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HomeMy WebLinkAbout31115-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31383 Date: 01/11/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 630 NOKOMIS RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 3 Lot 19.2 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 4, 2005 pursuant to which Building Permit No. 31115-Z dated MAY 9, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN A & CYNTHIA SWISKEY (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 102421C 11/07/05 PLUMBERS CERTIFICATION DATED 01/05/06 BURTS RELIABLE /_'� �'z /_ Au ized i ure Rev. 1/81 IIS i Form No.6 TOWN OF SOUTHOLD nl 10L BUILDING DEPARTMENT TOWN HALL 1 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: L 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 $t 5.00, Commercial $I5.00 r Date. New Construction: Old or Pre-existing Building: _ v/ (check one) Location of Property: -L-3a K�AKg&A,S �Rp— -- House No. Street - Hamlet Owner or Owners of Property: So Suffolk County Tax Map No 1000, Section �'(?j9 _BlockLq1._Z Lot-Lot--. �—_ Subdivision_ Filed Nfap. Lot: Permit No. 311 I S a" Date of Permit.___ Applicant_ _ Health Dept. Approval Undenvriters Approval: Planning Board Approval: Request for: Temporary Certificate _Final Certificate (check one) Fee Submitted: $ Applicant Signature co 31383 t Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 11/7/2005 375 Dunton Avenue 102421C East Patchogue, New York 11772 (631)286-6642 Issued To: John Swiskey Street: 630 Nakomis Rd Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lic. # 4141-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool LI let Floor W Indoor ❑ Basement ❑ Hot Tub O Residential ❑ Det.Garage CJ Attic ❑ 2nd Floor W Outdoor ❑ Addition f l Survey Switches Receptacles Fixtures GFI Heaters A/C Fans j 11 10 11 1 1 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector I 1 200 1 Bldg. Permit- Other Equipment _ 11- 200 Amp Main Breaker Panel Hugo S. Sffrdi President i Rough Inspection: 09/15/2005 Inspector: John Mc Matron III Final Inspection: 11/03/2005 Inspector: John McMahon 111 This certificate must not be altered in any manner. Inspectors may be identified by their credentials. ��O��S�FFO(K�oGy ii,aq ,tail. 57095 Main lio;Jti 2 Fax (516 705 E. P O. Box 1179 Telephony (516) 76`_ "o „_;.lhold. New Yore 1 I<J710!- �or � �a �rxr OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Date: I 5 1 10(0 Building Permit No. 31 IIS Z- Owner: Gk Sr.) i Sy P V (please print) Plumber: 5-ir-j-c �e 11�61e (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 7 (plumbers signature) Sworn to before me this day of J ,tk/3 Gn 2001 NotaryPublic, SlAutr County ` )�kg Aj6h& BERNAO-M L.TAPLIN NOTARY PUBLIC#4844993 Slate of New York Residing in Suffolk CoaolY Canmission E cores::e;,t Ilia-70 II '� 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. 31115 Z Date MAY 9, 2005 Permission is hereby granted to: JOHN A SWISKEY 630 NOKOMIS ROAD SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 630 NOKOMIS RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0003 Lot No. 019 . 002 pursuant to application dated MAY 4 , 2005 and approved by the Building Inspector to expire on NOVEMBER 9, 2006 . Fee $ 150 . 00 .2 T q - - Authorized Signature ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS ' _V 9 i FOUNDATION(1ST) - -- -- ------------------------------------- FOUNDATION(2ND) -- -- v z a ROUGH FRAMING& PLUMBING a U 3 r m INSULATION PER N.Y. STATE ENERGY CODE rr nn V• O C FINAL - ADDITIONAL COMMENTS C, -- - --- - - - U' -- 7C o m (7 Z - x m o v1y`�rF SOUtHp 41v TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE Q INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ OU H PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE - INSPECTOR 3 I ' ' 765-1802 BUILDING DEPT. INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [X' ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE _ °2 INSPECTOR TOWN OF SOUTHOLD i�IOPERTY RECORD CARD 'S 2 OWNER STREET VILLAGE DISTRICT SUB. LOT FORMER OW ER N E ACREAGE �Ps �. (�, �P Bic k Y' _ 1-t")r . 6k SW TYPE OF BUILDING fY/ l/iC Ar life/ U`'. �09e,y�e � RES. �/D SEAS. VL. FARM COMM. IND. CB. MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKSp CO 9 1 1 d Z . /Z/ �� ✓ C l s, 12O / 60 ZL- 7 / /c Bae. PNR L L if02/ �. PWc4 hart' 3vu ' a5 Qo 300 `/�/9/7� `li ! 2 von i 3 �, � l✓�fH.9; Ttn4 2puRro/3 � 6yos / Ivo 7S s Zoo 9./� � / G y �Z- P. G✓•cf!! a; To w ,'.�a ✓�d a 7 �GE s-h° o I�NG CON � n ABOVE F�76 1 - - u 40 P %.r -? - L E, u v t R'�Y W V ►t �` S36o91W.YaLle FRONTAGE ON ROAD BULKHEAD DOCK Tillable 3 /, ? R��l� P \C/F/' riC IR LC ' ♦J�• cl'll,N Iii df GI IP Woodland (off O �f 8%Goo /983 Swampland (G Brushland If House Plot Total 12 nau.; -nem Ctni 1 n. F4 u I 37 'a l eK. et •f" c. a'i�l�z• tom;:' �-{--� i 7& M. Bldg. �7A 5(S - '121r3�a ZSZ Foundation e Bath Extension /dT�L�B 3 y( j Basement �RR�} Floors © � 7 Extension Exfi. Walls Interior Finish SS/ Extension _ i Fire Place _/ Heat d j� Porch I Roof Type 1, Porch Rooms 1st Floor Breezeway � Patio Rooms 2nd Floor Garage 2 L Driveway Dormer O. B. X /_4��:�� 4l �2f 2k - 3 - / 7 - M{94aM M R[LLS YO R]SMIf {x0,w'+(IfGx r,{.ew<2r= I wu aws.r ws xcx ssm<a rrrTu{(o. m;e<ewxa IS9M,MM W i<I[SfSWMi OI iM Stl r M I(/{TM YeYI{E6 Oe< CN [.w.