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Home My WebLink About29527-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 occupancy 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 uth ized ignature 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 �°" Au on d Si ure ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD 8 20 BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 7 —D Y) — O New Construction: (/ Old or Pre-existing Building: (check one) Location of Property: 'Sv ?-7`c/vt P L r-ee n ea/'T House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 3 3 Block Lot Subdivision Z/5 fe-/-,N Filed Map. Lot: /l ` � Permit No. ._1 Date of Permit. Tc/he �7 rJ Applicant:A'12 7_.5 LM 21 A,",e ,rae's Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ G - Applicant ature e6 36 -3 o�o$uFFot,�c Town Hall,53095 Main Road W � Fax(631)765-9502 P.O.Box 1179 �1, �'� Telephone(631)765-180� Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: O Building Permit No. Owner: (Please print) Plumber: ��, � �� f lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. f rnbers Signature) Sworn to before me this , 14) day of 20 0 JAYNE STST.JAMES Notary Public,State of New Yolk My Commission Expi -W Notary Public, 9`5 gi 1�_County a rJpcPrJ�rJcs rJ�rJ�rJ�r��nrJ�r�r�rJ��nrJ�rJrJ�tncf�rrJ�cnrJ�e rr r�.nrJ�r�rJflJ�rJ��nrJ�r�c.(c.f�rJ�rJ��nr ncnr�rJ�rJ��rJ�rJ�r�rJ�rJ�rJ�rJ�rJ�r 2LPL L'J-r1 5 C 4 c r BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 : 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 . 5 Upon the application of upon premises owned by 5 5 Cj OCEAN ELEC., CORP. DARREN GIROSSI 5 5 5 99 MARINER DRIVE 485 SUTTON PLACE SOUTHHAMPTON, NEW YORK GREENPORT, NY 11944 S �5+ 11968-5258, 5 485 SUT T ON PLACE GREENPORT, NY 1 1944 Located at 5 5 5 SApplication Number: 1171992 5 Certificate Number: 1171992 5 Section: Block: Lot: Building Permit: BDC: NS37 5 ' 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the loth Day of May,2004. 5 Name QTY Rate Rating Circuit Type 5 Cj Alarm and Emergency Equipment 5 Sensor 3 0 Carbon Monoxide 5 Sensor 3 0 Smoke SAppliances and Accessories 5 5 Dish Washer 1 0 1.2 KW Cj 5 Exhaust Fan 2 0 F.H.F. 5 Range 1 0 11.0 KW 5 5 Furnace 1 0 Oil 5 Air Conditioner 2 0 30 Amps 5 Wiring and Devices 5 5 Receptacle 39 0 General Purpose 5 Switch 28 0 General Purpose 5 SFixture 27 0 Incandescent 5 Arc Fault Circuit Interrupter 3 0 15 amp 5 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer L5ej Paddle Fan 2 0 seal � Receptacle 9 0 GFCI 5 Continued on Next Page 1 of 2 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 0 ��Ln��LPLLLLLLILPL ��Ln�� o Ell[JM�CfrJE [J�cJ�[J�[J'rn[n[J�[J�GfC1�G1[J�[P[1[.nG1��[P[J�C1[1�C1�Gl[n[J�[1[J�CJ�CI�C TCJ�[J�[P12Pr- PILP[P17- PGf[J@P[J�[.f[1�[J�[J�rJ�[1[J�[J�[.frJ�cJ�[J�rJ� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 c5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 S 5 5 Upon the application of upon premises owned by , 5 5 5 OCEAN ELEC., CORP. DARREN GIROSSI C 5 99 MARINER DRIVE 485 SUTTON PLACE c5 Cj SOUTHHAMPTON, NEW YORK GREENPORT, NY 11944 S S11968-5258, 5 Located at - 485 SUTTON PLACE GREEN PORT, NY '11944- 5 C5 5 5 Application Number: 1171992 Certificate Number: 1171992 , 5 5 � 5 Section: Block: Lot: Building Permit: BDC: NS37 5 5 5 Residential 5 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, c 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 10th Day of May,2004. 5 5 Name QTY Rate Eating Circuit Tyne . C 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Ij 5 Meters: 1 5 5 5 5 5 5 5 5 S 5 5 5 5 - 5 5 _ 5 5 5 5 seal 5 2 of 2 5 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 9 ��L��L��C�Lr a 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 y' JOIST I OK AS CANTILEVER JOIST WITH NOTCHED ✓ 1-` ®II� `j (7� SHOWN. NO TJ-Beam(TM)6.10 Serial'AI eR�1'�oortz s a FLANGE&HOLES IN WEB-CASE#1 User. 11/3/20033:16:41 PM 11 7/8" TJI®/Pro(TM)-550 @ 12" o/c REPAIR REQ'D r.. Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:1 S'8" _- ---- 7" LONG �/ NOTCH IN ' TOP FLANGE Product 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(plo Floor(1.00) 250.0 206.0 1 3/4" - CEILING/ATTIC/WALL 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 El:Blocking 1 Ply 11 7/8"TJIO/Pro(TM)-550 2 Stud wall 3.50" 2.25" 301 /23/-79/324 A& 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):El: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 Ibs 1427 Ibs Passed 4-1/2"DIA HOLE 1 (28.2%) THRU WEB Circular 2.50" - - 6'6" Span 286 Ibs 1880 Ibs Passed 2-1/2"DIA HOLE 1 (15.2%) THRU WEB 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(a) NOTCH -1304 DESIGN/-3791 CONTROL OK PROJECT INFORMATION: ROBERT A.KUSE OPERATOR INFORMATION: 485 SUTTON PLACE PROFESSIO Jim Oliver GREENPORT, NY NY:073009 e��t°' U G TrusJoist,A Weyerhaeuser Company 112E Centre Boulevard Marlton, NJ 08053 a x hone:856-596-5555 0, ¢ Fax :856-985-9806 °° �O � oliverj@trusjoist.com Copyright O 2003 by Trus Joist, a Weyerh use B s' ess TAT E TJI®and TJ-Beani@ are registered tradema s o T us Joist. e-I Joist"',Pro"and TJ-ProTM are trademar 0f r s Joist. D:\Documents and Settings\OIiverJD\Deskto \CAL DP's - PREL \08343-MIKE HIPP-RIVERHEAD-485 SUTTON PLACE-JOIST #1-10-30-03.sms f ' CANTILEVER JOIST WITH NOTCHED nvcc �us�n� FLANGE&HOLES IN WEB CASE#1 TJ-Beam(TM)6.10 SerialNumber.7002120874 User..4 11/3/20033:16:41 PM 11 7/8" TJI®/Pro(TM)-550 @ 12" o/c Page 2 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(Ibs) -1398 -1391 2214 Passed(63%) Left OH under Snow loading Vertical Reaction(Ibs) 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(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.052 0.200 Passed(2U831) Left OH under Snow ALTERNATE span loading TJPro 59 Any Passed Span -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",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 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 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 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. UB OPERATOR INFORMATION: 485 SUTTON PLACE PROFESSI Ch Jim Oliver GREENPORT, NY NY:073 , 4Q ,Kt sF TrusJoist,A Weyerhaeuser Company w� 112E Centre Boulevard E p' Marlton, NJ 08053 Y Phone:856-596-5555 oCb O� Fax :856-985-9806 G p `°! oliverj@trusjoist.com Copyright© 2003 by Trus Joist, a Weyerha of Bu iness STAT of TJI®and TJ-Beam®are registered trademar o£ r s Joist. e-I JoistTM,ProTM and TJ-Pxo^are trademark of T Joist. r D:\Documents and Settings\O1ive TD\Desktop CALC PDF's - PREL 08343-MIKE HIPP-RIVERHEAD-485 SDTTON PLACE-JOIST #1-10-30-03.sms JOIST IS OK AS !f' a � CANTILEVER JOIST WITH NOTCHED SHOWN. NO FLANGE&HOLES IN WEB-CASE_ #2" REPAIR REQ'D eas�l3uvnctic TJ-Beam(rM)6.10 SerialNum6er.7002120874 User..4 1113/20033:26.28 PM 11 7/8" TJI®/Pro(TM)-550 @ 12" o/c Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN MOON NOTCH LONG HALF CONTROLS FOR THE APPLICATION'AND LOADS LISTED M IN TOP FLANGE Overall Dimension:16'8" -- - -- -------- 7" LONG NOTCH IN TOP FLANGE HIM Product 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(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 El: Blocking 1 Ply 11 7/8"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): El: 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 Ibs 1427 Ibs Passed 4-1/2"DIA HOLE 1 (28.2%) THRU WEB Circular 7.00" - - 6'2" Span 303 Ibs 861 Ibs Passed 7"DIA HOLE THRU 1 (35.2%) WEB LOCATION ANALYSIS: User Location "X"(Horiz.)Dimension Comment 1 4'4" 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 6'6" START OF 7"LONG FULL HT NOTCH IN SIDE OF TOP FLANGE-WEB OK 4 7'1" END OF 7"LONG FULL HT NOTCH IN SIDE OF TOP FLANGE-WEB OK MOMENT @ 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:0730019, 73009 TrusJoist,A Weyerhaeuser Company ado P U Fq9 g'c�� 112E Centre Boulevard a, 9 arlton, NJ 08053 o a hone:856-596-5555 le F ax :856-985-9806 o^�o° -O oliverj@trusjoist.com No. ya Copyright O 2003 by Trus Joist, a Weyer aeu r iness \ 04q 'E OF TJI®and TJ-Beam@ are registered tradem rks f Tr S Jois . e-I Joist'-,Pro'" and TJ-Pro- are trade ma ks o rus Joist. D:\Documents and Settings\OliverJD\Desk op\CALC PDF's - PRE IM\08343-MIKE HIPP-RIVERHEAD-485 SDTTON PLACE-JOIST 02-10-30-03.sms CANTILEVER JOIST WITH NOTCHED n 8 FLANGE&HOLES IN WEB-CASE#2 TJ-Beam(TM)6.10 Serial Num er:70 0 2 1 21174 User..4 11/3/2003 3:26:29 PM 11 7/8" TJI@/Pro(TM)-550 @ 12" o/c Page 2 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(Ibs) -1398 -1391 2214 Passed(63%) Left OH under Snow loading Vertical Reaction(Ibs) 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(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.052 0.200 Passed(2U831) Left OH under Snow ALTERNATE span loading TJPro 59 Any Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -Left Overhang:(LL:0.200",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 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 OPERATOR INFORMATION: PROFESSI 485 SUTTON PLACE K Jim Oliver ROFES O •�fif GREENPORT, NY NY:0730 ��Q KU3 TrusJoist,A Weyerhaeuser Company Q P `°F 112E Centre Boulevard Marlton, NJ 08053 i _•@ Phone:856-596-5555 "' o� Fax :856-985-9806 0 a 0 oliverj@trusjoist.com T� Copyright © 2003 by Trus Joist, a Weyerh eus r u ness E 0 TJI@ and TJ-BeamO are registered tradema ks f rus Jois . e-I Joist-,Pro- and TJ-Proms'are tradema s o us Joist. D:\Documents and Settings\oliverJD\Desk op\ PDF's - PRE M\08343-MIKE HIPP-RIVERHEAD-485 SDTTON PLACE-JOIST N2-10-30-03.sms TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT L s U FORMER OWNER N E ACR. -P, w4e�L-A�Iyj - �7 71 vQ1�S L-A o s W TYPE OF BUILDING r ZES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS v 040 Z�P 6 4 j 7 J-0, A to 61,2.1 LY-)U \Uque-LAu-To A. Lips wE L 9091 P-�® 151-5 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Fillable 2 Fillable 3 Voodland ;wampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD 2 .2 -louse Plot DEPTH 6 , 3 BULKHEAD otal DOCK COLOR TRIM M. Bldg. Foundation Bath Dinette Extension Basement Floors K. Extension Ext. Walls Interior Finish LR. Extension Fire Place Heat DR. Type Roof Rooms 1st Floor BR. Porch Recreation Room Rooms 2nd Floor FIN. B. Porch Dormer Breezeway Driveway Garage Patio 0. B. Total j Town Of Southold P.O Box1179 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 e Name: Long, Island Home Builders 30 Bellmore Rd. East Meadow, NY 11554 Clerk ID: JOYCEW Internal ID:76613 NEW YORK STATE CODE COMPLIANCE CHECKLIST L]MATIC/GEO HIC DESIGN CRITERIA: Ground Snow' ad: 45 Wind Speed: 120MPH Seismic Design Category:B Weather' g: Severe Frost Depth:36" Termite:M-H Decay: S-M Des' Temm/p:rlf Ice Shield Underlay:YES Flood Hazards: SE/ CCUPANCY CLASSIFICATION: I IGHT/FIRE AREA: TYPE OF CONSTRUCTION: 1A � DESIGN CRITERIA: ENGINEERED, ~TINE LAJ� � FULL FRAMING DESIGN ELEMENT /N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENT9M. N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE MEANS OF EGRESS: Y/N PLUMBING RISER DIAGR /N OCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCSa TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: /,,, / /03 APPLICANT: DATE SUBMITTED: j/ IFS/03 SCTM#DISTRICT: 1,000, SECTION: BLOCK:5_, LOT: C!n SUBDIVISION:��,,,-� vec ADDRESS: lqw &-r+0n Ql. CITY: k ZONING DISTRICT CONFORMING? A(d BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED�NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after 7/1/83 REQ. LOT SIZE: t(4000 ACT. LOT SIZE:/R`j . REQ. LOT COV�ACT. LOT CO V: v REQ. FRONT c=— PROP. FRONT �REQ SIDE p ACT, SIDE REQ. REAR _ 6 PROP. REAR ,/ REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: t0_9)9-ARCHITECT NGINE :S,,co D WATER FRONT? 