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HomeMy WebLinkAbout31717-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32859 Date: 02/01/08 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 480 GRISSOM LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 1 Lot 10.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 3, 2006 pursuant to which Building Permit No. 31717-Z dated JANUARY 10, 2006 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 ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EDMUND BAUMANN & KELLI POLIWODA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 2087706 06/29/07 05/10/07 MATTITUCK PLUMBING & HEAT Aut orized Signature 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 wi�} kf_0�11AAHI r A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and uhusua nitural OF topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Connnercial 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 $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. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: _ Old or Pre-existing Building: / (check one) /� r pva Location of Property: ��Q //-//t/ j f1 -p N ,p �&I_ ma House No. Street Hamlet Owner or Owners of Property: &t"r vAj 0f Suffolk County Tax Map No 1000, Section '67 7e- Block 0Lot (/(0 1 (% Q Subdivision Filed Map. Permit No. J Date of Permit. Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ �-_73 );Zl CC) 38,5 Underwriters Approval: Lot: Final Certificate: _ (check one) �zj Applicant Signature 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. 31717 Z Date JANUARY 10, 2006 Permission is hereby granted to: EDMUND BAUMANN 480 GRISSOM LANE SOUTHOLD,NY 11971 for : ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 480 GRISSOM LA SOUTHOLD County Tax Map No. 473889 Section 078 Block 0001 Lot No. 010.003 pursuant to application dated JANUARY 3, 2006 and approved by the Building Inspector to expire on JULY 10, 2007. Fee $ 555.00 Authorized Signature ORIGINAL Rev. 5/8/02 -,/ ii�-,—i—iv.3 o VIVI 12nrn�nrn�1ls��l�I��I�I�Irs�ls�rsr��l11 1 s�s�����n�I�n��n�r�n CCo 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 P7 Upon the application of upon premises owned by rS 5 JIM SAGE ELEC. INC. EDWARD BAUMANN 5 5 PO BOX 38 480 GRISSOM LANE 5 5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 rj Located at 480 GRISSOM LANE SOUTHOLD, NY 11971 5 Application Number: 2087706 Certificate Number: 2087706 5 Section: Block: Lot: Building Permit: BDC: ns11 C� trical Described as a Residential 600-1199 square ft. occupancy, wherein the prem set electrical system consisting of e5 electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard rr5j 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S 5 authority having jurisdiction, and found to be in compliance therewith on the 29th Day of June, 2007. 5 Name QTY Rate Rating Circuit Type 55 C� Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide 5 S SSensor 5 1 0 Smoke Appliances Accessories 5 5 and Hydro Massage Tub (Therapeutic) 1 0 [5 5 Exhaust Fan 1 0 F.H.P. (5 5 5 Wiring and Devices 5 5 Outlet 37 0 Fixture Fixture 37 0 Incandescent 5 5 Outlet 47 0 General Purpose S 5 Receptacle 32 0 General Purpose 5 5 Switch 24 0 General Purpose Receptacle 1 0 20a Laundry 5 5 Receptacle 1 0 30a Dryer 5 5 Paddle Fan 5 0 5 5 Receptacle 3 0 GFCI 5 Service seal 5 I Phase 3W Service Rating 300 Amperes Continued on Next Page I of 2 r� 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 o �sp��ss�������sss�s������s��������s-�r��s�E��� a rJd3'C3 r.PrJ'rJ'rJ'r3rL3j �Jr 11 ! 11Jrnrlor 1: 1 1 farJrJ'rlarJ orJ�r 1-11 :PrJ-1 ocfarJcJ orJ�cPrPrJ� Pr�rJrJrJ�E ERE! 21rJ'i:MPOR3R303 03PRIU 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY S 40 FULTON STREET — NEW YORK, NY 10038 �5 S CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 JIM SAGE ELEC. INC. EDWARD BAUMANN 5 5 PO BOX 38 480 GRISSOM LANE 5 5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 5 5 480 GRISSOM LANE SOUTHOLD, NY 11971 5 5 Located at Application Number: 2087706 Certificate Number: 2087706 5 5 BDC: ns11 Section: Block: Lot: Building Permit: 3i�i7 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 First Floor, Second Floor, Outside, CSJ A visual inspection of the electrical system, limited to electrical devices and to the detailed 5 5 premises wiring extent herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 29th Day of June, 2007. Name OTY Rate Ratine Circuit Tyne 5 5 5 Service Disconnect: 2 150 cb 5 Meters: I 5 5 5 5 5 5 5 5 5 5 5 5 seal 5 2 of 2 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. 