `I pLO 1 _ Foundation �, Both M. Bldg. , n"` Floors ` Extension _ ® Basement Ext. Walls Interior Finish 1 y`" — OD CD _ $' Fire mace { Reat _ c4, g, Extension LO 2 Porch ( Roof Type f — Porch Rooms list Floor i LO P Io f Rooms 2nd Floor Driv Dormer ! N C7GrCd -- 04 I . 1 16 hi w ! ,4 _ °fid. • 60 •�.�� -Air, tt -wmw§�L�l �r - s �r z r� Chicago Title Insurance Services, LLC a TITLE NO: C15-7474-16399-SUFF-AMD District: 1000 Section: 126.00 Block: 01.00 Formerly Lot: 007.000 (now shown as 007.003, 007.004 & 007.007) Town of Southold,New York Gentlemen: _ CHICAGO TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property formerly shown as tax lot 007.000 and properties immediately adjoining and finds: SEE ATTACHED and the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES, LLC certifies that the above-captioned property has been in single and separate ownership of Richard Magill and Laura Magill and his/her predecessors in title since prior to 07/01/83 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 5, 2015 CHICAGO TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA J. GOLESKI 5th day of October, 2015 Notary Public JUNE scmr NOtery Public,State of Newyork NO.OISC4793€43 Qualslaed In Suffolk C®un 24 Commerce Drive • Ver ea , York 11901 • (631)284-2400 Fax: (631) 574-2355 Chicago Title Insurance Services, LLC TITLE NO. C15-7474-16399-SUFF-AMD STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-126.00-01.00-007.000 (now shown as 007.003, 007.004 &007.007) That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/83. SUBJECT PREMISES: 1000-126.00-01.00-FORMERLY 007.000 (now shown as 007.003, 007.004 and 007.007) Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD Lot 007.000 now 007.003, AS TO 007.003 & 007.004 007.004, 007.007 &more Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD Lot 007.007 &more AS TO 007.007 CHICAGO TITLE INSURANCE SERVICES, LLC BY: zz Sworn to before me this SANDRA J. GOLESKI 5th day of October, 2015 Notary Public JUNE SCOTT Notary Public,State of New York NO.0I SC4793043 Qualified in Suffolk County Term Expires;May 31,20 / 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 •Fax: (631)574-2355 Chicago Title Insurance Services, LLC PREMISES NORTH (WEST): 1000-126.00-01.00-007.005 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH (CENTER): 1000-126.00-01.00-007.002 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH (EAST): 1000-126.00-01.00-007.006 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) CHICAGO TITLE INSURANCE SERVICES, LLC BY: Sworn to before me this SANDRA J. GOLESKI 5th day of October, 2015 -JUNE!SCMT Notary Public Notary Public,lets of New york NO.0'1SC4793043 Qualified in Suffolk County TOM EXPlOas klay 31,2C_ L- 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 •Fax: (631)574-2355 Chicago Title Insurance Services, LLC 0 PREMISES EAST(NORTH): 1000-126.00-01.00-020.000 Joseph E.L. Gionet and Marjorie M. Gionet Liber 8438 page 152 TO Dated: 05/25/78 Marjorie M. Gionet Recorded: 06/05/78 Marjorie M. Young f/k/a Marjorie M. Gionet Liber 11607 page 443 TO Dated: 01/13/93 Elaine Gionet, Laura Gionet and Susanne Gionet Recorded: 01/14/93 Elaine Gionet, Laura Gionet and Susanne Gionet Liber 11666 page 901 TO Dated: 12/30/93 John F. Wall and Ann P. Wall Recorded: 01/25/94 No proof of death of John F. Wall found in Suffolk County Surrogates Court. _ Ann P. Wall, as surviving tenant by the entirety Liber 12691 page 159 TO Dated: 02/23/2012 Richard A. Wall and Kenneth W. Wall, as Trustees of the Ann Recorded: 04/19/12 P. Wall 2012 Irrevocable Trust dated 02/23/12 LAST DEED OF RECORD PREMISES EAST(SOUTH): 1000-126.00-01.00-019.000 Joseph R. Kent and Louise H. Kent Liber 5288 page 383 TO Dated: 12/21/62 Joseph F. Zimnoski and Bertha S. Zimnoski,his wife Recorded: 01/07/63 No proof of death of Joseph S. Zimnoski found in Suffolk County Surrogates Court. CHICAGO TITLE INSURANCE SERVICES, LLC BY: Sworn to before me this ANDRA J. GOL SKI 5th day of October, 2015 Notary Public JUNE SCS Notary Public,State of New York NO.4 i SC4793043 Qualified in 80olk County Term Epires May 31,20: 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 284-2400 •Fax: (631) 574-2355 Chicago Title Insurance Services, LLC Bertha S. Zimnoski Liber 12105 page 824 TO Dated: 01/18/01 Joseph Frank Zimnoski III and Joan Tyler Recorded: 03/05/01 Subject to the Life Estate Interest of Bertha S:Zimnoski. No proof of death of Joan Tyler or Joseph Frank Zimnoski III in Suffolk County Surrogates Court. Rhonda Tayler, as sole heir and next of kin of Joan Tyler, Liber 12772 page 821 deceased who died 03/11/02, and Barbara Ann Zimnoski and Dated: 04/17/14 Jamison Zimnoski and Wendy Terrano, as sole heirs of Recorded: 05/05/14 Joseph Frank Zimnoski, III, deceased 06/07/01 TO Wendy Polhemus-Annibell LAST DEED OF RECORD PREMISES SOUTH: SEVENTH STREET PREMISES WEST: 1000-125.00-04.00-024.023 Beulah Cooper Liber 3452 page 99 TO Dated: 12/16/52 Henry A. Pollak Recorded: 12/18/52 (premises and more) Henry A. Pollak died 02/20/87, Surrogates File No. 42P1988, letters issued to Rose Pollak. Rose Pollak as ancillary executor and personal representative of Liber 11145 page 423 Henry A. Pollak, deceased 02/10/87 Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak, as Trustee of the Trust under The Will of Henry (premises and more) A. Pollak CHICAGO TITLE INSURANCE SERVICES, LLC BY:� /' Sworn to before me this SANDRA J. GOLESKI 5th day of October, 2015 JUNE OTT Notary Public Notary Public,State of New York NO.0I SC4793043 Qualified In Suffolk Crjuni y 24 Commerce '"rive Iver aXaV, e irk 11901 • (631)284-2400 • Fax: (631) 574-2355 Chicago Title Insurance Services, LLC Rose Pollak, as Trustee of the Trust under The Will of Henry Liber 11145 page 427 A. Pollak Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak (premises and more) Rose Pollak Liber 11408 page 124 TO Dated: 12/11/91 Harvey B. Pollak Recorded: 01/28/92 (premises and more) Harvey B. Pollak Liber 11818 page 333 TO Dated: 02/25/97 The Second Harvey B. Pollak Limited Partnership Recorded: 02/27/97 (premises and more) The Second Harvey B. Pollak Limited Partnership Liber 12113 page 37 TO Dated: 03/23/01 Laurel Links Country Club Inc. Recorded: 04/12/01 LAST DEED OF RECORD CHICAGO TITLE INSURANCE SERVICES, LLC BY: Sworn to before me this SANDRA JAG OAL F aKf<I 5th day of October, 2015 Notary Public JUNE SCWT Notary Public, U00 IDI Neva York No.Oj SC4"1=43 CjUgliiiad in SVlalk Coen -F,am FitptMS May 31,26� 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 • Fax: (631)574-2355 zi Chicago Title Insurance Services, LLC TITLE NO: C15-7474-16399-SUFF-AMD District: 1000 Section: 126.00 Block: 01.00 Formerly Lot: 007.000 (now shown as 007.003, 007.004 & 007.007) Town of Southold,New York Gentlemen: CHICAGO TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property formerly shown as tax lot 007.000 and properties immediately adjoining and finds: SEE ATTACHED and the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES, LLC certifies that the above-captioned property has been in single and separate ownership of Richard Magill and Laura Magill and his/her predecessors in title since prior to 07/01/83 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability,shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: October 5, 2015 CHICAGO TITLE INSURANCE SERVICES, LLC Sworn to before me this SANDRA . GOLESKI 5th day of October, 2015 JUNE-:SCOTT Notary Public Notary Public, _aa o i New York NO.OI SC4793043 Quallllad In Wolk Counf� Ton-n tplmaq May 31,20 ( 24 Commerce Drive 0 Riverhead,New York 11901 • (631)284-2400 • Fax: (631) 574-2355 Chicago Title Insurance Services, LLC TITLE NO. C15-7474-16399-SUFF-AMD STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County, with reference to an application for a variance affecting the following premises: SCTM 1000-126.00-01.00-007.000 (now shown as 007.003, 007.004 & 007.007) That the said records indicate the following chains of title as to premises and adjoining lots;since prior to 07/01/83. SUBJECT PREMISES: 1000-126.00-01.00-FORMERLY 007.000 (now shown as 007.003, 007.004 and 007.007) Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD Lot 007.000 now 007.003, AS TO 007.003 & 007.004 007.004, 007.007 &more Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 i Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD Lot 007.007 &more AS TO 007.007 CHICAGO TITLE INSURANCE SERVICES, LLC BY: J�k/im—Q- Sworn to before me this SANDRA J. GOL KI 5th day of October, 2015 Notary Public JUNE SCOTT Nc)t,ary public,Safe of Nera York No.OI SC4793043 Qualified in St"a'olk County Teta Btpires May 31,20i-1 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 • Fax: (631)574-2355 Chicago Title Insurance Services, LLC PREMISES NORTH (WEST): 1000-126.00-01.00-007.005 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH (CENTER): 1000-126.00-01.00-007.002 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH (EAST): 1000-126.00-01.00-007.006 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) CHICAGO TITLE INSURANCE SERVICES, LLC BY: Sworn to before me this SANDRA J. GO ESKI 5th day of October, 2015 SCWT Notary Public Notary Public,SWO of view York 6C).01 SC4793043 Qual0d in SLt ac)jk County Tom FjOres Njay 31,20--- 24 Commerce Drive • Riverhead,New York 11901 • (631)284-2400 •Fax: (631) 574-2355 Chicago Title Insurance Services, LLC PREMISES EAST(NORTH): 1000-126.00-01.00-020.000 Joseph E.L. Gionet and Marjorie M. Gionet Liber 8438 page 152 TO Dated: 05/25/78 Marjorie M. Gionet Recorded: 06/05/78 Marjorie M. Young fWa Marjorie M. Gionet Liber 11607 page 443 TO Dated: 01/13/93 Elaine Gionet, Laura Gionet and Susanne Gionet Recorded: 01/14/93 Elaine Gionet, Laura Gionet and Susanne Gionet Liber 11666 page 901 TO Dated: 12/30/93 John F. Wall and Ann P. Wall Recorded: 01/25/94 No proof of death of John F. Wall found in Suffolk County Surrogates Court. Ann P. Wall, as surviving tenant by the entirety Liber 12691 page 159 TO Dated: 02/23/2012 Richard A. Wall and Kenneth W. Wall, as Trustees of the Ann Recorded: 04/19/12 P. Wall 2012 Irrevocable Trust dated 02/23/12 LAST DEED OF RECORD PREMISES EAST(SOUTH): 1000-126.00-01.00-019.000 Joseph R. Kent and Louise H. Kent Liber 5288 page 383 TO Dated: 12/21/62 Joseph F. Zimnoski and Bertha S. Zimnoski, his wife Recorded: 01/07/63 No proof of death of Joseph S. Zimnoski found in Suffolk County Surrogates Court. CHICAGO TITLE INSURANCE SERVICES, LLC BY: '&a4a. Sworn to before me this ANDRA J. GOL SKI 5th day of October, 2015 Notary Public JUNE SC Notary Public,Stats of Now York NO.0J SC4793043 QualMed In Suffolk County Tann Eipires May 31,20—Z—F 24 Commerce Drive •Riverhead,New York 11901 • (631)284-2400 •Fax: (631)574-2355 Chicago Title Insurance Services, LLC Bertha S. Zimnoski Liber 12105 page 824 TO Dated: 01/18/01 Joseph Frank Zimnoski III and Joan Tyler Recorded: 03/05/01 Subject to the Life Estate Interest of Bertha S. Zimnoski. No proof of death of Joan Tyler or Joseph Frank Zimnoski III in Suffolk County Surrogates Court. Rhonda Tayler, as sole heir and next of kin of Joan Tyler, Liber 12772 page 821 deceased who died 03/11/02, and Barbara Ann Zimnoski and Dated: 04/17/14 Jamison Zimnoski and Wendy Terrano, as sole heirs of Recorded: 05/05/14 Joseph Frank Zimnoski, III, deceased 06/07/01 TO Wendy Polhemus-Annibell LAST DEED OF RECORD PREMISES SOUTH: SEVENTH STREET PREMISES WEST: 1000-125.00-04.00-024.023 Beulah Cooper Liber 3452 page 99 TO Dated: 12/16/52 Henry A. Pollak Recorded: 12/18/52 (premises and more) Henry A. Pollak died 02/20/87, Surrogates File No. 42P1988, letters issued to Rose Pollak. Rose Pollak as ancillary executor and personal representative of Liber 11145 page 423 Henry A. Pollak, deceased 02/10/87 Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak, as Trustee of the Trust under The Will of Henry (premises and more) A. Pollak CHICAGO TITLE INSURANCE SERVICES, LLC BY: Sworn to before me this SANDRA J. G ESKI 5th dav of October, 2015 '1UNE scuff Notary Public,sWo of New York Notary Public N0°01t° ®w'3043 Q0o0ifled In SU1101 s COOgty Ton"Fjtp1r0p.Mgy 31,2� 24 Commerce Drive • Riverhead,New York 11901 • (631) 284-2400 •Fax: (631) 574-2355 r , C• Chicago Title Insurance Services, LLC Rose Pollak, as Trustee of the Trust under The Will of Henry Liber 11145 page 427 A. Pollak Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak (premises and more) Rose Pollak Liber 11408 page 124 TO Dated: 12/11/91 Harvey B. Pollak Recorded: 01/28/92 (premises and more) Harvey B. Pollak Liber 11818 page 333 TO Dated: 02/25/97 The Second Harvey B. Pollak Limited Partnership Recorded: 02/27/97 (premises and more) The Second Harvey B. Pollak Limited Partnership Liber 12113 page 37 TO Dated: 03/23/01 Laurel Links Country Club Inc. Recorded: 04/12/01 LAST DEED OF RECORD CHICAGO TITLE INSURANCE SERVICES, LLC BY: Sworn to before me this SANDRA J. GO ESKI 5`h day of October, 2015 Notary Public JUNE—SCS M01M Public,SLabe of New York NO.OISC4793043 Qualified in Suiroiii County Tenn Mqplroa May 31,20� 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 •Fax: (631)574-2355 Chicago Title Insurance Services, LLC u TITLE NO: C15-7474-16399-SUFF District: 1000 Section: 126.00 Block: 01.00 Town of Southold,New York Lot: 007.003, 007.004 & 007.007 Gentlemen: CHICAGO TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES, LLC certifies that the above-captioned property has been in single and separate ownership of Richard Magill(as to Lot 007.003 and Lot 007.004) and Laura Magill(as to Lot 007.007) and his/her predecessors in title since prior to 07/01/83 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: September 25, 2015 CHICAGO TITLE INSURANCE SERVICES Sworn to before me this CHRISTINA BUS T 25'x' day of September, 2015 Notary Public JUNE M Notary Public,State of New York NO.99SC4793043 Quallfisd In Suffolk CounityG� 24 Comml?ce riave�' v a�hEA w York 11901 • (631)284-2400 0 Fax: (631) 574-2355 Chicago 'Title Insurance Services, LLC TITLE NO. C15-7474-16399-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Christina Buschatzke,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-126.00-01-00-007.003, 007.004, 007.007 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/83. SUBJECT PREMISES: 1000-126.00-01.00-007.003 & 007.004 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD (covers premises and more) SUBJECT PREMISES: 1000-126.00-01.00-007.007 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) CHICAGO TIT U SERVIC , LC BY IN� Sworn to before me this STC TZKE 25th day of September,2015 Notary Public JUNE SCOTT Notary Public,State of New York