Loading...
HomeMy WebLinkAbout30695-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31490 Date: 03/22/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1600 WATERVIEW DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 7 Lot 33 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 5, 2004 pursuant to which Building Permit No_ 30695-Z dated OCTOBER 12, 2004 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LINDA S CARLSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2086715 02/10/06 PLUMBERS CERTIFICATION DATED N/A Authorized Signature Rev. 1/81 Form No.6 L ` 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. Swam 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. 13. 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 �o�rr Pre-existing Building: ✓ _J(check one) � Location of Property: —&U L�l ems✓ �l Q �(J G'r House No. Street Hamlet ! Owner or Owners of Properly: (/ //? 1 4 ( �r/ .S(iii Suffolk County Tax Map No 1000, Section_ CJ/ (� Block CV n j / Lot Q Subdivision // Filed Map. / Lot: Permit No. 6_6S_DateofPermit.—_ D-��- Applicant:_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) / Fee Submitted: $ �' � ��Applicant Signature Qzc . � 9ee)? CO �3 ► `�96 o rNJL3n3Pr=PR Pd'd3 ORMIMMOMMOMJrs�rs�����uar�nr n����srssMEMOMMrEMMME� pLLnLnLrJr��s�rp�L3n� o TO 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 PLATINUM EAST ELECTRIC LINDA CARLSON �j 145 MILL CRK DRIVE 1600 WATERVIEW DRIVE 5 5 SOUTHHOLD, NY 11971, SOUTHOLD, NY 11971 5 5 55 Located at 1600 WATERVIEW DRIVE SOUTHOLD, NY 11971 5 r 5 Application Number: 2086715 Certificate Number: 2086715 e5 5 Section: Block: Lot: Building Permit: BDC: ns11 5555 Described as a Residential 0-599 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, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 jot], Day of February,2006. 5 5 Name QTY Rntc Rating Circuit Tyne 5 Miscellaneous 5 2 bedr000m addition 5 5 as built2005 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 Sensor 2 0 Smoke Wiring and Devices 5 Outlet 2 0 Fixture 5 Fixture 2 0 Incandescent 5 5 Outlet 10 0 General Purpose rj Receptacle 8 0 General Purpose 5 Switch 6 0 General Purpose S 5 Paddle Fan 2 0 5 5 An as built inspection,of the delineated electrical installation,determined that an obvious hazard is not present and the installation is believed to 5 be in comformance with the applicable reference standard for the estimated period of construction of the premises wiring system. 5 seal 5 1 of I5+ 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 rJ arJ arJ�rJ ar�rJrJtJ ar�rJ�rJ�r?PcPrJrJ�rJ a cJrJ arPcPcPcPrJ acPrJ arJrJ�r 1�rJ arJ�cJr PrJ arPrJr PcJ�rPr Pr nrPcPr�cPcPrJ�r�rJ'aal arJ-arJ'ar. -003 lalarmmr rnrujrJ'arP O 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. 30695 Z Date OCTOBER 12 , 2004 Permission is hereby granted to : LINDA S CARLSON 1600 WATERVIEW DRIVE SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1600 WATERVIEW DR SOUTHOLD County Tax Map No. 473889 Section 078 Block 0007 Lot No. 033 pursuant to application dated OCTOBER 5, 2004 and approved by the Building Inspector to expire on APRIL 12 , 2006 . Fee $ 150 . 00 7 / 1 ` uthor ' z d Signa e ORIGINAL Rev. 5/8/02 LAWRENCE M. TUTHILL PROFESSIONAL ENGINEER P.O. BOX 162 GREENPORT, N.Y. 11944 1�t� (631) 477-1652 February 15, 2006 Mr. Michael J. Verity, Department Head Southold Town Building Department Main Road Southold, NY 11971 Re: Residence Linda Carlson 1600 Waterview Drive Southold, NY 11971 Permit 30695 9 TO WHOM IT MAY CONCERN: I have reviewed the plans, inspected the site of the above mentioned site residence in reference to addition and note that the foundation wall is properly connected to the existing foundation, the foundation waterproofing, framing and insulation and found all in accordance with the New York State Building Code and the Southold Town Building Code. Sincerely, awrence M. Tuthill, P.E. a & M i `5 J S /h c �o��oe souryo6 a qs�,z � g"rouxn,�' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING I STRAPPING KFINAL 6� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �! DATE 3� U INSPECTOR �o��OF SOUr�O� �plou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECT N, REMARKS: ` DATE 3 d INSPECTOR a _ I z 7654 802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. /[ ]`FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: AQ \ / DATE �� X30 �� INSPECTOR -P69fzl 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ✓] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' Z 12 DATE . © INSPECTOR OF SOUTyo�O H • � TOW"SOUTHOLD BUILDING DEPT. 1802 N [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: i DATE - INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS V 1 FOUNDATION(1ST) G� < f D FOUNDATION(2ND) to ti 's z 0 /S 0 H 'A h7 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE 6 FINAL i ADD M' _ NAL COMMENTS i _ r r er- tn ^ f i Q n � Q z x b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying'? TOWN H'AALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined_ /Y '20 ���/// Contact: Approved r 'Z ,20 Mail to: Disapproved a/c / Phone: l0 Q n Expiration ,20 Bui dingLl Spector �J_JJJ PPLICATION FOR BUILDING PERMIT 5 2ot�� Date 20_py_ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additiutis, of 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. ignature of pp scant or name, if a corporation) 16 di lialon1vtki 404. (Mails gad ss of ap licant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, umber or builder Name of owner of premises 1 ndA S l Q C iso n (As on the tax roll or latest deed) If applicant is a corporation, signature of duly%uthorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No. Other Trade's License No. 1. Location of lanq on which proposed work will be done: IO a Qroteui bf _ Sou-" House Number Street am/ p Hamlet y County Tax Map No. 1000 Section / 0 Block___ rte. Subdivision Piled Map No._ 1 .� 11 _ (Name) 1MIMY�eO 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy_ b. Intended use and occupancy 3. Nature of work (check which applicable); New Building Addition Alteration Repair Removal_ Demolition_ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth /. ' l 10. Date of Purchase a 9� Name of Former Owner -ZrVM �lJg ex l e r 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES`NO 14. Names of Owner of premises, Address Phone No. Name of Architect Address Phone No 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 N W RK) S: CO /NT/Y O N being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /4lni �1!yy 1- (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to fore me th' day of _20 / Notary Public Signature of Applicant �r �t Unauthorized alawadon or diNon to ING Wrwy Is a""on Section?MofVWNewY SUN Education law.the - MalMO on lald d y e s Yuned a or emboeeed awl ehM eal M oww4red to be a veld bw eeyy. Owollbw elAealld heron IW M oM'b tic Damon brMlam dw auwy Is pvpwld.and on No boW b tib a ow to me udpneae of dr lard"koftom oamems ltlonal n e rot oninstor" bs lutiona or%boom a 7/.Ng UK Z9' vivrr , D % IN Y it, v 1 � e + D � seo LnN0 a a0 0 Q Q r � � u GtyoY� YVf:,YLc�.� SueYEY Fc�2 QETT L/N A C�9PG?ON 'yit/r4tY �LLriS/•4NGbW�,ri' �c vrro v. ourvaio �.�< C'dcw �u Y. L.4NOeU,Ppole DA-. �iO.�AA/YEEIJ TO•Ncaerv,�"'�,e_ ,r Ligv� ��ca.✓r ©.�rsro-acT.JNc TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT L S, ✓/son kA rKtw Atka � i F RMER OWNER 8-4$L-S- Carl-;al? N E ACR. (1 ✓,IPS elC��'4nAhrl S W TYPE OF BUILDING G. WeA l `C IES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKSc !L//.8>° �sa )-�ec� v 6� /3 o o v o S 5 a a u a 1-Z/1 -o 02 cry c o/ ��2 $-- 100 S-yao �z �d = L — vjule� �s>`taC'arlsar ��� .coc� /z2 - a> > AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD a p Meadowland DEPTH s ' House Plot BULKHEAD DOCK = ���P ■■■�■moi■■ ■■■ ■■■■�■■■�����■ H , : 1�3Tii■�i�� 1111�■11■■■ N�N ■�f3■r "�lE'" 3i1!■■16ii■■ ■if■■lflli■Nrlli■■■li■■■ ■■ ■N■� ■■i�si'A7J■f■■■■f 7■ESS■■■■ ■■■■■■■■■ NONE MEN 0 MIMES N■■N■■■■■■ ■■��■MEMO ■■■■■ V • , at • BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: w /5 /04 APPLICANT: CAecSoa - DATE SUBMITTED: 10 / 5- /04 SCTM#DISTRICT: 1.000, SECTION: t BLOCK: �, LOT: 31 SUBDIVISION: N/A ADDRESS:/600 CITY: ZONING DISTRICT: I CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: YOR N BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot r",ecoognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time atter 7/1/8; REQ. LOT SIZE: 7mx ACT. LOT SIZE:I4V"r RE T COV. ACT. LOT COV. r REQ. FRONT 3 r PROP. FRONT SIDE fv, ? f ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PRO . HEIGHT PROJECT DESCRIPTION: kbM*?5.7) , ESTIMATED PROJECT COST: ARCHITEC G ' �A: 4..- WATER FRONT? DESCRIPTION: L # MC, FLOOD ZONE: BULKHEAD? 