5 o rn��nL�Cn�.nL3n�srs�nrsr3rsrss��n�n��nnsss�r�rrrn��srn����n�n��rn����rn�nsrrsr��rsrn�nrn���n�113 o Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit --No. Owner: GafklU��i2I/i/�rVBI� / (Please print) / Plumber: d�/ jc mb;,• (Please print) lead. Date: S O O Fax (631)765-9502 Telephone (631)765-1802 I certify that the solder used in the water supply system contains less than 2/10 of 1% Sworn to before me this day of 204pc—_;7 Notary Public, County (Plumbers ignature) 1:9 SSMEtuaOfKttfeoIKNlok16Gf 0C N4oe1uw7n5iYy7o dc fires Ma 15, 2 FM#635/ SURVEYOF FILED FEB. 4, /976 L O / TM;$1000-078-0/-103 IN SUBDIVISION MAP OF SLEEPY HOLLOW SITUATE SOUTHOLD, TOWN OF SOUTHOLD GUARANTEED TO. SUFFOLK COUNTY, N.Y. EDMUND J BAUMANN,JR. SURVEYED FOR: KELLI J. POLIWODA EDMUND J. BAUMANN, ✓R FIRST SUFFOLK MORTGAGE CORP KELL/ ✓. POLIWODA FIDELITY NATIONAL TITLE INS CO TOWN OF SOUTHOLD S 86049 100"E 6a491p0nE ,,t PIPE FOUND M 26'EAST Co N/F W DART O h 0 2 7N 75°09"30"W LOT 36 LOT 35 MA P SLEEPY HOLLOW LA. 1` SURVEYED 24, FEB., /996 R =3LLQ�� SCALE / 40' A=42" AREA = 40, 873 S. F M of O 9384 Acres 41 ti N� 0 29 t 33744 Guarantees indicated here on shall rtm LOT 2 5 only to the person for whom the survey +s prepared, and an his behalf to the i �� W title ccmpeny. Cavarn:entnl Agency, DVEWAY'i lending ii RI if RIlisted hereon, and \.._.+r CURBED uj' z to th css:gnees of the lending irstitwic, rTIMBER CDM Q Guarantees are not transferable to J additional institutions or s:bs_quent owned. \Wood ;^ o !o I I �� RESERVED W 'p 20oU4 ppOL ce 2970RY RAVEL I TURNAROUNDS + IN ,R N,DD0 n u� FRAME ,2" 'z c 1 Oeok E RESIDENC1250 Fence A T V) i .pod to,ei 1 A pVEMENt (/) AME " _ GARAGE a 9,� I CC a^i 32.3' I 909, -, �- �D C7 R N Ooh PIPE 50 V) T PD CHAIN L/NK FENCE , 354. 8/r UUARD RAIL 51,6' RAIL 529 CONC LOT 34 LOT 33 MON FD OF WEST CREEK ESTATES FILE MAP443848 NOTE SANITARY AND WELL LOCATION PROVIDED BY OTHERS Copies of this survey map not bearing !h_ Land Survego , embc5sad seal shah nct b- ccnside:_d to be a valid true cocv. Unauthorized alteration or addition to thb survey, is a violation ar Section 7209 of rhe New York State Education Law. SURVEYED BY STANLEY J ISAKSEN, ✓R PO BOX 294 NEW SUFFOLK, N Y, /1956 (516) 734 -5835 N Yb LIC NO 49173 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631)298-7116 To: Town of Southold Building Dept. Date: January 27, 2008 Re: Bauman 480 Grissom La. Southold, NY Permit #31717 To Whom It May Concern: Z s °k I f After an inspection was performed on the above structure, it is deemed that the valley rafters were installed as per plan, and meets all state and local building codes. Any other questions please call. C. Sincerely r James Deerkoski 317/7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONS [ ] ROUGH PLBG. [ ] INSULATION [FINAL /L ; [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT PENETRATION ,�Lk- 0 �, v r f DATE �� �' 7 INSPECTOR i 317172 - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION XFOUNDATION 1 ST [ ] ROUGH PLBG. KFOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 22 —0 b INSPECTOR � ` -'� 3171-77, TOWN 17177- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ;-? � INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION xFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDINSULATION [ ] FRAMING/ STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION 0,01=1126 IkL C�tiJ4�_ J� 1 DATE laA1 (/ ' INSPECTOR 3t?17-;E-� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND ION 1 ST [ ] ROUGH PLBG. [ IF DATION 2ND [ ] INSULATION [ FRAMING/ STRAPPING[ ] FINAL [ ] FIREPLACE & CHIMNEY <'/ A ARKS:�- ] FIRE SAFETY INSPECTION DATE �� �� ®� INSPECTOR \ 317/7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FII-R,EREESSIISTANT PENETRATION REMARKS: FIELD INSPECTION REPORT DATE COMMENTS W FOUNDATION (1ST) ` V y a b zuova O' FOUNDATION (2ND)t=f ROUGH FRAMING & PLUMBING o o• y _ bk� 17 INSULATION PER N. Y. STATE ENERGY CODE FINAL i i ADDIITI AL COMMENTS \,� ,,p ,, 2 1 �-y,,"�_ Q Ci'� Ll(�(i\ -i- C CR -- \colt O Z ` m v� ro O�O H V O z x y - x ro y TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 9 20op— Approved l i , 20 0(- Disapproved a/c Expiration, 20_07 ti j/Yp.I aj 2r.�oE BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. -�l -71-7 1-7 Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval _ Survey Check Septic Form N.Y.S.D.E.C. Contact: Mail to: �CJMUiti�Lk±GlH1/U/iI Phone: APPLICATION FOR BUILDING PERMIT Date SP6/. 1 20 PS INSTRUCTIONS a. This applicatioriM`>jTS:r--be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. I. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) Pe SQA// X/f, //,7Y (Mailing address of applicant) State whether applicant iowner, ssee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises i'f� vNa UaU A1#-1UN (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 5-e/p - Plumbers License No. _qeAdi Electricians License No. AOAdj o Other Trade's License No of land on which proposed work will House Number Street Z Hamlet County Tax Map No. 1,000 Section Q8_Block Lot of J Subdivision i(Pp/h / 0 /0 LtJ Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occu ancy of prop o ed construction: a. Existing use and occupancy yHt Purdy 2 �� s/GIAN,7 b. Intended use and occupancywrr Nature of work (check which applicable): New Building Addition ----,,k" Alteration Repair Removal Demolition Other