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29527-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30332 Date: 08/05/04 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 485 SUTTON PL GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 33 Block 5 Lot 6 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 2003 pursuant to which Building Permit No. 29527-Z dated JUNE 27, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law_ The occupancv for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to DARRIN GIROFFI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0062 07/13/04 ELECTRICAL CERTIFICATE NO. 1171992 05/10/04 PLUMBERS CERTIFICATION DATED 04/07/04 R_J.M. PLUMB_&HEATING r J LI //UCT ized uignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29527 Z Date JUNE 27, 2003 Permission is hereby granted to : ANDREAS & WF LIOS 992 AILIE RD NORTH MASSAPEQUA,NY 11758 for CONSTRUCTION OF A NEW FOUR BEDROOM SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR _ at premises located at 485 SUTTON PL GREENPORT County Tax Map No. 473889 Section 033 Block 0005 Lot No. 006 pursuant to application dated JUNE 18, 2003 and approved by the Building Inspector to expire on DECEMBER 27 , 2004 . Fee $ 775 . 20 d ' Au ori d Si ure o t ORIGINAL Rev. 5/8/02 s-,'- 7c; Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN H 1LL 765-1802 ` APPLICATION FOR CERTIFICATE OF OCCUPANCY Tbis application must be filled in by typewriter or ink and submitted to the Building Department with the following: A For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept_ of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and 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$23.00,Additions to dwelling$23.00, Alterations to dwelling$25.00, Swimming pool$23.00,Accessory building$23.00, Additions to accessory building$23.00, Businesses $30.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25 4. Updated Certificate of Occupancy- $30.00 3. Temporary Certificate of Occupancy-Residential$13.00, Commercial$1.5.00 / Date. New Construction: _l/ Old or Pre-existing Building: (check one) Location of Property: /Y/ 7 � R J S� < t/,l P �cf en �r T , House ��^ No. Street / Hamlet / Owner or Owners of Property: 0tirr, �ri p �� Lc � �SC��✓L e C�iP�� - Suffolk County Tax Map No 1000, Section 3 Block Lot G Subdivision Z' 5 fer 1 S �ure S Filed Map_ Lot: Permit No. Date of Permit. Jy"le 22-0_� Applicant: Health Dept. Approval: Underwriters Approval: Planning Bo ud.approval: I Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant atone � � � z3r � 3`z a � Town Hall,53095 Main Road ' Fax(631) 765-9502 P.O. Boz Telephone(631)765-180; Southold,New Yorkk 1111971-0959 `�®� 41 ��� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: e C''�C' (Please print) Plumber: t� v, �i s (i � ci t }��Q//✓�°/� ease print) Y i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. tubers Signature) Sworn to before me this day of , ^FI 20C JAYNE ST.JAMES Notary Public,State of New York e nayCommission4>-j4-06- Notary Public, _ �i '=� County �D cP rJ•rJ�rJ•� � r.P cn r� cP�frJ@J'�rl�PrJ@.f�rJ�rJ@ncP�n�n � BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY e5 Dj 40 FULTON STREET — NEW YORK, NY 10038 5 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned byOCEAN ELEC., 5 5 5 5 CORP. 4 99 MARINER DRIVE 485 SUTTON PLACE �5 SOUTHHAMPTON, NEW YORK GREENPORT, NY 11944 5 1C 11968-5258, 5 Located at 485 SUTTON PLACE GREENPORT, NY 11944 Application Number: 5 1171992 r,5] Certificate Number: 1171992 5 Section: Block: Lot: Building Permit: BDC: NS37 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 Selectrical devices and wiring, described below, located in/on the premises at: c� 5 Basement, First Floor, Second Floor,Attached Garage,Outside, Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 f5, herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 10th Day of May, 2004. 5 Name $QTY Rate Ratine Circuit Tvoe 5 5 Alarm and Emergency Equipment 5 5 Sensor 3 0 Carbon Monoxide 5 Sensor 3 0 Smoke LJ' Appliances and Accessories 5 5 Dish Washer 1 0 1.2 KW 'LJ Exhaust Fan 2 0 F.H.P. 5 5 Range 1 0 11.0 KR' S Furnace 1 0 Oil 5 5 Air Conditioner 2 0 30 Amps 5 CCC,C] Wiring and Devices Receptacle 39 0 General Purpose 5 5 Switch 28 0 General Purpose 5 5 Fixture 27 0 Incandescent r+ Arc Fault Circuit Interrupter 3 0 15 amp 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer 5 Paddle Fan 2 0 seal 5 5 Receptacle 9 0 GFCI 5 Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. aarJJJ 5 3 - 15 �a 5 o �EfflfiffiL3 �� v eo tsrn t?na o BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5L5+ OCEAN ELEC., CORP. DARREN GIROSSI 5 99 MARINER DRIVE 485 SUTTON PLACE 5 55 11968-5258, PTON, NEW YORK GREENPORT, NY 11944 5 SLocated at 480 SUTTON PLACE GREENPORT, NY 11944 5 Application Number: 1171992 Certificate Number: 1171992 c� 7 Section: Block: Lot: Building Permit: BDC: NS37 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S Basement, First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5S herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 10th Day of May, 2004. 5 Name OTY Rate Rating Circuit Type 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5 5 5 5 5 seal 2 of 2 C� �C 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 • BY THIS NOTICE OF DEFECT THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 on the application of upon premises of OCEAN ELEC.,CORP. DARREN GIROSSI 99 MARINER DRIVE 485 SUTTON PLACE SOUTHHAMPTON, NEW YORK 11968-5258 GREENPORT, NY 11944 Application Number. 1171992 Located at 485 SUTTON PLACE GREENPORT,NY 11944 Section: Block: Lot: Building Permit Number: Regrets to advise that the electrical installation of the stated premises is not in compliance with requirements of the reference standard as set forth below: Item Location Description Reference Std. switches Basement basement stairs not swiched top & 215-70-A-2 bottom This notice of defect is issued by: ROGER RICHERT on the 3rd day of May, 2004. NS37 GREENPORT. VILL VILLAGE OF GREENPORT 236 THIRD STREET GREENPORT,NY 11944 �a � 1-4JOIST IS OK AS er4wow. CANTILEVER JOIST WITH NOTCHED '_ � E�-\- T SHOWN. NO TJ-8eam(rM)6.105enaINumortzosia FLANGE&HOLES IN WEB-CASE#1 ,,,__�s•— u ..4 11/32 3:16AI PMREPAIR REO'D 11718" TJI®/Pro(TM)-550 @ 12" o/c Fage 1 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Qveralf FA'mlensian:l&`8" ---- _ _ _ % 7" LONG NOTCH IN TOP FLANGE t❑' 0 1.9" Produrt Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead Vertical Loads: - Type Class Live Dead Location Application Comment Point(plf) Floor(1.00) 250.0 206.0 1 3/4" - CEILING/ATTIC/WALL LOAD Point(plt) Snow(1.15) 608.1 243.4 1 3/4" - ROOF LOAD SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Upliff/Total 1 Stud wall 3.50" 3.50" 1326/593/0/1919 E1: Blocking 1 Ply 117/8"TJI®/Pro(TM)550 2 Stud wall 3.50" 2.25" 301 /23/-79/324 A3: Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): E1: Blocking,A3:Rim Board TJI HOLES: Diameter Height Width Left End To Top Span Design Control Comment Hole Center Circular 4.50" - - 4'2" Span 403 lbs 1427 lbs Passed 4-1/2"DIA HOLE ) 1 (28.2%) THRU WEB Circular 2.50" - - 6'6" Span 286lbs 1880lbs Passed 2-1/2"DIA HOLE ,`�!' 1 (15.2%) THRU WEB S1 1 LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 6'6" START OF 7"LONG FULL HT NOTCH IN SIDE OF TOP FLANGE-WEB OK 2 7' 1" END OF 7"LONG FULL HT NOTCH IN SIDE OF TOP FLANGE-WEB OK MOMENT Ca) NOTCH -1304 DESIGN/-3791 CONTROL OK PROJECT INFORMATION: ROBERT A.KUS OPERATOR INFORMATION: 485 SUTTON PLACE PROFESSIOIVA I, _ Jim Oliver GREENPORT, NY NY:073009k'f 4kr.� ' d TrusJoist,A Weyerhaeuser Company a( � 112E Centre Boulevard IMarlion, NJ 08053 t . Y - hone: 856-596-5555 ax :856-985-9806 oliverj@trusjoistcom 1,,.j9hv ,. __�,,__h-, T— ] a JJ_.._�r. _- - - - "AYE Of entl i—cze9i= x T us Jcist e'�L�S"ist^, manl TS-eic- arE tcaanw - So._t. G:\uocumzn[s anc Sett.nFs\Ol:rude\Lessic \,uL OF'z - Pau,Il ;u3343-:d2[6 HIPF-6i4F.PF2F�-i;5 a-u LTi3J FLTC2-]GIST R1-30-3u-03.�„s V a � CANTILEVER JOIST WITH NOTCHED FLANGE&HOLES IN WEB-CASE#1 - TJ-6eamiTMj fi.10 Serial Number.]OUL1208]4 User 11WOM3le41PM 11718" TJI@/Pro(TM)-550 @ 12" o/c Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -1398 -1391 2214 Passed(63%) Left OH under Snow loading Vertical Reaction(lbs) 1919 1919 3858 Passed(50%) Bearing 1 under Snow loading Moment(Ft-Lbs) -2261 -2261 9179 Passed(25%) MID Span 1 under Snow loading Live Load Dell(in) 0.079 0.366 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Dell(in) 0.052 0200 Passed(2U831) Left OH under Snow ALTERNATE span loading TJPro 59 Any Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:L/240).Additional checks follow. . -Left Overhang:(LL:0.200",TL:0200"). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability- -The load conditions considered in this design analysis include aftemate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19/32"Panels (20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.78 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verged the analysis.The input loads and dimensions have been provided by others( MIKE HIPP-RIVERHEAD BUILDING SUPPLY )and must be verified and approved for the specific application by the design professional for the project. -THIS.ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS- -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: RIVERHEAD BUILDING SUPPLY 40 POWELL AVENUE SOUTHAMPTON, NY 11968 ATTN : MIKE HIPP PHONE:631-283-2000 FAX :631-287-9503 PROJECT INFORMATION: ROBERT A. OPERATOR INFORMATION: 485 SUTTON PLACEPROFESSIO? - - F7 Jim Oliver GREENPORT, NY NY:0730 r ,Ke s� �' _ TrusJoist,A Weyerhaeuser Company 1 x 9 112E Centre Boulevard Marlton, NJ 08053 YB Phone:856-596-5555 ® Fax : 856-985-9806 - o @ oliverj@trusjoist.com CCPjiigc[ Z.ln_ Eu i -- =_atl TJ-EaamD a - [-3ic -d [ -ds 1 So1_[ P[c ard[IJ-Pic arm tracak or Txy Sai54c G:`,aeewnem[s ant GSLC P➢E`a - PnELn'` E3434= Hi EF-F.i TNne.Ty-485 S",Cl PUCE-M!Se ql-lu-_P-03._a= JOIST IS OK AS CANTILEVER JOIST WITH NOTCHED SHOWN. NO s„a,•s FLANGE&HOLES IN WEB-CASE#2 REPAIR REO'D TJ-Bean(7M)6.10 Senal Numbsr TOO2120674 User.4 11/0200332629PM 11 718" TJI@1Pro(TM)-550 @ 12" o/c Paget E gineVe Ion:1.10.3 5" LONG HALF THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN MOON NOTCH CONTROLS FOR THE APPLICATION AND LOADS LISTED IN TOP FLANGE C7veraff Oimensio2.15'8" y --- 7" LONG NOTCH IN TOP FLANGE RIM —41 Product Lingram is C.ancepwal. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(plf) Floor(1-00) 250.0 206.0 1 3/4" - CEILING/ATTICM/ALL LOAD Point(plf) Snow(1-15) 608.1 243.4 1 3/4" - ROOF LOAD SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.50" 1326/593/0/1919 E1: Blocking 1 Ply 11 7/8"TJI®/Pro(fM)-550 2 Stud wall 3.50" 2.25" 301 /23/-791324 A3: Rim Board 1 Ply 1 114"x 117/8"0.8E TJ-Strand Rim Board® See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): E1: Blocking,A3: Rim Board TA HOLES: Diameter Height Width Left End To Top Span Design Control Comment Hole Center Circular 4.50" - - 4-2" Span 403lbs 1427lbs Passed 4-1/2"DIA HOLE 1 (28.2%) THRU WEB Circular 7.00" - - 6'2" Span 303 lbs 861 lbs Passed 7"DIA HOLE THRU 1 (352%) WEB LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 4',V' START OF 5"LONG FULL HT 1/2MOON NOTCH IN TOP FLANGE-WEB OK 2 4-9" END OF 5"LONG FULL HT 1/2MOON NOTCH IN TOP FLANGE-WEB OK 3 616" START OF 7"LONG FULL FITNOTCHIN SIDE OF TOP FLANGE-WEB OK 4 TV END OF 7"LONG FULL HT NOTCH IN SIDE OF TOP FLANGE-WEB OK MOMENT 0 NOTCH -1304 DESIGN/-3791 CONTROL OK -1719 DESIGN/-3791 CONTROL OK PROJECT INFORMATION: ROBERT A.KUSE OPERATOR INFORMATION: 485 SUTTON PLACE PROFESSION Jim Oliver GREENPORT, NY NY:073009 , vS SL' .h` _%�G! '.� I rusJoist,A Weyerhaeuser Company 112E Centre Boulevard arlton, NJ 08053 Phone: 856596-5555 � JFax : 856-985-9806 oliverj@tmsjoist.com r� I, CC . ".[ TSIs andd TS-B-aar_ 2 la Satz=ic ced tca - acic - a-I .Tc._[ ,ecc an3TJ-F o aca ccaea� ks o u - G.\Jeeuaznoz End 5-111..12\01.- .ID,Oask ep\RIC 11 - 1- 41',G'_3 i3-MI[6 HIF'e-�:EFnFS C-1'S SG'aT@1 F....OISI =C-1u-3u-Ji.sm=_ rCANTILEVER JOIST WITH NOTCHED waa-�P��.;aea FLANGE&HOLES IN WEB-CASE#2 TJ-Bee rFMf GAD Sena Number]002120874 Usge2 Engine0ersion GPM 11 7/8" TJI@/Pro(TM)-550 @ 12" o/c Paget EngineVersion 1.103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -1398 -1391 2214 Passed(63%) Left OH under Snow loading Vertical Reaction(lbs) 1919 1919 3858 Passed(50%) Bearing 1 under Snow loading Moment(Ft-Lbs) -2261 -2261 9179 Passed(25%) MID Span 1 under Snow loading Live Load Defl(in) 0.079 0.366 Passed(L/999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.052 0200 Passed(21/831) Left OH under Snow ALTERNATE span loading TJPro 59 Any Passed Span 1 -Deflection Criteria: STANDARD(LL:U480,TL:L/240).Additional checks follow- -Left Overhang:(LL0.200",TL:0.200"). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32"Panels(20"Span Rating)GLUED&NAILED wood decking. Bracing(Lu):All compression edges(top and bottom)must be braced at 10'2"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. . TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 19132"Panels (20"Span Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:2.78 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values shown are in accordance with current TJ materials and code accepted design values. TJ Engineering has verified the analysis.The input loads and dimensions have been provided by others( MIKE HIPP-RIVERHEAD BUILDING SUPPLY )and must be verified and approved for the specific application by the design professional far the project- -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. Operator Notes: RIVERHEAD BUILDING SUPPLY 40 POWELL AVENUE SOUTHAMPTON, NY 11968 ATTN :MIKE HIPP PHONE:631-283-2000 FAX :631-287-9503 PROJECT INFORMATION: OPERATOR INFORMATION: 485 SUTTON PLACE ROBERT A.K_ PROFESSI A' P`( - Jim Oliver GREENPORT, NY NY:0730 'r�'- - TrusJoist,A Weyerhaeuser Company Q N. a. 112E Centre Boulevard e o ` ` e eMarlton, NJ 08053 Phone:856596-5555 I ' v F^. "�'• Fax : 856-985-9806 CO d oliverj@trusjoist.com �u_s�a, f 3rd TI-B.N3 -zed ¢edema L"_� _ �a c-I ]osa�,Pcc ndcTTIF c cadema P= c Soiss D:'Decan s enc _e[iinla\J1. ruu,Desk cp-- "I s - FFE-Ii[f\03'43-MIKE FIFP-RilIR EU-4EE SGTTDD P4 -[EDIST VI 11'-iG-03.ema TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER ST VILLAGE DIST. SUB. V LOT jy FORMER OWNER N E ACR 4� V111i �i 7 1 S W TYPE OF BUILDING A )AP v ,ES. SEAS. L. FARM COMM. CB. MISC. Mkt. Value l LAND IMP. TOTAL DATE REMARKSJ, /eo, 1 Z�e 1 f"e 0 L X-0 If, 'a),U, I4 `r!" o o We,1a;, P'��r AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Volue Per Value Acre Tillable 1 Tillable 2 Filloble 3 A/oodlond ;wompland FRONTAGE ON WATER lrushland FRONTAGE ON ROAD -louse Plot DEPTH o BULKHEAD otal DOCK Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 06/09/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Long, Island Home Builders 30 Bellmore Rd. East Meadow, NY 11554 Clerk ID: JOYCEW Intamal ID:76613 BUILDING PERMIT EXANUNER CHECKLIST DATE REVIEWED: �_/J�/03 APPLICANT: aes � DATE SUBMITTED: �/ Ir/03 SCTDL#DISTRICT: 1,000, SECTION: _ � BLOCK: , LOT: C,--, SUBDIVISION:&,z-6_M��rcz_ ADDRESS: W CITY: ZONING DISTRICT k� CONFORMING? /fir® BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/ C/0 Z- INFO /BP -Z%C.%0 Z- , INFO BP -Z/CO Z- INFO-A/BP -Z/C.110 Z- INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: pili LOTS 40.000SF-100-24.Loc recon irion.(CREATED before June 30, 1993),UNDERSIZED LOTS FROM J.4N.1997 100-25.Dlereer.(A nonconforming at any time after 7,1/83 REQ. LOT SIZE: '(0,000 ACT. LOT SIZE:/0,?3 9 REQ. LOT COTv'G �a _ACT. LOT CO7.- REQ. jREQ. FRONT PROP. FRONT REQ SIDES AC)r SIDE REQ. REAR_ 5 PROP. REAR ✓ RE HEIGHT_ PROP. HEIGHT PROJECT DESCRIPTION: N.� -"S V 6 ESMI.ATED PROJECT COST: ARCHITECT/ NGINE :S, r_,, WATER FRONT? DESCRIPTION: PANEL # i 1� FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT:` ES or NO, (BED #): DTE: _?_/22/? PERMIT#: Rv_0s ac62— TO«N SEPTIC RECEIPer N NEW YORK STATE DEC: PRE-DEC 9/1/75 r 0 � DTE: _/_ PERMIT #: SOUTHOLD TOWN TRUST] r DTE: _ PERMIT #: _ TOWN ZONING BOARD APPROV.IL: o / DTE: _/ PERNHT #: TOWN PLAN. BOARD APPROVAL: YES or O � DTE i _ PERMIT#: _ TOWN HISTORICAL, PRE (SPLLA): ISS Oqr A/ � NEW YORK S E PAGE 2)}Y)or NO N S: of 14— Ot+S�rr cV FEE STRUCTURE: FOUNDATION: 816 SF FIRST FLOOR: i069, SF SECOND FLOOR:_ 1 062- SF OTHER: SF MT OTHER TOTAL- TOTAL: A7 3SF FEE FEE 1. ( 1 �SF) ( 611 SF)=,2 G ASF X $ t _$ $ 1 +$ � 2_ ( SF)- C_ SF)= SF X S =$ +S +$ 3. SF)- SF)= SF X S =$ _+S +$_ S 2 FINAL TOTAL: $ Z NEW YORK STATE CODE COINIPLLANCE CHECKLIST /-k[BIATIC/GEO HIC DESIGN CRITERIA: Ground Snow ad: 45_ Wind Speed: 120NI'H Seismic Design Category: B Weather' g: Severe Frost Depth:36" Termite: NI-H Decay: S-M Des' Terup:Xh Ice Shield Underlay: YES Flood Hazards: TSE' �CUPANCY CLASSIFICATION: 12—5 IGHT/FIRE AREA: y TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED TME IA.)E51 1 FULL FRAMING DESIGN ELEMENTSO/N HEADERS: YIN NN ALL S'T'UDS: 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&W LIFE:Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENT EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAI ING•'CONSTRUCTION SCHEDULE6./N MEANS OF EGRESS: Y/N / PLUMBING RISER DL-kGR-AC/N OCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS- IbN TOTAL COMPETENCE? YIN (RETURN TO PAGE ONE) ASA-3694 COUNTY OF SUFFOLK) SS STATE OF NEW YORK) Frank J. Johnston, President of All Shore Abstract, Ltd. an authorized agent for First American Title Insurance Company of New York licensed to do business in the State of New York deposes and says: ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being near Greenport, Town of Southold, County of Suffolk and State of New York, designated as lot no. 35, on a certain map entitled, "Map of Eastern Shores at Greenport,"filed in the Office of the Clerk of the County of Suffolk on April 27, 1964 as map no. 4021. ALSO being known and designated on the Suffolk County Real Property Tax Agency map as: DISTRICT 1000 SECTION 033.00 BLOCK 05.00 LOT 006.000 SAID Search completed on the 4-21-03 shows the following chains of title since 4-23-1957. LIABILITY LIMITED TO THE AMOUNT OF $25,000.00. By: Frank J. oh 'on, President Sworn to before me thi �, day L-,c&, 2003. /p� rade r. Notary Public ANDREA J.TOWELL NOTARY KiCLI0,State of;deur York I: 489075,Suffolk cwnly commissicn Expires .l f CHAIN OF TITLE Subject Premises 1000-033.00-05.00-006.000 DEED First National Bank of Greenport Dated: 8-22-1939 TO Recd: 8-23-1939 Dorothy Barstow** Liber: 2058 cp 494 **Dorothy Barstow died 12-21-1962 in New York County File #347P1963. All her property to husband, Harrison K. McCann. **Harrison K. McCann died 12-21-1962 in New York County,.File #343P1963. Morgan Guaranty Trust Company, as Executors. DEED Morgan Guaranty Trust Company, as Dated: 12-19-1963 Executors of the Last Will &Testament of Recd: 12-27-1963 Harrison K. McCann Liber: 5474 cp 57 TO Eastern Shores, Inc. DEED Eastern Shores, Inc. Dated: 10-9-1970 TO Recd: 10-13-1970 Frank Sturm Liber: 6821 cp 508 DEED Frank Sturm i Dated: 6-3-1971 TO v� Recd: 6-21-1971 John Whelan & Catherine Whelan Liber: 6950 cp 231 DEED John Whelan & Catherine Whelan Dated: 6-3-1971 TO j Recd: 6-22-1971 Catherine Whelan tillLiber: 6951 cp 187 CHAIN OF TITLE (continued...) Subject Premises 1000-033.00-05.00-006.000 DEED Catherine Whelan Dated: 12-30-1977 TO �;' Recd: 1-17-1978 John Patrick Whelan Liber: 8376 cp 228 DEED John Patrick Whelan ' Dated: 8-12-1981 TO Recd: 10-27-1981 Andreas Lios & Kalliope Lios* Liber: 9091 cp 183 *Last Deed of Record CHAIN OF TITLE Premises to the East 1000-033.00-05.00-007.000 DEED First National Bank of Greenport Dated: 8-22-1939 TO Recd: 8-23-1939 Dorothy Barstow** Liber: 2058 cp 494 **Dorothy Barstow died 12-21-1962 in New York County File #347P1963. All her property to husband, Harrison K. McCann. **Harrison K. McCann died 12-21-1962 in New York County File #343P1963. Morgan Guaranty Trust Company, as Executors. DEED Morgan Guaranty Trust Company, as Dated: 12-19-1963 Executors of the Last Will &Testament of Recd: 12-27-1963 Harrison K. McCann Liber: 5474 cp 57 TO Eastern Shores, Inc. DEED Eastern Shores, Inc. Dated: 12-18-1964 TO / Recd: 1-15-1965 Town of Southold* Liber: 5686 cp 276 *Last Deed of Record CHAIN OF TITLE Premises to the West 1000-033.00-05.00-005.000 DEED First National Bank of Greenport Dated: 8-22-1939 TO ,� Recd: 8-23-1939 Dorothy Barstow** _i Liber: 2058 cp 494 **Dorothy Barstow died 12-21-1962 in New York County File #347P1963. All her property to husband, Harrison K. McCann. **Harrison K. McCann died 12-21-1962 in New York County File #343P1963. Morgan Guaranty Trust Company, as Executors. DEED Morgan Guaranty Trust Company, as Dated: 12-19-1963 Executors of the Last Will &Testament'of Recd: 12-27-1963 Harrison K. McCann Liber: 5474 cp 57 TO Eastern Shores, Inc. i DEED Eastern Shores, Inc. Dated: 10-9-1970 TO Recd: 10-13-1970 Frank Sturm Liber: 6821 cp 508 DEED i Frank Sturm Dated: 6-3-1971 TO Recd: 6-21-1971 John Whelan & Catherine Whelan/ Liber: 6950 cp 231 i DEED U John Whelan & Catherine Whelan Dated: 12-30-1977 TO Recd: 1-17-1978 William Michael Whelan Liber: 8376 cp 230 CHAIN OF TITLE Premises to the West (continued...) 1000-033.00-05.00-005.000 DEED William Whelan Dated: 5-19-1988 aka William Michael Whelan Recd: 8-12-1988 Eastern Forestry Resources, Ltd. Liber: 10667 cp 56 DEED Easterns Forestry Resources, Ltd. Dated: 6-27-1988 TO Recd: 8-19-1988 MaryJane Groll** Liber: 10673 cp 42 **MaryJane Groll died a resident of Suffolk County on 11-1-2002 Index #2312P2002, leaving all rest residue and remainder of her estate to Christopher J. Neale, nephew, Jeffrey P. Neale, nephew, Douglas W. Neale, nephew, David A. Neale, nephew, Barbara Lake Ziegenfelder, niece and Nancy Peterson, niece. Her brother Jack Neale, is appointed Executor of her Last Will and Testament. *Last Deed of Record CHAIN OF TITLE Premises to the Southeast 1000-033.00-05.00-004.000 DEED Clydia B. Tasker, widow of John M. Tasker Dated: 12-27-1950 Clydia T. Ace, Jennie T. Feissner, Ruther Porter, Recd: 8-2-1951 Frederick H. Tasker &Jesse Arthur Tasker being Liber: 3246 cp 300 All of the distributees of John M. Tasker TO Henry Tasker** **Henry Tasker died a resident of Suffolk County on 10-15-1987 Index #1821P1987. DEED Catherine E. Tasker & Pierre G. Lundberg, as Dated: 12-11-1989 Co-Executors of the Last Will &Testament of Recd: 4-10-1990 Henry Tasker Liber: 11049 cp 59 TO Catherine E. Tasker DEED Catherine E. Tasker Dated: 3-18-2002 TO Recd: 4-5-02 J & C Holding L.P. Liber: 12178 cp 724 DEED J & C Holding, L.P. Dated: 11-25-2002 TO Recd: 12-11-2002 Michael J. Verity* Liber: 12224 cp 814 *Last Deed of Record CHAIN OF TITLE Premises to the Southwest 1000-033.00-05.00-015.000 Henry Tasker Dated: 2-7-1888 TO Recd: 11-12-1889 Emma Tasker** Liber: 324 cp 226 **Emma Tasker died a resident of Suffolk County on 1-12-1912, Index #20134 leaving Frederick H. Tasker, son and only heir-at-law and next of in of Emma Tasker. **Frederick H. Tasker died a resident of Suffolk County on 12-16-1942 Index #517P1942, property devised to Elizabeth Albertson, Frances Svihra, Margaret Coon, Virginia Tasker, Jean Tasker, as joint tenants. **Virginia Tasker Corazzini, fka Virginia Tasker died a resident of Suffolk County on 5-9-1975 Index #452A1975. DEED Elizabeth Albertson, Frances T. Svihra, Dated: 11-10-1983 Margaret T. Daele (formerly Margaret Coon) Recd: 12-13-1983 Jean T. Dawson (formerly Jean Tasker) Liber: 9474 cp 472 TO Elizabeth T. Albertson, Frances T. Svihra, Margaret T. Daele &Jean T. Dawson DEED Elizabeth T. Alberson, Frances T. Svihra, Dated: 9-23-1985 Margaret T. Daele &Jean T. Dawson Recd: 10-7-1985 TO Liber: 9888 cp 97 Joseph J. Misuraca &Jean Misuraca, his wife** **No Proof of Death in Suffolk County vs Joseph J. Misuraca DEED Jean Misuraca, as surviving tenant by the entirety Dated: 2-28-01 TO Recd: 3-20-01 Max G. Dobler & Marie[ Dobler, his wife* Liber: 12108 cp 595 *Last Deed of Record PREMISES TO THE NORTH SUTTON PLACE Permit Number MECcheck Compliance Report CheckedBy/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Progmmfiiles\Check\MECcheck\dg31603-cck TITLE:Long Island Home Builders Inc. COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached I or 2 Family HEATING TYPE:Non-Electric DATE: 06112J03 DATE OF PLANS: 3/15/03 PROJECT INFORMATION: 485 Sutton Place Greenport NY COMPLIANCE:Passes Maximum UA=345 Your Home=296 14.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 739 30.0 00 26 Ceiling 2: Cathedral Ceiling(no attic) 420 30.0 0.0 14 Wall 1: Wood Frame, 16"a.c. 2120 19.0 0.0 106 ATindow 1:Wood Frame,Double Pane 289 0.320 92 Door 1:Glass 63 0.320 20 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 810 19.0 0.0 38 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,theyin.-that to the best of his/her knowledge,behei and professional judgment, such plans or specifica'mus in compliance with this Code- Builder/Desi ode. / / Builder/Desigrer Date-69 ate ( (il m rs� a _' ;`".�S Ca s yam`s MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3 3 Release lc DATE: 06/12/03 TITLE:Long Island Home Builders Inc. Bldg. J Dept J Use J J J Ceilings: [ ] J 1- Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation J Comments: [ ] J 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation J Comments: J Ahove-Grade Walls: [ ] J L Wall L Wood Frame, 16" ac.,.[Z-19.0 cavity insulation J Comments: I J Windows: [ ] J 1. Wrmdow 1:Wood Frame,Double Pane,U-factor. 