10 DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEAL. H DEPT` !>r NO, (BED ft DTE: �/�/ PERMIT#: TOWN SEPTIC RECEIPFICT r N NEW YORK STATE DEC: PRE-DEC 9/1/75 Or DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: r DTE_ / /_ PERMIT#: TOWN ZONING BOARD APPROVAL: o / DTE: / / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or O DTE / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES •t/` NEW YORK S SEEPAGE 2)LYE)or NO N S: FEE STRUCTURE: FOUNDATION: $Ia SF FIRST FLOOR: l 0G oL SF SECOND FLOOR: 06"- SF OTHER: SF INIT ' OTHER TOT TOTAL: A q : SF FEE FEE eE ) �� 9t3 SF)- ( SF)G ; v � SFX$ ` _$1. (Occ��q $ l +$ 2. ( SF)- (SF)= SF X 3. ( SF)- (SF)= SF X $ =$ +$ +$ _$� 2 FINAL TOTAL: $ 7S 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. JohnVon, President Sworn to before me thi52L-tday , 2003. Notary Publi ANDREA J.TOWELL NOTARY PUBLIC,Stato of New York No.4896975,Suffolk Coanty Commission Expires ��/� CHAIN OF TITLE Subject Premises 1000-033.00-05.00-006.000 DEED First National Bank of Greenport Dated: 8-22-1939 TO / Rec'd: 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 Rec'd: 12-27-1963 Harrison K. McCann Liber: 5474 cp 57 TO Eastern Shores, Inc. DEED Eastern Shores, Inc. Dated: 10-9-1970 TO Rec'd: 10-13-1970 Frank Sturm Liber: 6821 cp 508 DEED Frank Sturm Dated: 6-3-1971 TO Rec'd: 6-21-1971 John Whelan & Catherine Whelan Liber: 6950 cp 231 DEED John Whelan &Catherine Whelan Dated: 6-3-1971 TO Rec'd: 6-22-1971 Catherine Whelan Liber: 6951 cp 187 CHAIN OF TITLE (continued...) Subject Premises 1000-033.00-05.00-006.000 DEED Catherine Whelan f' Dated: 12-30-1977 TO Rec'd: 1-17-1978 John Patrick Whelan Liber: 8376 cp 228 DEED John Patrick Whelan Dated: 8-12-1981 TO Rec'd: 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 Rec'd: 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 Rec'd: 12-27-1963 Harrison K. McCann Liber: 5474 cp 57 TO Eastern Shores, Inc. DEED Eastern Shores, Inc. Dated: 12-18-1964 TO Rec'd: 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 Rec'd: 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 &Testame t�of Rec'd: 12-27-1963 Harrison K. McCann �/ Liber: 5474 cp 57 TO Eastern Shores, Inc. DEED Eastern Shores, Inc. Dated: 10-9-1970 TO Rec'd: 10-13-1970 Frank Sturm Liber: 6821 cp 508 DEED Frank Sturm Dated: 6-3-1971 TO Rec'd: 6-21-1971 John Whelan & Catherine jWhela Liber: 6950 cp 231 DEED John Whelan & Catherine Whelan Dated: 12-30-1977 TO Rec'd: 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 Rec'd: 8-12-1988 Eastern Forestry Resources, Ltd. Liber: 10667 cp 56 DEED Easterns Forestry Resources, Ltd. Dated: 6-27-1988 TO Rec'd: 8-19-1988 MaryJane Groll** Liber: 10673 cp 42 **MaryJane Groll died a resident of Suffolk County on 11-1-2002 Index #2312P20021 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, Rec'd: 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 Rec'd: 4-10-1990 Henry Tasker Liber: 11049 cp 59 TO Catherine E. Tasker DEED Catherine E. Tasker Dated: 3-18-2002 TO Rec'd: 4-5-02 J & C Holding L.P. Liber: 12178 cp 724 DEED J & C Holding, L.P. Dated: 11-25-2002 TO Rec'd: 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 Rec'd: 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) Rec'd: 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 Rec'd: 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 Rec'd: 3-20-01 Max G. Dobler & Mariel Dobler, his wife* Liber: 12108 cp 595 *Last Deed of Record PREMISES TO THE NORTH SUTTON PLACE Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename: C:\Program Files\Check\MECcheck\dg31603.cck TITLE:Long Island Home Builders Inc. COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 06/12/03 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 0.0 26 Ceiling 2:Cathedral Ceiling(no attic) 420 30.0 0.0 14 Wall 1:Wood Frame, 16"o.c. 2120 19.0 0.0 106 Window 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,the attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifica' ns in compliance with this Code. Builder/Designer Date C� J R. e� , tu MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release Ic DATE: 06/12/03 TPPLE:Long Island Home Builders Inc. Bldg. Dept. Use Ceilings: _ [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame,Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.320 #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R 19.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] 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 fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] 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. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. r 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 RA [ ] 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. Duct Construction: [ ] I All joints, seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts 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 ducts with exterior insulation must be covered with a vapor retarder. [ ] 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 Building Code of New 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. [ ] I : 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/offheater 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 V or chilled fluids below 55 V must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating, Runouts Circulating Mains and Runouts Temperature(F) Up to P 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 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Afinimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature . 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 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) 765-1802 BUILDING DEFT. USPECTION 114eFOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY RE K • . 11l/� �b 17 DATE �'S �� INSPE 765-1802 BUILDING DEFT. 1 ECTION [ ] FO J14DATION iST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAM [ ] FINAL [ ] F EPLACE & HIMNEY REMARKS: Z41 !11 m � DATE INSPECTO B 765-1802 ' INSPECTION [ ] FOUNDATION 1ST [ ]:NSULATION OU PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �1LL��',•ard� %3 G�Ohi �fie. Q 7�"�� bd lf/et/� DATE 0 INSPECTO I BUILDINGI INSPECTIO 1 • I • • - • NDATION 2ND INSULATION F7RAMING FINAL 1REIPLACE & CHIMNEY REMARKS All r I i DATE fir' /Z 7 ,65.1802 ;SPECTION UILDING DEFT. [ ] FOUNDATION 1ST [ ] ROUGH G. [ ] FOUNDATION 2ND [ CATION [ ] FRAMING [ ] FINAL [ ] FIREPL E & HIMN Y REMAR DATE / �� IN8PECT 7654 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING [ FINAL [ ] FIREP A CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR S la2, DATE ® INSPECT ass-1 sot BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] SULA [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ®r REMARKS: 10 r2-) DATE � � � INSPECTOR 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR A � r FIELD INSPECTION REPORT I DA&E COMMENTS Olt FOUNDATION(IS - y ------------------------------------ _ —C 492 FOUNDATION(2ND) b � r n con ROUGH FRAMING& y PLUMBING --b x t" INSULATION PER N.Y. STATE ENERGY CODE Zl- ILy-&w4zzo, welw-6%af,,r� 1 FINALl � _— ADDITIONAL COMMENTS z x r � w � � b ,I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follo g,before a 1 TOWN HALL pp lying Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 q Survey www. northfork.net/Southold/ PERMIT NO. I �°� Check Septic Form N.Y.S.D.E.C. Examined Trustees 20 Contact: Approved 20 ' Mail to: Disapproved a/c Expiration 20 _ Phone$fG- �� - 1 icy) Building Inspector �1t i 8 aO�� i rw41 APPLICATION FOR BUILDING PERMIT I-WPT Date 6 200 =- INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, 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. L mg 6(Signature of applicant or name,if a corporation) �30 i2 Fi�Sd/'�e��l��✓ ..�`1//SSA/ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises /m N a Ts4 .t /,/v—,e- We,e T (As on the tax roll or latest deed) If a licant is a corporation, signature of duly authorized officer v-i An G 1 ry i- ,' Pr-e g (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /-/k 5- 5'v7`Tuh PZ House Number Street Hamlet County Tax Map No. 1000 Section 3'3 Block_ Lot Subdivision Filed Map No. L Cj / _Lot (Name) x j. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building 1/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost W cj c� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units L/ Number of dwelling units on each floor a. If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories — Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories 8. Dimensions of entire new construction: Front y G. Rear f! (. 6 Depth -, /O Height Number of Stories 9. Size of lot: Front �.�, Rear U. C _Depth a 9, / 7 10. Date of Purchase — 1 3 Name of Former Owner /�►-.