NO.OI SC4793043 QualMed on Suffolk County TOMI Expires May 31,20� 24 Commerce Drive •Riverhead,New York 11901 •(631)284-2400 •Fax: (631) 574-2355 Chicago Title Insurance Services, LLC Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH: 1000-126.00-01.00-007.005 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH: 1000-126.00-01.00-007.002 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH: 1000-126.00-01.00-007.006 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) CHICAGO TIT SERVIC LC B Sworn to before me this S Sc T 25th day of September, 2015 Notary Public JUNE Won N0 t8ry Public,State of New York NO.07 SC4793043 Qualiled in Suffolk Country pq 24 ComDIT6MIN464de*Fork 11901 •(631)284-2400 9 Fax: (631)574-2355 Chicago Title Insurance Services, LLC Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES EAST: 1000-126.00-01.00-020.000 Joseph E.L. Gionet and Marjorie M. Gionet Liber 8438 page 152 TO Dated: 05/25/78 Marjorie M. Gionet Recorded: 06/05/78 Marjorie M. Young f/k/a Marjorie M. Gionet Liber 11607 page 443 TO Dated: 01/13/93 Elaine Gionet, Laura Gionet and Susanne Gionet Recorded: 01/14/93 Elaine Gionet, Laura Gionet and Susanne Gionet Liber 11666 page 901 TO Dated: 12/30/93 John F. Wall and Ann P. Wall Recorded: 01/25/94 *No proof of death of John F. Wall found in Suffolk County. Ann P. Wall, as surviving tenant by the entirety Liber 12691 page 159 TO Dated: 02/23/2012 Richard A. Wall and Kenneth W. Wall, as Trustees of the Ann Recorded: 04/19/12 P. Wall 2012 Irrevocable Trust dated 02/23/12 LAST DEED OF RECORD CHICAGO TIT C SERVICE C BY: KE Sworn to before me this 25th day of September,2015 Notary Public DUNE SCOTT Notarypublic,State of Nowr`10Fk NO-OISC 7,93044 7mQuBfifled'n Suftfik County rm EMPI es M8Y 39,20J 24 Commerce Drive 9 Riverhead,New Fork 11901 • (631)284-2400 •]Fag: (631) 574-2355 Chicago Title Insurance Services, LLC PREMISES EAST: 1000-126.00-01.00-019.000 Joseph R. Kent and Louise H. Kent Liber 5288 page 383 TO Dated: 12/21/62 Joseph F. Zimnoski and Bertha S. Zimnoski,his wife Recorded: 01/07/63 *No proof of death of Joseph S. Zimnoski found in Suffolk County. Bertha S.Zimnoski Liber 12105 page 824 TO Dated: 01/18/01 Joseph Frank Zimnoski III and Joan Tyler Recorded: 03/05/01 **Subject to the Life Estate Interest of Bertha S. Zimnoski. *No proof of death of Joan Tyler or Joseph Frank Zimnoski III in Suffolk County. Rhonda Tayler, as sole heir and next of kin of Joan Tyler, Liber 12772 page 821 deceased who died 03/11/02, and Barbara Ann Zimnoski and Dated: 04/17/14 Jamison Zimnoski and Wendy Terrano, as sole heirs of Recorded: 05/05/14 Joseph Frank Zimnoski, III, deceased 06/07/01 TO Wendy Polhemus-Annibell LAST DEED OF RECORD PREMISES SOUTH: SEVENTH STREET CHICAGO E SERV S, LL i B ' CHRIST T Sworn to before me this BUS ZKE 25th day of September,2015 Notary Public DUNE sc Notary Puhllc,SWe of New Yod t; NO.OISC4793043 Qualified in Saao&Goa�roh ® ExPir6s€-98y 31,2 24 Commerce Drive 9 Riverhead,New York 11901 • (631)284-2400 •Fax: (631) 574-2355 Chicago 'Title Insurance Services, LLC PREMISES 'VEST: 1000-125.00-04.00-024.023 Beulah Cooper Liber 3452 page 99 TO Dated: 12/16/52 Henry A. Pollak Recorded: 12/18/52 (premises and more) *Henry A. Pollak died 02/20/87, Surrogates File No. 42P1988, letters issued to Rose Pollak. Rose Pollak as ancillary executor and personal representative of Liber 11145 page 423 Henry A. Pollak, deceased 02/10/87 Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak, as Trustee of the Trust under The Will of Henry (premises and more) A. Pollak Rose Pollak, as Trustee of the Trust under The Will of Henry Liber 11145 page 427 A. Pollak Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak (premises and more) Rose Pollak Liber 11408 page 124 TO Dated: 12/11/91 Harvey B. Pollak Recorded: 01/28/92 (premises and more) CHICAGO TIT E SERVIC , LC B HRISTIN {E Sworn to before me this 25th day of September, 2015 Notary Public JUNE SCOTT N.tart'Public,State Of Nsw y"I" iso.O eS 793043 Quaiim ed in Suffolk Counb Teras E pirar,May 31,20 24 Commerce Drive •Riverhead,New York 11901 (631)284-2400 Fax: (631)574-2355 Chicago Title Insurance Services, LLC Harvey B. Pollak Liber 11818 page 333 TO Dated: 02/25/97 The Second Harvey B. Pollak Limited Partnership Recorded: 02/27/97 (premises and more) The Second Harvey B. Pollak Limited Partnership Liber 12113 page 37 TO Dated: 03/23/01 Laurel Links Country Club Inc. Recorded: 04/12/01 LAST DEED OF RECORD CHICAGO TI SERVICE , LC BY: ST B Sworn to before me this 25th day of September,2015 Notary Public JUM 19COTT Notary Public,State of New`fork NO.0I SCA793043 Qual'Mad in 34AM County Term MOM May 31,20 24 Commerce Drive•Riverhead,New York 11901 •(631)284-2400 •Fax: (631)574-2355 Chicago Title Insurance Services, LLC u TITLE NO: C15-7474-16399-SUFF District: 1000 Section: 126.00 Block: 01.00 Town of Southold,New York Lot: 007.003, 007.004 & 007.007 Gentlemen: CHICAGO TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. CHICAGO TITLE INSURANCE SERVICES, LLC certifies that the above-captioned property has been in single and separate ownership of Richard Magill (as to Lot 007.003 and Lot 007.004) and Laura Magill(as to Lot 007.007) and his/her predecessors in title since prior to 07/01/83 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the parry to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: September 25, 2015 CHICAGO TIT SERVIC LC Sworn to before me this C STINA BUS HATZKE 25t' day of September, 2015 Notary Public Rlotavy Public,SWO of NP-'X yolk Ej4Q.olcC4793043 Qu,alMod In SUffolh COunty 24 Commerce Drive •Riverhead,New York 11901 • (631)284-2400 •Fax: (631) 574-2355 Chicago 'Title Insurance Services, ITC TITLE NO. C15-7474-16399-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Christina Buschatzke,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-126.00-01.00-007.003, 007.004, 007.007 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 07/01/83. SUBJECT PREMISES: 1000-126.00-01.00-007.003 & 007.004 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD (covers premises and more) SUBJECT PREMISES: 1000-126.00-01.00-007.007 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) CHICAGO TI RANC SERVICE , LC BY• INA C Sworn to before me this 250i day of September,2015 Notary Publi E � 9otary Public,State of New York NO.01 SC4793043 Qualified In Suffalts Count Tenn Facplres May 31,20__L_7 24 Commerce Drive 0 Riverhead,New York 11901 • (631)284-2400 •Fag: (631)574-2355 Chicago Title Insurance Services, LLC Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH: 1000-126.00-01.00-007.005 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH: 1000-126.00-01.00-007.002 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 LAST DEED OF RECORD (covers premises and more) PREMISES NORTH: 1000-126.00-01.00-007.006 Frank J. Murphy Liber 8940 page 383 TO Dated: 12/29/80 Richard Magill Recorded: 01/07/81 (covers premises and more) CHICAGO LE CE SERVI S, LJZ B HRIS Sworn to before me this CTINA BUS TZ 25th day of September, 2015 Notary Public rotary l ubfic,state of New York NO.OISc4793043 Quali."ad in sn9tolk County Term E-Icpsres kJay 31,2 24 Commerce Drive 0 Riverhead,New Fork 11901 0(631)284-2400 9 Fag: (631)574-2355 Chicago Title Insurance Services, LLC kelo Richard Magill Liber 11665 page 257 TO Dated: 10/06/93 Laura Magill Recorded: 02/18/94 LAST DEED OF RECORD (covers premises and more) PREMISES EAST: 1000-126.00-01.00-020.000 Joseph E.L. Gionet and Marjorie M. Gionet Liber 8438 page 152 TO Dated: 05/25/78 Marjorie M. Gionet Recorded: 06/05/78 Marjorie M. Young f/k/a Marjorie M. Gionet Liber 11607 page 443 TO Dated: 01/13/93 Elaine Gionet, Laura Gionet and Susanne Gionet Recorded: 01/14/93 Elaine Gionet, Laura Gionet and Susanne Gionet Liber 11666 page 901 TO Dated: 12/30/93 John F. Wall and Ann P. Wall Recorded: 01/25/94 *No proof of death of John F. Wall found in Suffolk County. Ann P. Wall, as surviving tenant by the entirety Liber 12691 page 159 TO Dated: 02/23/2012 Richard A. Wall and Kenneth W. Wall, as Trustees of the Ann Recorded: 04/19/12 P. Wall 2012 Irrevocable Trust dated 02/23/12 LAST DEED OF RECORD CHICAGO TIT SERVIC LC BY. - Sworn to before me this INA 25th day of September, 2015 Notary Public scuff Notary Public,state ct{�"�°ork No.OiS ,47@3043 Qa:ajifled 8a SuffOlk Cl"lgty Tem Expires NUY 31,20 24 Commerce Drive •Riverhead,New York 11901 ,p (631)284-2400 Fag: (631) 574-2355 Chicago Title Insurance Services, LLC PREMISES EAST: 1000-126.00-01.00-019.000 Joseph R. Kent and Louise H. Kent Liber 5288 page 383 TO Dated: 12/21/62 Joseph F. Zimnoski and Bertha S. Zimnoski, his wife Recorded: 01/07/63 *No proof of death of Joseph S.Zimnoski found in Suffolk County. Bertha S.Zimnoski Liber 12105 page 824 TO Dated: 01/18/01 Joseph Frank Zimnoski III and Joan Tyler- Recorded: 03/05/01 **Subject to the Life Estate Interest of Bertha S. Zimnoski. *No proof of death of Joan Tyler or Joseph Frank Zimnoski III in Suffolk County. Rhonda Tayler, as sole heir and next of kin of Joan Tyler, Liber 12772 page 821 deceased who died 03/11/02, and Barbara Ann Zimnoski and Dated: 04/17/14 Jamison Zimnoski and Wendy Terrano, as sole heirs of Recorded: 05/05/14 Joseph Frank Zimnoski, III, deceased 06/07/01 TO Wendy Polhemus-Annibell LAST DEED OF RECORD PREMISES SOUTH: SEVENTH STREET CHICA ITLE IN C SER CES, LLC B Sworn to before me this CHRISTINA B SCZKE 25th day of September,2015 Notary Public dI"p � Notary Public'State of New Fork t4C).9iSr,47g30 3 Qj,,a`,fled in Syff0111 1 �E0`ot`�—( Teu;l ExplrGs PJSay 24 Commerce Drive •Riverhead,New York 11901 • (631)284-2400 •Fag: (631) 574-2355 Chicago Title Insurance Services, LLC PREMISES WEST: 1000-125.60-04.00-024.023 Beulah Cooper Liber 3452 page 99 TO Dated: 12/16/52 Henry A. Pollak Recorded: 12/18/52 (premises and more) *Henry A. Pollak died 02/20/87, Surrogates File No. 42P1988, letters issued to Rose Pollak. Rose Pollak as ancillary executor and personal representative of Liber 11145 page 423 Henry A. Pollak, deceased 02/10/87 Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak, as Trustee of the Trust under The Will of Henry (premises and more) A. Pollak Rose Pollak, as Trustee of the Trust under The Will of Henry Liber 11145 page 427 A. Pollak Dated: 08/08/90 TO Recorded: 10/03/90 Rose Pollak (premises and more) Rose Pollak Liber 11408 page 124 TO Dated: 12/11/91 Harvey B. Pollak Recorded: 01/28/92 (premises and more) CHICAGO TIT U CE SERVICE , LC BY: HRISTINA BUSCHA KE Sworn to before me this 25th day of September, 2015 Notary Public juNS SCS Not'ry Publ'sc,SING Of New�'®� o.0jSC4 3043 Quall e In S4001h county Tenn Eliplres 1}j zj,20 24 Commerce Drive •Riverhead,New York 11901 • (631)284-2400 ®Fax: (631)574-2355 Chicago Title Insurance Services, LLC Harvey B. Pollak Liber 11818 page 333 TO Dated: 02/25/97 The Second Harvey B. Pollak Limited Partnership Recorded: 02/27/97 (premises and more) The Second Harvey B. Pollak Limited Partnership Liber 12113 page 37 TO Dated: 03/23/01 Laurel Links Country Club Inc. Recorded: 04/12/01 LAST DEED OF RECORD CHICAGO TI INSU CE SERVICE , LC BY: — A Sworn to before me this KE 25th day of September,2015 Notary Public JUNE.scuff Notari public"State of Now yorh V,O.0j SC4793043 Qoagled In SUff3o T07M otpires�,ja� 1?C 24 Commerce Drive •Riverhead,New Fork 11901 •(631)284-2400 •Fax: (631)574-2355 'j' �O 16( -DeAw4mm lqn Caw- M77 p+-a ae, 9000/10001A M Wdcv,e ZCOZ/ZZ/ZO C�� RICHARD MAGILL 1 6 2015 Lb I LAURA MAGILL [OCT __j 9�oc QEP[ 345 Bray Avenue ..:r,C . r, Laurel,NY 11948 October 14, 2015 Assessors' Office Town of Southold PO Box 1179 Southold,NY 11971 Dear Assessors: The undersigned own lots to the west of Bray Avenue in Laurel fronting on 7tn Street and 8tn Street. We own six (6) lots on a filed map referred to as "Map of Section 1, Property of George L. Tuthill and Others". The lots, 12, 13 and 14 and lots 21, 22 and 23, are presently identified as tax map lots 7.5, 7.2, 7.6 and lots 7.3, 7.7 and 7.4 Please show-lots 7.3, 7.4 and 7.7 as one lot owned 60% by Richard Magill and 40%by Laura Magill. In addition, tax lots 7.2, 7.5 and 7.6 should be one tax lot owned 60% by Laura Magill and 40%by Richard Magill. Please confirm that this change has been made on your records by forwarding a written confirmation to us. Thank you. Very truly yours, n Richard Magill Laura Magill •LcsFS �m-6 i r�G� �' � � .. S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 1 LOT(S): Lor 12 I Lor 13 vacaNr Lor 14 150' LOT 17 -7' N69013'10"E !{ 173.47' {tri LOT+22 I EL 26.6 EL 27.3 I ! I I FUTURE I I 20'x4O' I Upi' SWIMMING POOL i LOT 21 LOT 23 I I I ------------J O (1 LOT 18 EL(26.5) _ MON. _ 110 5.3'Ej EL(26.5) 12.0' 16.3DRY 0/L WELL COVERED O 1a-: DRY vz1 wa -_=-_--_--- Ct,� Z m WELL♦ / ai - _- -- -- : ::.:_::. --- - - / W-+ Z ¢ ♦ ......:..- ;84.0' --r".77 =":.- = --- - / o c a ------ ---- - - O PROPOSED:--- ----:_ ., ,, LOT 19 Z Y .1\ ::-: o :.:_ -:_: _a STY FRM.- TO BE EL 26DWELLING _..:.. i� EL 25.2 W ¢ Z m ♦ = -:_'::::.:_ ' -_: / -+ REMOVED ♦ o .•..:- of t _ / -� U.P. --zC - _ - _ -- ` --' 0 S. ` - _;- 5 9.2' _ 2.400 S.F - ♦... - ::- -36.3'::_::_---::-- 46.2' ExTsnroc ♦ ::: ::GARAGE o RE 01. EL(26.5)o-,'-=GF(27.0) i� : Oo , O S►1E0 - - _ - _ - ♦ _ ,v-:--657 S.F. ,v _ X. CID TO BE ELEV. 26.1 DEMOLISHEDa - EL(26.5) �� S.T. � OL SANDY LOAM 0 3, '� c - i zi ~ & 012.0' LOT 20 r PDDL 8.7E BROWN EL 2;v •1 B'MIN P1313P1313 MIN EXP 90'MIN I 12.4'N SM LOAMY SAND 1.7' o I FRU.- Y&-. 5-6 BEDROOM 14.5 N SHE& SANITARY SYSTEM v, I EL 26.4 -� 1,500 GAL TANK 2 jEL 26.3 c 10.4'PALE e+� BROWN W ; 1 1 (2)8'DIAx8'DEEP POOLS '�sy ^, aj MEDIUM �+!