0.320 J For windows without labeled U-factors,describe features: J #Panes_Frame Type Thermal Break? [ ]Yes [ ]No J Comments: Doors: [ ] J 1. Door l: Glass,U-factor: 0 320 J #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I J Floors: [ ] J 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation J Comments: J Air Leakage: [ ] J Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage m n be sealed. [ ] J Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the future must be installed with a J 3" clearance from insulation. I J Vapor Retarder: [ ] J Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I� J Materials Identification: [ ] j Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] J Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] J Insulation R values and glazing U-factors must be clearly marked on the building plans or specifications. J Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Dud Construction: [ ] I All joints, seams, and connections must be securely fastened with welds,gaskets,mastics j (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on duds operating at less than 2 in.w.g. (500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions- [ ] Cooling duds with exterior insulation must be covered with a vapor retarder. L 7 Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Buildnig Code ofNew York State,the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55°F must be insulated to the levels in Table 2. Table I: Alininn of Insulation Thickness for Circulating Hot Winer Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5'to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 10 1.5 100-130 0.5 0.5 0.5 10 Table 2: Afenimuan Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System Tomes Range F 2"Runouts 1"and Less 125'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 10 15 1.5 2.0 Low Temperature 120-200 0.5 10 1.0 1.5 Steam Condensate(for feed water) Any 1.0 10 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) ;l-qr5V7 765_1802 BUILDING DEPT. FOUNDNSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RERK �7 1 DATE -7 �� 03 INSPE M-1802 BUILDING DEPT. ECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAM [ ] FINAL [ ] F EPLACE A HIMNEY REMARKS: i DATE 4513 INSPECTO f r;, 765-1802 B INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: ,4 / ,� A c2��F/o ter.-�/�G aze a� � 23 G#a>v7 d /�r2 4,?4'f i Zr" ,2& DATE d ."/ 11,/ 0 INSPECTOj W � ,r, v 765-1802 BUILDING DEPT. NSPECTIO [ ] Killip DATION 1ST ROUGH PLBG. [ O NDATION 2ND [ ] INSULATION [ ] RAI [ ] FINAL [' FIREPLACE A CHIMNEY f REMARKS �t%' a�' a a DATE l ' INSPECTO E J v' ve �, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREP & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR Sat'/l7z� \DATE INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [XROUH PLBG. [ ] FOUNDATION 2ND [ A FRAMING [ P� [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION _ - REMARKS: Z � �-- t p f s DATE INSPECTOR 6 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ fjJ f 3 1 DATE '� INSPECTOR f• i T - i FIELD INSPECTION REPORT D E COMMENTS CT\ z FOUNDATION(1S � ? ------------------------------------ FOUNDATION(2ND) Cd r 0 Z —= C 00 J ROUGH FR_-"ILNG& m PLUMBING 1 -3 t I 7 S r INSLZNTION PER N. Y. r STATE ENERGY CODE liplo; a CJl i r�Z2 �;vy;G�/s l v ' ] GG 22 ADDITION_1L.CONInIENTS z 7 6 � � LA � S J G L Z w Q > l r- Q r Y TOWN OF SOUTHOLD BUILDING PM2TI APPLICATION CHECKLIST BUILDING DEPARTN'IENT Do you have or need the follov g,before appl}ring^. TONIN HALL Board of Health_—�_ SOUTHOLD NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 a Survey—_ R-cvc. northfork.net/Southold/ PERMIT NO. l Check 1002r -- Septic Form — N.F.S.D.E.C.___ Trustees _ Examined----, '0_ Contact: �1^^'t�_11 �.pa�� i -Approved -- ,20-- Mail to:--- - Disapproved ac Phone5f& r IExpiration ---, '0_ Building Inspector i r %'1` T8 W APPLICATION FOR BUILDING PERMIT Date_ 9 , 20o 3 INSTRUCTIONS -- i t a. This application MUST be completely filled in by tvpenriter or in ink and submitted to the Building Inspector with 3 ! sets of plans, accurate plot plan to scale. Fee according to schedule. f b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas. and watenvays. 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. Ever} 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 IS 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 rhe 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. f Lgvt_rq .twN Au+-.r_ tJ�Jt�dr f. �rdC �7 (Signature of applicant nor came,if a corporation) �U I.7P��N.uri. i��.0 l�iYSL/v/Ecc�oc✓ ..�/y//.fS�� II (Mailin,g address of applicant) t { State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician. plumber or builder --- 0 ✓n e 2 -- — Name ofownerofpremises /a, 7:_�d= /-/»».e 0,. /e,.s THC (_As on the tax roll or latest deed) l _CIf a licant is a corporation, signature of duly-authorized officer C_rri 1_% 6 kr&f'#C; P/eS' _ (Name and title of corporate officer) l Builders License No. _ Plumbers License No. _ Electricians License No- Other Trade's License No. 1. Location of land on which proposed work m11 be done: _tykS $v77'ah PC gree, sur House Number Street Hamlet Comity Tax Map No. 1000 Section_-3 _�--_Block_ _Lot V — Subdivision Filed Map No. Vo.2 I _Lot _- (Name) x- M1 ?:Igtate exisliiig use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vu–c-e�,� b. Infentled use and occupancy__ 3. `N'ature of work(check which applicable): New Building f/ Addition Alteration__ Repair Removal Demolition Other Work (Description) 4 $Estimated'Cost / f cJ.a ci o. _ Fee (To be paid on filing this application) 1 jiff'dr,elhnE,:number of dwelling units �- Number of dwelling units on each floor a +lfgarage: number of cats rt_* If blYs'We ' couunerctal or mixed occupancy, specify nature and extent of each type of use. -Dtin3 / zMous of existing structures, if any: Front Y` Rear Depth Number of Stories ; Dirh"Oo-ns of same structure with alterations or additions: Front - `Rear Pp <— Height Number of Stories iuy-d! ons of entire new construction: Front �/G o Rear e! �. Depth - S !O Number of Stories iti '!kzc-x3t ot; Frout Rear lLO ( / Depth /a S, / 7 F� ' lU�! � ' dcha.e - / - 3 Name of Former Owner 09Krbrew3 �i� 1 C en RP G/v S ii '1 ,r+use district in which premises are situated l (i 19 II c � +Ly,oszd construction violate any zoning law, ordinance or regulation? YES_NO_✓ t .,.. lll,i t"• � c re-graded? YES I✓NO Will excess fill be removed from premises? YES I✓NO_ r O,%ner of premises t , e fs iC�l. Address �� fi.L/� rc Rd-–Phone No.5e6 7 ' Architect (izi' .P, Rvl, ��'' ,� Address. Phone ;'`, _ '. ' Contractor Address Phone No. properry within 100 feet of a tidal wetland or a freshwater wetland? *YES NO !/ 4 u err ti SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED... T t prop.rty within 300 feet of a tidal wetland? *YES NO l� D.E.C. PERMITS MAY BE REQUIRED. k i'•I sure,', to scale,with accurate foundation plan and distances to property lines- 4, ines- 1 �! ' ie ation at any point on property is at 10 feet or below,must provide topographical data on survey- Ali ' OF NE�4 1-ORK) 4{ �! :+ SS: tr,.i OF ) i •'��1�°' r.r__L---��:i being duly sworn, deposes and says that(s)he is the applicant '41, ( ,r„11� L-i.,-J. :+fining contract) above named, I , -1 it - (Contractor, Agent, Corporate Officer, etc.) A a ! d;owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applicat. it�statemenrs contained in this application are true to the best of his knowledge and belief; and that the work will be �Ied in the mamer set forth in the application filed therewith. ; f to before me thi so j, day of 0-Q—, rotary Public Signantre of Applicant JOYCE M•WILKINS Notary Pubfia,Stats of No.4952246,Suffolk Cuunly 1 Ferns iresJune 12, o`top 3 sc- S.C.T.M. N0. DISTRICT: 1000 SECTION: 33 BLOCK: 5 LOT(S):6 V,K, g NO LS' >.s l:•�x.-�et.�Ik �.4'_h�RDY° � i1s'ai.k1` ::ccAAppyy YY T� ryp9�s t _'1 �'i 1s5 I °ALJ SFn i t�lc'LJ a'4Ojd L.:tl d.J�}r�t .�kl•JH I W y;. II '4 DWELL E" TGB ?o.o> PUBLIC WATER EXiSTIN WA ER(h"q-Sq SU y T �lv CC ?� o CONC' PAVMT �O LA Chi WN MA/NrA/NED t/ \ CC ?03? Y e+ SC C C EL 22.3 O''30 nE l I--1 2 E( 2?B I z z4. 1 zz 66 NNIW. TED O o/N oo EL 27" 20 h 0a O Q� DWELL (23.0) PUBLIC c WATER 00 PROP (23.0) III-RA DWELL FFL EL I75.0J • VACANT WABLI LOT 36 za.^' 46'_6•. 0 (23.0) ¢ ~ ELEV. 22.6 W p BROWN ko ¢ Lr) LOAM 8 b Ld L QO a to Z BROWN kO Z LOAMY SAND 2.5 Z LOT 35 1/] PALE BROWN EL 21.8 MEDIUM TO COARSEACRANITEEL 22'6 4' WIRE FENCE ALONG LINE 120.61 SANDWITHGRAVEL � S68"19'40"�' I VACANT LAND N/F TRASYFR NO WATER 17' 3-22-03 THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVAT70NS AND OR DATA OBTAINED FROM OTHERS. AREA: 72,771,8 S.F. OR 0.29 ACRES ELEVATION DATUM, ASSUMED UNAUTHORIZED ALTERATION OR ADDIT701V TO THIS SURVEY IS A VOLA T70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE t�OPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 35 CERTIFIED T0: LONG ISLAND HOME BUILDERS; MAP OF: EASTERN SHORES AT GREENPORT FILED: APRIL 27, 7964 AS #4021 SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design r par* P.O. Box 3, Mattituck, New York, 11952 FILE #23-30 SCALE: 7"=20' DATE: MAR. 25, 2003 PHONE (631) 288-1588 FAX (631) 288-1588 N. Y. S. LIC NC. 50227 maintaining the records of Robert J. Hennessy SURVEY OF LOT 35 e ' MAP OF EASTERN SHORES _ ry Com_, •� r AT � GREENPORT� � Ij li TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK Y, S.C,T.M. DIST-1000 SEC.033 BLK, 05 LOT 6 15 6 D 15 30 45 60 75 90 105 120 135 SCALE: 1'=30' DATE:AUGUST 9, 2003 r N L 4 .; w�eWruwwx.wez..rflr:.E SUTTON UT ITO � P`/ ■ r u wiEsmPve'viav:° �raE°vnw�Er ____ E E TM°E TME N86-01,30"E 122.66 _ wrennxrsur�rpxA.�r+mc STAKE V 'Eff. muscrwraaEwpE 1 enol ix emus rooumemE 111, °°LIR xIrWWO 522.22' NwLL9 PC{MyfgIGP p,AryT1Yl AWH MMILW51 P:IWINOv OA1�iu11 EPIW141flLSlpx u:w^xrms nrMnAx.:ohARAlup � � � Ip MIG bl:(H�In A VpNT[w OF SF:11W r� !XEIIHIYMXLIAR PPVUIpX4W mflu.wmro m:mviwPxorouewc � , ,i ��{73 M I0.0 pin;E:IX,61X:fL-v[4uh AO'�G �N `0 ! Iw'ivm r�ivifll"uµa.N w"vmsNcar°"'r`p`an"v� � =' �O D ' n¢emopgm+pF�dlrrwE�ncv u;c O�� ' iEMW°MBIiLMH1iBI0r NCWIXI A110 O`{S n MinNsorv[e.PwME:Gxo no rxu 46.5' Ou oFioui"i"srI"41nluv°1wswr'e Aia n J2 L°,�pfl LOT AREA: 12,771SQFL =0.293ACRE N CONCRETE FOUNDATION CERTIFIED TO:RR HOME BUILDERS Z p1 26'i 46.5' , 6 JOB NO. 2003-343 E— MAP NO.4021 \ LY OF FILED:APRIL 27, 1964 Vp' 1206 FOR LQ REVISIONS: Ag-e� �� �4 r. A Rp11y0,SE tt d 40N bb MERCY OF OR oR ERR I 7NC7 w ' .s ND f�O R1E1 DOpB�E LICENSE NO. 050363 MMS G. i i HANDS ON SURVEYING 46 NORTH ROAD " HAMPTON BAYS, NEW YORK 11946 " TEL: (631)-723-1954-FAX:(631)-723-1329 MARTIN D. HAND L.S "EiS3L'�;,':'�N.t5iT.1. ""m"rFYr..!5.?':zra'4F�.3'.'S.°:'�+v 'h;�,.fnrtyx?°,,,°LLI.hsia'�'L�.:' �:xwu�,.�i.�.;-�mPa�Gr u_�e�^�^axemnrxa,+awszMa=a ss-m�•.a.�.,rst,:ur:wrr,Rarew^m.�,+�.en�crvsea_._,.-aum�sae'.Pu ..,^rzucns.�szcarm„-�-au>;cl�,.rsw en:v:es--.x.as-^-sm vn..:s_r.�, _ �rv,�n _.us-uv..-Ivetsra.w:+e.Fc:.me®r:..m,,.emwrne<mas uss.aca_.vsmm_.._.,.- �� yr SURVEY OF LOT 35 MAP OF 1 pa!)' 1 r 0' I� Ak_T S�'1;yR.,L:.i EASTERN SHORES > ,,v t.�r „sF ,t+y r"rr � nookWORKS t Ofz 1. I f i t Afvi,' Y f:°c.�s1[`� ddt fz � 'P AT i )!)fl/� rc�l� a 1�.,. sail. r��. GREENPORT 04` st�l ii 1 _._ TOWN OF SOUTHOLD "(ha !ynw q)^ cl,,t o.,..4 „nd w,t!,}r s,i i!4 fzcitlhrs;a6 IhLv IGtation hmvm U P'U i SUFFOLK COUNTY NEW YORK Gnsnr•H :f Alto er 'twtiii�V)-0Y[ht,l;el art�n. t ar o"hit13Ftl W"Xia and tu`ltd�'•J , ,+ O _ ha F@ tisk !vy-rgdt i hgA it ° lll: S.C.TM, DIST. 1000 SEC. 033 BLK. 05 LOT 6 cair: r 15 6 0 15 30 5 6075 90 105 120 135 C)fti;;e:Uf4tltaecfrlw;.+esth"t 1'`k!`,ir,Wtiit A l„ SCALE: 1"=30' DA TE:AUGUST 9, 2003 SUTTON PLACE EDGEOFPAVEMEM / — /'277Z7172-77�71�711171, —/v r slmvruen,aawomaa " 122.66 N 66°013_0 E w me� e °W °Iwciultrs: ,xe LIL4 TAKE Iq ww4n rvµiw.we zx.sen r°rc nmecx °uµ°IIeABWE - GUY WIRES lPExprniiFH{H,I°ll iCEN ueni°xar auxre"reix4rc C'P' " `$ nu,s,Eoa:�r.IOULD1uw 522.22' ``� - a w•nr°mEn°mxsrmn,n, imm��m%Er �umru°irce�io1°" �� $ BRICK 1 1 O wcameuw lnexEwrwasrxre , \\ ,�, .- EP17RY_ /' : 7N �TL wws°Fm9wmn we,nreEww° fes' `yam' OR wmnmz x��ppE.�µ _ Z E�Ne'�II4W YULL N°I�Gxe�PAN � � (..54 nEv,iraulii"r-mi wnxrp m1°�mev \�.L,e9yP ft0AM16,NRE,'F __ O Ln m .iaww m a m cn f�eErur ro rxE FRAME x,rv� q •°1.x 4_�neEY:i IYEFq. NI6!1. NIIG4.rFA:IFlG'LRr9.WEM11PN14FP19 LOTAREA: 12,771 SQ-FT. =0.293 ACRE z 2 STORY0.293ol^ PROPERTY IS ENTIRELY CLEARED (23.2'X 47)NOfro CERTIFIED TO:RR ME BUILDERS Z 26,9' y. - ___.--- %, 1 , ,.x.yr°.anon urrm[vE -taut. OC ' �ENiFYE PEAT JOB NO. 2003-343 MAP NO.4021 +, \ , • � IANp I MRLPFILED:APRIL 27, 1964 20.60 FO� REVISIONS:FINAL6 ,^ pRNGS SURVEY6/17/2004 1&CNo'p ' p� (rtl r is ` a0„ 9rNl AA t' e ll )A . yy Pm ti 6' v,7 15 SFr"A a'f j R1 OR ER t OP o & pppB� ---•� ,"� � p N IES 1A M gp• , LICENSE NO. 050363 HANDS ON SURVEYING 46 NORTH ROAD 4 HAMPTON BAYS, NEW YORK 11946 e TEL: (631)-723-1954-FAX:(631)-723-1329 MARTIN D. HAND L.S { Compliance with section R1003.9 of the NYS Residential Code Hearth g.nd hearth extension; Masonry l - ` th ani hearth extensions " a, l Y. e or ria nrt _ r t °n-c., �us:tible materils (-t hip rs- supported ivy steel rebar) and ei g to carry heir Q_wn weight and all supporting/load bearing),�'-,- ���or�ing/self- i ing), No combustible material shall remain against the underside of hearths or hearth extensions (there will be a 1/2" air space Hearth extension to be 20" in below the bottom of the hearth extension, width and extend 12" beyond Further - The minimum heart extension thickness requirement Is 2", We are providing 4" plus a firebox on both sides 2" thick finish stone. 