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Home My WebLink About31337-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32221 Date: 03/05/07 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 2355 DELMAR DR LAUREL (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 127 Block 4 Lot 4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 1, 2005 pursuant to which Building Permit No. 31337-Z dated AUGUST 5, 2005 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 & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RICHARD E & MARTHA A. JERNICK of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 (OWNER) 2081004 04/21/06 02/23/07 VANETTEN PLUMB.& HEATING AVehorized 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 with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept, of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 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. Q Q New Construction: Old or Pre-existing Building: (check one) Location of Property: d 3 S � c'J x A U 2 Cry House No. Street Hamlet Owner or Owners of Property: ' —;tICI 126 6 W' "AiZM,Y t &-nom Suffolk County Tax Map No 1000, Section / a % Block D DO LI Lot Coy Subdivision Filed Map. Lot: Permit No. 3 3 13_37-7Date of Permit. Applicant: L— �n//f /& Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ acs -C,- ! (aC) Co�3a�a.l Underwriters Approval: Final Certificate: (check one) 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. 31337 Z Permission is hereby granted to: RICHARD E JERNICK for : PO BOX 1114 MATTITUCK,NY 11952 Date AUGUST 5, 2005 ONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS at premises located at 2355 DELMAR DR LAUREL County Tax Map No. 473889 Section 127 Block 0004 Lot No. 004 pursuant to application dated AUGUST 1, 2005 and approved by the Building Inspector to expire on FEBRUARY 5, 2007. Fee $ 264.00 �.6L L`.", Authorized Signature ORIGINAL Rev. 5/8/02 a ��s��s�rsrn��rr��srrr��ss��nrnr�n�n�ntnn�ns��r�tr��n��rsrrrsrnrs�nrr�n��rs�n�n� rIn� n�stn�ns�ss 5 BY THIS CERTIFICATE OF COMPLIANCE THE Irli 5 NEW YORK BOARD OF FIRE UNDERWRITERSBURE TY 40 FULTTON ST EETTF NEWCYORIK,i NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by e� 5 C -CAT CO. RICHARD JERNICK tj 9280 SOUND AVE. 2655 DELMAR DRIVE 5 5 MATTITUCK, NY 11952, LAUREL, NY 11948 5 5 Located at 2355 DELMAR DRIVE LAUREL, NY 11948 5 555 5 Application Number: 2081004 Certificate Number: 2081004 S 5 Section: Block: Lot: Building Permit: BDC: ns11 c5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at:5 First Floor, Outside, SA visual inspection the system, limited to electrical devices and wiring to the detailed 5 of premises electrical extent 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 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of April, 2006. Name OTY Rate Raine Circuit Type 5 5 Alarm and Emergency Equipment c5 5 5 5 Sensor 1 0 Carbon Monoxide Appliances Accessories 5 5 and Dish Washer 1 5 0 1.2 KW 5 5 Exhaust Fan 3 0 F.H.P. 5 Ij Wiring and Devices 5 5 Outlet 14 0 Fixture 5 5 5 Fixture 13 0 Incandescent Fixture 1 0 Flourescent 5 Outlet 5 5 25 0 General Purpose 5 5 Receptacle 8 0 General Purpose 5 5 5 Switch 23 0 General Purpose Receptacle 5 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer 5 Receptacle 4 0 GFCI 5 L5�j U Service I Phase 3W Service Rating 200 Amperes 5 5 seal Service Disconnect: 1 200 cb 5 5 5 5 Continued on Next Page I of 2 c5 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 ��s��s LsL�L�LC3JWC. I 111 111, IN BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by C -CAT CO. 9280 SOUND AVE. MATTITUCK, NY 11952, Located at 2355 DELMAR DRIVE LAUREL, NY 11948 Application Number: 2081004 Section: Block: Lot: RICHARD JERNICK 2655 DELMAR DRIVE LAUREL, NY 11948 Certificate Number: Building Permit: 2081004 BDC: ns11 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Outside, 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 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21st Day of April, 2006. Name OTY Rate Racine Circuit Tvce Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hall, 53095 Main Road P.O.. Box 1179 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. 