\ �u'P' i I Fo sj 150.00' MON. '4Y 34'E MON, SP SAND — GRAVEL N69013'10"E - _ 188.37' ! U. 15,0' I 7TH. STREET WATER MAIN MAIN STONE/OIL " SELL. BLK. CURB=- -: - APRON APRON DWELLINGS NO WATER W/PUBLIC WATER — 17' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOO1. —150'— LINE 150'— UNE 1, 2015 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS K. WOYCHUK LS AND OR DATA OBTAINED FROM OTHERS AREA: 27, 137.77 SQ.FT. or 0.62 ACRES ELEVA77ON DATUM. NAVD88- SUFFOLK COUNTY DEPARTMENT'OF HEAL`TFT SERVICES - ---------------- • PERMIT FOR APPROVAL OF C01 S'TRUCT'ION FOR A UNAUTHORIZED AL IERATION OR ADD117ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK"STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN S1NiiiakA�,IILY RESIDENCE ONIN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND-ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION I LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE�THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDInONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS P 2 2 20 .3. AND/OR SUBSURFACE SIRUe'71URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY ®A EE ISE:' ;: - - SURVEY OF: LOTS 21-23 INCL. CERTIFIED TO: RYAN CARR; MICHELE CARR; APPROVEIJ 900_AAA--Q__ MAP OF: SECTION ONE, OF PROPERTY OF GEORGE WESTCOR LAND TITLE INSURANCE COMPANY, FOR MAXIMUM OF BEDROOMS 1. TUTHILL AND OTHERS _�� FILED: JANUARY 15, 1929 No.861 SOUTH BAY ABSTRACT, INC.; EXPIRES,�,��� YEARS������A����A�� RECEIVRECEIVE LJ SITUATED AT: LAUREL TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 'AUG 1 9 2w,,5 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design t 4 P.O. Box 153 Aquebogue, New York 11931 DU EF.C�, EA HEALTH SERvjr=,q FILE y 15-131 SCALE 1„=30' DarE:JULY 30, 2D 15 PHONE (831)298-1588 FAX (831) 298-1588 �� �QF WAS W e` i ��I.,„r, N.YS. LISC NO. 050882 maintaining the records of Robert J. Hennessy & xenneth M. Vo,7chuk 3 F11iz tl ' - r 1�fs �m,6r�,-ted S.C.T.M. NO. DISTRICT: 1000 SECTION: 126 BLOCK: 1 LOT(S): T 7 Lor 12 I Lor 13 VACANT I Loi 14 150' LOT 17 N69013'10"E 173.47' TYPICAL DRYWELL CROSS SECTION o (CONC. PRECAST COMPONENTS) Ui LOT 22 I EL 26.6 TRAFM BEAM EL 27.3 ®'sue FFOR►�pc 8EM1 vJ APPROVED DaEr PIPE HEAVr CAST ONF'RAME ,waRorto OUREr PIPE PROPOSED SOIL FUTURE I MD+,4'DIA tbYER TO GRADE To EXPANSIQN RINGS p STOCK PILE AREA ^o I SWIMMING20aooL ,p ^ PITCHED t/9%1' P-rCHED 1/9'/1' s/ LOT 21 j 4 U LOT 23 �j -� ® � O 0 N � � U------------ I �, o O 0 ❑ L Z�F te! LOT 18 z m F— o Q EL(26.5) NON. — z EL(26.5) X2.0 : I53' -: �"� ►'�` 012.0': o. ._ n T. 'l:. \DRY - OCL W Q o z m O 48.T -14.5'- -:�..:--= N RE Po N N_ __ E„��WELL E ,a t-� �� - -- -------- -=--:: . __ _:_ : - i(8 DIAx7'DE P) z 3 RY : o W CO tn WELL t` ! � : :-::=_:_':_ :: _ :-=:_::::..., _HE :: : :_._-: / m C (8'DIAx7'DEEP) --------_ ::::_----:. ::::84.0'.-:::.:: :_:_:..:.. _ _ i o a 1 ::-i-i--:}i_.....-- --..-:::.._ ----'-=--'--I / �1 ....... PROPOSED: .. �• W LOT 19 3 coilit"a ~— 8 70 BE Z TO BE EL 26.1�� _-;-_-:;.:o:;:-:---;:_:-__==1DSTYWELRA•:_, / EL 25.2 W BACK FILL MATERIAL TO BE DEMOLISHED REMOVED FFL(28 --==--_--- =-�-- - ----- .5)-=---_h-:.::-i--:-;-. •�•• Ir CLEAN SAND AND GRAVEL I.P. - / - __ _ _ --------------- -- --9.2'----_:_-_.:2,400 5 F -- 46.2': -.36.3'- --=_� O Sn E>tisnNc ' EL(265)CAM Z: + E 0 .. -... " Y GF(27.0) Oo SHED - . :.... w CONCRETE WASH OUT AREA 5 5' __ > :----==_:=- -= 0: IN BED OF PROPOSED DRIVEWAY. Z ELEV. 26.1 :: <_——— S.T. y l EL(26.5) �` a• R i 1W lb OL SANDY LOAM 0.3, _ a & 012.0' L07 20 r — PROPOSED CONSTRUCTION ENTRANCE _.W •: EL'26.1 P00L EXP 1o'MIN i 2 •N m BROWN & STAGING AREA. a �" P°° L9N SM OAMY SAND 1.7' g"_ j FRM• & 'F 5-6 BEDROOM .5'N sHEo ►,,1 EL 26.4 SANITARY SYSTEM z = --�E26.3 10.4' �::_:__ PALE DRY ► 1Fr BROWN WELL �-=:-� U.P. (2)8'DIAx8'DEEP POOLSI sr 150.00' (� MEDIUM (8'DIAxTDEE " MON. ,r34'E NON. SP SAND GR& N69013'10"E 188.37' ! U.°P°' 15.0' I ' ::. I 7TH. STREET z -�--. - WAT R MAIN I STONE/OIL - BELG. BLK. CURB=- - APRON - APRON DWELLINGS NO WATER W/PUBLIC WATER — 17' THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 150' JUNE 1, 2015 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS K. WOYCHUK LS AND OR DATA OBTAINED FROM OTHERS. TYPICAL SILT SCREEN SECTION AREA: 2 7, 13 7.77 SQ.FT. or 0.62 ACRES ELEVATION DATUM. _NAVD88 ---------------- GEOTEXTILE FABRIC UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECT7ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY SUPPORT POSTS MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN WOOD OR METAL ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS177URON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. FLOW DIRECTION THE REFORE THEY ARE NOT NTEND£DFSETS OTO MONNUMENT THE PROPES SHOM RTY LINES OR TOPROPERTY GUIDE THE EREC77ON OF FENCES, ADD 17ON L STRUC7URESPORPAND OTHER IMPROOSE AND USE VEMENTS EASEMENTS DRAINAGE CALCULATIONS. EXCAVATED AND- AND/OR SUBSURFACE STRUE`TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY BACKFILLED TRENCH -\ SURVEY OF: LOTS 21-23 INCL. CERTIFIED TO: RYAN CARR; MICHELE CARR; EXISTING GROUND A) DWELLING W/COVERED PORCHES=3,540 SQ.FT. MAP OF: SECTION ONE, OF PROPERTY OF GEORGE WESTCOR LAND TITLE INSURANCE COMPANY; 3.540 x 0.166=587.64 < 588cf REQUIRED I. TUTHILL AND OTHERS SOUTH BAY ABSTRACT INC.; (2) 8'DIA x 7' DEEP DRYWELL=591 cf PROVIDED FILED: JANUARY 15, 1929 No.861 1=III=III=III=III=III=III= r� II=III= 11=III=III=III=III=III: -III-III=III-III-III=III-II == III=11 -III=III=III=III=III = SITUATED AT: LAUREL ti ' B) DRIVEWAY=1,600 SQ.FT. 1=III=III=III=III=III-III= 1 II=III= 11=III=III=III=III=III: 1,600 x 0.766=265.60 < 266C f TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING. PLLC (1) 8'DIA x 7' DEEP DRYWELL= 295cf PROVIDED 4• z'HININIIN SUFFOLK COUNTY, NEW YORK }f Professional Land Surveying and Design P.O. Box 153 Aquebogue. New York 11931 FILE N 15-731 SCALE: 1..=30' DATE.JULY 30, 2015 I } PHONE (831)298-1588 FAX (631) 298-1588 REVISED 09-25-15 N.Y.S LISC.I NO 050882 maintaining the records of Robert J. Hennessy t Kenneth M. troychuk I h S.C.T.M. NO. DISTRICT, 1000 SECTION: 126 BLOCK: 1 LOT(S): 7.3,7.4 & 7.7 I LOT 12 I j LOT 13 VACANT L07 14 150' LOT 17 STK. N69013'10"E 173.47' STK. TYPICAL ORYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) Ui L07 22 I EL 26.6 s•_sue FOR NOM-TRAFM 9E4eNO EL 27.3 e sue FORS "BEARING Cl) E`°''DUTY PROPOSED SOIL II 1 0 APPROVED 2NLET PIPE CAST IRON FRAME AND APPROVED OUTLET RPE I�� FUTURE I YM./�DIA COVEa TO GRADE TO EXPANSION RINGS O STOCK PILE AREA I\ I I' zo'xao' I �o PITCHED 1/8-/1 YIN 4-OVL , RIrCHE01/B%I' �. O SWIMMING POOL 1 6l 1}, D `� U LOT 23 LOT 21 ® ❑ ❑ ❑ 0 I1 ------------ ❑ ❑ �� �j LOT 1B p J EL(26.5) MON. _ Z V 3 - - , N - EL(26.5 1z.o;=_ =-i6a' 0 o rn v � 48.7' 01z.o-b= �-t :_.:'�DRY D/L z y _ r__._-_N==__ t- -✓WELL / -c 1 N N=--2__ r i C� �"• _ == __---==__= _ -_- __- A8'DIAx7'DEEP) z 3 DRY ri WELL\ _! aoCELU1R(8'DIAx7'DEEP)\ _-- _ _ >---_ -_-84.0_'_- _-j \ - - --_ --_-- =fOUNDATION LOCATIODf LOT tj _*(C.T.M.'NO. DISTRICT: 1000 SECTION: 126 BLOCK: I LOT(S): ZJ,7.4 & 7.7 LOT 12 1. 1 1 1� -VACANT' LOT 14 LOT 17 �v 150' S7X N69013'10"E- 173.47' STX LOT 22Co EL 26.6 LO�Fhc� EL 27.3 O LOT 21 ca LOT 23 O LOT 18 ,65 EGRESS P, VANDOW WELL EL 27.7 MON.0 Z O [ I EL 28.0 N 48.7- 012.0:-:0_-== %C JUL 2 7 2016 _j cd .... ....... D 0 -cc A STY FRAI..:,-_- --- Z d LOT 19 DUEUDINGDEM _ AVVI.SPACE W/CP --;:_:-_:>_-:_._____ -- : TOWN OF sourROLD FFL 30.8 .............. b, 46.2'1 N- iRACEEL 27.7 E 8 17' S.T. 26' z EL 28.0 27.5 BRICK WALKWAY 38* 31-- LOT 20 > SAY 7- y ................ 38 :126� 'y 29 SUFFOLK COUNTY DEPARTNqEW OF HEALTH SERVICE-S APPROW"O, FOP, A ____ 1 5-6 BEDROOM 'F A' SANITARY SYSTEM P:AMILY RESIDENG EL 216.4 A 26.3 1.500 GAL TANK Date JUL 2 5 •rzef.,;�ir�, 10— 00L/9 U.P. (2)8'DlAxB'DEEP POOLS 150.00' CT13 MOM. 34'E YON. MON. The se-mage disposal and vrater supply fu-611:173 a!this Icantion have been Inspected and/or certified by thl-,Derartment or oftr agancies and found to N69ol 3'1 O"E 188.37' U.P. be satisfactory FOR A MAXIMUM OF� BEDROCWIS. 7TH. STREET . . , %. -.__ ----- -CL?26.5�'. o C1, -27.3--:STONE/101L J Hilbert P Q N Walter J.Hilbert,P BELL. BL9- CURB- - APRON Office of Wastewater Management Ii -7 S APRON DWELLINGS W/PUBLIC WATER THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 27,137.77 SQ.FT. or 0.62 ACRES ELEVA7701V DATUM: NAVD88 -__----- UNAUTHORIZED AL IERA 7701N OR ADDI BON TO THIS SURVEY IS A VIOLA 1701V OF SEC170M 7209 OF THE NEW YORK STA rE EDUCA LION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO WE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717UI70N L67ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS71RI7701V, GUARANTEES ARE NOT YRANSFERABLE, 7HE OFFSETS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES TO 7HE S7RUC7URES,ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECnON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EviDENr ON THE PREMISES AT THE AME OF SURVEY SURVEY OF: LOTS 21-23 INCL. CERTIFIED TO: RYAN CARR; MICHELE CARR; MAP OF: SECTION ONE, OF PROPERTY OF GEORGE WESTCOR LAND TITLE INSURANCE COMPANY; I. TUTHILL AND OTHERS SOUTH BAY ABSTRACT, INC.; FILED: JANUARY 15, 1929 No.861 SITUATED AT: LAUREL TOWN OF: SOUTHOLD KENNETH M WQYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design FINAL SURVEY 07-07-16 411101:ZP.O. Box 153 Aquebogue, New York 11931 FOONDATION LOC. 12-08-75 FILE # 15-131 SCALE: 1"=30' DATE: JULY 30, 2015 PHONE (631)298-1588 FAX (631) 298-1585 REVISED 09-25-15 N,YS LIST:. NO. 050882 1 maintsInIng the records of Robert J. Hennessy & Kenneth M. Woychuk w 7 r, REScheck Software Version 4.4.1 Compliance Certificate Project Title: The Carr Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone. 4 Construction Site: Owner/Agent: Designer/Contractor: Southold,NY Peter Tokar-Architect 7 Gully Landing Road Miller Place,NY 11764 631-208-4097 ptokararch@optonline.net Compliance:18.1%Better Than Code Maximum UA:587 Your UA:481 The%Better or Worse Than Code Index reflects how dose to compliance the house Is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • As-sernbly • • D•• Perirneter • Ceiling 1:Flat Ceiling or Scissor Truss 2812 30.0 0.0 98 Wall 1:Wood Frame,16"o.c. 3087 21.0 0.0 150 Window 1:Metal Frame with Thermal Break:Double Pane with 406 0.330 134 Low-E Door 1:Solid 57 0.400 23 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2400 38.0 0.0 62 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 412 30.0 0.0 14 Compliance Statement: The proposed building design described here is consistent wi h the building plans,specifications,and other calculations submitted with the permit application.The proposed building has (bigeet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comp yv41 ma t a irements listed in the REScheck Inspection Checklist. 0 Na a-Title Si toe Date ®17192 p ® Nr Project Title:The Carr Residence Report date: 08/25/15 Data filename: P:\DRAWER 1 (A-H)\DRAWER C\Carr\Carr Energy Calcs.rck Page 1 of 1 USS PLACARDING REQUIRED ELECTRICAL TR RF �NSPECTMIA APP VA ASNOTED e., OCCUPANCY OR ' r;, 1 ,74 X :� DATE-) USE IS UNLAWFUL F N IFY BUILD ,/ING DEPARTMENT AT WITHOUT CERTIFICATE 765-1802 8 AM TO 4 PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION,- TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLU I MBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL - CONSTRUCTION MUST ON LEA6,'CONTENT BEFORE CBE FOR C.O. THE dEOTIF! ALL CONSTRUCTION 'SHALL MEET CATE' C �RCY:, REQUIREMENTS OF THE CODES OF NEW -SOLDER USEL7 IN WATT YORK STATE. NOT RESPONSIBLE FOR NNQT DESIGN OR CONSTRUCTION ERRORS. &WEED 21,10 OF 1%40 CojpLY V;1ITH ALL,CODES OF Wr-W YORK STA-I-E &TOWN CODES PLUMBING AS, REQUIRED ALL PLUMBING WASTE 8,WATER LINES NEED COVERING F jffi*p�.A,U111 NG39ARD TESTING BEFORE ............ ORAINAGr IN�pFf,'nONS ARE REQUIR I EO ginec -es Certification that the drainage has been installed to CodL a' tt 14'-6" 12'-011 12'-0" 2q'-2° 16'-411 21,-611 12'-011 3'-0" 11 61-611 61_0" 5'_qn 8'-p° 61-610 150-511 11 81-211 81,_2" 11 10 10 10 10 F. 171-1 • q:_O" 12 q:_2" 12" q1_0" ^' W O � W AREAWAY W/ EGRESS --- - --- - --- - --- WINDOW-PROVIDE STL. I �\ �� I O ( T O ►`-� LADDER BOLTED TO I ——--- I D WD. STEPS TO GRADE FDN, WALL E W/ 30 RAILING77 O (3)2"XIO" I w f— `----- L--------- I (3)2"X10" N I � -\ - I - - - - - TJI 230 x qY2" ,J. (3)2'X10" (3)2"XIO"2 3)2"x12" E-4DER (3)2"x12" NEADER N -——x12" N ADER ———— 16" O,G, �1 F- --- --- -- U 1 TJI 230 x q%2" G,J, I �_ `� V —————————— C AREAWAY 3 _ ® c I6" O.C. o 6': I1 0 4:i 41-001 I :: O O I 1 I sHwR. M DEN (3)2"XIO" DRAIN TO I I I I COVERED PORCH 6n 14'-O" 6:: 6 -0" 611 5'-0"- 6° - II'^On fou 1 i DRYWELL I 5/4"x4" MAHOGANY DKG. _ ai -? m o BAT - - � 0 BEDROOM #2 I ?� LAV. d" 1 C! OO (3)2"X110" I I (3) "X10" (3)2"X10" (3)2"XIO" I O O a Q Q I U V Ox N I Oj O ` u N 11'_6m 4" III 17:_6n 77 (fl f0 O = r m w 1 1 TJI 2 x q%2" G.J. L V DR. 2 1 1 1 1 2"x12" N FLAT OVER I � 1 tJi I lO MASTER Sk�DRM. O o I _ , N V z I s ! > I ^ III BREAKFAS-1" ,I I o I 5 l 1 111 >I I ,411 I : .4'- ' 4n 3' 6° I V oll - O _..._. I BEDROOM #3 _---___.•.. o I - I I = r�III S D TJI 230 x clV' C--J, _ 1 m I O I O -- — 1mw I --- x Q m�°I'I N U N N 2'_411 $'_fo" �� O �11166'O.C. 611 �aL N Nx o 4" to — — J 7 I O I'_2" 4 -611I d x(3)2"XIO" S D PRO AB FLUE O I I I (�V Z I _ C•O. p TJI 230 x q%2" C.J. O I @ Ifo" O.C. I N 1 O z �. O � I"I U D RI`1. L -- - ---- --- -- - I O BENCH O j ————r: m (3)13/4"XgY2" VL FL. I !� B x'(3)13/"XGY" LVL FL. 12 X O I 7 w 4 2 Al g�_pu ^ I j Q o 3 _ K l TCHi N ATH 4*2 2 x ON, a J _ 0 101111 I 0 = l5 d X tL I I O (3)13/4"Xq1 2" L,,.;L F I � (V m�J OF-z N rt) , J I 3\2 \\ I Q _ BRC. V (2)2"X10" _ 16f1 r T 1 l�J I ! I CL fn T O I I I iv I I N 5 X = ^ O (� ln� p 1 3 JAI I G _ �J ' _� '-6" 611 I II'_6m �I O 4" v II'- " �� S'-$° I I �N.. 33 I I N UP �9 SINK D>.W. N -1 4 15 r-> = " �O 1Sf? 6n I ` , U 411 -6" ,4n 11'-61, 611 tj a 1 - --t— - - - - �, \ -- DINING o uF1 III° F01'ER o _ x 0 I I^ Los.Iq X1 J 11 BEDROOM #4 1 I (3)13/4"xq' ' LVL FL. - _ O = I I N p N I I x = I , N � 1 Q I m p 7'-2" vl�i „ „ TJI 230 x 0 II D I O 1 - �/ - 1 o I � � - I � 4 2 O 4 IfoO.G. i i J (3)13 "xq'/2" LVL FL. W I I (3)2"X10" (3)2"XI ° " �9 (3)2"X10" I Q I _- - - - - I 1 - ci x• II r�o0 TJ 2230 x qY2" G. TJI 230 x q%2" C.J.o _ I I 1 6 = I 1 I x c� 16" o.c. o O Ion , gO I x I X\ i J I - - - (2)F.J. - - I i COVERED PORCI-I z 1=! I >' III--- I N 5/4"x4" MAHOGANY DKG. (2)F.J. x l 1 = I I ^I S I Q 0 1 0 I x I O I - (3)2"x12" HEADER - (3)2"x12" HEADER - - (3)2"x12" HEADER - N tv I m tv I m�v I N L— I _J 3Y2"m STL. COL, ON N O 1 D I T 30"x O"x 12" P.C. FTG. N A I I W/(3)#5 BARS E.W. 7 Q (I p 1 I WD. STEPS TO GRADE 2—GAR GARAG I W/ 30 RAILING 1 Z I I > 4' P.G. SLAB /6X6 10/10 -1 = PITCH ITO DOORS - I 2'-4" 1211 q'-2" 12" q'-4" 12" 12 0 (3)13 °xq%2" LVL FL. - 1 I 636'-411 dJ I en- j x _ REVISIONS: II I I NO. DATE TnF 1 bu 1 23' O" 6n I 1- �j I (3)2"XIO" (3)2"XIO" I W I- L-- ----------------------- -- ---- -- ----------� 1 1--_ :; -.-- ...._. - • _amu_ . t JAN p 1 I; Ly f 4:-711 4:-7" g:_p:� 10:—•2:: 10'-2" 8:_On � 8 2016 6" 24:_0:: W I DRANVN BY: —.. _.__..._.-_.