�r-e wS 1 i rA 1 2 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ✓NO Will excess fill be removed from premises? YES I/NO 14. Names of Owner of premises %,�w,e_r3�16�1+, Address �� l3el( rc IZ� Phone No.5i6� 7 3S=90 9 Name of Architect 1 i yY-&- R1/1,s Address Phone Nob/3/-7;Lk-5-3a 7 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) k CL,,,-r,-de'Q, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the r ev cyu r-o,,t-e_ o lc'�r (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sword to before me thi y day of 2003 rotary Public Signature of Applicant Notary publ c,CE State)of New york No.4952246,Suffolk County Term Expires June 12, goo 3 ov HiALTH SalVI ES S.C.T.M. NO. DISTRICT: 1000 SECTION: 33 BLOCK: 5 LOT(S):6 IF, q ikl- Rmm" w"Tcm ONLY 5-2 F PI"),&V E r A FOR IWAXIMUM OF BTMROOMS ITME-YEARS PROM DATE OF APPROVAI DWELL E- rcs PUBLIC WATER Q 20 WA rER 59 AMIN 2 ASPHALQ 0 Eby \C CONC. PAVA4T -PLA ro Wp V A4 '/VTAI/VED ut'p Uy 20,32 N8 C4 22.3 't Cn C4 3 .22, 0 66 z r" z1AJ ko 10, Q 21.1 DWELL (23.0) QCIO t': PUBLIC co WATER 39.1' PROpOSED (23.0) DWELL 111-RAIVC,q VACANT PUBLIC FF[ EL (.25.0) 55' WATER 28.4' 46'-6" LOT 36 . (23.0) ELEV. 22.6 tij Cr C) BROWN LOAM Q C) ko 0 ko 0 BROWN pL4 0 LOAMY SAND 2.5 >1 LOT 35 CCn n Q i-- to ka PALE BROWN EL 21 MEDIUM TO ALONG LINE COARSE EL 22.6 4' wIRE FENCE 120.61 SAND GRANITE WITH MON GRAVEL S68019940 19 W VACANT 'P'LA NJ) NIF TRA NO WATER 1 7' 3-22-03 THE WATER SUPPLY WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. ELEVATION DATUM. - ASSUMED---------------- AREA: 12,771.8 S.F. OR 0.29 ACRES UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 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 COPY 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 INS77TUTION 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 STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 35 CERTIFIED TO: LONG ISLAND HOME BUILDERS; MAP OF: EASTERN SHORES AT GREENPORT FILED: APRIL 27, 1964 AS #4021 SITUATED AT: GREENPORT TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK Land Surveying and Design fri C P.O. Box 3, Mattituck, New York, 11952 PHONE (631) 296-1588 FAX (631) 298-1588 FILE #23-30 SCALE: 1 "=20' DATE: MAR. 25, 2003 N. Y. S-LIC NO. 60227 maintaining the records of Robert J. Hennessy SURVEY OF LOT 35 MAP OF EASTERN SHORES AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. DIST. 1000 SEC. 033 BLK. 05 LOT 6 15 8 0 15 30 Z� 60 75 90 105 120 135 C. SCALE: 1"=30' DATE:AUGUST 9, 2003 YIUiE[bfi[�ARE NOT G W JUIR® SUTTON PLACE UNlffi FHTS W LY EV�!T AT THE n�oFaar✓ry. (OR m5IRUCR1q THE N 86001130"E 122.66' FROP9ifY ^OF LMAKFORASRO - - FUHPUgANDUGEANDMAN T - gTAKE — ARENOT WfENO®TO GUM THE N61119.fbOl�FAT�O9.R/JITVKi mo onum T007N`U 522.22' UNAUMOR®ALi6tATK7N OR ATdTION - TOTNt9TARS£YRAYg1ATgNGF SECTK1N 770E OFiNENEW PORK 6:ATE 0 ` FDUGi70N UW. COP6OFT1695UR.'EY YV Nor�ARWG ' 1 ,N O v THE IA\9&tR4ETCR$ppFD'sAL GR Yp.9 EYB0.C¢�SFAL 9tLLl NOT�GON&OENID To�AvumrmEwFr. CIS°Z� _L11 GTKN/9 WDIGTEONERDN SMALL RUN GNLYTOTHE fOR WHOY THE 9IT'EY OZ sFragAREoeautFTorHE rrttEwevArrc,coruAGEN�vAAmal- IENDa10 WSTDUIKIN US1Ei7 HERWN,AND 46.5' n v,m TD7HEAOFTNEL8:WK7 PlSI4 O TUTION CERfITgNGARENDT "`A""gn"r�9IX' Wr LOT AREA: 12,771 SQ.FT. =0.293 ACRE ^� CONCRETE N �" c� z c FOUNDATION 0� CERTIFIED TO:RR HOME BUILDERS z `A 46.5' �v z 2a'9 w -� N JOB NO. 2003-343 Z � c MAP NO.4021 L�OF FILED:APRIL 27, 1964 OF N�'► REVISIONS: �4' ®fUq� RFOR SERP. ItAG VA vAov S 6$ RSV DF ®� � ' E M ®4.4mo NpVJ DRp08�R �N� MPR G p06 LICENSE N0. 050363 M HANDS ON SURVEYING = = 46 NORTH ROAD HAMPTON BAYS, NEW YORK 11946 ` TEL:(631)-723-1954-FAX.(631)-723-1329 MARTIN D. HAND L.S SURVEY OF f --d 3 _ 0�(�-_ LO T 35 MAP OF � - y _a._�;.� ._"_: :._ , o . ,--_ :.-.�-::._ . ..:::-.:.:.----y.-,_,��.�;-,,•: : ,;� `�� EASTERN SHORE ., - .,.-.:d:-: _ __. _�:�: ;� cpS AT to 0 GREENPORT ;- TOWN OF SOUTHOLD ;c;~?tio havo r, n SUFFOLK COUNTY NEW YORK ;>nd Fit��;� , S.C.T.M. DIST. 1000 SEC. 033 BLK. 05 LOT 6Z . ��s:a;:::'�T•�:'i'I ��:;;`.;.-i,,., t,��-��:��_- • --�- -- ' 15 8 0 15 30 45 60 75 90 105 120 135 SCALE. 1"=30' DATE:AUGUST 9, 2003 PLACESUTTON _ EASBIEN TM ,AMff,,M EDGE OF PAVEMENT v UkRECORDO "`NWT v v 122.66' A TIwEOFIAM. 1 TNE�1�� v-v N 86°01'30"E MERE°NiR°BA A MTllE PR°PME NDUSE EfpRA�flC A%NO E AN°UBE Nm T/E4r80RE 4 TAKE won��0 GUM.o Y WIRES .A"P=%PAT10.4 PUNTW .y a "MYOTHER6 N TRWTIBULDNw 522.22 AN°ANr°TMERcays,R�criai U&THoR=AL15 vi°u°",ron°Aoar'°w L 2g cm 1 SECnM=°FTNENB1r°f KSTATE EDLMT ,uw \ S BRICK I O —1 COMCF TRIG SPNET WP IDT BENM 1 , ENTRY 41•: , t W Vl0EURVMM w®ffµ OR Ewe°smsxWLLR°TBEaranEREo ,'a, -- 4p.9 CEFM AlDTI1lECAT t \ watx CTo Z Z PFW TO AR0A?CC aWR&FT0TI@91RVEY -- T .e 00®MOON NlE3ULAGTHE -- TmemwANr.GMUSTENTACACENf.YAM7 Lt.e'vy6 E194R�dNrb O Om TO THE KS'ITEES O THE U MH1 N AN° TUMRCERTWG1T"APE JbT 3 . M °"S �' LOT AREA: 12,771 SQ.FT. =0.293 ACRE PROPERTY IS ENTIRELY CLEARED z 2 STORY FRAM m c� P, DWELLING �70 (23.2'X 47') CERTIFIED TO:RR HOME BUILDERS z. ° tO Ct r.siraaoo"uxraEVE Pur t s G ENTRY JOB NO. 2003-343 - rn MAP NO.4021 , OF N�gv. y OF FILED:APR1L 27, 1964 .�" � REVISIONS:FINAL ca��e�a®o P �� SURVEY 6/17/2004 - ��6o OF, NG' 140 �, HOI,01 k yt Via' 9�Ae a°j S6 Of Alt,��yo• oso30� �� MER1' �`)�AND s`�� RF011 e & ENO 4 R"900,31t 013 LICENSE NO. 050363 MMPX�' HANDS ON SURVEYING 46 NORTH ROAD HAMPTON BAYS, NEW YORK E 11946 TEL: (631)-723-1954-FAX(631)-723-1329 MARTIN D. HAND L.S Compliance with section R1003,9 of the NYS Residential Code Hearth and hearth extensions Masonry fireplace hearths and hearth extensions shall be constructed of concrete or masonry (this is), supported by non-combustible materials (this Is supported by steel rebar) and reinforced to carry their own weight and all imposed loads (steel rebar reinforcing/self- supporting/load bearing), 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, Further - The minimum heart extension thickness width and extend 12" beyond 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 V with wire mesh 00 1 /2" air space between subfloor and bottom of concrete # 5 rebar 4" o.c, drilled/epoxied into FR base Poured concrete floor joists f ireplace base 1 � ®F E, �� 25 200� Se ( f - SupportingRaised Hearth Extension - 2 � 0481A� z Building Permit # 29527 Sso"�� Town of Southold - Long Island Home Builders Inc, Table 3.2; Nalillrig :ichadide GENERg� �T �+ ��b9� �� ttfel� ALO IES' 9rJ�vt��.3on Fttdgm Basin Datallm .�- -'-`T "- ."...•'- _•��..r-.-•-•-- t Qbk endbr •irtg comic taf 2r4s pt tcriJ in an Numberof Ntnnber of 'X'pxt:trrn from the top center or the{piskito thi • Flgr�3.7'm l:eitln�i3rraNn�(1sltia E.ndir®afi � Joim;DescriPta� Common Neils Box Nails 1�iai1 Sp;tcing 'fht;�lrchitect,will not have cxmttal of chap a of IZ.! olio blocking shad be ovided for all !Fete®r-� t+aotcr - n .! r �� , bmtom.ct=►r boor of the fouah tni%s,anti rrm and will not be responsible for construction ;�joi5t9_. Witlts sit ImiCi poatti. A,llovr:.2"air �•r• � '+�C -. the bottom center of the gabk to;the top center 2x4coMtraws � -�••-• +�, USE A MINIMUM POf lne"s, methods, technitluesilquexttxs and :IsF-aoC; for!roo& Ridge Da,t m-� raters:brom at e-aim, traatl or ee ROY"to Top Plate (Too-oaih]d) (me Table 3AA ) per rafter bracr of theik Kwdl ir►u$(Ste Iigure-3).Use MV nrh+a Filar ) (xt Table 3.4A TW 0 8d NAILS 1111S 1 13•,,Alistuds-shell be nailed with lvaniv-A Ceiling10isi vtoTopPtate Rafter (,ails see ) �' per joist s rams in caa�ner ioa�with the work. I t Table 3AA) (see Table 3.4A 3 ilfcft, I4-�u C*road 5('ttti 3 of t"�o 1t3d tiva 2-104 liana fLVMa End Tres I Ceiling Joist to i';ttallet ldatler (Peas-reaikd) (see Table 3.9A) (sm Table 3.9A) tech lap Slf� OF '�' e a v third e�arnrrran m0s to attadu the 2r'•is m dw! ;i. 'Ihc contractor shell give all notia and ;mails}> the r�tgtlirf�ltents of t]le?Jew'Yc�rlr 7�-.`, e m, i i � (*cc 3.9A Collin ivt R Over Patti ions Feoa flail (8 g2bk 1 od to e2n of t�`II:'fcxr t iwc:. Ridge t14+t�tt � � ( ) (see Table 3.9A) each lap all Laws,txrdingtrces, ntlea, ;state Building Cod+ g / Colt trTie toRaAes (Ft •nailed) (rewTable 3.6A) (semTeble 3.6Rj per TCTAL F! s a � �� Btot'king to trines('Toe-Hallett) 2.�� '�'' -•e„_,��-��F rcgulation;s and lawful ordt-rs of any public 14,,All flush wood-cortlaeovim shall be fastened r-rod each end 8d NAILS r ��- tee•, ��y Rim Board 2•l6il 3-16d exh end (NI� (L�l I t fir =be a41 tsma�s ,sme�a®atstaaaam>s�a ..,.._ wrath rate,plivnized mewl$imp n ® �ttt t� authority t►atrit�g on the pttfclt'ntarr+c�of the � ,�a� � ilFlgrartt 2.1'0b Ridge Room �C®{(frtg 9edtr4®e3,aY! - �"� NvALL FRAMItvG 1�V4rlC fgiltl'lrhall promptly notify the ;1�(atlrt4Jt:tQts. . *+aaM0aomrssm�eaasarma�a �,� stass�ea��er /r -•P.: Architect;ifthe drarvinp and s)socificsrions 15„All Hoofntflcm shall beiattedied to the Toplrtatet,sTop;Mate;(Fncc�naited) z-16d r E*y�gga„� 6ttCobtarilsrtasCllP°'aa ' 2•I6d` foot .I 7.t'Set1e ToplPlatea,atfntetsxtioc►s (Fttt�rarilad) 4•tb�l 5-I6d jotry -earhsidet i �'x1•%� 11 is broce alt 4-10da l to st,oh Send to Stti3 (Faemrsai�ed). 2-16ei 2-16d 24-o.c. ' rite at varilgrltx therefwith. ,p18tC>s with galt�Jli�tlttrrictsne�'ceo ty- , �,. C)wmer and contmict i shalt inde rnnifyiand i „-•y"r(otter,W InwpVwth,ce+i �o,evtt!►•8-SOd,asalla ;dowatl ta0R1 G'�CitCd'S.. 1(t,,oratta to oa+�+r�er ilrrtter to Fitat;kr{Fs4ce•t.ailts0 t 6d 16d 1 b"O.C.along ad$cs bold harnilm the Architect and there 16.„A.il pro-ari im xred lurri�ber shall l>e ,�•a,►�t7�aa oat t � i P BJ 5d Cosxor OWN of r•a. 20 o.IBdaNat a Top or Bwom Pi,tta to Swd (End-muted) (eft Tcbk 3.5A) ;( Table 3.SA) per.ntd agerim and employees from all clMins, rim itidled Free•Mfg. Sperm ikati,rmis. �'` dama13es, lowm and cxpensca including but 17.IAtl ebuV"I a work shall cmform to late#rev. EotttJan Pta2t:to F;1ocx joist,Bandjoist,F,ttdjitist or ;2-t6d" 2-i6d'•I ��,,,-�,_i tt�neil ste,9s art foot I I not IiinRO to attomey fees arising out;afvc �.... Blocking (Face-nailed) resultingfi-om the mIlmnance of the work of dw-Nstionaii Electric;,,Code. 18 Al'. plttm6*ing+Et,�rk alail taatnpty with NYS e.rtr,ec J+1•t � � FILOOF t'1tA�tryG � .•,•-.•..�..�.�.�� r o t �• �""�� • � provided drat al•ty mrch claim, damage, logs r„q% r, ��°--�� t�a,sa¢� tsse>na,ass�s® I ,f -or"t (1)is attributab#e;to bodily 3uildling i"rodm �twd Joistiuo-Sill.Top Platt or CirStx (Tot-+sa�kxi) 4-Rd 4-1 Od Ixr j�,ist ( Xy IO injury, sicknem dinase eta'death at•to in' 19_ilUtcllien srld t*ith to hat,D exhaust fart Fla� Flgw're�.7'b Floor Sroctnd Enil rnit• Bridging to Joist I(Toe-trailed) 2-8d 2.1 od each crtd 8d NAILS i vb 3.041b6 Bird Rc q . � � ©locking to IoistY i'ot-naitzd) 2-8d 2-Idd n�eh n'ed IN to iR clestnre2ion of tangible ptvtra"ty(other 1�t1fS Building;Cate:. ..._.. - e I - than the worki'.t�cl� including she loss of ;��. ;C9ptstt tick 1tec'putt imtl heating to be Pligimt 340c Weldellilia ni sod Raftw Tip Dettal! Blocking to Sill gt'Top 1'tatx(Tor-rrnit 3-16d 4.16d RATES O etch bt,+xk t.edgmr Strip to Bean,(Face-Haire 346d 4.16d t=h Joist �I 1T' use rmulting therefrom and(4!) is-,caused in inso.itted. � 0„� Joist,ors[.edger to Beam(Toe-neikd) 3-8d 3.10d :per joist• Band Joist to Joist(End•trailcd) 3-16d 4-16d 'Ftrjoist • 8d NAILS whole or in peal by tiny negligent Feet or 21. Provide clock!type doyr'r:ight Ithei it tat. � Band Joist to Sill;or Top Prate(Toc-mailed) 2-16d' 3-16d per fair INTO . omission of the Oontraeter any 22. i�aOT:I end wirnda+sa^s l0�:inAl]AtOc1 glass, �� "cottw'neRM-1terlmomt t a�»,a� t eaa,asau, sit ,ate r oa a�as� a rmec 'Simpson Strong-Tint ROOF SHEATHI'r'1a ;gre.oa•rata:,ersr,r:aof ts7V�'dlAtl STUD p. s,sae� gas®e®tea. s®®��4•�me�ea�c aubcaztrtfctor, anyone directly or il3diresx2y ;;23• �'r►r-enoz d to c :Form to NYr Energy / ., ��rw 5truc2hrral Panels I employed try any of;thern or indirvotiy Cac#G- � .; � � ad ;Lod (etc Table 3.10) A A Dugrrnal aoard Sheathing crriployed by any ofi hem or anymv for 24. !'rounds smoke:do ors as per' MYS 1•,t6•ca VA" 2-sd 2-10d whose acts any of them may be unable, Building Code. tgce7t eta l ea t 0"M with Fc-r twPlsact $ + tn� � ts>� 310d p,�rsuJ►lsorf ) a r. t�tt�s•whether or not it is caused� part ,,, � . ;25. Jaravidt:(2)2"nti:12 ,he�d�•sarer•t�rty - tt2cric>Ata-� .. ............... ..... Flgura'i2mr bar a party xndes�tni fled hixetmdes•. ttartsir tt' LING �aar �aa�: . lrtttdo+eraltddmatrote�liftgsunlessothtt•wise (tosaasete �t tn � CEIL1hGSHE.1THt:'vG 3t :- -- s of Me of YP ma�s�-:�1 coot;.." os asses •e-- '-'- , ) NziEirsg;ivttelg for toot 3. Alt codes s•:nd n latioln of niYS;B04ing named. i ge �l G sum Wnlrt+oard ® r• p• kleathht k112i1-m h Code shall povm over All crostrt Pion and WALL SHEA,THIN err 7 /l0 field • ..