Work ,.y� (Description) 4. Estimated Cost �y y�%i evo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling unitsNumber of dwelling units on each floor S0e/lre If garage, number of cars r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front S;7/711 Rear 57 ;7 Depth 36 Height ou / Y/ Number of Stories a Dimensions of same structure with alterations or additions: Front 6-71 7 // Rear Depth qel Height a3 / Y-/— Number of Stories 'off 8. Dimensions of entire new construction: Front 5- ;7/ 7 A Rear Depth Height R1rI Number of Stories a 9. Size of lot: Front�J �.3q / Rear ��� ��i / Depth 10. Date of Purchase Name of Former Owner n �ISi F U �wwt9 11. Zone or use district in which premises are situated /C Pf WaPW 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO/�/- 13. Will lot be re -graded? YES NOX—Will excess fill be removed from premises? YES_ NO_ 14. Names of Owner of premises krvM° &*dAklAddress GrUAw/ Za, Phone No. Name ofArchitect e e ki NN' a Address Ra&"GirW,4o,,f'Phone No x/77— 0024 Name of Contractor - - Address �� Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_,�( * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSo F N 7f',r being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the 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. Swornto before me t i " day of kQytit �Q 20 6<, No Public MELANIE DOROSKI NOTARY PUBLIC, State of New Ybfk No. 01D04634870 Qualified in Suffolk County ^,� Commission Expires September 30,2 b6 Signature of Applicant ENERGY CODE CALCULATIONS Detached One and Two Family (For Non -Electric Heat) For: jj4vMan Sego (4--Ir5oM keaA S��f6•/ NY CHAPTER.5 Design Criteria SECTION 501 5750 Degree Days Zone 11B Per: peb a) ,/., n 6v #2- 6 p ) Dated: t /( o SUBSYSTEM AREA DESIGN CODE. ' U71 DESIGN UA CODE UA Exterior Walls /S 2 2 o. // 0 i 0.14 /72./0 2 /3, O Lf Ceiling Roof 134 O, 0.3 0.031 Z A 069 Floor Over Unheated Space 3 2 0-S� 0.05 2 1 6 0 2 U Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 22/ .73 12,6 NOTES. 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 Electrical & Lighting Systems & Equipment to meet requirements of Section 50 To the best of my knowledge, belief, & professional judgement, these plans are in compliance with -the code. /0a 6 _ 7f ` , J 4� TOWN --OF SOUTHOLD PROPERTY JRFCORD CARD OWNER STREET q r VILLAGE DIST. SUB. LOT FORMER OWNER ,lSje— VrilY79 N E ACI; S W TYPE OF BUILDING ES. / 6 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS - 7 305/f3 j4"c1 �--a-6d dr_L ia3a/ iYe �l A//, v mac.sa Uo� 3 /Ca nX198 - Pio-ConS4hi�ev "'� �� cen�,Qav-aa� u A.,t+�:S0O, /FF7/ co . IG�o f`e< cef-ck�- 7, cn<) (670(n o �OAa x/9W 4,74) 'taDwLG_ Zlo�b �T » �Q) z0 7� zl9G-L 117700e759- Vouhn dajjmaw ar)o 188 c 4 illable FRONTAGE ON WATER (oodland FRONTAGE ON ROAD leadowland DEPTH ouse Plot BULKHEAD :)tal 10 _. <3 k_1 L - F.GLG. LINE F.F. LINE F.GLG. LINE F.F. LINE W "D WEST 91 1 11 FEW Mann EVATION NAILING & CONNOECTOIC SCALE: Y4" = 1'-0" REQUIRED. F.CLG. LINE PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY �OFDEW �9ED IN WATER —--9UPPLy-&y5T-EMCANNOT —. --EXCEED-2aO-CF.1-% LEAD. F.GLG. LINE PLUMBING ALL PLUMBING NJAgTF E TEST,t„oO F.F. LINE GRADE ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, OCCUPANCY OR USE IS,,UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED DATE B . ,Y 3/7/7 FEE: BY: NOTIFY BUILDING DFPAR MENT AT 785-1802 8 AM TO 4 PIA AOR THE FOLLC""'SIG INSPECTIONS: 1. FOLi,DATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING & INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. a z 0 zo z Q w 0 O x D x m Zof U' o co 0 w E3 Q F- O � o z It M c7 (D �}o �Zo z a ro �lJ co w Z w U z Z_ Of 0 J i --I o Z w Q) 0 o PL, _ I I I I I I I I I I U 0 L m A fi N PROPOSED EAST ELEVATION JAN 3 w a SCALE: Y4 = 1 �-O" 11tl mrrERSCERTIFICATE AOQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45 -IOC " F THE TOWN CODE. 1' ummu1Vt 'a COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. PROPOSED NORTH ELEVATION SCALE: Ya" = 1'-0" GRADE F.GLG. LINE 9-7 _ _ O a. 1- W `i wmM Iti � z M ,D EVATION SCALE: Y4' = 1'-0" NEW POURED CONCRETE FOOTING, SLAB ��L `XI5TIN6 POURED GONG. SLAB EXISTING ADDITION T, Hr- EX15TINC7 4" STEEL X COLUMNS (TYP) W U L J ----L -1 L J— O EXI5TING (5) 2"X10" GIRDER O O X � N z z 25'-2" 8"X16" VENT -1 7 0 v - O LL 4" P.G. 5LAB -7 lL IL Q Q z x X ry N X GUT 18"X24" ACCESS OPENING Q EX15TINCG CRAWL 5PAGE W/4" P.G. SLA? 7 EXI5TIN6 2!"X6" FJ ® 16"OG EXISTING 8" BLOCK BEARING MALL EXISTING 2"X6" FJ o I6"OG �EIN P.G. SLAB O m � O o � EXISTING ADDITION a s � _ NEW (2) 2"XIO" ACG GIRDER NEW 8" PG PIER ON 20" BF FOOTING5 (TYP) m -------------- ---------- _ - ---- ----- t t----- q'_-tV 2 mm q,--LV 2" q'-1/2" smi T q' -w2" 1. q'--ZV2" SCALE: Y4" = I' -O" 2 8" P.G. FOUNDATION WALLS ON I' -4"X8" P.G. FOOTINGS F- N X W z F- N W z O Q Q m ♦- Lo o o a 1� Z r v m m m OIC OZo a z LEGEND EXISTING CONSTRUCTION TO REMAIN ----------------- ____________________ EXISTING CONSTRUCTION TO BE REMOVED