2 " hearth extension stone 4 " self supported poured concrete hearth extension base with wire mesh 1 /2" air space between subfloor and bottom of concrete # 5 rebar 4" o,c . drilled / epoxied into F,P. base a Poured concrete floor joists fireplace base � Po p2001 1 C, 1 1 Self - Supporting Raised Hearth Extension Building Permit # 29527 "'F "'"�`y - P1111f4Prs Inc, lo" , r dEIERCERTIFICATION , +" iI r r' l . L ! . s AD CONTENT BEFORE FLOOD'ZONE /�/ �G } w „A" '- COMPLY'WITHCHAPTER' M�EI'TM RE'QL/IRE x r r'+ y - USEDiNWATER FJ taODAAAAGE'pREYENTON CODESOFH MEn�tgOF _ SOWTHOLD TOWN CODE - ENIEY , S. :YSYSTEMCANNOT QR�S�ATE, 1 EA _ED2/f0OF1%LEAD. DONOTPROCEEDN/ITM ti' , � -- , st I, I I g FRAMING UNTIL SURVEY AS`NOTED" . ',rn " �n IA , - - OFFOUNDATIQNLOU`ATION � ��E�D' f„ &,2 I t t' 8" 34' t 0' HAS BEEN APPROVED. DA _ u,P.0 S8 1 'Iw . — - r-----8101, 23' 7-3/4° - � - - ALL PLUMBING WASTE "WD`IIFV �U?FEE�ILDING•' DEPARTMEM Afi A`Y "f=kr Till ' I , Poumtl acnaMeetep - 4fi' 6" - - TESTING FOULOW��M TD:'4PN JFCA'THEa+wM Nvrr` �y S WATER LINES NEED -• �qq , b bottom F---- 10' 6-t/2"- y r 14' 9-1/2" - r-5' 0"—y 2' 1" I f•- — 11' 8 '—^--� '" BEFORE COVERING L.T, �, + i - ' " I ' to b•below ando minlmum 2' - - -1.FOUNbATION -,TWO REQUIRED . �, ' t n ,- abMed plabedanmlNmum-,•growl X4' 9-1/z"•.� 10' 4-1/4" 11' 4" �j$ �'N�j-�If��-'I N ��fiiPICATION OF NS 2fiDRrbu o q 1 , �" . " LliAl IY Pwrthese cheek p O �„ - sk n i >1 `ry . 11 _ a' 3—,/r' 3' o" Poumwacac al.et�ps , wNha' nhNgM USE IS UNLAWFUL �I fi fl CONNECTIONS tMtalN¢ " I ,r 1 fcundalion wan. aencrale lapel o - WITHOUT CATE FURL �L Nc TOR C O RUCTIM'Ml, ` ' , .. ...... . . .... Md.awn A2, OCU ANCY i ,� uIRE SHALL MEET THE ,- _ SkePIP.veld T I f I Finish concrete Stans,Sto-Tru Oe°r 0 6' o' wrey In Fl.id 3',0" O 1 14'ribor nin(oroed 1 I landing Wall.Wllh l'w 2' 6"wi Dnpto Field "wan rwMatiea - - 1 - 1 acacnb aide w/axa wlb I I Mueoo ."gene"zels _ x•e x4 ryy Ma.w7ooegel,L acnes z REOUIREAIENTS"OF THE CODES OFNEW c c 3 c k ss =, q-1/4"ak.resrdoor leen I 'n"I' I -- Daxmmesineow ______ ____ __ --------- '-- r -- -- ---- z1 - D I Il a'o' _ _ x4'o- - R STATE NO.. , , -�-- -- -- -�-- --- ---- 1 ♦ ♦ ♦ -- ♦ - ♦ - ♦ ♦ ♦ i 48 mina Nlhy°stilro oxR x,'11" 5 1/2 2'D 6/e".x'0 fi/0^, II {9' 1 z REQUIRED DESIGN R CONSTRUCTION ERRORS r a, x�,- �), 1 ♦r • ------ ♦-- • , r----------- ♦ --- House Foundation--- -' --I 1it �1 .gross UNDERWRITERS RED CERTIFICATE Q'., 7 , Y l �I 1' 1 1 [ Boeing dMp 11 _ ° s, i ' I *T, ° I"i I I I T1 a"k a'thick P.C.wall on I II a I ♦ I Garage Arco Foundation I I Solid black w.ry 4'o.c. axle"P.C.fadlnpy wall will Solid block wary 4'o,a 1 _ 3'10"x 0"Nlok P.O,wvll an I ♦ I minimum the ork,bo Aaw l /4 nMr continuous minlmum the find two I ♦ I `g Barth II \ w COMPLY WITH ALL CODES OF ItI ,I it 4 1 1 'axia"P.C.fadinpe.wall will 1 bay dfloor Jolebac hefsmolW l'1rom o0. boy of rloorlohh on 1 I tV � _ '" nava /4 nbarowtinwx I both wfloor Ndx. NOW;will haw 2/4 mbar both movoll aid. I z Den 0'1"celllmg II "n e \ Apt� ONDIT NS Y d caging 11 $ e o NEW YO STATE b CODES , dwall $ B Broom S R U AND'C 10 OF n� . 1 I 11 1 ♦ hodionblly 1'/root tap, oorNnuow horiwnollY• I I m a u - fy I t0"anchor Mlb will be placed no • i p I m W p `rS 79 I I tooling win have 2/4 rebar I I man than 0'om and no y - o. flat telling 11 kat cc u p p ,. I' wntinuoue hartsanlally. I I ' 'mon Non l'Irom any �, 10 N o O'1'bNling ® II 0'1"wiling 3 � �T �A _ I 10"anohor bohe WlllMploue no I I q coresror•Md2xe eve Wil slab q 1 • d S 1 j ♦ I monthan2'o.w and no I I �I - 1 1 = I I S d 11 d SOUTHD.ITOW?lPVINNNGIIOAAD r '' y�ty f+, ' I man than vfrom any, I InDinfraum•L pound concrete u u o , carrier or am pmt. d { $ = ze $ " ttxSODTHOLO TAlISTEESE lD00 P.S.I.Poured!oonerMe E I d 1 - ' ; ♦ minlmum I I �4" $ b $ 6 ♦. $ 1 _-_ . � q S B, 2' 6°� 1 �1 e d l "� lint�# -'1°+'art� 1 I E I o u u 8 i s a ® o t'+ 3'11 ft : _ L el"TlWr nlrlf°rwtl wn°mb Nab l S n rS� J I -_� i`I I ♦ I with bxa do mesh 4 ° . I 0x11.Im t i e S � " I N 8 n � s Garage X3' 1-1/2"� T ,' 6-i/2" F 3' 2" N -* 2�; I 5i I - I $ cacareb haunts ^ $ n $ : _ N 1` 1 3 f gi 14, 1/Zc o - y,� .`ry`w 1 I- r-----------13 1" - MIOW Nob -1 - m E n$ 1 i & 2f00fi 3 k Y ,. Y{I itL } U , R, r ra -1 I 1 - I I l � I I - f 11 - r k'yw 1 _ I I ♦ I ana wolf El .ret loltlH o la�elnq H, Bedroom e of w011t a , 1 - Ia L111� 1 1 1 L -_- - _ _ _ - N 1 i Drywall the entire telling I ♦ I r T - - ♦ f I ' � Je' r Nle I I n e° living arca th a/e" II r 4= q 1 1 anti wall adlac.mt o the tip .I I ry c lyl»"x est mak ^. _ S ' '" ',, I` 1 ' 1 ♦ I Ming sea with 0/a I _--- _ _- - _ _ _ - l 4"concnb.lab 1 w - t 'T II $ all telling al S '. 0 \ - +ry I I I L_-___- reinforced with axe wire mxh I ` N 10 S L, : ; l Il $ j� $ o - ,�*`* V a'A tyW'x• sheet rack _ r- I R,q ________________J SE \ 11 ♦ vefH b Flal. I I �_q'a - 1 ITS i 1� Tnh.,rtenor Wan b Open to Above R� '� ' i V.rliy In Flabi I o- °B 6-i/P' i J amobel SNud S - I is v x�_. r Drop lwMation wall i 1 d m Wisr,to 2.d floor ° f II agrees p, Stop up to a 1 I 17' Mp,ropsdacr 3'LO" 1 4' 2_1/2"+1 \1�l n 1 i0 12"o.c.ane sheathed l I n - '- . i ♦ I drop Nab t'alhstde acpe hr. - a+l _ ❑ both.I with ld�lwoae 1 _ - w ', 1 ____ oundatlon - -__T__•_________ • J -- L-♦ _ • •`J ,070 vinyl garage door And.013 Md.C13 _ TMY Mkt ♦ ♦ dgaroge door ♦ _•___.__-_ ♦ Stanley Sti Door n And Cow CW/2" _ '_ _ „✓,�: i... .{. y�Y'( ,C I ♦ L_ -___ _____J ♦ L_________ _ _ _ 1 1 r anderwn 2.13 - k, __ __________ l I - - '� 1 " Paurea Contra{. 1 I I Pourthees cM1esk bonmmt Window S'0"021 Mth 2 14"Ntl.11pMe A',N n`'i'1. d"Shiest Wlth axO W/mxh aPron- Finish cancMs _ x'0-1/2"x3'D-1/x" D'p-1/4'x 6'10" 2'0-1/2'xJ'0-1/2 - �td � '.��+ m" Itch as from aro a lantlnp walk with I 1 4"fiber mldorced cancM.elab I I wall.a'In hdght p O - I I rel reef un, 11' 6' a ut ' stucco with axa win mxh I g •d cameral.landing „ [�,,ru -- I foundation wvlh " 11. 8-1 814", 1 1 .1. - r wi'e' - ___ ... __- , rr "Im -1. . . .. ... .. . ..: ' 1 °°°^'ac^°�•• l Foundation Plan � t, ... ...... . . .. ..... . . I 5' 10"— T 6" �• T 6" T 5" 9' 2" i ru ` �,�� Y 1r4,pF y,Mylk . "n f 4 v- r�SC'. Pouts eonwds abaci.boNom Note: All tie holes must be purged on / -1 -4' g"—.l I• t t ' t0" " L-3' t"�I 12' 1" i l' B" - - - off+`: 11"r tots Midr grog.mbimam z' both sides with cement and inspected by - 10' 6-1 2" -r . , , act placing on minimum 1'prowl r bed the Town before waterproofing is � � - ' y r applied. First Floor Plan '-' i ,� 11 , 6" PP -1 810 square feet living space I r 1Ii!.., a _I a�! 251 square feet garage - I . t ,'�,j �, A 0� All exterior walls 2x6 (5-1/2") i;l`FI.t"Y , r,"`�', Interior walls 2x4 (3-1/2") or as Indicated , "u1,1•- - - � All dimensions to rough stud walls - - �.}` Stt" -w 51%`1'?� / !� 4 t ' Sra� IT, 1 , Ii I.- is s-1/z --{ I----.s, 0��� I,f._ 13' 0il �I.. 11. 0i. .j ynr' 3 f . - 1 1' 11" 10' 4" 12' 3-1/2"�—'I - , �,r �, tt 'ci Nphalt SMd91es-Mall haw xN esal ado or b. andrkrymml In high wine zones(120 MPH)shall In - Md Cape CW2{ AM Coes CWi36 Ma Coes CN2le And.C34 "' r I ! 1, IntrlbcbnpiMd comply with ASTM 0226-FOMexmfor aedltlon how(admen applied the overlap,not 2'4-7/0".3'0-3/a" 3'a-1 4".3'6-31," 0'0-3/e"x{'0-1/2" f d0 " 4g x40-1/2 / . - - d 'i wphalt Mingies.hall M g.ivaniz.d orsoinl.es d .l, further°part than 36'o.c.-ones flaming•hall b. minlmum 12 quage Mank with a minimum 3/0" hither oomosian-r.Nalant radial of minlmum nominal.01 g" mam.hr head,of a length b p•nalrd.through the thickness or mineral wrfooe.11 wdghtimg a mini mum - D-1/2 I - ` k }t 41} a rooting mMedab act o minimum of 3/4"Into the roof of P IM per 100 square fast-Cap Fluhimg•hall M ___I 0 0 1 __ _ " .hwthlnp. When the rooNhwlhingblex than 3/4", ocrtoelw-mhoM..lot of minlmum iwminal r--- - 1 k F m Q a 'I A thwlaMe um,mall wnetr°b through the McMhin2. thlclmex Willi 9"-Closed Valley valley lining shall be n X 2' 3"� flat wlling 1 Amid drip shingles shall have minlmum of a - me pal of•month roll royal comPMng With ASTM 0 1( H 1 9'I'•calling I I I vented - n ' fir41 - federally,pr Mbpls when used In o 1x0 MPR Wind 224 Type 11 or Type III d least 36"In Width-Cricwb 0 - rare and saes-Undedoym.nl far nob d 4/12 w gresW shall .hall be Indalled on lb dap Nde or arty chimnry �y \ 1 nt.d Ar e Ds,polled ehlnp4 fashion,pafaMlt,anti alartlnp al greater than 30"-Sidexll Flai agalnd a vrtlaal Roof € - Master OO I mlorowave ., N - v„ r She sawn lapped 2",}wbned suwieirN)•to hold In ddxall.hall the atop ka•himq..Wed. 40 year architectural shingles � d Mast r` � II Bath I Kitchen abs. " Dining \ ,y,' �`*t1. ph.e. EMlop,mall"WiWilya•-Iwprotecli°n to/felt paper C1 S r f Bedroolm II I I _ Mallwwbt°,an l°e Danl.r ShatwmiNe of of haNl Rlda•vmt yvlo rots rafters n R A I i0 _ I _ } r `"T' �"}`� loon of welf-°dheRng pPlymor medlfied Dkumen Place 2-3/8" 2x12 roof falls a/e"Meathmg N e $ N I U 1 - sM1es4 Mall he used In lou N".moat undedaymmt act gale.bolo rel R-301nwlatim Build over - 1'u' � .MSM from the eaves edge to a paid d fwd 24" each roger/collar typical Reverse darmr Ili' - - - ar . .. ..... ... ... ... . ..... .. .. ..... ..... . ,... .. . .,,.... ....... .. . ,..... ......... .... Inside the ededw veil IIx of the bulldir,p. tel conneetlan R-701nwlation I IIx,110 0' Rot calling hdphl `'• m ' C 4{ - New Code Requirements 2xe rl0p•(men•tlormer) ♦ a. p.nlmq F std wiring O I blond z *�,'YMd'(y`rt ; 11 11 it2xe rod roken(rownQ a. .11 helght I a'1"wlllm Lc llL,z w code wmPll°nce page alw 4/12 ���`�t1� 2x6 collar thea... 1111/////// _ t B , }tl 7x tl� House Structure House Structure ///////N///p//// ra 1 2 Bat It� _ €p € t .11 J 4 q x c.11ing Ewme In xRohm/Oi"l"s/IJvinp Arox - b �'\ ties auou the mtin sWotun-wed give I Al wwrydud lop act acil a'galvmized At dtlge-Strop each ratter on Soffit Fa9CIa/Ro rte \1 1/2"plYwood - - Y > " - _ •teal every M.nuts ilea 2xe era NII each Nee M the rod rtif bwN to 1'overhang V owrnang - .heNhlnq _ �' ro $ \ g t ^ ' ray�f R! fl-301n.ulaMn 2xe velli" berme 18"a.c. _ ° iv i- d tot B s w` 5 sigh,up Mond th.7th floor Ogrend ,each ether ever the little with 1 x 1 2 pn�lldmed 1.2 an 1.e 9 Solid block every 4'O.O.o.o. _ mots run up D _ y c.nbq S '1 , _ and up orb th.2xe wall dud gah°nized steel Mnp-ux fing"Icha pine pre-primed pin• Il•ed in bdroam•and bathe minimum tri•Rnt two to top°f I I ° 1g'0' maximum wlllnp height ° II I �I .bow. ues minlmum{-M elmpean Cola-1410 ad to about wkh o,ntlnacu.black knper-fold Day of rod rotten pre double pleb i0 1� 2aaa -• 2°6a ixf "alb an each en0.d ehaP- 24"and eseun wan she wkh vinyl veMrlp.Mmmth palmed or aluminum - bah mdwall hides N ,p -"—�I 1'a-1/2" 1p I. e �i it. }� ave Slmesm csta ori b minimum ofd-ed palvanizad"alb Pointed coven, ip 2xe N 6 a u S _ 1 i4 1/2"cox ply. '1 li'.? Hall:111g�g y$y aa�9� ' '�wf0t rex rded H•ipht of wall _ sneathinp 'vI N A fw � r necessary length _ '. oll6' r J'4"helots wall _dal - .k are ulv. 2aae 1 :See"Wolk b CG Pbb Odell" Al wale 210 Mutl to root raker Indmbtion a -r. '�+R ' r (`°bow-acnn.ot Nth 6lmpean ardrryl w pJ 3/e'gnsn length - ---zzr Liv g reg L• no ux d 2 Nroo-one lapped 0510 drop-field out el about 30" - hertxonbl towel bac"lack vinyl ddlnp w/comer Marde 0 } _ - L' around and maned to In length-field MM-xcun each b I - _ Ina 2x0 era all pleb and ales mtl Wth 4-0d palwnlntl"alto- Solid black every 4.0i Window and Ext.Door apelny € l Linin Clasd landlnp N L z% ^v '�r me ad iota the bawd act an. pare tldall"Wall Stutls to ROM' minimum the first two 2-1/2'window-door waive � H � R - - "i Iles o1106 Rater g h g Fln lout°how Z 6 1 - t ' f' �•Ye' _ nNl•d Into wall Mud and the Connection" My d floor J°Im on - R 3c a I n 11In ei h! p ' '••t , f t r:.�y'[y 1 both mdwall Ndee m b..11 caulkNnand Wlntlox to I - y o a BedrOOf19 n 1 ad•riotalean-out „ f;,,. •i;'� ., Y wt,3 "1� amerelde xlled Ino Ne Mxentl . \ r e - edemol lresh air _ _ q , - pllasqble-NumDwdnalh needed At let floor dud,2ndeearJohte Overhang 'n a " 3 Intake _ - rra �„'� g 3/4"T+C plywood subflacr -. at each and ef each strop still ,ntl 2nd floor Nud IMerxctlon, - I 1's"owmrlg plastic wrap around all rough window openings t - applles wnnsd all together With Simpson Extend Ntllnq l-1/2" ,1-7/e"Wl aO esrtee G-P Joleb m bsiam wlndox ar•derlortloominNalled N o S W Open t0 B90W M ly ) `, SN"Wall.to CCA Plate Whll" Gal a drop-RNd cot at.bad 3a' below bottom of w-1p lxu dbn 12"o.q " ' n _ - o _ In Imgth-sewn each mtl and Mxwtl bele -MIM bottom '- d. ~ \ Walk-In Il Rrvene,bow b Dulidover cowDuckan - _ ,* 1 g olaif f nIs with .. ... ........ At overman drop $ ' II Plaw Fypen unit within y 4 red a.Illnlq N R Cloest II �\p v, a�f. 11( ing K R 1/2 x 10 anchor bolo of floor ale.with 4-ad go nails _ 1 e w1 from Sd floor dud o c ,,,, = ro 6'i"wllhrp hdght WadernelphltMe unit Dory Tel-,/2" _ n ' j' �,. 'r .11 I., " . - ho wary 0'a.c.WIM For Mry,new window mtl at. ad vinyl vented ... .. Sop d 2nd floor lolM i n - - T'squareDwring awna7/10" indowpanel mudM - " ' ' - it 8-71-poll from lop of � '• 00 1 $`_ t 14 ' coal{mabrtcl and fnm xnt Ilacr r pleb(washer)under red mads, Paneh shell M pre ecu{t°rover dud down to balom I in- floor euD(loor this wall only oljold I _ 'i 1',F Then will M an anchor Mit no 'the glazed ap.ninq•and to allow the � - _ - _ - - - - ' a o� L man than l'trom.kM1r side of },Bees".Meacantllothe aroduml , ,,,,, ........ Mill-3/4"x VAFPW'W46 j0 ,owner and no mon Shan f' wood wall incoming. Poachta be manked t0 _ 0'11-3/4'xd2-1/4" _ rd Tv, from M•and d o 2x0 oda will v.to location,pre-drilled for 2-1/2"/e - f __ a r* it Inlmum its _ FyPan eaOP-70 plebe board woos eanx M 12"v.q arountl the " ' = Andl Cax CW24 2 4Md 0Ca•e a'/2I Antl Caes Plotun P4040 Mt Co.aN CWI4 r Solid bloats awry 4'o.c.