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HomeMy WebLinkAbout29325-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30245 Date: 06/16/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2010 MILL RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 6 Lot 20.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 8, 2003 pursuant to which Building Permit No. 29325-Z dated APRIL 23, 2003 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 COVERED FRONT PORCH, REAR DECK, SECOND STORY DECKS AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to THOMAS P & JENNIFER L MCGUNNIGLE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0028 06/09/04 ELECTRICAL CERTIFICATE NO. 1189467 05/26/04 PLUMBERS CERTIFICATION DATED 06/10/04 CHARLES SANDERS thori ed Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29325 Z Date APRIL 23 , 2003 Permission is hereby granted to: THOMAS P JR MCGUNNIGLE 30255 ROUTE 48 PECONIC,NY 11958 for CONSTRUCTION OF A SINGLE FAMILY DWELLING WITH PARTIALLY FINISHED SECOND FLOOR AS APPLIED FOR at premises located at _r�Q)Z) MILL RD MATTITUCK County Tax Map No. 473889 Section 106 Block 0006 Lot No. 020 . 001 pursuant to application dated APRIL 8 , 2003 and approved by the Building Inspector to expire on OCTOBER 23 , 2004 . Fee $ 2 , 180 . 70 n A ho i ze .e.- ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation}from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial'building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and`pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to.dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. 61101tiv. New Construction: Old or Pre-existing Building: (check one) Location of Property: C201 .© M(It t f2_ocX& , House No. Street Hamlet Owner or Owners of Property: C G U I P /YAa S . Suffolk County Tax Map No 1000, Section o6 Block 6 Lot Subdivision Filed Map, Lot: Permit No. Date of Permit. W231 Applicant: Health Dept. Approval: ✓ Underwriters Approval: Planning Board Approval: ✓ Request for: Temporary Certificate Final Certificate: _� (check one) Fee Subm^^itt��d: $ x`/10 - 1 Applicantignature o��gUFFO(,�OraG 0 y Town Hall;53095 Main Road Fax(631) 765-1823 P.O.Box 1179 ,fi `� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: //0/0 Building Permit No. oCT�J 3 a Owner: -/. op ncu KkG (7(&\!; 12 (please print) Plumber: (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plkmers Signature) Sworn to before me this day of JiJ�, , 20 FREDERICK J.NAPOLITANO Notary Public,State of New York Reg.No.01 NA6089519 Qualified in Suffolk County Commission Expires March 24, ` Notary Public, SO- Av ,Lv, County J r_ [1rJ�[J�[.f�G1[Pry[.f[1[J��.f�J'irJ�[.fCl[P[1�[J'[Pt1[J�[.fCJ�r�[J'[J�[J�[J�rJ�GfrJ�[.nr lG1@.n[J�[ONME[5 11.f[J�r1o&rJ�[J�[ncf�rJ�[1[.nr�[J�cl[.n[J�[1[J�rJ�tic.tr� Ick i BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S B S 5 UREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 S 5 Upon the application of upon premises owned by 5 5 5 SFULTON ELECTRIC INC. MANZI HOMES 61 WINDSOR PLACE PO BOX 702 S 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 5 S C 5 Located at MILL RD MATTITUCK, NY 11952 5 5 5 SApplication Number: 1189467 Certificate Number: 1189467 5 5 5 Section: 106 Block: 6 Lot: 20.1 Building Permit: 29325 BDC: ns11 S SSDescribed as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Attached Garage, Outside,Attic, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of May,2004. L5Name QTY Rate Ratin¢ Circuit Type 5 Alarm and Emergency Equipment 5 5 Sensor 1 0 Carbon Monoxide S SSensor 4 0 Smoke 5 Appliances and Accessories 5 5 Hydro Massage Tub,Residential 1 0 5 Dish Washer 1 0 1.2 KW 5 5 Fxhaust Fan l 0 F.H.P. S 5 Furnace 1 0 Oil 5 Pump/Motor 1 0 1 H.P. 5 SPanels S 5 1 80 3 5 5 Wiring and Devices SOutlet 86 0 General Purpose 5 5 Receptacle 42 0 General Pumose 5 Switch 48 0 General Pui pose S S Outlet 57 0 Fixture 5 Fixture 57 0 Incandescent seal 5 Paddle Fan 2 0 �5] Continued on Next Page I of 2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Cj 5 S nu��n��nu��n�n�n���n�n�n��n�n�n�����n�nn���n�n���r�.l���n�n�n�.r� El . na � � n������n �n� nn��������n���� nnLn���nn���Lr. f BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 5 FULTON ELECTRIC INC. PO BOX 70 MES 5 61 WINDSOR PLACE 5 CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 S 5 5 5 Located at MILL RD MATTITUCK, NY 11952 5 S5 S Application Number: Certificate Number: 1189467 PP 1189467 5� 5 Section: 106 Block: 6 Lot: 20.1 Building Permit: 29325 BDC: nsl1 5 Residential r wherein the remises electricals stem consisting of S5 Described as a occupancy, p y g ej electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Attached Garage, Outside,Attic, 5 SS visual inspection of the remises electricals stem limited to electrical devices and wiring to the extent detailed A P P Y g 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 26th Day of May,2004. Name OTY Rate Rahn Circuit Type 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 5 Receptacle 8 0 GFC1 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 u 5 5 S 5 5 5 5 5 5 S 5 l sea 5 5 S 2 of 2 S S 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o �U!pLpr o ENERGY CODE CALCULATIONS CHAPTER 5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone 11B For: ��vnh ���c Per:—?",4 � ! "2333 Dated: 3 i8 a3 SUBSYSTEM AREA DESIGN CODE DESIGN CODE UA UA Exterior Walls 23'0 0 ./119' ./11 0.14 2 8 6. Ceiling Roof 6 f 0.030 0.031 Floor Over Unheated Space 6 0. 0.3' 0.05 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 3 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 ,tots To the best of my knowledge, �� r belief, &professional judgement, a r these plans are in compliance withthe code. 032254.1 Q�90FESS10%k Of� "op. �c� . �.� TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT ACR. REMARKS t TYPE OF BLD. �n s PROP. CLAS 4qwc, L LAND IMP. TOTAL DATE skse Z- FRONTAGE ON WATER TILLABLE Soo aogo FRONTAGE ON ROAD 4W WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT l me- tlog TOTAL NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: 23 HEIGHT/FIRE AREA: r'�Al 145+ %1- TYPE OF CONSTRUCTION: _WMA:_-) Q pcW� DESIGN CRITERIA: ENGINEERBQJE Il'T� WFC14 FULL FRAMING DESIGN ELEMENTS: HEADER35�N WALL STUDS:CON GIRDERS:&N CEILING JOISTS: )JIN FLOOR JOISTS: i ROOF RAFTERS: 104 LUMBER SPECIES AND GRADE:oN DESIGN LOAD CALCULATIONS& SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: �' N •••-----moi GRESS 5.7 S.F., IGHT 8%, VENT 4%: Y/N LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE MEANS OF EGRESSOY N PLUMBING RISER DIAGRAM6�N LOCATION OF FIRE PROTECTION EQUIPMENT01 TRUSS DESIGN: )�; CERTIFICATION. ..