lzzlz�ZZIIA NEW INTERIOR OR EXTERIOR WALL EW EXISTING WINDOW TO REMAIN VAULTED CEILING LINE E_R EXISTING WINDOW TO BE REMOVED SD SMOKE DETECTOR EXISTING ADDITION 3'-2" I 4'-8" 25'-0" 4'-8" I 4'-8" 1, EXISTING III L-8" STEP UP L HEADER V.I. 2"XIO" OF OJ @) I6"OG (3) 2"X10" DF f BEARING SD FLUSH HDR —J WALL 5'_g.. -71-011 EXISTING KNEE 2"'X10" OF OJ ® I6"00 (3)2"X4" P05T II YQ& HT ROOM p 208 50. FT. TOTAL PROVIDED r 6LA55 = 55.55 50. FT. VENT = 50.66 50. FT. I wet' III (3)2"X4" POST 17 151.611 SD V2" X 10" AOQ LEDGER / LAG BOLT TO EXISTING VVV STRUCTURE PROVIDE )/2" 0 LAG 5OLT5 �Wm Q z FAMILY ROOM O N 55q.44 50. FT. cy TOTAL PROVIDED' O i b.. O p b GLA55 = 53.55 50. FT. N 9 VENT = 50.66 50.FT. —7 _ _ z0 p IL Qol it r :2'-4" -4" Q O d X N 0 (3) 2"X10" OF FLUSH HDRz umill'i /7=- m (3)2"X6" POST � = = � = = 8" STEP UP w �6 EXISTING 10'-0" ' CLOSET V-------- ------ s .... WOOD SHELVING EXISTING III L-8" STEP UP L HEADER V.I. 2"XIO" OF OJ @) I6"OG (3) 2"X10" DF f BEARING SD FLUSH HDR —J WALL 5'_g.. -71-011 EXISTING KNEE 2"'X10" OF OJ ® I6"00 (3)2"X4" P05T II YQ& HT ROOM p 208 50. FT. TOTAL PROVIDED r 6LA55 = 55.55 50. FT. VENT = 50.66 50. FT. I wet' III (3)2"X4" POST 17 151.611 SD V2" X 10" AOQ LEDGER / LAG BOLT TO EXISTING VVV STRUCTURE PROVIDE )/2" 0 LAG 5OLT5 �Wm Q z m Q P05T TO PLATE 111 In `� d' I 5/4"Xb" ACO DECKING --� r PROP05ED FIRST FLOOR/FRAMING PLAN SCALE: Y4" = 1'-0" NOTE: ALL NEW HEADERS FOR WINDOWS, DOORS E FIN. OPENINGS ARE TO BE (2) 1 3/4' X q Y2" LVL UNLESS NOTED ON DRAWING z O Z 0 Z 2 Et co O 13 z � � mOC�p Q rn o Q F r O Z z v LLI w m m C9�co Qz0 w z U w w z w U z Z I� 0 O 0 J LL z Q w Q� 0 ^ O H N X w O i O m Q P05T TO PLATE 111 In `� d' I 5/4"Xb" ACO DECKING --� r PROP05ED FIRST FLOOR/FRAMING PLAN SCALE: Y4" = 1'-0" NOTE: ALL NEW HEADERS FOR WINDOWS, DOORS E FIN. OPENINGS ARE TO BE (2) 1 3/4' X q Y2" LVL UNLESS NOTED ON DRAWING z O Z 0 Z 2 Et co O 13 z � � mOC�p Q rn o Q F r O Z z v LLI w m m C9�co Qz0 w z U w w z w U z Z I� 0 O 0 J LL z Q w Q� 0 ^ O H EGEND EXI5TIN6 CON5TRUGTION TO REMAIN -- --- --- - _ EXI5TIN6 60145TRUGTION TO BE REMOVED NEW INTERIOR OR EXTERIOR WALL Eri EXI5TIN6 WINDOW TO REMAIN — VAULTED CEILING LINE ER EXISTING WINDOW TO BE REMOVED SD SMOKE DETECTOR NEW POURED CONCRETE FOOTING, SLAB �iv....iinv nLLIIIVIV 12'-6" � BEDROOM � I w � m ° 420.5(o S0. T. i TOTAL PROV IDED `) l GLASS = 51. 50. FT. X 0 v VENT = 2c[.5111950. FT. mV Q N I ryJ W y - 12 �C6" DF �J o 16"OG l 4 6 F RELOG TEDI B BEDROOM ! j 175 50. FT. ! i TOTAL PROVIDED GLS HT (3)2"rx6" P05T 8'-O" III TO RIDGE SD 112'-2" GLG HT Cij s EXI5. BOTH to — -- b 5D I �p GLG HT ------ e WOOD SHELVING O !u o CLOSET m (2)2"X6" z 4 I IL i6P05T TO RIDGE Q XQ -------------- Q ! I cV WOOD SHELVING 4 I! r L X 5 (Y�+ sD SITTING ROOM GLG HT -7 ! m J 204 SQ. FT. EXISTING 0 TOTAL PROVIDED LIVING RM x I m — GLA55 2_65 5Q. FT. BEDROOM15.76 5Q. FT. 196 SQ. FT. I j \ TOTAL PROVIDED ! VAULTED GEILING LINE —�� GLASS = 2!.94 5Q. FT. ! - "VENT = 15.50 50. T. I TW26310 CXI4 '(E) T 6310 TN126310 TW26310 TW26310 TW26910 �D .I 4'-4" 4'-0" le 4'-O" le 4'-O" 1 3'-q" 4'-0" 4'-0" 4'-O" 4'-3" ROOF LINE u 5 9 a z O Q �zz N w NOTE: ALL NEW HEADER5 FOR WINDOWS, DOOR5 $ FIN. OPENIN65 ARE TO BE (2) 1 3/a' X 9 y/2° LVL UNLESS NOTED ON DRAWING o a r - z Ir m M of <z oO o z d M EXISTING ADDITION 7 BUILDING LINE ,2"XIO" DF RR 0 I6"OG 2"X10" DF RR g Ib"OG t W Z BUILDING LINE J � J V �J S. X Q O \ \<L p LL x LL Q x X EXISTING RIDGE (I) Ila/4"XII'/a" LVL RIDGE MATCH HEIIGHT TO EXISTING RIDGE O p V p V A Z 4 N IL la W A X X X `0 X N ry N BUILDING LINE 1 .L EXISTING ADDITION F FRAMING FLA4 SCALE: }'4" = 1'-0" O O V A D .L EXISTING ADDITION F FRAMING FLA4 SCALE: }'4" = 1'-0" I" AIR SPACE BETWEEN R.R. AND SHEATHING (TYP.) — CONT. SOFFIT VENT (TYP) NALL CON5T. MATCH EXISTING CEDAR SHINGLE SIDING OVER TYVEK ON 5/5" GDX PLY. ON #2 D.F. 2"X6" STUDS 9 16" O.G. W/ APPROVED HURRICANE STRAPS TO PLATES C (SEE 5PEGIFIGATION5 SHEET) W/R-19 F.F. INSULATION 5ETWEEN/FINI5H INTERIOR W/,/2" GYP W.B. %" ANCHOR 5OLT5 4' O.G. I' FROM CORNERS W/ SILL PLATES/ SILL GASKET AND TERMITE SHIELD W/APPROVED HURRICANE STRAPS TO STUDS (SEE SPECIFICATIONS SHEET) CONT. RIDGE VENT RIDGE BEAM (2) 13/a" X IS" LVL 4 Ir 2"Xb" GJ e I6"oC am FF TO MATCH EXISTING FL. HT. ROOF CONST. ARCHITECTURAL COMPOSITION SHINGLES OVER 15# BLDG PAPER W/ ICE/WETHER SHIELD a PERIMETERS AND VALLEYS ON 5�g" GDX PLY. ON #2 D.F. 2"X5" R.R. 0 IV' O.G. W/ APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIPS (SEE SPECIFICATIONS SHEET) NR -50 F.F. INSULATION BETWEEN I"Xb" FASCIA (TYP) O O O W/2" 80'LED ER G IIWO=il=f=i 1=41m41m4mNd 5" P.G. WALL 4" P.G. SLAB W/b"X&"-IO/10 W.W.M. ON 5"X16" FOOTING O ON 6 ML POLYETHYLENE ON W/(2)#5 REBAR COMPACTED EARTH —� SECTION A -A SCALE: V = 1'-0" I"X6" FASCIA (TYP) CONT. SOFFIT VENT (TYP) FLOOR CONST. 