� = / 2'4-7/0 x4'0-1/2" A +t a mitre wdmaler. - . . . .. - 4•p",.4'D-1/2" 4,0_1/2"x4'0 1/2 n m dst two . ... .. . .q . _ " � l.. 8' 4" _I I . �4' &-1/2"--I— 2"-�I►4' 5-1 2"+Ib i I "�I I, x y x � ThSMdbr will MNand on db bayedfloor lPid.on `anal" - II 17i 5" _I - Resitentlal HOt75,E y„rw'p'' aro Garage Foundation and whey o dbah In wx°f both endwvll old" - r•-5 9 / / / _ major Morin. S/V'T+C plywood eubllaar ,, t Al wry Mud lvP a9ahanized11 E���kMrdronq Concrete Landing/Slope 1Z' 0" 3' 5-1/2" r 11-' 10" --I r M Neel drop around the 2x0 coo all Egm.e window.are needed In haDlSable boxmenb and rtm].let 11-7/8"WI e0 erh.C-P Jd.b " 4 rine to I Plvb act up onto the 2xe esti eDul allbedroome-they mud hove,"oPmabbamdeJ 11-7/8"W1.46.80 ° .... - r I� 8 11 6 18 4 - - - t aMM use minimum 4-ed sgean}set-NI sqnw winEax an mankind on the 2nd;cca slab R 1 g Imuld on 12'. :.. c On nolle an each end of Wa Pbx. .. • "••• , Z. - P- sill swbr . ... .. *oil . .- . . . . . i wine . . .. .... , n grade .. .... .. . n . . ,. TI . . . .. ., .. . .� .. . . _ tie I I 6' " ' drip In wall 4'fiber ninfpmea W/axa Wiry mxh ooacrale NoD "' hi - _ UxSimesanC510wtb bmnheshbltl ........... ...... d thick - Second FloorPlan � 5 �,�� " Long Island H ` „t Builders Inc, " � �`� neoeewry length Solid black wary 4'mat minimum the Rant two 1/2 It 10'onchorblle foo rear garage drop In wall E Carace Wall t Fy _ Moo<floorloMeacbctM1mtlwollsltlx door - . . oonenb°Dann n ( / )Greenport-:N 74 ,frtx _ e' x7tn pound for 9omp. 1091 square feet living space A G I. concrete esti door 4$ Sutton Placer" 1/26 1D"anMor took S,Ib black mry4'oa. mhlmum the(hal two ,, . - All axteriOr WOIB 2X6 5-1 2" 1 ,Fa Brant rots"on Mtn eMwdr old+ law 4nbar, Interior walls 2x4 (3-1/2 ) or as Indicated J " k every 2'o.e.with bate p / ' T :i Ggrage wall looting ' • ' • 3-1 square besdnq h,rlxnolW/wntMuoW !. .•: All dimensions to rough stud walla - . M plow('sesher)under nut throughout-21n .. ... . . .. . - - - - g r y, e a �s foaft1 In.11, - .. ..,...... I - DrOWin Titl r+ I fnm sap .... I. Foundation Plan ,Ir - - W/0.e wire mxh - - First _Fl0or Plan 1 b`,,",s, r.'A - e^.le^prone _ _ - - - - t „ 'Ir A;t.� - - aowrd.footlr,p - - _ Pru Ond FIOar ��aYl'ti + - I 0".1a" - - x s , 1'M%A poured concrete hough - Crass Section I , Typical Cross Section a, r" F . - - � - ,,a ,oi-, - r ?y,' ® cons1.truct)an ,I tT. `W �, . ��,perrrG)t' � "r ,ti va` �* 11 IV . eau' . . 11 �, a do not scale this prig ' atri ' ` I t� flgured�dim@nslons 9�n1y1&v o- ' r'. Il . sheet nim,ber .I �S j ,,3II - I �fllerlurnbet d 1a0�"4 " " >` I 9 V�t .. - _ - _ _ y�{ It 1 _ - ' tit , I ' ! b . - - {k�A ' .. I F., H� i t gg ((,,, r el t o 'V. -� - - . n„' - y 0 era l Notes ' - - - E fq, pervidNm'Ff a+ nL npineere/reedMl.nst reseonNWle TW or awmplte.ae Width thea etawiA tin boMmoter et4st�b aetln - - - exlWngdoMWena In the fl*e and NaIYNa[ng111wr 0 awtlNuripaPalA.,.: y, ride lmWngm" *aw Wo,k,'The CP lnnalarl�rllpypndlN-tar qll .5, ,wmdtdar(✓Ik.+me.rwu ndRo Nate Nr:warlY , ,' •, "§,t' , r! ,u > - - NI Work EfglnwrLeiWMjoempeentel}.t4Mlt bNtMaunnqbU?dbe.dihpstwolbma Otil battlemom"any dmangew Ml.1minIcal work to to comply with all add.and vn iAWeryMdp p, ' 5pJ - • - tmp.ctlon and a.rth1cots must be oblatnedatW Qomple!ien . - CopMeatarshelf wri/yall dlmenln*aM wMRlwest lhe.fte t ; � + q' - _ *no".It as rem anon,.for proper l.Inlnpor his Work W the work all the other trade., If Y+'bA'WTS4 , - NNeWh Nene plane are drawn te.eaL no dlmenYon..tlaR be 'S _ scaled. If then an aw qu.Worn an diwnpanble.,contact the Enghmery aeice. _ 4h t ud�L ° r q ' 6heetrbok to be famned with*enw,12'eq,Mug*two.Mame orad rok.m. heeetrockdbel/2"umw athenWnated. 9/el tYFle x" - y 4 "t r k ' .h"t. a*to M used In gang.Naib and gglnq.If lMnn IM Anp a sot _ areas eQoam or came Nem. a/a"type-e SIR,to big aab+e oil t�: , f �i4 r + - furnace.,Mgen eta. Sherock In oil bothp ar Other MdMi when Nen an Nqn humldiyaM0ltlane to be maitere netMontr Cement mento be used behim all Wb%sheerer unite whew thenleele. ati r _ +QG 4'�'. ")u - U.L.approved*make detector Mall"41th lr Photoelectric ar, Ionization type and shall be directly conmdmd to a lighting alrot: - Nthnolmneninqwll ewRah. COdehatontobelntalletlla,06da, • r , Approved hurricane Clips/.trap.must be hatalim whan.nguired by Nye11MB ri local Now Co O Qeda l See Now Code calm an Cne. artnwn Ned p -rwlaw hes Cede MteM:Cheek NN local quedlnq DeMrtmWat fa ral7- Iwai code compliance. ® Insulation Notes " �� yg •'1 NI wells to have R-19 kraft feud RMrgion insulation NI Calling or Tools that an b,be inwiatual.to be R-JO k.f,f.q.Imeulatien' - All Ram to have R-10 flMrglee.lneulottan. " - '. aYweflnleh ,-Foundation Notes ' &r �^ Conchae Nae*to haw contrI)Vint a 20'O.ai 6044 MI Do not beckml ogo omet foundation wile until flow,neer 1w4romed: Waterproof all foundation wa110. ConcMefootinge to met upon undimrbed.oll anise.wpwrtinp eqhlaeam B clay or bee,In which cow It hall be mmmwe to he depth and replaced with Type I Endwall Sheathing Requirement engineered compacted nli. ConorelsN w lbo Fred I28 days. contractor Elevation e v a t a n Type I Side.*I ShmAhlog Requirement Right Elevation- Roof and Colima-Unwind zone to supply a.wan}ortwtin9.,Cylinder*hall M mored under the edma P �,� Rear Roof and CNlihq-120 rind zone seM'eane e.Alec OM ewm d M 29'dngth-8 minimum ehwtmng nqulnd 40 length OF sheathing required sell bearing bopwey used far foundation d.Npn hes been 2].0'nWw 25.91 plus glen pre simed M be 4DOD I Footingewhall reed on undatufAed.all, ';yZ Notify Engineer prior to piaaln9 featinq w thatth11sa x }'¢ - Type l Sld.mil Shesthlnq Requlnment eeeumPlloneton ba viAfled. - r1 ' Type Endwell Sheathing Requlnmari Roof,Cellug and 1 floor-12D wind sone x Y Raaf and Calling-120 wind zone WallF. elm n Med on plan 26'length-10'minimum sheathing required 40'length-1]'minlmum eheathIng required - Wall halpM and thlelanr w naked on plan. lan avry 29.01 plum 18.2'plus given N/2'�x 10"anchor to xMlb to M plana awry*5 who mail. All kne,411 area.*.aMok loildhln 1' m everyom.r.r edge of 2x8 moa ill plan. Nat.pian lobo9mn" - Previds 2-f4ben continuous In footing.and 2-/4 ben In wile s , ' Vpnd 31 from the d0. At staining e W ed lninq walhaw In dRove lon to ab4 pterin of/4 nbor horizontal and be connected to IYefomblq with/4 reach placed arilcally avery VOID. - - All concre..hall haw a minlmum compmoFm emngth of 3UDO' 4A P.a.l. 11 28 days umee.Otherwise speoeled. At concrete featinq to beminlnum III below anal Fred. y� and/or frost line. St r' � 11 must be cut in all tostin .. ,ifM : Pun 0b- xt tC1t - NI lle hclas in Poured concrete foundation must M pargedon beth 14' old.*with cement and Inspected by N.Town Were wt-Ptftn-9 p apPOed - .'Ld5 S AT"1 Framing Notes5 Fy a e5OR-19 t Ai til �dF ' Structural lumber-as noted-0-P W7 eerW Ioield-Al other ioiste, Lb' fe hsoders and wool. hall be pougla.nr/Irarah(northern)12 gmu w better. a '.. "•','.'� ,y1w ,},l 1 - NI heedare shall be(2)2x10 unWs otMnWtw acted.DOublectl i ll F a l Jolabile, bow supporting mile. and supp•rdng all MOM above wch as -t ) k i uG tr't'i Mhroome.MWhene,atrculoeane area that Will'"Ivtfiaartgee. ,1 t' 1 +/�•#t,! Piece flnetop"cad"In all exterior walle wto,nI edMg 1 height exceeds 91. Steel'. Steel.hall as to W A.S.T.M.,Oeelonation(.-3e and shall meet ntul"nume&the laleek Nl.a.b.aotlu" - a "Wry . i Damproofing • rt �1v Vapor harrier.hell he.8 poll thick paiyesterfilm. " r +r "'6%7f a '' Mae].waterproofing*hall be troweled,ma*ac waterproofing dehydrative Na e. Windows and Doors b'" � NI glazing.MIT be Type„En ,o`t+Mf�`e y� To bewnnt ed net water damage.all window and door rough apanirry ata, L, to be wrapped in t waem and al e. wIN window membranethen a ng O ,11' I or m.h alwt membnme WITH be.Placed carom the rough opening an x' i will be cut diagonally in It and the window order then placed Into the , rough opening. A ptec0 of 1e"iris ice aha anew or.qulyaient"W"o,riaI ehouldbaplacedabs*lhowlndowaromrov ihooplOng fang%•' ' '+ 'of Ice and Snow or aquholwt maGrlal of 1-2 iaywe phodki bib placed on t ++ S1x the NII below the dura"faro they am Me/alled,al,o minimum. �+ F to guard wen further against water penetration R b nwmmen m that lead ewlad copper pan,be Installed beneath all whummabd dmm. IT, To pr.vdnt against water dbmog%rill shadow,bpd 1100(rough wooing' - must be walked witha alncebaeed poulklaq. Columns All col.me.an 3-1/2"diameter at. pleaCNYmne eller ed x O" A - y5ery yJa ..3/5-' thick base plates tided to the top and battam Type l Endrml 6hwlhinq Requlramen! Unleeeaihemlee noted. Type I Sltl.rall SheaNLp Requlnmmt Left Elevation Rom area cNnmq-1 zb NM mon. - Front Elevation Rwtanddllinq-120 wind sone IO'length-5, riolmumshmthingr•auntl NYS Building-and Firecode r 1 'N� 26'length-e'minimum.hwNlo,requlnd 17.0'glen 1�d 2eef and c Th.N plain aro In compliance with applicable, Building aha nreoode. r Type I6lNwall Sheathing Requlnmmt Interior Trim - - • - 1 '"'�I sj rypa lEndwall ShwNlnO Requlnman< - v gm.f[4kfd�d Raaf,Glling and 1 floor-120 wind zow Pool and Gerling- 120 sled sone 29 length-l a minimum sheathing required 40'lenpN-1 J'minimum ehwthinq required UnleN othemlN meted the fNbwio,p Interior trim to be applied: x x n r�lf zj l' q 20.4'glum Mae.-Is pmw-primed Vapor Met Floe-am..ahoNz,elce/anlen 21.8' Nen Cawing-1/2x pre-primed fln9ar)ohopIrs-sooner eMloe obs/fidith - medlar aware-Yaryan fine-4 Panel ' L New Code Details A� t f y Strapping Details - 120 MPH Wind Zone Strapping Details Strapping Details - 120 MPH Wind Zone -'120 MPH Wind Zone, J"Thru Reef ll raj-- 2xbWall Stud �E OF Epjy r4 v is YID, 6Tmpeon Cele out dlength, 2-2%10 header lapped around 2x8.111 plot' • +��P O i i• w i A'j' 2 - ---T l.`•, x and nailed with proper amount i coed mile double top plate € r _ 1 I I•___ 2x9 bottom plate re 2xe ca andlata P 4'concrete*ob _ s a _ Z d�u �jI x 4 � .ZI w1 IH '7' 1 i al l Nomonlhor mItzhaof omerarand " A k65ltlPiPi"4'/ l' Al's {f+ ✓, ?t" Marine plod undeabf -uee 3"square �_ . metol strap ` , yvl � � S - I S O.W Onaat the III In th.criRwl lead wet a n 2nd nor d° 2 Foundation - I Section End View Jack stud i t a may- < x Window Sill Plate Residential-Ho Chose k,�+ :. \ One m the link.In the crltdm lead post v king stud Lang I9(Qnd I IC? Wall Studs to Rafter Connection IT18 one of the Ink,rank. the critical oad Path Wall Studs to CCA SIII Plate QUy - Garage Foundation - `'L^f hFr lders fmC.. y x YI �I 485 Sutton Plaoe , I ' Strapping Details — .120 MPH Wind Zone GreerlPo Ct NY li; ` 1 W.M. - - bottomtoDrawing ,ifle0f I pa DrawingTitbes xi « ,.m�,.. 2x61101 Stud 2.e Wait stud EIevattrlanis 4 �r'+ h I "'""m ................... ................ Sm encs 9 cu to length. S aria and Headere Around Wall Openings 5 r r a s t, "v' Slipped round 2.9.111 plot. - . New Code Design and Structural Information m 811 nolle with prop r amwnt tai l t New' ori 4 '. ... ...... .... . ..... .: To SCHD m ' ' Plumbing Riser Diagram aFproyed � �dd r General Note's ' ' e 1 - Enclosed Structure - Hou..Trap Sanitary System ,'D m 2xlOfleor)atm +PIUmblflg $Ci'l.�fl'tQt)'C 2 - Exposure B no..at. r y 'i yt,�daF' _ 3 - 120 MPH Wind Zone Nailing Schedule 2.0 con Nn plate 4 - DesigO-ill Prescript - km sheathing must be..tied W rip Plot$ : 17x10" "11 fro a comes,sea... p y - - - Slra aR4.r moa '5 - Roof Loads' Snow (1158) 40 psf live load 20 psf dead load Exterior wall sheatmng-1e"-o.a-T/1e'fir cox pywcod f9 m ♦ Nomm tow rrnm aw eusMrw " • ...... .. . : ... . and m 2x9 moa NII Flste -use T'.qucn _ I&-eogstruetlon: „ `t,. ? 6 - Floor Loads (living shade) 40 psf live load 20 psf dead load 4'Eawzw.(wy wall mnhle4'mbomer)-ed 9alwnlzee - - hwring plate under nut - ® ,p8rR1It _ bommw ache wary 12'1 a...mob mid _ Foundation _ 7 - Floor Loads (attic, exterior decks) 30 pelf live load 10 psf {lead load ocular Zara.(any Wall beyond 4'froa,border)-ed g0wnb.d Foundation 8 - BROW (45 psf) - common nils very t2"o.c.each stud 9 - All structural lumbar- plates. Joists, etude, rafters, floarshealmna-see Nanmgzw.far Real sneqthlrg Diagram Nollin Zones for Roof Sheathing in 120 MPH Wind Zone - �_ zSaml Zan.2, ar Rel 2ane4 g do'nat segln.{,MiB ri()t r5.rra { +k collar ties. ridges, vallye and hips are Douglas Fir#2 - - mala &1..a. 12"o... 3l e1 4' 0.0. Onemthellnb In the erRlcollbotl� flgU,rnd diR18f181(if1�'fl��S1 a+•^s> - 1 D - All engineered lumber Is indicated on plane by type, manufacturer and size. e - Panel Edge. 4^aa e'o.a J ox, J"me. £ Y 11 - Floor, wall'and roof sheathing are cdx fir plywood of the nominal size Wall Studs to CCA Sill Plate given - Floor sheathing is always 3/4" T+G, wall sheathing 1/2" and - - ' Silent huRibef lb b sheathing 5 tplywood. :,-,file.nufnbnr d�39593 ' roof he 9 / _ 12 - Manual Used - Wood Frame Construction Manual for Oneh 1 r . ddit orTwaFamily Dwellings - High WindA on. - -' c t en°d . IIS _ _ � , - � � Ll , I 1,11 P 1 „ ti T v 2.'ST�,i l u,:- - _ - :l fin, 1 ,fit+ k ,x\ Toy d( ' .' �. _ ._ i _ _ i 4' 111 .1 _{ t gyp. - _ _ - 4 . ' - tint. .,. - ,,. _ a _ _ - - _ _ ,.� Ih 1 - '. _ - . . - t d�/ � rat ill 11 M Table 3.1 Nailing Schadule `' .-, - - - nigra D.$aa RldppMf Mtata _ - - - - ;G+iMI Ehtl2n?dpg X if� ` i • - - . �_ _ �� _ �,,.k, IN 1� 1 ., b04161¢cdnlp'17urocr cfauth, 1 ;r _ - . GENERAL NiJ`I'ES: - r N G.,Mmt" or �e . _ - ',.. fi � 3.L Calling lr"kit Sable FadwaR - 'alga Namber a rancher of - ]i'proem I I, .. 