� ENERGY CALCSW' N TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: 4 /1 s /03 APPLICANT: C-�lunn1;:l DATE SUBMITTED: —4 / /03 SCTM# DISTRICT: 1,000, SECTION: i a4, , BLOCK: LOT:00.% SUBDIVISION: OLA ADDRESS: �I_ ,ply, CITY: M&M IToc ZONING DISTRICT: R-�Q CONFORMING? �{�S BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- , INFO j'�/BP -Z C/0 Z- , INFO BP -Z/C/0 Z- BP/ -Z PRE CO: Y OR N BP -Z/ Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED A10 NOTES: -- LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83) REQ. LOT SIZE:�o,a*a ACT. LOT SIZE: REQ. LOT COV. Zo '2, ACT. LOT COV. REQ. FRONT /oo 1 PROP. FRONT REQ SIDE o1r/to ACT. SIDE REQ. REAR 7 PROP. REAR REQ. HEIGHT PROP. HEIGHT lz-E* 5 -p� p(a-nnln PROJECT DESCRIPTION: )� S,:.b Pp"1&i�E,,v ,s Hop yj`>p , ESTIMATED PROJECT COST: I 3001, ARCHITECT/ R: Lr IcL FAST TRACK /U Q WATER FRONT? A10 DESCRIPTION: --- PANEL #: (y—_FLOOD ZONE: ._, COMPLIANCE: — APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT YE or NO, (BED #): -+-DTE: /_3 PERMIT#:QIp.�_CW g TOWN SEPTIC RECEIPTI:>r N NEW YORK STATE DEC: PRE-DEC 9n/75 YES orMh SOUTHOLD TOWN TRUSTEES: YES or TOWN ZONING BOARD APPROVAL: YES or TOWN PLAN. BOARD APPROVALII! E�)or N $ TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES:' ®/ r I FEE STRUCTURE: FOUNDATION: 2,00& SF FIRST FLOOR: %5.54,sr _SF SECOND FLOOR: .2'06 jr _SF OTHER: SF UNIT OTHER TOTAL TOTAL: � b 11 SF FEE FEE FEE : 90 2 L 7619 SF)- (�'d SF)=_ 6&y SFX$ '3° =$.;20-30 '+$ /5-D +$ = $ )1 &6 2. ( SF)- (_ SF)= SFX$ =$ +$ +$ =$ -70 3. ( SF)- ( SF)= SFX$ =$ +$ +$ = $a/�� FINAL TOTAL: $ Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 04/09/03 Receipt#: 672 Transaction(s): Subtotal 1 Septic Permit- Construct- Resid. $10.00 Check#: 672 Total Paid: $10.00 1 ni V Name: Mcgunnigle Jr., Thomas P &Jennifer 30255 County Rt 48 Peconic, NY 11958 Clerk ID: LINDAC Internal ID:72949 LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT. N.Y. 11944 (616)477-1652 April 21, 2003 Town of Southold Building Department Town Hall Southold, NY 11971 To Whom it May Concern: This letter is to certify the light and ventilation calculations for the Master Bedroom of the McGunnigle Residence, Penny Lumber Project # 2333: Master Bedroom 187.5 sf 18.7% light 9.2%vent Signed , I Lawrence M. Tuthill of- NEWY/ - �,�P�NGE rG, ` r , W �F. e32254-1 ENERGY CODE CALCULATIONS CHAPTER 5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) Zone I 1 B For: r C(4�-vhh 17/' Per: P411e7 '�,.,,°` 2333 /,/,(I ROC Hal h Dated: 3,118/0 3 DESIGN CODE DESIGN CODE SUBSYSTEM AREA "U" "U" UA UA Exterior Walls 0 -/"S 0.14 2 8 6.S/ 3s-e- '( Ceiling Roof 6 f 0.030 0.031 Floor Over Unheated Space 6 0, 0-'5� 0.05 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 3 GJ 5 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems&Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 To the best of my knowledge, belief, &professional judgement, these plans are in compliance osazsa•1 with the code. o A�oFfSS10 r T65-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARK DATE 113 INSPECTOR BUILDING DEPT. INSPECTION [ j FO DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE INSPECTOR a93 � S� suaoiNc oar. INSPECTION [ ] F UNDATION IST [ ] ROUGH PLBG. 3 Rdl_ [ ✓1 FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE INSPECTOR T65-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: —S�P�.✓s 4M DATE t1011 Z d9INSPECTOR -Z v M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ) FINAL [ ,-�f'FIREPLAr-= CHIMNEY REM RKS: � DATE 1 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU LBG. [ ] FOUNDATION 2ND SOLATION [ ] FR,A#t11NG [ ] FINAL [(�j'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4,1 DATE � INSPEC 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:___�_'��2i �,P� /�e DATE-zi /oINSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: c' DATE � INSPECTOR � i FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ¢> y -------------------------------------- FOUNDATION(2ND) C) M z 1 ROUGH FRAMING& H PLUMBING - (�J INSULATION PER N.Y. _ STATE ENERGY CODE + FINAL ADDITIONAL COMMENTS n rn l �J O -c z t � a Cl ro TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION' ;CHECKLIST BUIL ING DEPARTMENT Do you have or need the following,before}applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form Y12 N.Y.S.D.E.C. Examined 3 20 3 Trustees Contact: Approved y Z 3 ,20 3 Mail to: Disapproved a/c Phone: Expiration /b ,20 Building Inspector 8 �0� APPLICATION FOR BUILDING PERMIT Date-4j , 20-a— INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available.for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signa a of app h t or name,i a corporation) 0 u -� K (Mail' address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder --GW-G.P r- A^ A Name of owner of premises �. (As on the tax roll Mor latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposV-A work will be done: Al 1. 11 P/)/JA M64i�urk House Number Street Hamlet County Tax Man N . 100QF _&on . a Block 6(, . � Lot Subdivision � Filed Map No. Lot (Name) > 1 and intended use and occu anc of roposed construction:. 2. Stag existing use and occupancy of prem es p Y P a. Existing use and occupancy %(l rind I n hr. b. Intended use and occupancy NoI&I 3. Nature of work(check which applicable):New Building J Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height�j., _ __: Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories r 1 � D th V Dimensions of entire new construction: Front �� Rear ep Height ;[,L Number of Stories 7 9. Size of lot: Front Reay 1q- • �Depth r Aame 10. Date of Purchase J of Former Owner A C - I 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--N,/- 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO_Z %Wt' ��` 4dr �A� 14. Names of Owner of premises ess Phone Iv'o. Name of Architect Address Phone No Name of Contractor Address Phone No. 1.5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF& n being duly sworn, deposes and says that(s)he is the applicant (Name of individual si ontract)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 before me this day of Qo 9,j 20_Qa_ PoLary� U i cs.� Signature of Applicant 'i SURLY OF LOT I A5 5HONN ON MAR OF 5ET-OFF � � N PREPARED FOR A6NE5 Mc.6UNN16LE � � � APPROVED 13Y THE TONIN OF 50UTHOLD � NA COW, INSURANCEw w 51TUATE: MATTITUOK BANK OF ShErFH OWN 5 TONIN: 50UTHOLD 5UFFOu< COUNTY, NY Test Hole SURVEYED 02 - 13 - 03 G/13/01 SUFFOLK GOUNTY TAX # e 1. 