0 DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/_ PERNIIT#: TOWN SEPTIC RECEIPT: Y or N SEPTIC CERTIFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 911MYES DTE: / / PERMIT#: SOUTHOLD TOWN TRU'g'TEES: YES DTE__/_/__ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: PERMIT#: TOWN PLAN. BOARD APPROVAL: YES DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 24'M or NO NOTES. as ca'-T * ,// j FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: ,-5`00 SF FEE FEE FEE 1. SF)-(_ SF)= SFX$ =$ +$ +$ _$ 2. ( SF)-( SF)= SF X$ =$ +$ +$ _$ 3. ( SF)- C-SF)= SFX$ =$ +$ +$ _$ FINAL TOTAL: $ AQ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA:ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW Ab DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.:Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE:Y/N MEANS OF EGRESS: Y/N •4 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) 'ERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 ;tacked One and Two Family Design Criteria 5750 Degree Days )r Non-Electric Heat) Zone 1jJ1B CLI, s0 Per. I- en)% ,, ba 2`f57 60u 61/c c� ✓ilc_ / ���P S e�! e f d Dated: 1^� u DESIGN CODE . DESIGN CODE SUBSYSTEM AREA lam„ 'CUI, UA UA Exterior Walls 3 LI7 G . IA5�7 0.14 'yo . /.,r Ceiling Roof Z3 / 0. 03 0.031 to S3 .7 / 9 Floor Over Unheated Space 231 6 , 05 0.05 l S j Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 S: 3 8 .63 X7 ,29 uction shall comply with 502.1.1 moisture control and 502.1.4 air leakage ig Envelope Systems to meet requirements of Section 501 ,chanical systems and equipment including: Equipment, HVAC Systems, Duct Systems, Ventilation Systems and Insulation of Piping Systems to meet meats of Section 503 Water Heating Systems &Equipment to meet requirements of Section 504 al&Lighting Systems&Equipment to meet requirements of Section 505 t � best of my knowledge, ^ 03 & professional judgement, dans are in compliance se code. i eAlfflAS NOTED �ESIDENCFATPO- FEE: Y:IEPARTMENT AT ` F65•tS IIS 'M FOR THE `n � CR � T ❑ ONOa B � � � TT .L " TUIR�w�Gs r'�wti,�iNGFR1 N _ 4. FINAL CONSTRUCTION MUST _ BE COMPLETE FOR C.O. I . . _ R IALL CO STR SHALL MEET THE - - REQUI EME SOF THE CODESOFNEW YOR STATE NOi RESPONSIBLE FOR . DE OR U'CTGptly ERNm, COMPL) WI RA L CODES OF w 13� OCCUPANCY OR NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF W ? USE IS UNLAWFUL sourHaLDTowNzea WITHOUT CERTIFICATE SOUTHOLD TOWN PLANNING BOARD aj F OCCUPANCY _ SOUTHOLD TOWN TRUSTEES r" J Q N.Y.S.DECN Lp ]A G E ' , �__I / 13, FLOOD ZONE ^� � T-T '� <[� COMPLY WITH CHAPTE "46" UNDERWRITERS ALL CONSTRUCTION SHALL 19 (' IJJ? FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. REQUIRED MEET THE REQUIREMENTS OF THE' CODES OF NEW YORK STATE. 'ti o 1 = FOUNDATION PLAN W � � CERTIFICATION OF M (� T f n I NAILING & CONNECTIONS L� F T R S T F L.�,: LTJ [1Q R PL I I I V REQUIRED. , Z 4 A _ A & B - B , CR ❑ SS SCCTI ❑ NS 5 FRENT / NFIRTH & RIGHT / WEST CLCI , 6 REAR / S ❑ UTH & LEFT / CAST CLC , UU Z W U 1 --130 ( SPCCIHICTI01S J C] ui Ir ui kf I i i IS I- -- — — - - RW 302 — — — I Z ACCESS WINDOW Ica l< }II 'I NEW WI 6011718"X2 /2"TGI AT 18"O.C. N W CRAWL SPACE UNHEATED 240 SCLFT. I �I NCRETE VENT 10SF. PER 150F ASS REQUIRED I I STEP OWN NEW FOUNDATION � �I � i Lel I > Z NEW f LOOR FRAMING TO BE FLUSH WITH z w '�', EXIST NG FRAMING Z _I, ¢ O " NE EXISTING Vl 3"Xq8" EXISTING 23"X48" I— _ N — _ WINDOW — — NEW �' o p' ZZZ "co EXl INGI _ — — — — — — — EXISTING iI B II -- — EXISTING CRAWL SPACE a v . ' .. I I WWr vsm w v .y EXISTING DOOR "X38" — _ _ 30 1 L — — — — - - I- - - -- -- - -` - - - - - O "o _ _ —� o , I I 0 II II I I a z U. II II IZ W Z z II II W - o z w X I tr. O w W I � hAl 14��7 � x a U) Ia. W FOUNDATION-,"N '_ SCALE 1' = 1/4" GENERAL f 1� T, 5 SPECIFICATION PAGES FOR DETAIL AS REQUIRED. ZE°F NEW yo NOTE SPE Sf QfRl�s�NPAGE FOR TYPICAL HURRICANE FASTNERS Q w � W 0.312647 �.2V w _ O�0FBS1� y ,rte_ . 1 i i G -25 C -25 II j F. :EG ESS EG ESS — ,p - - i � A z', NEWBEDROO NEW BEDROOM oi � I 'olm: 111 SQFT. 111 VENT-23% OLMS=24 VENT=23% GLASS=24% ISI 2"X6 CEILING 2"X6"CEILING f!) JOISTS @16" O. . JOISTS @ 16" O.C. I '' L1J !Q, 14 - 10 m i F ISI I NEW�DDI710N I OI'w I EXISTING 0 CLOSET ' GY r .2"X+''bosrrgaloce CLOSET I �-' <1 o � 7 NEWIV HALL o tr a� u) EXISTING DECK sw '-7-' — - REPI I CE W/2"X10" CEILING m EXISTING DECK WALK IN CLOSET 104 JOIST 16" O.C. G) 0 ~ V C) n THIS AREA SITTING AREA _ a pI15TING ANMING NIN N [rti511NG ONM GOOF z 1� t EXISTING WAILF CW RJS.TW imrvm idF9Fltl s W v N ToG N C W �, � I EXiSTINt14SLIPER TO REMAIN O GGM I M - ON pooh F-I�ON.GA,HR '—/ A x \ Q z Q _ O o r ; � ezlsnnc eATNFGGx EXISTING EXISTING Q v HALL C,-.T,FNTRANCE y. z, 5� EXISTING MASTER BEDROOM EXISTING LIVING ROOM ,I i �1 a EXISTING KITCHEN lu I'Nr DOOR _ 6 v�— U 0 SCALE 1' = 114" I FLOOR FIRST PIAN „ �1 NEI1 I7f �ES' REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. , fir, w ro ( EE SFEGIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS s •.r � s o of.MIA-1 ' - p�AFi551,4i , ----------- ------- I II _ Illl m � lz 2'X8" ROOF z 2'X8" ROOF RAFTERS @16"O. rt m RAFTERS @16" O.0 i�O! Imiol mI - -- x g - - D . I } -N - - ppliUllal 4 Ch I I E5 _ LLf �'l m I NEWRO�F < ioi, 2"X4" POST TO o',i - - - TIN ,ROOF - - of 1' I I �t EXISTING FOUNDATION I `I' I I I EXISTING RR EXISTING RR � r TO REMAIN TO REMAIN I I _— - — 0 a � z _ _ wm `* cr L� —_ —_— - __ - - - E ISTINC RR — — — — —1� G/ Z TO REMNIN I I ¢ z a /9 0 0 II � � Z �Fl m m EXISTING RR EXISTING RR I I z Z x x TO REMAIN TO REMAIN ¢ II °�F� II w z z uj IID J ` EXISTING RIDGE z 1 m > m IIco -< Irr w 0 g 0 z II II 0co) iz F D x II � , II , I D w .