-- --•--_Q._.................. :. build 8"" 1 y�.......o..a,�. ��••a �•' ��em� 7 toe' i.[s.43Csl�B'•^�•-�taffi , , •'•'�• :• ; peak t'..�S)9 t wind 1zwe ;26. Al] himders 5 ,,c>r'larger l7lust hinve double K1 peak oust y zone for ax� :asranrs area �>a� s>�sa raa��•--•••-•�a � -t�- .Y � installation. 4. All concrete to! aamin. 3,0b0 psi at 213 n#y c'�Fritts. :true teat Panels 8d and •Q. ......................... Sftvt urzl ,aneI3 ; (me a Tabk 3.11) t} f (stag Tallffo 12.4 Additional No-tesl • r •-•- 27. ``�ll ltrmtx�r taro!AlyvP`tsoti must grade Detail 2•Slttgiti and Doubts Vail.Garage Pattal 7n6 : 6d� - 3`etige/6"field : dam• , • Ice Protection - The roof of this 2sr3z > 3 «IPf6 field S. All fairings to betr;ton virgin sail pi-esma a 1. Beam to SUMX t pott2nd support PCIZI fo 10undali0r, ® , ,19.(?palings for cmegeltcy else nhatl include uplift connectors may be re-dimd,wfre2ttjustitied by -____._ It�• structure :!^loll have an ice barrier -that Gypsum wnttl d ' assumed btarigg capacityof 2 tons, #"` tro,staatas+s,t+t Da+,CnrrtsexsapaVterarare,na Id emu" 5dttbolm. r edge!i(r field ...,.�...-....�....,......r... r � : or altrleMxhofwindowslocated cafc„lation:. ~---=--I--�.� consists of a self-adhering polymer H„rilma,d ; 6. All framing and sheathing shall be grade 2. Ti91s det3it reflects lateral load requkerMls of 8 Sigh. "��_� Sd Sd Table 3.11) - es to provide tirnc�tretmed egress to legal and 000ble WA PorUl system.Itls the deslghe� � modified bitumen sheet In lieu of normal Partickbaerd Ptcatels 84 � (�.rrsarsuflstsmr) ._._._..... _._..�.......... ..Q.:.. � - �$'r'p vgen;3p�. SslKh openings 311811 not responsibility to pros-da a complete load path torah --"� -�- �- underla ment and extend from the eave's s � -C)� •• - ��• o) 7. All interior pan,.h;ons to.Imw ion double loads In aeCOrtbnCe nhth the in codes. t l `MAIMI"a"L°R•'rs 1 1 �� y � Diegc►W Board Sheathing ••• ' ---- -•" impede eg=iiin an emergency, shall have ^ g r: sa®assnztne<samwwn+t , �1 �**a�•�� edge to a Dint at least 24 Inside the t-x6~or 1-x8` flow joists of as rioted. 3. Sfstem ratinp;equatsthe sum of McSinaliand , , - ucwsnerr�t �` r„�aantee�,sosaetaia l� g p. • 2-8d 2-1Od PcIrruppoft --- flr minimum alms of3.7 sq. fl.with a DDUb1e;1Wal1 Portal values. �.' a• TM^ 1 Ili exterior %vall line ;of the building, ' >11o••arwia�r 3-Ad 3-10d ,x.=s,prxyrt $ Floe Ceiling joists to be Dot las;I�it Fb " neat • :�.tstreai._..: �"•a•R'•a�• �q1� °� �•a �� ...a.ara®er„ee„a,na�eaeaaai®r • . $Jo arlirlirmelm opening height af�4 and a 4. A terrtatc tnstatlatiorr:A srttg",a plrGtt hdc'r ,_ tr FU?()R ►NEATHUNG 975 E- 14M m Thus Joust (fro camber)may be for the two headers ♦ !, ra+aae�iasaea,�i - Table t2.l; m imu m opining width of2D"vir'ith bottowi 1 -tar.a ,r►�rA Smol�.e ;Detectors shall be IJnstalled In the �° �--°� �� •�•� 4 • . • a ,� M shown above.The tlesign rating for this condition .( a+�o.�,..c►.ea ( � r i Strs cutua!P,mess Nailing Rt.quirtrntents for this --^ Sk All sub-flooring shell be-CaX 1. ;min. ofeMing no(higher than 3 6�. above may then be etraltutcd as the sum of the Individual r f ollowirlg loeationst t'orltts R ` A]i edges to be se on solid finished floor tin all,abov�e de stories. wall(Pirtj r3Iftr4 ,7ndividuat watt'(pier)ratings for. greater t'• 0 )� 6"eeEe/tt`field CASE Sludlt Roo#-t2tr-mpb. �►ld 8'a.c. 1:'e.e. 3'o.iE �'aF. thickn�.; g �' l�r I i�l 1 - In each sleeping room �` Fod 166 s•ataer6�fi�w this condition may Im takm as hat:of{hair 0oulble ', , i P g Diagtmat Board Sheathing 3-sec Peale Gust,1/24-nefr- blocking g]tud..tlnd Bailed. 29. Arcl!tittd!`rs Hart eztg'ngod for sit)enrisiost it1 Wall portalvalum, I� ,tRo+,aar-- r t k �, • • uelth€td Aearlat Edgett a O.C. 6'ace 3'ace. 3' „ I I l 2 - Outside of each separate sleeping 1'k6 a 1�t� 2-8d 2-10d mica Root sl,"afit _,.•_____.,,, 1�. Well silalthing slater be 7/l b min, tiny capacity ttibleminvied obhin-M!a 5. Lonper°header spans can the accommWated it larger I i w ,.,,.� (J �� 1•al0•orwid'er z vrt area In the Immediate vicinity of the -* --- -- _ � 3- d 3•. 4s,mHt Commonitills • headers ate used such thattqutolent stiffness;,19- Rt � l.r y Mailing utn-writs Pre;basrdion wall shcalhin nor:feed 6 inches on-center#4 the panel edge.If rill zI mt6ing is railed-3 ins iun oft-xenter,st the 11. Sheatl}ing shall be Hai led per the y. All grass!vviihiin 18"'of finished flctotr:!loll . ual to or greater ttun that provided the � - � It� ' g • � p � .�-.-.-.� bedrooms requirements of the(New Yod:State �safety g(ms-, minimum ttead'er and maximum lergih indicated. . ' �..--..� part!edge to obtain higt"P.•i shear cap,ritics.nailinll t'oquircm:nts for gr�ral rwntbers shall be dotFbkd,cr atltrr►ase C*mnectors:wch n shearFigure 3 - On g eo.eh additional story of the tin•shattt>etrsecllorthstinisinthe 112-40 . Building Code. '6. VP4 and LSTA24(d mViy by orders)are minimum. p t petit. . requinmertst'o.wh era !wise dwelling, s txrr+t'ntlosisorrrcon„ e,nbers.theistxilat _ 1 per f„ot•_ Link 85•-cottm-Liko of iR ttte aGlorrO.bla :....-:=1�-•r A'a eam t? '►i'hrn t#dttathir, . eQaurnts-.toft►aihsttallbc sm»t 1 pc ed to'bi;rradtxxd w:l•16d t'ssi .. rxrosiott rt!+iStaH it g7irR ro4#]w ih anti 6 gag:;ttsples:rr,pemtitted:wheck?]BC for additiortal;rrgtrirtrrt,er,ts. r winnow t•,ead+3r to lttrterkir t maul$:Arap Carbon Monoxide shall be Installed ;on all = . levels where sleeping quartters are wdsiva CLIMATIC AND GE0r3WkPI3IC i EESIGN CRITERIA, located and In (accordance with ,Article 10 Additional Notesi ` ---- --•••--------- of the Suffolk County ;Sanitary Code and Light, Ventilation and Heating the Carbon Monoxide Alarm Standards, t�ita� Shutter Option - For 120 MPH Wind Zones Only All ihabltable rooms shall be provided with aggregate glazing area -of not Jack Grotmd snowy load 45# Typical Lafaral Framing +CianneclJons. . less than 8% of the f loor areo. of _ r �tiat►dor- stws . Notei The shatter design shown 'There shutter designs by no imeans Wind 120 mph such rooms, The minimum openable hereln will provide significant irepresent ;all poss;Ible workabll'e designs Seismic design category B area t0 -the outdoors :shall Joe 4% protection from (hurricane force ,and can always be upgraded to provide - winds, Thls Is a i C; gutdte only, It ,,even greater margins of safety and Weathering • Severe, . of the floor area loeing venttllated, does not Include all !possible iprotectlon. This tbutter deslign is Frost line depth 3 feet RC��>sS -SECTION END VIEW shutter, ;anchor and fastening lintended to be temporary andlmounted ,�" Mos��ter Bedroom 14% glaze 11% vent. systems, iand the Installer must ,and removed from ioutside the! building. Termite Mor3cra'te to heavfy Bedroom 1 11% glaze 10% vl,Mt,adjust alt dimensions to ,All deslgns -are based ,on vrind pressure Decay Slight to mode Late Bedroom 2 ill% 1glo ze 10% vent, compensate for particular ,capacltl+es only. Winter design temp. 11 $ �i;i>v •• � • lnstallatlons and hardware used. F i Bedroom 3 15% ;glaze 14%' Vent, Ice shield underlAymont req. No I---• R• �-"�' 1 F1vo'd hazard No � While the design wine;! pressures are �... Bathrooms - Shall be provided with Master Bath 5.7 sf ventilation based on ASCI 765, -the bulldtng aggr•egatE> glazing area in windovrs of Bath 1 ,8 ventilation - 50 cfm ft�an owner/Installer must still carefully - '. - � evaluate each system, and rtherr If not less 'than square feet Unless 1/c. Bath 50 cf'm °Fan necessary make iony modlflcatlorms I-` UNITORM DE.S143 i artif ical light and a mechanical consistent with. good design and! bultdinD --� L+�AA5 t --•� ------► practices. 11 ventilation system of minimum 50 cfm rF�ur� � lb„�� -• ` , •j Live�toads: ►� for Intermittent ventilation or PRO cfm { f or continuous ventl.lation Is provided Rooms other Phan sleeping 40 psf Sleeping rooms 30 '-^-- �tiJiT>rR frttF@�Ettllt�._..� •,;1�1�`QWI+�lD M Decks 40 • �•---- > r�r,�t� , Attics with storage 20 Ronaar Table .Y Header +Coma�e►c#ten i'Rec�ulr'®n�e1�#,s r�lr Wind lEx poodle, 13- ' „•......--rn o.�l '/: �laA.aII,I.B01,TS JOIST ,. • �,,,,,,...,.•.. .+sae . - �1 - .�30!� "OC± '•+ ---* _ �-•-•--••-- :�.._» ......._._.,._._,.r...._..._-._. __._..-...-.�._ r �T .._� I)e.•rd Load Assurn rcrns:Roof?Ceillt&Jl mTrib!X DC w 13 p st nove Sexttd;Gt:at 85 90 100 {10 12rJ 1130 140 1 S0 t Dead loads (rfcttl l wei;ght of matterials) winds (rb) Floorconstruction 10.7 psf --- .--. • ' FI)UNDATI�N TIE DOWNI)dETA Wait eons#,ruction• Mo-� l;wu� R u Co ic ;;cu oa of on;tt E:,�2t Lad o:l3erider br. '� ._,. Sptsi il4Yt�2i r..»-. ` its Scalepom :l" 1,�n Roof constmetion (a) t U ,• IL IU L V3'I L ' U,s.� 1. U�� L I1;3 Us.r L t11� L UI•• L 1.6 E R ` Ida ®�� 2r 2 47 79 42 ' 89 93 109 127 132 165 157 207. •185 2S1 214 299 r 1' 94 159 123 177 196 219 255- 265 :331 315 ' 413 360.. •302 4,28 598 492 ? JUL 3 700�3 ( ' S.tFts to r"„ommie yin shutrm ' Snow l.d ' -4S 1 f M _ 6 14,1 257 185 266 278 328 382' 397 A96 472 620 554' M (43 897 738 8 I611 3;16 D!4b 354 ' � c 11195 _..� ,., 1Z 371 437 SIO 5-9 r661> 6301 826 731 t0D4 13.51 984' 1• Revitvt►1'8biltt 1 2 ul the 1 Lt 11'a 0V vj acst�w to 234 395 308 3 464 $47 631 661 1927 787 , 1033 924 1255 11071 11494 1230 7tsfgrt tre0+lerrfortriothtlA -" we •►'' `� •. •.• •• ' .•. 12 283 att4 369 $31 57 656 T65 794 �992 944 1 3 108 coat .hone ttt►ctlocl to ck Trnine tf emir-!' •. .• S 2 9 1 15D6 128S 11793 1476 t mob �,.....�'+y"" T�tg t FLO*OR ••� ; •' ' .+ 14 330 553 431 620 650 765 B92 926 1157 1102 1446 1293 1757 1;500 „2092 1722 stiffc9terltitceneedod.+'l;saahtufetaa JOIST r • •• 16 377 6r2 442 708 743 874 f0�t0 1038 1323 tZS91 1652 id78 20D4 1"11d ;.2341 1968 trltrmvrl in Iurr 2, Jtl1Alr1#tJi 4 lily 95ttttult STt��pJt'.11 S _ .-.,I wrir►rab L3+ttfe,ttiaKe(m.)at ;.. . �•�� 2 70 79 93 89 ids 109' '102 132 16; 157 ji 332 185 403 2,M 484 246 F; Anpe �• 2.Cut APi1 woexl tKtltCtursl pwjs with ARr1 h"01 AOltt'eOV-019 Maxlefflom 1211 snph Design tt kid sp x.wd -''' 4 139 158 187 A77 290 219' 404 265 ;526 315 ' 664 360 810 4.28 967 492 uieqAoft M* 8!# MI111 AT r Span�� M(Ilb ftll). St�ac4t,ror 31mm to 15.1t."919M � rv� t f to atxxi�ne ttms� ATTACHMENT TCW 6 20Si 237 280 266 435 328 603 -397 '792 472 I 996 354 1215 643 ;1451 738 �� Q bV Y Omar Ion d ask;(toe f�l�2 r Z4 8 279 316 374 354 580 437 907 529 1056 630 1327 739 1620 1:57 :1934 984 •1 4� R. s 0 �part t�sll ittcis)of i�d 1.5 30 . o1.S tlx r ilatt bfta►,ro1 itri Figrrlrt 2. F*Kff �A1rAC" V"MCVA _ _ `�. l"4 ter �•-^•-'-�"-' 10 349 395 467 443 725 547 10(t9 661 1321 787 I659 924 7025 11171 ;2415 1230 �_<,N�- 7'wn1nz&1 •`�.,,� 1 Wind 1Jnlift r_nnnear►fi,nnat 12 411I 404 561 53l 870 656 IZII! 794 1S8S 944 199t 1108 2430 1;285 "2941 1476 � o. - 1 +t-�S 0 2 34 0.5 r 3 � 3' �'�® bead ftn�h�g �M1t11 dAe,edf I -'mow s 14 OR 553 f54 620 1014 765 14,0 926 1849 1102� 2323 1293 2835 1;.500 ;3385 1722 k:crar=t Itamirtg bdllrtd 4'ttm teood l7d C►w&,to• ' 16 5511 612 1749 708 ' 1159 874 IM4 1059 2113 1259' 2655 1479 3240 1"714 !3869 1968 1 0 :4024 2A 48 0.9 CROSS SECTION END VI ---- -- --�i siding.3 tar:mite,used to att'atch tiro N,,,•"•'- d2'a t' ��•4,N, ..