54' 1000 - 106 - 6 - 20.1 i BRowN slLrr OL LOAM 2 Land now or formerly of: James D 5tourines formed Ghudiak y PALE BROWN FINE BuIL p�N� r0 S GOAR5E EI=53 �. SAND 5W E/ 54 1`) ' wires pr�Pose W 1 �c/ GRAVEL eWQy dor ck r4'4 �o /Yj r q' 3 c � i h o � 9 f 7 CO 4°� �� c17 II I 3 , S s S 2 . 0 6? ti S l Test S67or��'2 rr S Hole �•V • I a ` 8.74' E q TEST WELL (E-0 LOGATION W D N�� ` s.r. j o Cz > P F wy, z i�LcjOL-U I ON • I llA TL�. %\01 x N 0 LOT 1 N �niz CV i Z I 'I 6 I ti I� I 1_C)I - EI=50 E1=51 N70039'40"W 400.00 PLEASE NOTE _ i Mill_rn this ince between wel! co ;;, 4 C- eet. c0 vacant � a: . ; t.:� ����,,�. �0 b�' t_�>�: ¢-: LOT 2 i P s BAy VMW AVEC 1 NOTES: st:, .. � a MONUMENT FOUND 1WSW 831VM31SVM 33111t, NO 5 �lV a SDIA4 ? S H11V3H JO lPf, SF A STAKE SET S Z :al WV i Z 03J EOOZ LAND S s AREA = 131,3,3 5F OR 3.02 AGRE5 10jin; JOHN C. EHLERS LAND SURVEYOR '1 ' ". 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 6RAPHIG 5GALE 1"=50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\02-254.pro - v�v�o inn servxcwaoz z-�sa o SURVEY OF LOT I AS SHOHN ON MAP OF SET-OFF � °�°' N PREPARED FOR A(5NE5 MCC5UNNICGL , ��� - APPROVED BY THE TOM OF SOUTHOLD FIDBLITY NATI®NAL TiTLB nv COWAM W YORs v� _- 51TUATE: MATMUCK of s mWW 5 TOWN: SOUTHOLD SUFFOLK COUNTY, SURVEYED 02 - 13 - 03 FOUNDATON LOGATION 06-11-03 SUFFOLK COUNTY TAX # 1000 - 106 - 6 - 20.1 Land now or, Formerly of. James D Stourines Formerly Ghudiok v3 BL pG BUILD/NGS EI=53 (y Fi s4 moi U �o0orN 144 h� AZ �J op ck o2�3 �0r ry / Caid fir'/ j s s �2q 3So ., I .9jjp 81 S67020'20"E w 8.74' Q Con- - - - - -- - " - -- - - - --- - -- ?OQ EI-50 L 0 Z in I rl X N 0 LOT 1 p � N N � 6 O > z a 0 of EI=50 i EI=51 NW39940"W 400.009 EI=50 j Q vocont O LOT 2 ryElk ]BAY VEEW AVENUE If 2-1 r�r kerl w LF n`n-i j[a of the r it NOTES: _ t�, 0 MONUMENT FOUND Cf P L , ap byL N Y k5tt !..' t F'-1' STAKE SET t 1 y p p AREA = 131,3-73 5F OR 3.02 AGRE5 1 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG SCALE I"=50' _ RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\HP SERVER\D\PROS\02-254.pro C'•J RE.t09/NS OF - t� W Dad, o•en/ ,O i9 0 � q-C) s y —. /32 --�, - -- - -G�R.\� 2 , r5 Z�pEC� 5 67 00 20 pE �. j4 N N V . N W � N LOT / o o �y N i 0 N ' o Ql ms`s, A/ 70a 39 40" W 4-00,00 LOT 2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR j — A S LE FAMILY RESIDENCE D�ie JUN U 9 c� N.S. Ref.No.eo C) 3 00 2-& BAVl { ss�osal a,G v:?tee �n:,!y fa�4�iss at this Iocslior►!►we�n „ y ;n �i � ;r,±7 n: -C-^tT:+ttlTl8ni or OC,Cr ageRxics�found ID BEE)RO Map of Lot 1 H t� r.. �=.E., � "Map of Set-Off Prepared for A es McGunnig�e'"" :7f v"v tEwace�t�tanagement Situated at Mattituc Town of Southold, Suffolk County,New York District 1000 Section 106 Block 6 Lot 20.1 ANTHONY ABRUZZO R.L.S. REGISTERED LAND SURVEYOR f 1500 Hortons Lane �-, i• Southold,New York 11971 (631)209-0676 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 # SURVEYED: May 20, 2004 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT ''"+ ' BEARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. , THIS PARCEL IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. ELEVATIONS REFER TO AN ASSUMED DATUM. SEPTIC SYSTEM AND WELL LOCATION BY THE CONTRACTOR Scale: I"= 50' :i"RVLING I f II DECKji:r _i G"G ff — j C l Z(A74 t �fY RBUVF e <• �, OI , X .N i LAUNDRY CL c :G'¢vmo v.G^¢IUVz IIT T'I BEDROOM — n 1 nf1FHt --�' ypWR •qa LL� v.0^wunG xpc+rA 3%16/04 �\ t', PANTRY wleGur F.I. v�Gr wmxrr:.I>'v,�. ® � $I NIS IL XATION FOR FUTURE:WOOD BURNING STO SING 8"TRIPLE WALL,FLUE CONNECTION AS a 1 14 N. P R NY STATE CODE AND MANUFACTURES \ cw a S ECMCATIONS. J GREAT ROOM �= 4, LAT=ALrG'M 9(I'FNu\'v L F-OJF.CFLIHG JGLSI: o L.J 1 11�3 WALK N CLO S'ci RUEPC: ,._ i - ------------- t I •�'-0'CE' NL HEvM I �.1,$� LUGH :9 ' VLFEL.. _ AT , f3E Lll¢:NpGhR I11 iN'FlP.E.eRiFL h xR. F.131NsouTEe9AIHNEL \ w19fBY'r! 'Iry"Or_ KTCHF,N. LN ws-.o•.FJLMF 5II y �� v i' b.0"(f1u Vc :-191NSJwIIGV C 'J a YI]6- • 44„� b C rV, I.1"CVl = 411C Yf FJ.I1=- T — `f_4�a 'n ]Y'%G%'CG �LIttE'GrENIXINY�4T - 'FF'=iA'En GFYWPL IX°Wr�LLG �� O �y.vEG - - - - - - - - - a HEZ0"F I u 5 ryq 1 1-9 OFFICE m ENTRY .r u CEIUNry HEIpn 4 �I < DINING ROOM B�o CEuICEUNGhiEGM k-0'LFWNG iE1=M d'- ” fl wslrr o,., a 12 Q s � MRCH I �wsr eomn �7 RI R J S 9Yr•Lvl GNLEi iR)1 F'%6 y,'LYL 31GEEP T v'W la J � M11� iLi\ z 1X3 163 9'Y ----------- - O �T .� .ti.1D�°C10�4 �z � j "m'I�i9�LGi aiFr.�—A. I P FOTIPE owz.Pr NDpOST' p0 {�L�' y — PCFORMTOP%CN,6YPoSi i lop ervcncemro Faorvr, rj�ygr C�^ly DECK AEOVE e j I 'Oe 2L 3/16/04 V U I - - � . — yQq3pz E•.J s 1.-r ts.p' .. LAB. a Q U I^ TLiI ERTACK �FJUNMIIOv "� WQ (7 _ .- - 1 - - -_ --- - -- - - - - 3Q EMT" PIF FFpMEK7PEFL. l Q IUa .6A11 BOOP TO EAg�41EN1FCFLCCF'AID PM F O Q ` :—NO PGRAi:R�� xI ^I —i'Pll -LO-T. 7 36/04 GARAGE UNEXCAVATED HASEME1fT LOM ION FOR ' TURE WOOD BURNING ST ^n%ccmmn cn9.P i EAN�— USING K"TR�L ALL FLUE CONNECTION \i I. Y.1'-PPc PER NY STATE DE AND MANUFACTURES wunne�'%ca L.iEPEA ��. V ante F6 L�� '.REPLACE FOU9LNlOn -- ziP'Xi m+nonv I Fri.P r.PPFc — � \ ' ocnrvc tt%sL Ips I +/ © —L—}—J lew'LVL ciRrcRL —. — —L .— y—-LIF LOLHMn r \ M n I FO O P V'F . b I {III' FOL -t FILL `^ . _ _ u� I �'91i<':�e K' vL Gtr.cEnr _ _ _ �_ _ _ __ __ _ _ _ _ _ _ _ r•-1 rI L-i LeJ - - - - - - - - -I M �_ �OROrc£D _ rourvwirry r 7� hI 6I L9'PC b � MI �I k I p W R. V � it II 1 �V w F W Al �I I � ND uFF� ±SIX".to^LeLUR� I I)y1 N'.la"L�LwP J. L 'CES q NEW J -� N mI l •:Ja,� q W � i cconrwrY%CAL PORCHABOVE w k - �i?st1 A tav CJ — i O V"gn caeER _ — F90FESSIilS1r�l'/ _ 111 BS('LVL eEELFP; y ry - r Be � J ALL - - - 1 'OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL -SECTION 310 BUILDING CODE N S, - USE Dt4ELLING UNIT- SECTION 310- 319 2 Jul 2 HEI HT, 26•_0" - - FIRE AREA (sf) I OE41FIRST FLOOR AREA 700 SECOND FLOOR AREA 2664 TOTAL 7WJGARAGE AREA ip 454 TOTAL 3 TYPE OF CONSTRUCTION DOD FRAME CONSTRUCT]ON - 4 DESIGN CRITERIA PRESCRPTNE DESIGN 5 FRAMING ELEMENTS SEEP DOR PLANS AND SECTIONS p " 8 DESIGN LOAD CALCULAT10N5 PAGE 9 Z uj 'F 7 YYINQCAN AND DOOR SCHEDULE PAG B O F- S LOAD PATH SEE SECTIONS PAGES 7 AND B ¢ Q - 9 NAILING SCHEDULE PAGE 10 _ 10 EGRESS SEE DOOR AND WINDOW SCHEDULE PAGE 9 11 PLUMBING RISER DIAGRAM PAGE 10 W ILL 12 FIRE PRO7E C'TION SEE FLOCK PLANS I J 13 TRUSS DESIGN DRAWINGS SEE SECTION A PAGE 6 Lu h 14 ENERGY CALCULATIONS ATTACHED z 00 NOT PROCEED WITH UNDER WRITERS CERTIFinm O FRAMING UNTIL SURVEY OF FOUNC npN LOCATION REQUIRED '� HAS SEcN APPROVED. q " COMPLY WITH ALL CODES OF co 9 NEW YORK STATE & TOWN CODES VIED AS N= AS REQUIRED AND CONDITIONS OF . . OATS FEE:- S_ S �� BY. I Fs Iz 2 '� "kSWiFgLOTONhRANNRGAOAib O NOTIFY BULDING DEPARTM AT ry q 745-1812 IAM TO 4 PM FW,THE MMTOWNTUMEA FOLLOWING INSPECTIONE: I. FOUNDATION - TWO FEOIMIfD FOR POURED CONCRETE 2. ROUGH - FRAMING i.PLLMNIMS �IgppD ZONE ,,�� - 3. FINAINSUL- ION CO W a. FINAL CONSTRI1CTION MUST COMPLY WITH CHAPTER46" . ,I BE COMPLETE FOR C.O. FLOOD DAMAGE PREVENTION ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN CODE. .,.,. - REQUIREMENTS OFTHECOOESOFNEW YORK STATE. NOT RESPONBELE FOR DESIGN OR CONSTRUCTION EIIRORS. z CERTIFICATION OF NAILING & CONNECTIONS _ ALL CONSTRUCTION SHALL REQUIRED. WIEETTHE REOUIRF�AIENTSOFTFIE U CODES OF NEW YORK STATE, ', PLUMBING --- -- ALL PLUMBINGWASTE 'T _-- -- — &WATER LINES NEED z z TESTING BEFORE COVERING `1 — — -- Im 'FR CERTIFICATION U 54o CONTENT BEFORE " _, ,,IFICATEOFOCCURANCY OCCUPANCY OR 0 d SOLDER SUPPLY vsiEMCAA Or USE IS UNLAWFUL o _ 10 OF 1%LEAo. WITHOUT CERTIFICATE OL OF OCCUPANCY o co TTI _ If L.i. i _ Im _-- __ -- - — — T -- - — - -- —_ -- — -- - UUg --- — — - - I I --- �- ---- ------ -- = 1 El E �1 ! j' -- - a.� c Ul Z . o dap NEW y0R Q r� � W a P i = W J' ` 0371�A"1 �_ 0 F�PROFESS\ONPy /3/D 3 FRONT ELEVATION --- -- — SCALE Y; N imp ,I �I i � U) oo SII I 1 Q- io 1 > 'w SII¢ UJ o�S N � LCI 'o 12 12 -- 12C _ Q12 - - - 51 2 L � 51 12 - mil , mflll �] � 1 0 cr ---- - --- -------- --- -- -11 -,-I T ---- - - - - ---- - -- -- -T1 _ �- - --- L_ 2 1 -- - -- -- -.- L - - --- ---- ----- - --- --- - - - - - -- - --- LLI Q II I M fO _ OPAOFESSIO'�P�, RIGHT ELEVATION LEFT ELEVATION D� — __— SCALE Ya" = 1'-0" --- - - ---- SCALE Ya" o a 5's � 51 i� i I � i l ujI o ' 1U)I a I!� W IU uj � l < 'i m , fl w J Z. C LIH - go cl WO Li 1 U3 Ll AO--- 03R25<.t .1V I FES 10 _ BACK ELEVATION -- --- -- -- -- -- --- — ------ -- a �? ' = 1'-0" SCALE %d ,z m� zi ISI 23.-8" _ _ _ ' 15'-5.. ._-._ 9 y¢ _ — -� — (3) 1 '/'X "WL GIRDER i ---- 8" F „ P.0FOOTING TYPICAL, POST QI O ANCHORED TO FOOTING Q 1 I F- j J I Z' I ziQl N DECK ABOVE a x It -- -----"I------ �� -- --------- '-------..--- ---- --------- -- — - ----------- h __. 5'-8" 9' 15 8 15'-8" 11'-6" z I 2X8 LEDER TYPICAL FOUNDATION VIII Q ,I'Q - DROPPED -] --�- -- -----r ---____._ l T- NOTE. I h ___ NDA ON _ _____- -__.___ --_. ___ ___ ._ ______ -__ ._._ . IIT/ - "J�1" _ TI_� _ T_- _ ___- - __- --.._ -_ __ __.__ -_ ALL MEASUREMENTS TO BE VERIFIED IN FIELD of � :r 17 RIE T � - - - ___._ `. r �' i I ® - 05 10�� P,C STAIR FROM GARAGE P.0 �i �� 8X16 PIER - 8X16 PIER " �U ��I FLOOR 70 BASEMENT P,C. FLOOR I )I .yll JI / Z NO P.C. FLOOR� 4"P.C.FLOOR - x x 01 z 1 �I �) QIGARAGE UNEXCAVATED c W --- - FULL BASEMENT a _ m m UNHEATED ZIP COLUMN ON 2'-0" X 2'-0"X V-0"P.0 V FOOTING TYPICAL }} I ( — 8X16 PIER a I a - �\ � � J � / � §✓ 8X16 PIER - FIREPLACE FOUNDATION -- � � I � IIF FOOTING TYPICAL !9 XBY"LVL GIRDEF# u , Z' . �[ T _- 8'-8" -10 � T-- 8-68-6 - F ZIP COLUMN ON 2'.0' C rG X 2'4"X 1-0"P.0 Q FOOTING TYPICAL Q LVL GIRDE 1 �" 9 yz., f�� �__- -_" __ -- -�_- ="=-I- � _ __ .._�- ' O — _- _ / T— L O U U III /� I FOUNDATION iv . —4"PC FLOOR / U % I� ° I 1o � I ti��gX LU o o Z� co X � � � VL tURMR. I 2 1�/i'X e Nf' (2) .)i'x 14"LVL GIRDER' I�'i. - --- - - (2) 1 '/i'x 14"LVL GIRDER L GIRDER- -- - --- - - - --- - --- - ---- - ---� Q 1 1 2X8 LEDGER TYPICAL O W 6"SONOTUBE ON 2'-0"X x ' 2'-0"X 1'-0"P.C. n FO TYPICAL PORCH A VE m a- — _. (2)1 Y" L GIRDER --_-- ---- (2) it �"X 9 LVL G DER - J 7 -- -- -- - -- -- -I - - - -- 4-4 w 9-6" z 13' _-_-__-___"- 9' - 13' --.__ -_--- 10'-70" -_-_- -••�a-- 29.-8„ U ._—_— .-...-...—_— _—_ _.__-- 87. _.-__.— _____ —____ _. —_-- _--- --___— __.— —,_.__ 19 J Z 00 O LL rLu r� 0 2 Op � FOUNDATION PLAN 9OFE3310NP� SCALE Y4" _ T_0" 0 r N . z UJI a ' a A � IOL UI I�. I Zof i 3'-2" ..I. 9._6,• _____---.1.. _. __-. _- _ ___ 12'-4" ___-__-- y;r_ g _- , __ .. 5' '---y-'---- -__ ip,-`C' --__ __�-�_--_ 6' - -- •I - - - 15'-6" -- - --- - _ - - _-- _••- - - 10'_2" __ __ . - - _.�.. Q 36"RAILING i I I ; W DECK Z1 F I : O it Z n- al I � DECK ABOVE 'i DECKABOVE I � O 4 _ LL J J —_ _- - - - ��� / D J © � ALL MEASUREMENTS TO BE VERIFIED INFIELD III p m ' Z co a rn Jl'f __-__ _ __ 4 Iy 4 - _ —may �N 6 �--- ON 29',6" ---___ . _-_ _ 1 _ 1 c ILI b -- o W - p LAUNDRY r 1 l B H 3\ - - --I—I ---- --- w l M Doti- _ I o _ f o _._ _ - e . __. . _--__-_ _ LA CEILING - •_ 9'-0"CEILING ^-CURB"--__ _ a I_-.- 9'4 O x I-�--- C�" 21-8' HEIGHT 6 - D -- HEIGHT WI409Y"FJ- i6"O/C� WI "FJ- 16"OIC . - -�-� � < BEDROOM 1 I cl Q j, e PANTRY 4 a Yz 9'-0' CEILING HEIGHT - O W `DBS .._� - �.- in0 K LL .V/J o I ¢ v Y M N D —L `oo o XI w GREAT ROOM �\ l ' —.=—L 36"RAILING v 14 I' - 1 -�--I CATHEDRAL TO 2ND \ % Ip j - '4 '� W FLOOR CEILING JOISTS J LL - / _ �_ \ %/ o ! m +4� -(3)2X6 POST / �(�- (3)2X4 POST fiv N FIREPLACE \ lam m 3 - - 15.2.. _ __ .. _ _._-. 15'_2" _--- -- _C' 01 WALK�IN CLOSET ' —_ - 0 - - "� w D 9'-0"CEI LNG HEIGHT -- - _ ) 1 a� '1 0 _._ 6'-6" ; - — 6',2" --- ... 1 9 BAT 4 " -� WI 40 9 Y,"FJ- 183'O/C X B "LVL FLUSH HEADER W ,(2 FIRE RATED I\ I V X9'-0" E LING HEIGH -- ro L7 I DRYWALL ON CEILIING R-13 INSULATED STAIRWELL --- KITCHEN --R-19 INSULATIONih • `v ! 4" 9'-0"CEILING HEIGHT T �--� T N = I Z 4 g_ 6'-2� "- WI109Yt"FJ'-16"OIC��.. � I WI409Yi'FJ- i6"O/C � ar I I 1 fl hl 2 a --- LINE OF BALCONY ABOVE - fie',FIRE RATED DRYWALL ON WALLS 4 `- �; - a Cl ILIN[�HE GH `�P _ o _ /� ie fl 4,-0.'X 6'-B" O EO _.__ _ - - _ J, N a co A 6'-p„X6'-6",Co - - -�}— - — - - - --- - - _ _. HEADER {j_ S Q _} _ ;' CLv ;e CL O. 4'. 4'. _ J Op 7 OFFICE ENTRY X DINING ROOM p mom" _ eT ro ro I 9'-0”CEILING HEIGHT B'-0"CEILING HEIGHT 9'-0"CEILING HEIGHT 6" X m O kO ti v v n - 6" —� S/D 4" _.. ..— _ 4 - 12 N Lll d 38"RAILING Z i�8CJ- 16"O/C 2X6 CJ- 16" OG PORCH FD Al I .� jTYP, (4)2X6 ZD POST BOXED • _-_ 9'-6" --.. 9,41 .- Z 9,_6" __ -_ ------- 9'_6" __y�--�- --- 9_611 (2)1 33%"X 9 yz'LVL GIRDER o (2) 1 Y4"X 9Y2'LVL GIRDER \ G1+ I �- 6'6" 6•-6" — 4'-V' 4,_61' - 0-6" 6'-6" ___- ..-----__- 91_19, _..___._.__ 14' _--.. __- 14' ..-.__--. ___-.._ T"6" -- ---_ -- -.-__- 45'-6, ___.�_-- �___-..__-___- ".'..,..,.r+•.,.++r'"- /"*- W ._-_-_- 35' -_-__-___-__-. ____ 6•-6.. _- - - _-._ 391 _.__.- __ �•,y( -- 13' 9' 13' -I�_-_ -__ - LU ' J o LLLLI fl � u. U3T154-1 0�� F FIRST FLOOR PLAN °PgBFE9310NPy - ---- -- -- - - -- SCALE 38' = 1'_0" / Jb 3 4n D M N Lo Z f W a ' a _ - < lidt1� I I II _ —.__..._,...,�...._—_- 9'-10" 10.2" _ _ __ _. ! 4 0 jo — 36"RAILING -- i Z 10" _ __—.