-Q w IIx ` Z � Z w z II w � � II U I I I I I I L El -44 z -- w w ROOF PLAN SCALE V = 114" GENERAL. NOTES PAGES FOR DETAIL AS REQUIRED. �i ya9\ NOTE: SFE SPECfF10ATfON Pp\I }" "(yt?ICAC HURRICANE FASTNERS F p 022254 ?V U UJ TYPICAL FRAME ROOF: 1-2'X12" RIDGE TO TIE IN,TO EXISTING —.- - - -- . 2"X8"(932"O.C. COLLAR TIES ^ NEW ZVI' R.R.F16"O,C. TYPICAL, ASPHALT ROO NEWAI III71 l0N EXISITNG HOUSE 30LB FEELT PAPER TYPICAL ICE SHIELD RRIER TYPICAL '`FASTNER A TIE NEW RIDGE INTO z 1 2 P YW Opp HLEcgqTING TYP. �. 'EXISTING A -30. SUTI NTYPICAL EXISTINGRIDGETOREMAIN ' �I �2-2"X4"POST 5 ip REPLACE EXISTING OR SISTER WITH ! TO RIDGE TO FOUNDATI io f� 2"X6"@16"O.C.CEILINGRAFTER&__ zxlo®1eO.c.cEa1NO,RAFrER6 ! 1,P z ¢ r.' -- I&i�ilolml TYPICAL WALL: FASTNER B -- I 2"X6" 16"O C -- -- - 1/2"G .B. ON WALLS AND CEILINGEURaDM SLIDEIR TAPED AND SANDED TYP. NTRGNaB SITTING AREA DOOR T-111 EXTERIOR PLYWOOD TYR TYVEC VAPOg 8AR%R- F , !� '' 2-2"X' T ,,'FF� RS TTYYPICAL. BEDROOM ' FOUI�D ��� I - - I O rX N PAC E S NEW 3/4" PLYWOOD FLOOR TO BE FLUSH WITH EXISTING- 7- " CRAWL SPACE 24"MIN(UNHEATED) m� ! NEW 2"X6" TOP SILLEXISTING CRAWL SPACE IIIQ,�I � !UI �. NEW2"X8" CCA SILL VENT CRAWLSPACE t SF/150SF OF SPACE TYP. - - --- W CONCRETE SLAU W.W.M. VAPOR BARRIER AS REQUIRED, `EXISTING FOUNDATION AND FOOTING I . NOTE: Oo I TYPICAL FLOOR FRAMING, � STEP NEW TOP OF FOUNDATION DOWN a mD R-19 INSULATION TYPICAL - NEW 8"X1'-4" FOOTING NEW FLOOR TO BE FLUSH WITH EXISTNG Wq Z NEW W160 11 7/8"X21/8"@181'O.C. FLOOR RAFTERS FOOTING TO BE 3'-6" BELOW GRADE FLOOR W M NEW 3/4" PLYWOOD FLOOR TO BE FLUSH WITH EXISTING O NEW 1" X 117/8" RIMBOARD TYPICAL— — - SCALE T = 1/4" CROSS SECTION B-B off- o -- - - - - -- < zo GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. ! O o OTE: SEE-- PAGE FOR TYPICAL HURRICANE FASTNERS ND h '- OTE: S ----- -- - -- -- - --- '-------'--..---- -- - -- - Z Yk ESlsrwc ollsnNG y=,HOOSE NEW A0a1TION NEwnODITION, HOUSE Fy VV TYPICAL FRAME ROOF: ASTNER A _ _ - - - --1-2'X12" RIDGE TQ TIE IN YO EXISTING 2"X6"@32'O.C, COLLAR TIES -NEW 2'X8" R.R. IWO.C. PICAL 4-4 7t '' BxIsnNG Roos TO PEMNN 92 - ASPHALTROO u) 3 (,$FELT PAPER TYP - " ILQE SHIELD BARRIER ..-3 PL�yyyy��pppppp gg 7{Z4Y+COAL /- -y W R-30INSUlATION I'YPIQAI: P. salsrlNG oecN n9'.l- (�'I y n NtT rain W I t O H 8 - " U ' I FASTNERB p[I$TNG HOUSE WITH T-t15 NG W z . riEWBEOROOM NEVJ BEDROOM yM �r + 2 n322 -1 exlwl+" CLO ET; CLOSET lzY,XlS6L E%IstlNa _ p�DFi6StONl�� O r. " , UO - 1/2'G. ..8. 0 WALLS AND'CEILINt3 O O O O _ TAPED AND DED TYP, . suDER I L/D Gl 101 102 703 gp� —T-111 PLYWOOD TYP, fu Ex slwG o=c, Z 'QYVEC VAPOR BARRIER nND++ealmc uREnall Q pp X ooppt� TTyypp77 AL TYPLOA6 FLOOR_FRAMING ( W - R TIONPIC1 _ R-19 INSULATION TYPICAL ExISTINGOEOKW,.VAOQ to 711"R ifircurox FLOOR RAFTERS Mue, FNSTINobECK NEW-WI 90 11 7/6"X2 1/5"@16"O.C. FLOOR RAFTERS _ VENTCRAWL CE 24"MIN(UNHEATED) '4 NEW2"X8 1C P L NEW 314"PLYWOOD FLOOR TO BE FLUSH WITH EXISTING _ EXISTING GRADE CRAWLSSPACE iSF/150SF OF SPACE TYP. NEW 1"X 11 718"RIM BOARD TYPICAL _ RADE____ 1VEW4",CONCRETE SLAB W W.M, VAPOR BARRIER AS REQUIRED I I awlNEW 8"X1'-4" FOOTING NOEi _ - PDOTING TO BE 3'-8" BEL4W'GRA4E Existing Grade STEP NEW TOP OF FOUNDATION DOWN - - WtWFLOORTO BE FLUSH WITH EXISTNG I' a FLOOR C, CROSS SECTION A-A SCALE V="!W r. V lu 'GENERAL NOTES[ REFER TO SPECIFICATION PAGES OR DET AI u -019D. NOTE. SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FAtM I EXISTING NEW HOUSE ADDITION I +z TIE WAND MATCH ROOFSHINDLES 'N � III' ail I� � � '' I_ I,I la I Io Im III 2' I m!; I EXIS E%I$TING C 1b � I R WINDOW ! I ill G 99G SSI ,� I p GL Z, ppp } 01 I`I Lw Ip� LJ' 0I' IIT oI�I EXISTING GRA ® owl ;oh, L- EXISTING GRADE O D_ o Z ti h d � � FRONT SIDE & NORTH ELEVATION SCALE 1' = 1/4" 0 - 20 NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS Q Z GENERAL NOTES. REFER TO SPECtFICATION PAGES FOR DETAIL AS REQUIRED. Z h EEXX SS NN � M CHIIMNEY � EXISTING EXISTING HOUSE \I �,,�' NEWADDITION NEWADDITION - - HOUSE T R IN p x w EXISTING ROOF TO REMAIN 7112- LU U p�DFBSION� Z Z D_ ;I IN EXISTING DECK O I TN H 9 -- J I I G BATH G z NINDOW _- Q W fI 0 v C EI N STING WI x r wlNoow Noo"w - G E G E _ E ISER , _ SLIDER I EXISTING DECK