1 Derr.ption Gasmen Nei ., Do.Na%h Na,l S 1 - . tilt tt01f0Y11 � ,, 1'x� - . . Roltm Ratehad� R - -- nogPFRAnm+c USE A WNINUTA .01` ;I;bface0f)14e lifadtp'urfeet.'" yF � µ1 w "' tr r3rch of $olidblodcin atiallbe orkdedi"Aill , "fierloT Plate )'- ' per TWO 8d NNI:S THIS ,,, } rs w+T Ther ATChltrSct Wlil Clot havC Con d u'Sa I2. $ ,iK, La cwn6.rw Colin J�aloT Plne•wa ) • Per iost, ;i' „ 3ifslb.'1 •{,ANi(!6 pndaRtM7arlw'hl "-, ` 7 :, ed} (res Tible IAA fact Ttbla]:4A} r. and not be responsibta for construq!rn oitta..Walls s t mid lot Atiow2"'tit a SIDE OF TRUSS t" } 1 sup ((oatunkd) (see TeMe].JA (.t Tab43.4A) - . , ., 1401 Ridge blaral.lw.n1 d',,. Tm.weNlMa!•lac ceiling).A to P4nnet Ali (fan•Iwiled7 (.ee Table 7,9A) . (see Table3.1A) each lap •, • ak!!d lawYilalt nalllt atgyfi d1!2 'la I -j1 , of�'t meors.methods, techniques Kiquentel7f and. _ 's :•7eC for tooi3. _ - Gass.r.a TM Ceiling lues{.+pr,Over Psninaw lF.w+.:led) (ace Table 3.9A) (,c.T+ble 3.9A) each I.p Q � lt�illd Ell eadl af�r'I�Ytrwtarek '.vp„F ✓N(-+Is1y.,7 > t programs in AommodtOn with the work. - 13._All thuds shill be ntiiedwilhgolvgnired :.so.a.,l, I - _ _ Sia . . Cooking roafta(roci -,W) (Ma T.8d., A) (sr'7,fod, 6A) pane Od NAILS IR • �Y - y ," b�A` r ' BI«kin3 so Farm(Toe•u,kd) _ 2•aa� I-I Od• exA mJ Qd IYAI.S ' ' 3. a aincorn ply wtract ith a11a1sWs xdMattea nsles 3+Fate Building CodtNPatend of the New York map at•s ' 0•414 tuna Ruo Board m saner lend-nailed) ' _ x-aril 3-16d each end INTO i�t1135' I ' '' _ e.a�,411 'y "., + r-;,� « 4,ny`R B Y g sear regulations and lawhll orders of any Public 14. All flush wood cMwgc•lom shall i�fastened w4u cRAAnNc r ` '*',� res Authority besets on Incante ofthe Fl m LLOb Ridge Roaed ant Calling Jelat DO to" / 1 i x r r t . HY if lin withrea ed,,,I,.I,.,ad Metal Sim ista t - - lop Plast m Toy Mate (F.ce+wdedl 2-16d' 3-im per foot /1 / '-X_ •'• Af'Ya'11' r ♦ t o q' work alts shall promptly mai the �, - r 0 -t to r, ' b eaaa14l1.Nle•a.� Tep Plaits dl.nenec<iorrl (Faeaewlea) 4-115d- .5-I(d janb.each.idC 11'/ �'tl• ' $ p .' e y. work and shalsdrawin and iFlcatiane � smdlos4oa IFa�-,..Deal l.t6a x-16d„ 14^or. r f is ,y' " • if 15. All raiof nRtra shall be attnt3aed'Ito'the n "Ile" a0.a e...w to a W P1 s w..1►4 sa .nes Header ro Heade.(Fa eetilad) 1641 d la•out,a d1•a i •' c areatvarianatherewith. lata with alvaniledhlirrlcane'.Teoa _ can.n.Ie.,.s..nl _ - ,.;; + r'1 t . P B ly. " Tw S 2. G4n4 and sontraetor shall indemnify a¢d dow7s tvnt5oae.n� (ietl.itwaal"Y w m._ass s4 e.aa noto.l rya m G[•St ut Top a Baran Pfau b 9bY (Pntwkd) see Trb4 3.3A1 (sue TsbN-I�AJ tx++ t\ F1 t � ,lyL - ilolt3 harmless the Arch itect and there 36. Alt pre•atgineeTeel harbor shall,be io-w wnr Bosom PlaleroFlear)osl.l7rdioil.PaM}onla 2•ifd'u 2.164" Pont foil _ + ',. + , Jt"�'4'T�'77,}; agents and empigeea°tiv+lt all claims" insulted pa mfg. Specifigsutiona: snawa st.e. Blanding (fact-roi1M1 e� r Tf " ,,a r darikages• losses and expataed including but FLOOR FRAMING - - ....ooIL .. not limited to attorney fes sur sing out of dr 17. All dearie work shall conform to lat4sl m. of the National Electric Code ensva l..a lural la Sill,Top Pt le a Guar fl ear ailed) a Ad a I Q M 14.:57 resulting lean the performance olthe wale 18. Ak'. plumbing wale shall canply with NYS M. B edging ro loin Row aDea) 2-sa a; oil each and Rd NNLS ►Ipne 3.Got tawl piedra rt ,\ pr»itledthatartysuchtleim, damage lass 8viidMB m«tins loln.elTaen•ied) i.ea 2-la achrna INTO , sur a provided d(t)any touch claim. to hcdi ty Fst.•n 2.Tb reser Rr.elnt silentness '* a r 19. ILilahesl and beth, to have esbIuM fan as Per Lodges nt Sill a Top Pok(i0con Ind 3.164 44bd each block E 1E$ 0 r t'� n + injury, sickness disease,or death or to injury plgaea lSOa altge Mord and Rat74w r1p aaLR l4dga Ship 10 Beam(Face-n.itad) 3.164 4.16d each)as, d ,q to a destruction of.tar gible property(ants .NYS BuilditYE Code Joist on Lodger to Besm(Tae+stNd) 31 9d 3.10d per'iass - _ than thelvaici[seif3ineltidingtheksasof 20. pomGTtkIrolwateyrpipLaand heatinglobe n..btointotole(end-neaea) 3-164 4-1fa pe,lool � 8d NNIS INTO "i1 sup STUD Simpson Stron9-1Ie M . nand loislmsilla7 PIatF(recnailcal 2-I(d' 3-16d Pe*rad a sail b lI use ranking thuefrt7m and (2) it aures M' ¢Isuletod. -I' - 7 .whole .x in Pari by easy negligentllGta - 21. Provide-clods type daylnighl the}mo11tat. e.n.n.tanr a+.0 Roof sHEAnID4G - - '' I f.,......rt..y+�+t.i..U,NM Rawau H7' 1 , 22. titers and windows to be insulabpd 8141511, Structural Pawls f ad 1 W C.Table 7 l oMoo ) ,)` ", 4 /"x t omioi,wt of the contractor any 11 Al 1 - ' yen directly 23. En.•nnce tftaore to oonferwa to N'YS Energy " • 1 . , Pa •sews a i-. -„•..---0 . Itr coot ` , , 3r subcontractor, anyone U.aaul Basad Snottier . i Maoss"M "bY Y hers or indirectly Cafe. sacs - I'x6`a INA, 2-Fd 2-10d ear _ ' � (1 L. ';;+ stnewsa .. ............. I 12.2E *« a , x, w s Goa 1 by any f f a an a for 24. Provide Iwlldce detector's a per NYS a.n.r,n.11 - atcrtoR A•A Gymam wdlt,,.M rndw c l 1 LI r sxI Sit�Rr mf: yllr o m 7-.:g tr 10' eels r ; f� '' I M, F .i . employedspy of than yon •"'•....... ._..',--..... qb 120-mp11 „ em . 'o"act$Any may be unable, Building Code. regardleal whether or not R is caused M par[ �)2"k 12"headaa over any r .i..~w 1 ItsOst Yd1d S01M for - by a patty indemnified hereunder. windnoned- em otherwise _ WALL SNEATHInG u t. 3. All aodee end regulations ofNYS Building spell V Structural Pa«u td led (see T.bk 3.1 q wtpdde(2)2 a m ural thacueetuerOdldap v � ;. ow sued Code shall govern over all con5tructie¢ and 26. A11 headers 6 a large must beet double Fiberboard Pmeb f •r - , (9wTalIN/t$1. _ 7/l6" 641' 3'edge/6" rmld ' �7{ Y" installation. 25nr sd' rrdg./6 new 4 Q) i I II.II'T 4.. All 45011crcte to be ■ min. 3,000 psi at 2$ gipport riltda. Detail 2 Single and Double Wall Garage penal l xn,+� , I I#, ' - 27. All lumber 1 must gradE I. Beam to support ponsnd tuppea p6et16 eaund.hOr I„r„� oypnlm Wel11w«d Sd cnolern Sd(Dalen T.edde J lo•hew ' /• _ v , day L stamped plywood uplift Connections may a taDCed was a MsI:flM b7 _� a„r pn I��r nsry nanw,r $, , All footings t0 bEar oil virgin soil pteSRarc alt include calcularorts. 'I .aac"�,^+'.,' ---___-_� Nauckbo to as (.x Table].11) . assumed bearing capacity of 2 tons 28.CJpeningS emergency 7 This Ae aii ro eats suss Iwo mqulremems 60.$41K60 1 t.rr a el and P.eau w m (aN•.aahclD earl _......................... . - ..;- i a 1 770017 o•operable pegs of windows located and Double Wall P Tial system (l is the dmin'tena W_ 3 1 , 'r4 t L jai a rcpt d 6, All flaming and sheathing shall be grade respi nsi0dify l0 provide a complete IoM path for ag I IT.waW eo.rt snammg - aa tv da lmobsvueteal tool 1 .a ..., 1•.6-« 1•,41• tae 2.1(W Par supper+ Y I Prove des' � loads in aep01d3rat Roo IM sin cndes. 1 e•n,ao..,,.. Opter g / rr�s,..�. \\ rsD�r,sr. y3, a rl stamped. - Such openingssheHnot 3. SynemnhngequabmetumdeaSMqum6 - .�.�II' yl I�j 1•,IO`«wiee, 7-aa 1.10d xrsaPt•m4 - - I a, V. t specs. ' shall have Double wan Poral slues. I � I. e.. \1 _ :r.e of - . 7. All interior pai1141011510 beammdouble impede egiesi in an Ismergencyi /. DoubleAllemalWrll Ponlon:Aes.langur PRO hddd I 1 1! II FLOOR SHEATHI G Taele-12.6 door joists or a noted: a minimum sura of 5,7 sq. R. with a (ern amber/may be substituRa wr me Iwo header I t „-a.,..-r.r,a i1 11 �! 8. Flour, ailing joists to be Douglas F'r;Fb- minimema opening height of 24" and a spawn avow.The despn ansa for tens condrom M s*wc„ssr t swcml P,neh Case S udy Roquoof nis IOr ma ' E,73'E - 1.6M or Tate Joist mmimelnl opa5ing width ot20 w th bottom m y men be evnNalM as the sum of the Indwldual I 1 1`w lets 64 lea Votes// 12^ wild Casa Study Root-t24mph, �Fli� a at. t2'aa' S'ad a at s, S 1' I dna w ma 1• lea 16d c sloe f 6•'naw 3-see Peak Gust,ll2-Inch• r � - r "will(Piei ralmg3.IMmdual wall(PRO rtmils lot 1, ��� '1\ I I\/ I 1 �I71 OietaW coos shnth:na9• 'All iub.flooring Shall be COX '/4^min. . of v)+a.ing no higher than 3'-6;,above this cpnailian mri Or ruts t1a hall bl Vat OoubN ,, ,.a"..,-- I 1 f \ t-.6•or I•=1• Lu 2-10d p..,,,ppo„ Thick hoot She Onwith ed a'ase. e'D.C. Sas ]'aL. - r t9 4R - thickness. All edges to be act al solid finished floor in all above gndC stories, Wal Penal whims.- I ; I I/ \I "I I•,10•a r:aa -.� ]-9e 3.;W fill s,ppa. GellllllOfl Neat t ' � l 'vf;I4�1 IoM supervision In S. larger M1eMv spall On De aCeemmodaltd,I large ,, w . \i ' Nailing re9uhemenn•rt hued on roll.hca6ina ns led M1:stir a,-ee4er a nkc p,"rl Mgt. ktill Mo.hmg n,oiled 3 mchn an<eaa n Me . .!' q p` blocking glued and nailed. 29. Architect is not engaged up header are wit such IhA rqulvamt stinness n \ .� - - - 30. Wall sheathing shall be 7/16' min. any capacity un less noted atlsRM✓iw, - equal 1p pf praW WnllaI P19',wed 0g the pa«Iedat MaMam heater atm wpac:hes.,aama,equuem•nnf«.ear.urnl member Mss hndwbk+taal.ema•a wnata...«leu cher . ` minimum sumer all mvmw,o length Indicated. I..es,.halt be used N maintain 11.load th ' r +i r 11. Shathing.hell be nailed pa the 30. All glass within Ig'offitliahed Floc shall 9 P ' Link 415-conecllan of 8. LTP1 and LSTA24 (despn eY nI0t15J are minimtm when wall alw.ming><mnmutu.avn connatcd ntmMa,the 1.6ol.hd m.nber of sola shill h pmnnaallol..edretd b 1-I dl owl pa fwl. `, n r requirements of the New York State be safely$IaaL Itqukemma b,chart IM adwraba Meads. Corrasion,Msnm It Tata rooting lads Q WJ I6 so :n�pks an permitted,check Inc for additional wits irmueM., WIndOW IMaoef 10 e¢affa afMY 1 alp. t ,�fi� �, q;'11I. req - _ - _ - - wall- - I " e "!d n 7 1w�- Building Code. _ - • WAR$1W .; , , a`.!'Ya Typical lateral Framing Connections ' ' Ci 1MATiG AND GEOGRAPHIC DESIGN CRITERIA " 'f.. wr s I, 9'Le"Mtr.. . . . . , 1 Shutter Optlon - For 120 MPH Wlnd Zones Only CROSS SECTION END VIEW wmdow"Mdal s1 a . '' '' . �[ y Ground snow load 451E ei+1 Wind 120 mph 1 Iv z .' Note, -The shutter design shown These shutter designs by no means Seismic deli n Cate o II r herein will provide significant represent alk possible workable designs B g rY - I r F Vt �r .} " ,f protection from hurricane force and can always be upgraded to provide Weathering , Severe puN ♦ - ' -winds, This Is a guide only, It even greater margins of safety and Frost line depth 3 feet - �t _ _... _ does, not Include all possible protection. Thls shutter design Is I ( 7 sur, .. 'shutter,, anchor and fastening Intended t¢ be tempornry andmaunted Termite Moderate to heavy i r �1 . 'systems, and the Installer must 'and removed from outside the building 14, Decay Slight to modetate adjust all dimensions to All designs are based on wind pressure I ' �• : k`�44 , i compensate for particular capacities only. Winter design temp. I1B I ...� *"$ ,, l Installations and hardware used, ice shield underlayment req. No - - Flood hazard No " d G „3-`, r I While the design wind pressures are - - - _ N � � based on ASCI 7195, the building _ l ran " owner/Installer oust still carefully Tabic 3.T Header Connection Requirements for Wind - Exposures$ ' ' ,I, r , ' ` �" evaluate each system, and then 1f MINiNUUM.UNIFORM DESIGN LOADS - " necessary make' any modifications a - _ k t .1 ' qt= T e canslstent with goad design and bullding - Dad Load Atsum rens:Ref/Colin AssemblyDL• is r I. f,T � aetlee5� i '/+'ci24" STRAP •a�� Live loads: io1LYR , TTum Sa»tW Gun 95 90 foo 110 120 170 140 150 - I 7 a P, $'.,L pr Wind Speed Imph) y y flGual I - (3 16"OC }' Rooms other than'sleeping 40 psf " Hada Fsr ulna{C. t of ' ion n Each End of Header M. '? - .� n µtM' Sieepingr3oms 30 RoofspiteSpao r ax' balrRA STI"ekta ATTACIwa1Nr-V MMUM Decks 40 (n7 (n) lJ'-' L Ur'' L Ux4 L ll''" L Ut' L U14 L U'A 1• U''' b 0 31. 1-1 r tx' "� y tis Attics with storage 20 2 47 79 62 - 89 9} 709 i37 132 165 157 _201 •195 251 214 299 -246 ,r 'jzi'ii; w A bm"d PWA • I 'h `DIA.SILL BOLTS g 'a 94 159 i23 177 186 219 255 265 331 315 413 769 301 421 3911 492 - ,'• , f�4 a71as4 I (¢�30" OC 6 IA1 x37 les 266 278 ]xe lila 397 496 47x 610 ss4' 753 (MS 4197 7741 - "' r esa,4nlsr I,// I a it4 316 146 ]A 371 U7 !10 529 661 670 126 774 1004 a5T 1195 9M• t 4``'73 r,a{ -�� DCad loads (nen181 weigh[of materials) �4 12 l0 213 793 306 u7 464 517 67'r 661 527 767 1077 421 1255 1071 1491 1230 , 11 ,d q ay`�*l, I•• III 12 263 4N 369 ?31 557 636 765 794 942 9M 1239 1108 1506 12113 1793 1476 - . ., Floor construction 10.7 psf a - ' k „y•, ' W41U construction, 9.6 14 330 553 431 620 650 765 692 926 lir 1192 1"6 1293 1737 1500 2091 1722 x t ; i i� ' jl FOUNDATION TiE DOW"IDETAIL Its Sin 612 492 708 717 4171 ,1070 1059 1323 1259 1652 1471 2009 1714 2391 1961 - Roof construction 1131 xi� n 1 1 70 79 93 89 145 109 102 132 '164 137 737 Ia5 405 214 494 ,246, , ' * ,�A ' , r Scald"- 1'-o" yea .; .. .' .. r FLOOR s 5 .• s 4 139 159 197 172 290 219 all 265 521 315_ 664 369 910 431 967 492 . - 14u Y, ` i r ' . . . _ , 1 JOIST 6 189 137 290 266 435 318 605 341 74I 473 996 554- 1213 673 1451 iia ` " tr' u,n" •' ' Snow load 45 psf 3 279 316 314 354 590 437 807 529 1056- 630 1327 779 1610 $37 19]4 9N " �' 6 r Z Y • � S"r $hutlaf , �'a11+ , 14 10 349 395 467 M3 725 547 1009 661 1321 797 1659 924 2023 1071 2419 1230 1 r u'. T� 311 A'.Ty aawn r 12 416L 474 %I . 