5 '1 3 Fax (631) 765-9502 Telephone (631) 765-1802 Date: f:,b • ;� 3 400/ Owner: R CjhQ'Ird jIfI Y1l CX (Please print) Plumber: 9l0 e / o4f') r %%moo (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I % lead. (Plumbers Signature) Sworn to before me this _Z__;7,'—L day o4� , 20_ Notary Publi ounty lPulE. ST Notarybi d�w1ork No. 4919h. Commission EVa July 31. .01 313372 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 �NSPECTI � ]FOUNDATION IST ON f ]FOUNDATION 2ND � ]ROUGH PI.gG. ] FRAMING/ STRAPPING ]INSULATION ]FIREPLACE &CHIMNEY � FINAL ]FIRE RESISTANT � ] FIRE SAFETY INSPECTION �UMON f ] FIRE RESISTANT PENETRATION REMARKS: _ -e , `-� EMO asul.Alwol DATE - ° 7 INSPECTOR i Fm r. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION Jif [ d'FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETYINSPECTION REMARKS: DATE a �° INSPECTOR 3037 z 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 r °2�/ �- 0S INSPECTOR 3/337z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST K ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / r i DATE r 0 11 �-�' INSPECTOR 313-37z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAFING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� - �� INSPECTOR 313372 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ [x( FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING[ [ ] FIREPLACE & CHIMNEY [ REMARKS: o�ns� ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION LdE-- DATE 9 ' J� / b INSPECTOR 3 133 7z. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 ,a� 41 s' r DATE (� l3 ®� INSPECTOR �r " ,v FIELD INSPECTION REPORT DATE COMMENTS, FOUNDATION (1ST) ---------4-------------------- J y u FOUNDATION (2ND) 10 m \ z ROUGH FRAMING & PLUMBING y INSULATION PER N. Y. STATE ENERGY CODE 1 FINAL C o ';L- , O 0 ADDITIONAL COMMENTS 0 z m TOA QJ � e z x _ y �x d b y TOWN OF SOUTHOLD PROPERTY °REGORD CARD N--- 9 /boo' /a '7- V- Al -h� ... OWNER FORMER OWNER STREET 55 N VILLAGE La E DIST. SUB. LOT*[ ACR. pt4 b n2Fp,(cF �( �G Pia L Mr -S .�i✓c. S W TYPE OF BUILDING RES.Lia SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS # Qsq/Q� e i`"L• C Gam" a / 2 666 a FP` v`r T6 00 Da `f 77Xfdld 7D00, Td h�a,d* es2he Q6 d ,��$ Q .� /76 raLD. ,fSK, u,�� vEw o r a.1)w. fa fpS000 //O b 3� '� 6 0 ✓ / / ! /7G $alA 3$600. 2n,upvo /�on' %o M/. 1"uPPLo PL ,•/7 y i23 p - IES zq� ✓LPn 2 c�PCetrsPd d�.Izf50 tillable FRONTAGE ON WATER Noodland FRONTAGE ON ROAD / �o deadowl&W DEPTH Av 5 0 im" Plot BULKHEAD 'otal J -- TOWN OF SOUTHOLI) BUILDING DEPARTMIEN'f __ TOWN HALL` SOUTHOLD, NY 11971 — TEL: (631) 765-1802 i 5 L4 J 0 �, LJ � FAX: (631) 765-9502 ,;:_ _N BUILDING PERMIT APPLICATION CHECKLIST www. northfork.net/Southold/ PERMIT NO. 313 3 7-t- Examined ,20 Approved 20 Disapproved Expiration , 20 Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval survey Septic N.Y.S Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date d 0 20 OS' INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to 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. E 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 applican �r name, if a corporation) c,?3S"S IAemei¢f W)t16r- A&)ehz,J (Mailing address of ap licant) f % 97 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder att�A)67Z Name of owner of premises Ott f/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License NO. Other Trade's License No. land (In which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section l / Block Qy Lot y Subdivisionz(/� V/16'Z (�IbtJ�y