r AND RAILING TO AEM I 1 EXISTING DECK _ 1. EXISTING DECK n ESS EXISTING GRADE EXISTING GRAD RIGHT SIDE & WEST ELEVATION SCALE 1' = 1/4' - GENERAL NOTES: REFER TO SPECIFICATIO PAGI_S FOR DETAIL AS AMUIRIED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS NEW ADDITION EXISITNG HOUSE -- -- - -�/�\ 4 � III Lid o!h °Hail [GF EXISTIN �iS9 IDER DOOR QIiW IIT uild lml EXISITNG DECK - 0 (DD 0II — - -- F- C* o G, p REAR SIDE & SOUTH ELEVATION SCALE 1' = 1/4" LUn v v GENERAL NOTES: REFER TO of SPECIFICATION PAGES FOR DETAIL AS REQUIRED. NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS Qz � O o O Q � m EXISTING HOUSE Yo\4" �E 9 ¢ V/ CO } EXISTING LOG ""`"""`ro EXISTING LOG II^ J 1 W w SIDING �� m w AC \ SIDING �\ „• mum-� ��/ z -_ IA h11 U - ER ST � INOF �f� Ll E%ISTING --.- I - -- - _-- _ -- - _ oz WNGOW IXISiING � wrvoow n4 EXIBIING ozO NANOOW - L1. SHOUSE l Ili - ❑ � I z a w N 0 o -- - i EXISTING DECK TO REMAIN - — - EXISTING ___---_ DECK LEFT SIDE & EAST ELEVATION SCALE 1' = 1/4" GENERAL NOTES: REFER TO SPECIFICATION PAGES FOR DETAIL AS REQUIRED. a NOTE: SEE SPECIFICATION PAGE FOR TYPICAL HURRICANE FASTNERS r � U W O a a LU 0 G 0 NG NOTES G The and Naming deface CONSof construcHon documents Is to TRUCTION era tended as a constmaion relate el�d, notsle substitute GENERAL� 9 find Zxr or B,too be stud grade of better 16"o/c. All other framing material 'NAILING aG INCLUDING s SCHEDULE AND 3.9' 1995 SBC HIGH WIND EDMON WOOD FRAME CONSTRUCTION MANUAL tter. i for generally accepted good building practice and compliance with cufram New York state building Codes. The general Contractor IA responsible for providing standard ._ 2.All wood framing In confect with concrete or masonry to be pressure treated. - -- sound,and weatherproof oompleted product. Y y 33.thProvide fi�oorjoists under all walls parallel to floor joist span direction unless RODF FRAMING-- -- - NAIL QUALITY -- - NAIL SPACING construction details and rocatluresbenwree professionally finished,Structurally RAFTER,,JOINT DESCRIPTION T 2. Contr OE NAILED &WWAUL:3-M PER in erection between trades. l0 coordinate all eUh COohHetOre,scheduling of WDM,and lumber floor orate g g CEILING JOIST TO TOP PLATE TOE NAILED 9-0 WALL 3-BC PER JOIST RAFTER interaction between trades. 4. Provide x-bracing or solid blocking of a maximum of 8'-0"o/c for all dimensional _ _ _ 1d-o"cocci 12d _ _PER RAFTER__ PEFLJOISIF 3.The general Contractor is responsible for ensuringthat all work and Construction CCEILING JOIST EILING JOIST TOPARALLEL RAFTER PG OVER ,FACE NAILED 15 E NBLLE 0�7 __ EAC LLAP _ - �+ etcThesecodes ammto be cosidened a6 pan Code,ordinances f and re IBD A e, 5 Flood construction,%"tongue and f� I g J CEILING TIE T RAFTER FACE PARTITIONS FACE NAILED SEE TABLE 3./ _ PER L P _ G� f U1 1 gu g g plywood subftoor. Finished material to be _ __ RIM BOARD TO RAFTER - - END NAILED 2-18tl -EACH END - - -- -- - ��� p cath the for this bulltlln applied over .subAoor. Glue end screw I Cod tleckln to floor'olete. _ _ _ and should be adhered to even If they ere in variance with the plan BLOCKING TO RAFTER _ TOE NAILED _ _ _ 2-0tl _ EACH END_ O -4 8.All erndow and door headers O unless minimum(2)2x10 unless otherwise specified. - - - - - - 4 Dimensions shall take precedent over scale drawings(do not scale drawings). All Interior headers to be(2)2x10 unlesc othervAee specified, � - - - - --- I WALL FRAMING 5 The designer has not been engaged RI4,metruction supaMSlon and assumes no 7. Provide full solid blocking under all bearing walls. TOP PLATE T TOP PLATE FACE NAILED 2-18tl PER FOOT _ responsibility for construction coordinating Math these plane,nor responsibility for TOP PLATES AT INTERSECTIONS FACE NAILED 440d JOINTS_-EACH SIDE Construction means,methods,techniques,sequences,or procedure*,or for safety S.All beams to have adequate bearing at each end or as specified STUD TO SND - FACE NAILED 2-16d _ _ ' z4"o/C - precautions and programs in Connection with the work, There are r10 wanantles fora HEADER TO HEADER FACE NAILED _ led 16'OICLO ANG EDGES specific use expressed or Implied In the use of these plans. B.All flush beam and Joist intersections to have galvanized hangers. TOP OR BOTTOM PLATE TO STUD ,END NAILED 2-16d PER M-STUD 316E PER 71B STUD , q 6 Refer to Floor plane,exterior elevations,and window schedule for types end sizes of 10.Typical exterior mile and roof to be sheathed with W'exlenor grade plywood Cr a-18d PER 2xe STUD BOTTOM PLATE TO FLOOR JOIST windows. All windows to be Andersen high performance quality or approved equal. 