•. 'APPLICANT:_________ AOORE95___________ 5 X4 1z "\ Rl1IA0La COWTT azunl oEPM1YlAT 3 MMWJU 251976 H. o. vay. TRo avteae AlaPoaal wad ra{ar SUPaIV rao3litlea Car this location Rove pian JOWARtoa RT Chi. evver{aoet aoG round to N aaLialwe -/�� ///��{ ChiK b -4YAM1 TAA, - SarViaao now or formerly Henry W' Drum 8 Joseph Solond 1 ib � 213.52• ,1 i 0 L7 �j sl M D o to Z to I in O w 2 in O ' X oArea =27<663 E0- .^AAA,,a m w qy I g @ S m 3 220.60 P m 4 I o IS. 2 ;- S.85a5900-w- in i �j ^� c O w � n20 Son7ob , ` now Rr formerly £ ti I tl $ Ii I _ ,AWATHA�S PATN �, � NOTE• 0=MONOMENT THERE IRE Avm11ELt/Na3 w/TNN/Od Or TM/S PR IFISIF T LOWER MAN 3700SE SHOWN MEREOIt' WA MR SERPKE-AIV1,4TE M I tE OF NF wev[e.Oxv YOUNG & Y 1/'O W. + r 44LY//,/9T8 400 OSTawNUEa AVENUE. a1V1AY�01PL He<[ I<LOEN W....G ��� •' SURVEY FOR: x'•a.rcx a'95593 K r.. rx<.a........•<<..<.. LESLIE E KUNST L.9 [,Ao wn+r I `� a 3 •<r...•..e m. m"` AT SDUTHOLD GUARANTEEO TO: LA0CI60 TITLE/NSUNaHLE CO. r.wwA+i xxur<tl.< axe m Tow.of R/VERNEAO SAVRTLS 99Nr II :'1:`rr.':.a '.:"•aM`.�a ....' SOUTHOLD - +n.{..n¢awn mrma..x<{va Or 'J. '- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING D PARTMENT Do you have or need the following,before applying? TOWN HALF Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. s I I S Check Septic Form N.Y.S.D.E.C. Trustees Examined '20-5— 205— Contact: .Approved ,20-- Mail to: Disapproved a/c ----- hone:- hone: !s Expiration - ., 0 � - 14Z J l Q ,I ut mg In etor II , A PLICATION FOR BUILDING PERMIT Date 20 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. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �c h n C tt n� 1 r c S ,;�-e Li (As on the tax roll or lat6st deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: (4-1 ')Q q"C-,M1S VO House Number Street Hamlet County Tax Map No. 1000 Section I73s q Block--;L8 , 3 Lot Subdivision Filed Ma No. P e� .Lot- _ pro ow(Name) —01.8,1,, 1,:, ,1Z mts 2. State existing use ar- occupancy of premises and intended use and occupancy of proposed construction: a. Existing use .. d occupancy I 2 n, ; Lu ncr +an CL b. Intended use A occupancy ni • LLA Cc r , L.c n C�1 T 3. Nature of work(che which applicable): New Buildin�Addition Alteration K Repair i,emoval Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number , dwelling units 1 Number of dwelling units on each floor 1 If garage, number )i cars 6. If business, commer,:.A or mixed occupancy, specify nature and extent of each type of use. t AfI 7. Dimensions of exist :._ structures, if any: Front__ _SCJ / "` Rear 2 C LIE� Depth ( r % Height 4� Fi Number of Stories I Dimensions of sar a structure with alterations or additions: Front Rear Depth __ Height Number of Stories 8. Dimensions of entir ;:ew construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front___I2`I,-1 Rear it 6 .l4 Depth X13 5 i 10. Date of Purchase(O I G �. kgcG q Name of Former Owner G, Ie5 n 11. Zone or use district _ which premises are situated kes clan" 12. Does proposed con!.. ;ction violate any zoning law, ordinance or regulation? YES_NO SC 13. Will lot be re-grade YES_NO \r Will excess fill bc•removed from premises? YES_NO_l0, 14. Names of Owner of .amises.la+N IC,,Nro,F, Sw,se=_Y Address&3QA(at Ls 14.5arni2%# Phone No.7„s -3904 Name of Architect tig Pkan,,D AddressPENNer "mm_Q_ Phone No 4l'l-o*oo Name of Contractor 13,., C.+iww\ AddressPo . Phone No. 7L 5 -51 z Z15 a. Is this property wi n 100 feet of a tidal wetland or a freshwater wetland? *YES NO 10 * IF YES, SOUTHOLO TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property wi _:n 300 feet of a tidal wetland? * YES NO a * IF YES, D.E.C. PER•,:ITS MAY BE REQUIRED. 16. Provide survey, to s .1e, with accurate foundation plan and distances to property lines. 17. If elevation at any p—rit on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK' S COUNTY OF being duly swom, deposes and says that(s)he is the applicant (Name of individual . .,,ning contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, is duly authorized to perform or have performed the said work and to make and file this application; that all statements contain in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner: forth in the application filed therewith. Swopto before me this �t day ofM AwY, 20 NotaryPi .ic Signature of Applicant LYNDA M BOHN NOTARY PUBLIC,State of New York NO.01 BOSOM32,Suffolk Tam rexpins Marl k + ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) /- Zone 11B For: Ja c k S w l S ke s Per: pea 6 y L�ti �'. 2 L D4 Gan Ma ormis Roo Sov 44* r d Dated: 2 t 6w DESIGN CODE DESIGN CODE SUBSYSTEM AREA ICU, CCU, UA UA Exterior Walls y D 5' '0 ' /045 0.1/4 q 2. 