-. PET 'w: 541-011 r� D - DATE C 1 08.25.15 NOTE: REFER TO SECOND FLOOR PLAN F I RJT FLOOR PLAN AREA GALGULATIOh'S �,`°� � T�v �`� IWING NO.: FOR ROOF FRAI"11 NG PLATE HEIGHT: 8'-i" II ,_ n ' FIRST FLOOR 2 400 �.F. HEAD HEIGHT: W-8" SCALE: 1/4 =1 O BONUS 2001"1 tl 12 S.F. GARAGE 105 5.F. �A$ 0171C32 0 to ° o � Q NAILING SCHEDULE O MINIMUM ROOF LIVE LOADS GENERAL NOTE51 r. � INSTALL 1'/4"W 20 GAUGE GALVINIZED FROM TABLE 3.1 OF THE AMERICAN FOREST 6 PAPER ASSOCIATION (AFI PA) '` C(^�C� STRAPPING cs 16" O.C. w/2-ed NAILS c•+ EA, END MIN, 12" BEARING ON RAFTER SURFACE (IN POUNDS-FORC6 PER SQUARE FOOT OF HORIZONTAL PROJECTION) WOOD FRAME CON5TRCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 1, All construction is to conform to the Residential Code of N.Y, State-lotest edition TRIBUTARY LOADED and all Local building codes. AREA IN SQUARE FEET E7JOIST DESCRIPTION NUMBER OF NAILST NAIL SPACING 2. All plumbing is to conform to County and Local health department requirements,Fr NY ANY STRUCTURAL lig • MEMBER I3. All electrical work is to con Form to Local, N.E.C. and Underwriters requirements RAFTER FRAMING ROOF SLOPE O TO 201 TO OVER y A. Contractor sholl verify all dimensions and conditions in the field prior to 200 boo 600 Rafter to Top Plate (Toe-nailed) construction. Notify the Architect of conflicts or discrepancies FLAT OR RISE LESS TWAN A INCHES PER FOOT Wail height 8 ft. 3-Bd' 4 per rafter 5• Do not scale the drawings. Written dimensions shalt take precedence over scaled r - •,, , (1,3) 20 Ira Ila Wall height 9 - 10 ft. 4-8d' 4 per rafter scaled ones. Larger stole details shall take precedence over smaller drawings. it is RIDGE RISE 4 INCHES PER F007 (119) TO LESS Ceiling Joist to Top Plate (Toe-noiled) the intention of the of the drawings to provide for a complete job in all respects. 11 THAN 12 INCHES PER FOOT (III) 16 1.4 1A Wall height 8 ft. 3-8d' ' per joist 6, The Architect shall be notified of all changes to the design, The Architect is not INSTALL 1/4 W 20GAUGE GALVINIZED Wall height 9 - 10 Ft. 4-Sd' ` res STRAPPING CAD 16" O.C. W/3-8d NAILS V EA. END RISE 12 INCHES PER FOOT' (1,1) AND per joist responsible For changes made without notification, S-I MIN. 12" BEARING ON STUD SURFACE GREATER 12 12 12 Ceiling Joist to Parallel Rafter (Face-nailed) Roof Span (ft.) 7. The Contractor shall be responsible For adequately brocing all work during 12 20 28 36 construction against breaking, collapse, distortion and misalignmentaccording to SHEATHING TO BE NAILED TO TOP PLATE " _ all codes, standards and good practice. • " 3:12 Roof Slope @ 16 o.c, - -- -- 9:12 Roof Slope @ I6" O,C, 5=16d3-Ibd -- -- each lap 8. Provide smoke and carbon monoxide detectors as per N.Y.S. codes MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS each lop 9. The installation of ail materials and products shall meet all manufacturers (IN POUNDS PER SONARS FOOT) 9:12 Roof Slope @ 16" o.c. 3-16d -- -- -- each lap requirements. 8112 Roof Slope @ 16" o.c, 3-16d -- -- -- • 10, Concrete is to be 9000 p,s.l. min, on 2 ton per square foot soil bearing capacity, Verify soil bearing capacity In field. p Z USE LIVE LOAD Il, Double Frame around all openings, under ptr • I parallel partitions and under both tubs. ROOF Ceiling Joist Lops over Partitions (Face-nailed) ROOF Spm (ft.) 12, "Teco" connections required at all Flush structural load carrying V LQ rE-I. candit.1, V EXTERIOR BALCONIES 60 12 20 28 36 13. All framing lumber is to be Doug-fir tt2 fb.1150p.s.i., E-1.4m p.s.i, DECKS 40 " 14. All headers and girders to be Doug-Fir U2 Fb-1250p.s.i, E-1,7m 3:12 Roof Slope @ 16 o.c. - -- _- p.s.i, _) • 5-2 ATTICS WITHOUT STORAGE 10 11 5=16d - each lop 15. All exterior, deck framing shall be C.C.A. treated. LG 9:12 ROOF Slope @ I6 o.c. - 3-Ibd - O ATTICS WITH STORAGE 2O " - -- -- each lap 16, The Architect allows one structure to be built with this set of plans, with one 9:12 Roof Slope @ 16 o.c. 3-Ibd - each la r , 1 ROOMS OTHER THAN SLEEPING ROOMS .40 8:12 Roof Slope @ 16" o.c. 3-16d -- -- -- p building permit. The Architect Shall not be responsible for additional structures SLEEPING ROOMS s0 built using these plans. ] � O 17. Prefabricated fireplaces and Flues shall be U.L. approved. /�Wy^/1 18. All headers not noted are to be (2) 2"xl2", Collar Tie to Rafter Face-noiled p Ia. Bridging to be either solid, I x3 or 18 go. cross-bridging, not to exceed 6'-'/ 'o.c. C Blocking to Rafter Toe-nailed ) ('-� per tie r " O Z_ Q ( ) 2-Bd each end 20. Provide domproofing at all exterior foundation wolfs. -1 Rim Board to Rafter (End-nailed) 2-16d each end I I� W _ F GLAZING PROTECTION FROM WIND-BORNE DEBRIS 21, All flitch plates, L.V,L.s and girders are to bear on solid wood posts and ht�ve U WALL FRAMING solid blocking down to foundation walls, Top Plate to Top Plate (Face-nailed) 2-16d' per foot 22• All joists acf rafters are to be bridged @ 8'-0" o,c, J NOTE, PROVIDE STRUCTURAL WOOD PANELS WIITH A MINIMUM THICKNESS OF 23, Interior bearing " -4s" AND A MAXIMUM SPAN OF 8'-0" FOR: EVERY WINDOW. PANELS Top Plates At Intersections (Face-nailed) 4-16d joints - each side Q walls are to be blocked @ 4-0 o.c. �y �'- �e INSTALL 1%4"W 20 GAUGE GALVINIZED SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH Stud to Stud (Face-nailed) 2-16d 24" o.c. 24, Steel A5TM A-36 painted, bolts as noted (A307), Luelds-E70XX, reinforcemen STRAPPING V IG" O.C. W/3-8d NAILS @ EA. END APPROPRIATE ATTACHMENT HARDWARE, ATTACHMENT HARDWARE Header to Header Face-nailed " ASTM Qr, 60. Me II SHALL BE PROVIDED IN ACCORDANCE WIITH THE CHART BELOW. ( ) 16d I6 o.c. along -ed es MIN. 12 BEARING ON STUD SURFACE Q 25. Record Architect is not res w Top or Bottom Plate to Stud End-nailed possible for supervision, inspection or administration � of this project. ..� ( ) 2-Ibd per 2x4 stud O FASTENER TYPE FASTENER SPACING 3-I6d per 2X6 Stud PANEL SPAN PANEL SPAN PANEL SPAN ^ 'IND FLOOR s 4,-0,1 4,_6, 6,_a, 4-I6d per 2x8 stud NO SUBSTITUTIONS [--I O Z 1 2Y?" ss6 wD• BCREws 16" 12" q„ Bottom Plate or Floor joist, 13mdjoist, All framing hardware shown on these plans, unless otherwise indicated is "Simpson Str " I-.l ong-Tie , Endjoist or Blocking (Face-resited) 2-16d ' ' per foot No sustitutions are approved or authorized due to the relationship of framing hardware to the t 2k," sIe WD. SCREWS i i 16" tb" 12" FLOOR FRAMING other components of the structure, any Framing hardware substitutions will render these plans Joist to Silt, Top Plate or Girder (Toe-nailed) 4-6d per joist null and void and will result in the Installer / Contractor assuming responsiblity for the design Z Bridging to Joist (Toe-nailed) 2-5d each end and performonceof the entire system. "- 51MP50N BEARING PLATE BP 3/4 Blacking to Joist (Toe-nailed) 2-8d each end 'EXTERIOR WALL SI-IEATWING Blocking to Sill or Top Plate (Toe-roiled) 3-16d each block ENERGY NOTESt FASTENERS AS NOTED Ledger IN SCHEDULE ABOVE g Strip to Beom (Face nailed) 3-16d each joist T ) HEADER AS NOTED ON PLANS ^ Joist on Ledger to Beam (Toe-nailed) 3-8d per joist J~•••� I/-•/'"� 1. All construction shall be in accordance with the requirements of the N.Y,S,. Ener SIMPSON POST GAP PG66 O Z INSTALL Q,"W 20 GAUGE GALVINIZED Bond Joist to Joist (End-soiled) 3-16d per joist QY 1014 IN PLYWOOD As NOTED Conservation Construction Code latest edition at the time of permit approval. I � - STRAPPING @ 16" O.C. W/3-8d NAILS @ EA, END GLASS Bond Joist to Sill or Top PLate (Toe-nailed) 2-I6d' THREADED ROD MIN. 12" BEARING ON STUD SURFACE 4 MIN. 611 �r foot 2. Exterior doors and doors to garage U-.40 max, w I) BEARING ON BOX BEAM ROOF SHEATHING 3, Windows and all gloss. U-.58 max, HOLLOW LOAD BEARING COLUMN Structural Panels 8d see Roof Sheathing Nailing A. All fireplaces to be provided with a damper for outside combustion air, `•' Schedule this page) r II _ Z WINDOW VERTICAL HORIZONTAL Diagonal Board Sheathing 150-200 c.F,m, flue to have tight scatted damper- max• air leakage 20 c.f.m, _ SILL gTIFPENER INSTALL "SIMPSON STRONG-TIE" DSP TIES C� 111x6" or 111x8" 2-8d each end S. It shall be the responsibility of the Contractor to submit the size, design and 32" O.C. W/ 10- IOd NAILS PRIOR TO SHEATHING I"x10" or wider - �-Bd each block type Of mechanical systems which will be used in sufficient detail as is CEILING SHEATHING required by the Building Department. ____ 6. All thermostats shall be adjustable 45-75 de F for combination heating and ----- Gypsum Wallboard " " cooling thermostats the ronge shall be 45-85 deg. F 5d coolers 7 edge / 10 field PLYWOOD STORM PANEL 7, GOmbUStian e I est for 9 SHUTTER DETAIL cpipm pace heating and water heating shall have a minimum II - Z " WALL SHEATHING I` TERMITE. SF-HELD OVER SILL SEALER see Sian ..,... II Structural Panels Bd ptiure WoN combustion of 75Y, and shall have standby losses less than the code specified Fiberboard Panels Zones this poge.) maximum based on actual equipment size. V Sheathing Pressure t Nailing 5/e'O ANC1-IOR BOLTS 036" O.G. (7" EMBEDMENT) 7/16" 6d 3" edge / 6" field B. Insulate all pipes and ducts as per code. �} 8d 3" edge / 6" field q• Water service temperature controls shall be set at 140 deg. F max, DECK NEA WJ SIMPSON POST BASE PC66 W/ 3" x 3" BP WASHER (1'-D" FROM CORNERS) 25/32" 10. All lavatories and showers shall be equipped with devices to limit hot water fl AS PER PLAN i ST FLOOR It S 1 LL TABLE R301.2(I ) CLIMACTIC AND GEOGRAPHIC ME51GN CRITERIA OW WOOD Gypsum Wallboard 5d cooler 7" edge / 10" field to a maximum of 3 g.p.m, @60ps.i, pressure. p� DECK SIMPSON POST BASE P566 vaIND SVBJCGT TO DAMAGE PRl©M Hardboord ) see Sm llfied Wall 11, HVAC cool' equipment ems- 4 GROUND SEISMIC WINTER FLOOD WIND 3 Sheothing Pressure t Nollklg shall be rated in accordance with table 4-6 of the Energy i SNOW SPEED DESIGN DESIGN Particleboard Panels Code; min. EER efficient FROSTLIKE Bd (efficiency) shall be as Specified in tables 4-8 4-9 and 4-10 of LOAD HAZARD EXPOSURE Zones this page,) Pe , , 1� (MPH) WEATHERING DEPTH TERMITES , DECAY TEMP Diagonal Board Sheathing the Energy Code, [fj/-�•+ P.G. PIER Lr i MPH CATEGORY TY�I GA L Y I D it U L T 45 PSF 120♦ SUFFOLK SEVERE 3'-O" MODERATE SLIGHT TO SUFFOLK Ox(." Or I"x811 support 12, Thermal transmittance values shall not be greater than the values tabuloteel in I MPH 5 TO NONE MODP_RATE F NONE B 2-Bd r s 1"x10" or wider 3-8d per support > : table 5-I of the Energy Code, k L�.T SRA L e�- �� CONN QCT I ONS +- 13. All materials Capable OF absorbing moisture sholl be protected a vapor�- FLOOR SHEATHING p by barrier r` located on the winter warm side of insulation, ` SCALE1 - 9/4"-1'-O" Structural Panels 14. Insulation shall be installed in a manner that provides for continuity OF insulation I" or less 8d 6" edge / 12" field at plate lines, band joists and corners. greater than 1" IOd 6" edge / 6" field NOTEI TH15 SET OF PLANS HA5 BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN Diagonal Board Sheathing ARCHITECTS STATEI"iENT: FOREST AND PAPER ASSOCIATION (AF:* 'PA) WOOID FRAME CONSTRUCTION MANUAL 1"x6" or 1"x811 2-5d per support Sal HOLLOW COLUMN TIE-DOIMINS FOR ONE AND TWO FAMILY DWELLINGS, 2001 5BC HIGH WIND EDITION,5ECTION 2. I"x10" or wider 3-6d per support I, Peter Tokor, Architect, state that to the best of my knowledge, belief and professional judgment ' Nailing re Irments are based on wall sheathingnailed 6" on-center at the w is nailed 3' on-center at the el edge to obtain higher shear capacities, nail ng re yirments for comply with the N,Y,5. Energy Conservation Construction Code. Refer to MECchleck Jl i iN,T.S, qui pm panel edge: If Walt sheathing .J grn t that the piens and specification contained in these drawings structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to Compliance Re maintain the load path, port filed as part of the building permit application, attached to Ithese : When wall sheath' is continuous over connected members, the tabulated number Of nails shall be Construction Documents. %'41 x 12" L. x 5'-O' O.C. ANCHOR permitted to be re uced to 1-16d nail per foot. BOLTS W/ 2"XV 50, STL WASHER. INSTALL "SIMPSON STRONG-TIE" (1'-0" FROM CORNERS) HDUS HOLDOWN P CORNER AS PER TABLE 3.2A t 3.2B SECURE W/14 6DSY�"x2'/2" WD. SCREWS INSTALL "SIMPSON STRONG-TIE" COl"1PONENT AND CLADDING PRESSURE ZONES BP H-2.5 CLIPS V 16" O.C. W/5-ed NAILS NUMBERS INDIATE NAILING ZONES ® '/D"m THREADED ROD EMBEDDED 1215' INTO CONCRETE W/ 'SIMPSON' eT (HIGH EPDXY Y ADHE5IVE) t FOR TEMP.5' 0-F-40-F USE ® 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ® ADHESIVE) ROOF SHEATHING NAILING SCHEDULE ^/ C 9 4 3 OI O lO • I ETC. ENTIRE M-0• 1•-O• 1•.p• N-0• 1'-O• N-y �• � -�-----�-- - aEAn LENGTH ZONE I ZONE 2 ZONE 3 ZONE 4 O I O O t5-- �i s a--------1-- - ------ 1- -------------------- I \ J FIELD O I I / / ---------- R _ O P. • �-`-��-�.��-�� - -- -_"� S 8" O.G. 12 O.G. 9" O.G. 4" O.G. s - -4------ I 1 I O' V O EDGE \� 1 / I 4" O.G. 6" O.G. 3" O.G. 3" O.C. 1 Q I �O O MULTIPLE MICRO-LAM MEMBER AS VSTEEL FLITCH PLATE I I / I ' •. a:' ';• " NOTED ON PLANS O I O � � I D. (IF INDICATED ON PLANS) I HOLD DOWN CONN ECT I ON x'O BOLTS W/LOCK WASHERS , „ 1-------------- I ALL /� EXT, PLYWOO>D WALL 51-IEATHING TO BE SECURED I I IO N.T,s. S5 WALL-TO-FND. CONNECTIONS WITH 8d COMMON NAlILS- 2%z" x 10Y4" GA. - PATTERN AS O" 1 1 j I Q 1 O O INDICATED ABOVE, , 1 a N•T•s• NICRO-LAM / FLITCH PLATE BOLTING DETAIL I I I O HEADER AS NOTED N.T.S. 1 O 1 I I I 1 ON PLANS 1_------------- 1 FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS O I 1 I I I 1 ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL I eE BOLTED As 5WOWN. MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL 1 O I O 1 I I ---------------1 2 CODE OF NEW YORK'STATE. I --I---------- I O i 3 SIMPSON H-6 I O I I I O I 1 CLIPS C. 3" v.T.R. i 3" V.T.R. 3" V.T•R. 1 SIMPLIFIED WALL SHEAT1-•lING I I I ------------ -T--------------------- 32' O.G. I I ADJUSTABLE LIGHT ROOF RAFTERS AS ROOF I PRESSURE NAILING ZONES I 1 O I O T p N NGER5 (L55U28) NOTED ON PLANS 1 I I I Q 1 4 REVISIONS: STRAPPING O CATNSDRAL I 2.--1- 'l I I I I -�' CO I � � I NO. DATE TITLE CRAILTER TO RIDGE,) I �r I I I I r I CANTILEVERI 2,I 2,11 2"1 1 I I I O INSTALL HOEDOWNS r ALL OPGNINGS Overt EN ISO AND'2ND2FLORCORNGRS SIMPSON H-21315T. I CLIPS @ 32 O.G. I WG I 1 I I 1 1 I I O 1 1 I I- I ty2" SNWR I I 1 ® I 1 I I O I 1 0 I 1 2ND FL. I I I I I O I I I V ��" G D E T A I L 2" J " 3 \ STRAPPING INSTALL I.G•W 20 GAUGE GALVINIZED T 1 1 O a O Q • 16- O.C. F1 3-6E NAILS• EACH END 146 ER AS OT:o (TTPICAL 0 ALL HEADERS IN EXTERIOR WALLS) 1�1•T• r' ••-T �'�1�. 2" JACK STUDS III "1 "I 2"1 ' I I I 4 a ul I O O I I 2 2 21 2 I , 12" 12' '12' II F.A.I. 1 I I - I-----------------------} - Y KING STUDS V. V. I SIN I LAV O 1 O 1 O I 18 O I 1 9 O 2" LEIDGER-SECURE TO WG D'W' WG I I I WINDOY+OR DOOR AS NOTeD. FRAMING W/ I/2" 0x3" l y„ t 13'2 UB 02" NOTE- ALL WINDOW AND DOOR GLASS TO C 2 7 COFIPLY WITH R.0 OI N.T.S. SCG RRDOS IST FL. FOR SAFETY GLAtING WHERE APPLICABLE LAG SCREWS 0 16" O.C. SIMPSON H-2 CLIPS D 1 I I W DRAWN 13Y: WALL SHEATHING NAILING SCHEDULE I 1 ROOF PLAN PET � I6" O.C. 2" 2' 2" 3" 1 DATE; • C.O. G.O. G.O. TO AN APPROVED � 1 OO I O' O I 1 I -----I-- --�-- 08.25.15 C.O. SANITARY SYSTEM -�- ----�_ �C D w� � ,NSTALL HOLDOI+,Na I ALL OPENINGS G o'1 OV GR W-O'OR WITHIN 27- OF CORNERS I ZONE 5 ZONE 6 I a O �s 4" X,W.C.I, O I C Cc C� O FIELD 4" O.G. e" O.G. r� Q�.