7116"068 plywood, group 1,APA rated. Plywood to span over all plates and BANDJ015T,END JOIST,OR BLOCKING FACE NAILED 2-1I PER FOOT J � L�iJ headers. G 7 Door and Window headers to align unless otherwise noted, p 11 Provide insulation baffles at save vents between faftere FLOOR FRAMING Z JOISTO SILL,TOP PLAIE OR GIRDER TOE NAILED 241tl_ EACHTOE NAILED "d PEA END- -- ��iZ >� Z B.General contractor Is to ensure that mason and refebnceted firo lace construction meets or exceeds all manufacturer's specifications and applicable codes. 12 Exterior flashing to be correctly,installed at all connections between roofs,walls, BLOCKING TO JOIST TOE NAILED 28a EACH END _ ~ Chimneys, projections, and penetrations as required by approved constmction BLOCKING TO SILL OR TOP PLATE TOE NAILED 346d EACH BLOCK ¢IW ¢ J 9 General contractor to consult and Coordinate wdh the owner and the dans for all practices. LEDGER STRIP TO BEAM FACE NAILED 3-16d _ _ _ EACHJOIST V lj l built In Items such as bookcases,shelving,pantry,closets,etc. JOIST ON LEDGER TO BEAM _ TOE NAILED 3-8d _ __ PER JOIST t" 13 General contractor to provide adequate attic ventilation and roof vents. RANO JOIST TO JOIST END NAILED Mrs _ PER JOIST O' ::D' 10. Provide hardwired smoke detectors,with battery backup,on all flocre and in each BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT bedroom, verify with local code requirements as per Section R317, New York Slate 14.Provide appropriate soffit ventilation at overhangs. - - - Residential Construction Code. Install Carbon monoxide detectors as per code. ROOF SHEATHING GENERAL PLUMBING NOTES - _ -- ---- STRUCTURAL PANELS 4'PERIMETER EDGE ZONE-18"OIC-6"AT PANEL EDGES AND AT INTERMEDIATE SUPPORTS IN THE GENERAL FOUNDATION NOTES 1. Plumbing subcontractor to be responsible for adhering to all applicable code end ad PANEL FIELD Safety requirements INTERIOR ZONE-16"0/C-T AT PANEL EDGES AND 12" F- 1 General contractor to review plans,elevations,-9rid details to determine intended "- m bei hta of finished Floors above g !' - stl - AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 0 un 9 U typical rade. 2. If well plates or joists areaut during the Installation Ct plumbing fiMures or p un o equipment provide trading t0 tie framing back together. FOR ROOF SHEATHING WPHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'E5 ON EACH SIDE OF THE ROOF PEAK,THE 4'4- D. q 2 AJI footings l0 rest on undisturbed soil. PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. _ Z GENERAL HVAC SYSTEM NOTES - - 3 Provide%"expansion JOlnl material between all CopCfOle slabs and d1/UltingCEILING SHEATHING Go concrete or masonry walls occurring in exterior or unheated Interior areae 1 Mechanical subcontractor is responsible for adhering to all applicable codes and GYPSUM WALLBOARD Sit COOLERS_ 9"EDGE 110`FIELD (� r - -- 4. Concrete on 4"sand or gravel fill minimum,with x -10110 wire safety requirements. WALL SHEATHING In mesh reinforcing. STRUCTURAL PANELSWEDGE1] } o Interior slabs to be placed On 6 roll stabilized polyethylene ene vapor hamar 2. HVAC subcontractor to fully coordinate ani system data and requirements with the ad ZONE-16"0/C-e-AT PANEL EDGES AND 12" equipment supplier � p _ AT INTERMEDW ` TE SUPPORTS IN THE PANEL FIELD O O d 5 Provide crawl space ventilation per local code requirements. stl INTERIOR ZONE-18"OIC-6"AT PANEL EDGES AND 12" _ _AT INTERMEDIATE SUPPORTS IN_THE PANEL FIELD 3.HVAC subcontractor to provide final system layout drawing and submit it to general FIBERBOARD PANELS ]lib" stl 3"EDGE/S'FIELD Z r- 6 General contractor to Install cop-Ftex(or copper)sheet metal termbe shields contractor,owner, and equipment supplier for final review and approval - - - a 25132" Bit _ _W EDGE/6"FIELD Q between all Woptl surfaces that are exposed to CpOCfete Or masonry surfaces. GYPSUM WALLBOARD COOLERS _ T'EDGE/10"FIELD NEW CODEad 1'EDGE ZONE 7. - 7. Damppr00f eztenpf of foundation With a bituminous Opening e6 per Code and soil Is-O/C-B"AT PANEL EDGES AND 12" - --- - HARDBOARD _ _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD conditions GENERALWINDPROTECTION CONNECTION NOTES Bal INTERIOR ZONE-is-OIC-6"AT PANEL EDGES AND 12' Adapted Nom Standard for HurrlCane Resistant Residential Construction;SSTO 10.89 AT INTERMEpIATE SUPPORTS IN THE PANEL FIELD and 1995 SBC High Wind Edition Wood Frame Construction - - - - - -' - GENERAL FLOOR PLAN NOTES :a Fasteners and Connectors for Wood Frame Construction FLOOR SHEATHING -- _ STRUCTURAL PANELS-1"OR LESS 80 6"EDGE_112"FIELD _ 1 Dimensions shall take precedent over scale drawings(do not scale drawings). i.A continuous load path between footings, foundations walls,Doors,studs and roof _ framing shall be