3/4" PLY. 5U5 FI -R. GLUED AND NAILED ON 2"X10" DF F.J. o Ib" O.G. W/ R-50 BETWEEN W/ APPROVED HURRICANE STRAPS TO PLATES (SEE SPECIFICATIONS SHEET) / �. Y F., 032254 1 ,a�� n s ROOF CONST. ARCHITECTURAL COMPOSITION SHINGLES OVER 15# BLDG PAPER W/ ICE/WETHER SHIELD 0 PERIMETERS AND VALLEYS ON 5/5" GDX PLY. ON #2 D.F. 2"X8" R.R. 0 16, O.G. A/ APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIPS (SEE SPECIFICATIONS SHEET) A/R -50 F.F. INSULATION BETWEEN - I"Xb" FASCIA (TYP) CONT. SOFFIT VENT (TYP) WALL GON5T. MATCH EXISTING I6" CEDAR SHINGLE SIDING W/ b" EXPO. OVER TYVEK ON 5/b" GDX PLY. ON #2 D.F. 2"Xb" STUDS 0 Ib" O.G. A/ APPROVED HURRICANE STRAPS TO PLATES (SEE SPECIFICATIONS SHEET) I&R-19 F.F. INSULATION BETAEEN/FINISH INTERIOR A/y2" GYP W.B. 1"X6" FASCIA (TYP) CONT. 50FFIT VENT (TYP) 4"X4" AGQ COLUMNS WARPED W/ I PINE OR OWNERS CHOICE FYPON DECORATIVE COVERS (2) 2"XIO" AGQ GIRDER W/U5P PAU44 CONNECTOR FROM GIRDER TO 8' PG PIER (5EE SPECS. SHEET) GRADE N O m Yi' (2) 2"X10" AGQ HDR PORCH SEE SPECIFICATIONS SHEET FOR ALL CONNECTORS 5/4''X6" TOP DECKING 2" X b" AGQ FJ B Ib"OC z f 4 I CONT. RIDGE VENT RIDGE BEAM (1) 1%, X IIS/B LVL SITTING RM WEIGHT RM 2" X 10" ACG LEDGER LAG BOLT TO EXI5TIN6 STRUCTURE PROVIDE 1/2" LAG BOLTS —� NEW 2"X6" DF FJ 0 I6"00 J_ (3)2"Xb" POST TO RIDGE �\ O - CLOSET (5)2"X4" POST TO RIDGE—\. EXISTING NEW 95"P WALL ON 8"X16" FOOTING W/(2)#5 REBAR 5EGTION B -B (2) 13/4"XI5" LVL RIDGE— � BEDROOM FLOOR CONST. 3/4" PLY. SUB MR. GLUED AND NAILED ON 2"X10" DF F.J. ® I6" O.G. VV APPROVED HURRICANE STRAPS TO PLATES (5EE SPECIFICATIONS SHEET) 211X6" DF GJ ® 16"0G FAMILY RM CLOSET FLOOR CONST. 3/4" PLY. SUB FLR. GLUED AND NAILED ON FIN. FL HT 2"XIO" DF F.J. ® 16" O.G. YV R-50 BETWEEN VV APPROVED HURRICANE STRAPS TO BEYOND PLATES (SEE SPECIFICATIONS SHEET) 2"X10" OF GJ ®I6"OG 'J ®I6"OG w EXISTING ADDITION" ) � ,�pe O:SZJ44 `r sl k, SCALE: V = I' -O" NOTE: ADDITION EXISTING * CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCY * PROVIDE USP JU525 OR EQUAL CONNECTOR TO ALL FJ (SEE SPECS. SHEET) * PROVIDE U5P RT -7 OR EQUAL CONNECTOR TO ALL FJ (SEE SPECS. SHEET) * PROVIDE U5P PAU44 CONNECTOR FROM GIRDER TO VPC PIER (5EE SPECS. SHEET) GENERAL CONSTRUCTION NOTES 1. The information an this set of construction documents is to relate basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York state building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound, and weatherproof completed product. 2. General Contractor to coordinate all sub contractors, scheduling of Work, and Interaction between trades 3. The general contractor is responsible for ensuring that all work and construction meets or exceeds current federal, state, and local codes, ordinances and regulations, etc These codes are to be considered as part of the specifications for this building and should be adhered to even if they are in variance with the plan 4. Dimensions shall take precedent over scale drawings (do not scale drawings). 5. The designer has not been engaged for Construction supervision and assumes no responsibility for Construction coordinating with these plans, nor responsibility for constmction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or Implied in the use of these plans. 6 Refer to floor plans, exterior elevations, and window schedule for types and sizes of windows. All windows to be Andersen high performance quality or approved equal 7 Door and window headers to align unless otherwise noted. 8. General contractor 1s to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturers specifications and applicable cotles. 9 General contractor to consult and coordinate with the owner and the plans for all built in items such as bookcases, shelving, pantry, closets, etc. 10. Provide hardwired smoke detectors, with battery backup, on all floors and 1n each bedroom, verify with local code requirements as per Section R317, New York State Residential Construction Code. Install carbon monoxide detectors as per code GENERAL FOUNDATION NOTES 1. General contractor to review plans, elevations, and details to determine intended heights of finished floor(s) above typical grade. 2 All footings to rest on undisturbed soil. 3. Provide 1/" expansion joint material between all concrete slabs and abutting concrete or masonry walls occurring in exterior or unheated interior areas. 4. Concrete on 4" sand or gravel fill minimum, with 6x6 -10110 wire mesh reinforcing. Intenor slabs to be placed on 6 mil. stabilized polyethylene vapor barrier 5. Provide crawl space ventilation per local code requirements. 6. General contractor to install cop-r-tex (or copper) sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. 7. Dampproof exterior of foundation with a bituminous coating as per code and soil conditions GENERAL FLOOR PLAN NOTES 1. Dimensions shall take precedent over scale drawings (do not scale drawings). 2. All interior walls to be covered with 1/" gypsum board with metal comer reinforcing. Tape, float, and sand (3 coats). 3 Walls common to garage and house to have a layer of 516% fire rated gypsum board at garage side with V-0" return on adjacent walls and ceiling. Manufactured lumber requires 2 layers of 5/8", fire rated gypsum board. 