b�77i3 d� Filed Map No. S OO ---Lot /7 (Name) 2. State existing use and occupancy of premises and intended use and occ y,of proposed construction: a. Existing use and occupancy / �/�/y/L Y k&/LS z7' c&✓ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition__X _Alteration Repair Removal Demolition Other Work 4. Estimated Cost go , On n Fee If dwelling, number of dwelling units If garage, number of cars (Description) (To be paid on filing this application) umber of dwelling units on each 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front sll • g —Rear '5W f' , Depth , , �2 r Height f '/p 'z Number of Stories / Dimensions of same structure with alterations or additions: Front 5� Z/. Rear Depth �� , 02 ' Height 'f �/ i0 Number of Stories / 8. Dimensions of entire new construction: Front Rear �� r� Depth Height / /D " Number of Stories / 9. Size of lot: Front j 1%D Rear 1 J-/ Q / Depth / 10. Date of Purchase eq' Name of Former Owner% ✓ J O /l/� /1/FC�?J� 11. Zone or use district in which premises are situated ` 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_X_ 13. Will lot be re -graded? YES_ NO Will excess fill be removed from premises? YES_ NO_ 14. Names of Owner of remises MA + A&6eAddres6'ziiA-ZPhone No. J960/ 41-10, Name of Architect 1,10 Address 120M(4CW66-/Z Phone No t/ 77 0#60 Name of Contractor 0Address MPhone 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 OF ) I e-17 ►4P -A (-: J/ Al/ Cle— being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Nu:U I MAO I UUOV QUALIFIED IN SUFFOLK COUN� COMMISSION EXPIRES OCT. 20 ENERGY CODE CALCULATIONS CHAPTERS SECTION 501 Detached One and Two Family (For Non -Electric Heat) For: Jer h 1a t� D2/lfl- Q,,vc 41 PAJv e M Design Criteria 5750 Degree Days Zone 11B Per: %nea X�M�, t 2G84 Dated: s o SUBSYSTEM AREA DESIGN ` v" CODE. ` U72 DESIGN UA CODE UA Exterior Walls �o YI 6.135/ 0.14 upo/.60 81? 7� Ceiling Roof 0.031 /,Z. 6-7 13.3 0 Floor Over Unheated Space 0.05 Z 1. 4 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: / 2 D 2 / 21t.3 t% 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, dR belief, & professionaljudgement,these plans are in compliance with,the code. LOT 18 N'1L23,g0"E p3N N 04'S i b: 0/L p6E ;,i f�NtNN c') "O LOT Al l o J ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA7URE APPEARS HEREON. 150.0d w. �NpEt LOT 16 JOSEpx STREET SURVEY OF PROPERTY AT LAUREL TOWN OF SO UTHOLD SUFFOLK COUNTY, MY 1000-127-D4-04 SCALE. 1'=30' MAY 5, 2004 CER71FIED TO. RICHARD E. JERN/CK MARTHA JERNICK HSBC MORTGAGE CORP. FIDELITY NA7701VAL 777LE INSURANCE COMPANY OF NEW YORK 04-3704-56845-SUFF LOT NUMBERS REFER TO "MAP OF LAUREL COUNTRY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 22, 1970 AS FILE NO. 5486. ■=MONUMENT AREA=21, 058 SQ. FT. of NEW :i. ME N.Y.S. LIC. )RS, P. C. FAX (631) NO. 49618 765-1797 1230 TRAVELER STREET 104 -168 SOUTHOLD. MY 11971 1�111I nl l_If F1 I ` I� rrI'h�I� i1iIll �II_'1I-L II III 1 III �IT�1LI TI 1 II 1 1 1 1 I 1 1 I 1 LL ;ILI T III I II LLI1_Ill itILII HHI1_JI_II III -III I11111111�, III 11 11 1111 Ii` I_J�l n 1� 1 �I, �ll uiu L1 1IJ 1.I_��IIIIIIII_II1.,III II; LII;I1 II iL ILII 1.1 1 111 11111,1 I 1 REAR ELEVATION h 1 I J . J 0 I I O' zI a _ z 'O ' o III IIZI I to Iw l�li� a 1 ..III .. .. io 131 a F ! PLUMBING 11 ALL PLUMBING WASTE S WATER LINES NEED TESTING BEFORE COVERING III PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE Z CERTIFlCATEOFOCCUPANCY OI SOLDER USED IN WATER SUPPL Y SYSTEM p O_ EXCEED 2/10 OF 1 %LEAD. , -5 L¢ m Z �AA��,LCQI�DCTION SHALL �Ily�l�� Iu11:E ,TH 11119"EMENTS OFT 1E COKES OFAW YORK STATE. SCALE: 1/4" = P -O" CERTIFICATION OF a o NAILING&CONNECTIONS REQUIRED. IZ v Of UNDERWRITERS CERTIFICATE,, cDCID REQUIRED Q Z o OCCUPANCY"A Of 9 USE IS UNl a WITHOUT ill IFICAT CID OF OCCUPAtCY APPROVED AS NOTED 1 T�, DATE:� : L B.P. k 313 1 TIT FEE:�:V.:L.