^._� _. _ _ _.__ 36' RAILING _ 14.4 _ .-____--7, 11 f O W Re � I -- DECK 4 -- - ------- 27"-2" ---- DECK C7 ; � LL ' a U 1NOTE- p �J QA - T ALL MEASUREMENTS TO BE VERIFIED IN FIELD z 0 a I U i "ISM Ti � Io - • U R-21 INSULATION R-21INSULATION U V - 6" Ppo 6" ro W o c� _. 14'-10' - 'Q-_.___ _ _ 6 a �--� 252 3 _ _ . .__-_.___—_—__._. 45' I i O � - GREAT ROOM 0_I UNFINISHED o ✓ UNFINISHED ° �'' (3) xs Posr - - B'-0"OEILING HEIGH n OPEN TO BELOW - e p in ]i o W - iF 8'-0"CEILING HLu E�J,(sMYf - \ I J--• e --- ,� -- (3)2X6 POST ,e'r' ry LL o u © ,.i_ m a J — FIREPLACE I LL alI __ LL r OR 0 O' O m d L4 o U - 36"RAILING --- - --- - B" _ g, „ z z 8" 0 L- lBALCONW s 26-8 TO-CEILING HEIGHT to U SID 6-4" B' -' T - W __ T 6' — - -- 4'-2" -- Q i-- R-13 INSULATION ® - -- -- - — v LINE OF FIRST FLOOR BELOW p O a N y' p O 7 � m UNFINISHED s 6 9 6'-0"CEILINO'HE HT - L, 0 QA i_ _ --� N✓ �® - __--- 12' - -jam - -- -- 12' F �J co ��� �(xo 0 T a n W !j 1T — _ " tot \ © ozo dZo ¢, co IIS6' — 6,4„ 2,-4„ r— 4,q" _� 2.-4" g,-B„ � t— I3'4. B' —13' V-4, — 7' , 7 h —7 7I _ 3,6" 42"6_6" T-6" 3,-V' t z U U! U OZ (Y ' O U- 1 I ��y Z 4' w ' r / TLiy� SECOND FLOOR PLAN __._-_-- '— -_-- -.— .-_-_— .-_- -_ _-_ __—__._ _ _-_—_ ----__'_ _ - -_ __ _ ��p✓ 032259.E V$ SCALE YB' I8 M O z LU I rl a I LL a LOAD PATH SII ,mi 0 W --L0A6-PAT f - 0 j' ff� �� •. —� �,. - -�— VIII 'IQ (nU -- f r - --- --- ----� _ — -' --- - - --- --- - ----- --- - - USP LsrizzI iO - (2)2X12 RIDGE CDXMi 250 lb ASPHALT ROOF SHINGLES 151LT 2X10 RAFTER- 16"O/C T � I 2x12RIDGE t I -- L_- �'' T ; _- 2X10 RAFTER-16"OIC 2X10 CJ-16"O/C \. .. .. . .-__ _ —_—______- --- --------- — —_.-__ 1X6 FASCIA P-0"OVERHANG WITH VENTED SOFFIT ui UNFINISHED SPACE � --- USP Rr20 ----- 2X6- 16"O/C I - -- � `' , ---- --- -- -- -- - -- 2X6- 16"O/C PLATFORM STUD WALL J 2X1DRR-16"OIC \ /// z / - (2)2X12 VALLEY \ ✓// DECK BEYOND Ui U, _ LI ' --- 401-9 Yi FJ- 18' OIC _— -- (3) 13/4"XI 9 Y"LVL GIRDER '�---�.- - --- RIM JOIST \'�- -- USP LST122 . (2 FIRE RATED - -- _ - -- -- - --- 2X8- 16"OIC PLATFORM STUD WALL DRYWALL ON CEII ING - -- - ----- -- Q - - ZIP COLUMN ON X 1' ILEI 2'-0"X -D"P C.FOOTING ' r-- g ' I. ���� - --- -----"— Vie" FIRE RATED DRYWALL ON WALLS I J _.T_—___. -- 2x4- 16"OIC PANTRY I °0 2X6- 16"O/C 00 3e"RAILING I! SII i Z- O DECK BEYOND Im CID 4' P,C.FLOOR- (212X8 GIRDER- 4"Cll �� - USP KST237 (2)2X8 CCA SILL z - I — -�- I- .— -- - ---=-�� --- - --- - --- 8"POURED CONCRETE WALLS WITH WATER 10' 2' r -\ BARRIER AND 1'-4"X 8"FOOTING I r-- - I - -- - -- 4' P.G.FLOOR BEYOND C- ` �l/ co -- _ .-- — �_ - -- - -- _L_ - + GRADE- W --- — - - --- -� -- - - -- -- \— — — --— - — w. SONOTUBE ON 2'-0 X20 X1-0 U ---- -- P.C. FOOTING (� Z O z -1- -- - Q uJ 'a ' /.�9,P� /� ' _ SECTION B sF` aensn:, op9pFESS10NP�� - ------- — — — --- — ------ --- — SCALE 38, = 1'-0" b ) � M A 04 N �. O z LU Q , a U j: m — - — -- - ' ------- USP LST122 (2)2%12 RIDGE 1[Y T --""- ---------------- 260 lb ASPHALT ROOF SHINGLES 151b FELT Yz"COX 2X10 RAFTER- 16"O/C x ' O - _ 2X6- 6"OIC BRACE 1 o � I -- -- ----" —"""-- --'-----'--- —"-- 2X8• 16"O/C VERTICAL HANGER - 2X4 16"O/C Gt Q z � _QI 2X10 RR-16"O/C __-.__ _...__---_ _— _.._ I /Ld n I VJ O __ _ �/y\/Y�'/y�/y\/ / / ((yyyy /y��/Y��/y,/�/y�)��/t�� y/y�/y�;y�/y� I ♦ 2X10 FJ- 16"O/C IX6 FASCIA - V-0"OVERHANG WITH ------- ----------- —.--_. R•30 INSULATION -- - ----- --- ---- VENTED SOFFIT 2X4- 16"OIC SN1X6FASCIAD WALL ----- - \\ USP RT20 V-0"OVERHANG WITH VENTED SOFFIT - __..-_. -___ �"-�� SULATION W ____ -�" -- USP RT20 r -'-------- ---------- -- R-30 INSULATION 2X6- 16"O/C PLATFORM STUD WALL --------�--�------------------. _ i� 2X6- 16"O/C PLATFORM STUD WALL ',UNFINISHED SPACE T WITH R419 INSULATION TI m GREAT ROOM W -� -Il I CATHEDRAL CEILING USPTMU26 ----- --- --- -- _ 36"RAIL1 G I -Z "SUBFLOOR GLUED - - { - NO USP LST122 ---- ------ - - - -ANAILED 2X6 RR- 16"O/C RIM JOIST )N40.9)¢-FJ- 16"O/CS 1X6 FASCIA - 1'-0"OVERHANG WITH VENTED SOFFIT SQUAB BLOCKS �w Il \\ 1X8 FASCIA -- 2X6 CJ- 16'OIC a '� I j Z 2X4-16"OIC S UD WALL 2X8 LEDGER TYPICAL - `— ` j � USP RT20 --- -- R-3b�IN ULATION \�� \ Lu (2)1 PW'X 9)V'LVL GIRDER -- �— (2)2X10 HEADE TYPICAL - (4)2X6 POST BOXED ENTRY PROVIDE LOCKING flN ry ` 11P.0 RAD( NT MEAT LOORI, G - `� 36"RAILING (2)2X6 CCA SILL - --- ----- --_- -- _ _ _ DECKING \ WI-40- 14"FJ-16"OIG, I' -- I -1'-� - DECKING jXFASCIA (2),1 /x"X 9 Y LVL GIRDER 2X8 FJ -SP16"OPA78 - (2) 13/4"X 11'7/e"LVl GIRDER 1-RAJ 2X10 FJ- i6"OlC USP KCC --- IX10 FASCIA Y4O --- GRADE = _ 2X8 LEDGER TYPICAL - USP KST23 ----"" - (3) 1 "X 9 Y"LVL GIRDER (L C?. SX6 POST Lu �___ _, Ul 8"POURED CONCRETE WALLS ---- `.,\� \`-\ RIM JOIST TYPICAL it - M ON 1'4"X W FOOTING C7 m - - USP KST237 j j � � - - 2X8 LEDGER TYPICAL - --i � � - - - --.- --- VBOLTS 6'-0"O/C Ex O ar SILL SEALER I" COPR-TEX TERMITE SHIELD 2' ZIP COLUMN ON 2'4'X --- -�,-__ 8"POURED CONCRETE WALLS WITH - ------- ---- _-____- __ .._ _t 2'-0"X 1••0"P.C. FOOTING , I I ---- PRWITH WATER BARRIER AND 14"X 8"FOOTINGBARBER AND 4X WDOTING4"P.C. FLOOR ' - Y �--�j USP PA66 GRAPE _ 8"SONOTUSE ON 24"X X-C"X 1=0"P.C. FOOTING W � I � z w .. SECTION A AR0FE3310NP� - --------- ------------ --' - - --- -- -- ----- -- - SCALE ve. co, N 'z ' E9 O a ate. L Lu ' I� 0 Ui LLI } Z ISI _Z o I l: � I z. Zil¢ zi I Q Q a -J U Iw III LLI 0'II I' 0' li o Aro j j� ojLU o w ..a z z c� U Z> Z z --- - - - ---- - - -- - - - -- -- - -- - - - --- ---. __ wnioayscMeouLEuj Y 0 1 s a 0 01 � Q ej A 3048 nar lin E 5 10,80120 4 24.7 26.9 50 3'- �' C21/8" X4-8'114' Q1 o e c Al 3046 nanoline E 97 70 08 20 5 24.7 -92 4 - SD 3L 2 UB X4-9 114' © N ' B 3042 narmline 5.43 9,90 10 4 -I 25.9 -28.1 60 '3'-21/B X4 '6 i14' _1 61 3042 nanoline 5 4 9 90 10 5 25.9 -247 50 3'-2 1/8 X4'-5 U4' _ C 2432 narmline 542 10 4 25.9 -28.1 - 5D 2'-8 7/8' X3'-5 114" m O 2 13/°X14"LVL RIDGE. (2y 2X12 RIDGE 0 " 3052 nalmline E 12,80 20 4 24.7 -26,9 60 3'-21!8' X6'-6114' Dl 3052 nanoline E 90 12 60 20 5 24 7 '-32.4 50 3'-2 110" X5'-5 1/4" - E $0310 nanoline 4.94 9.00 10 4 1 25.9 -28 11 50 3'-21/8" X4'-1114' - �I �� ry A - N "A F C75 Casement 550 7 50 10 '4 25 9 -28 L Pd ~ '0D aP�y� �J�1- �h' G C135 casemerrt 3.60 4.80' 10 q 2'-d 518,X5'-8318° O n ti ?L �,, JPy -1-i I 25.8 -28.1 70 2L 0 5!8 X 3'-6 318' o ,y-{.^3' !.q� �.^n" `�L,y� 'H P6045 picture - 2240 5d4 z !,, 23.2 25 4 70 B'-0 3/13' X 4'-5 3!8' W c h- 1 `tip P'F✓• o `tib �Fk 4`1'1 �'Y I A21 awning Boo 2 6010 4 25.9 _2B 1 3d 2'-o sre x 2'-0 5/6' w, i •` CI t2a2 12:12 7212 12:12 - 12:12 _12:72- J A31 awn ng 1.30 4.30 10 4 2 ` - - w -- 6.8 -28.1 30 3'-0 1!2 X 2'-D 418' Qy Q N 101 FWH6008PALR HINGED E 3,58 21,92 S0 4 23,2 25.4 40 8'-0' X8'.8' Z u� _ - (2)2X12 RIDGE ---- - --- - ----- - - - -- - ---. .