`�iR/ 7*() �A N DRAWING NO.: y, 5IMP50N H-2 v CLIPS 10 s I6" O.C:. EDGE 3" O.C. A' O.G. W U F= LU1"iB I NG RISER D I AGRAi"i - D ETA I I._ NOT TO SCALE ALL %j' EXT. PLYWOOD WALL SHEATHING TO BE SECURED 0- I • WITH 6d COMMON NAILS- 2" x IIY2" GA. - PATTERN AS 017192 �p� 0 i INDICATED ABOVE. �F � U 1: HOLDQWN CONNECTIONS • OP!!<NINGrS Y' OVER 61-00 OR WIT IN 270 O}• CORNERS N.T.F, 0 841-011 n .ria: 141 121-011 71-71' 61_11" 6/_311 51_g11 61_'0" 6'•0" • • 2ci'—211 o gt_ON gl_211 12" q1-Off 1 / L _J AREAWAY W/ EGRE55 DROP T.O. FDN, GALV. AREAWAY WINDOW-PROVIDE 5TL. WALL 4" BELOW TYP. A5 REO'D ' Q LADDER BOLTED TO O —————————— VENT— FDN, WALL (---- ---- - --- --------I l D WD. STEPS ABOVE G �-- Ip ----------1 O O i 1411 -----------------� 4" -------------- -----j• L.1� 1 --------- - ----------- ---- -----� r------------ --� r1-, r_l, I i I Z O � _---_ - _---_ - _--(3)2"XIO" FLU5H1a;' I 911 w 1-- ----------- ------, 1-- ----- - co BM. PKT, I J I I L_ J L—_ J 1 I AREAWAY gl1 I a 11'-7" I I 12'x12' P.C. PIER ON I , O 11 24"x24"x12" P.G. FTG. Q I j 1 m 0 1 I 1 TYPICAL I I I I r~ I j I-- to ---------------- I - - - - - - (2)F.J. ------------ ———— N I .: I J DRAIN TO I r (2)I'Y4"Xii'/g" LVL FL. BM. PKT. I O 1 1 I I 1 DRYWELL I 1111 141-1 lessessessessoosess( O 121_011 111_lu I In 6 (V I I I I I g 11 Z 3 , I JI 230 X tl7/s" F.J. a TJI 230 X 11 "m F.J. I I " 11 no / r____� W W I 2x8 NAILER LL J I Q I irv" O.G. (] @ 16" O.G. _-- ENT _ — -__z —-—— VENT--_—_-- VENT —_--_----- co CN 1 I 0 I I I 1 TJI 230 X II7/e' F.J. (2)F.J, — — — —� 1 — —�— — — — — — — — F- I I I 12 co 16" O.G. I 3%2'm STL. COL. ON I (2)F.J. I 24"x24"x12" P.C. FTG. 1 --1----1----�- ------- ------------l------- -- I I w Z o0 CL f I I D m I r ,d - r -f (2)F.J. 1 I- co t BM, PKT, t ' I C� Im 3 I Z r O I I 1 I J - - - - —I ' I STEP IUP FTG. Q I I I W N IIvr2H TJI 230 X tl�/s' J. 1 I > � C� L (2)F.J. I J O I I I x W x X NOTE, INSTALL FIRE RATED 1 I p1\� G.N.B. ABOVE MECN EQUIP, I O I AS PER CODE, --- -I I to N SAS�ME V a 1 I r �i--1 I N - - •� I I = 0 I I 1 1 4" P.C. SLAB OV R V.B. r , r--1 I I tV LL 0 I J J x - (2)F.J. - ' I IO- - (2)F.J. _ I 's - --- - (— _ =J jI I i , cD i ' N= I I xu = N - L � {__J I j I-----j �. - -_----------- BM_ PKT. ---_i _� L_ W� I I 2 F.J. 1 I I MECN. uQ I =.> = I F v — — — — — ( ) . — i- J x CRAW LTJ' PACE m� r - - - - - - - 1 EQUIP. - �---I L-------------- --- --- — ---- 1 1 I I ^ I 21, P.C. SLAB OVER V.B. ^ I (2)F.J. lel' 7" tl1_In I n I I m I I = I I 11 I 1 r —� I I 5'—IG" '-10" 8'-I1" 8'-il" 15'-4" C4 81 I Z 8 I I I (3)13/4"XII% " LVL FLI. I (3)13/4"X117/," LVL FL. I I- 1 W 1 i I I Z I I I cm t6"o,G• I I I r=pm _ I IE = V x� r Im I I I (3) 11%11xII7/6" LVL GIRDER I I I I p I � (2)F_J. J 4"x4" TREATED D, I I 1 I a r�J I 11 1 I m _J I i i I I i I I i I I I 16n to _ I ly — r L---J L_ } _J L___J L_�_ I " — I POST EMBED ED IN I W I 1. XIL ( 3/Z STL, COL. ON 0 10"<D SONOTUBE I JII ' I I n\v J ,.'' i J I ' = I 24"x24"x 12" P.G. FTG. I 1 I o IL z I L I I "I— -- I I to lL J I 1 (2)F.J. i I 1 J X 4'-O" - I I 5'-101 �' 611 5' O" 3'-4" I la I i J I �o W I F-- - .t - _ - - - - - WD. STEPS ABOVE-/ I 'm (VI I U I IOj I '• I STEP UP FTG 1\ =m ' �9 r V r_ _, 15R -- -- ---J 1�t I -- IIV12H�/— - -- X J I I I ( V J ' J L Q"S ► 1 - - e. 1 •, I I I w m\V I O P\m I -=-1------ -- ---------------- A. VENT (2)F.J. I I IjI ( Iq1-4" ( ) — — i- Q I EI LAL DN I i W I = N i I-- --- -------------- --- --- Brl_PKT.---------N --------j I Ld VENT\_ VENT I J I I S a"X16" SGR. BLOGK 2"x8" NAILER JII j 1 I ( O VENT (TYPICAL) 'i V tLLd I I O 24"x24"x12" P.G. FTG. ~ I I m —_ N Q I I r—— , I I f 7 (- -1 a i ,O,I FLUSH I (3)2 X _ LUS _-------_ -'r-' -1--------- ---L I _ 1��1 3 = I I N _--- ---__ L_ _J IL > i I I I I i 16"x16" P.C. PIER ON A I I 30"x30"x12" P.C. FTG. TYPICAL 01Z' I I I = I WD, STEPS ABOVE I I UNEXCAVATED I I 4" P.C. SLAB W/6X6 10/10 W,W.M, I I 1'— " 8'-10" 1'-4 4I'_O" 11_4 8'-10" l _412'-2" I ( 1 I PITCH TO DOOR Q' III i•f/21_a11 1 • 8'I REVISIONS: I it I I I NO. DATE TITLE oI i-----�- -- --------------------------I I - L—————————— ————————--—————————————————————I V 4 rY Q Y 0 I " 141_6" 24'—O" q6-211 36 —4 or_ W DRAWN BY: lo lo PET 5AI-0" W d C M I •�-� 1 DATE BASE FENT�FOU N IDAT � ON FLAN ���® ��C 1 05.25.15 SGA L E I 114"-1'-01' 99�� N DRAWING NO C9 Q 0 {- N � � Q , a`; ',.,:,,T_;�;�is •, ;I ,;x: a 541_011 I • �i a _ t 141-6" 121-0" 121-0" 2q1-2" > i J 1_ 112 1_ 11 1_ 11 1_ 11 1_ 11 1_ 11 /_ 11 1_ 11 1_ 11 1— 11 1_ 11 1— 11 ... .. - ..•_6 t2 O 3 O 6 6 2 6 6 O 6 O 5 q 8 O 5 8 5 8 4 I p'-2" 8'_2" • 10 01 10 10 10 10 10 10 • 2q'-2" t2" • / �.� ' q,_On gl_2u 12" gl_Ou AREAWAY w/ EGRESS I-—---------------------------�� WINDOW-PROVIDE 5TL. LADDER BOLTED TO —— ————— ——� I D ND. STEPS TO GRADE WG O W O z FDN, ALL E ,�\--- ----- - W/ 3° RAILING 3 O 0 I O (3)2"XIO" I (3)2"xloW - ---- -s---------- �q " 1 N I �9 _D" TJI 230 x qY" J. 3)2"x12" EAIDER (5)2"xl2" HEADER N 1 _ I (3)2'X10" -- �------ - --- ---- ---- --- (3)2"xl2_ H ADE- ———— OD 16" O.G. Q GLO I U 1-1, 1 I C.� I I— ------------- -- TJI 230 x q%2" G.J. . I 611 AREA WAY HwR• @ 16 O.C. o ( M� - 1 I 1 xN LL ----I— � DEN m I ' 1 - O ....a (5)2"XIO° �' 1 1 I „ „ I I I ,_ " ( COVERED PORCH DRAIN TO 6" 14 O 6u -6 -O 6n t6 6 6 DRYWELL SAT �.N - i 5/4"x4" MAHOGANY DKG. tY U m BEDROOM #2 I `� _ IF x j 1 0 N I , Q o 2 1 S.D. - (3)2„X10)" I I (3) IIXIO" (5)2'XIO" (3)2"XIO" I _ 1 LEI O , *� I x U N O O 611 N 11'-6" 4n 111 17'-6" _ O N C �.., N tQ IA O h w t TJI 2 0 x q12 C.J, N I @ Ica" O.C. O I I L V DR . 8 X I - - - - -�I II - - 2:x12" N FLAT OVER MASTER BEORM. _ 5 , I , v O I J !(I I BREAKFAST J I(I I O >I I I BEDROOM #3 1 11 1 11 1 1 1 11 A"�., -2 ,4u 6 -O I ' 4 - 4n 3 6 I -] J I II o I I � TJI 230 x 41%2" C.J. m I I O :of _ a a I,I 16" O.C. '^ N O --_ — m ———— x 0 n�'ll I �N V N (� 2'-4° 3/-611 a 111-6" 611 x i v N _ '� I 1, N IL `� _ °m � SII X0 4 v N - II m 77" O - 1_ 11 11 -- PRE-FAB IIFLUE O '1 III N G EAT RM. S.r_> I 2 4 _611 6 51_Ou 1 (3)2"X10" _ `� D FROM BgLOW 411 = O I @i O �9 N Z COO 0 I l TJI 230 x q'/2" C.J. I — F G.O. 1 MUD R". c� 16" o.c. I N I i O Z �' I N LAV. _ I O ^ I BENCH I m (3)13/4'X, 1, VL FL. I I O I l7 w.C. _ B I �.(3)is/4"Xg1'2" LVL FL. - - - - - m 1 I tY I x O m 7 w I tt1 i) 3,-011 21-1511 to (V ' a = '� t2 � z Q 0 o 3 _ O K I TG4•-4 EN W O ATH st2 (� Q t0 O I 1 N DN xj �9 t 01 I O XgY2" LV'L F .-� O l9 I ^O F.J. ' 1 - I I - _- 1 �z x m I mJ m �N I 2 v BRG. _ (2)2"XIO" - 6 W z- 0)J waIIX 1 liX Ilol 91 cn N in ( - t 3 A I I G m J t, I 1 11 0 x m I I n O - _ "I 1-6u 6,1 I) -6 �, 11'- " , D\ I x 19 UP - 4' 3 3 i 1 (V O I I _ SINK D.1'rl. N -� 6 6a 1�R 6n I l V ,411 '-6" 4a O 1 ' Ig1_Ob � F �— _ \N = III o � - - - - - ❑� � � — DINING o o vJ - F YER 1 BEDROOM #4 W 0 x 0 :9 III^ LOS. _ 1 I (3)1x/41 11 LVL FL. - lV 1 1 o = I IN 2 O i - N I'I ivy a I to I I I $- j1 m� I TJI 250 x qy2" C.J. 0 1 _► O 0 7 2 `li „ 21 O" ,4u 4 I iv. Ifo" O.G. m in I 8 I I > (5)I% "x41%2" LVL FL. lY I I (3)2"XIO" \9 N (3)211x1 "O \9 (3)2"XIO" 1- ^/ - Oj I O I I r�a0 TJI 230 x 4172" G. . LL TJI 230 x qY"' G.J. I lol A A �dl ^ g l I I J I - _ - (2)F.J. - - I I I COVERED PORCI-1 I$I III--- V � I x - - _ - _ I I k i 5/4"x4" MAHOGANY DKG. (2)F.J. I ^I I N I O 6 I r1-n I ( �I I� x - ' 0 = (3)2"xl2" HEADER (3)2"x12" HEADER (3)2"xl " HEADER 'I 1 I O N I L— 1 —J 372 BTL. COL. ON N �T 30"x-_-0"x12" P.G. FTG. IN I O I m I N/(3)#5 BARS E.W. A I a 0 ' I WD. STEPS TO GRADE U = 2—GAR GARAG I w/ 3' RAILING 1 > 4' P.C. SLAB 6X6 10/10 PITCH ITO DOOR5 = I I I I 2'-4" 1211 q'-211 1211 q1-4" 1211 011-211 1211 21-411 of I 0 i 1!1:0 (3)13 "xq%2" LVL FL. _ _ V I I 1 a co II mom' 11'-6" ' II'-6" X I n I REVISIONS: 11 6a 2311 O" 6" NO. DATE TITLE 01 I 169 (3)2"XIO" (3)2"X10" W N I I z ' ixi L-- ----------------------------------------- , y 2 O V21/16 M.BATH/DEN 1 II 1� 11 1 11 1_ 11 1 N 1_ 11 , 11 I N 1 a 2 _6 12 O 6 -3 I I 6 6 -3 4 7 4 -7 81—off 10 1-2" 10'-2" a'-o" 0 1 01/06/16 PDR..RM 24'-0" al'-2" 36'_,411 wI DRAWN BY: 841_011 W FET _ DATE I 08.25.15 NOTES REFER TO SECOND FLOOR PLAN I IRST FLOOR PLAN AREA CALCULATIONS ��Q1E� A&C,� 0 FOR ROOF FRAMING To,� '/ N DRAWING NO-- FIRST FLOOR 2 400 S.F. C°9 �9 PLATE +-IEIG1-ITt 5'-1 " SCALEI 1/4"-1'-O" q HEAD HEIGHT, �'-8" BONUS ROOI"I 412 S.F. Q GARAGE 657 e,.F. 4 0171�2 ,�® o 3 �OFN o Lij � � Q ri... i in El a i i'`.i;, • • . 30 r- - - - - - -� - - - - - - - - - - - - - - - - z O - - -------- o �- - - - - - I- - - - - — — — — — — — — — — — — — — — — — — — - - - -� " �_- I QV I I I I I ( N 0. I � 1� 2i12 I I II 12 I I I w PITG1-1 2"xlO"R. 2'+x10"R.R. — — — — — — — — — — — - - - PI"irGH "� I— � 1G" OIC. 116" O.C. ♦ (Y � i I � � O N V I 2"x6" r..T. I I I i/ 2/12 F\♦ '/� 12/12 I Q N a i Qv IG" C. i I I PITGN C\ iv r�J U N F I N I HED � I I <y �\p`\o \r+ I w Q � ATTIC z O I o � I I I z o0 _ ♦ L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 O N @i `LI ' 1 I 2" 10"R.R. 2"x10" R. I ICD / Cm G O.C. @ i6 C. - w � >�„f 1 ———— ————————————— �c�` I N = Q I O _ _ _ _ Ig/4"x14" LVL RIDGE _ _ _ _ I I �/ Q I N Z ( T 1 M ^----- -------------.—.---..---------- I I �Pv C I > CL 1 I J I I w I \\ I s I I I- _ /� wA m\� �j I (V � LZ� � I �r I (2)R.R./ � � � ♦ ,P � I 6 I L--uxox I 1 o I m m raJ I �V) I �t — 2"x 10 R.R. i I / �' N @� /— -------- - ----- rye I C� IG"I O.C. I I - ---- IY ------------ - -I----4 ----- - ------ L- - - - - - - - - - - - - - - - - - I _ _ --• 13/"xIA" LVL RIDGE _ _ _ _ ( ♦ I I i te----- «--- x ,,• On �_ " \ / i_6n TO — — 1 i4n �a° I P h OXII/ C B tCAT I ,� V I � LVL RI GE UNFINISHED �� �i F\♦ LVL RID E O I O Z O _ - o I ( a I ATTIC I I \ I I m I o DI �� N il � ►- II I - I I 15I I \� ( _ U - _ _ _ 11/4°x14_' LVL RIDG T w ° FLAS LA CATH. ♦ _ z CLG. G. CLG. i cA c0 ♦9 ~ I IQ x - , x - i1 I w NLu 14 N w w (3)2"x8" FL. - \ ------s - ------ 2'+0" - N / I I \ U N LL • 4„ 1 I w.Ic. I I6 1 2-1 .T. I ♦ I w - I i � � w I 12I In BATS-I #3 I 0. -P IG" o.C. (L 61 16 S.D I 13 I ® I 21'x10"R.R. I 2"x10"R.4- I � � o _ I _ �- WVDs 1HWR I L 6 � s I I I q/12 - I 1 q/12 P s I ( I PI I O 1 I GUEST RM. i I I -------------------- a 2"x10" C-1. I I in O I m O m N w I I s „ X I S° FLA CATH. I s CLQ CLG 0 s 16 0.r-. > - I I 1 -II I Sc ECOND FLOOR PLAN REVISIONS:NO. DATE TITLE 5'-10” 6u I IV l4" ( 6n 5' Iola SCALE: 1/4"-11-01' I 2"X10'�R.R. U IA I 1� 2/12 O.C. @ 16"I O.G. 12/12 I W —TCN (3)2"XIO" %b 1 L _ -- - = _ F% 114 c 0 12'-0" 12'—O" 181-211 181-211 R w DRAWN BY: 24'-0" q'-2" 36'-4" I j PET i Q 541-061 A Ac ID DATE 08.25.15 �.�Ea '10 `�'e� DRAWING NO- Q � � Q '�'•� 0171 Z p� p OF N��� u a o � Q i i STAINLE55 STEEL CHIMNEY CAP STAINLE55 STEEL CHIMNEY CAP CRICKET WD. FRAME CHIMNEY RIDGE VENT W/ SIDING OVER RIDGE VENT ---- ARCHITECTURAL GRADE FIBERGLASS �I a I"x8" TRIM W/ - - —ROOF SHINGLES 1"x2" OVER 12 12 RIDGE VENT • / RIDGE VENT-\ q - - - - .. - --- - -- - - - -- -- - - �c • [.LI •- --- ------ -- --- ��xa" TRIM W/ / 1 - I"x2" OVER t2 -� 12 12 FLASH'G 12 HEAD - FLASH WOODO TYPICAL EXT. FINISHES BLIND STE - _BRACKETS _ ® ® VALLEY FLA5 T 11 G -FLASH'G VALILEY - FLASH'G I").c8" 3 O ARCHITECTURAL GRADE FIBERGLASS = TRIM W/ _ _ .-I w ROOF SHINGLES 1" 2" OVER BLIND FLASH'G z O I"x8" PAINTED WD. FASCIA LI±j BLIND STEP --- - --- - --- - --- - --- - - -----BLIND STEP ,•� �l1 5/4"x4" TRIM FLASH'G f r - ----- -- z FLASH'G W VALLEY 5/4"x4" PAINTED WD. CASING FLA5H'G U HORIZONTAL VINYL SIDING OVER BACKER BOARD-COLONIAL BLUE I"x8" FASCIA BLIND FLASH'G ~� _- I"x 8" FASCIA O O O 12"x12" LOAD BEARING r .1 3' FIBERGLASS COLUr1N HIGH WD. STEPS TOG ADE RAILING W/ 30 RAILING L. 18" LONG RED CEDAR PERFECTION I6"xl6" MASONRY PIER SHINGLES W/ 5%2" EXPOSURE / W/ 4" STONE VENEER L WD. STEPS TO GRADE I BEYOND (•_--_- B"x1roll 5CR. LOCK W/ 3 RAILING �16"X16" P.C. PIER ON V VENT (TYPI L) I I I I I I 24"x24",12" I I I n --f- - -------------------------- ------1 -L J--� —————————— --------- �---1- --------- 1--1 r�1 P G FTG ----1---------------------------------�- ---I F—j-I-----I----L----------- ------------I-----I-------------I----L__J I I---w I u � BASEMENT r 1 rJ I (- --� ---ISTEP FTG. r 1r _j FR 1 LVA ( 1 ON ____- I STEP FTG. MAX. IV i2H I —_ I _1 _J STEP FTG. f------- I----I MAX. IVi24-1 I' 'I F r MAX. IV,2H -r-T----T --------------------- -J -r--j SCALE= 114"-V-011r— r L—J-----I-----------------------�---� L---L--J STAINLESS STEEL DOOR SCHEDULE CHIMNEY CAP ( l Z �J WD. FRAME CHIMNEY MARK SIZE TYPE REMARKS W/ SIDING OVER RIDGE VENT ^ RIDGE VENT I 3'—O" X 6'-8" EXTERIOR ENTRY INSULATED,' WEATHER—STRIP W/ (2) CRICKET— I —6 X 6 —8 SAFETY GLASS SIDE LITES — 2 3'-0" X 6'-8" EXTERIOR ENTRY INSULATED, WEATHERSTRIP FIRE RATED SELF CLOSER12 __ ARCHITECTURAL GRADE FIBERGLASS ~—� \ RIDGE VENT 12 / � ROOF S1-ANGLES INSULATED, WEATHERSTRIP q / 3 2'-6" X W-8" EXTERIOR ENTRY FIRE RATED SELF CLOSER D I2 W/- T- INSULATED, WEATHER—STRIP W/ —I"x2" OVER q 4 3'-0" X 6'-8" VALLEY EXTERIOR ENTRY SAFETY GLASS VISION PANEL / FLASI-I'G el � t"x8" TRIM 1"x2" OVER 5 3'-0" X 61_8" INTERIOR j � ND ROOF BEYOND O12 6 31-061 X 6'-5" INTERIOR INSULATED, WEATHER—STRIP BLIND `yTEP f-LASVG BEYOND— .4"— EYOND4x 7 2'-6" X 6'-8" INTERIOR m 1"xW FASCIA __ �J (►-�] 6 2'-4" X 6'-8" INTERIOR l/ ----- F6AS — ---- q 2'—O" X 6'-8" INTERIOR O 1 10 (2) , 21-011 X 6'-8" INTERIOR WD. STEPS TO GRADE O W/ 30 RAILING 15 LONG RED CEDAR_ PERFECTION SHINGLES W/ 15 " EXPOSURE II 2'-10" X 6'-8" INTERIOR POCKET 12 2'-4" X 6'-8" INTERIOR POCKET I- 14 b; , 5TAINLE55 STEEL CHIMNEY CAP STAINLESS STEEL WD, FRAME CHIMNEY „ GI-Ilf'INEY GAP '' if :. i W/ SIDING OVER �, .,, :�,�:�� 3t. a:�;��, RIDGE VENT a t1i'+res. a ---- - - -- ---- -------- -- — ----_-- -- RIDGE VENT A CRICKET - • BEYOND RIDGE VENT %- RIDGE VENT ---- ---------- ---- ARCHITECTURAL GRADE FIBERGLASS - - --- - -- - ___ -- ROOF SHINGLES VALLEY— -4- _ROOF BEYOND • FLASH'G 12 HEAD 12 ~� 12 12_ 12 FLASH'G 12 • 12 12 —— — � `J W BLIND FLA5H'GFLA \ VALLEY / - - W (D z - 1"x8" TRIM W/ O I"x2" OVER -5/4"x4" TRIM �FLASH'BLIND GTEP W BLIND FLA 'G (� - - ---------- -------------- �, .