31 S-4- 70 Ceiling Roof 2 3 9 0 , V3 0.031 7- /41 7 3 g Floor Over Unheated Space 2 3 B D LIS 0.05 0 D Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 6 .3 7 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 hisulation 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, G belief, & professional judgement, , these plans are in compliance with,the code. ENERGY CODE CALCULATIONS CHAPTER.5 SECTION 501 Detached One and Two Family Design Criteria 5750 Degree Days (For Non-Electric Heat) /- Zone 1/1_B For: d C [ S w r S K es Per: �rn R y * ham, 24 DV G 3 0 NG K0 M,S o• S004401Dated: 2 ! Ow DESIGN CODE DESIGN CODE SUBSYSTEM AREA CCU„ <c„ UA UA Exterior Walls y0 � 0 . /o`f5� 0.14 42- 31 5'6. 70 Ceiling Roof 2 3c? O v3 0.031 J / 7. 3 8 Floor Over Unheated Space Z 3 B D B 5 0.05 ! y V 0 Heated Slab On Grade 6.5 Unheated Slab On Grade 4.5 Basement Wall 0.1 Crawl Space Wall 0.06 NOTES: 6 3 Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage Building Envelope Systems to meet requirements of Section 501 The mechanical systems and equipment including: HVAC Equipment,HVAC Systems,Duct Systems,Ventilation Systems and Insulation of Piping Systems to meet requirements of Section 503 Service Water Heating Systems &Equipment to meet requirements of Section 504 Electrical&Lighting Systems&Equipment to meet requirements of Section 505 f To the best of my knowledge, ' f belief, &professional judgement, a these plans are in compliance withathe code. I I i APPROVED AS NOTED DATES B.P.i il.l1 ILICJI ILJI al lCI1�,L'. II ,.ti;1,1,i JUJUJ1Lll I'it I' L I I I i u "WILL I LL h II 1!1:1! I II -I ' �? NOTIFY BUILDING DEPARTMENT AT .-Iltl IL II IIl I IP 1LI I III 1111.'[ J i III I ,I !ll J t 1 i . 1 1 - I I I . I - ��I-, -I I, i �. I I 1 a T ll.L, Lll llp-J,II,! _ lI ! JL,II!!1 U I11 II!- ,I 1'i 1 - -L I I- _I b > 7654802 8 A TO 4 P FOR THE L - 1 L _ i _ 1 - _ _ -'I _� ! - -i 1 I I 1 i _1 -- �I. '�- �4 '' '$ O FOLLOWING INSPECTIONS: -; - i 1 -I - 1 T 1 'L � IJIG ' - �` < n !" i= ' L FOUNDATION - TWO REQUIRED - l II 1LI �__i L_I _I_.J _I L _ I_ � , L- �� 1 1 I t, - II Il Iq a� J �I r `g+ ' lF 1 l I ' 1 ' I'LL .l Ill L: o , iz FOR POURED CONCRETE , -1 - -- 2. ROUGH • FRAMING d PLUMBING iLLIIL �• - - I , lil�l lull I�Il ll _�t 'll LI _I i L '� j '11 II 'I Ili ,i I it ill 3. INSULATION IL_lll�liJ 1LI �I � l. i I' ILMI Il I! :IJ I� 11 il.'G � 111 , !: I !:' III 1 'i-!1I: � .I 11 '1 III I ' ' _� I II II I- I, 1 -I y L I ' 'I-i 4. FINAL - I : z CONSTRUCTION MUST Ii, II 1L.i_I1- 111 ' 1 II 1111 II ,1IJ .JI 'I 1111 i, II 1 '111111 '1' 1 ', BE COMPLETE FOR C.O. VLI �. li 111 II! Ill'' 1 �1'II ILItti:� II III I� J II II ,�I !I I��i1 ' l 11 tI,11 11111.111 ! n �,ll ! � II ;'I II II Ii ,I Ii L�' '' ! � I �i ' II . :!III I!I li 'I 311 < ALL CONSTRUCTION SHALL MEET THE i .It _ - _ _ 1 { 1 1 1, u I a Y' REQUIREMENTS OFTHECODESOFNEW 1111 II1�1' i ! - - - - 1L 1 'L 1 11111 h 1 .1 11 a '1 'I i'1 it 11 t. I; I! ' 1 11 IIII I; ' p N p m', YORK STATE. NOT RESPONSIBLE FOR II_L1111411� �II 1�� `,IIII- �II,11 itL1 111 II 11 i'I�� , I'�', 11 III 11 1 1II, IIi ,'1 II 1 .� 1 _, -J� !u 1j I 'J I11111'LI �+ DESIGN OR CONSTRUCTION ERRORS, l 1 IfI�LII11�l1 1 1 ulULll'I I � t 1 L 1 . J ' f!1L 11� I I I 111 III 1 !� I 111�1� 11111 ll ', �iI 111111 ! 1 I 11 1111 i L L L l l l i 1 1 111 'I 11. 11a j1._I - 1; I ' - I . I 1 Z-kn COMPLY WITH ALL CODES OF u, 1 .1 O; NEW YORK STATE d TOWN CODESi - FI fl,'t r AS RE UIRED AND CONDITIONS OF l - l . - _ I - � I_ I H ,1 . If. ti FL ._ - I � ; � 1 .._IIIi ; � �l � ,+ - > [A SOMOLDTMWN2BA z, � z X', O , SOUTHaDTOWNPIANNNGBQIAD _ sounlaDTOWN TRusTEEs m se Z 7 U N.Y.S.OEC 1 � ' 0 FLOODColl WITHZONFRONT ELEVATION COMPLY WITH ' q ER"�" FLOOD DAMAGE PR VENTWN SN,',CODE, SCALE: I/4" = I '-O" OUTHOLDTOW 0 z OCCUPANCY OR LuW in USE IS UNLAWFUL WITHOUT CERTIFICATEa z a OF OCCUPANCY 0 0 z v ALL CONSTRUCTION SHALL INIEETTHE REOUIREMENTSOFTHE I ! F'NEW YORK STATE. coP�s.4 I . 1 L„� 1 - i l UNDERWRITERS CERTIFICATE h 1 _ i III ' 1 1 1 11I REQUIRED -- - — I ' ttE6y y Z PLUMBER CERTIFICATION - - - - - - - - � ON LEAD CONTENT BEFORE L_. — - CERTIFICATE OF OCCUPANCY _ SOLDER USED IN WATER -- - - - - — - SUPPLY SYSTEM CANNOT aCEED'2/10 of 1%LEAD. - - - - -- -- � L - (u o ALL PL PLUMBING WASTE _WASTE - _ 8 WATER LINES NEED _ TEST114GaFFOPirCOVPI Kil ELEVATION 51 1/4" = I '-O" O N W IL Q r x zI, a ' -4'X 4"ACO POST F # ---- - - - - e'SONOTUBE Z O - - _-- 22"BIG FOOT 10 N V' i I � Z ' . 'p, INI o,, , ml m x I N } 2-2"X B"ACO GIRDER BOLTED 4"X4" ACO POST �[ - LU W/ I/2"CAA ZRRIAGE BOLTS KJJ I IQI EXISTING ZUI ' JO Im Z t IaliO 5 In EXISTING FOUNDATION WALL AND FOOTING5 H O `O d o EXISTING DECK z r Lu Y � r fM0 1 z v m i I NEW FL TO MATCH EXISTING FL. ALIGN NEW SUB FL MT. W/ —' FX15TING SUB FL IN LIVING ROOM I I 4-4 II2"% LEDGER BOARD A 1 BOLTEDD E HOUSE W/ I/2' �,. 