� 8Y. ILI L®� 1--•J J NOTIFY BIl1.DI11G DEPARTMENT AT 3^"',I � IL ' I 1 u LJ L IL �I -L �-r`r 7654802 SAM TO 4 U FOR THE (u (1) n u 1 I I U L I' !J J - U L. LI L U I FOLLOWING INSPECTIONS W JJ I H L II 11 11 L I L _I 111 L I 11 1 1 I I I LJ 11 : I I �- � L I I 1. FOUNDATION - TWO Fi -ED F FOR POURED COP."z - LL Ll L i �I li _ -ice I_I 1 u 1 1 L LJ Iu -ice L L I LL — �_L _ _ �- _ L 2. ROUGH -FRAMING,-.,�,;ING ,%---il W La. INSULATION jilI, 1 I 4 BE COMPPLE ETFOR' v is,.ST Z J �N- � ALL CONSTRUCTION Sh', MEET THE O IJ l LII! 11 1 II I i"� II J--1 - _' 1-I REQUIREMENTS OF THE CC DES OF NEW O 111 1 I II -_ 1 1. 1 1 ILII 1 1 - I I I A _ILII 'III In I -11 -1 I J 1 1.1 1 I- I- 1 1 1 '�- -_ YORK STATE. NOT RESPCI418LE FOR u- L JL J L LII yl -LII I I J il-i l- 11 111 J L'J -'' L I J L d_� 1 1 1`_LIJJ j 1 I LUL -11 _ i �__L 1- I: I J_ DESIGN OR CONSTRUCTION ERRORS. z li 1i 111 li l ill1 111111 1 lii li 11 ill !I III II 11111,1 Ii 1111, 1•li ,! L L' �I LLI-IJ-I_ —!! i1J1i11'I LlLL_JJLJII l II �I!',IJI' II _I !I aFwevr' w I L 111 I I 1 I -lJ' LI_J I L_ L I I 1 1! 11 11,7-M I_ IJ 11 L L 1°"� o 6 1 1 fCf W LEFT ELEVATION 5CALE: 114" m LL RETAIN STORM WATER RUNOFF KINUANT TO SECTION 45-10C ` OF THE TOWN CODE, a c m iv Q m _ _ X N%B"RIDGE 2-2" X 8" GIRD R 5/8" FIRE -RATED 5HEET ROCK ENTIRE GARAGE FIRE RATED �)I 3068 n 1� 13'- 10' + + N p +3w Lu N� � b — LX N —BOX IN EXISTING CIMI m r N NEW EXTERIOR WALLS ON ADDITION 12'-3" TO BE 2' k 6 7-3"' STUDS g 16'01 W^ R-19 — - - _ --' - '-- IN5Ub1TION--- 1 21'-10' REAR PLAN 10' 151TNG EXTERIOR WALL TO / E REMOVED l B 54'-8" GI 2I N51 9 `e 2066 N In REMOVE IXISTING WINpOW IN Q BED AND REPLACE W/ NEW AWNING WIND W5 A I 3p N NU L N m UO Lx N Q EX151TNG EXTERIOR WALL O BE REMOVED n REMOVE EXI5TING WINDO IN Q BED AND REPLACE W/ NE N m N AWNING WINDOWS O NEW EXTERIOR WALLS N (p ADDITIO TO BE 2" X O' 5TUD5 [ I G°OC INSULATION_ WI832 3062 3062 I G'-1 O" 5CAL-E: 1/4" = I' -O" REARA H 0 Lom a Z r uj w d j r co rL Q) co J z Z w U U Z o 0 J 'tel LL z a Lu I/ (u 0 P1 0) LL 0 w0 0 -7 - PROVIDE USP JU528 CONNECTORS TO ALL FJ 5/4" X G" TOP DECKING 2" X 8" ACQ FJ @ I G"OC PROVIDE USP RT7 2-2" X 1 O" ACQ GIRDER BOLTEI CONNECTOR 4" P05T W/ 1/2" CARRIAGE BOI 4" X 4" ACQ POST CONNECTED 50NOTU5E PROVIDE U5P PAI CONNECTOR BF 3' BELOW GRADE MIN SECTION E3 -E3 PROVIDE BLOCKING A5 NEEDED TO FIT SET BACK IN DINING RM. 2-1 3/4" X 9 1/2" LVL HEADER ABOVE DOOR 0 n O � a � Z n n � � M 4 X ¢OZ0 2" X 10" ACQ LEDGER LAG BOLTED TO 0 0 EXISTING 5TRUCTURE W/ 1/2" LAG BOLTS Sc M m SCALE: 1)ti1�J� 1. The information on 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 regulaflons, 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 ConsWction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction 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 wmdow headers to align unless otherwise noted. S. General contractor Is to ensure that masonry and prefabricated fireplace construction meets or exceeds all manufacturer's specifications and applicable codes. 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 in each bedroom, verily 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 floors) above typical grade. 2. All footings to rest on undisturbed soil. 3. Provide W expanslon 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 -10/ 16 wire mesh reinforcing. Interior 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 %" gypsum board with metal comer reinforcing Tape, float, and sand (3 coats). 