-6 � ' „ ets•,mc ,, -- t � �,....� 2 93 i9 126 89 198 !09 2T7 .132 ;36a 157 4S9 181 51i1 ?la 670 Za6 2�,�e � $ /i shims ttaxd Flee a�humts rtnattt hft;llss ,! inch e'aye- 4 18f 158 2S2 it 396 2t9 534 265 '729: 315 917 369 1121 4,28 1340 497 frarAs 0C ° �� it is I 74 ` 1.5 6 279 2;17 378 266 594 329 832 397 SM 472 1376, 554 1692 643 :2011 738 A�oF s9QNi' � ' ti�its be fully ea+ar ier,� ; _•..___�.,_,_ � . . ,•-�:... � 8 372 3116 504 354 791 437 1109 529 $457 630 1834 739 2243 1:57 :2681 9E4 ' 4.Nod>6#tsrrm to ttut#rtrnirhf;with 126 �srrlib EILItVta 36 10 465 395 030 443 989 541 13',t6 661 1971 797 ; 2293 924 2903 1,071 ;3351 1230 iei4"'•"a 12 SS;a3 4/4 tJ56 531 1!87 6S6 I6�53 794 Q '• � tSS 944 : 27�i 1t08 .3364 1285 �E021 1476 nt+ttls.l}st ]dd n2ls br ahblla r ,� :• r t' f 7 14 651 553 1183 620 1385 765 19,11 926 2549 1102 3210� 1293 3924 1500 •4692 1722 3I4 lndt dock far:prow up to S feet, TJ0.M . s�poae the t4a 6 in6i%ot-at cp.+Fair. t1 1 fir_____/ ESTtMA•I.11!D DfRfCTION PIT 120AVH DES113H WIND SPED AT IS-M P��it3HT .� - -" -"" 1 b 741 6;i2 t009 709 1583 874, 2218 1051291311259� 3669 )4T8 4483 t714 ;.5362 1968. {atilt31•tUlf WMI2X sit AT16 t4+tOMStr.tr. U Connector uplift 10A Residential House I'or ipAua+ Yt S kMisQ>glcx tz, -4 i dies �« �: 1 5ln+rftor•5par+l(in,} ``� L u C•otgn«,to Wend load vAa ito the:wa3 t lam•?) z4 s,t es sto 72 e4 '* �,....� (� t}• O.C.ale eaccb athlrrl. 3a anct 3b} 1 i Tabulated lateral comm ctia,reguaranents shall be permitted to be mr ltiplied,b7 0.75 and 0.92,regwtvely;.,for flatting stet}grates! Long Island Home 5.Attach the shuuera with:40iwe. t 1 - -r"J >7ti/i6 2.5 o.'t 0,2 0.3 tk4 110.5 0.B - wi•Ihia 8 fee ot'baitding exrrntrs. ]Builders Inc, Tabulated frami ld building ltd inp Eie m18. 483 Sutton Place 1'u�ed lulik for a :oi laser ftxrrtx4l. ,� � f • s ng ars asnirin it ung ote � ,i 140M 2.9 O.fi 0.1 0.2 0.2 ;4).4 0.7 1.1 ------ a Ttibutmd cplilt requirements aantne a roof and eei ft msembty dud lmd;ref 4 psf(0.6 x 1$psf-9 psi). Gr e e n p o r t NY ftig�ucs 3:4 imd 3b31v i 2d ihatts for it - a 1 1 t �- a Tabulated lilt hoicks sus s find for hexticrS ortits roof ilu mbl 1tl im calculating liifl#orals for lcidcn floor rdlutrete�I?to label tltic�c and lid i�48124 2.4� 0.1 w , � � *� g y B� �PP�RIt (i.2 14I.3 O.b {.Q rails for zhuttatrt ores 3!t bhclt thaek ' t I 1 --- '; -,.... loads,the,tabulated uplift]Dads stall 1x permitted to be duccd t�f t►1ta �htedi t span forrnCh full well above, For tl�i a S ka, a trig th�lla ' tt3ttlef 3i0 d®tee 4.6 O.i .l i'0.3 0.5 0.9 •,• I Drawing Tltl•es ` �` o FLooR I b i Table 3e8 Window Sill Plate !Connection Requirements fir Wind - Exposure t aur,,cos pre at rta~c!t i�od of she riht>Itlrr 4 •f Er61TT1 Ot An7NC0�t4tPdTr•tlbrtlroM ..._. .-- , . pawf t•ar ,opgce wsaaii r 4 ;��.�en�ts feat New Coe Compliance �s tweetG m Details N `t °�' 'ifhute:r t7,t +tr•i tea- wind Speed(rnph} 85 9(1 too t l:�D 12o 330 140 lso Schedules P�� >�6:rJw pe�at iA kw*I=, �r it e� �' ��9dvrr;5iliMSpart Required Lateral G"tpaui1: of Ganttseiion at Eat h 9Ead of I •a.r4•e�.a Window send glass protettion shall sleet (ft.) windororsilt P1ate(lbs. '•a irrrtrcad ar tsi t+ato teem,grit! ftrat2ttar •'- onset ovw t1 �M' aa�aoe t owes t des wdwt,and tmisiltim strmgsh. - ' �na AS T114 E 19:86-9'7 and A T M1 E 1'99f:-�99 �. • -.,•� --� paragraph 6,atrst>r'rictu�l shutters Edith 2 .7s e9 109 13Z 1;57 185 214 246• Any p' 'I ed 1� >~ _ �- t�� 4 159 177 219 245 .315 369 428 492 attached hardware rovidetl• Details meet 6 237 266 32a1 397 4`72 $ea 643 738 ® eonstructlon tihirirss ore 6rdalg d+wknea 6a .._ p 4ramikd uOjv ra,%dilrr;tai¢tef►t bk Rbfr l• - -�,. .� to, or esbred the requirements of hTew 'tloric �►l # ® permit O�M'►11i>pEt�QQtlar l�li 12413Qubi.- State Branding Code r 0 395 3547 661 37 P24 1071 230' eovit Wes ram Lbl�IIiC711C�1. 12 474 531 656 79•4. 954 i 1109 1785 1476... hsadcd . of 61 !•l 553 620 765 926 1102 1293 15M l71 - 7.ArW Etabiiimdneah4imt>r 04Wd tnei'°M;'ps. wm0 a� ` �•• •'• •• , 145 632 708 874 }038 1254 1471 1714 19" do not scale this print, use if ett,at9a.ii �' • •' . ,� w...........rr ter. -•'•'••.4 d \\ '•'• :' .• : . z t 'Tabulated uplift and latcnd corvwfioa requirements alien be f igurecl dimensions only, o•rsr r fw+�l .; ot+tj►otlsteiltatf • •`• • r ;pernril:ted to be twiltiplied by 0.92 for fivioing not lemtted whits 8 t JOIST IN� fed ofbaildirtE comers: - sheet number A -INC &,f#Ann swat(tat bt kft fee pfaM tax �tlT1 W it lttf� % .._�i�?m erns�,�ut;►s tt bstMa Ommi,,,ii,t}s t „r.m,� � 'R M.T1 - • . file number 3042 - - 1. . . • , �4BER�CERTIFICATION _,/ . I - : AD CONTENT BEFORE FLOOD ZONE k t = . c COMPLY WITH CHAPTER "4 . - "EET THE REQU ALL v f uN SK . , I .1FLOC) DAMAGE PF3EVENT ON IBEM, , ' . - - ER USED IN WATER 1 CODES Q1 .,c N� .0F_TH` - .. Y SYSTEtiO CANNOT SOUTHOLD TOWN CODE. - �PORK STATE, EA _ =D 21i0 OF 1%LEAD. DO NOT PROCEED WITH - " FRAMING UNTIL SURVEY ` 1. 1 1' 8" 34 10 0 NASUB EAN IAPP 0!/ETIONi APPROVED AS NOTED - -----8' 0" 1. 23' 7-3/4„ D. DATE:= 59� B ..BY: x ALL PLUMBING WASTE s . NOTIFY. BUILDING DEPARTMENT AT - . Poured iconcrete at"to bottom - . ' &WATER LINES NEED • to be below grade minimum 2' 1 Q' 6 2"- - • - 46'.6" " TESTING BEFORECOVERING 765-#� 6�, TO 4 PM "FOR .THE. . • �j 14' 9-1/2" 5 0 2 1 - IONS: and placed on minimum 1'gravel -1/ �' —� f , 1 1 8 FOLL0111/IhIG '�1J$PEr,T . _ - bed �41 g_ /211� • . TWOREO `. . Pour these cheek - / 1 iI� /\5�1 1 -1 F „ , „ Pouired concrete steps „ '• . i 4 1' n ( p walls 8 in height - - ' ��i��TIOi�O � POURED CONCRETE 3 3 1/2 _3 0 -* . ...........................% higher than g NS T F�OUG , .. . (- 1:. � C- -I foundation walla - concrete steps - O USE IS �UNLAWFUL Vert in Field ....:................................. . V��E�. . IL)vl�& CONNECTION'S H • FRAMING PLUf�4BtNG I I I I 3 ��ATION . Step up to = I I . I I finish concrete . . T concrete landing WITHOUT CERTIFICA 1 4r 4• F��• - CONSTRUCTION DUST Verify in Field 3110" p 1 1 4"fiberr reinforced I I landing walls with . , „ - BE COMPLETE FOR C.O.° • - , Drop foundation wolf foundation concrelte Blab w/6x8 wire " Stanley Ste-Tru Door O $ O , I I I I stucco onderaon 2813 � 2 6 -i - 2'8"K4 Q ' P . - - &L CON CONSTRUCTION SHALL 9-t/4"at rear door hero 1 1 mesh I I basement window 2 10- /4"x 6 10 M 1L own d Case C 24 R _ THE . And 257GD8081 And. ,�, F 0 CU ANCY $ ME J-------- --------- ----------- -- •---'--------- ------------------------------------------------ 11 I 8,0„xa'„" - - /8" 9„x4,0 TH E(?UIREMENTS OF E CODES OF NEW . -1 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ - _ - 2'0 5/8"x2'o s 4'_ -1/2" -- YORK STATE. NOT RESPONSIBLE FOR . _ 1 ♦ r------------- -- ' -1 ♦ r----------------------------------- ----1 r--^----------------- 1 a egress IGN 0 CONSTRUCTION ERRORS.R ERRO I I � - c I I House Foundation L_--_1 . - . I I o 00 45minuteflrorated �T 11 - . UNDERWRITERS CERTIFICATE ' 1 1 0 1 1 I 1a ra I door assembly 11 _ ' 7'10"x 8"thick P.C.wall on I o N equipped with a self 5-1 2" It 1 1 I I I eq PP / - REQUIRED - .. • Garage Area Foundation 8x18"P.C.footings,wall will I - 0 steals device . II . I I I Solid block every 4 o.c. Solid block every 4 o.c. I q ' " ' "' . 3'10"x 8".thick P.C.wall on 8 I ♦ i minimum the first two have 1 #4 rebar continuous I _ _ - • • 1 I 8x18"P.C.footings,wall will 1 bays of floor Joists on horizontally 1'from top, minimum the first two I ♦ I I have 1 4 rebar continuous I both endwall sides' footing will have 2#4 rebar bays of floor Jolete on I 1 N u , Bath 11 ♦ _ 1 # both endwoll sides I \ I 11 F , " N COMPLY WITH ALL CODES OF ♦ I horizontally 1'from top, I I continuous horizontally. 1 I ,� c r Den `r 13��>81 et ce(Iin a m a \ .g 11 0 -* Bedroom o NEW YO STATE & TOWN CODESI 10• anchor bolts will be laced no I v in o '1 ceiling - I footing will have 2#4 rebar I I P e I I N t o _ _ a - g 11 F, - I x = — AS R U AND CONDITIONS OF • I more than 6 o.c,and no - I continuous horizontally. 1 I ° I c - ;_ I flat celttng , o 8 °� O - I ' more than 1'from any 6 I c .- N 11 flat calling 1 o • ( ♦ I 10"anchor bolts will be placed no I I o- corner or end of 2x6 cca*ill late a- 1 . l I o \ 8 1' telling „ 0 � ; O SOUTHOLD T06 V ZBA _ " P ° II 81 ceiling $ 1 I more than 2i o.c,and no ( I 3000 P.S.I,poured concrete I I a w . $ d II u - Y minimum 1 0 0 $ - ° " , I more than 1 from an I I I I o - 1 . I corner or end of 2x6 cca alil plate I I $ o d o I I .0 e in ''i o L, 1r. i ' I 3000 P.S.I.poured concrete I I � o a o I - 28 " ` ,_SOUTHOLD TO�IlN PUINNE Va BOPQ� I ♦ E _ - ■ 1 � �r F . SOUTHOIDOrJNTRUSTEES i ( minimum E I I 3 2 m 2 - -11 -11 I I N � 5-1/2" � _ 9 - ... . . ( I •E I ♦ I a_ - ir A: 0. a. I ♦ ---- a -- r8 °� io „ �!. . . EC . I I E I I `> I I .t .i ;,� : m N' n 2 6 y �.______:•-. , . .. : .. I 4"fiber reinforced concrete slab .c I - 1 oo m .8 I -_ 1 o 7 .I- • i + I with 8x8 wire mesh s I I •c d n n ; '! g d .x o I -O ( B x ci l - jI c I I m ° Bx16"poured 1 a ° m ° ' I - I - I a o i ® - • _ Garage I - concrete haunch �`+ iv o i_ - N N �3' 1-1/2"�j 1' 6-1/2" I---3'2"-+� ' . 1 ♦ I 4 I 1 `� below slab ;c o o` I I O t _ _ N 14 1/2 . I & I 1 13' 1" ` \ \� I i t N \ - 2, n p - 1 Ito n r, rn ,n B ^ tD - - - . : 1 I \ - I I 1 J--------^----------_- -----1 I I I I I . - I I 7 I I - � I I 21068 _ - -- ♦ i I I - I Drywall the entire ceiling \ I I - II If an 11 a n I i I ♦ - --I Drywall g Landing \ D all the an re calling 11 N I 1 d wall adjacent ce t to the I 1 UP I I (',� o and wall ad] ant to the 00 I II - • ♦ 1 ilvinq area with 5/8" I I � I I Doc living area ith 5/8" DOWN N n 11 Bedroom S , 1 I type„x"sheet rock - - - - -- - - - - i 1 1 r r7 4"concrete Blob I I c, ; type"x set rock a 11 t O I I I I I I reinforced with 8x8 wire mesh I 1 `o c = _ iD I V - 11 flat ceding 9 o r I 1 I L----- --------- ----i I I >° o N ila s 11 m Co - 8'1"ceiling o rr = - ( ♦ 1 Verify in field - _ 10 Drop foundation wall Verify In Field I 1 a ° ( 1 s \ : - I I ste u to I I gi I c �1 I I o j ; �' p to Above N ii c „ p e c9: 0 c Thla exterior wall in = 11 2 ^ v \ • i. 1 3 at garage door p rp M 1 f Open I I St I 1 4 2-1/2 10^�; 1 5-1/2" o open to 2nd floor �: 0 11 I11 + 0) . I ua 11 J area to be 2x6 stud >? l 1 ♦ I drop slob 1"at inelde edge foundation I I. I o 60 4 r^--1 I 1 `o o .0 11 i� . I ♦ L- of garage door here o I 9 12"o.c.and sheathed r: a 11 I ---^=-- -----� ♦ L^--------- ----------r-------------- ------I L--------------------J + with 1/2"plywood _ 4 . II • 1 both aides ` 11 egress ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ( - - -- - - III- -- ------------- ----- ---------^ ----------------- ------------------=---^---� - - - - - -i (---------- Y 9 9 And.C13 Stanley Sto-Tru Door And Case CW24 Poured Concrete I I I anderoon 2813 8070 vinyl I era a door .C13 • 8"thick with 8x8 w/mesh apron- finish concrete Pour these cheek _ basement window 3'0"D21 with 2-14"sidelights Md 4'9"x 4'0-1 2" itch awe from are a lending wells with I f 4"fiber reinforced concrete slab I 1 wall@ 8"in height p 2'0-1/2"x3'0-1/2" 5'9-1/4"x 6'10" 2'0-1/2"x3'0-1/2" = / - stucco 1 I with 8x8 wire mesh I 1 higher then - - I I I 1 foundation walls 1 1' 611 O 11' 8"1-0 8' 4"---- 0 I I I I concrete landing - - . L.......................:................: : concrete steps -. • ., Poured concrete*tope . :.....................................................: Foundation Plan . . • • @, I, , „_�—5' 10"---•- -----_7' 6" 7, 6„- ;� 7 5 am;. 