531 170 656 1211 794 1585 91" 1991 1106 2430 1215 2901 1476 h, fpr {gin" ;i, 1. Res t" IWAN I Rod 1 in to Deaga -064W wrdaaa ' 14 468 533 654 620 1014 765 1413 926 1M9 1102 2323 1293 3975 1500 3365 1722 1 „, CaRA&ntiom secular to dell lm g Ifs WYd•a� TNta l 16 553 632 741 106 1159 874 1614 103A 2117 12?9 2655 N78 3240 1711 7669 1961 y RlQenerA re nrdml.nutria$dU& T r IAAIa6t/M 1Pa1N WMOWT SnMNM Typical Wind Uplift Connections x 93 79 126 99 I9F 1M 277 132 364 157 454 IIS 361 214 670 2A6 11 , , w,: - r drawn n Rgsur 1. J-' ApPrwaNr,n'a DrRrc.ian On.)of 4 I96 ISA 252 177 796 219 SN 263 72A 313 917 369 1111 411 1710 492. _ " ,t 1 � o t _ FIOLM aA APA Pawl Apprw.an•N 63anMbum 120 wph De,.gn wind Spars - .: t e1+� 6 179 23'! 3741 266 394 32A dux 397 1092 473 1376 531 1662 643 2011, ' 779 a OF i s ,. 1.C7a AM eaod .matted - spas aaa,g .w.Igal pa^t) 3rw6tw span an ts-n.1•aleue t P•tltb with 114Or1ra1 ATTAGIYRINT-TOp _ 3 ]71 " 316 304 334 741 137 1109 329 1457 670 1614 7]9 Yt43 t5T 1611 4N G _ ` 3, 1- r ll 5 7X ,- deR1•t wsje taaedap b ttatAe mohL FICUU 7 _ lyla 1.! 7D 0.3 Sb {0 465 393 630 443 999 $47 1396 661 1521 7117 2293 924 2607 1071 3351 1270 . * � 'u` : 6 4' ,- Vi a„ ' OribatMaal$padWs(saengdtasWd ', ,,,,, - flood",, CROSS SECTION END ViEW 12 553 474 756 571 1187 656 1663 "A 2115 944 1757 1109 3364 1295 4021 1476 s� i 2 { +. r FIRM taIlRess AtrACaarser.WW mOMeYtilat ��_ I 341 03 L 14 Of 573 831 620 13115 765 1941 926 2549 1102 3210 1193 3924 1500 4692 1727 r ' '�, 3 Aim penal r dl in 2. _le.lr 4w" 7 7. k1«►brit lands6'II•wl+g 41.6 , Aaaf,...rlw a 16 -744 632 1009 1309 .1593 4174 2319 1056 1913 1259 3669 147. Nes 77141 »61 196. E r - I 11 rJ I ITl n L' L Comecl« nfl IDM. L, _ _ L • Com dm lsen.l",(pepwAitdvtD tae wwll} _ - _ `8 r'`� ,i .' xrl, a "S P, '. Marne the(aanshlgl.ehud tM wood 077.4. 1SIOJh- 4e/J4 2A 4e 0.9 1"Dor.i - myV _ - :r 4_l: . - 0 00 .Y, k nal rag.The.3a6a wed w wash aha M nawaM -••• , r v Caadaaia4 'i 6•+,an M.aa. Y•.� AIM 21 72 1.S' E7LI shim and the/M1uen mon his the a,w - I.,d / a+w 1 ' nnuimw P+Ym P M /«rtrala ea _ '` ldead0' r :Iti '� ;i `dao ' tnnael$w fir Jolly ef(ad.e. - _/ Tabulated hlenl go,nai.m raise M tread b b t7a110 tial 0,75 and 0.42,nap•c0r.ty, g ltrntd within a fees of building mmett A" a wi' t'+r, j emlo k I �"' 1 a Tabulated Cloning in&undrle a building located in Expansion:R. - n k Y Y e L 'of. Nal deur n the ftsmirld wide lld 4 Pt•aag s 'rude, lige ltd nada for alNtris over I . . q,��e' t I ad.olk TabaWed uplift rleq�aremmu'Frfmle.roofmd ceilint afxsnbiy dadlaad ol9 psif(o.ba lS yf-9pe0. _ -'_511 i<'' rr e u z 4 ,� 1 llf 3/4 u)eh IIf1dL For f1a1Y YP M 3 flet, 1 e eiinaltTlO D!e ll[nON AT 170 MPM DESIGN tvlraD S4tlD Ar 1 EPL Nt10NT TsboLled aplift but m specified Cm halos roppM ng mf membly. What nlculat ng q lift loads ter Iwden supporting•B fto6r v _ Rww---fir EST S1JutTtaS M(n1111 N AT 16 RKNt7 aces leads,the tabulated u9hh loads(half be Permirnd lobe reduced In 70 elf limn Inn herder sem for aeh(ufl wall abme. '17QsIdeMl li l'�HOUSC ,,'+�.Fa e r "1 state the nmli 6 ashes air-r each shins, � � i Sh~Span I+r1 � � 11 ' ) Forlparie3er3lea 9pactarl9liildwa 1 i APAPwnN App w4naef. Table 3.8 Window Sill' Plate Connection Requirements-for Wind -o Exposare I ; t alN t4f•n ageing 1lsayld la•/R-ri 24 36 a se 72 414 96 1 ' Long Island,,Hor1e "N rry ° . o:c.&IAAA;h,AIM.,p�yyaod.3W ' I j - - �o BuRolerS 'XrIC - 1 "�,tk"t - 4 t grant 2.5 0.2 02 0.3 e.4 0.3 0.e M' :I'MaitSnTml O.ul S� ktachthrriiuun1n4hdeilbk• I N - WiMSpeed(mpm 93 90 log 110 120 130 II0 1>0 Greenpor'1's ,T ' hadedsellsiorewofbwfmwal. , 1. M dtv7o 2.9 0.l o.I o.2 41.2 oA oar 1st I Window Sill Spm asWised'1/hsrl O.p.eiry ofCmmrclmn•t Each R.,d a( - 1 �.L1$ I `L atom 3i;and 3b),Uw I ld`nalb for 1 � - .(� ) ''(n) Window•sill PIa1e pbr. 'a - a .yu "�.- 1 " - ehoum w 10301 fleets&A And f6d , I - 4ar11 7 4 0.1 0.1 0.3 416 1.0 FLOOR ) 9 "�x I .+ Iirawln TItF' sr , JOIiT 1 79 419 109 132 157 les 214 116 1 + ''" P , 1 4 159 177 719, 265 315 369 429 49x :New Code tom toils, ., {,.,,lots he shWitM ow 314 sods thick. ", ; ' 1 �,i, rgURl 341 use 4.6 411 0.1 0.3 us 0.9 -i1-I _- - - 6 237 266 321 397 '472 554 613 738 , '�" : ,3;I• ' 1 1 1 ]7e tellls -, t.. {flip I"IN p 3148,spew Ise.to* - - - J ,i sMtRIIa ATrAesa4etr-atmwA - e . ,• 316 354 477 $29 630 774 u7 934 ., i Y z L , Ikaclir 144.Y esdl nd,H d1e ahaRler - , - . , ti s 3 ,f 4' _ �, 10 795 u7' 347 ,661 787 924 1611 1270 "SclIeClUI !" 5 ;,_ far opm O7wr3 _nsila - f 12 h1 4171 656 744• 944 rage 1765 1476_. - k(:T a* \ " ,� *'a}aYte�y,y�'"+0�1,��AT 'Milt adddi(11fWRr 174 O.AJeJla.d,d 1 14 SSl 670 763 926 1101 1793 1300 172E _ s L✓ '^ , <} 1 I sag's_ sR_ a . 3C N1"'•'Ylill•pad on'el tour sldak aMr a•as ', , - Window acid glass protedio¢ Shell meet e l , I, ' 1'rabel4ted uplift aid leftist 6 632 70A 7cetnwom requirements x0211 b 4 10411 1239 1478 1714 3 '. ,: . - r :.+t f"i u t]"r?';';td °W"` c - PwJ wa 414 a Mar• �I� 2 .r r alunilsavoaskww*A%lr' il . Oa i,4rrrwd .� ASPME188&97and &' TME1996-99 01 p,m4ttadbbmalNPliM ley0.n air a'ami11g 7N MroYMIrfOdsl � �: � 1d 1r .u.'" ii a1R,l alRtaatat offlidk - . . Shwa. ,�-„ _ paragraph 6,orstruetur$I thullen with I I fad oflesilding an an _ 1�"covlotrvigCktrr ..,m ' -1,°, .. _ /. il'r s. ' . - � r r„ -- r:.a .R at»ehed.h<rdwRreprovided Dctall4meet 1 ' Tina,Iter,.ieaioMe.0 on.abwlantJeetndleRxpnurrR - - p¢rPllt i . } .NW al Y iMeelrltdtvktwamrba Se- - vg orestcedthererluircme¢defNewYorit y••. 1Ix " y a[ ,,. State BtlildiDg Cod6 y `• a e, r t - Iw104"blepon, '.� FLOOR s••,`• _ 1. }� ))I�OIYI- I L I IOffe )01STLL (t6 (1DL SGaI$ ti1lS ptiiRt} y �'s A,- flgured dlRRrt5loftc pili .1 , , yy,r.ai,rzrat wsfi,.na _ _ - - sly` "' n I.Attar aacb*maer#"M . I i. „4,k,4sr4 L'�'" a.a•a Fall 4 'd` k wwrrwlt d'b:lr r' . . ghee k 1111. 'elI 11 IIlawll!YrLL' - - ' V wa. 12.IJ.r - - - - file ,nul4fl�t` 57,0i ,. tA2''`"_ ,`R�j .h ��i I i ,L I � � � 1 sI 1 - aws.. �s a tl4r t« W I Y�W snd GLASS P -McTtbN � � L � t 11 5� Q+e�ne'i b*age aft1 . . , _ _ t r 'rt r` f Ir w , q 1 - fs .see]".; tiia(k;ur'� i,4 ":Y 1I1 I i Table 4 NNailing ;icbadule FlYrrl'oA110a rnda�gaern Details SiHla 41A� iaaMlalal IGEI�TEYL�L N1�TLS: ie ultras A7'a I;*filed anteing Gable EnawaR -- Nomherof NmnMr of -•-_-i a Gable Cadlim-ing corollate of 2r'4s Placed in an The 9lrchitwowill flat have contra! or ahetge of 17-!Solid blocking shall be provided for fill wan.r� NaICI R fallen Desnpuion Calnman Naar Bo=Nada Nan 5 Kia bottom der from the lop censer h In gabYao Chi ve�Ie®,®e.ms®�.smm®��o®®na�lmsa rl�r bantam 4TmIR Mat'of the fourth tntst,oral from and will not be responsible fa construction joists.. Walls at mitt point Allow 2"air �- � aelam IROOF�� �. �/ ger P a®-.--®.�-- rthe GoOnxn center of the hk tollhe[n alucr mean methods, w�lni[uglseg5anlaaesnd rocfonlroofs, Poerae6eaa� a14c••rhaw. RaNTmTapmzte ffnamiled3 mmmmmm USE A MINIltUM "OF, Iae.,an bow•e er.s neon W o, (see Table].4A) (zex rable3.4n txaa of dee 6wnls truss(setF s, f nf.' ttma lease 1 per 1rI o)16dgasw r>rog 13„�AIIsNdalhell beaeiledtvith hmn(aed coling loin to Top Marcfro*"Ilidl (.eeTaNe3.4A1 (amTa6le14A m TWD BII NAILS THIS rams In rASsneaion with the work. ) peria7u 3411th, 14-gauge wood;smxlln w two 16d 6alw+ " x•104 rY1h es•"r•�h•• I Ceiling Joist mannose!Rafter (F.cs .iI (aw T61e],9A) Ism T=hlo 3.9A) achI. SIDE 01- TRIM ntred Variation M03 to anach the 2�4smdw I. The contractor shall give all nai«s and mails per the rrgvinemrnn of the TJew'York Criling Jan L pro r paniliau (Grow•led (se Table 19A) ('R Tahlc 3.9,) each hp r o Rldga&ars. _ ` C"IlarTie,ro Rafter (Fr:rn-nailed) - (sq Talk 7.6A) ,(aee'r+ble 3.bA TDTN. FD'dFl • • Sp n Kobe and to ad"of lhr lour anon. comply with all laws,ocilinimcm rules, .State Building Ladle. ) pKna Rroe'kmg to R.ner ffm Red) 2•sd . 2•Iod each,.d ��' regulation]and lawful]-den of any public 14.,All fliush wood connxrars shall Ina fastened _` aulhn.l�' R.m Beard h Palter(Cod-olilod) 2,164 3.16d Iles NAILS --.•- ee nod INTO TRUSS 8w-III as -.ama.ammvaa�vr�wraa�®®oaiap ®®m authority!raring on the pafortnfina of the �w:th rated,gilvsniaed tpu4ai,Rimpson -'-'^"^--" / Work and]hall promptly notify the OOcltw(YtOrS. 11Flgwo 3yOb wldia aoePa taM Calling Jpiad DataO _ J �•_ WALL FTLSMINC ®I'�m�nne®® � t 'r�'^I a.n•��'t EdJ Architect;ifthe drevvinga and specifications IS„All taofmRe[i shall bei,rnedlalto etre wfp4atn.es aaemrw rens.a:sa^•�V ®cla�cm�Pla{e�®®®m",q P W 1( (FAI W) m2.16d' 2-16d' pa faro / i i i Y are at varianlx therewith. (plater with galvanized hurricane Teco ty- nls•na<h Innes m.nei� Top1 W Sid ff a ikd (fnoowiied) 1-16[1 s- J _ _ I _ v c-nw,nvlttin-e es-vnl w•va am 4-lad,vull. // Send lv Sha (C.rm-wit2d) 2-1&I 2-Iles Mi9ts.ai::baidc �� r� fir! �x��� I i� rp� 2. Owner and cantnctor shell it danmifylimd down aontxaera at"nr�\ a:µn:.)�o°i lint i Gree""°m"°/ 14 Q a�aef f i fff hold harmless are Architect and these Header to Flnder(Faae.a.imli) led l6d I6•n.c.alon a entt and.em I G.iA(t pre•engineered Ilanlber s17fi11 lee =°r•.s•slop (End-aukd) (,s irb6 33A) Ilam Teale ILIA) Per curd l _, g Ptoyedfrtec andlthere, se Co.larlWhat 7•m 1aa4 rrrh TapwBoda.n m:demStod .s g alta, g Imifu Ned per mfg. Specifications. Owmlll sae. per foo �� 1 damages, losses and aloes. includin but Badom Plate ro 19i oorJaia.B•Ndjoisr,Fidjain a ',2-Iles', 246d'a F 1, 17.All a Nati work shall conform to latest fay. not limited to attorney fat arising out,afar ®m®®®�ro�ao -�,a, �,�� ��®m®� I �'••� ' Blacking�(Faeamliltd) I '••... � of the National Etetxric;Cade, oeunl(Sn dram the formen)x of the vrwk e->e FLOOR FTu5tr.4c a provided dint at III claim, dame loss 7 8.AI', plumE4ng work shall aaDrply with iVYS �... dn.ae Aa.i >o�s-'-'�mmrz.mn®.�I' ��em ®ma�®Ilmn� "-"+•"�+rl or 1)is attribumb[e:to bodily Building Code, IIJJ 'AMIAa �- loirhuo Sill Top Piamµ•Gudw (1'oewerkJ) 4w 4-I pnjain IY10 expense ( IY injury, sickness disease or death or to injury 19_ Ir'iilchen fiord bath te,heMa exhaust fan ea per nawf 7Aro neer aresatn(Erndwall. _ Bridging to oid lfree•ranrd) 2-ed 2-t bd each end Bd NNIS e OlxkiOg rw loimtTa•naik6) 2•ed 2-IOd each rad (NTD P}Otao 3.Gable lied erwdna to or destruction of tangible property(other NYS Building Cods, 11 - -*------ BIocS:ing to Sill or Top Plate frxmiled) 3-16d 446d cKh IIII n 1gep.aloe wlds.lafw and aanesr rip o.e.n PlAlES' o than the wok ileal f1 including the tans of :20_ Oomes[ie hot inter pipes and heating to be .- -.---- use moulting therefl+an and(T..) is,musted in bmiatrd. uM ealaes Ledger Ship b to Beem(Tim mad) 31!64 4-Ibd . '� Joia4:rnl.etl IO Beam our lathyoin whole 01111 I Ledger (3' nute,r) k Bd 3-IDd Ehl"r{T' pet! try pay negligent or 21. Provideclock type tlaylnightlrhermostat. Barad Mir to Sill wTopmate) 3-164 4-16d Paiow IN NNLS omisslian of the oontrector anDom 1 mend Joist as siRlorTw mesh Cr«-Indra) x-Iles' 3-164 p�er)ravl INTO Y '22. Do m and windows to b5 in3ulatod lass, nem � -•cewu.m.ta�n.ro.-t i >e�"A�•n��m.'� aHN S1ND B ins«ns4wa•swaa4« faowAu-• ;Simpson Strong-Tie subcontractor, anyone directly or indirectly .�� mom mom.. mmm®w 23. PrraneeriooratooJnformtoNYSEnergy ae"`a"'a •':1''1 a��-gym®m® R(JOFSHadrnrnc H7 "played by any ofthess or indirectly Code. _ smu'nnal Pwmh td soil (see TsbM 3.101 A A I Din81ma1 Bard Sheathing employed by any oTghem M anyone for 1•=6'cr INA- 2-Sd 2-IOd 24. Provide smoke defixtars as per NITS pn r p w whowactsanyofthemmaybeunable / eleratua' 1'=10'mnvidm ]-Rd 1•IOd � per rapport r•'}�� BDIIdIn$Cade. .amv�e:m®namr®aamra®�.,a� ewes ax®� �a®� �"--a.l-- FiOun'12.2n raegardleu5vhether or,rad k rs wur4ad in part arnrgraA# ' - ---- ' ,25. Ptwide(2)2"siZ^iheed�'sa over arty � a.rt,r rp - I .. . . ��m CF.ILISIGSHEttTHt:vG --0...............:---.,..-..,..-.-....1' NNIInD;eana for root Ir a party indemnified horelm.der- - (f•-u4 wsrwww . e•®�®rr rem�r�m>a® Code eshall 26. AHh+adrma 6'nor larger must have double �u m [ sd solos rrage110'fiend p i the tug2D-malt window arra door trpaninrs Utiles+otheru7se asa,aa, G atm Wauhwrd wmalrva 3. A.Ilabdesandn5gulationpofDlYSIBmlding � �'®®m®�-m Irl---e! m�,:m �,,,1•,s.�e�a� 1, '• poakpuStwlrWzanala C sdearhell govern over all construction end Ne easy Study bWNf w44LL SfiEArm1IN,1G _ ewe®tom vaas�ae. »sea--a asoermwe�®amus \ r�� Y rig strmceunl Panels Out (nae Table 7.11) Q' /�" ) has Taloa 12.4 Support fends• Fibdlboatd;Paneb ' 4. All concretetorbea,min. 3,000 psi at28 Addl'tlOnal NO'te51Wilt' , I .. / .................. -- - ' 27. All lumber old plyrwod must be grade 6a 3 K1ga 16 fila days. damped Detail 2-Single and Double VJmllGarage Pattal Ice Protection - The roof of this 2sr3rn _ ed 7•elee/6•ficW 1 Q all S. All fwtings to bau ms virgin soil pressure L Beam 1a supppn pas aMs ppan;pass m foundmia, q:ssumedbcari capacity afZta115. '7'g•OI�tngsfiwCmefgattyustoShallinclude uplift connectoAmaybereduced ilMM611 IiIRdbr It-....n . structure shall have an Ice barrier that wnlma„d 9goperable parts oferindowa located mtl elation Wal Portal ryslmn.ills the tleslgnMd C ��� consists of a self-adhering of mer H dbaala ad ad (rm Tahlc 3,ln r-• , fl00ra or e-rlv.rawal. - a-etru.anan.ananw-•s g p �rRadn' Ili cmkn 5d cmkn age 110*field 6. All framing and sheathing shah be grade Z. fah ouilrWOOPlatel sysle mills Tho lm ��•{ � .