3. Walls common to garage and house to have a layer of 5/8", fire rated gypsum board at garage side with 5'-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 the set on wonderboard or equal. DESIGN LOAD CALCULATIONS NAIL QUALITY NAIL SPACING PITCH SPAN (ft) OF NAILS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 3 EXTERIOR BALCONIES 5'-0' WALL 3 -Ad 60 DECKS 10'-0" WALL 40 ATTICS WITHOUT STORAGE 5'-D" WALL: 3-8d-Btl 3 30 ATTICS WITH STORAGE 10'-0" WALL 4-5tl 40 ROOMS OTHER THAN SLEEPING ROOMS SEE TABLE 3 7 40 SLEEPING ROOMS SEE TABLE 3 7 30 COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE CRITERIA FOR CALCULATION OF DEAD LOAD 2-5d EACH END ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS 2-15d EACH END WALL FRAMING SNOW 5 TOP PLATE TO TOP PLATE FACE NAILED GROUND SNOW LOAD PER FOOT 145 lbs. -16 JOINTS -EACH SIDE STUD TO STUD FACE NAILED 2 -16d 21. OIC SEISMIC is OIC ALONG EDGER DESIGN CATEGORY 2-16d IB 3-1ad PER 2x6 STUD 4-16d WIN[) BOTTOM PLATE TO FLOOR JOIST, 28 IND SPEED 120 mph 2-15d - E XPOSURE CATEGORY IFW B 3fi I. 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. All wood framing in contact with concrete or masonry to be pressure treated 3. Provide double floorjoists under all walls parallel to floor joist span direction unless otherwise specified. 4. Provide x -bracing or solid blocking at a maximum of 8'-0" o/c for all dimensional lumber floorjoists. 5. Floor construction: -/" 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) 2x10 unless otherwise specified. All Interior headers to be 2 200 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 W exterior grade plywood or 7/16" 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 mots, walls, chimneys, projections, and penetrations as required by approved construction practices. 13. General contractor to provide adequate attic ventilation and roof vents. 14. Provide appropriate soffit ventilation 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 be framing back together GENERAL HVAC SYSTEM NOTES 1. Mechanical subcontractor 1s 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. CODE Aaaptea Trom 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 2306.1 shall be installed in accordance with manufacturer's 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 ties of 1x6 or2x4 lumber 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 bolts 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 exceedina 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 TABLE 3 1, INCLUDING 3 3 AND 3 9 1955 BBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING PITCH SPAN (ft) OF NAILS ROOF FRAMING 12 3 RAFTER TO TOP PLATE TOE NAILED 5'-0' WALL 3 -Ad PER RAFTER AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE 10'-0" WALL PER RAFTER CEILING JOIST TO TOP PLATE TOE NAILED 5'-D" WALL: 3-8d-Btl 3 PER JOIST PG 7 10'-0" WALL 4-5tl PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 7 EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3 4 PER TIE BLOCKING TO RAFTER TOE NAILED 2-5d EACH END RIM BOARD TO RAFTER END NAILED 2-15d EACH END WALL FRAMING 24 5 TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT TOP PLATES AT INTERSECTIONS N FACE NAILED -16 JOINTS -EACH SIDE STUD TO STUD FACE NAILED 2 -16d 21. OIC HEADER TO HEADER FACE NAILED is OIC ALONG EDGER TOP OR BOTTOM PLATE TO STUD END NAILED 2-16d PER 2%/ STUD 3-1ad PER 2x6 STUD 4-16d PER 2x5 STUD BOTTOM PLATE TO FLOOR JOIST, 28 5 BANDJOIST, END JOIST, OR BLOCKING FACE NAILED 2-15d - PER FOOT FLOOR FRAMING 3fi 7 JO IISTTG SILL, TOP PLATE, OR GIRDER TOE NAILED 4-5tl PER JOIST BRIDGING TO JOIST TOE NAILED 2-5d EACH END BLOCKING TO JOIST TOE NAILED 2 -Id EACH END BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK LEDGER STRIP TO BEAM FACE NAILED 3-16d EACH JOIST JOUST ON LEDGER TO BEAM TOE NAILED 3 -Rd PER JOIST BA ND JOIST TO JOIST END NAILED 3-16d PER JOIST BA ND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT ROOF SHEATHING STIRUCTURAL PANELS 4' PERIMETER EDGE ZONE -18" OIC -6" AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE 5tl PANEL FIELD INTERIOR ZONE -16" O/C -6" AT PANEL EDGES AND 12" Btl AT IN TE RM EOIq TE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF. INCLUDING 4'-0' ON EACH SIOE OF THE