4UFSy V/ CARRIAGE BOLTS Y09 Lu i / �u p W - pG ti z LLI 0 E%15TING FOUNDATION WALL AND FOOTINGS " CONNECTORIELIS JU52 10 �.O 6]Y'.'S4-t ��V / Z A 2"X I O' FJ_ W C 9OFEssUa � O EXISTING FOUNDATION ':x / 1 I Z f WALL'AND FOOTINGS J -- ""' -- X O"PJ _.. % 2• BUILD UP'CONG. a - - - - Ld EXISTING STOOP NEED5 TO x 0 BLOCK TO BUPPOR¶ - _— - - ---- -- " m -_--- --— - _2`MBTAGQ MLBOARD BE FARTVLY REMOVED AS m T DBL. FJ 0 BOLTED TO MOUSE W/ I/a. NEEDED TO CREATE ENOUGH CARRIAGE BOLTS SPACE FOR 2"X 8"PJ O ` -- O 2'X 8'IEDGER BOARD PROVIDE USP JU5210 ;h " L� ` - I O BOLTED TO NOUS[W/ 112" CONNECTOR � I d 4"X 4"ACO P05T • 2-2"X 8"ACO GIRDER #. 90NOTUBE BOLTED TO 4'X4'ACQ P05T PATCH AND REPIAR THE W/ 1/2'CARRIAGE BOLTS FOUNDATION AND 22' BIG FOOT B EXTERIOR WALL ACCORDING TO THE A DAMAGE DONE BY REMOVING THE U. o FOUNDATION PLANGARAG[DOOR O N SCALE: 1/4" = 1 '-O" �. Q 2 I EXISTING --- " I N Z NEW - -- -- 11211 CARRIAGE -- E30LT5 NEW DECK ,� E \ -- EXISTING _. TOP PLATE ' Z' U) '.ALIGN NEW CHECK HT. b �, W!PJfISTMG DI'.GC HT EXI`:TIIVG F, to t� co GEIaIL -I-- - - --. L{ c Lip Y Z, c5 C3 ', EEMUVB A(14TING 3TAIF.9 jp AMC) ADO IN RAILING � I EX15TI'NG �_DECK o a LUm LU mm — I 0 w ^O ex1 .2W QSLAbS QOk OR T DETAIL MIIAAN Z � E7415T{Nl9 5 ECJ LO (D . UGHT TD NEW SKY UP REMAIN LIGHT TO 5E .._ I VELUX i. All �EtJICWWUSFL r1 '{ 1 . I 'F= W/L%I$rTINC 51.113 FL �...I'�\". NEW SKY LIGHT" , ff 5FACE0`SAME An I; E%15TING SKY LII H P REMOVE,EXISTING: INTERIOR WN4 P " 11y9 CATI1Et7R.ALILC'ICINCn E%151IAIG WINDOW IL of TO REMAIN REMOVERiQC1 W , EMI5TING CJ D EQ WAIF { I O T EQ uj � ' .' W1N7B R ' INGLOf �' it I . 1 ci ExF(75ED X e , 4` - (, 5ANDWICH M51 t C RR, 1 (5EE O�iAIU N 6OLT .. GNz Wj 1/ IAGE 8 .. BOLT&. SPACE A5[NIOWN REMOVE cxp, IWG GL05kT LL V2 WALL FULL WALL , � ', O . 'AEMbVE EX15TING n ' Sr1ELVE5 _ I- - I , a I' Fp.,k'SNR fDOOR 2 2'X 8"HEADER ^- s t / I L aVek DOOR MOOTH 5TAR i. �, { -� .. PAicW AND REPAIR, WNL A9 NEESIEO, ' ( 530 DIPG 'i (• —? aose C`.10" 7-Glr- ,. I•-fi• ���IP 9 t 1 y,, ( T t NSI �f . 1 J Il _ - ,,;SEND EX15TiN6iRS•IOP T,.1'� _. S I ;. �� � I 12 SCALA 1/4" 1 '-0" I r - - A � , OI PATCH AND REPAIR ROOF AS NEED DUE TO DAMAGE FROM REVERSED GABLE O EXISTING FIR OUT TO ACCOMMODATE EXISTING 2" X 8' RIDGE 2" X 10" RID E BOLTED TO 1-1ib VIDE USP RT7 EX15TING RA ERS W/ I/2" ° 2ONNEGTOR 2`-2" X G" TOP PLATE 512E OF INSULATION 2"X 8" R.R. @ 16"OC�� 2" X 5" GRAFTERS1G." OC HUNG BOLT fR M .,'�'�'l� R- 19 INSULATION i,,z ! a PROVIDE I/2° �llar-li 2-2" X 8" CT BOXED W/ CEDAR ARRIAGE BOLTS o1"�i �I m BOLTED TO HUNG 2" BOLTS 2 CARRIAGE OX i- ILL-JA LL 2 X 6 EXTERIOR ;Di y WALLS TO REMAIN HALF-WALL I�� PROVIDE U5P JU52 10 ; ,�I, p. ul - R- 19' INSULATION 'Z� CONNECTOR ZIO O 3/4" CDX PLYWOOD 2" X 8" RIM J015T ppCC Q BUB-FL ! III - 2" X I O" FJ 16" OC TEC O% 10 li o I '�''I TO 2" X 12" LEDGER NEW FL. TO MATCH EXISTING FL. PROVIDE USP JU521 O CONNECTOR B 3/4" CDX PLYWOOD OLTED TO EXISTING ALIGN NEW SUB FL. HT. W/ CONC. WALL W/ 1/2" EXISTING SUB FL. IN LIVING ROOM 2" X 8" LEDGER BOLTED CARRIAGE BOLTS SUB-FL TO EXISTING FRAMING id 2" X 8" FJ Q 16"0 PROVIDE USP JU52 10 _ W/ 1/2" CARRAIGE S - 4 ` ` y s i p y r j s CONNECTOR 00 FOUNDATION REPIAR THE 0 B PATCH AND - -.. .. - a. N AND d Z ( XTt*JOR WALL R- 19 EXISTING R- 19 W v INSULATION �� EXISTING ACCORDING 70 THE BUILD UP CONC. 4 CONC INSULATION FOUNDATION AND P1 BLOCK TO SUPPORT `-SLAB CONNECT RAFTERS TO O "- coiAMAGE DONE BY FOOTANG5 - DBL. FJ EXISTING HOUSE FRAME ($EMOVING THE SHINGLES TO MATCH �+„�'•. GARAGE POOR' - U15TING SHINGLES Q Z c r, -, r-• I/2" CDX PLYWOOD a' 2" X 6" P.P. I G" OC AZEK BEADBOARD PROVIDE RT7ED CONNECTOR SECTION A-A BOXEDBIN W/QI GIRDERX 101' AZEX i SCALE: 3/8" = P-0" EXISTING _ RAILING HT -+ MIN OF 36"I s r � l � , w I I 5/4" X 6" TOP DECKING •O9 0322M 1 ism/ Z �fES510PIP,� 2" X 1 O" ACQ LED 1 " X 1 O" AZEX BOARD 4 1 --------- — -----_---- . . i__ _ 2-2" X 8" ACQ GIRDER 77 1�1 O J BOLT E W/OI 215TI / d // h 0 BOLTED TO 4'X4" ACQ POST P/ 4 D rl � _ W/ 1/2" CARRIAGE BOL15LL BOLTED TO 4"X4" AGQ, POST CONNECTOR CARRIAGE BOLTS O 2" X 8 ACQ FJ 16" OCA PROVIDE RT7 PROVIDE RT7 2" X 8" ACQ NAILER 2-2" >Y 8" AGQ.GIRDER PROVIDE USP JU526 PROVIDE US PAU44 CONNECTOR CONNECTOR 5 CONNECTOR m W/ I lie . L S - VINAL LATTICE O PROVIDE US'PPAU44 4" X 4A1 ACO P05T SERIES CONNECTOR 4' ?�h4" ACQ P05T � 8" SONOTUBE 8" 50NOTU5E 22" BIG FOOT MIN 22" BIG FOOT 3' OF 3' i'RQtvi GRADS MIN FROM GRADE 5ECTION C-C co SECTION B- 5 LL O if - SCALE: 3/8" = I '-O" w Q SCALE: 3/8" = I '-O" ° rl ,a, d Nti i�3� _ GENERA CDN$4RUCF' N: GENERAL FRAMING NOTES - L ���µ� bull 1 I` di po np4anoan ai current Maur t,All walls,2x4 and 2x8,M be stud grade or fascist 18"ok. AO other framing material MAILING 8 C H E D U L E - - - --- - f " I 1 The inform rim an 40 asl oT n documents b to MIM bask:design - li � Adie; gad p ls"bitdbn aid,dnot aw d 32..Allw000wa�WbeUAL r masonry p n46Roo uOIMGM T DEBC RIIPTIDN OD FAA iME CONSTRUCTION MANUAL NAIL DUALITY NAIL SPACING III III I aMtsubWldM RL1ep ht' rofeH finished, ding aMnMrd otherwise In Contact with concrete or eta undo all LwNs parallel M noor)olst span dir4otlon unless o aT r n w_N IN p- - -- -- - - - - - - -- -- _ - - ---- - - . - _ . _ - _ . _. .