provided 2 All interior walls to be covered with W'gypsum board with metal comer reinforcng. TABLE 3.4 "FABLE 3.7 Tape, Float, and sand(3 coats) 2 Approved Connectors,anchors and other fastening devices not Included In the 1995 SBC HIGH WIND COITION WOOD 1495 SBC HIGH WIND EDITION WOOD FRAME ( � Standard Building Code,Table 2306 1 shall be installed in secondaries with !FRAME CONSTRUCTION MANUAL CONSTRUCTION MANUAL 3 Walls common t0 garage and house to have a layer Of 5/8 fire fated 'RAFTER SPACING 16'OIC rq T>) 9 9 aY gypsum board manufacturers recommendations RAFTER SPACING i6"O/C V, re garage side with 5'-0"return ed adjacent walls and calling. Manufactured lumber !120 mph FASTEST WIND6PEED f-"--- re cores 21a ars of S/e",fire rated F:OOF PITCH ROOF SPAN 4 Y 9Ypsum board 3.Metal plates,connectors, screws, bolts,and nails exposed directly to the weather or � � ltJ subject to salt corrosion in costal areas, shall be stainless steel or hot dipped ROOF ROOF NUMBER 3 12 15 zB' 18 i4 I, J 4 All bath and toilet area walls and callings adjacent to wet areas to have water galvanized PITCH SPAN (ft) OF NAILS 31p 4 6 8 14 U resistant gypsum board, or wall tile set on wonderboard or equal. a.I"2 12 a 512 3 5 7 a 4.Where windows and doors interrupt wood structural panel sheathing and siding, 16 n -- z 12 34 i DESIGN LOAD CALCULATIONS framing anchors or connectors shall be provided at the top and bottom of cripple 20 _ 5 5 r-'t` Z I studs,header studs,and at least one stud at each side of opening. 6 -- 1212-3-3 3 4 3 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS fiber) 28 7 10 5. Ridge straps shall be attached to each pair of opposing rafters except where collar 32 nl O _ EXTERIOR BALCONIES ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair _ 39 DECKS 40 of rafters 5,12 — 12 -1 L I_ ATTICS WITHOUT STORAGE 6. Uplift connectors shall be provided at each rafter bearing. 16 4� - _ ❑ ATTICS WITH STORAGE � �I \ 41 oq ROOMS (OTHER THAN SLEEPING ROOMS) 20 4 tech' 7 Floor to floor hold-downs to be provided every 48,and every 16"within W of exterior 24 SLEEPING ROOMS 30 comers. 32 61 to CRITERIA FOR CALCULATION OF DEAD LOAD B. SIII Plate to Foundation Anchorage. SIII plate shell be anchored to the foundation s 12 - i2---- `� ' ACTUAL W EIGHTS F MATERIALSREFERENCED ,I. with anchor bolts having a min. bolt diameter of 518"and 3"x 3"x 118"washers, A 16 it = I p ARCHITECTURAL GRAPHIC STANDARDS minimum of one anchor boll shall be provided within 6 to 12 inches of each end of 20 ;I -- each plate Anchor bolts shall have a minimum embedment of 7Inches in concrete/ m 0511BA4 b? masonry foundations Anchor bolts shall be located within 12 inches of corners and at 24- SNOW 28 ''; CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �OFf6S10N spacingnot exceeding 4 feel on center ,.— GROIJNDSNOW LOAD 145 His. - —. 9_ _ -- _ _ —__ _— 32 r,� FRO& IERMG SEVERE 36 Fr R, l LINE OEP1H WO � _— ___ 7121212 12 / r SEISMIC �r CAY MODERATE TOXEAW — [GENERAL HESNOTESARE GENERAL CLNSTRUCITON NOTES THEY ARE NOT - 16 ILFY Bll Hf TO MODEMTE - -- -- _wEN GN OF�GORY PECICALLY WRITTEN FOR THIS PLAN THEY ARE TO BE CONSIDERED A� 32 os r.i-.-R OESIGNTEMP H w I 8 - ----- 20 " - 'FiICLD UNDER- _ _ AB PER MANUFA REBS -GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR " .WIND ENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS 'S vMc NTREQUIRED SPECIFICATIONS%STATE CODE ___=_ 28 120 mph --- - - - ._ ----_ - - -__- __— "II I 'M HAZARDS DPOSURECATEGORY Is 36 I I, i Ii 1I i j i i l STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION --"-- - - FORWALLp^ENIM1GPROlECDONWinMI SECGVDINNo OUSTS (/) (I MEAN ROOF MI MB NTHILG'KBLv: 1u" . ._ - - i- - iI - --- I _ WINDOW AND DOOR SCHEDULE _ A CW25 CASEMENT 8.60 16 30 20 5 247 -32 4 50 q l 9 B CW-15 CASEMENT 8.60 8,20 10 5 259 -347 50 I ALL WINDOWS TO BE ANDERSEN - _ - __ - _ 1 1 !CALCULATIONS FOR WINDOWS BASED NPON FJ(POSURE B _ _ _ ` _ IMU6T HAVE DP UPGRADE KIT f COEFFICIENT 1 0 WITH 120 mph BA81C WIND SPEED. AS PER _ E _ (MEETS NY STATE EGRESS !REQUIREMENTS _ b 1 TABLE R_ 301 2(2)NEW YORK STATE 8l1lILOING CODE. _ FOR HABITABLE SPACE. !CUSTOM GRILLES-SEE ELEVATIONS - - - IOW, p 1 WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS_ Zlj Z I '!I 'Z! WRH MAXIMUM OF 84SPAN. FASTENERS FOR SPANS UP TO 6-0 SHALL BE 2112-I WOOD SCREWS AT ifi OIC,FASTENERS -V7(, 7QI ~ _ FOR SPANS UP TO B-0SHALL BE2 V2 -M8AT12"OIC TABLE 30121.2_ i" ----'I qW ALL NARROLINE WINDOWS MUST USE ! ( = HEIGHTAND REQUIRE THE MTALLA1gN OF A SPECIAL SASN uFf INCLUDED wn i DP UPGRADE SILL STOP KIT.)'. _ _ - - _ ! 11/2 HEIGHT SILL STOP (OR STOOXLANO THE ADDITION-OF A VY X 3N"OP UPGRADE SILL STOP. (_SILL STOPS TOTAL A_ 1. 