ROOF PEAK, THE C -D" PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 7" EDGE I10" FIELD WALL SHEATHING STRUCTURAL PANELS ad 4'EDGE ZONE - IS" OIC -5" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ad INTERIOR ZONE - Is- 0/C -6" AT PANEL EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD FIBIERBOARD PANELS 7116" fid 3" EDGE /P FIELD 25/32" 5tl 3" EDGE /B" FIELD GYPSUM WALLBOARD 5tl COOLERS 7" EDGE 110" FIELD ad 4'EDGE ZONE -16"OIC -6" AT PANEL EDGES AND 12' HAIRDBOARD AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD TABLE 3.4 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL RAFTER SPACING 16" OIC 120 mph FASTEST WINDSPEED ROOF ROOF NUMBER PITCH SPAN (ft) OF NAILS 4:12 12 3 WINTER DESIGN TEMP. 16 4 AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE 20 5 6 DESIGN LOAD CALCULATIONS 24 6 PG 7 28 7 9 NAILING SCHEDULE 32 B PG 7 36 - 5 12 12 3 WA 16 4 20 4 24 5 213 6 32 7 36 7 6:12 12 3 16 3 20 4 24 5 28 5 32 6 3fi 7 7:12-12:12 1z 2 i6 3 20 4 24 4 28 5 32 6 36 6 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WEATHERING SEVERE FROST LINE DEPTH 3b" TERMITE MODERATE TO HEAVY DECAY SLIGHT TO MODERATE WINTER DESIGN TEMP. 11 ICE SHIELD UNDER- LAYMENT REQUIRED AS PER MANUFACTURER'S SPECIFICATIONS / STATE CODE FLOOD HAZARDS SEE FLOOR PLANS AND SECTIONS SOUTHOLD BUILDING DEPARTMENT CRITERIA 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S. USE DWELLING UNIT- SECTION 310 - 310.2 2 HEIGHT FIRE AREA (sf) SQ FT. 446 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1995 HIGH WIND EDITION WFCM 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS 6 DESIGN LOAD CALCULATIONS PG 4 7 WINDOW AND DOOR SCHEDULE PG 7 8 LOAD PATH SEE SECTION "A" 9 NAILING SCHEDULE PG 6 10 EGRESS PG 7 11 PLUMBING RISER DIAGRAM WA 12 FIRE PROTECTION WA 13 TRUSS DESIGN DRAWINGS WA 14 ENERGY CALCULATIONS SEE ATTACHED Of Ir O LD IL Z LU r v v W Of tlJ _Z Z 0 O W Z Z W W O A I� I1 �l LL STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION FOR WALL OPENING PROTECTION OF120 MPH 15ECOND wND GUSTS (MMIMUM MEAN ROOF HEIGHT Wl MULTIPLE SECTION ASSEMBLY1/4" THICK BOLTS @ 2' OC SHUTTER ASSEMBLY \IV N.T.S. FOR PANEL SPANS:0 <4'4" WIDE SPAN TABLE 1909.1A 23/32" APA SPAN -RATED 48/ 24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") USE AC GRADE W/ 2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #8x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 18" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#1 Ox 1 y2" (W/ WASHERS) MACHINE BOLT @ 12" O.0 WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: W-11" OR WIDER SPAN SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN. NOTE ADDITIONS: 2X4 STRONG -BACKS @ 24" OC ASSEMBLY: i). PREASSEMBLE PLYWOOD TO 2x4'S' # 10x3" (wl WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 12" O.C. ALTERNATIVE FOR OPENING PROTECTION WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF 6'-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4 AND 16095 5 AND TABLE 1609 1 4) TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'4" OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. WINDOW AND DOOR SCHEDULE A 3062 DBL. HUNG FASTENER SPACING INCHES FASTENER TYPE PANEL SPAN c 2-12' 0" 0" a PANEL SPAN c 4' 0" 4'-0" < PANEL SPAN � 6'-0" 6'-0" < PANEL SPAN < 6'_0" 21/2" #6 WOOD SCREWS 16 16 12 9 21/2" #8 WOOD SCREWS 1fi I IS 16 12 A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF HEIGHT OF 33'4" OR LESS B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. WINDOW AND DOOR SCHEDULE A 3062 DBL. HUNG OPENING AREA WIND AREA ZONE 6.01 15.3 20 FOUR 24.7 -26.9 20 B TW1832 DBL. HUNG 1.77 2.9 10 FOUR 25.8 -28.1 40 C FW041611PALR FRENCH DOORS 22.8 12.2 20 FOUR 24.7 -26.9 40 D FW021611S SIDE LIGHT W.M. 8.69 10 FOUR 25.8 -28.1 35 E AN351 AWNING 1.5 4 10 FOUR 25.8 -28.1 35 �13 1112 1112 i2 Al I WINnnWS TC) RF ANnFRSEN HIGH PERFORMANCE OR