• ............ � h.....•••-• ^ • r• i - , aPe11 4 p .-..at.a .a� modified bitumen sheet In lieu of narmlal P=aQehaeaPawh � Mato 1prrvlda mtobslntcted egress to legal m ser ed ) Q © . sYa"'p�' Stich m shall,not moonsitfi to roYAa a complete mad path) an t;. ar,•a-atn.ere, '••"----i- nderlayment and extend from the eave's aa18amil Board Shwhint a j 7• AI{ in'leriorpartiti7rstol�ear,ondtuble im a g ey, loads lnaccoNanctrdlhJim aoreminOcuds. ' I� edge to a point at beast 24' Inside the 1"XV.,t =r 2,8a 2-I0d pm,nppa„ ped egjes6lin ME711e rn shall have 3. System ralimosquals the tum d fie Smpltiaml �rrrw_•wru-,n++l•.1 \1 ®""`-�'"'• floor joists or an noted. 11 j aminimlanuxaofs.?srl. ft. witha ooume,wmlPpminfues. � I \�I' � ----^• I IU exterior wall line of the building. '•"1D�orvndef 3-ad 3-loo Rt.*n'rwtr • 8. Floor.ceilin joists to be las!I Fb- 1 / . maaa�mm-�mrmmmm- m mom mmmmm.a $�pg�p�q 8jo �4g to Opening height of 4. Alternate maybe,A6mlutid[o the i / •fir • ' t/� eP""-- ll FLOORSHEATHING Table 72.(0 ��IRin4rfsi�Irf.itJYi® 8750- 45M or True Joist (W amber)may as suhslBukd for Etre tura nneet /ll 1/ Smoke ;Detectors shall be installed In the "�m�m�� " �� p�� ®�� ���e�t� 6:dii�lr in10)Mum opening vridM Of Z(r'with l7rman shown so".The resign rating for this Canadian I l j �mr�m'•�l I _ I Strlrca ral Pmels - Nailmy Requirements Im Ihnor 51 'Ali sub-flooring shall 6aCDX. '/+^!min. ofopating no higher than 3'ati above may then be nahatM as the sum at the lntlnidal following locations, 1•wlna ser _ lod Vedr0i •field Case Sluilf Roof-1211•mph, F;F;hlcl B'nc. 1i 0.e. 3'0.1: 4'af. thickness.All edgq to be sd on solid finished Daa in ega1edfograde Supervisio wan(pkr)rnings.7rpiviaua wag(pier)ratings for. \ 11 arereSheant' � Nsconditionmrytp Dlanssml;of Nair Oau94 "m'^'"101' I / ) 1 - In each sleeping room [s.a�.lBo n,W.Inf 1°a Ilse 6•Kieel6'fiem 3-sag pease Gus1.12•inta• blocking gluedstrid bailed• 29. Jlrcllitect in nesrn far Supervision in . ' j°'•"'eJ l gall 4.0.0. 6'aa 3'0.c• 3•at " gaged rope^ I+an ronmwNes ' I 2 - Outside of each selpara-te sleeping 1�s•ml �e 24d 2.lud pt, apo Thick III Saeathingnefil m 10. Wali Astathing shall be 7/16 min, any capacity uilltsainOred otherwise. 5. LonOK'heldin spam can be aetammodated if larger l o"•i..e"aie ll� " ' area In the Immediate vicinity of the .�, '' o•arwiexr 3'2d 3.7Gd per n,p„r,K Commm Masi .headersare used such tmlequhraieol slllfness;lr- 11. Sh�thingshallbenailedperthe 30. Allg(assvvithi Iroffinishedfloorshall equaltoor9mtertlnnthat prawaeatryma � --1 bedroO,ms, Oe9tremmanrlbned:aMNlf6talhiaena.Id6imiKamFemlerrtlhepaeledge.if-all>Ap16gnMiled;$ naa,y, gµynlerialle . ' ���_ __ ___ pamlydgem064am AigAT ehorhe load th,' finnnbgWmmenn fr,rtrvaeN acmWa Nam saedwbkd,ar aherrnw aeuwctora,.aachw .Mr lergurepl2.40 Building Co ofthe lNew Yon};State bCSafetyglan. minimudLSTA2rand maahnuoffers)ar iniftied. 3 - On each additional story Of the lata,'hall 1.e1nK[m.rminaintheloaeperm: Hui{din Code. 6. LeuienenslasciOtwstheyiveral Winos.own. - �•.:�' y P 1" 9umuimaisarereameereenemben,meiabelnedaumtixofnail, boll he Link 41 connection at , g fagdaaklln M,ttbilNa the afmvaah loldi ,�•+�• •'-1"�a•: dweUling• WhenI(s1Y_ gap:�lane pe! need;ehecklmCfar addieiaahp quin�mtnbt•f�^�wf-� window header to rurtMkr West t+uyl ,. ,e.,yr. ��`Ca`rraigircligaal it fyK!rVting Mlh unal6 Carbon Monoxide shall be Installed ,on all "' wall, levels ,where sleeping quarters are Wel Gus CLi14IATiC AND GEOhRALPAiC DESIGN CRITERI2\ located and In laccordance with (Article 10 Addltlonal Notes of the Suffolk County Sanitary Code and Light, Ventilation and Heating the Carbon Monoxide Alarm Standards, Lit*Is All hodoltable rooms shall be provided / Shutter []pilon For 120 MPH Wind Zones Only Typical Lateral Framin Connection's • with aggregate glazing area :of not 1wMawaHa4der-� Ground snow load 45# g Less than 8% of the floor area. of Noter The shouter design shown 'These shutter designs by no !means Wind 120 mph such rO01ns. The minimum openabke . herein will provide slgnlfliI [represent ;all possible workable designs Seismic design category B o.reia to -the outdoors ;shall doe 47 _ protectlon from (hurricane force :and can always be upgraded to provide Weathering • Severe Of the floor area being venttila'teah r _ wends. This Is a guide only, It „even greater margins of safety and CROSS SECTION - ---.-••�-- does not in olI (possible protectlon. This shutter design Is Frost line depth 3 feet � � Master Bedroom 14% laze 11% Vent• shutter, uanchor and fastening (Intended to be temporary andmounted - systems, and the Installer must ,and removed from !outside the bullding, Termite Moderate to heavy g _ . „ .. . ., adjust all dimensions to Deco Slight to modetate _ Bedroom 1 1'1% ,glaze 10'h; vNnt, All designs -are bused on wind pressure Y gh -_ ___ � Bedroom c. ll% r�laZe 10% Vent, compensate for particular capacities only, Winter design temp. IIB alum Bedroom 3 15% r Laze 147 vent, Installations and hardware used. Ice shield underlayment req. No µ ✓''* 9 While the design wind pressures are Flobd hazard NO `•. ' r 1 Bathrooms - Shall be provided with Master Bath 5.7 sf ventilation loosed on ASCI 7195, the bullring - • I aggregate glazing area In windows sof Bath 1 ,8 vent1tation - 50 cfm flan owner/Installer must stilt carefully not less 'thMn ;3 square feet unless 1/2 Bath 50 cfm fan evatuate each system, and ithem If artifical light and a me(=hanieal necessary make may m design a and Ir IV,,,�IPQIIWIIU'1VI C)NT�U�RM DES(s LOAM � ventilation system of minimum 50 cfm consistent wlth.good design until building �_ ., practices. - 1„A„;Z4„ p - -'--- �, for intermittent ventllatlan or '20 cfm �y Rooms for continuous ventilation Is provided faoune i Qa 16^OC �' Rooms other;than sleepinp, 40 psf � siwringe6nr119111 lAxrAtltstgp'.vftqutt[D Sleepingmoms 30 M Deck 40 •-.-A►Aar.r,aee ,t - Attics with starage 20 1ZooR �I Tables 3.:T Header Connection ilRequirements tl'Dr 1Nind - Exposure. B • A"DIA.SILT.BOLTS Jalsr 1 r,..►•1H Wan I`'1 - @30-OC '� ` Com,,, Dead Lead Auwnpliarm Ranf/C�I'mr�nt^r161y DL• IS Ret 1 IV/ ` n�S'�I�Y a3 90 ]00 110 120 830 140 ISD 4 aa4a.atr Dead loads - sk (mea) , 1 (actu$I weight of materials) - Floorp;on6truction -10.7 psf wind r Wall construction, SIX Roof3 m Ifeaca Ra ui:cS MCamxKtionnt Elea C•.d ofY.endr. FO ATIONTIEDOWNIDETAD. p' siwo 11 al ,Lr . JI n ♦ e 1 ) ^ Roof COOstlrnMi6D 11:3 ( ) ll L SI L U'' L U IL Iv' L nr'' L Ij"' L U1 L '\ ,,, n Scale?^- l'-0 ^ f®) 1 [i - \l �` n mI 11 1 It 2 47 79 ,62 ' 99 93 109 127 132 165 157 207 -181 251 214 299 . 27' s n, f Z) 4 9! 156 123 177 196 219 255 265 ;331 315 413 369. !02 424 s98 492 1�1 �1 JUL 3X003 i $Inas to cpeDticdlor shrtmlt =07. t+Mwi .. ' 5170_�load '45 psf m • 6 34111 x81 la7 x66 278 72e 3121 397 ,49,4 4721 620 55+1` 753 643 897 731 12 8 isle 3;16 246 354 371 431 SID 529 1661• 630 826 730 ION 137 11195 914' 2/118'.T,laaawra4 10 2311 395 909 443 464 $41 637 661 1927 787 1033 924 1255 11071 11494 1230 P' 1. Review lirbks 1 Yid 7 d the,'De181 asM twlrraesfaa 3 •I' .�-^t��• ! .. T. ate' 12 280 474 369 531 557 656 765 794 1992 944 1239 1100 1506 1;23! 1793 1476 cOatddentWrw wcWn m tktandne 0 ^"• _ Isese4.rpfe, TA011 i ••' 1 t 14 330 553 431 62D 650 765 992 926 1157 1102 1446 1293 1757 1,300 ',;1092 1723 rlQ4aem tax needed.ArtaO'h atl6ma a JO STR •• ✓ Is . 3V 692 492 709 743 974 1020 1058 1323 12591 1652 1479 2009 1714 :2191 1963 shown in l2. MNIMUIiIfPNayllflttOtiAr siw9ewfll15 Brun - � Z 70 79 !93 69 145 109 202 172 ;264 157 1331 lel 405 YN 484 216 M 3A APP01010I Getting.(w.)of 2.CIA Am wood atnm"1 p.rncb with AM Mnd Alternations, Adoximrru 1100 ee.h Da.ien weird fYned 4 139 158 187 177 290 219 404 265 :528 315 664 369 810 621 967 492. PWM-.M AT'ACHAMMI•ICW Sponsoring M.4d'bt(UdR•t) SlaMwilwl et 15•tt•neighs - 6 209 291 390 266 435 321 605 '397 '792 4721, 996 554 1215 643 ;1451 739 aF FW (me ads)a< np11rF.2 -♦ 3 279 316 974 354 580 437 907 529 1056 630 1327 73!1 1620 1'57 ;1934 954 565E Yby, Onou 37176 15) 70 . 03 - 24 i' R. Sr, i1x 841rrrra ArlAt:Palawr-4Reltl lwOWODK10r try! --�•\ fill - 10 349 395 667 443 725 547 lo79 661 1321 787 1659 724 2025 11071 ;2411 1230 �G pr ohne, inns la Fgum 2. _ Tvntewat Wind plains Prinnae4i.nna 12 4111 474 561 531 170 656 1211[1 794 1515 944 1991 IIUS 2430 1'285 4901 1476 3. Uses A king brad w Anklung nalm AMto.afpawl Haadw ' 2 3< 0.3 14 4911 563 654 620 1014 765 14113 926 1849 1102 2323 1293 2833 1:300 ;1395 1722 1 a 16 350 602 749 708 1159 274 16114 1058 2113 1259' 2655 1478 3240 1711 '3969 1968 , z lac.aThe friminrbdnndthe wood 11 "� fad D..". 142. 2l .e 0.9 CROSS SECTION EMD VIEPIM -- A72s4U ,-.4o',n•41 .-t61�d „••�, 2 93 79 426 89 198 l09' 277 132 ',3W 157 459 117 Slil p14 670 N6 • aid{ng.The nab used m suach the /"p„ada,7 fir 4•,at F shims wind the dMarrm alum hit the e.ruarr '"0irr•{ iadw. ,left 3.6 72 ,n 1.5 ! ` 4 181i 168 1!SZ 177 396 219 SSM1 265 '115 313 917 36'1 1121 418 1]40 49x Y.Lewi 6 279 2:17 7178 266 594 328 832 397 0092 472 'i 1376 534 1692 643 12011 732 ' trending u be fully egxthe. '-'w dr Is..d aatlw ---__ - •. K •+c..• - , v 36 1 ]T,! 3116 2100 154 791 437 IIX)4 529 9457 630 ' 1334 77!7 2243 857 12631 914 4.Nae dame m doe Owmlrlg with ltd n �'fiii1i Sbaw OIIaNR�' --- �{� 10 46S 3115 630 443 999 341' 1336 661 x921 787 ' 2293 924 2903 1071 ;3351 123D mads. Use lad Gads brahNa air Lgy121_. 12 553 474 T156 531 1117 656 1663 794 2183 944 2752 1Its 3364 INS 14021 1476 -tee 3/4 inch it"for!paired up to 5 fad, �, TAW 2' 14 6511 553 1123 620 1393 765 19'11 926 1549 1102, 3210 1293 3924 1500 4692 1722 _ I 1 • 6Tm1A7).'D DORECnON ALT 12CIAW"DE5113M lNWD SPEED AT 15LPC llritiHT 16 741 682 1009 70E IS�J 674 2219 ]039 D913 1259' 3669 14'18 4483 17U ',5763 1965 spoor dee tails 6 trfchPJ a x,as o1:h shim. . li � a"a•-� 1'Olt srmmaf wlRlearl4 AT 10 lragetas wr. u - Coaxclmuplfft loud Residential House Yon lsver3 ilxLl L - Cameclw lateullead crm rye std ]pons specte 01ila4 wan 1 AIA►emal !Ap9r+athlwo shment1'spenil ,) J fPorPmhct'l 9• o.r.1M vlCh than. ffigtely yea and]b) �s '-�,w Sptw lraYhra 9e4s1 tI,r6JR•e) 24 •16 4a p!0 73 M 96 J n Tabulated laws]wtwettias rnprkenlatra shall be pmnimed mere multiplied by 0.75 s�097,respectively,lar Owning oat lmntd Long Island Home 5,Attach the shunetr wilh�double• �t 1 loans 2.5 0.11 111 0.3 DA 110.1 0.8 - / whaia a feet of building mamas Builders Inc. bladed nails for ease !def fetrlor4L Iit ' �..- ( " 2 Tabulated freang foods Overman building lomted in Exposure B. 4813 Sutton Place „ .. 40M 2.9 0.01 0.) 0.2 0.7 10.4 0,7 1.1 s TaWluedapliltreoi u.eim momeamoraMttilint. l blydeAlmdlof9psf(0.6xlSpsf-9psn. Greenport NY (Fiµnea 011 and �)L)ae 12d neUs for u - o p t � _ i ' Tabulated uplift loads ase gpmtfied ftrheadct supporting roof eacmbly. When adealating Uplift leads forbade"aupportea floor fdllltldl MP t0 aN Qleh ilnkk and l6d a ,j ; 111/74 3.4 0.1 0.2 10.3 0.6 1.0 n mryNd tabUlncd opsit suds shat fie tkmmined to be reduced allIf times the hada spa fare,ch fulllell Above.. w ls parshnauaa over 3/'kith fbitk Drawing Tlties Fm spumvp n 5 tet,sp' the Ifa6e 'f " e F)MM 31 Also 4.6 0.1 0.1 10.3 0.5 0.9 m !... . ..... h - r FLOOR 1 Table 3.8 Window Sill Platte Connection Requirements for Wind Exposure 1 4 .. sla)roea Ml'ApM18mr.•abnrOM •-"- ---'^-^--- )o16(r ' ��� Details 6incl"9r,assicliand of the ahuaw -- - ss 90 too fro eta t3o loo ua New Code Compliance wiMsp dbglh) Schedules pend for span alar S feet,apace calif s Thom small Out 41rad"m.e.�flldf ud an(dstshtawr ,H D,,,ya,4ii4ir„��� p"d NaWnglthe areal allall lour aide, ,1.41 a•at4c Window Sill Spm Requittd Lateral aspwi+p of connection r ash Bad of " pwier*&a Window and glass protection shall meet ,1 niamdor)rrioluaoends,wuriunkY � • wnwrewreteet ASTNIE188�4�7aDdAf"1'lltlIE1996-^99 f Window sit Ale life. ma tank ak1kc11on and alladaliA nlmrdL 2 .79 89 109 132 117 nes 214 246, pit ragra ph 6,or structural shutters with 4 159 177 219 265 ;s1s 269 428 492 '/paw,w, l"htpllld hfda,ra. ahaar ak 6rlcloh�tYt34ra tu+sab y T attached hardware provided. Details meet � 6 231 266 329 391 472 $34 643 7]3 ® construction +�. a 316 354 437 529 630 ,739 657 944 -Come, or cabcedl the requile®'eutf otillew loth + ® penult 4aaaaecd Iralsyrrdlwd/aORprbk rnalM 117 345 443 547 661 747 024 1071 1230 wTwlpmlol,AYtt7lwdsawd 11410.4 ' State Building ICod1G nwted '44 . I ht h4 531 656 744 9p1 1101 1285 147e... h9learaallhe,,anletL 6.,kd l•a41 \ 1•A+a • ! 1•I 533 620 765 926 1102 1293 15M 1$1_ NA.. W 632 708 974 1059 1259 1471 1714 19M do not scale this print. use 9aal.lre.c rear.ae I'A '','; ••••.4. •;.: :.. -�ziwlneed liamdhhnlcmnetlioe .remelttsearnba figured dimensions only. T.14helriwitartanertdrslatmaflfodd alhsewi 1 • :I,. : „ we reqs 9 Y Initiated iw,00knalbawd ltlatiat m .rw:9 i..,8 1+FLOOR '�! ,1•: uplift w be mr ltipliad y 492 farawdiy ml twood within (,JOISOr fed of building came". /1 _Ii\ I C alltuplleirom ow to be Ts6a med finning lo`ds.NRMW abo•7 finz,fa a id ie P.meamn l3. (f �I I \I l� Dow 1N WY - {.�rf4rlflrrtabelefltepla041rae LVIMW and ('31 PR TiI sheet number rreoodlwia.11iarhl�aalrq fele number 3042 arrralttl3r rdwL