-- --- --..- - __. -1 1D2 FWOB0B8R GLIDING E '2 0 34.30. 50 4 23.2 25A 46 .B'-0`X6'-8' -1 I _ _.: --_ _ _:_� : ---- ' CALCULATIONS FOR VVINDQWS BASED UPON EXPOSURE I /_ 1'2 A r2X5 RR- 16"O/(� COEFFIC l 1 0 WITH 120 mph BASIC WINE) SPED AS PER E 1MEETS NY.STAlG EGRESS REDU REMENTS2X8 RR- 18"O/C� i2 R 3012 (2}EWYQRI( STATE BUILDIING OOOEFOR HABfiABLE+WALLOPENINGS INCLUDING WINDOWS ANP DOORS SHALL BE PROTECTED YV1TH REMOV FABLE TRUCTURA4 PANELS �V6'ITFIMAXIMUM OF8A SPAN, FA57Et4 R5FORSPANSUPTOBLO SHALLBE2112pRS A9lD FASTENERSY2:5 12:12 72:72 ' 12:12 12:5 - - - -" - - ------ -- -r- ---' -- FOR SPANS UP TO B-0 SHALL BE 211$ #BAT ITUC! TABLE 301212" ,�, "- - - ca Ir . - ___-_JAC± N4RROLINE WINDOWS MUST USE �._ -.__.___. _ , � .._ __ � W ,112 HEIGHT 51LL STOP: (OR STOOL)AND THE A(3DffION OFA 1R X 3/4 OP UPGRADE SILL STOP SILL STOPS TOTAL A 1-11.4' ""- -- - Z _ -- - " HEIGHT AND REQUIRE_ THE INSTALLATION OF A SPEmL SASH LIFTINCLUDE�W1TH OP UPGRADE SILL STOP KIT j - U o - — m ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY MULLES UNITS MUSTM_EE_T6R EXCEED 1 511MES THE DESIGN PRESSURc REQUIRED AND MUST TRANSFER LpAD"a TO 1HE H- PENING 5465`fRATE ALL E_ p, a - - R-. _ - _.-...._. 1 - . _.. REFER TO SECTION R 1809.1.4 FDR AL_TE_ RNAT E 0_ PENING PROTECT1 ON STALE RESIDENTIAL CONSTRUCIION GDDE O (GLAZING MUST MEETASTME188B TEST RE OUIREMENTSAPER NEW YO � _E _ -UCTI CODE �� J - NOTE -. . X" ,�ALL DORMER RAFTERS TO BE 2X70- 16"OIC - O r..'rt y, yLl1 S ROOF PLAN s , - � -,—.LL_...- �-.--, ------ -.� ...-- -- - ----------- SCALE iso = 1t0° 9pEESS10 ' ((( N W' Icy U li Ir Im RAFTER RIDGE--- - -- -- - _ RIDGE ------- - ___. - RAFTER USP RT16 --- -- - - --- U RAFTER _- - ---c, RAFTER -.... _.__ rl TOP PLATE E) TOP PLATE USP LSTA21 -- --- USP LSTA21 - -- - USP LSSH179 - 'p USP RT20 - -- USP SPTH4 - -- --- I "------ WALL STUD __ _ _- �j WALL STUD __ -_.-_ _ Z Q la I U �RAFTER/RIDGE/RAFTERw,THcr �BRAFTER/RIDGE/RAFTERWIOCT �RAFTER/PLATE/STUD D E RAFTER/PLATE PLATE/STUD Z ,y �J �J F WIND PROTECTION CONNECTION FASTENING SCHEDULE a cd A WHEADmRIJAC'K ' GE/RAFTER WITH CT' LSTA 21 1y GEIRAFTER WITHOUT CT LSTA 21 + LSSH779 0 C ATElSTUD fZT20 i D ATE RT16 Q I� E D SPTH4 F JD RT3 G CK STUD ILSTA12 H FLOOR TO FLOOR KL FTA I STUDIPLATE/SILL MSTA36 or PSI6-R J ANCHOR BOLTSST816 J K POSTANCHOR FOR DECKS PAU SERIES I,,, L POSTANCHOR FOR COVERED PORCHES C43E SERIES V Z 2ND.FLOOR WALL STUD— - ,:• IX6 OR 2X4 - 16' 01C COLLAR TIES MIN 1ST. FLOOR WALL STUD-— - T 2ND.FLOOR PLATE ---- _ ♦� KING STUDS - ' , SUBFLOOR -- -- 1ST.FLOOR PLATE RIM BOARD-- - — 'i SUIBFLOOR C USP KLFTA G USP MSTA36 OR RS16•R >- STUD - - - - - Fj Z 1ST. FLOOR TOP PLATES-- RIMA BOARD -- � <,) HEADER --_- - - t_, DOUBLE SILL PLATE — .-,__ POST ._—_._- _) POST —__- __ 1r, rj- USP RT3 -- ---- - --- - - 1ST FLOOR WALL STUD---- ) FOUNDATION WALL ---F) I- ' Z Q USP PAU - `�� � � ' USP CBE ----- - U6PLSTAI2 - - I p P.C.FOOTING =fi P.C. FOOTING - =�= JACK STUDS - -- O O F G HEADER/STUD HEADER/JACKH FLOOR TO FLOOR I STUD/PLATE/SILL �POSTANCHORSFOR DECKS POST ANCHORFOR COVERED PORCHES p 0 DL 9 ROOF --- - ----- ----�-- - -- -- --- --- -- ----- -, M - - -- -- --- C7 m H ROOF VENT W dZo ATTIC - - -- — -- -- ---- - Ofo a Z Q � 10 SECOND FLOOR - ----- - - -- - - --- - --`- --- -- - - '- ---- 'I l_ BATH 1 j f BATH 2 _- I_-_ - CN _- ' _- LAUNDRY -- BATH 2 -- I I I1-112 �,'7 in 1112 °111 1 iR 1 in d 1 b �-- W1 in Ti 1�4 F.A.I. 1 �11n 4 4 p 11/4 11n 4-4 SVKS co INSIN T B W. W. ,D.W. tl �_ W. SHOWERW - SHaER SHOWER FIRST FLOOR 2 3 11/q 1114 12 3 11/a 1 i 1n 1 1n - — - - — C.O� 4 4 3 1114 Z a 4 4 4 Q 4 TO SUFFOLK COUNTY DEPT. pLL 4°cJ. OF HEALTH SERVICES TRAPHOUSf APPROVED SEVER LINE. UU TRAP I � BASEMENT � VF. 03TZSa1 ��` SLOPE" 1/4" PER FOOT PITCH TO DRAIN epADFEss1aNP�. 3 PLUMBING DIAGRAM o ---- - -- -- -- - -- Z I' GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES _ R_ WIND-BORNE DEBRIS_PROT_ECTI.ON _ 1 The information this set of construction documents is relate basic design All walls, 2x4 and 2x6, to be stud grade or better 16"o/c. All other framing materialNAILINGSCHEDULE STRUCTURAL WOOD PANELS FOR al TABLE 31INCLUDING 33 AND J 9 intent and framing de details They are intended as aconstructihon aid, nota substitute t to be#2 Douglas fir or better. , . FOR wnu oPENwc PanrsmioN 0112.MPH n,SECOND wlNo cusT's for generally accepted good building practice and compliance with current New York IUK 88C 46H W IND EDITION(WOOD FRAME CONS IRUCTI01. 1•'d•NIAIL 1MAxIMUM MEAN ROOF HEIGHT 4s'i state building codes The general contractor Is responsible for providing standard 2 All wood framing In contact with concrete or masonry to be pressure treated i- construction details and procedures to ensure a professionally finished, structurally # - sound and weatherproof completed product 3 Provide double floor joists under all walls parallel to floor joist span direction unless otherwise specified. (ROOF FRAMING MULTIPLE SECTION ASSEMBLY 1/4" 2 General Contractorto coordinate all sub contractors, scheduling of work, and (LIFTER TO TOP PLATE TOE NAILED 3'-GWALL Jud PER RAFTER THICK BOLTS @ 2'OC Q � y Interaction between trades 4 Provide x-bracing or solid blocking at a maximum of 8'-0"old for all dimensional to u' +Ari A1.1. 4-4d PER RAFTER lumber floorjoists GELING JGIS 1 TO TOP PLATE TOE NAILED 6'-6' VVALL )'fid PER JOIST' +\ ID'-0' WALL 48x1 PER JOIST 3. The general contractor Is responsible for ensuring that all work and construction CELING JGISTTO PARALLEL RAFTER FACE (NAILED C J _ 0 meets or exceeds current federal, state, and local codes, ordinances and regulators, 5 Floor construction '/,"tongue and groove plywood ng to fl r. Finished material to he SEE TABLE 3 7 EACH LAP CEILING JOISTlAFS OVER PARTITIONS FACE I'd41LED SEE TABLE 3 i EACH UM1P etc These codes are to be considered re pad of the specifications For this budding applied over subFloor Glue and screw plywood decking to Floor Joists z COLLAR TIE TO RAFTER FADE NAILED SEB TABLE 54 PER BE and should be adhered to even if they are In variance with the plan 3 w 7 All window and door headers minimum(is 2x10 unless otherwise specified BLOCb3140 To RAFTER TOE PA ILE E' 2-6d EAC(-TEND RRA BOARD TO RAFTER END NA ILEO 7-16d EACH END 0 w G m 4 Dimensions shall take precedent over scale drawings (do not scale drawings) All interior headers to be(2)2x10O unless otherwise specified WALL FRAMING — 