APPROVED EQUAL 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. MUST HAVE DP UPGRADE KIT. E MEETS NY STATE EGRESS REQUIREMENTS FOR HABITABLE SPACE. - CUSTOM GRILLES - SEE ELEVATIONS WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 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: 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL 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 GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. REFER TO SECTION R 1609.1.4 FOR ALTERNUATIVE OPENING PROTECTION. ROOF ATTIC FIRST FLOOR BASEMENT .I, 4"OROOFVENT 4 4 . 1+2 ATH 112 _ __'� 1114 LAUNDRY 11N KITCHEN 11N III BATH 1 112 112 1 V4 BATH 2 1vz 'v2 'nl4 W. W.M. SI K iW . BAH SH SHOWER �13 1112 1112 i2 73 1114 _- 2 13 ,11/4 C O.I� - - .a_4 -- ------ ..4 j III — - ---'' 4 —_-, „4- -- 4,c HOUSE TRAP SLOPE" 1/4" PER FOOT PITCH TO DRAIN )1 3.. F.A. TO SUFFOLK COUNTY DEPT —� OF HEALTH SERVICES APPROVED SEWER LINE. U z i Q Z o O o Z v DO DO ^1 LL a O m r N RIDGE RAFTER -0 USP RS25D AT 21" A ' RAFTER/RIDGE/RAFTER WITIICT RIDGE -- RAFTER O USP RS250 AT 21 USP LS OR TMU IES Al RAFTER/RIDGE/RAFTER W/o CT 2ND. FLOOR WALL STUD - 2ND. FLOOR PLATE — SUBFLOOR RIM BOARD USP KLFTA 1ST. FLOOR TOP PLATES IST FLOOR WALL STUD - D ,l FLOOR TO FLOOR B RAFTER/PLATE/STUD 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE — SUBFLOOR RIM BOARD USP RS250 AT 36" 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD - D \ FLOOR TO FLOOR RAFTER USP RT16 Of TOP PLATE USP RS2501 WALL STUD B RAFTER/PLATE PLATE/STUD KING STUDS STUD O HEADER USP RT3 - USP RS250 AT 12" --- JACK STUDS ( C ,IHEADER/STUD HEADER/JACK IST. FLOOR WALL SJ -0 1ST. FLOOR WALL STUD 1ST. FLOOR PLATE 1ST FLOOR PLATE SUBFLOOR SUBFLOOR USP RS25D AT 36" USP RS250 AT 16" RIM BOARD RIM BOARD DOUBLE SILL PLATE — DOUBLE SILL PLATE USP MP6F FOUNDATION WALL - FOUNDATION WALL — O E (STUD/PLATE/SILL E 'STUD/PLATE PLATE/SILL CT - 1X6 OR 27(4 -16" OIC COLLAR TIES MIN. POST USP CI P.C. F( i6" G \ POST ANCHOR FOR COVERED PORCHES POST USP P, P.C. F( G NUb I ANGHUKb FOR DECKS I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4' MM. WIND SEISMIC NOTES FROST 4'MAX. 4'010. MAXIMUM PER WINTER 4 -DIA MAXIMUM FLOOD SNOW POST DESIGN WEATHERING GIRDER/HEADER TERMITE DECAY i UNDERLAYMENT HAZARDS LOAD f CATEGORY A . DEPTH POSTICOLUMN TEMP. x 3-161COMMON 45 M. 12-.12x12' E SEVERE 3FT. CONCRETE FOOTING SMGHTTO 11 EACH _ FACE TO SEAM JOIST NAIL JOIST ON LEDGER TO HEAW MODERATE TOE TO BEAM JOIST DECK POST FTG. CONNECTION BAND JOIST DECK/PORCH RAILING PER END LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST 4X4POST PAU"UKWE44 POSTIBEAMANCHOR APPLY TO EACH FOOTING BAND JOIST TO STAIR RAILING PER POST-TO-GIRDER/HEADER CONNECTION SILL OR TOP PLATE fi%6 POST PAU660R WE66 P05Tl BEAM ANCHOR APPLY TO EACH FOOTING USE MIN, (2) VT DIA GALV. BOLTS WITH WASHERS AND NUTS I-IQ'SPACE j�MINIMUM HANDRAILS POST GIRD GIRDER/HEADER BALUSTERS RIMIOECK JOIST-4CONCRETE PIE POST/COLUMN OPEN EALUSTER ATTACHED TO WALL ' HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST -TO -DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OFTHESTAIRS HANDGRIPPORTIONOFALLHANDRAILS SHALL NOT BE LESS THAN I -11C NOR MORE THAN 2' IN LOCATION USP NUMBER DESCRIPTION APPLICATION CROSS SECTIONAL DIMENSION, ORTHE SHAPE SHALL USE MIN(2)10 OIA GALV. BOLTS WITH WASHERS AND NUTS (2)BEAMS PAULA OR WE4d POST/BEAM ANCHOR APPLY TO FACH PIER PROVIDEAN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAlIfifi OR WE66 POST/BEAM ANCHOR APPLV TO EACH PIER FLASHINGTUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONNN. PIECEOFSIDINGBELOW UNDISTURBED SOIL GIRDERHEADER 1R' DIA LAG BOLTS WI WASHERS LAY PLASTIC BASE DIRECTLY ON CONNECTEDTO BLDG. @IF OC UNDISTURBED SOIL (ORGANICS REMOVED) EVELBASE STAIR TREAD FIT CONSTRUCTION TUBE AND PLUMB POSTICOLUMN BRACE TUBE •I•tj FILL AS PER MANUFACTURES'INSTRUCTIONS