-__.._ o ]r'v",^�"J Ya* TABLE 3 1 INCLUDING 3 3 ANO ] g I cons 2.Gena .- - _ 1 N - _. . _ RAFTER Bound, ICOrIbaaMriDp idifgkeafi outs wptrootprs,sohadUlinp Of work,anu CEILING JD 1ST TO TOP VLA TE ,TOE NAILED Ifi U'WALL 3 0tl PER D TIIS ' RA ER TO TO PLATE TOE NAILED_ _ _ a 0 WALL 3-!d PER_RAFTEA on balwtsen IT 4 ,. 4.Provide x"breoing or solid blocking at a maximum of 6'-0"olc fon all dimensional �o lumber Door Joists. :, - _ _ _ 10.4- WALL 418d PER Jo IST 3.The eferou contractor s� CEILIN9 JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 T EACH LAP ya1 4 reNwnYlblskrwwtlnpdat all wokand Conwuot on CaIL(NG JOIST LAPS OVER PARTITIONS FACE NAILED' SEE TABLE 3 T EACH LAP F p 'masts ora%Caads CMRelltlirdersf dliltp:endbrad aaEas,Cldinancas and regulations, 5. Floor conahuctlon:76"tongue and groove plywood subfbor. Ftrdshed matsriat M be COLLAR TIE TO R AF TE li IF A C E_ N A ILEO _ _ SEE TABLE 3.4 PER TIE - ' ' D IIT ate. Thane eetles.ars 14 heooCgderodps part'of the epaeiflcstlons for this building applbd over eubfiogr. Glue and screw plywood deokingMfloar Joleb. eio CKlno TO RAFTER IiOE NAILED y-cid EACHEND N IFS and should be edharedto"if OW In varlance with the pian. RIM SOAND TO RAFTER TEND NAILED 2-1fitl EACH END � Q , I � 'Q I ' 6.Afiwindow and door headers M be minimum(2)2x10 unless otherwise specified. WALL FRAMIOIG 4.Olmenawns shall 41 ptecedald avenaoele drawings(do,not scale drawings). An Interior headers M be(2)200 Unless otherwise specified. TOP PLATE TO TOP PLATE IFACE NAILED 2-16 d PER FOOT TOP PLATES AT INTERSECTIONS_ (FACE NAILED 4-1ed JOINTS - EACH SIDE STUD TO STUD FACE NAILED 2.10d 24" DID 5.The desiig,"ner has not been enpoppddprjp, r�conaWciion supervlaion and assumes no 7.Provide Dull ootid blocking under all bearing WRNS. READER��TO �MENDER IFACE NAILED 10d 16' OIC ALONG EDGES resp insibill for wnstnuwan wergkleMWith these plana,not responsibllity,for ., TOP ON BOTTdM PLATE TO STUD END NAILED _ 2-18tl PER 2%4 STUD III r ' II ' I wristiuo tan gleans,nle"B,tad11 1LIM,Sequences,ar-procedums,or for safety S.NI beams M have adequate bearing at asch-end or as opeci led. .. I - 3-18d PER 2X6 STUD proaetlibno and'prppromm,lncetinestWltvii the work There are nowamnkes/or resBOTTOM PLATE T -1 _ 4-16d PER 2x$ STUD eCM _- , spp LAOS w � kllglNad In that;use of dleae p . � 9, ficah beam and joist Intersections M onahave gelwnlaad hangers. eAxoJO IeT J FLOOR JOIST END JOIST. OR BLOCKING FACE NAILED 2-1 cid - PERFOOT S.Referto Door piano,o)dWorGOVatlogrt,and WIU&Nr sehedub•Mr types and aim of 1O.Typical exterior walls and roof M be sheathed with'A"extedor lintde plywood or FLOOR FRAMING ,', ' windglNe. An wrolowsM be AnOwW 'pafomtaltce qualityWes roved UW. 7118"DS9 JO ISTTO 913.1 TOP PLATE, OR GIRDER TOE NAILED 2-fid PER JOIST C hYpV'I pp eq plywood,group 1,APA rated. Plywood M open overall plates end JG a T_N D TO JOIST' _ _ ITO E N A IL E D _ _ 2-fid EACH ESD I _,_Y headers. SLOCKINO_Tp J.0IeT TOE NAILED _ _ 2-8tl EACH END 7.COOT and Window headers M align MrlbM alherni noted. BLOCKIFIG TO SILL OR TOP PLATE ITOE NAILED _ 3-16U EACH BLOCK ggl��e i 11.Provide lnleulatiw bafibs at save vents between rsRers. LEDGER 'STRIP TO BEAM FACE NMLED _ 3-t 4 PER JOIST EACH JOIST 'I con ctor sNND o is t ST r5or trud�o �eT Ieel�sad6�s O f .Nw.0 codons an appk08ble Codes. i2Exterior NBlhing a and Installed 88drer all UIMd b i��e betweenaU%Ots wells. B IN 0 JOIST TO BILL,O q TOP PLATE EOE NAILED 2-16 tl PER FOOT I . = chimneys,P IsOd q Y PPoved ROOF SHEATHING - =i 9.Genets comrastor to consult nate With the owner and the plans for Oil practices. STRUCTURAL PANELS 4- PERWETER EDGE ZONE - te' OIC 11- AT PANEL � I bulk In items such as bookcease pantry.pbsets,etc. EDGES AND AT INTERMEDIATE SUPPORTS IN THE Q. '. I0 ,wnL� y j',; thl�-�.�, 13.General contractor to provide adequate attic ventilation'Bnd roof vents. - _ I'd PANEL FIELD - w" y, Inn 10. Provide hwdww4a A RPiballarybackuponalificorsandinsoch INTINTE INTERIOR ZONE - III OIC - 0" AT PANEL EDOEe ANO t2^ V ed AT ON EACH SITE SUPPORTS IN THE PANEL FIELD bedroom,veriyy Wkh'toDal llode "'IOM air perSeotlon R317, New York State t4. Provide appropriate octet ventiletlon at ovedtangs. Fo R OF SHEATHING WITHIN 4'-0' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'A' ON EACH SIOE OF THE ROOF PEAK, TH 4'-0' Reildgn(tsICMIeGllCgan T:Olb., " I It lfloncodde deMOMr9 as pecaade. PERIMETER EDGE ZONE ATTACHMENT REOUIREMENTS SHALL BE USED GENERAL PLUMBING NOTES I - .1� CEILING SHEATHING GENEIsAL FOUNDATION '� , .tea PSUWALLBOARD 6d COOLERS T' EDGE 110" FIELD GYM OA 1.Plumbing subcontractor M be responsible Mr adhering M an applicable Cade and . ._ _.. aatsty requirements. W ALL aHEATHING 3 1. G.eMrr W oontgµtlr tomview allots,and details M derennlne intended STRUCTURAL PANELS rd 4'EDGE ZONE - 16' O/C - a" AT PANEL EDGES AND IY LY 00 itaitl"'"�01Dni�hed,-(Io0Ff8)a t)e. 2.If planta or,Jaets ale cut during the Installation of plumbing fixtunes Or - A T IN TE R M E O IA TE SUPPORTS IN THE PANEL F IE L D o Q s- equipment provide bracing to be framing back together. res INTERIOR ZONE - ib' OIC - d" AT PANEL BODIES AND 12' r �.ily�. AT'INTERMEDIATE SUPPORTS IN THE PANEL FIELD Z n 2.All footingaMfOstd<I Wldlai'"•{R14l 1D( FIEERBOtARD PANELS i1I H' etl ]" EDGE / d" FIELD W �. GENERAL HVAC SYSTEM NOTES _ - 36132" ea 3" EDGE / fi' FIELD - " W GYPSUM WALLBOARD 6tl COOLERS )' EDGE / tp' FIELD LU r 3.PnoyJde°K"ex9.pebngobtt Fall wnaete4lea.arM'abottlng n fid 4 EDGE ZONE - 16" DIC - B" AT PANEL EDGES AND 13' (',� DO condrotsormisonry biL, or oruphealadinterior areas. 