5 The designer has not been engaged for construction supervision and assumes no 8 Provide full solid blocking under all bearing walls TDP PLATE TO TOP PLATE FACE NAILED 2-160 ' PER FOOT responsibility for construction coordinating with these plans, nor responsibility for TDP PLATED ATINFER6EOPONS FACE NAILED 4 '6d JOILM, EACHSIDE construction means methods, techniques, sequences, or procedures, or for safety 9 All beams to have adequate bearing at each end or as specified STUD TG STUD FACE NAILED } 1 Gd 24" OX I' precautions and programs l❑ connection with the work There are no warranties fora HEADER TO HEADER FACE NAILED I6d 16" DfCALONi3 EDGES I III specific use expressed or Implied in the use of these plans 10 All Flush beam and joist intersections to have galvanized hangers TOP OR BOTTOM PLATE TO STUD END PERILED 2-16C PER 2(4 STUD 1 3-i6rl PER 2(6SFUD 6 Refer to floor plans, exterior elevations, and window schedule for types and sizes of 11 Typical exterior walls and roof to be sheathed with W"exterior grade plywood or 4 G PER 7X8 STUD windows All windows to be Andersen high performance quality or approved equal 7/16" OSB plywood, group 1,APA rated Plywood to span over all plates and BOTTOM PLATE TO FLOUR JOIST. headers BAINDJOIST, ENDJOIST, OR BLOCKING FACE NAILED 2161 PER FOOT 7 Door and window headers to align unless otherwise noted FLOOR FRAMING - 1, 12 Provide Insulation baffles at save vents between rafters JOIST TO SILT, TOP PLATE, OR GIRDER 70E NAILED 4Od PER JOIST ) (III 8 General contractor is to ensure that masonry and prefabricated fireplace BRDSINP TO JOIST TOE NAILED <"-ad EACH END _ construction meets or exceeds all manufacturer's specifications and applicable codes. 13. Exterior flashing to be correctly Installed at all connections between roofs, walls, BLOf,RINO TO JOIST TOE NAILED 2fid EACH END chimneys, projections,and penetrations as required by approved construction BLOCKINIrd Tp SILL OR FOP PLATE TOR (WAILED 3 T EACH BLOck 9 General contractor to consult and coordinate with the owner and the plans for all practices LEDGER STRIP TO BEAM FACE HAILED P-I6d EACH JOIST I III built in items such as bookcases, shelving, pantry, closets, etc JOIST CN LEDOER TO BEAM TO I4AILED 3-8d PER JOIST X11 14, General contractor to provide adequate attic ventilation and roof vents, BAND JOIST TO JOIST END FLAILED 3-16d PER JOIST I 10. Provide hardwired smoke detectors,with battery backup, on all Floors and In each BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-loll PER FOOT bedroom,verify with local code requirements as per Section R317, New York State 15 Provide appropriate soffit ventilation at overhangs - - Residential Construction Code Install carbon monoxide detectors as per code ROOF SHEATHING c GENERAL PLUMBING NOTES STRUCTURAL PANELS q'-pERIMETER EIJOE ZONE- 15' CIO-6"AT PANEL GENERAL FOUNDATION NOTES 1 Plumbing subcontractor to be responsible for adhering to all applicable code and EDGES AND AT INTERMEDIATE SUPPORTS IN THE 61 PANEL FIELD safety requirementsaD (NTE RIOR ZONE 16'01C- G' AT PANEL EDO ESRND T r I General contractor to review plans, elevations, and details to determine intended of ATINTERMEDIA.TE SUPPFIRTS Int THE PANELFDLD cc p heights offinished floor(s) above typical grade 2 If wall plates or Joists are cul during the Installation of plumbing fixtures of O equipment provide bracing to tie framing back together FOR RD DF SHEATHING WITHI174-0" (IF THE PE RIM E TBR ELIGE OF THE RO n,• I:I(IJ(DING 10 ON EACH SIDE OF THE ROOF PFAt . TIE 4{0 2 All footings to rest on undisturbed sail PERIMETER EDGE ZONE ATTACHM ENC RE2UIREMEPP'G .^.HALI_BE HEED W T GENERAL HVAC SYSTEM NOTES 111E EDm 'I 3 Provide W"expansion Joint material between all concrete slabs and abutting CEILING SHEATHING --- SHUTTER ASSEMBLYCC 65'PBUM N-ALLBOA RD rA -nOLERS T' EDOEf Ip' FIEtD O X concrete or masonry walls occurring m exterior or unheated Interior areas 1 Mechanical subcontractor is responsible For adhering to all applicable codes and N.T.S. Q safety requirements -- ___ -_ _-_ _— _ 1111- _ 1111__ ___ FOR PANEL SPANS: 0 e WHO"WIDE SPAN be LL WALL SHEATHING 4 Concrete to 4" sand or gravel fill mlmized oly 6xl - 10/ 10 wire mesh reinforcing J TABLE 1609.1.4 Q O Interior slabs to be placed on G and stabilized polyethylene vapor barrier 2 HVAC subcontractor to fully coordinate all system data and requirements with the STRUCTURAL PANELS 3 E ZON 16' OIC-6"RT PANEL EDGEG AND IT ' equipment supplier ATINTERMEDIAfE SUPPORTS INTHE PANELFIEUL 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") O 5 Provide crawl space ventilation per local code requirements ed 1NIE PoOR ZGIgE- 10' CIC- Or A7 PANEL ECx3E5 AND 17' cc W c 3 HVAC ATINTERMEDIATE SUPPORTS 114THE PAINELFBL➢subcontractor to provide foal system layout drawing and submit it to general FIBERBOARD PANELS' 71110 bd 2' EDGE f 6"FIELD USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. Z 2 n 6 General contractor to Install cop-r-lex (or copper) sheet metal termite shields contractor, owner, and equipment supplier for final review and approval MIS? FH 3' EDGE t 6" FIELD LABEL ACCORDING TO LOCATION Q a between all wood surfaces that are exposed to concrete or masonry surfaces GYPSUM WALLBOARD COOLERS 7" EDGE 11or FIELD � m J CONEW CODE fid 4'EDGE ZOPJE 16" COO-6" A T PA NE L ED GE S AND 12' ASSEMBLY 1n L DampprooF exterior of foundation with a bituminous coating as per code and sod _ , --- _ - - - HA BDIS0A RD ATu,11FERMEDIAfE SUPPORTS INTHE PAPIELFIELD ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR conditions. GENERAL WIND PROTECTION CONNECTION NOTES Fd INTERIOR BONE- 16'OTC- BE AT P4NEL EDGES AND I T STAINLESS STEEL WOOD SCREW @ 16"O C OR BETTER Adapted from Standard for Hurricane Resistant Residential Construction, SSTD 10-99 AT INTERMEDIATE SURE URTS IN THE PANEL FIE ID and 1995 SBC High Wind Edition Wood Frame Construction _ _ ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING' GENERAL FLOOR PLAN_ NOTES Fasteners and Connectors for Wood Frame Construction FLOOR SHEATHING ---- -"---fid 6' EDGE 1FIELD — #10 TEE NUTS ATTACHED TO BLDG wl#10x 1 12" (W/WASHERS) MACHINE BOLT @ 12" O.0 STRUCTURAL PANELS' -1" OR LESS 4" 1. Dimensions shall take precedent over scale drawings (do not scale drawings) 1 A continuous load path between footings,foundations walls, Floors, studs and roof WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED framing shall be provided UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. 