•� o 1"x8" FASCIA = - - w V@) EILI \ � w -- -- _ Q 3 0 LE [a] c. ' HIGH Q RAILING _J „ AREAWAY W/ EGR L�J 5S LL, 18 LONG RED CEDAR PERFECTION ) ` 12"xt2" LOAD BEARING , WINDOW-PROVIDE STL. FIBERGLASS COLUMN 5HW INGLE5 / 5/zx EXPOSURE LADDER BOLTED O z FDN. WALL 0 7]z S"X16" SCR. BLOCK I I I I V41 35 RAILING GRADE I I VENT I I I 111� O\�I II I I I U I� O�I II I I Irr00 r----��---- r� I VENT (TYPICAL) I I ( I I I BEYOND _- J I I ___- I IIS ARE�IWA III I L ---- --I I ) L L=-= rL-------------------------ul-------------I---1-I-------------I_j _L ---� ---- I------_ i ;;� O �� ��� I- --�- --I L__________________________ .1______---___J___I________----J---L-- L_ GALV. AREAWAY A� J I I I� I�� L -- -J I T -I I I REQ'D TYPICAL I I O I I — V I I I I II 1 _I a (— _—�— —J I L_ L_ II BASEMENT FTG. L_ � L__ - -�REAR ELEVATON MAX. IVv2H 7 1 r ---- SCALE: II III--- ------�---�--------III III 1/4"-1'—O" -I I I ---- - L-------------------J-------------------I-----------------------L----I---I U z STAINLESS STEEL r T 1 CI- 1MNEY CAP h�`M WINDOW SCH EDU LE WD. FRAME CHIMNEY W/ SIDING OVER RIDGE VENT ~� MARK 51ZE TYPE MODEL # REMARKS MFGR. CRICKET Tv J BEYOND--/'\,,—, EGRESS RIDGE VENT BLIND STEP A (2) 3'—O" x 5'-O" D.N. (2) TW-210410 q�� MULLION ANDERSEN -- FLASH'G B VERIFY ATRII,JM WINDOW PROVIDED ANDERSEN BY OWNER ANDERSEN FASCIA 12 X12 / 12 _ HEAD 12 — G " " TW—210410 EGRESS ANDERSEN FLAA 3 —O x 5 —O D.H. 1"x8" VALLEY TRIM W/ Inx2" OVER FLASH'G ARCHITECTURAL GRADE FIBERGl�55 _ ROOF SHINGLES BLIND GTEP =' ^ D 3'-O" x 2'-O" AWG. A-31 ANDERSEN I / u BLIND STEP 1 O O 6 011 x 0 -511 DOOR FWG-60611 ANDERSEN 5/4"x4" -FRlrl BLIND FLASH'G — r J 1 F _1"x5" FASCIA � O G 2'-6" x 4'-0" D.H. 7W-24310 ANDERSEN -- - - 5/4"xG" TRIM H (3) 3'-0" x 5'—O" D.H. (3) TW-210410 EGRESS ANDERSEN 4 MULLION 1 21-4 11 x 21—4 AWG. AL-4-251 ANDERSEN OGGO 3' HIGH RAILING / / q' ' O E AD D 0 R V O EI& 7AD D OR J REVISIONS: (2) 2'-6" x 3'—O" D.H. (2) TW-24210 4" MULLION ANDERSEN REA Y W/ IDE REE 5 NO. DATE TrME WIND -PROVID LADD BOLTED T K ANDERSEN FDN. A,ALL_ uu uu uu 1- U Lu L 2'—e" x 2'-0" BSMT. I ( I I I I �� i wD. ST PL G GRADE i P.C. HAUNCH -�P.G. HAUNCH I O Z U W/ 3° AIL L.-- _J t__ -J 1 3 I BASEMENT � I I I I I M 5'—O" x 4'—O" SLIDER G-54 EGRESS ANDERSEN O I I I I W I I STAIR I LJ I —1 -------------------------- r__ ------------------------ �J m Q I- T � ii Q ii f� i i r 1T� o 1 J STEP FTG. �-- I BAPEMENT I MAX. IV:2" F__ T_ MAX. DOUBLE GLAZED, ARGON FILLED I ( I I I I -� I I (-- T- I I I I I I 1 J w p��BY: CLAD EXTERIOR-COLOR AS SELECTED BY OWNER L_ L_____J�____IJ L-- --- - ______________J�_______________rLL _J LEFT SIDE ELEVATION '� PET f T I 1- DATE VERIFY ALL SIZES, FINISHES AND COUNTS W/ L-_L_____ 1_____�_-_--_ __L_______________I__J "ANDERSEN" WINDOW REPRESENTATIVE1 os.25.15 SCALEr 1/4 =I O IkED A4,(—, � �,�Ea ro -,/,� IN DRAWING NO-- Q4— ar a d 17192 p OF ME`s'' u Lu 0 �' Q t•ar Ali, nr, r .ta r :i r m r I a S-1 5-I til ON i RIDGE VENT 1 RIDGE VENT I Ip/4"X14" LVL RIDGE 'TYPICAL ROOF CZINST. Ip/4"X14" LVL RIDGE TYP. ROOF 12 ARCHITECTURAL GRADE FIBERGLASS 4.5 +/- ALIGN W/ ROOF SHINGLES 12 12 RIDGE ' 15tt BLDG. FELT 12� �12 11 Y2' EXT, PLYWD. SHEATHING2"x10"R.R.c�16"O.G. �.y �J, _2 �R• ,i TYPICAL 801�FIT CONST. � VALLEY FLASW'G. BLIND STEP 2'x10"R.R.Ca16"O,G. 1 2.. 11'1 i' i� FLASH'G / / TYP, ROOF PERFORATED VINYL SOFFIT PANELS ` CONST. TYP, ROOF <'___ MICAL EXT. WALL CONST. CONST. " ` 2 x10 G.J.@I6 O.G. ♦ » » " R-30 BATT INSUL. HORIZONTAL VINYL SIDING OVER 2 x10 R.R.�16 O.C. (3)R,R, v /' / 12 BACKER BOARD-COLONIAL BLUE `OG (2)15/4"xII7/p" LVL VALLEY `�` `�\ 12 �' �� "TYVEK" HOUSE WRAP 12 �/ �` ROOF BEYOND 12 1/2" EXT. PLYWOOD SHEATHING �'� UNFINISHED �`� �`� UNFINISHED z GUEST RM. =1 2" X 6" STUDS 40 16" O.C. ,¢¢ ATT)C ` \`\` I T O i ,/ R-21 FIBERGLASS BATT INSUL. \0 R00)F BEYOND-/ ��` `�\ ATTIC I�+�I 1 , , 1/2" GYPSUM WALLBOARD + �\ �\ O 5-2 TYPICAL FOUNDATION CON5T. S-2 / �/ q" PLYWD. SUBFLR. NON-BRG, I I q" PLYWD. SUBFLR. 8" x 8'-O" P.G. FND. WALL +r » \ \``\` z TJI 230 x �i%2" F.J. KNEE WALL ) / @ 16" O.G. PLATES TYP, m ( ) @ 16 O.G. 2 2 xb TJI 230 x �lY" F.J. �` �� TJI 230 x �tY" F.J. ``'-3 � L 2 � TJI 230 x �iY F.J. 1 , (2 2x6 s 2 2" X 6' TREATED SILL PLATE PLATES TYP. @ 16" O.G. � � " 2 @ 16" O.G? 1 TERMITE SHIELD 1/2" DIAM. ANCHOR BOLTS W/ 2" X 2" WASHERS @ 3' O.C. MAX. U DAMPROOFI NG g_3 5-3 TYP. SOFFIT S-3 12"x24" CONT. P.C. FTG. i iR-30 BATT INSUL. R-30 BATT INSUL. CONSTR-30 BATT INSUL, _J 1 i TYP, SOFFIT . LL 11'/e' LVL HEADER i_501 CONST, > 3)l1/4"xW%2" LVL FL, (3)15/4" x 117/p" LVL HEADER (3)2"x12" HDR. BRC. w O.N. WALL " ADJU5T A5 BRG. REQ'D TO = WALL ALIGN FASCIAS + MUD R1"P. KITCHEN HALL SAT+-I ►�-+ 2—GAR GARAGE TYP. EXT. WALL-// co GREAT RM. ►"-�-+ i INSTALL FIRE RATED G.W.B. ON WALLS d CLC. AS PER CODE METAL FLASH' " PLYWD. SUBFLR. " " PLYWD. SUB LR. 2"x8" NAILER a q PLYWD. SUBFLR. V + ■ TJI 230 X II'/" F.J. TJI 230 X II'/" F.J. @16"O.G. it Z al'-O" X 8'-O" O.H. DOOR 5-5 2x8 D.J.cPl6 O.C. "O.C. p X16"O.G. p TJI 230 X 117/," F.J. I (3)2"x8"FL, WD. STEPS O 4" P.C. SLAB W/6X6 10/10 W.W.M. TO GRADE i PITCH TO DOORS R-38 BATT INSUIL. 3)15/ap° LVL FL. R38 BATT INSUL, •I' S-4 S-4 - R-38 BATT INSUL. =11= I-III-II 4. 2" P.G. SLAB OVER » 7 » ^' 1 CRAWLSPAGE (3)13/4x11 /p LVL GIRDER ILII-III=1 VAPOR BARRIER 1 s N P.C. HAUNCH I �;,1=III 1 Z ILII-III- . 3%2'0 STL. COL. BEYOND '• ! Z �•. f•:, III I ,.-� m in z M • COMPACTED COMPACTED • ' • I -(J1-111-',� .•.:I -�I- I�j I I _ •�%:• t�: FILL FILL 1=1T o BASEMENTI�- ----`�j IIS-lll I 24"x24"x12" P.G. FTG. BEYOND �.JwT I ON II�TII-- IIT FOMPAGTED a S�GT I ON TYP. FDN. WALL J.-.� I-Ilf CON TRUCTION II-III -li- • I I-T SCALE= -7 SCALE: 1/�"=1'•-O" III VAPOR BARRIER OVER -1 ITI U z • W S-I RIDGE VENT 1 13/4"X14" LVL RIDGE VALLEY FLASW'G TYP. ROOF CONST. (2)1$/a'xl1'7/s' LVL VALLEY 12 S-1 5-1 RIDGE VENT 1 al RIDGE VENT 19/4"X14" LVL RIDGE I3/4"'X14" LVL RIDGE a 0 Q mss' .'2"x8" C.T.�I6"O.G. _- 12 12 12 12 12 12 F 12 FLUSH ,. /O,, BLIND FLASH'G 0 }/O„ --' BEYOND Q TYP. ROOF UNFINISI-IED ��/6' 2' l2" ON FLAT CONST. `�� @ UNFINIS�-IE BLIND FLASW'G ���' 2"x6" C.T.�I6"O.G. ,�' ,�' 51 2 O ATTIC �� P ATTIC c c UNFINISHED 2"x10" NAILER ` �` I 12 2"x10"R.R,@I6"O,C. 5-2 �,,,- _ "k8 512 sl 2 sit rL+ ATTIC ' S-2 " , TJI 230 x 9%" F.J. " " ' 1 C� 2)2 x6 2 (2)2 x6F TJI 230 x GY" F.J. 1� �i TJI 230 x �l'/2" F.J. 'BRG. �6�J @ 16" O.G. „ 2 TYP. ROOF ,' C� 16 O.G. N �•! K,W, O.0 - -- i _ PLATES T1YP, PLATES TYP. C� 16 O.C. � O CONST. ih In ui� 5-3 R-30 BATT INSUL. 5-3 TYP. SOFFIT `'-3 3)1°/4"xal%2" LVL FL. 5-3 TYP SOFFIT S-3 S-3 TYP, SOFFIT --- l 1 CONST, I R-30 BATT INSUL. i CONST. i R-30 BATT INSUL. CONST. 2 2"x12" HDR. " " „ » ( ) (3)2 x12 HDR. (3)2"x12" HDR. BOX OUT TO (3)2 x10 N^!R. 2 O BOX OUT TO 12" WIDE BOX BAY WINDOW 12" WIDE s = = SUPPLIED BTr OWNER a I 1 12'x12" LOAD BRG. 1 VERIFY SIZE I MASTER BEDRM. 12"x12' LOAD BRG. FOYER i0 GREAT R.M. FIBERGLASS i0ITG}-{�N BREAKFAST FIBERGLASS COLUMN COLUMN 16"1 MASONRY METAL FLASH' PLYWD. SUBFLR. METAL FLASH'G TYP. EXT. V.4ALL 4" PLYWD. SUBFLR. „ PIER w/ 4 STONE » CONST• /a PLYWD. SUBFLR. REVI 1 N 2 8 NAILER 2 xB NAILER AREAWAY W/ EGRESS NO. DATE TTI LE VENEER " TJI 230 X il7/" F.J. „ 13 » 7 » WINDOW-PROVIDE BTL. TJI 230 X 117/," F.J. 5/4"x4"MAHOGANY DKG. e TJI 230 X 11 /p F.J. (2) /4 xll /p LVL FL. (3)2"x i0"FL. X16"O.G, CmIG"O G LADDER BOLTED TO FDN. WALL 2"x8"D.J016"O.C. R-38 BATT IN5UL. CRAW LSPACE R-38 BATT INSUL. R-38 BATT IN5UL. 24) 5-4 1' - - r: 5-a GRAWLSPACE 5-4 - - - r; s-4 5_4 77 T -11-III •�. 2" P.G. SLAB OVER (3)I�"xll'/" LVL GIRDER -II-II =III=1 !- I 1 •'J•LIF0116:_ 1=11 li-I' -II " U q p II I � III Til = 11i1TL OR BARRIER -III p I=1 2 P.C. SLAB OVER •• "'_Z STL. COL. BEYOND ��: III 1 V�.POR BARRIER E tr1 �•. I-111=1 ly 1-111=1I 1 ,. _ I ISI I ISI I I, T III Q L---- J `• O I— —�1 IN 24"x24"x12" P.C. FTG. BASEMENT VIII I BEYOND I =-111--III ' S G i ON G,� C ECT I ON C III ::' TYP. FDN. WALL III rll III-Ilk-. CONSTRUCTION !I D "°:111=1 DRAWN BY: III- . w `�' I�I I��I-ITI=111-I I • ' !� I •... 11�11=III-1 1-n 7 n i- u iii- +• 4" P.G. SLAB OVER 1Tf-I�-1 -)_T=1T Lu PET SCALE: 1/4 =1 O SCALE: 1/-4" =I '-0l' I .; . VAPOR BARRIER ILI I�I III Q DAT VIII . l l 111 :VIII E 'i r ��� �� � 08.25.15 coM .® SEA TO C���, DRAWING NO- F I LL QutI S QCT i 011 �' 4, -� ' N SCALE: 1/4"= 1'-0" A 01 is CL �P O U OF t"4 o Q ! ♦gyp♦' NAILING SG4-4EDULE GENERAL NOTES= i: .' " INSTALL I%4"W 20 GAUGE GALVINIZED MINIMUM ROOF LIVE LOADS STRAPPING V 16" O.G. W/2-8d NAILS V EA. END (1N POUNDS-FORCE PER SOVARE FOOT OF HORIZONTAL PROJECTION) FROM TABLE 3.1 OF THE AMERICAN FOREST 6 PAPER ASSOCIATION (AF4 PA) , r'11N. 12" SEARING ON RAFTER SURFACE WOOD FRAME CONSTRCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 1, All construction is to conform to the Residential Code OF N.Y. State-lotest edition ' TRIBUTARY LOADED Qnd all Local building codes. 4 AREA IN BOUARE FEET JOIST DESCRIPTION NUMBER OF NAILS NAIL 5PACING 2. Ail plumbing is to conform to County and Local health department requirements, FOR ANY STRUCTURAL 3, All electrical work is to conform to LOCO[, N,E.C, and Underwriters requirements MEMBER RAFTER FRAMING A. Contractor shall verify all dimensions and conditions in the field prior to ROOF SLOPE O 0 201 TO OVER construction. Notify the Architect of Conflicts or discrepancies 20o boo 60o Rafter to Top Plate (Toe-noiled) Y p Wall height 8 ft. 3-8d' 4 per rafter 5. Do not scale the drawings, Written dimensions shall take precedence over stated ~" FLAT OR RISE LESS THAN 4 INCHES PER FOOT " •;'.;i' Wall height 9 - 10 ft. 4-6d' 4 per rafter scoled ones, Larger scale details sholi take precedence over smaller drawings. It is1;„.: 20 I6 16 1�Ceiling Joist to Top Plate (Toe-nailed) the intention of the OF the drawings to provide for a complete job in all respects. RISE 4 INCHES PER FOOT (I-3) TO LESS Wall height 8 ft. 3-5d' ` per joist 6. The Architect shall be notified of all changes to the design. The Architect is not RIDGE I THAN 12 INCHES PER FOOT (III) Wall height 9 - 10 ft. 4-Sd' ' r of responsible For ch es made without notification, - INSTALL 1/4 W 20 GAUGE GALVINIZED Iry 14 IA g per joist pan ang STRAPPING @ 16" O.G. W/3-8d NAILS @ EA. END RISE 12 INCHES PER FOCYT (III) AND CeilingJoist to Parallel Rafter Face-nailed Roof Span (Ft.) 7, The Contractor shall be responsible For adequately bracing oil work during r-11N, 12" BEARING ON STUD SURFACE GREATER 12 12 12 ( ) construction against breaking, 12 20 20 36 a9 ng, collapse, distortion and misalignment according to all codes, standards and good practice, • 3:12 Roof Slope @ Ib" P.C. - -' - ' aper 8, Provide smoke and carbon monoxide detectors s r N.Y.S. codes L- ---- SHEATHING TO HE NAILED TO TOP PLATE 0102 Roof Slope @ 16" D.C. 5__ 3_Ibd -- -- each top 9. The installation of all materials and products shall meet all manufacturers MINIMUM UNIFORMLY DISTRIBUTED LIVE :LOADS 9:12 Roof Slope @ ib P.C. 3-16d -- -- -- each lap requirements. • (IN POUNDS PER SWVARE Fool) 8112 Roof Slope @ 16' P.C. 3-16d - 10, Concrete is to be 9000 p.s,i, min, on 2 ton per square foot soil bearing capacity. Verify soil bearing capacity in field. ` O , Z USE LIVE LOAD II. Double frame around all openings, under parallel partitions and under bath tubs. • w 1 Ceiling Joist Laps over Partitions (Face-nailed) Roof Spon (ft.) 12, 'TeCO" connections required of all flush structural toad carrying conditions. ^� ROOF EXTERIOR BALCONIES 60 12 20 28 36 13. All Framing lumber is to be Doug-fir tt2 Fb-1150p.s.i,, Eel p.s.i, Z 14. All headers and girders to be Doug-Fir fir tt2 Fb-1250 s.i, E-1,7m s,i, DECKS 40 „ g� 9- � p• , p. 3:12 Roof Slope @ 16 P.C. 5-16d -- -- -- each tap ATTICS WITHOUT STORAGE Io II - - -- 15. All exterior deck framing abxlll be C.G.A. treated. I 7- ( -2 9:12 Roof Slope @ 16 o.c. - 3-I6d - each lop 16. The Architect allows one structure to be built with this set of plans, with one ATTICS WITH STORAGE 20 9:12 Roof Slope @ 16" o.c. 3-16d -- -- -- each tap w O \ ROOMS OTHER THAN SLEEPING ROOMS 40 8:12 Roof Slope @ 16" o.c. 3-Ibd -- -- -- building permit. The Architect shall not be responsible for additional structures SLEEPING ROOMS sobuilt using these plans. O 17, PreFabricated fireplaces and Flues shall be U.L. approved. 18. All headers not noted are to be (2) 2"xl2'. � O Collar Tie to Rafter (Face-nailed) 6-15d per tie 19. Evidging to be either solid, I"x3" or 18 ga. cross-bridging, not to exceed W-0" o.c. Blocking to Rafter (Toe-nailed) 2-8d each end 20, r,^,wide domproofing at all exterior foundation walls. W V zs Rim Board to Rafter (End-nailed) 2-Ibd each end 21. All Flitch plates, L.V.L.'s and girders are to bear on solid wood posts and have GLAZING PROTECTION FROM WIND-BORNE DEBRIS WALL FRAMING solid blocking down to foundation walls, p `J Top Plate to Top Plate (Face-nailed) 2-1bd' per foot 22• All joists and rafters are to be bridged @ 6-0" ox. _J _J NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF Top Plates at Intersections Face-nailed A-I(od 23. Interior bearing walls are to be blocked @ 4'-0' o.c. T/,,," AND A MAXIMUM SPAN OF 8'-0" FOR EVERY WINDOW, PANELS ( ) joints - each side �� - INSTALL I(,4"W 20 GAUGE GALVINIZED SHALL BE PRE-GUT TO COVER THE GLAZED OPENINGS, LABELED, WITH Stud to Stud (Fore-nailed) 2-1(od 24" P.C. 24, 5tee1 ASTM A-36 painted, bolts as noted (A307), welds-E70XX, reinforcement pe _J 5-FRAPPiNG V 16" O.G. W/5-8d NAILS P EA, END APPROPRIATE ATTACHMENT HARDWARE, ATTACHMENT HARDWARE Header to Header (Face-nailed) 16d 16" P.C. along edges r11N, 12" BEARING ON STUD SURFACE Pon pe ASTM gr, b0. SHALL BE PROVIDED IN ACCORDANCE WITH THE C44ART BELOW. 25,� kecord Architect is not responsible For supervision, inspection or administration "--� - Top or Bottom Plate to Stud (End-nailed) 2-16of this project,d per 2xQ stud � O FASTENER TYPE FASTENER SPACIN%.;I 3-I6d per 2X6 stud r PANEL SPAN PANEL SPAN PANEL SPAN 4-Ibd per 2X8 stud NO SUBSTITUTIONS ?ND FLOOR s 4'-D" 4'-6' 6 -8' �• 0 2Y' Or_ WO, SCREWS All framing hardware shown on these Ions unless otherwise indicated is "Sim on 5tr " I �' 16" 12" q,l Bottom Plate Or Floor joist, Bandjoist, p ps ong-Tie . LL Endjoist or Blocking Face-nailed 2-16d ' ' r foot No su,,.ituttons are approved or authorized due to the relationship of Framing hardware to the j g ( ) PC p g 2Y," tte WD. SCREWS I6" 16" 12" FLOOR FRAMING other components OF the structure, any framing hardware substitutions will render these plans /y i null o=+d void and will result in the Installer / Contractor assuming responsiblity for the design Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist �. and pe-formanceof the entire system. ('`1 O Bridging to Joist (Toe-nailed) 2-5d each end Blocking to Joist (Toe-nailed) 2-8d each end w Z SIMPSON BEARING PLATE BP 3/4 Blocking to Sill or Top Plate (Toe-nailed) 3-16d each block ENf:RGI' NOTESF -- EXTERIOR WALL SHEATHING FASTENERS As NOTED Ledger Ledg Strip Beam ( )to BFace nailed 3-16d each joist ,_•� N IN SCHEDULE APOVE HEADER AS NOTED ON PLANS Joist on Ledger to Beam (Toe-noiled) 3-8d per joist 1. All construction shall be in accordance with the requirements of the N.Y.S. Energy �\ � Band Joist to Joist (End-noiled) 3-16d per joist r- 51MP50N P05T CAP PG66 O Z - INSTALL Q,"W 20 GAUGE GALVINIZED wlNDow PLYWOOD As NOTEC , nservation Construction Code, latest edition at the time of permit approval. II GLASS Bond Joist to Sill or Top PLote (Toe-noiled) 2-Ibd per fool - f3TRAPPING @ 16 O.G. W/3-8d NAILS CV EA. END 2. exterior doors and doors to garage U=.40 max. THREADED ROD MIN. 12" HEARING ON STUD SURFACE 4 MIN, 6" ROOF SHEATHING 3. Windows and all gloss. U-,55 max, r3F_ARING ON BOX BEAM see Roof Sheathing Nailing 4, All fireplaces to be provided with a damper for outside combustion air, ^ �/ Structural Panels ed r 1 Diagonal Board Sheathing page) 150-200 c.f.m, flue to have tight scatted damper- max, air leakage 20 c.f.m. HOLLOW LOAD BEARING COLUMN � .