1.Mechanical subcontractor is responsible Mr adhering to all applicable Codes and HARDSOARD _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 4. Con 4' rd'I , ulsty Iequirorrrerfb. _ _ _ Inhai mum,with B A-1N io wiro mNlfnralMafcieq. T 1 skf(iaMlle pWaeda 'f ptllys"Ifte vaporbenler. 2.HVAC subconlinni m fully coordinate all system deft and mcf. efts with the I. " � ' 1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ¢ Z � B p ' - �•_ spapment�iplier. IV(OCO�dMYE , WEATH SEVERE 1985 H6H roytpaGRlMepaoe;CialldTadall�Th, l"wtleiequimnenle.. 1GEINSYMMION3,HVAC subwrmactortopirmifirst system layout drawing and submit Itto-general L - �� . __ I FROST LINE DEPTH 3'-0" � Z B,Gsnerst oonkaRMrto (or popper)sheat metal Waft shisids, contrardar,owner,and equipment supplier for final roview and-approved 'l TERMITE MODERATE TO HEAVY bebaesD anwcadaulfeCet'gNIf M ooncrgM or mawnry surfacas• _ - �'q� W* DECAY LIGHT 70 MODERATE �' _W�.t. GO - 20 WINTER DESIGN TEMP. tt Ci`r ole y 7,genlppiwfexteelaY(Nwlaipaypl+aNl�;�bkumimruidoagngesper wdeandwil Fro�"Ye r+O 721 l^,Q�cE p9'":'.. ICE SHIELD UNDER- AS PER MANUFACTURER'S "`" GENE Y d from ShpndWd for Hunicane ReWaad Residential S 3 T� FLOOD HAZARDS SPECIFICATIONS/STAVE CODE "` - r gGndYkarta. RAL VIAND pRO17?CTON CONNECTIONWOTE - - - erltlal COnatrsatgnp98Tt77499 4 11 FLOG HAZARDS Q �In�d�19�95 SBC H WINO Edition Wood Frame Gonsauonon RAL DR PLANTA 19'ES Fasbnem and Connectors for Wood Frame CohabuGlon S I, ''� t.Dllberjalene a11a9 h91e9NpI1bMWejrllasb dfalMngs(do notweb drewirtgi)- i.A wrdlnwus load:palh'6letvnan fwnrgs,ibluWadgnawoke,Agars,Muds slid roof 8 p9OFE33LONP�',/ framing shidbe provided, T2 , Taps,flood. not go O nvltlf 2.A roved connectors, DOW fastening dawoes M#included in the ITABLE 3.4 1- - 7' P ray 2 All Inbri p p and as molal Domer rolMorLing. Stamh dSial ingCode,TabIs2308.ishafibellMagedinOwconlanceW1n1 17a9698CHiGH WINDEDI'fIONWOOD I / � (/ a IY Rgean� haveagrydrot515,fiafated9ypeUmboard fist JfaCtYrers aCGrrxlMrNteSeno. FRAMt DDNSTRUCTIDN MANUAL f ) LU Swan mbat Nab _ ,screws,bob.and_ �RAFS'ER SPACING 16" S/C T - BOUTHDLD BUILDING ARTM64T CRREAIA ZI- On h ae1a ,a Jq yletaftulto have WglM subject to odiMl�ao*W miaas,ahfJll ha MRN N hdtM vdRMBthera JizA�FASTEB RDDFSPE@ NUMBER I 2USE DWELLING UNfT-BECTON 310-310.2- LU antlCsilM9. hfarlMfaduted lumax expoked 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING f%? NY LU AD 4. . _ frenang anchors orw inadem Mull be pli"Idep,at lies bpaatkklytlrell bf LmppN H S RJ4N t3 OF NAILB_ 4 DESIGN CRITERIA WOOD FIPTNE t3ESKi 995 HIG WIND EDITION Z reekbint FIRE pyrrlm akIGHT YbPaftl Or equal PITC 4..gMere wNMpwe and'drwn't yA'Id,.N�1 1 ._ .1s _ ... _s 3 TYPE OF N WOOD FRAME CONSTRUCTION ►, O 4 �b v�"�q1 4: 2 1Y 3 .abulia,hosior"a.oind.et]Matane stuff each 614 aspierb)p. 2 _ s - p 19x �IIt+I.e.r LL �r x8 w a2le4iamDar la laoa�Lad lnau Ina MlMrd ftiaca ` 'M'"ea' 5: z -- --az -. y.3 8 DESIGN LAMP SCH�EDU oNs L, '" 'jr" sf 24 6 6 ING ELEMENTS SEE FLOOR PLANS AND SECT W AND DOOR I JA om. �� ❑ Z ' ' - - 4 prCWd$d at saah I1gNfr" -. .- LU 8 P SEE SECTION"A" _ - , B.0 kfieoneeatbrs'aMNW- �"�( to tleadnq- 4 aeH 4 i�FborrMfioorhliW'doNNas.Moa'Pievidedevafy M,andeareYf"18", wdlafe]+C oldrdalor "-�@ _� 1 FI.Sfiut RISER DIAGRAM + 2 72 FIRE PROTlEQT1OW "lvr 5.,>AIIPbhr tp', - - -36 " - -" - -f 13 ' $ 9PAWINGS r.." lM51M1 Anl>heRAro 814 ells_. (ro 1P'� a4 L 1 $t D71i hv161 ncoM'aOlfy FiWDonAe mil,bokd ohWS"+rod' "SE�'`` 1NJ"Va1sInAf..A. ar�rz _ __s -...-� 14 E.WRISY CALCULATIONS ` m Immalep►t}prhwao�Ahi4bopmuilibgvIflib"(T-epo191ttpnseMagheicit .-..-..4 eeN)PIaIR.Agp>af bods ahaN'nwleamfhbllMmelpaadmMit l,(f`7iMaheltbr Ompda4ll ._ `� � ._ . M G W1 n 111Jndn- 9 ■ at -- - - r xd .. masonry .eta bo4a a M Igp'epetl 1 - If alrGtliileya�aPd ,, ", ._ .. - i-- gdle7pgErWtlLCfY�lgg'4kaEQn sorter: ' o ---' fa -i . „ _ . 292 12 2 y , t1BEf61RICALLYWRITTEN'FDR'MSPSLA?UJ1ktiE`' ETH1rARH T_ .. 1e .. - 7 WIND 1H@SE NgTES AttF GENERAL �E bfSNSIBD A9 Z, _..__- -4 7 tti SHOULD BE DjbdUDflWLOAENli 0 (jig r - .'