9 2 —� , - - Poured concrete steps to bottom Note: All tie holes must be parged on .. , • . to be below grade minimum 2' - - - and placed on minimum 1'grovel both sides with cement and inspected by - � 1 O' 6-1/2" -i Imo--4' 9"—.4 I•� 11' 10" 1 I-3' 1"-4 1 2' 1" I I.I. 1 1 ' 8" I ` .. - bed the Town before waterproofing is - . - . applied. First Floor Plan - 1. . I-- 16' 8" 14- 1 1 ' 6" *•ram 181411 -i - - - : - �4 46' 6 I 810 square feet living space . - - f �/ • 251 square feet garage . • . I - . k0 - Ai( exterior walls 2x6 (5-1�/211) - I ' l f - ' Interior walls 2x4 (3-1/2 ) or as indicated - . . All dimensions to rough stud walls - - - 0� . . - 46' 6,� . 15' 6-1/2" III—5' 0"--------•j 13' 0" ---•j -- 1 1' 0"- - !--6' 0" 1 11 ill, 10' 4" so 12' 3-1/2" --- 1 - - . . . Asphalt Shingles-shall have self seal strips or be Underloyment in high wind zones(120 MPH)shall in And Case CW24 And Case CW135 .• . interlocking and comply with ASTM 0225-Fasteners for addition have fastens applied along the overlap,not And Case CN235 And.C34 -, ' ` '' asphalt shingles shall be gafvanized or stainless steel, further o art than 36"o,e.-Baas noshing shall be 4'9"x 4'0--1/2" 2'4-7/8"x 3'5-3/8" ., „ - - ; r P g 3'5-1/4 x3'S-3/8 6'0-3/8"x4'0-1/2" ,• „ minimum 12 guage thank with a minimum 3/6" either corrosion-realetant metal of minimum nominal.0191, - - _ _ _ _ - - _ - - . r diameter head,of a length to penetrate through the thickness or mineral surface roll weighting a minimum - - - b-1/2" I . roofing materials and a minimum of 3/4"into the roof of 77 The per 100 square feet-Cap Flashing shelf be - �� . 0 1 O - --- sheathing. Where the roof sheathing is leas than 3/4", corrosive-resistant metal of minimum nominal - . - the fasteners shall penetrate through the dheathing. thlckneet of.019"-Closed Valleys valley lining shall be - 40 I I O O - I I I . . . I . . . - Asphalt strip shingles shall have minimum of 6 one ply of smooth roll roofing complying with ASTM D w I • i+ 2 3 �-I flat ceiling - I �, 11 I faetenere per shingle when used in o 120 MPH wind 224 Type ll or Type III at feast 36"in width-Crickets cV 8't"ceiling I Vented zone-Underloyment for roofs of 4/12 or greater shall shall be Trretahad on the ridge side of any chimney O - \ I von oo - . w " t . be appiled shingle fashion.parollsl to and startin at greater than 30"-Sidewall noshin against a vertical �/ (� d . the save,lopped 2",fastened sufficiently to hold n atdewall shall be by the step flashing method. ROOF Q7 € rn 1 Master �.J I o anted - - , place. End lope shall be offset by 8'-Ice protection 40 year architectural shingles .r iv d Ma5te� I Bath 1 microwave shall consist of an ice barrier that consists of at least 2 Ridge Vent 15#felt paper - _ 04 � I a, c 11 i Kitchen above ' Dining . .- • . layers of self-adhet'1ng polymer modified bitumen Place 2-3/8" 2x12 root ridge 2x10 roof rafters r,1 u Bedroom _ CD I% I . - sheet,shell be used in Iteu of normal underia nt and 5/8"sheathing 3 b ° '� � ° CD . . Ye gals.bolts at (y t U. c0 a I _ extend from the Seven edge to a point at least 24" each rafter/collar R-30 Insuiatlon Build over K o ,A .r r - • Inside the exterior wall line of the building. tie connection typlcal Reverse dormer v a, , - Tr � - I • R-30 Insulation + 11 ""1`0" _ New Code Requirements — - 2x6 ride(reverse dormer) flat calling - line ofI0'8"flatceilingheight ' 1 1 .. see code compliance page also g ( } 9 flat ceiling I>? . 4/1 2 ��`�� 2x8 collar ties 16"o.c. /f/ 2x6 roof rafters(reverse) 8'1"celllrtg height i 8'1"ceiling 1=oa island - House Structure House Structure - ��\�\\\�� Use across the entire structure-used also /////l//////// L . . _ �� I� - -- ``�1�% cis calling beams In Kitchen/Dlning/Uving Areas /////////// &D 1 2 Bat I s 0 • . At every stud lop and nail a galvanized At ridge-Strop each rafter on Soffit Fascia/Rake 4 _ _._. E E - - steel strop around the 2x8 ceo sill each side of the roof ridge board to 1'overhang l'overhang 11 1/2"plywood _ '- N .. ; sheathing It M plate,up beyond the 1st floor boxend each other over the ridge with 1x12 pre-primed 1x2 on tx6 R-30Insulation 2x8 telling beams 18"o.c. Solid block eve 4'o.c. I 9 = ° c °7 \ ° " ' p galvanized steel strop-use flnger joint pine pro-primed every must run u 0 \ a m c g and u onto the 2x8 wall stud pins P c Used in bedrooms and baths minimum the first two to topof .- '� a tV o d - u •"•• ' above. use minimum 4_8d Simpson CS16-field cut to about with continuous block flnger-Joint bays of roof rafters on I _ - u troy ceiling \ d _ nalle on each'end of strop24"and secure each end with vin venting beneath pointed or aluminum double plate - .y - ° 10'0"maximum calling height ° uo r - - both endwoll aides t!7 2888 2668 9 9 = 0, Use Simpson CS18 cut to minimum of 6-8d galvanized nails painted covered co 2x8 - N N ' ow I- a 11'8-1/2" = °O 1 . m Q L f - - necessary length or vinyl vented 1/2"CDX ply. as 1:c° `o o � �o� 8 r- - - See"Walls to CCA Plate Detail" soffit material _ O Height of wall = 1 10 Hall r - At each 2x6 stud to roof rafter _ sheathing m 8' o o - ,r f O of 1.6" r N o: _ u o •o ,� - - above-connect with Simpson tyvek or equly c:I= Go P) N o 0 1= , 11 I The use of 2 straps-one lopped CS18 strop-field cut at about 30" indentation �0 3/8"green board - 2888 �: `o' 3'4"height wall N ! N o v - • - . around and nulled to in length-field bent-secure each horizontal bevel board look vinyl eldtng w/corner boards - -` M - the 2x6 cca e111 plate and also end with 4-8d galvanized natle- - = Living Area - . . . nulled into the boxend and one see detail"Wall Stud*to Rafter Solid block every 4'o.c. Window and Ext.Door coming _ s - Linen Closet I nailed into each wall stud and the Connection" minimum the first two 2-1/2"window-door cantnq N * N E _ Landlnq D N = . other side netted into the boxend is .1 bays of floor joists on = \ 3 ' _ . . I jtl r - aJ all ext.doors and windows to � � i ci '�'• • .......... • ....................... " ' � """" , „ allowable-Number of notle needed At tat floor stud,2nd floor joists 3/4 T+G both endwoll etdea a line of 10 6 flat ceiling height Fireplace to have 2 6 .4 . ' . . . - . Overhang n plywood aubfloor \ be caulked I o c d ====n at each end of each strap still and 2nd floor stud intersection, - g L00 0 * r= : Bed room 1 - exterior clean-out • applies connect all together with Simpson 1 B overhang I plastic wrap around all rough window opening* `t U x u ro external fresh air See"Wells to CCA Plate Detail" Extend slding 1-1/2" 11-7/8"WI 8o series G-P Joists co II before windows or exterior doors installed I m I - . CS1E strap-Held cut at about 30' _ N °i x en t0 B@IOW = intake . . below bottom of WI ...... ........... •f a - II - p o - - - F - . • In length-secure each end and boxend E. R-19 Insulation 12"o.c. - N - O. Nf1.joist-finish bottom _ - N I s N N (E �V , 1/2 x 10"anchor bolt of floor Joists with 4-8d galvanized notlo. - = = At overhang \ Walk-in I Reverse above is build over construction - � r . • of overhang with = - 1 6"-i 9-e1roP - a0 , I t \ \ �- from 1st floor stud to \ flat ceiling Place Fypon Unit within 0, every 6'o.c.with vinyl vented = . g I iO Closet II 0 - j p,N+ R. So h For every new window and glazed Yi - ►� „ N ,� ( I 3"square bearing - to of 2nd floor joist 8'1 ceiling height t � � �. , 9 door,a 7/te"plywood panel must be soffit material - _ P J 1 II Header height this unit only T4-1/2" _ r) w g late(washer)under nut P and from 2nd floor n - ' P } made. Panels shall be pre-cut to cover _ - f\ II 8'T wall height from to of�rtd - * stud down to bottom g ll - . Thera will be on anchor bolt no the glazed openings and to allow the _ _ = , �I floor aubfloor-this wall only -::,. - _ .................... - of joist I �`� ' ' more than 1'from either side of . fasteners to be secured to the structural = = - II - _ _ . a corner and no more than 1' wood wall framing. Panels to be marked = """ """"" = --- And Arch Window AFFW6045 = - � , . from the and of a 2x8 ceo sill on to location,pre-drilled for 2-1/2"#8 - -= t 5'11-3/4"x 5'2-1/4" - C • �. • ' . plate board wood screws at 12"o.c.around the _ - - = _ _ Q "Sii' � —] I I I . entire perimeter. - minimum the first two - An Case CW14 t P4040 ' Solid block eve 4'o.c. """•'"""""' Fypon 68OR-18 - The shutter will be stored on site - - Md Case CW24 d And Casa Picture Artd Cose CW14 �.. CO`1O'N- • Garage Foundation and ready to attach In case of _ bays of floor Joists on • Landis _ - 4'9"x 4'0-1 2" 2'4-7/8"x 4'0-t 2' 4'0-1/2"x 4'0-1/2" 2'4-7 8"x 4'0-1 2" major storm. - SI.... / / / / .both endwoll aides _ �.■ 8' 4"—=--�i !.. .5' 9.,—�"� 1�- 4' 8-1/2"- -4' 8-1/2"- - 4' 5-1/2" At every stud lap a gclvontzed 2x8 plate ;f = 3/4"T+G plywood subftcor steel strap around the 2x8 cca sill Egress windows are needed to habitable boaemesnte and 11-7/8"fiberstrong � .- Concrete Landing/Steps - • 12' 011 ----=; 13' 5-1/2" 1 �- 11' 10" �; �- 17, 5„ _ 1 . plate and up onto the 2x8 wall stud all bedrooms-they must have an operable creaa of 5.7 rim Joist 1 11-7/8"WI 80 cerise C-P Joleta l . 4 risers to I I Residential O LJ - above. use minimum 4-8d square feet-All a revs windows are marked on i the 11-7/8"WI aeries 80 - ^ grade 1. 16' $" ►1 „ q 4 R-19Insulation 12"o.c. •-•••••••••••••• 4' 1 - 11 6 1� 18' 4" 1 House . nail*on each end of strap- plans. 2x6 ceo plate w 1 - - - - nill sealer .._.'......'............................................................' ' .-.... ...... ........... ........... .............M F, -. .... .. .. . .. . . . . . .. _ .-..._. ...- . Grade Use Simpson CS16 cut to drop in wall 4"fiber reinforced w 8x6 wire mesh concrete slab - - c - neceesary length Solid block every 4'o.c, mintmum the first two termite shield / Second-d Floor , Plan . for rear garage boysof floor oiste on both endwall sides• 1/2 x 10"anchor bolts - Long Island Ho m e j 8"x 710"poured door forgaragell concrete apron Garage Wall O n O O r a n Builders i l d s rS Inc.1 n C ' concrete wall 1/2 x 10"anchor bolt - Solid block every 4'o.c. minimum the first two •••••••••••.•-•••••• door . - _ ovary 2'o.c.with boys of roof rafters on both endwall aides 1 O91 square feet living space place#4rebor, " """"""""' - I II exterior walls 2x6 (5-1/2" 485 Sutton Place 3°square beartnq Garage wall footing A horizontally/continuous ;':. Interior walls 2x4 (3-1/2") or as indicated Greenport.NY plate(washer)under nut "' ' throughout-2 in . footing.1 In well,1' All dimensions to rough stud walls - from top ................ .. - - ' - Drawing Titles - 4"poured concrete slobr. . 8"x 18"poured w/6xe wire mesh - - - " . . - Foundation Pic' concrete First FIOOr Plan • y 8"x18" • • - . . - . - .. ` . - poured concrete hauch Second Fl Oo r Pl O n i ; . - Ty p l c a l C rO S S Section - Cross Section , . - - - - - . ® construction - . - . - - • . - . : ® permit - - • - - - - . . _ - 1. _ - - . , I do not scale this print. use L - figured dimensions only. ' . . � I ., '' , �- I 1�_. �,I - — � " � . . - , - - I .. . . - I � . 11 . . � '. .11 . sheet •number A1, .b." , I - .11 I • � I � I L:�', . . I � I . file number dg315031I , . . - • - • , .. : - - - - . - . .I , . • ' . � . .. ' - . , - - . - . . . . , General Notes r ". 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'I�I- I.�.III�..I�.I II.�I r.',1.I I...�:.I*"-tL��..-."I 1:..iI�.-��1.I.��.�I, .,,.I,,�I 7..1,I�I,I.Ir I."I,��-,,:�I I.,,:I I I_,I:�1,..,�I�.,I..�i�I"-I., I. I.r 1,�-..". existing conditions in the field and notify the Engineer of any discrepancies - - prior to start of any work:.The Contractor is responsible for all ,- _ , ,,':�-�;.:-I� . - - . . - � • . - . permits and licenses required to complete the work: ' _ - All work is to conform to stote,county and local codes. Notify., . . .. I Engineer and/or owner if the building does not comply before ` . • - making any changes. . - I . - All electrical work is to comply with all codes and an underwriters , ., - - - - inspection and certificate must be obtained after completion., - , Contractor shall verify all dimensions and conditions of the site . . - - - and shall be responsible for proper Joining of his work to the - I . . - work of the other trades. . . ,; - - Although these plans are drown to scale,no dimensions shall be - - - scoled. If there ore any questions on discrepancies,contact the „ . . Engineer's office. , • i : . . Sheetrock to be fastened with screws,12"ale.along studs,beams 1 and rafter. Sheetrock to be 1/2"unless otherwise noted. 5/8"type"x" y - - sheetrock to be used In garage walls and ceilings If there are Iivtng , . - • areas adjacent or above them. 5/8"type"x"S.R.to be used above all ' . furnaces,bollere etc, Sheetrock In all bathrooms or other rooms - where there are high humidity conditions to be moisture resistant.' • • � Cement board to be used behind all tubs,shower units where there is tile. ''• 71• . U.L approved smoke detector shall be either photoelectric or. ; - - ionization type and shall be directly connected to a lighting cTrpyit . . - - - with no intervening wall switch. CO detectors to be installed to Code. . ,. M . - . Approved hurricane clips/strops must be installed where required by NYS i or local building codes. See New Code Rules on Croce Section. Also • - review New Code Details. Check with local Building Department for - . , . local code compliance. . . Insulation Notes - I All walls to have R-19 kroft faced Margie"insulation, - All ceiling or roofs that are to be insulated,to be R-30 M.f.g.insulation .. , • III . - - A11 floors to have R-19 fiberglass insulation.' - - • , - I. atuccaftnieh , Foundation Notes _ - - - Concrete slobs to have contraction Joints O 20,o.c.each way. - Do not backfill against foundation walls until first floor is framed: .' ' ____ _ Waterproof all foundation walls. - Concrete footings to rest upon undisturbed soli unless supporting soil to loam,' . clay or bog;to which case it shall be removed to its depth and replaced with • engineered compacted fill. Concrete to be 3000 p.s.l 028 days. Contractor - ` - Type I Sldewoll Sheathing Requirement (� I Type I Endwall Sheathing Requirement to supply cylinders for testing.,Cylinder shall be cured under the same nd ewall -12i wind zone R I g I I t E l e V a t i o n Roof and Ceiling-120 wind zone conditions as wells and floors. Rear Elevation Roof a g 40'length-5'minimum sheathing roqulred 28'length-5'minimum sheathing required Soil bearing capacity used for foundation design has been 27.0'given 28.9'plus given presumed to be 4000 P.S.i: Footingeshall rest on undisturbed sell, - Notify Engineer prior to placing footing to that these . . assumptions can be verified. - Type I Stdewall Sheathing Requirement Type I Endwall Sheathing Requirement - . -, Roof,Calling and 1 floor-120 wind zone - Roof and Ceiling-120 wind zone Footing size as noted on plan 28'length- 10'minimum sheathing required 40'length-17'mtntmum sheathing required Wall height and thickness as Hated on plan. All slabs to have BxS wire mesh. All slabs 4"thick minimum. 28.0'given 18.2'plus given 1/2"x 10"anchor bolts to be placed every B'o.c.and within 1' - of every comer or edge of 2x8 coo sill plate. Note plan locations.' I . '. ' - - - - Provide 2-f 4bars continuous In oil footings and 2-f4 bar 1n walls . • .. } . - 1'and 3'from the top. - 1 • All retaining walls to have in addition to above 4 pieces of f4 . rebor horizontal and be connected to it's footing with f4 mbar _ , ., . placed vertically every 1'O.C. • II I I ' All concrete shell hove a minimum compressive strength of WOO' • P.S.I.after 28 days unless otherwise speclfled. '- ' . All concrete footing to be'minlnum 3'below final prod• • and/or frost line. - - , - "Kaye"must be cut in all footings. ► ; - - AJI tie holes In poured concrete foundation must be porged on both • \` sides with cement and Inspected by the Town before woterproofng To appned. ® FYFort86oR-18 Framing Notes-Structural Structural lumber as noted G-P WI series Joists-All other joists; - headers and studs shall be Douglas Fir/larch(northern)f 2 grade or better. , All heoderm shall be(2)2x10 unless otherewlse noted.Double all ' - - I i joists supporting walls above and supporting all rooms above such os ,' , . bathrooms,kitchens,circulations areas that will receive floor tiles. - Place flrestop"cats"in all exterior walls where the calling , . ' I - height exceeds 8'. . - . I - . Steel Steel shall conform to A.S.T.M,designatlon A-36 and shall meet . . . requirements of the latestA.I,S.a.Code. . ' Damproofing - ,-. ' . ` _ - - I - vapor barrier shall be B mtl thick polyester film. ' • . _ . Mastic waterproofing shall be troweled,mastic waterproofing . dehydrotive No.8. - . , 11 ' . Windows and. Doors - All glazing shalt be Type"E" ` - To prevent against water damage,aIt window and door rough opening are'_ • • "• to be wrapped on bottom and sides with plastic membrane,then a Tyvek I - or equivalent membrane will be placed across the rough opening,on"x" . will be cut diagonally in it and the window or door then placed into the , ,, rough opening. A piece of 18"wide Ice and Snow or equivalent material I . . - � should be placed above the window or door,over the notling flange. I • , . Ice and Snow or equivalent material of 1-2 layers should be placed on I . • . the sill below the doors before they are Installed of a minlnum. , . - _ To guard even further against water penetration it is recommended that ,- I food coated copper Porte be installed beneath all windows and doors. , -'}--h J To prevent against water damage,oil window and door rough openings _` - must be caulked with a silicone based caulking. _ , Columns . All columns ore 3-1/2"diameter steel pipe columns with 8"x 8" � - x 3/8" thick base plates welded to the top end bottom.. . - { . • Unless otherwise noted. . Type 1 Sidewall Sheathing Requirement Left E I e V a l I o n Type 1 Endwall Sheathing Requirement Front Elevation Roof and Ceiling- 120 wind zone Roof and Ceiling- 120 wind zone N YS B u I I d i n g-and F l re C o d e 26'length-5'minimum sheathing required 40'length-5'minimum sheathing required 17.0'given These plans are in compliance with'appllcable NYS Building and Flrecode ,. 26.0'given - T - . + Type I Sidewall Sheathing Requirement Type I Endwall Sheathing Requirement - Interior I r I m . ' , Roof,Ceiling and 1 floor-120 wind zone Roof and Ceiling- 120 wind zone _ 28'length- an minimum a 20 wind required 40'length-17'minimum sheathing required Unless otherwise noted the following interior trim to be applied: 21.5'given 20.4'given Baee-1 x p�-P m D finger jotgnt pine Pawner choice size/finl� Ceasi 1 2x rs- rimed fin er oint ine-owner choloe elze finish t ` _ •' . - Interior Doors-Morgan Pine-4 Panel P, L New Code Details . Strapping Details - 120.MPH Wind Zone Stropping Details - 120 MPH Wind Zone Strapping Details -'120 MPH Wind Zane. ' ; , .. , . - . - - ,' . . - _ - _ - - F 3"Thru Roof I 2x8 Wall Stud er 0�6.'(� pF -_'�yO� '• . .- SlmpsonCstBcuttolength, 2-2x10 head lopped around 2x8 Bill plate _ * ,/w\PM S r - - Gt 1. and roiled with proper amount . 2 -T" . _..r_ I I .::f.x:f:�. of ad Hans L double top plate '�• b � - : .. r_- I I I I . I I I I .�,r', 2x8 bottom plate , I I I I I I 2xe cco sill plate ON . � Ir � r , +I i l 1 +1 I J1 y i - 4"concrete slob �' p 01 17 NS ` _ _ :-.1.� 1/2"x 10"anchor Dolts every 2'o.e., 1 NI I ►N 4I I qI ti I No more than 1'from a comer or 1 -1 iI I = 1 I 1 f I -qI I c I ♦ end of 2x8 cco sill lat e-use 3"square - - .. • . p rnetat strap o .bearing plate under nut i, t ( _" - DW One of the links in the critical load path 2nd floor Y Foundation • ' 3" 2. - . Cross Section End view jack stud ReSldential HOUSe I Window Sill Plate ` _ One of the links in the critical load path - " , Wall Studs to Rafter Connection king stud Long Island HOITie ' 'T?'� one of the nuke In the critical land pain Wall Studs to CCA Sill Plate - Garage Foundation . I I , Builders Inc iI I 11 . 1 4 85 Sutton lace . I iN I Greenport NY . I i I = - Strapping Details - .120 MPH Wind Zone • - • ' I .. . _ ' w.M, i --�- Drawing Titles :. .. letfloor bottom plate - 3 2" - 2xe Wall stud 2xe wan stud d d H d A d W 111 pent g I 3 - ..........aa.................................:.:.. . Elevations Simpson CS18 cut to length, Stu s an ea ors sour a 0 'ri s - F.al. m lapped around2xBsillplate hleW`COde Details New Code Design and Structural Information 4„ and naned with proper amount Ge n e ra I O e S . •0 i To SCHD - , Plumbin Riser Diagram 4"c.l. -• of Sd nails . ........................... u n9 . • 9 House Trap approved � :•.� 2x10 floor joists P I m b i Sch e m'at'c • • 1 - Enclosed Structure _ no scale Sanitary System + - 2 - Exposure B . . . - , U : ' ' Nailing Schedule 2xeccaenlplate . • 3 - 120 MPH Wind Zone 4 - Design IS Prescriptive Note aheathinq must be roiled to top plate' Strop either way Exterior Wall Sheathing-1 B"o.c.