RIM BOARD FLOOR 2x JOISTS III f�E31= _ EBII fu= -III=III=III-III=III-III_III-III_111-11 STRINGER jING BLOCKING FOR JOIST HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTLOCATION RIMJOISTIBD4x4 USP NUMBER DESCRIPTION APPLICATION DISTURBED /POOR SOIL SOLID COLUMN PB5441 PBSE44 I KC44 POST CAP ANCHOR APPLY TO EACH COLUMN� STRINGER TO DECK/PORCH CONNECTION LARYW LAYER OF CRUSHED STONE OR fix6 SOLID COLUMN PB566/PBSEBfi l KC6fi POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION AVEL LEVEL AND COMPACT BY HAND HOLLOW COLUMN I 5IMPSON 31 KKI/2 H.C. ANCHOR APPLY TO EACH COLUMN LAY PLASTIC BASE ON COMPACTED GRAVEL LEVEL BASE FIT CONSTRUCTION TUBE MD FLUMB B ACETUBE FILL AS PER MANUFACTURES' INSTRUCTIONS -,111-III' I I -11-111=111=III=III�I I I=11 WOOD JOIST WOOD JOIST JOIST BLOCKING CONC. PIER FOOTING BIGFOOT SYSTEMS FOOTING FORM GIRDERIHEADER IN ADCOROANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN W000 GIRDER COMPLIES WITH! THE INIENTOFTHE CODE MOVE MATERIALORFERED IS WOOD JOIST GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENTAND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT FLUSH JOISTS WITHHEADER/GIRDER SPLICED JOISTS OVERHEADER/GIRDER ER' 95 MDSUBIECTTOTHE CONDITIONS THEREIN, ALL JOISTS CONNECIEDTOPER FLUSH SUPPORTED WITH SPLICED JOISTS OVER HEADERIGIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND L CONNECTOR. THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS Ift THAN LVL HEADERS TS USE WITH RTIC MOM ANCHORS LOCATION USP NUMBER DESCRIPTION APPLICATION ALLOW TO ALLOW FOR SHRINKAGE JOIST TO GIRDERMEAOER RT10 TYDOWN ANCHOR CONNECTTO EACH JOIST T. unieas ameana roma, an manning mend m dere n:u'.. oem.o mmoer All NeNmm, Wall and mral to W, gelnaad or samlea.1.1. 2). Grdea nor deck pals b W bNbtl or.nWmed b each Pal or our a wahen and nuts. Girders on mnmets Pl. shell W enchant wMm paper NNmnmol mchmetl Ila mnmW Win a minlmum IM' din x T long antlwr boll wllh we.hem and nuts. 3) Peal' aupPONnp glrdem eh.11 he enchaetl I.12'x12k12' Nlckmncm.le NWm. U minimumll2'dWx Tlmmg.m rMitwilhwah.mmdnul.FwBpM.11 W4 bNow Ansa.. 4). Deck ld.le In hive Nocking MBD a.c.. 5). A minimum of 10 Inch 6..hhmg shall a bMall.d b.heen the bulldhM anal ledger. reaper l W faalened to Wlltling w I dH. bits with waloas anal nor I/ll'J- at iG... 6). Gomel. IN.'ball W a minlar.6• Won gale. T) All lalal.b be.uppaled wW herpes end anoi as. Each JONI shall also W anchored CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST 4 -Bal COMMON PER WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY GESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY TOE DEPTH END TEMP. REQUIRED 3-161COMMON 45 M. 126 B SEVERE 3FT. MOOEMTE SMGHTTO 11 EACH _ FACE TO SEAM JOIST NAIL JOIST ON LEDGER TO HEAW MODERATE TOE TO BEAM NAILING SCHEDULE JOINT DESCRIPTION QAry NAIL SPACING NOTES JOISTTO 4 -Bal COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2-MCOMMON EACH TOE TOJOIST END NAIL BLOCKING 2-Bd COMMON EACH TOE TO JOIST END NAIL BLOCKINGTO 3-161COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL _ LEDGER STRIP 3 -Hid COMMON EACH _ FACE TO SEAM JOIST NAIL JOIST ON LEDGER 3-W COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3-tetl COMMON PER END TOJOIST JOIST NAIL BAND JOIST TO 2-i6tl COMMON PER TOENAIL SILL OR TOP PLATE FOOT Applicant! Date. Owners Architect) Qate Engineen. Submitted: // SCTM Dls(rict: 1.000 se-CO011: U1 Block: Lot.-. I't-0jeci C nn Subdivision Name: $iqk 8,- separate Required ccmfj.catiaw (YO � No) Req. Req. zollint Dis(fict: JIOt size: (I-O(COyr,(88* 0, (J-'fO"( 1'4LFJ LO V.fOPOSed: I (Side Yard 3 Proposed: '(Rear Yard L5b Pfoposcd, Project Desotiption- REQ.U[RltD FOR PT WE W H A O YES Suff-olk County Health' Dept. New York State. D. E- C. TOwUTmSW-S Town Zoaing Board approval: Town P16'awng Board approval: Flood.Plame Elevation 7247 Flood Zone-,