� Schedule this e WINDOW VERTICAL • HOF!IIZONTAL � g _ I xb or I x8 2-6d each end 5, It shall be the responsibility of the Contractor to submit the size, desigi and II c Z SILL STIFFENER I"XV, " " type of mechanical s stems which will be used in sufficient detail os is - � --- INSTALL "SIMPSON STRONG-TIE" DSP TIES C� I"xID" or wider 3-Sd each block YP Y ` 32" O.C. W/ 10- 10d NAILS PRIOR TO SHEATHING . required by the Building Department. CEILING SHEATHING 6. All thermostats shall be adjustable 45-75 deg. F; For combination heating and P Gypsum Wallboard 5d coolers 7" edge / 10" field cooling thermostats the range shall be A5-85 deg. F PLYWOOD STORM PANEL WALL SHEATHING 7, Combustion e i ment for a heotin and water heating shall hove a minimum 1 II - z �� - ' SHUTTER" DETAIL M•T.-• -_ �P p� g g T=R1"IITE SHIELD OVER SILL SEALER Structural Panels see9implified wall combustion of 75Y. and sbloll have standby losses less than the code specified Sheathing Pressure t Naling Fiberboard Panels Zones ,this maximum based on actual equipment size. i Page•, II L - _ ° ,''O ANCHOR IBOLTS 0)3G" O.C. (7" EMBEDMENT) 7/16" 6d 3" edge / 6" field 8 Insulate o11 pipes and ducts as per code. I1 11 '_ " 25/32' 8d 3" ed / 6" field hater service temperature controls shall be set at 140 deg. F max, SIMPSON POST BASE PG66 • •`Ji H x 3 BP WASHER (1 O FROM CORNERS) � :� ,, 1 10, All lavatories and showers shall be equipped with devices to limit hot water Flow .T DECK HEADER - AS PER PLAN . =''T' FLOOR SILL TABLE R301.2(I) ` GLIMAGTIG AND GEOGRAPHIC DESIGN G�Z'ITERIA Gypsum Wallboard 5d cooler 7" edge / 10" field :o a maximum of 3 g.p,m. @60p.s.i, pressure. Hardboard 8d (see Simplified Woll ih. HVAC cooling equipment shall be rated in accordance with table 4-6 of the Energy WOOD51MP50N POST BASE PB66 _ GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER FLOOD WIND Sheathing Pressure t Nd11ng - , l S-!.} 1,.• SNOW SPEED DESIGN FROSTLINE DESIGN Particleboard Panels 8d Zones this page.) de; min, EER (efficiency) shall be as specified in tables 4-8.4-9, and 4-10 of HAZARD EXPOSURE Diagonal Board Sheathing Energy LOAD (MPH) CATEGORY WEATHERING DEPTH TERMITES DECAY TEMP ;:le caber Code. " I"xb" or i"x8' 2-15d per support' 12• T`Ncrmal transmittance values shall not be greater than the values tabulated in P.C. PIER �� ' _ U�L.� �' A5 PSF 120. SUFFOLK SEVERE 3'-O' MODERATE SLIGHT TD SUFFOLK TYP I GA L. �! ' !� , S,"� MPH B TO NONE MODERATE 1= L�!NE B " r-1 I"xID or wider 3-Bd per support oh'c of the Energy Code, i 13. materials capable OF absorbing moisture shall be protected by a vapor barrier -y- locoted on the winter warm side of insulation, L.�-T"ERA L SH Ffa. CON1 N�C I I ONS S P FLOOR SHEATHING Structural Panels 14. Ir vlotion shall be installed in a manner that provides For continuityof insulation s/uail 0" I I SGALEI 4 1" Or 1e99 8d 6" edge / j12" field ulute lines, band joists and corners. greater than 1" IOd 6" edge / 6" field NOTE= THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN Diagonal Board Sheathing AR(.P.LTECTS STATEr1ENT: FOREST AND PAPER ASSOCIATION (AF 4 PA) WOOD FRAME CONSTRUCTION MANUAL 1"xb" or 1"x8" 2-5d per support --'FOR ONE AND TWO FAMILY OWELLING5, 2001 5130 HIGH HIND EDITION,5ECTION 2. 1"xlO" or wider 3-Sd per support 1, Voter Tokor, Architect, state that to the best of my knowledge, belief and NOLLON COLUMN TIE-DOWNS i II profe%aivnal judgment that the plans and specification contained in these drawings Nailing rec{iuirments are based on wall sheathing nailed b on-center at the panel edge, If wall sheathing ngs is nailed 3' on-center at the ponel edge to obtain higher shear capacities, nailing requirments for compl/ with the N.Y.S. Energy Conservation Construction Code. Refer to MECcheck J structural members shall be doubled, or alternate correctors, such as shear plates, shall be used to COmpionce Report filed as port of the building permit application, attached to these maintain the load path. x When wall sheathing is continuous over connected members, the tabulated number of nails shall be Construction Documents. I %-4P x 12" L. x 3'-0' O.C. ANCHOR permitted to be reduced to I-16d nail per foot. DOLTS W/ 2"x2" SO, STL WASHER. INSTALL "SIMPSSTRONG-TIE" (1'-0" FROM CORNERS) HDUS HOLDOWN 4" CORNER AS PER TABLE 3.2A t 3,2B 6EGURE W/14 6DSYA"x2kl" WD. SGREW6 INSTALL "SIMPSON STRONG-TIE" COMPONENT AND CLADDING PRESSURE ZONES H-2,5 CLIPS W 16" O.C. W/5-ad NAILS NUMBERS INDIAT'E NAILING ZONES 74-a, THREADED ROD EMBEDDED 121y" INTO CONG RETE W/ 'SIMPSON' ET (HIGH EPDXY ADHESIVE) t FOR TENIP,S' O•F-40•F USE ®I 'SIMPSON' AT (HIGH STRENGTH ACRYLIC % tel ® ADHESIVE) ROOF SN EATI-I I NG NAILING SCHEDULE - Q 4 9 O I p I O 3 4 3 ., ♦ e.,'_. i_TIRE 1'-0• �•-O• p-p„ ".O• I'-O• N-o• i• -- - ZONE I ZONE 2 ZONE 3 ZONE 4 • EIE a M 1.ENGTH . I f ' . .• • • ..' � -- =- �-� �_'� -� --�-�S � FIELD 0 O 0�----- -- - ------1- -- ------------------- I O V /OI I �S' - $ 811 O.C. 12' 0.C. 3" O.C. 4" O.C. , --I--------- EDGE 0 4" O.G. 6' O.C. 3" O.G. 3" O.C. i 0 I ( O / MULTIPLE MICRO-LAM MEMBER AS VSTEEL FLITCH PLATE O O NOTED ON PLANS (IF INDICATED ON PLANS) 41-------------- I 2 I 1 1 HOLD DOWN CONNECTION %'m BOLTS W/LOCK WASHERS ALL %Z" EXT. PLYWOOD NA-L S1••IEATHING TO BE SECURED O I WITH 8d COMMON NAILS- Q_,` x IOY4" GA. - PATTERN AS 'O I I I 2Q I _ N,T,S. �j' 5j WALL-TO-FND. CONNECTIONS INDICATED ABOVE. z I I IO MICRO-LAM / FLITCH PLATE BOLTING DETAIL _ I Q I _. HEADER A5 NOTED ON PIANS ------ N.T.S. FOR ADDITIONAL STRUCTURAL- NAILING REOUIREMENTS Q I I I ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO REFER TO "FASTENER�i !SCHEDULE FOR STRUCTURAL I O I I O BE BDLTED As SHOWN. MEMBERS" - TABLE R-602.5 I OF THE RESIDENTIAL CODE OF NEW YORK STATE. II --I---------- I 0 I 2 i DI I" I I I ' LI PSON H-6 I ____ jlll, CLIPS C� 3" V.T.R. I 3" V.T.R. 3" V.T.R. I 51MPLIFIED WALL SHEATWING ( I I ----------- T ----T- I 4 32' O.G. I I PRES=LIRE 4 NAILING ZONES I I I I O' I Q ROOF -- _ I REVISIONS: ADJUSTABLE LIGHT ROOF RAFTERS AS H NGER5 (L55U28) NOTED ON PLANS I 2" i I I I Q I O O I NO. DATE TITLE sTRAPPING a CATWEDRAL. I - - i I I I I L-------- CRRAFTIER TO RID4EE� I r I O I I I --------� O i I N.T.v. CANTILEVER 1 2"t 2"1 2„' I i O' INSTALL HOEDOWNS V ALL OPENINGS OVER 4'-O' OR WITHIN 27' OP CORNERS SIMPSON BETWEEN IST AND 2ND FLOOR CLIP5 @ 32" O.C. I lye" WG SWR I I I I O I 10 O I i f- 2ND FL. I I t I I I Q t 7 Seo D E-FA I L- 1211T J 31 211 I i ® � �� O�- p p i ( �O ----4-- -Jo--- O Q -STRAPPING INSTALL I).•W 10 GAUGE GALVINIZED __„1 i I 2N_ -J O I lY • K' O.C. Ws-Sac NAILS 0 EACH END �( HEA ER AS aTEa (TYPICAL let ALL HEADERS IN ExTERIOR WALLS) N.T.S. T I-_ 2N I I full^ 2111 I-- _ I ---- I I I "t t -12" II F.A.I. I t I 1 4 a ---------------------I - O JACK STUDS 2u .21i z,lI 2 I O I'z" I211 I I I I O O I 4 I 9 -KING STUDS AV. AV,7 I SIN I LAV O I I O 2" LEDGER-SECURE TO WC D.W. \\\./ DooR Ae NOTeD. FRAMING W/ I/2" 0x3" ly?I iy2" 5NW 1yz" `IUB ly2,l NOTCH ALL WINDOW AND DOOR GLASS TO I G FL. - I DRAWN Bl�. COMPLY WITH R.C. OF N.Y,S, SCG RRBOS FOR SAFETY GLAZING MI"IERE APPLICABLE LAG SCREWS &' Jr.'-1 " O.C. SIMPSON H-2 CLIPS ID 16" O.C. "I 2" 2" 2" 3" WALL SHEATHING NAILING SCHEDULE 3 I i t ROOF PLAN PET 0. 3 6 1 O I U O I I sc.: I/a' I'-o° DATE G.O. TO AN APPROVED I --�- -�-- I _ �g [a �n 1 08.25.15 INSTALL HOLOOINNa I ALL OPENINGS G.O. C.O. G O SANITARY SYSTEM s r S' R C,( 1,() OVER i'-O• OR WITHIN ALL OP CORNERS ZONE 5 ZONE 6 O O p I O � R To/1- °`,a' N DRAWING NO.: 4" X,H.C.I. < FIELD a�< C.1.H.T. 4" O.C. 6" O.G. ('1i p I- p s ,N 51MFI50N H-2 EDGE CLIPS 3" O.C. 4' O.C. FL-Ui"IBIi� G RISER DIAGRAF-1 ..',•• ALL %' EXT, PLYWOOD (WALL SHEATHING TO BE SECURED s 1 , WITH 6d COMMON NAILS- 2" x 101" GA. - PATTERN AS a S7 D STA I L_ NOT TO SCALE INDICATED ABOVE. 2 HOLDOWN1 CONNECT'ION'S • OPL-Nimas �b� ER 6'-O0 OR WITHIN 270 OF CORNERS u Q "ex 1tiT;T1`t �•^ 6Al -Ox y © n .n:�1Fi :x:iix / 12Ou- 2�I -2 16'-4" 14'-6" 12'—Ou 1 u 71-7" 6'-II" 6'-3° 51-qu 61_010 61_On • 2q'-2" 12" � q'--O" g1_211 12" q'-O" • 1 J AREAWAY W/ EGRESS DROP T.O. FDN• ASLREQ V. RDEAWAY WINDOW-PROVIDE STL. WALL 4 BELOW TYP. O -+ LADDER BO_TED TO O W D. STEPS ABOVE VENT FDN. WALL E r-------- ----- --- - --- -1 G —————————------ ---------- x --- 7 I 1411 r--- -------- � 111 i I 4 I � -° ---- --- - --- - ----------- ---- - ----� i------------ -� 'I r1---------------�--L, ------------- --------� I L Z O 1 ,•� �1 IN h (3)2"X10" FLUSH z. F— I al" 16'-O" I el" LL V _ I - ----------- ----- y �--- ---- - - _---- - J I - U x o r - _ � BM. PKT. , L- J AT_.�.wAY I, 1 11'-7j1 I I 12'x12" P.C. PIER ON I 1 I I Q V 1 $ O I I I 24"x24"x12" P.C. FTG. 1— m --- r1 -----J TYPICAL I � . .. - - -------- rnI I I i I -1 c I I I (2)F.J. DRAIN TO i i (2)Is/a„>'!:'!e' LVL FL. BM. PKT. 1 OI s ' �I I DRYWELL = 121-Ox I Coo, Z 3 I ___ , JI 230 X 117/8' F.J. a TJI 230 X II7/e" F.J. I I " „ I 1 1 rr ►ry� W W I 2x8 NAILER I I I } V Q I % I I ( t0 16" O.C. ENT VENT . _ VENT __ -- ---- ---- TJI 230 X 117/B' F.J. (2)F.J. _ _ (2)F-.-J. 6 O.GCL � 3Y cp STL. COL. ON 24"x24"x12" P.G. FTG. ofI / I m 1 - _ - - --1-- --L-- -1-- 1-------- ---- ---- --- - -------- - -- J ff Q I - I _ r > , r - - - (2)F.J. I c0 I BM. PKT. I t I H .� I t I I I —I �� STEP UP FTG. I I I Z IIII—* ry N Z I I IV,2H > r-�~ L -J L _J _ I I I I TJI 230 X I1'/s' J. 1 I ,� (y) lY I I I (2)F.J. - - - - - I p I I ' CY @ 1 1 I I i x ~- - I NOTE, INSTALL FIRE RATED I I I I W G.W.B. ABOVE MECH EQUIP. AS PER CODE. (2)F.J. I I li l7 0 I I I I eASIEMENT - - - - — a I I =� J - allI --- 1 1 4" P.G. SLAB OVER V.B. I - -, r- I I tV i - p I J I I I x I I-,a'-0, -I I j ----- 1 Ie-i (2)FJ. - 1101 -7 - - (2)F.J. N I ��°J J I i I r Iv = ----- --- - ---- BM_ PKT. I- �'- - - L_ I _ I wl I I I QJ , Rj L X -J - I % --_= -� -� MECN. vQ I I r,> = I- = I (2)F.J. I ----� 1 1 = I a VZ I I N...1 x I CRAWLSPAGE - - I I I. I , EQU P. �, Q .. L_J L---- ------------ - - ---- I I _ I c -i I •-1 •.". �11 �' 711 111-111 I i m 2" P.G. SLAB OVER V.B. I (2)F.J. I 1•. I 8 I I i t i i u u 3 13/"XIII/" LVL FL. 1 1151-ax N I � 1 E I (3)1314 XII7/ LVL FL I _ ( ) a a I $' I IZ II 21,x8" D.J, i > Z I I I OD 16"o. r c. I •'. I I I � rr— —� r— —� r— —� J _L — --, i '• - I I I xtl r I tD 1 I I 3) Ilg/a"x11�/a" LVL GIRDER, I I I I - 0 I I I O m�*J I - --}--�—+- --I - -I--�c- - --f--�—I- - - -I - - - - - (2)�_J. 4"x 4" TREATED D. I ' . I � 1 I I I I I m m I I I I I I I I I I I 6 ,n o I I I I I I - _J I _ iLo P,''.=�T EMBEDED IN I I W I I r X u_ r I L-- -J L- J L---J L--� - 3%2"� STL. COL. ON IO 4 50NOTUBE I W J I I ' I I m�Q J 24"x24"x 12" P.G. FTG. I :t I '� z1 I r m� I o I V i I I I X 4'-O" = 1 I 5'-10' \' 611 51 OxILI 51-411 I 111— I I J I in W WD. STEPS ABOL I I m x I I U I 1 I 1 I STEP UP FTG. =m ' \ U j r- -, - - I I -- -J ---- 15R - - - - ----� Iv I Ivr2H - L x 0 J I I - I I r o I X I F_ :7- - --- -- -------------------- ;,� - -I --1----1- - t'�rn I -7 � m�Q - L - -J V I I VENT --, -� -� i lal'-4" 51_4x I I (- m (2)F.J. I all I I - I X11 10,1 I I O � _ d > I a I L— --- -------------- --- -- 5M.- ----------N -------J �« w l a ------- ---- ---- -------- --- ---- ---- -------- - ----- ----j 6 I ii' -I - I - I , J VENT " " " VENT I 1 8 X16 SCR. BLOCK 2x8 NAILER (- 1 'L VENT (TYPICAL) I , IL x X d I -- 24"x24"x 12" P.G. FTG. i I m - - -- N I O N I j 1 F -I N �' -� I T (- -1 1- p JQ I I c0 I I I I _-- _--=-- =L ; -(3)2"xlo" FLUSH - - - - I QQ 1 1 = I I = ----_�- .. 1-------- - - N 3 = I I N I I I I N L__J L+---J L--+ L---1 O Zw - ----- --------- - CIS A � > I 111111) I 11'-4" II'-4" I 'c I I - - -- ---------- -� 16x16 P.G. PIER ON - I 30"x30"x12" P.G. FTG. 7 I TYPICAL WD. STEPS ABOVE I I I 0 I j 1 �t 4" P.C. SLAB W/6XG 10/10 W.W.M. I I I'-4" $'-10" I'-4 q'-0" 1'.. 4' 8'-10° 1'-4'21_2n I j I I PITCH TO DOOR lo 6 I I I 36'-4n I . 221-611 REVISIONS: h'j I I i NO. DATA TITLE I I I 0 i 1--- - - -- ————————————————————————- I w IL-- --------- r -- ------------ --- - --- ------ S U 4 Q Y 0 24'-O" q'-2" 361_411 w DRAWN BY: —0" W PET Q �.3A S Fi" E N""i•-/F0 LJ lel DAT 10N FLAN DATE I 08.25.15 SCALE: 114°=1'-0" ,� , ® nRC , ° DRAWINGNO.: �� Win•"' `' `� z a: r, 0- f 0 Q ' 0171,9 ®�` OF ♦�, � ° Q i :iii 12'-O" 121-011 q 2 -27:40, 10 16 -4 { 6i_$u 4,-1" 8'-2" S'-2" 10 10 10 10 • 2q'-211 q1_0" qt-2,11 12" qi_0" ~ w t,1211 O � W AREAWAY W/ EGRESS ---------- ---- - --- - --- ---- - WINDOW—PROVIDE STL. I \ / I O r 1 O J LADDER BOLTED TO \ I \ `--- - --- - ---- ---- --- -------- I D WDSTEPS TO GRADE FDN• WALL W/ 3" RAILING \------D----- 7 C �•L� O D - (3)2"XIO" I - ( j �--------- -\ - I �: �� - - - - - ' - - - - - TJI 230 x gyz" C.J. O I 3 2'X10" '1 I '1_ -- B-)2 x12 EADER — — (3)2"x12" HEADER— N (3)2"x12" HEADER „ - I O (3)2 xo �-- - - --- - - ---- - 0D IG o.c. o GLO U rte} Q ------------- -- — 1 TJI 230 x q%" G.J. I i_ �� I F1 AREAL 3 - ® c� 16° o.c. o i 6.. 11 O 4.. 41-011 SHWR, iv i o io = I W m I I — � �9 I (5)2"x10° _ :� o o DEN O I N - N V lV DRAIN TO 1 6„ la'-O" 6u 6 -O" 6�� 5'-O" 6" Ii'-O" 6" I COVERED PORCH �q DRYWELL O BAT - I 5/4"x4" MAHOGANY EKG. V m BEDROOM #2 toe � m I o S O I � I ~ (3)2"X10" I I C3) "XIO" (3)2"XIO" (3)2'X10" I V Q O � V Q I 6 U V .r o N I Q1 O ` N 11'-6n au III 17i_6u I O 0 W to (0 m r fL i I TJI 230 x qrz" C.J. I ( - - - - I I - - 2"xl2" N FLAT OVER - - I I � I w = OI a Z i 9 � MASTER BEDRM. @ I o.c. 5 0 ; i aD PANTRI'8 ry I� i o plll _ I � �- O I J i v I i BREAKFAST -I--- /211 � ' �_ " VIII � >1I1 O � 6" 1:51-8111 4" 4" 6 - __ I 4 4' 3 6 I J I I BEDROOM #3 v . II Q 6 1 1 = �.