4. All bath and toilet area walls and ceilings adjacent to wet areas to have water resistant gypsum board, or wall tile set on wonderboard or equal. 1. All walls, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing material to be #2 douglas fir or better. 2. Allwood framing in contact with concrete or masonry to be pressure treated. 3. Provide double floorjoists under all walls parallel to floorjoist span direction unless otherwise specified. 4. Provide x -bracing or solid blocking at a maximum of V-0" o/c for all dimensional lumber floor joists. 5. Floor construction: W tongue and groove plywood subfloor. Finished material to be applied over subfloor. Glue and screw plywood decking to floorjoists. 6. All window and door headers to be minimum (2) 200 unless otherwise specified. All interior headers to be (2) 2x10 unless otherwise specified. 7. Provide full solid blocking under all bearing walls. 8. All beams to have adequate bearing at each end or as specified. 9. All flush beam and joist intersections to have galvanized hangers. 10. Typical exterior Walls and roof to be sheathed with Y? exterior grade plywood or 7116" OSB plywood, group 1, APA rated Plywood to span over all plates and headers 11. Provide insulation baffles at save vents between rafters 12. Exterior flashing to be correctly installed at all connections between roofs, walls, chimneys, pmjectlons, and penetrations as required by approved construction practices. 13. General contractor to provide adequate attic ventilation and roof vents. 14 Provide appropriate soffit ventilabon at overhangs. GENERAL PLUMBING NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code and safety requirements 2. If wall plates or joists are cut during the installation of plumbing fixtures or equipment provide bracing to tie framing back together GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor is responsible for adhering to all applicable codes and safety requirements. 2. HVAC subcontractor to fully coordinate all system data and requirements with the equipment supplier. 3. HVAC subcontractor to provide final system layout drawing and submit it to general contractor, owner, and equipment supplier for final review and approval. GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction: SSTD 10.99 and 1995 SBC High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction 1. A continuous load path between footings, foundations walls, floors, studs and roof framing shall be provided. 2. Approved connectors, anchors and other fastening devices not included in the Standard Building Code, Table 23061 shall be installed in accordance with manufacturers recommendations. 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or subject to salt corrosion in costal areas, shall be stainless steel or hot dipped galvanized. 4 Where windows and doors interrupt wood structural panel sheathing and siding, framing anchors or Connectors shall be provided at the top and bottom of cripple studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where collar fles of 1x6 or 2x4lumber is located in upper third of attic space and attach to each pair of rafters. 6. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' of exterior corners. 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor belts shall have a minimum embedment of 7 inches in concrete/ masonry foundations Anchor bolts shall be located within 12 inches of comers and at spacing not exceeding 4 feet on center. THESE NOTES ARE GENERAL CONSTRUCITON NOTES, THEY ARE NOT SPECIFICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED AS GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. NAILING SCHEDULE -I i - - - TABLE 3 1, ING 3.3 AND 39 - - - -- _-- -- IN 1995 SBC HIGHH W WINO EDITION WOOD FRAM Ch NSTR UCTION MANUAL 28 - - -- - -"- - -- - JOINT DESCRIPTION I NAIL QUALITY NAIL SPACING ROOF FRAMING 4:12 4 6 RAFTER TO TOP PLATE _ _ 1TOE NAILED e'-0• WALL 3 -EJ PER RAFTER - 5 10'-0' WALL. 4-6tl_ PER RAFTER _ _ ___ CEILING JOIST TO TOP PLATE TOE NAILED _ e'-0• WALL 3 -Rd � _ PER JOIST - 6 10'-0' WALL 4 -ed PER JOIST -- - __ ,FACE NAILED CEILING JOIST TO PpOVER SEE TABLE 3.7 EACH LAP - - -- CEILING P RTITIO - JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 SACH-LAP---- ACHLAPCOLLAR COLLARTI FACE NAILED TIE TO - _ SEE TABLE 3 4 PER TIE AFTER CKINGBOAR TO RAFTER _ 'TOE NAILED TEND _ 2-6tl _ _ _ _ EACH END_ RIM BOARD TO RAFTER NAILED RIM 2-16d _ _ EACH ENO WALL FRAMING - 5 -28 TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT -- TOP PLATES AT INTERSECTIONS FACE NAILED 4-16d _ JOINTS -EACH e1DE STUD TO' STUD __ _ FACE NAILED 2116tl 24' OIC - TO HEADER (FACE NAILED _ _ _ 16d OIC ALONG EDGES TOPO R TOP OR BOTTOM PLATE TO STUD_ _ ENO NAILED _ _ _ _ __ _ 2-16d PER PER 2%4 STUD -- - - -28 -_---___- 5 __ __ 3-t 60 _ PER 2%6 STUD - __ ____ ____ __ 4-16d PER-2X65TUD _ BOTTOM PLATE TJ FLOOR JOIST, _ _ BANOJO IB T, ENO JOIST, OR