2 All Interior walls to be covered with W"gypsum board with metal corner reinforcing 1, TABLE 3A TABLE 3.7 Tape, Float, and sand (3 coats), 2.Approved connectors,anchors and other fastening devices not included In the 1995 SBC HIGH EJ IND EDITION W DOD 1985 SBC HIGH VYING EDITION WOOD FRAME SHUTTER_A_SS_EMB_L_Y_ Standard Building Code, Table 2306 1 shall be Installed In accordance wllh FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL N.T.S. 3 Walls common to garage and house to have a layer of 5/8',fire rated gypsum board manufacturer's recommendations. RAFTER SPACING IV Of' RAFTER SPACING 16"01 FOR PANEL SPANS:4'-0"OR WIDER SPAN at garage side with 5'-0" return on adjacent walls and ceding Manufactured lumber 120 rel FASTEST WINDSPBED O, SPAN requires 2 layers of 5/8",fire rated gypsum board. 3 Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or NUMBER SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN subject to salt corrosion in costal areas, shall be stainless steel or hot dipped OOF OOF 3 12 5 6 11 14 V 4 All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized NOTE ADDITIONS. Ch resistant gypsum board, or wall tie set on wonderboard or equal. a 12 t 2 3 5 12 q 5 6 19 2x4 STRONG-BACKS @ 24" OC 4.Where windows and doors interrupt woad structural panel sheathing and siding, i G 4 T 1.1 31 4 5 6 framing anchors or connectors shall be provided at the top and bottom of cripple 20 5 9 1Z 3 3 4 5 ASSEMBLY studs, header studs, and at least one stud at each side of opening 74 b 12 12 3 3 9 4 1). PREASSEMBLE PLYWOOD TO 2x4'S. # 10x3"(w/WASHERS)GALVANIZED OR STAINLESS STEEL MINIMUM UNIFORMLY DIS FRED TED U'JE LOADS (lost) ?� 7 WOOD SCREW @ 12" O C. 1 5 Ridge straps shall he attached to each Pau of opposing rafters except where collar 8 4 EXTERIOR f9ALCONIES RE ties of 1x6 or 2x4 lumber is located In upper third of attics ace and attach to each air 36 - ccccy���WsrrwvT ---- - -- ----- --- --- PP P P , ALTERNATIVE FOR OPENING PROTECTION w,»^ UE CI'•5 40 of rafters 5 12 12 A ' Vg_111.1(Xi T_ STCPAGE __ _ _ _ _ _ _311 6 U lift connectors shall be provided at each rafter bearing 1 b 4 FTh)S P P g `NnaD STRUCTURAL PANELS WITH AMINIMUM iHICKHF-66 niVISA ARD WP\IMIIM FANEL SPAN OF Yn' ATTII,S Ii11 TH LTi IjJfAI_E 40 1C 4 SWILL BE PERMIr1ED 'OR Oa ENIfl10 YPO SCTION IN ON AND 'NO STORY BUILDIN4`-. PCNEG � wM NO(Y411j I'-,HI FIT I I LA,I I MLLE PI 1'IG POQP4 S) +1L1 '7 Floor to floor hold-downs to be provided every 48, and every 16"within 4'of exterior 24 6 S NnLL BE PRECUT TO COVER uLAEED nPFNINAS WITH ATTACHMENT HAREWAPE FR MUDID, YV .. _ �6 COm2r5 ,' 7 AREFER TO SECTION IUU91451N IIQA?CS Ai TABLE 100514) (— 11,. 8 Sill Plate to Foundation Anchorage Sill plate shall be anchored to the foundation -- 36 —I TABLE 1609.1.4 , PEPIN 'f l _ _ _ _ _ '1 Ii,FiT- F I -111 ''- 11 I'I �.IF FIFlF ! FI _ 612 12 3 with anchor bolts having a mm bolt diameter of 5/8"and 3' x 3' x 118"washers A l,rM conrsNE DEBRIS Fr,oTBr naN FAsrsNlua scu6DU LE FOR mmr,u Sinai ninal_ra url, 'C,'I I, I FII-1- LI'I"(ATi , FF'f'f-FEll GCiT ? 1 I6 J minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of L. =I'S Hilts LIN-'v.�_I_ I '.., Hh_ -. I-1 DAI 'L . 26 4 - ------- -- each plate Anchor balls shall have a minimum embedment of 7 Inches in concrete/ 14 5 FASTENER sPAnnO(MCHEs) _ __ — -_._-._...._.-__----11.11 masonry foundauons Anchor bolts shall be located within 12 inches ofcorners and at ,q PANEL6PAN ' 20", PANEL 4O' PMAEL Bo rauEL _ FASTENEk r11C 9'e" WAN . Ie" spacing not exceeding 4 feet on canter 1_ 6 4'u' :PAn , a a' sPAri - i Isi 41IJI I'LJ., I i I_J' aS,Un - - _ 7R-1_' I ' tf2' .g3 W_O_OP a'C9EWE 111E _ 10 _ 16 12 12 , .. _4 1 I`_sl 11 _ _ _ _ _ _ _ -__ _ THESE NOTES ARE GENERAL CONSTRUCITON NOTES THEY ARE NOT _ yB - _J IG i 2Iry is mroor.uR�w- Ie Ie SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS 26 4 — GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR A THIS TABLE is BASED ON A M'YIr4UMFU ND SPEED 4 GOND(,UB LF cc MPH AND MEAN ROOF r' "tIIJP GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS 20 5 nER,HT or aao OR Less _ '4it4fi '1Pi_EU 1'.'i1 m - - - - - - 32 E o FA S MME R G S 4 LL B E IN S TA LLE DAT O P P a S WG Eros Or THE Wnac S w U C TI RA L Pini EL _111 r fC w E RE 5 C R E VFS AR E ATTAC H E D TO MAS ON RY CP MAS O REY i STUCCO.THE'. 4ALL 0 ' E;;PI„Irj'I RE CATFC4�R'r 'O' AITACHEDUTLEIHJVISFAM1N RESISTANTANC HORS HAV146 A MINIMUM N,111-DRAWL CARACtry OF 4I0 LBs O W C7 Q a '(E OF NEW 1,,0 yKP BOE `T 9f' 6 f W t Fm 032]54-i V pAOfBSS40N L�eav4n nrr.__ w it ILL m —. — 14•_8" ,h - „— 23.6 -- ---- I - -- - r ¢� I }�--,(3) 1-Y`i"X9Fy"LVLGIRDER 8 SONOSU E ON X-O"X T-O"X 1'-0" - q P.C.FOOTING 6X6 POST W ANCHORED TO FOOTING Z - d DECK ABOVE YLLI j fV d -(--�-'-- .- 574" - -,. .___ j -_.- - 20'-8,• _-_ - ___-.____- -r' . "'� j 16•_8" ►r_ I I 'N 2X8 LED ER TYPICAL r-DROPPED 0�-y 1 , FOUNDATION v LL " x4 REBAR�- 1-::.--• .T -_tµREBAR ---._ - - --- iW REBAR - ) _ -_-_ -___ #4 REBAR -- J - 1 10 R A 1 - P.C. STAIR FROM GARAGE P C. ALL MEASUREMENTS TO BE VERIFIED IN FIELD .,•a t�1y"! `� 8X18 PIER nti FLOOR TO BASEMENT P.C. FLOOR �•Cfd W f 8X48 PIER � � T NOTES: .+� 'h' 1i d ALL CONCRETE 3000 psi - ( AR AS SHOWN I 4"P CBFLOOR FOR BASEMENT W/VAPOR BARRIER AND WIRE MESH 4"P.C. FLOOR p ALL CONCRETE WATERROOF DC. FLOOR FOR GARAGE W/ IRE MESH GARAGE UNEXCAVATED j a 10.,0"WALL HEIGHT ENT - WIRE MESH-tOGA - 4 n FWLL'BASEM I f 6X5' Xj� UNHEATEDZIP- - �112'O COLUMN V4'PC2 0 �� •I 6X8,WIRE MESH - � _ FOOTING TYPICAL - b I � FF I� =T' #4 REBAR n , FIREPLACE FOUNDATION ---► a, ++I I . ZIP COLUIION'ON I I -ZIP COLUMN ON' -ZIP COLUMN ON 3'-0"X 8'-0"X 1'$' P.C. X3'-0"FOOTING,-0 P.C. FOOTNG I .�. + I P,C. FOOTING 8X18 PIER +� . Lu W 70X22 ST EL GIRDER I.- W 10X34 SYEEL�GIRDER -8X16 PIER --- _ AL"., . REBAR M4 REBAR M4 REBAR- o -- _ "nv -_ _- 14'_ � �- -`" 2P-10" ZIP COLUMN ON - 10" o P.C-FOOTING ,IXB PIER t � 4X8 PIER � i ! � � - T - 4!WAR -I W 7 77 9 EEL GIRDER #4 REBAR -^04'REBAFl J 'I p1 I DROPPED FOUNDATION iv O � O m p ' 4"P.C. FLOOR dOQ � I -'sem—, 6 �g i '� �'✓ 2) 1'%."x 914" (, ( z 4 4;"x s Y" I (J.ty"'' •, VLER �NO P:C.FLOOR --- - -- _ CyC7fiING DETAIL z _ 1 � "6E ON 2'_0•.X � u c SCALE 1 2X8 LEDGER TYPICAL '4 �,:t"m 8"SONOTU e ,.X 2.0'X1-0 P.C. _ m FOOTING TYPICAL a PORCH ABOVE LL - _- g-0•. - ___-_ ��--'X 9Yz�VL GIRD 9-g - - 9'.8•' - '(2I 7Y." ER 2) 1,!'X9Yz"LVL GIRPE - - - - — — —_— — I— — �- co w 13' -- -_ -.._ __._- __ __---___ 29.-8�, W U ----- 0 LL z G W 4 W JUC1 1 32003 1 m��Fp/ W22 Wax' T P9OFESSIOHP FOUNDATION L. --- SCALE 11 = 1i,-0, I