., :G@NRAt TRpC7'O S6FRUNES � E CDNsrRUCTiON BEGIRB - - - - -Z --- - -s O z , 3 Be 8 s STRUCTURAL WOOD PAN8LS I"OR W1Nq BOfiNE.pEBRIS PRI�TECTIQN ' FOR WAILQP�.MIN..!!6. P.RdTEFTdgb OFl�pbPH 4SE4ONd+MN/J fjU9Te �{p {� �{/�/� /� �y p , (MrtxIMUM MEN ROOF HHRNF 357 ,1■��Al - "4'/A�W V N��Tr' ` . ,• y.. MULTIPLE SECTIONASSEM44Y:114" SYMBOL MODEL NO WINDOW YPE- { CK BOLTS ,2'OC ■ ■ ■ *n OPENING AREAWIND • PRESSURE RATING SHUTTER S12E O A T+N1866 DBL HUNG 3.01 6.23 104&5 25.9 -34.7 50 22 X6.4 LL u v Tit B' KML2b20 VENTED OCTAGON 2'-6" X 2'.6" w ° EAN RSEN NIGH PERFORMANCE — �WINDOWS... _ -• OR APPROVED EQUAL _ CALCUONSOR W�NDOVUB SASEb UPON EXf 0$URE 8 COEFF,IQIENT 1 0 WIT1H 12drrtph BASIC WINO$PEED. AS PER E MEET NY V S ATE EGRESSREQUIREMENTS TABLE R�80q 2 (2}N W,YORlf STA[E BUILDING Cl7DE,• t OR k4bitkbILE GRiLES Fi6EE ELE1/ATIONR� WALL OPENING$ iNCLUgING WINCXJWS AND'nOORS SHALL BE PROTECTED WITH REMOVEASLE 64' WOOL��STRUCTURAL PANELS O WOOD SCBE w AT 18' 0 FAS . N. R_ FIR SPAS NS UP TO 8'-Q" Sh�4L1 E 2 � #&ATR12 q/IC. TAB E 301.2.1 2 WS, 7 0, C, TEES WS MUST U E: X1(2 HEIGGHHT SILL STG?pPQ(OR STOOL)AND THE ADDITI6N OF A 112" X314" DP„UPGRADE SILL$TOPS TOTAL A 1-1W' SILL STOP. { EIGHT ANO REQUIRE THE IN$TALCATION OF A SPECIAL SASH LIFT r: .. - INCLUDED WITH DPMULLED UNI ILL STOP K I H � EET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY ROUGH OPEN TS MUST MEET OR E)CEED 1.5 TIPhE5 THE DES UPGRADE GI A21NG MUST MEET ASTMSE 1996 TEST REQUIREMENTS ASAPER NEW YORK S AtE RESIDENTIAL ICONSTRUCTTIION CODE.TE. ALL EXTERIOR ' Z h { REFER Tp OPENING PROTECTION. ; I w v a ..� ' SECTION R 160914 F RNATNE - _ � OR ALTS f� SNU71'ER ASSEMBLY C'J e-,((b TABLE 1609.1.d E SPAN _ ', 4"0 ROOF r,F.NT __ ._— _ . _ z 0 ORP NELSPANS:P I` - _ ... _ _' - _ ' _- --- , ._( 'd: O ROOF 23/32 APA 80AN•RATED 46184 SHEATHING,GRACE PLYWOOD(OVERLAP AROUND OPENINGS 4') � � � < - a N: Z USE AC GRADS Wd 2;COATS EXTERIOR PAINT 2 SIDES,4 5DGE3 „ r7 UryBELACOORDI4QTOLOCATIGN, ASSEMBLY, - ! 1 ATTAGHI,NG STRUCTURAL PANEL:FASTENTOBUILDING w1"X9 "(W/WASHERS)'GALVINIZED OR " ATTIC , STAINLESS STOOL WOOD$CLRq l fid,18”OG.OR BETTOR ( ALTERNATIVE PASTNER FOR SHUTTER TO BkI,ILDING � - _ .� 019 TSE ----- NUTS ATTACIj80 TC1 BL{IO.w!OAOx 1 .)i" W/WASHERS)MACHINE BOLT 12"O.C. WHERE SGREWS�ATTACH TO MABGNRY OR MASONRY STUCCO,THEY SMALL BE TTACHED _ UTILIPINGVO$RATION'RE$I$TAWrANCHORSHAIVINGAIAINIMUM,WIT,HDRAW).CAP,)CrTYO�49P16s, @A'fNI .. 00 w T$.. _Amu mit w '�� I 1. - -II 3'. FOR PANELSPANS 'OR 4YIBGR OpAN � i 'fi t vz t ra i - � F.A.1. . SPPCIPICATIONS AND:ASSEMBLYJDENTIGAL TO 0<N-9' $PAN. FIRST FLOOR: L 1 I L1SV�� W N8; tW d �i ii�^^^ill 0 NarE�atlglmia �2a"oG 2xa STI#ONG BACtSs A6�98A�9LY. a fr eY+ Qp 1) PtTEAs$EMBLE PL.YWaa4702x4ls;#1104 WWASHERS)'GALVII�12"ED,S.IR STAINLESS STEEL , Wag SCREWS ix''.O 6 1 I . . p",L �. ,�1"r N. ' ,;; n^cl,�,.l,_ ` OF HEALTH SUFFOLK COUNTY, 1ALTtRmATIVrE F6 ENJI T Tt /-1 U Q ,P A ,i11Nlx4ur+rxip, - R PANeL ePAN dF.A r ' � _ e VVER LINE. +^I HODS APPROVEDSE w00,'S,T4GTURAL'P 'NSLSWttH`A NEjO$ /,fB, AND3+AXM1U 9HAlG IY'6F{R�ITTEO;F,O�4 C}PfllilN('�1PRS�'�F.CT1b111,NbP{ANO TWO'$R5RY 8UIHflIN6& RI}NP4g - 'HI'A�NTT , � � SHN.AiL aiAx04,1 PPN1N6A61,t urACNMENEw Raw (R@FER:1'0".�FCTIb[I t¢QB i 4 AMA'H,BS0.9 S ANO.TABI,B �.. ( &bNiSPR F' {+T,f(YN pART,ENiMti _ saHSq6t�P�r�>�apnATpllcroeALPKkI�is I � T BY p d PANEL L$PAN a 911, d Ptiva, 41 `; _ (� ' ' -' SI,GDHE 1'd4" PER FOf)`f PITCht T4)t?RAiM c -s•,., - ', 6R TY 8 ,.BFAk c4 - ', P kf41.,h' ' 4)PAN 14'-o" AST N ^ rl l q 7 LMIN R,'AM o 1 N bP AA NBHA D E ' :R OF N � d u A rei' xA9e�,ls N'A Ax Mvd,aHl.p� e d cx g6c n 6 s•rY M P ,P �� qOWN 5l c"WH" S TvX dr #M ONp�RRPt�RMtxvspupbp rr�r xALdAF. �i ua AA ._� ' ANTA N8 NY3G' iAIro W7fjliA'Ylb}I#6919#'ANTANGHORSHA4'N16r1k.'MINIA,kt1M wIF#1pR+4W4 c4RA'ia 0, ALO tRN - a i NO 0� ! p i al 1 J a to 0 . e M1. i i ISI , is v (`-� A 1 LL , ' KING STUDS —-- X F\r- — RAFTER --E S 2 _ RAFTER STUD RIDGE USP RT180RC2)RT7 '� -�O l HEADER --__ Uil 2' + _ Top PLATE TOP-PLATE -- -O _ OII 'F- k1�Pr1T21 USP 88260 AT 1S' USPRTS -- �ZI 0 UBP RT20 O U�L�ba ltAlL USP R6250 AT 12• - � �!Y� 'UIQ 'A=ID WALL STUD A RAFTEP/ROGE/RAFIER WITH CT• RS250RODUCT NUMBER JACK STUDS __.__ i Q R 21 ^s SH179 '> RAFTEN RKf0EA24FIER WITLi0L1T CT 92fi0 LS B RAFIERIPLATE/51UD RT16 RAFTERIPLATE RT16 or( RT7 PLATEISTUD R8250 19' B FtAFTER7PLA7FJSTUD „ - B RAFTERlPLATf- PLATEI$TUD €RyuODr - - -- c HEFno w ccsnro Rszfio 1z Al— _ - _ / C HEADER/STUD HEADERJJACK _ , _ FLOOR TO t +•�;.,,;,i., -' -- - - E STUdPLATFJSO FLOOR K uA W zW 36" Q o Z .. , - B7IHNPLATE 85260 ie' W � PLATEJSILL MP6F W _ F ANCHOR BOLTS 81B7o Yt O POST ANCHOR FOR DECKS PAU SERIES POSTANCHORFOR COVERED PORCHES CBE SERIES -IM OR VA Ur PIC COLLAR TIES MN._ r ZIT— f �. `��' POST rJ j A USP CBE P.C.FOOTINGtop !01 top top -- -- a J n Mo ,B 2ND^FLOOR WALL4MD 18f.FLOOR WALLSTUD 4-4 1 .FLOORWALLSTUD _ - �$ ° G ' POSTANCHORFOR COVERED PORCHES 110T.FLOOR PLATE 18T.FLOOR BUBR00R PLATE-__- I, W SUB y tE GF NEVA yo iE+u " 1 A,- r A6�11�60A488" U9R R6 AT 81A' USP RSM AT I(r U .T f ,. RIM 80ApD _ ^ RIM BOARD -- p Nom' 7 g 1�A�F4A"W�^ T IfIFTFOOkTOPPLATee DOUBLE SILL PLATE POST DOUBLE BILL PLATE LISP MP8F - v g r o t . r r . - u J n, 1� r FL9p�'WAkL STUD `� �FbUNOATION'WALL LL FOUNDATKNJ WALL ___ _ USP PAU - I/"l v : 'i. ✓ ., 4. Z I I . P.O.F00'fINO -0 _ _ �OFE5510RP�� W b � .x 1 -- E jSTU_DIPLATE__FLATEfSILL=- G POST ANCHORSFOR DECKg_ n L a - �k , m c y I LL , N LL t Y . I Y � k„ WIND LOAD PATI 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. I - 4`MAX, P MAX. ° e m,MA70MUM - . _ p GF' ' PDIA MAIBMMI, POST fyy{I� plgpEtIBIEApEq I- I I 4' POSTICOLUMN l 17x12k1Y OOROpE7E FOOTING DECK/PORCH RAILING D�GKPOST FTG nMMcrTIOh STAIR-RAILING - D ,A POST-TO-GIRDERIHE(�DER CONNECTION + PAU++ MPLY OEACNF o ry '�1;� - USE MRl.