BLOCKING FACE NAILED 3-16tl PER FOOT FLOOR FRAMING - _- _- 24 - --_ -4 JOIST TO SILL.TOP PLATE, OR GIRDER TOE NAILED _ _ _ PER JOIST_ - BRIDGING TO JOIST TOE NAILED _ _4-6tl __ __ 2 -fid EACH END - - BLOCKING TO JOIST TOE NAILED_____ _ - - d EACH ENO -- BLOCKING TO SILL OR TOP PLATE_ _ TOE NAILED -_ -1 a 15d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED _ 316tl EACH JOIST JOIST LEDGER TO BEAM TOE NAILED 3-60 PER JOIST BAND JOIST TO JOIST JO END NAILED 3-113d _ PER JOIST BANG JO IBT TO SILL OR TOP PLATE TOE NAILED _ _ _ _ _ 2-16tl PERFOOT _ ROOF SHEATHING r - ._- -_ --. ---i STRUCTURAL PANELS --_ --_-__ __ ... .... __._-__ -' -- - _- - __ ET NE -1E" PA NEL AEDGEZO EDGES ESM SUPPORTS EDGES AND AT INTERMEDIATE SUPPORTS IN THE 8 NEL FIELD _ INTERIOR ZONE -fi' P,INEL EDGES AND 12" •tl AT INTERMEDIATE E SUPPORTS I IN THE PANEL FIELD ELFI FOR ROOF SHEATHING WITHIN THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-6" ON EACH SIDE OF THE ROOF PEAK. THE 4'-6" OF THE HM NT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED CEILING SHEATHING GYPSUM WALLBOARD i 5E COOLERS ]'EDGE 110"FIELD WALL SHEATHING _ STRUCTURAL PANELS 6tl CLOGS ZONE -16' OIC -6' AT PANEL EDGES AND 12' AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ 6tl INTERIOR ZONE6' AT PANEL EDGES AND 12 INTERMEDIATE SUPPORTS AT INTERMEDIATE BUPP ORTS IN THE PANEL FIELD _ _ FIBERBOARD PANELS _ - _ _ 6d 3" EDGE I6• FIELD _ -�I25/32" 12513 _ _ _ _ __ __ _ _ � 8 _ GYPSUM WALLBOARD -i _ ___ __3"EDGE 5d COOLERS � ITO-FI L ]"EDGE LO _ 6tl _I16'FIE _ NTE ZONE - 16' O/C6'N EL AND 12 - i _ - AT AT AT INTERMEDIATE SUPPORTS IN THE PANEL FIE LO T PANEL TABLE -3--- 7L-- J - - ---- -- 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" OIC 1 -I i ROOF PITCH ROOF SPAN SPACING_16" O/C _RAFTER _ 120 mph FASTEST W INDS_PEED - -_ 12 20 28 36 3:12 5 8 11 14 4:12 4 6 8 11 5:12 3 5 7 9 7:12 3 4 5 6 912 3 3 4 5 12:12 3 3 3 4 TABLE 3.41_ _ 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL SPACING_16" O/C _RAFTER _ 120 mph FASTEST W INDS_PEED - -_ ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 412 12 3 16 4 20 5 24 fi --_ - -23 - ---_- 7 - - - 32 - ------ -6 36 5:12 12 3 ----- - ---_16----- -- 4 20 4 ---24---_ - 5 -28 _ --_ - 6 32 - _- 7 36 7 6'12 3 --_12 16 - - ------ 0 - -__ __- _ _ 4 24 5 - - -- - - -28 -_---___- 5 - - - -32 __ - _ - __-__ 6 36 - - -- _._ 7 7'12-121212 2 - - ---16 _ _-- _ _ 3 20- 4 - _- _- 24 - --_ -4 28 - - _.-_- 5 32 6 ---- - - -36 - -6 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP 11 ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANUFACTURER'S SPECIFICATIONS I STATE CODE FLOOD HAZARDS r UL O m O) m N ZZ H W Z W = J 0 <L © • N . •. • ••• •• H . •. r UL O m O) m N ZZ H W Z W = J 0 <L WINDOW AND DOOR SCHEDULE ,CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER (TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. E MEETS NY STATE EGRESS REQUIREMENTS ,FOR HABITABLE SPACE. CUSTOM GRILLES -SEE ELEVATIONS (WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMIOVEABLE 5/8" WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 -# 8 WOOD SCREWS AT 16" O/C, FASTENERS ,FOR SPANS UP TO 8'-0" SHALL BE 2 1/2" -#8 AT 12" O/C. TABLE 301.2.1.2 ALL NARROLINE WINDOWS MUST USE: 11/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE S ILL STOP. (SILL STOPS TOTAL A 1-1/4" HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR ROOF SECOND FLOOR FIRST FLOOR CRAWLSPACE '-k- O ff, , �c��cz�- w ,uT.f' O -U / p,, TO EXISTING SEPTIC SYSTEM PROPOSED PLUMBING RI SER DIAGRAM NOT TO 50ALE z O Z p 2 z W OO w = m Z C�7 O _ o F- 0 Q z O o z a RIDGE } >m RAFTER N W USP RS250 AT 21 0 \ F O Q � O RAFTER/RIDGE/RAFTER WITH CT 3 � w RAFTER KING STUDS A u a RIDGE RAFTER ZO STUD USP RT16 OR RT7 Q } RAFTER TOP PLATE TOP PLATE HEADER Z >O Z USP RS250 AT 21 USP RT20 USP RS250 AT i 6' USP RT3 < � 0 O USP LS OR TMU IES 7 WALL STUD WALL STUD USP R5250 AT 12" m Z JACK STUDS O w 0 O Q Al RAFTER/RIDGE/RAFTER W/O CT �RAFTER/PLATE/STUD �RAFTER/PLATE PLATE/STUD C HEADERISTUD HEADER/JACK M F r O DE Z of W a m M C7 fO 1X6 OR 2X4 -16" O/C COLLAR TIES MIN Q Z O O o Z n Q � M E0 ELI Z W O _O 1 Z I� 0 O O LL (� LL i -H O Z ^^ `` W ALJ N_ u- 0 O m r ro w G] F Z W Q = J POST USP CBE P.C. FOOTING 2ND. FLOOR WALL STUD 2ND. FLOOR WALL STUD 1ST. FLOOR WALL STUD 1ST. FLOOR WALL STUD 2ND. FLOOR PLATE 2ND. FLOOR PLATE L-=1 POST ANCHOR FOR COVERED PORCHES SUBFLOOR SUBFLOOR 1ST. FLOOR PLATE 1ST. FLOOR PLATE RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR USP KLFTA USP RS250 AT 36" USP R5250 AT 36' USP RS250 AT ifi" IST FLOOR TOP PLATES IST FLOOR TOP PLATES RIM BOARD RIM BOARD DOUBLE SILL PLATE DOUBLE SILL PLATE POST USP MP6F 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL FOUNDATION WALL USP PAU P.C. FOOTING D FLOOR TO FLOOR D FLOOR TO FLOOR E STUDIPLATE/SILL STUD/PLATE PLATE/SILL _POST ANCHORS FOR DECKS CONNECTION USP PRODUCT NUMBER A RAFTER/RIDGE/RAFTER WITH CT' R5250 27" RAFTER/RIOGEIRAFTER WITHOUT CT R525021"+LSSHt79 B RAFTER/PLATE/STUD