1/4 I (_7 �! �.. _ _. � O'er 1 1 _ _ Ali 1 ALL UN MUST MEET OR ER:EFJI THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED j 'y N ;1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR _ 1 GLAZING MUST MEET ASTM E iBBfi TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. I !REFER TO SECTION R 1606.f.4 FOR ALTS_RNATIVE OPENING PROTECTION. - j I . r r I 1 i O 'Q a � Z n W LU BLY SHUTTER ASSEM ! _ _ w .— M N.T.S. I _ _ o D FOR PANEL SPANS:O<V4*WIDE SPAN TABLE 16001 Z 23/32"APA SPAN-RATED 4&24SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4-) O USE GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES LABELL 2 n ACCORDING TO LOCATION ' ASSEMBLY: ATTACHING STRUCTURAL PANEL FASTEN TO BUILDING w/#8x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW @16"OC OR BETTER ALTERNATIVE FASTNEft FOR SHUTTER TO BUILDING - - #10 TEE NUTS ATTACHED TO BLDG w/#10x 1 J5",(W/WASHERS)MACHINE BOLT@ 12"O.0 WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WTHDRAWL CAPACITY OF 490lb& SHUTTER ASSEMBLY ! BUILDING DEPARTMENT CRITERA - ---- " N.T.S. ID - - 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL -SECTION 310 BUILDING CODE N Y.S US DWELLING UNIT- SECTION 3U7 - 310 2 FOR PANEL SPANS:4'-0"OR WIDER SPAN _ ^ , � 2 HEIGHT 1T-6" SPECIFICATIONS AND ASSEMBLY IDENTICAL T00 4'-0"SPAN. FIRE AREA (sQ 1420 - TINGFIRST FLR CONSTRUCTION W NOTE ADDITIONS 240 NEW FIRST FLOOR CONSTRUCTION r-1 z }}.•{{ W 2x4 STRONG-BACKS @ 24"OC 1660 TOTAL U 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRIJCSION ASSEMBLY' 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 1395 WFCM HIGH WIND EDITION Z p. ODSCEW@12"VWOOD T02x4'S:#10xS"(w/WASHERS)GALVINIZED OR STAINLESS STEEL 1 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SEC"BONSK WOOD SCREW @ 12"OFC 6 DESIGN LOAD CALCULATIONS SEE PLANS O ALTF,R�IAT VE FORQP..E �TI^M _ 7 WINDOW AND DOOR SCHEDULE SEE PLANS _ _ O WOOOSipUCTUPALPANELS WITIA MINIMUM TMCNNESS OF I/1CAM MAMAIUM PAIEL SPANOFM4� 8LOAD PATH SEE SECTIONS PAGES 4 U- WOOD PCRMffhOFOR OPENING PpOlEC110N IN#IALD TWO STORY BUlM1pfi. PANELS 9NAILING SCHEDULE SEE PLANS SHALL BE PRECUT TO COVERGLAZEU OPENINGS WIMAITACHMENrHNOWARE PRESSES, 10 EGRESS SEE DOOR AND WINDOW SCHEDLILF Q LETTER TO SECTION w6elawNU teesa4AND TABLE Teou.141 11 PLUMBING RISER DIAGRAM N/AlY;�. LLI - --- 12 FIRE PROTECTION SEE FLOOR PLANS r \�Y �L,e `i�p9� z TABLE 18HEDULE 13 TRUSS DESIGN DRAWINGS N/A ---- " E y _ WINIBOHNE 0E0WG PROTECTION FASTENING SCHEDULE FOR W00D STRUCTURAL PANELS _ A T f 14 ENERGY CALCULATIONS --I;'TTACHED FASTENER SP DISK;(INCHES TL'<PANEL 1'd'<PANEL Cd'a PANEL I '1 1 �Li I PANEL SPAN< 2 FFlSIENEp rvV[ SPAN<4'.U' SPAN<C-P BPANafp 0]2]5A-1 i v2 Nn w000 sLREws In to 12 s . Op�OFiSS10�A. 2112' b WOOD SCREWS 1e 16 Te 12 9 THIS TABLE BASED ON q MAgA1UM WIND SPEED(3 SECOND GUSi(OF 190 MPHAMO MEAN N_OOF - HIIF41T0193'�W OR LESS I B FAS lhNEHSSHALLOEWSTALLEDATOPPOSINOETOSOFTHEWOODSTRUc"-L;PMEI C WHERE SCREWS ARE ATTACHED TO MNSONRV OR NASOMY I STUCCO,TBEY SiAu E I IIT I AIIACHW U 91 IANG VIBRATION RESISTANT ANCHORS RAVING A MWMUM WOHOIWWL I fAPADI OF 4.LES - -- Cu , � 1 cm RIDGE LL RAFTER - o USP RS250 AT 21' 1' ISI v b A RAFTER/RIDGE/RAFTERyn H T �� --- - --- ------ - - - - --- -_ - - -- -- - RAFTER KING STUDS e � RAFTER_ 4JACK p11 ILL, 1 RIDGE STUD -_-__ __-_ _ � 7 � >IRAFTER -____-_ _{� TOP PLATE R(�1 ... � USP RT3 - . . _ -__ - - - - -- 'J. W, 3! aTOP PLATE- HEADER USP RTZO-- USP RS250 AT 21" y Imo' {-WALLSTUD - USP R5250 AT 1B"- USP RS250 AT 12' Ca F- USPLSORTMU8 ES- STUDS WALL STUD Al .RAFTER/RIDGE/RAFTERWIOCT B \RAFTER/PLATE/STUD B RAFTER/PLATE PLATE/STUD - -- _ -- - C-- �H-EADERISTUD _HEADER/JACK F- ,D O a Z LUv UU 0 Q z D= hh Z M POST E� USPCBE - FOOTING C. - -•-i -- 2ND FLOOR WALL STUD - <j 2ND.FLOOR WALL STUD -� (� P - 1ST.FLOOR WALL STUD - O 18T.FLOOR WALL STUD (t ' 2ND.FLOOR PLATE 2ND FLOOR PLATE-- (u U G POSTANCHORFOR COVERED PORCHES SUBFLOOR---- --' SUBFLOOR----- -- - - - - - - RIM BOARD----- Kl RIM BOARD------- iST.FLOORPLATE -- it iST.FLOORPLATE - - -•-L Z SUBFLOOR - SUBFLOOR - - -- - - UJ USP KLFTA USP RS250 AT 35' -- - U USP RS250 AT 36' -- USP RS250 AT 16' Z 1ST.FLOOR TOP PLATES- - , - - 1ST.FLOOR TOP PLATES--- . - - RIM BOARD -- - �' POST --------- �J -- RIM BOARD - ----- ,. DOUBLE SILL PLATE U DOUSLE SILL PLATE - ---- O .. ' USP MP6F �---- -- - -- LL USP PAU - - - � IST FLOOR WALL STUD---c) IST FLOOR WALL STUD�- 0p FOUNDATION WALL ZFOUNDATION WALL .1., PC.FOOTING - O f P�<<�E t-,_Sy Y0h•4 W D FLOOR TO FLOOR D-- )FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORS FOR DECKS- 032254-1o`rxx5+-1 ��OFiSS\fie C �J U-) 1