(sl lrrDw GALV.BOLTB went wAeHEns AND Nure e , 1-UTBPACE ' MINIMUM ,b1 HANORNLS 2� 01 I rrovr 101 �I I GIRDER/HEADER 0 I _ GNAIHIER6 PoMIOECKJ se 01 ° POST/COLUMN CONCRETEPI icoi I 4P5N'SAWSTER ATT�pIFp ro WALL ° ' ,� - - H�BAILCONNEGT TN �'- IIS III AUNv/oRAILSSl09CONTINuareTHE FlRLLENGTH POST-70-D �K ONN rTfON OFT"AIR9. NIWtl WPORTIONOFALLxANW419y 1+' -9W,ILl'Nm BE LESS THAI NOR MORE THAN 7 IN - OROBS _ BNciIONAC USE I H A /01 R-TO-PO..T CORM TION - OIENNSION.ORTHES)S1PEaI111LL MN.(g1/C GLI.GALV.SOLE WITH WABHERSAND NUB L N ON RROVaeANEONwANNrt+RPFINpeuRFAce I CID GIRDER HEADER TO POST COLUMN CONNECTION " Y Fl O l - / / AN APPLiTt o z FLASHING TUI UNDER W r TOP PIECE OF SIDING AND LU d' LAPPED OVER FIRST CONTH, t - - GIRDERALSADER PIECE OF SIDING BELOW (� UNDISTURBED SOIL '� UrDM.LASSOLTSW/WASHERS LAY PLASTIOBASE DIRECTLY ON O v T7 TSR, CONNICTISOMM c Ill uNwruRBED O a PO$T/COUJMN M� FIT CONSTRUCTION BASE1CTIa0 TUBE PLUMS BOARD FILL,BRABPER MANUFACTURES INSTRUMBUCTIONS Z TUBEI, °I + 7 STRINGER' FLOW FRAMBro �J019B I ;.I� 3+ rII IIti'n . I`m — f II V UO BLOCNIND FOR -T - - IAC BOMB .101ST MANGER - �MRINGER TO DECK/PORCH CONNECTION DISTURBED / POOR SOIL s I, I MUER CONNECTION OF atusHEO B ONE OR .. I4 - LEVEL ANO COMPACT BY HAND N PLABnC BASE ON COMPACT ORAVFl LEVEL BASE + 1 UC TION AND PLUMB . PE � S� TUBE PER MANUFACTURES-INSTRUCTIONS In W IH-- ' JOIST WOOD JOMT Z W m . .....� BLOCISHO U e - _^^^ r'DNC PIE_ R FOOTI� 3 �y` T IN SIGFOOT SYSTEMS FOOTING FORM Z 1 SI 1 OIROWEApER TM1WOOD andmm ACCORDANCE WITH BECDON 106.11 OF N.Y.S.RESIDENTIALCODETHIS DESIGN COMFl1f�WRHEpTMHryEIN1ENTOFTHS CODEAND 7HEMATERIALOFFERED IS tE Of NFH'Y a O 1 ' ATTHE PAEBta' IBED INTPLECpON,I DUMBILRYANDEFFECTIVEHEBB OF THAT SF.Q-INCE 1 Oys O ` THE DMaNINaFCODE �f D - ACOSPTASLEFORIIBS �EMHIBS'RA770N8 FITA87NIB PRODUCT 1 t z, LL I. 1r , .Y�, :p `. H _ ERd/W AND WBdEOTTW0711E CON0ITON8�THBREIN UATION SERVICE REPORT TA LK - PA, NBADEIt6 PROVpE BkD010N6 JOISTS Tw1TARE BPIG®AND Z FDN _ pBE rn w 'rl 17YWIfd+NICH0118 Q 2 03P� V� III ' 691 �a r TL�, �DPESSIONP�/ 0 Qty$ POWH.MOTE6: x bMMNlAa F111.II.blwAwpt. NAI � LING SCHEDULE L e 'alM 0 4 baMA cMgwlw.Iwtnawa JOINT DEWRIPnpN 07,Y. SPACNq NOBS _ I aILL,TOPPW ORttBt{IL9l T �ryi st�Namw Nrp +m,nM �ROuxD aWIND �c1�@f tPH - DE3�3M+b°RFIERIA A_aacoMMON � �— ., P!F1IT'MNB/a_MIQT'OWWI"'SI�MhMWh11F BMS' aNWwOW A CA THC7UNO THBAin! Y)LIOw MTI AELD FLOOD 70 JOIST 2-INCOMMON � TOE _ �_ i1HAUIRED HA2NU6 ffi' Z-.COMMON BAD" l0E JOlT TI _ MMcjgMliatr'4ipppWy�a¢: +sue. vB e m — ero jNUL ro: BEL'EI16 S1IT. 11 .NIXE BLOCNINpEACH 'p� ,.. ;*Trt - N,Mp•Bk tyT'Wwwj:�YNy,.4aft wWIR`' " *^• ' �lS BILLCRmPMATE - N 04M MAIL _ � ��JJ LEDO@,tBBW OOMMOx TOBSAM 3_1M EACH FACE GD l„ ;IF S}'DIIIo.IFc a.rw.NMI111imiCF00Y.olw. � 0 B-Be COMMON TIDE - •,NAILO +y �be.TWw IFB.UH.pp.wwnP AFxrr.PP n..Na.a 9-iW co AMa joal L NAILw OM LUL - -- . . R ' 81LLOglOP%ATE MOt1 FOpT IDE NAB BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ��/ 1 /04 APPLICANT: DATE SUBMITTED: s/ M4 SCTM#DISTRICT: 1,000, SECTION: ' ')S , BLOCK: , LOT: /7.2- SUBDIVISION: ADDRESS: �s v �rO'�'""�' '�`(' CITY: So� 712"'/fj ZONING DISTRICT: CONFORMING? � BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR 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 recognition-(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: ACT. LOT SIZE:27-, ?6'/REQ. LOT COV. ��`'o ACT. LOT COV. REQ. FRONT -!V0 PROP. FRONT �c SIDE ,�&r ACT. SIDE REQ. REAR -6-0 PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: S", ARCHITECT/ E . -n,-•,-i_{ 1) _L WATER FRONT? DESCRIl'TION: PANEL # FLOOD ZONE:d BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or(6 (BED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y oSEPTIC CERTIFICATION: Y ovilT NEW YORK STATE DEC: PRE-DEC 9/1/75 YES oxe) ME: PERMIT#: SOUTHOLD TOWN TRU�TEES: YES o DTE / /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or DTE /_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES or O NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2ycl§;or NO NOTES: ., FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INI T OTHER TOTAL TOTAL: 66A SF FEE FEE FEE 1. ( b�o� SF)- ( SF)= SFX$ =$ +$ +$ =$ 2. ASF)- ( SF)= SFX$ _$�+$ +$ = $ 3. ( SF)- ( SF)= SFX$ _$ +$ +$—` FINAL TOT 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 AND 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 PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPETENCE?Y/N(RETURN TO PAGE ONE) . r