ftT20 RAFTER/PLATE RTi6 or (2)RT7 PLATE/STU❑ R5250 iB" C HEADER/STUD RT3 HEADER/JACK STUD R5250 12" ❑ FLOOR TO FLOOR KLFTA or R5250 3Fi" E SNO/PLATE/SILL RS250 36" SND/PLATE RS250 1fi" PLATE/SILL MP6F F ANCHOR BOLTS STBi6 G POST ANCHOR FOR DECKS PAU SERIES POSTANCHOR FOR COVERED PORCHES CBE SERIES WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'5 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4' MAX. 4' DIA MAXIMUM 1-11TSPACE MINIMUM HANDRAILS BALUSTERS OPEN EIAWSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OFTHESTAIRS HANDGRIPPORTIONOFALLHANORAILS SHALL NOT BE LESS THAN 1-114' NOR MORE THAN 2- IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE STAIR TREAD RIM BOARD STRINGER STRINGER TO DECK/PORCH CONNECTION A'PPP}GIFYI GIRDERHEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX 114' HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE 4- Ob 4' MAX. DECK/PORCH RAILING RIMIDECK GIROEIRMEADER 2 f POSTIOOLUMN POST -TO -DECK CONNECTION USE MIN (2)112' DIA. GALV. BOLTS WITH WASHERS AND NUTS POST-TO-GIRDER/HEADER CONNECTION LOCATION USPNUMBER DESCRIPTION APPLICATION 4x4 SOLID COLUMN P05441 PBSE441 KC POST CAPANCHOR APPLY TO EACH COLUMN 6x6501-IDCO1-UMN PBSBB/P135E6B/KC66 POST CAPANCHOR JAPPLY TO EACH COLUMN HOLICW COLUMN SIMPSON STRRI2 HC ANCHOR APPLY TO EACH COI MN JOIST GIRDERIHEADER LOCATION USPNUMBERI DESCRIPTION APPLICATION JOIST TOGIRDERdIEAUER Wild TYDOWNANCHOR CONNECT TOEACHJOI3I DECK & PORCH NOTES: 1). Unless mhersumacted, ell naming mental to he 91 ACO prassuretandee lumher. Nl/essenece, hangers antl anchors b be gaNnpad arvNinlaev ureal. 2) Gldmlardeck Iois6tobeboltedoroncho beachpastorplerwithwaahemandnuts. Elders on concrete pass shell be anchored wsth proper steel anmdors anchored! Into concrete with a minimum 11T did x T long anchor bolt with washers oral nuts. 3). Pasts suppling Distant shall be anchored to a 17xlrxl2' thick concrete footing Use a minimum 11T dia x T' long anOorbolt mt washers end nod Faofings Shall be 411. below grade. 4). Dark blots he have blocking at 90..d 5). A minimum of I O Inch gashing shell be Installed hetweeshe building and ledger. Ledger to be Msbnetl to holding with 1/2' die, bo0c with washers addnuts at 16- et 16" a.c. 6) Concrete place shall he a minimum 6- above grace T). All olsh to be supported with hangers and anthers Each Jalat shalt ado be anchored Id queer(.). POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2)112' DIA. GALV. BOLTS WITH WASHERS AND NUTS GIRDER/HEADER TO POST/COLUMN CONNECTION FLASHINGTUCKEDUNDER TOP PIECE OF SIDING AND IAPPED OVER FIRST CONTIN PIECE OF SIDING BELOW IIT DIA LAG BOLTS WI WASHERS CONNECTED TO BLDG. ®16' OC tlG9laticvJdJG[e 2x JOISTS BLOCKING FOR LAG BOLTS RIM JOIST / BD. DECKIPORCH LEDGER CONNECTION WOOD JOIST BLOCKING WOODGIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE: BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WITH RTIOTYDOWN ANCHORS CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC APPLICgTON FROST PAU440R WEN POST IBEAM ANCHOR WINTER ICESHIELO PAU66 OR WE66 SNOW SPEED I GESIGN FATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAG (MPH) CATEGORY NAIL DEPTH 2-WCOMMON EACH TEMP. REQUIRED HAZARDS END NAIL BLOCKING TO EACH MODERATE SLIGHT TO 3 ifid COMMON BLOCK NAIL 45 LBS. 120 B SEVERE 3 F TOHEAVY MODERATE 11 JOIST ON LEDGER DECK POST FTG. CONNECTION LOCATION US NUMBER DESCRIPTION APPLICgTON 4X4 P03T PAU440R WEN POST IBEAM ANCHOR APPLY MEATH FOOTING 6X6 P051 PAU66 OR WE66 POST I BEAM ANCHOR APPLY TO EACH FOOTING CONCRE HEADER/GIRDER-TO-POST CONNECTION LOCATION I USP NUMBER I DESCRIPTION I APPLICATION NOTES 1(2) DENNIS PAU440R WEM POST I BEAM ANCHOR APPLY TO EACH PIER (3)BEAMS PAU660R WE88 POSTIBEAM ANCHOR AP PLY TO EACH PIER UNDISTURBED SOIL kY PLASTIC BASE DIRECTLY ON NDISTURBED SOIL (ORGANICS REMOVED) D EL BASE T CONSTRUCTION TUBE AND PLUMB TACE TUBE LL AS PER MANUFACTURES' INSTRUCTIONS DISTURBED / POOR SOIL LAY 4E' LAYER OF CRUSHED STONE OR GRAVEL LEVEL AND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE AND PLUMB BRACETUBE FILL AS PER MANUFACTURES' INSTRUCTIONS CONC. PIER FOOTING 51GFOOT BYBTEMS FOOTING FORM IN ACCORDANCE WITH SECTION 104.11 OF N Y.S RESIDENTIAL CODE THIS DESIGN COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N Y S BASED UPON ICBO EVALUATION SERVICE REPORT ER -5195 AND SUBJECT TO THE CONDITIONS THEREIN. NAILING SCHEDULE JOINT DESCRIPTION QIL NAIL NOTES W. SPACING JOISTTOq. ed COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2- MCOMMON EACH TOE TO JOIST END NAIL BLOCKING 2-WCOMMON EACH TOE TO JOIST END NAIL BLOCKING TO EACH TOE SILL OR TOP PLATE 3 ifid COMMON BLOCK NAIL LEDGERSTRIP 3-IMCOMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3-Etl COMMON JOIST NAIL BAND JOIST PER ENO TO JOIST 3-16d COMMON I JOIST NAIL BANG JOIST TO SILL ORTOP PLATE 2 COMMON PER FOOT TOENAIL n Z O Z O Z g< LZI U) O Q Z K ~ 03 O (D O N0 In Fn V {n � o Q O Z CD V z Z_ � Q 'tr CIDO .N - LL O N ce I N 0 Z F W Z W = J N d