-°111 S D TJI 230 x qV' C.J. _ x 1 1 _ I 1 O m 0 I - O C� 16" O.C. - N 2'-4" 3'-6" " 11'-6n iv a C L �� `� 0 I I I 6 0 4 v ` — — PRE- AB FLUE OO 1 1 I O GREAT EAT RM, 1i_2" 4 -6" 6n 6'-O" (3)2"XIO" S.O FROM B LOW Z I C.O. Q I l TJI 230 x q%z" C.J. I 1 }�- G.O. _ O I C2 16" O.C. I (V O O MUD RT"I. I N 1 v. L —— — ——— ————— ——— -— — O ^ BENCH � m (3)Ia/4�,XgYz" VL FL. � I 1 B (3)13/4"Xgy2" LVL FL. LL i0 3._O.. 2�_�" m >n 12 r. V Q Q b 3 KITCHEN w O A +-I 3*2 X V DN X� ;9 0 O 11 I 0 (3)la/4"XGYp" LVL F 1 �f Q ^O 1 R m�J I I - - 6 QI �z x71 F.J. I m� \N 2 I BRG. _ (2)2"X10" aQ m x ILUJ x T_ 0 I t l w N 111 (v O Al cO(n I 3 AIJG - �J I '_6" 6" I 11'-6" 0 cv `-9 ,4" ��, 11'_ „ 4u 5i_S" 33 I I NO I I _ SINK D.W. �•a 6" v 6 " I 15R 6n 1 ` ; V I 4" '-6" ,4u 11'-6" I I 6 m m mice- Sl-- II10 --- - - `� 00 � \ DINING o 6 u o III X I o -+- - - - I o - I I N FOYER - BEDROOM #4 x LOS 0 I (3)ta/4 xgi LVL FL. - - - - O = I O _ N. I N to I „ m J TJI 230 x q%2" C.J. OII Q 7 2 �,L 4°I 2' O" .q" I � 1 OI - O \9 (3)2 XIO � I) > 3 I "xq%" LVL FL, � I � I (3)2"X10" � N (3)2"X1 " " " . C ) z I W I J I Oj I O II rte• TJI 230 x q'/z" C. (>( TJI 230 x qYz" C.J. I I I O1 I I I x @ 16" O.G. 0 U1 1 v 16" O.G. I I o l O �` I o 1 to m\r 1 L-J X I _ J - (2)F.J. 1 =I COVERED PORCH I = 8 I - - - - - 1 N I 5/4"x4" MAHOGANY DKG. 0 I N a I - II J ►-- - - - - - I XI I I x ' O 1 0 1 I (2)F.J. I ^ 0 6 I ��_ 1- i I m1 Iml w O I 0 I x l I 0 1 3)2"X12" HEADER " " 11x12" - - I ( (3)2 xl2 HEADER (3)2HEADER N I N L— I — 3Y2"m STL, COL. ON N I (n �T 30"x--0"x12" P.C. FTG. IN A I O i I N/(3)#5 BARS E.W. I - -7 p I ' I I WD. STEPS TO GRADE = = 2—GAR GARAGE I W/ 30 RAILING I Z I I > 4' P.C. SLAB /6X6 10/10 W.W. I I I J = PITCH ff0 DOORS i 21-4 12" q 2 12" q -4 12 " I �_ a �_ u i n 12" q'-2° " 2 4 01 I I ��• (3)13 "xq%z" LVL FL. X (n I I REVISIONS: NO. DATE TITLE 6" i � I � Qj I %9 (3)2"XIO" (3)2"XIO" ( uj V N I 1 1 L-- -----------------------------------------� (Y O O 4 Q a Y 4'-7" 4'-7" 8'-0" 10'-2" 10'-2" S1_O" 0 w DRAWN BY: 14'-W 24'-O" al'-2" 361-411 PET 54'-0" DATE I 08.25.15 RST FLOOR FLAN AREA CALCULATIONS NOTE= REFER TO SECOND FLOOR PLAN ED � 0 DRAWINGNO.: FOR ROOF FRAMING I NG �P` 6�;(, N PLATE HEIGHTI 8'-•1 " SCALE: 1/4"=1'-O" FIRST FLOOR 2, 400 S.F, HEAD NEIGa-IT: �'-8" BONUS R001"I 412 S.F. t f^J GARAGE 657 S.F. C1- Fr ,1 0171 C3?- G� aj QE-,v 0 ui;a r Cii El e4'-O" # III t 14'_6#1 121-011 121_0" 2gi_2n 1(01-411Hii i:i}{l;`+?I �I '3J-wJrz#:Ii:t;:3riir�I t 0 3 � 1 l v W O I oz � O E �- - - - - - - -� - - - - - - - - - - - - - - - - Z O ------ ---- - - - - --- - �- - - - - - I- - - - - — — — — — — — — — — — — — — — — — — — - - - -I IN u I V IE-12112 I � 12/ 2 PITGI-I 2"x10"R. ( 2"x10"IR.R. PITGt I 7- @ IG" OIC. @ IIG" O.C. ` 1 I u I i4+\ O /�\e 12/12 1 12/12 I N U I 2 x6 �.T. I I � I N a I @ IG" 1-3-777 � PITC- > 4. I UNFINI NED ti + 7 ATTIC I2Z 211 10"R.R. I 2"x10" R. O.C. I @ IG" C. lu - ----- -----q-----------------------\ < I Z w IN Q I 174"x14� " LVL RIDGE I I / N Q I I N W (� I "---- - ---------------------------w � wl I � CL � ) > I 1 LLFZ F --� <\ I NIN N m ° � 1 Fo I / I I v N 0 2"x101R.IR. ,,� � /• m L- — — — — — — — — — — — — — — — — I I i r - - _ I�/4"x14" - RIDGE _ -- I O - — I - -I-- — $ << \SIo - - -- w- --- --- --- ---- --- ---- - - _ 31_Oil 1_011 51_0#1 aid 31_6#1 To 1 I I N 1 I N P = i iI I3"''x 1 1/e N N <<F LVL11RI D E O LVL- RI GE UNFINISHED N N \ _ 0 z (Y O I � � _X 7 O N V I ATTIC N ' w CAT I ° FLATS 11 S° LA I CATH. \\ I - _ U - _ _ _ 151,"x14" LVL R I DG _ 6 — N Q CLG. CLG. I G. CLG. 1 d) \9 ~ I LD n x - I I I w FSI I) N N II I CI O - q z z I41_2n 611 21+0e E�1� nLAV61 61 I -T-- - t - --�------- ------ � _ N U / I ( \ U N 411 1 W.IG. I 16 I 211x8" T. I \ I W 6121 ' a U1 BA-r #3 I c� 1(0" o.c. 2!x to R. I 2"x10"R.i�. _ I � @I IG" O.C. 1 C� IG" 0.�. t I Q WVD' IIIWR I I I 6 � � i q/12 q/12 I I q/12 P\ I TCI I i P TG� I O GUEST RM. I ( I = ---- ---------------- I 71c;2oo o O X 1 c� i6 ' o. I I �-- - - - - - - - - - m m N w I �i S° TH CLG. /'� CLG. ; 1 I I � 1 I = 1 I 1 REVISIONS: SECOND FLOOR PLA' NO. DATE TTTLF 51-1011 6n I 111 I WI I 611 151..1011 SCALE: 1/4"-1 '-0" 1 2"x101'R.R. U 1� 2/12 @ IG'( O.G. V IG"I O.G. � 12 I/12w PITGI-I I P17 z I � Q -- ---- ----- -------- --- - - c 0 0 121_011 121-0° lb'-2° 1b1-2° W DRAWN BY: 141-61' 241_011 g1-211 361-411 w PET Q DATE 641-011 ©�c``. .�A o DRAWING NO.: CL � Q t II:tIr 4,IN, ---------------------- --------------------- ---------------------------------------------------------------------------------_ i ! t,1 ' fill f} 11�i:ll: '�1113 F. 11 14 STAINLESS STEEL a iTr. ' EY CAPE,..: ? STAINLESS STEEL CHIMNEY CAP CRICKET WD, FRAME CHIMNEY RIDGE VENT RIDGE VENT W/ SIDING OVER ARCHITECTURAL GRADE FIBERGLASS—'--- ��- 1"x8" TRIM W/ / —ROOF SHINGLES 1 1"x2" OVER - RIDGE VENT - - 12 12 • ---- RIDGE VIENT q- • --------- ------ - --- --- ------ ---_ _ �_ ----- i u x 8" TRIM 1-4/ - 12 _— _ - I"x2" OVER/ — �-�-12 - � 12 HEAD 12 -- f HEAD FLA5H _ VALLEY BLIND STE --BRAD ETS - FLASH'G O W TYPICAL EXT. FINISHES FLASHG ARCHITECTURAL GRADE FIBERGLASS FLASH^G t- FIBERGLASSI"x8"' TRIM W/ ' O w O ROOF SHINGLES _ x2 OVER_--- _ BLIND FLASH'G C _ 1"x8" PAINTED W D. FASCIA - _ / OC -� — - - -- _ - ____- - - - -_- _ - 1 -----BLIND STEP �--� 0 - ---------- BLIND STE f �- - " " FLASH'G- ---- ---------_-=-_ - - 6/�4 x4 TRIM f-� _�-�--_- _ - ---- FLASH'G 5/4"x4" PAINTED WD. CASING _F�ASNG- --� -- -- x LI i HORIZONTAL VINYL SIDING OVER BACKER BOARD-COLONIAL BLUE I"x -- BLIND FLASH'G 8" FASCIA -�_ "x a FASCIA LILI _ _ O � Q 12"x12" LOAD BEARING 3' HIGH cGRADE V O WD. STEPS TO O O FIBERGLASS COLUMN W RAILING / 30 RAILING— 15" LONG RED CEDAR PERFECTION 16"xWl MASONRY PIER SHINGLES W/ 5%2" EXPOSURE L 11 / W/ 4" STONE VENEER 00 W O D. STEPS TO GRADE VENT I��9 W 110 M " 1 I I I I o I �16'x16 P.C. PIER BEYOND I I I � �J I r I Z I I VENIT (TYPI LK I I I I W/ 3 RAILING I I ' ° I I I __j 24"x24"xi2" P.C. FTG. I L-- - - I m E r-1--------------------------------------.1� r--I---I-L--1T------------ -- -------------I-1---L F----------- -L--1�---� ILri --� �--- I----------------------------------r-- d ---I-I----1---L-----------J___1------------1----1-------------L---L__J !--! !__! 1 J �� - BASEI"IENT I I JI I r' T I �--- ' STEP FTG.-/I -- ( r--I r-'� FRONT E1.._EVA-F I ON I STEP FTG. MAX. W124-1 1 -J STEP FTG. I- ------I f----I MAX. IV12H f'--'I �-- T' MAX. IVi2H I I I I -r7-----�-�---- - ------------------T---I r--T---��--J SCALE: L_J----I-----------------------J--J L---1 --_J STAINLESS STEEL DOOR SCHEDULE CHIMNEY CAP V WD. FRAME CHIMNEY MARK SIZE TYPE REMARKSW/ SIDING OVER RIDGE VENT INSULATED, WEATHER-STRIP W/ - — -- — _ ---RIDGE VENT i 2� ---- - --- -- - --- -- h�i 31-011 X 6'-811 EXTERIOR ENTRY 1 n 1 " C1zICKET I -6 X 6 -8 SAFETY GLA55 SIDE LITES _- 2 3'-011 X 6'-81' EXTERIOR ENTRY INSULATED, WEATHERSTRIP FIRE RATED SELF CLOSER 112_ i - \ _-- RIDGE VENT ARCHITECTURAL GRADE FIBERGLASS / 12 / \ ROOF SHINGLES 1 J W INSULATED, TST EAHERRIP 3 2'-611 X 6'-B" EXTERIOR ENTRY -�/ - � \ FIRE RATED SELF CLOSER 12 \-�i2 - =1"x0" TRIM W/ LAS INSULATED, WEATHER-STRIP W/ ::I"x2" OVER, - 4 31-0" X 6'-811 EXTERIOR ENTRY SAFETY GLASS VISION PANELVALLEY LASH— _ � / ILF 'G / �- 1"x8" TRIM W/ 5 x2" OVER 3'-011 X 6'-811 INTERIOR ROOF BEYOND -- _BLIND��E P O ` 6 31-0" X 6'-8" INTERIOR INSULA-FED, WEATHER-STP RI __ __ 4 - / -- -/- `'� -. —BEYOND 1.4 X 6'-81' INTERIOR to t"xa" FASCIAWEAID I / B 2'-4" X 6'-8" INTERIORAA�W.. ------— ----- -- Iyy �1 21-011 X 61-511 INTERIOR I O I 10 (2) 2'-01' X 6'-B11 INTERIOR WD. STEPS TO GRADE OO W/ 30 RAILING 18' LONG RED CEDAR PERFECTION SH_NGI_FSWL5%2L EXPOS 11 2'-10" X 6'-8" INTERIOR POCKET 1 I I 12 2'-4" X 6'-8" INTERIOR POCKET - - REVISIONS: NO. DNII TITLE 13 31-011 X 6'-8j1 INTERIOR BI-FOLD O Z I I I I GRAWLSPACE 611x6" SCR. BLOCK I I VENT (TYPICAL) I I m � r1---------------7-�--17------ � -------------------------------------------------------------- I, I 4- 14 (2) 2'-411 X 61-511 INTERIOR L------------------I---J ------ ---------------------------------------------------------------- I � I54'-O" X 6'-8j1 INTERIOR BI-PASS I RIGHT S 1 D E ELEVATION Q ly 16 t'-611 X 6'-B1' INTERIOR I Q SCALE= -----------------� 0 Lo DRAWN BY: PET w IL DATE I 08.25.15 D A,9In c o DRAWING NO.: ®` �eR rot. 41 0 44 La CSA 017192 �Q� 0 U t OF No � � Q r r: f, � it ill-TH STAINLESS STEEL r d.- GHIMNEY CAP � E STAINLESS STEEL ;;; WD. FRAME C.PIMNEY CHIMNEY CAP j !: W/ SIDING OVER I: RIDGE VENT RIDGE VENT —BEYOND RIDGE VENT —\ RIDGE VENT 001 ARCHITECTURAL GRADE FIBERGLASS - - -_ - - -- __ ---_--- ---- - -- - --------- - ---------- - `ROOF SHINGLES VALLEY — -- ------ ROOF BEYOND FLASH'G 12__ HEAD -� 12 12 _ - 12 - - -- -- �- 121 FLASH'Gr ` BLIND FLASH'G \ -- VALLEY - -------- --- ---- --------- - --- - -- - - - --_- --- --- - -------- -- -- SH'G - - - - - - -- _ A // - _— -1"x&" TRIMN1 -(0:: --1"x2" OVER --- O - 5/4"x4" 'TRI"_ FLA BLIND STEP -------- -- SH'G- BLIND FLASH'G _ - _ - ---- - - - ----------- - "- ---- I"x8" FASCIA__ - - r / 1 ot L:U=. 0 LLL�aa L J L2 J �LL==j� - I2 0 3' HIGH Q RAILING [/ „x12„ LOAD 18" LONG RED CEDAR PERFECTION AREAWAY W/ EGR SS r BEARING i WINDOW-PROVIDE BTL._ FIF'FRGLASS COLUMN SHINGLES W/ 5/� EXPOSURE LADDER BOLTED Yo ivJ —FDN, WALL --, I II I rrr=--_- Z=---_- = W/ 3 RAILINGWD. STEPS TO GRADE 8„X16„ SCR. BLOCK VENT -71 I ---- �-] I II I 11 11 i II I IIN VENT (TYPICAL) I I I I I I BEYOND I I I -- J I I �1j ARE. WA Iji I I _—__— I—L-------------------------ul-------------I-1--I—I-------------IJ--I—T----1 II L ----J I L------I I °� t"I ii iii I L --�- --I I L---------------------------1-------------1---I------------- ---L-----I-�---I II GALV, AREAWAY A REO'D TYPICAL I I 111 II L L I I I I ILS----mss-� ' —W —-I -____ - 1r,i.:1r, I11C [' �47 ..:• ...rear 5-1 '!4Rj RIDGE VENT I RIDGE VENT 1 = 11 :•., 12 13/4"X14" LVL RIDGE TYPICAL ROOT' COPl3T. I5/4"X14" LVL RIDGE 4.5 +/- ALIGN W/ ARCHITECTURAL GRADE FIBERGLASS TYP, ROOF CONST, ROOF SHINGLES 12 12 RIDGEG �✓' �' 2"xl0"R.R.@16"O.G, I BLDG. FELT 12� �12 R (9 (0"0. � /' Y�" EXT. PiSHEATHING2"x10"R.R.C�16"O.G. S-2 a09- VALLEY FLAS"'G TYPICAL SOFFIT CONST. VALLEY STEP- 2y xl0"R.R,0>16„O,G. TYP, ROOF PERFORATED VINYL SOFFIT PANELS FLASH'G ` CONST, TYPICAL EXTWALL CONST. TYP, ROOF . � CONST. ,' ,' 2"X10"G.J,@16"O,G• ♦ �♦ 2"x10"R.R.@16"O,G. • R-30 BATT INSUL. HORIZONTAL VINYL SIDING OVER �� �� (3)R,R, 12 ,'� , .1 - 12 BACKER BOARD-COLONIAL BLUE OG (2)13/4"x117/8" LVL VALLEY `\\ `,\ "TYVEK" HOUSE WRAP ` 12 / �' ROOF BEYOND 12 I/2" EXT, PLYWOOD SHEATHING �\� UNFINISHED \��� \��\ _ „ 4 _ UNFINISHED_ W GUEST RM. 2' X 6 5TUDSA 16 O.C. � ' O R-21 FIBERGLASS BATT INSUL, `¢ OI ATTIC A 1/2" GYPSUM WALLBOARD 4�0 ROOF BEYOND ��\ `�\ ATTIC r T J S01 -2 TYPICAL FOUNDATION CONST. 5-2 PLYWD. 5UBFLR, NON-BRG. I I " + „ KNEE WALL 8" x 8'-0” P,C, FN D, WALL 4 PLYWD. SUBFLR. w > TJI 230 x G/2 F,J. (2)2"x6" _ " (2)2"x6" TJI 230 x q%" F.J. \�� ��� Z / @ 16" O.C. PLATES TYP, m (2) 2 X 6 TREATED SILL PLATE PLATES TYP, J IGn O C 2 �\ TJI 230 x qy2" F,J, S_3 O < _ TJI 230 x tel'/ TERMITE SHIELDO,C? I � 1/2" DIAM, ANCHOR BOLTS W/ i - - - - - l 1 - 2 X 2' WASHERS @ 3 O.G. MAX. - S S�QQ V V „ Q DAMPROOFING TYP. SOFFIT S-3 5-3 S-3 12"x24" CONT, P.C. FTG. R-30 BATT INSUL. R-30 BATT INSUL. R-30 BATT INSUL. F1 I I TYP, SOFFIT _J k(5)Is/4" x II7/B' LVL HEADER I�_8�� CONST, CONST, I 3)Is/4"XgU, LVL FL. LL (3)15/4" x Iii/e" LVL HEADER (3)2"x12" HDR. ! ADJUST AS BARG REQ'D TO = 18ALL RG w ALIGN FASCIAS i' 1 MUD RM, 2—CAR GARAGE __ TYP, EXT, WALL ;� KITCHEN GREAT RM. HALL BATH 1 a 1 CONST. 1 INSTALL FIRE RATED G.W,B, ON 113 L` WALLS t CLC, AS PER CODE METAL FLASH' 2"x8" NAILER 4" PLYWD, SUBFLR, 4" PLYWD. SUBFLR, „ al'-O" X 6'-0" O.H. DOOR � „ " 4 PLYWD, SUB Li 5-5 2x8 D.J,@I6 O.C. TJI 230 X I I /B' F.J. TJI 230 X il�/a' F.J. (3)2"x8"FL, C�16 UO.G. C�16"O.G, 016 O CX II'/B" F.J. /� �) I w J WD, STEPS 4" P.C. BLAB W/6X6 10/10 W.W,M, TO GRADE 1 3 S O (PITCH TO DOORS 1: ' '• 3)19/q"xll�/e" LVL FL. � 7— i II=11j '-`- - _ _ 1,I',. S-4 R-38 BATT INSUL. S-4 +I. R-38 BATT INSUL, -=1 III =11(- 2 P.G, SLAB OVER R-38 BATT INSUL. S-4 �_� �I -11� =III= - IIIIIIIIIIIII� 4' CRAWLSPAGE 3 I /4 xll /a LVL GIRDER v•- i- III =1- P.G, HAUNCH 1=III- '± I�-I O =1�=1J(=llj= VAPOR BARRIER ( ) 3 1 I. Ili.=1 j 0 N III-I ,I-III Z III !11= - 1 11=I1=1I I-I •. 11 "•' � =111-111-III- �� 3%" + COMPACTED COMPACTED R1 - =ILi= 2 (P 5TL. COL. BEYOND III-III-III .. ;I LI=1I I-III-III '• :I II FILL FILL i!il!illi! o BASEMENT I iI r Ili- »,a„ sc-� i oN -ISI ill l 24"x24"xl2" P.C. FTG. \J 1 II-II COMPACTED BEYOND J�= TYP, FDN, WALL , -�i� FILL S EGT ( ON -III= '.. CON TRUCTION II=111 SCALE: 1/4"= 1'-O" III 4" P.C. SLAB OVER •.;.III 7 SCAL�- 1 =4- 10 VAPOR BARRIER ,- u • IT a 5-I RIDGE VENT 1 19/4"X14" LVL RIDGE (�� VALLEY FLASH'G v TYP, ROOF CONST. 02)13/4'xll�/B' LVL VALLEY 12 ' S-1 RIDGE VENT ,�'� � � RIDGE: VENT 1 I 13/4"X14' LVL RIDGE 13/4"XI4" LVL RIDGE 0,�'� ,.2"x8" G.T.@16"O,G, ---. 12 ,. (3)2..x8" �,. --�' 12 12 12 12 q , FLUSH ,. +/O., BLIND FLASH'G q F G +/O q 12 / -- -- \ 12 /i' /��' ROOF BEYOND 'P TYP, ROOF11 -- ,�' UNFINISHED c�,6i 2"x12" ON FLAT CONST, @ � � Q GL 2"x6" C,T.C�I6"O.G, UNFINISHED �, o +, BLIND FLASH'G ,�' ��' O O S-2 c I 2"x10" NAILER ' ,•,'' I ATTIC 12 2 ATTIC @ ? 2"xl0"R.R.@16"O.G. �' i0 4 ¢� UNFINISHED 5-2 'i - `„x 5-2 5-2 5-2 `+\ ATTIC 5-2 TJI 230 x qy2" i BRG. R•�/6„ S_2 2)2„x6" TJI 230 x qy2" F.J. I TYP. ROOF I /�,' G� 16" O.G. N I K,I„I, O,C ' - PLATES TYF„ @ 16" O.G. PLATES' TYP, @I 1630 p Gy2" CONST. --"� "�— m _ -- -- ly _ vI I Y 5-3 S-3 TYP. SOFFIT TYP SOFFIT TYP. SOFFIT R-30 BATT INSUL. I CONST. _ S13 3 13/4"xq%2" LVL FL. R-30 BATT INSUL. SI3 ! CON R T, S-3 R-30 BATT INSUL. 5-3 CONST, ,_O„ (2)2"x12" HDR. (3)2"x12" HDR. (3)2"xl2" HDR. I 10 BOX OUT TO (3)2"x10" HDR. 26-011 , BOX OUT TO a - 12" WIDE BOX BAY WINDi,.:N 1 12' WIDE SUPPLIFOYER I I 12"x12" LOAD BRG, I VERIFY ESI E QWNER = 12"xl2" LOAD BRG. GREAT RM. FIBERGLASS 1 MASTER SEDRM. FIBERGLASS COLUMN �A KI"T"CHEN BREAKFAST " „ /4" PLYWD. 5UBFLR. TYP. EXT, WALL. „ 16 x16 MASONRY ME AL FLASH METAL FLASH'G REVISIONS: PIER W/ 4" STONE 2�� g:' NAILER ' " CONST. /4 PLYWD. SUBFLR, VENEER 2'x6 NAILER "XV, .J.616"O,G. TJI 230 X 117/" 1J. 4' PLYWD. SUBFLR. AREAWAY W/ EGRESS NO, D/�[ j]TjF e ' TJI 230 X IIS/" „ 3 „ " WINDOW-PROVIDE STL, 5/4'x4'MANOGANY DKG. c F,J. C�16"O.G, LADDER BOLTED TO (3)2"x l0"FL, Cml6"O,G. ' C�16"O.C, TJI 230 X 117/,," F.J. (2)I /4 xll /e LVL FL, FDN, .WALL � `t. R-38 BATT INSUL. S-4 R-38 BATT INSUL. CRAWLSPAGE S_4 w II' III •� I 2" P.G. SLAB OVER (3)19/4"xll7/8" LVL GIRDER I -III=iI y i S-4 CRAWLSPAGE 5-4 r; S-4 R-38 BATT IN5UL, -II I=1 I - 5-4 77 -�= VAPOR BARRIER I 1=;Ili C iii-III-= '' L „_ 1=III •:'• „ 2" P.C. SLAB OVER �_ -�1 !1=1j1 I I :`. II -!11�-I V 3Y STL. COL. BEYOND II Z III=Ili-N1='!I =1111 (Y Z 11 -L.'f 2 VAPOR BARRIER � I=1 IF 11=1i1� II IIIA J ' - .III-I=1 ly M-1'1= �I BEYOND - 1 ! (!I l. SAS�I�'I ENT TII'�I �L 24"x24"xl2" P.C. FTG. O 1=11 I--III- Q -= G� t "!-ill V.Ili G �C7 I ON l0 -L' TYP, IDN. WALL C `J II-III CONSTRUCTION (- SCALE: 1/4"=1 '-O" - T1_ w DRAWN BY: =1i r:•. I! 1-1If=11=1'I=III-i; -L� 4 P.C.PSLAB OVER -i SCALE: 1/4" = I '-O': -III ;III=fI-III=-III= II= w PE7 VAPOR HARRIER �=-11111=III=-III=11 .:_Ilf (L TI= ! DATE ;I II, 08.25,15 COMPA �a �o� o� N DRAWING NO.: FILL S ECT I ON Iy� SCALE: 1/4" =1'-0" I g �A 017190, 1i 0F NES 0 D