-7/18 fir cdx pywood 0 m : No more than 11 fromalany comer or t t10n ow 115% 40 psf live load .20 psi` dead load an 2xe eco p -use 3 q are .. - 5 Roof Loads Sn ) P - ® ermit :.. ..:.....:.. cons ruc - 4'Edge Zone(any wall wtthin 4'of comer)-Sd galvanized """""`��" , - -- Floor Loads livin areas 40 psf live food 20 psf dead load dot enl late "e u 6 � g ` bearing plate under nut � _ , common nails every 12"o.c.each stud Foundation 7 - Floor Loads (attic, exterior decks) 30 psf live load 10 psf dead load - Interior zone(any wan beyond 4'from comer)-8d galvanized . $ - Snow 45 Sf - common nails every 12"o.c.each stud Foundation ' - P ) t, - All structural lumber _ plates, joists, studs, rafters, Roof5heathing-_SeeNalltngZoneforRoofSheathingDlagrom do not scale this print. US2 9 . ll sand hips are Douglas Fir 2 zonal Zone2_ Zone3 Zone4 Nailing Zones for Roof Sheathing in 120 MPH Wind Zone collar ties, rid es, va y p 9 # - ,g Fleld a"ale. 12"o.c. 3"o.c. 4"o,c, figured dimensions', . I ' type e mortufacture r and size. One of the links in the critical load path 10 - All engineered lumber is indicated on plans by y p Panel Edgea 4"o.c 8"o.c. 3 o.c. 3"o.a. roof sheathin are cdx fir I wood of the nominal size . - Wall Studs to CCA Sill Plate nd a P -- Floor wa ll a Y 11 0 sheathing are number /`-'� -': '. ,- . " given - Floor sheathing is always,3/4" T+G, wall sheathing 1/2" and _ , . _ . ' ,' s eathin 5 s" I wood. - - . file number dg315032 roof h 9 / P Y - .. 12 - Manual Used - Wood Frame Construction Manua( for One - • , . or Two Family Dwellings - High Wind Addition . . . - _ . s . - . .. . . . - ` iI . - - - 7t��t . Mailing Sdhaduir - . ' a ,. glt+►r� t'r P,Idtte lietalres laetsltts I/�T�1II,1..-I- . . - - GAlc endhr:.Kingt�rc+iaas of 2�+(& alaCrt3 to t. I I-�I.-.I�.I 0,I.L II,._-I,0 1.'.a iZA� N ' riumlr of i�f,+mMr of ' �,7E+ - Jaint ck-Vription Common Nails . t3ex Nails Nail S ►n 'X'pattern frctttt the tt CL'tttCf t1f the >R ten tt . FtCtam 3.7■ CvIII J €9rate'laiK attb4,s 1t:r€dwatl rig ., 1`�ctton center brace of the.ftxltth tt`tiK.s,'a5scf flu . . - It b(mont center of the Tel.'to the t011ccntet `dad +x all le.ftow re &. ed Fr:,att - - Rfaor fR.4�frvc - USE A vt O! P • The A►rchitext will not hriv�e control or cltt rge of I2• o1e.d blocking &heft ben prom' f .4--I '!t!1✓t'Jld OF FCatttr to Tent F'tatt (1'otursei!td} {see TsI>{e 3.4A) tart T■Me 3.4 A} r tenet t>r7tt'e Ut•th! l xta"ttt tttxvs( cC I~a tdfC 33. Use two y � ...-- I I ..-FA__-- . .0."I I 9.[I1-0 F"Ii�I I I � ,I#I I-I .�__..�.._I_._11�1I. I I.., I-��I_--..- .I..�i_� .�. I�I. . . r . I I . ...r and will 1'It)t be sibla for Cot3tructicxl 't3> s.. Waifs at ntitl pccrittt. AIIo'►v Z"air xrr4 cantn�r�,w. rK 1Q Rd tJAa .S1itS 3-,inch 14•t ant a taavA stwcttrsys(v i•aro 1 ta�S gi;;ilrr Ctilir►g Jc>,ist►0 7op!st■te (1L>e�siled) I (Yt 7e'r4e 3.4A} (see Table 3.4h) i per joist rCspoKt lttd a Hatter ret•re4 lrsew at 1i'ea Tnr■•Rr eerrtr,ta j•aat Sir. ( TRl1-i. nded eoritrreol'n nails'to attach the 2r4s to th': Ceiling Joist to Pestle,Raler (Fact-roikcf} (sm Table 3.9A) (See Table 3.9A) each lop * a . ninn3 mehodg techniques m-qufrncrs and - . - at:.ce for roofs �,�. ' .. ' - ' • y 2.10d tt•rls Oa.bt• EM TVU* ! Ceiling Joist Lips OYrr Nriitione (Face weriiaJd) ! (w-e Table 3.9A) (sir Table 3.9A) ewh lip .1 Q 1j,7*2tn(1 10 Can iA((�LL'k3�trtT Pcagt - in acmnaetiacy with the wcwk. 13. AIt stud& stttt11 be tleilted withsolvanixed • . Collar Tic to Rafter (Facr-•nailee) • ! (snf T:bk 3.t>A) (are Tehle 3,6A) pert. 10TAL FOUR a ,- - 1. The co n"ctcr shPlll give all n(xiccs and •_ hilil�s per the rcquirem+ is ol'th>•New Yc�rlt Rtdje+A Blocking to Rafter(Toe-miled) � 2-",' 2-1tM each rr►d bad NAS empty with all [awg, acdinnnccs, totes, State Building Cosft^ _ - t I """':"' tift ...-i 'st■ntt Rim noord to Rsner{Este!- illik-d) 2.IQ 3-1t>4 each end 1 i blTO TAUS x regul>attkvnn and lawfiil orders of any pubic - 14. All Rush wood emnecttyt's shall be fastened _ 1- - . . , c x •`'��•. +arefle.art �A LI-F"it�l tKl R G 1 I ; M r�,r �^--_ - yin tact the srtce of the lrastired ttlttal Sim ngam ZA0b Ridge Bo and arld C*111mg}o141 Dstatt " - ; muthmity b ea g per'fbrm W;11h t"ltietd g i t Top Platt to >op Platt (F.re rgcl=,cd► 2-16d' 2-i6a' tom*f r i i .- ti wtxlC end shell promptly ncxify the c,aii1oc2os, t ,tls■.e�tl s4 Cooler We1'.M ill'ex- , Top Pines ai Irttetxecttornt (Fsct ile+d) 4-iM 3-Ihci jvrrR3-each side I S J ;r�.�!► , Archi3e# ifthedrawing's txnd spr_ificxttiorts ttcsr shalt M°�tt!itiehcd to ttte r�4-l►t•cknatrseta.•o4s 5trti4asttad (FturY4eeit.�ct) 2•16d 2-thl 24-v.r. it '-�` 1 S. All roof r>I i r _ - e:snu 1 is(tettw Eswv+1 twomw with 4-aa4 runt. .i Hrstks to Hetsxkt(t tx»a 4n1} t 6,r1 I tr+d tb"t c.a1e•req axlg�ts are at Variftrlce ther+twitll. plat, , with gsilvarnii ht7tricanl a Tema ty- R . . . - - wear___ inn "�+� � Tap or D*ttom P% t to StA (P.twt-csiked) (set T".3.5A) (am Table 3.5A) pet.�%A� � � I � j� t % �`I L'� . - 2., owner and contractor shall indemnify and down o mncctrfis. cortse tw►..t 7'e+� 2°we•stM - ;, El �-. ~`'�..,�� .�":+ . , 's hold harrtilt s the Arc?titcd and there 16. ,'+,1t P tt"rnginre' lu=bcr shall be ,lt�4d Rohr • Bon"dale to Fhxtr joist!,RMIjoiat,Endto",t or . 2.1&f z-Ibd'' �r rat J,' - agtaits ttr{d cmplc3ycas from all claims, iTtxtQlltt+ti Fes' cnfg. Spex:iticetiotn:t. Bt' enatl Stsde flocking (Face-n■,1H) ' da+mnFscst, l+tss*as echo cxpcetse�{ sncMing tort .17. All elesct6i:v�of'k Shalll c0 nfo>rtrt to latest ce'v. M f . not limited to attorney ft c, arising out of cX of tlzrc NlttionmY Elxtxiic Ccxfc. _ .. . _ _ _�_ of the wo[k t*ma's M+a+ Jntst io sill, Top !'late a. G�tc{er (Toe aa,lexl) 4-Rd 4 t OJ Ix7 'e n e !F �.t7�atltw Erg# v , resulting from the performance 18. Al' plumbing(r+oric $hitalt comply with NYS 1114"1t•t t• Bridging to Jois; (Ttt nailed) 2-Scf -I Dd each end 8d l+l14t1S • _ - provided that any stJc�n claim, damn Icrrs r.rte.r. ex se l is attributable to txxiity Building Cage. F1Htara 3.Tlb iloasr leraraMf, V"dw"If 111cttYirg to Join t"Tar-t►mi!cd) 2- Bd 2 10d each rnsS (14�Q , ` or t� ( ) Brash crt ro in' 19. }C.t#t"-.11Ctn 7tt1d�tt)3 to ln»GYee Cxhasi.Rt fS1t a9! �?[t Flocking to Sill orTap P`.Jt*t(?o+c-t4ibe+d) 3-16d �-Ittid r■.N blccic RIATES 'Q • - . injury, aickrnets dis","ar Jury n ible t he'r NYS Building Code'. rlgvm 11.Cee It464(a tt,a>wrd one>reflo v Tits V,OtVR Ledpor Ship to Ream(t,t(Toen ihtf) 3•16d 4-I6d each Joist O destrudi�on of to { Joist on Ledger to Ream(Tetlrut I 3-8d 3-nod M i 8d N t t $ )xY handJoisttoleist{End-railed) 3-1(•d 4-16d pctjoist • than ihr work itsc{f� including the texas of 20. i5omest+c 1a+od wnttct pt'p n hr_attng to be - . [land Joist to Sit!or Top Plate true �callcd) !t+d' 3-1fi.i pr. f«x . INTO • use Multing therefrom and (2) is cound in iris tlerld. . . _ F00V SHEAT1{UNG STUD ,. . . , ,a„ ,0,,�_ Simpson Stroog-Tie whole oil• in petrt try any negligent etch at- 21. P'rcrlride clog ty d�trtighi thrmaatat. ebn,.,,•(e+.n.t .) H7 each issivn of the taacttrtncta an ""`" tom•+M *•�,w of ata4rw�tu Y 22. Dom sled windows to be insulated glass. ,eres•.."OKed a.*-" 5trvcttcrs{Panels i sd It>Kt (tertT■hk ).1t1) - subcontractor an me direct! or iindirxx}y �eIdIm ., .. . °r' Y 23. 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Ina in9 rvnex �r ._,�I,-.,,I', P � anyone or 24. 1�'+crride smoke dete+ci4:vra�+per' 1I.z ,1..1�r'�,� ..".- I 1Ir1.4..,�.I,�-..I.,1.1--.1�I,*�...1,,.I I1 ."L,,r .�..� 1 ..,II ��,�,I,��I t I,.1�,' I'.�,.I.:- IL�'I:'.'"I-�,,,,I I11,,.I�,I 1�I1-1 EtOCKtTSQ whc�e acts an of than maybe unable, - - SECTMRA-6 I _ __ . c:E'ILI G stiF:ATxr�r: ' it f t�mt - .' -1 I ' rsa�*aeeetararaar zsi!�seaFe+aaa .aeerrasrmes�sale +• h -,_.�,..I4 y y She&tiltnp h 12a-rrt� . - rr•gatrdless whether or not it is c auu cd in ptrrt over >an t.+�.et«i t»ta•er ve,m , - - _ u _ �� x i - pe o , , l�ul dtit Code- Rvf'w». (fir-•s�irrr,9v allSasrd �' lm 4i rotten ; 7'e:- 1 Ct" field 2 r 25. Pro,a idee (2) 2 a i Z to-.dens y ( . ; ", a :x i ndern n i fi cd hereunde•;. of or,"at�1 ak itst>xty ;'� (Or b7 P rt?' windoar dtxx itling' unless otht�rwist* - - . _-_ _ _ t •• - . . . the cast+stusry hrJ4ttf if±� .3. All codm and regttliatio n!I ofNYS Building "e . . - - . :.eG. . ' Stnxturat Pancfs tad lOd (art T■tit 3.11) I � �eclTa6l,37.�j. Cede rhall govern over mil amstr-uction and. 26. 1► I t.�,.,� ust have double __ ....................... . . , ` 1 h e n4 m 6' ex Jargla fi l the ttwtae rf AI6"� 6d' - 3'trd to J 6" nt td , . instltliatian. - I :It ! . : i ' !1 cos{tx+ete to be a min. 3,0�4 si at 28 P'F'a't studs. Qctail 2 Sln le ard.t}att le Walt faraQi► Pt'fiat 23�2" �' 3-eetgsJb"rtcld 4 . I - A P 4 27. All lv'mbx wid plywcOd must be Mde 1. Beam to sure rt post'and atWort post to fourdalior . . Bit t.�,,,�, c., ttm wtll►�oetd Sri col-IL"!t Sd ccokctt r,edst r 10 field ' 1 . ' starnpdi ufllif,Ctu,r►etxdts mrf be rrCucea wince ItrStrfieQ D7 5. -A I I fcxx i n gs to bear rm virgin so i I pre�ure ----- wwa t.>,.r t__ �`ere to�er•er r,r nK cx r. V s . , .._....... .......... . . Z$, min f t'ntt"r q ntL Shalt incl►nt3c calculat'ans - 1--'�""--__-__ -,caier•.eanrr+. Hacdi�earc! Rd Ed (c�aP Tabk 3•!I) d'pe 1. Tt is Beta t rs'lects katera!laa6 reRukemertts o, a S tc Narticlrhoaral P■r,ela a t Ed (■a tresr*afiett ttrl e. •0 © ;• • assumed benring capacity of 2 tans. doors or apemble i;mils of windows located and Double Wall Portal system, R is the dr5�vn is :." � f - . . - . - -�---- a ' . t 7 b All framing and sheathing shall b-- gt'Ade responsibility 10 provide a comp"s teed pilh for ant , . � r - ""'-��-�••�--r-�,�..! MagonaJ Acterd Sht■thing - - . as tD pr'ovide unob itructe'd egress to legal , t ,e+are■er.e...r..r, . ill f i t - .loads to atcordan"trt,h the(I•cwerrtn4 gelds .row"forKIMKong""M" /.-i ! � ,, � .em"ileat.cv,er�,i I'x6'or I'x8" 2-Ed 2.10d per ttuppetti . - �, f� 1'x t t`• r»wider 3->S+J 3•t tM . +e`r ev r! - stam p spmmct3 Sven e ft~nings shell not 3. System tattn�cbva!s tho turn:01 ttte S+np!e aryl taar,sr•v.,,,c;�; I 1 er.n,..r.ay.,n,s„crcn. l�r tT� , ,i \•• 0. ...wr.,... ,t . 7. All irnleti+x pertitiotns to bear ota{ double t-n shall have Double watt Pena!values. I i r 1 1 I. 1 I' (( , impede egress in an t•meT r5'. � I, rt■a • c orlot I FLCKA SHEAT1fING Tabte 12.6 y.p . . -'-, • ;' s }-_ ._�. ic`"ot fists ac as ndtxl. u trri of 5.,7 - tt. with tt 4. Aiternale trtstal!at►on strnJte Flea header / I� /!; i { ,l j I! _ al. R,i y - . )'� a m thin rn s �' ) y �I ot-w..MOW-4,«r.r i " i f 1 ! �/ Strtrctvral PatfcF3 i1l,tllrng Re lvirt ,lte�ttls for tfl@ (no td.^Tbt•r rna bs subsLt reed tar the ivr0'+cadets I , 8. Flom, ceiling joists to be Doatg(RA Fir,Fb: minimum oncrting herigfit of 24" and a shown above,The[lesion rating for this condition / ��11 1 1 ,l1 i „ . rn then be enfuated as the sum of the. individual +Ui 4_ I I'or less ad 1 o f 6'rage/12"foe ld C,aSt;Stir (fi(YOf-124-rnptt, Flt,id F'Q.C. 12*O.0 3'o.G . 4'a.t - V 875 E a 1.6M or Trues 1<oist M1 nimurn to w'niilth of 20 with boftici t �y �^ j . s ++ h .fir �� wail ()ter)ralrrtQS lndiv4duat trail (pith)rat►n7, for i ,a,,w,.s,i..o,,,roar ! (�/!! ` !11�, �{ 1 Rrts,ttr then t" tOd I+Sd E"edge/6"f►eW : P I. �. Abl sut�flovrin shot{ t►e CDX r". rntrn. of crying no higher truer 3 zbrn tttas eOnCisian may lint Uken is halt of their Uaut s hml M"---� ! t 1 1• i Diagvlrat 13verd Strrarning 3-sec Ptak Gent, tl2-inch } II 1. {{ Tttt Rrot xh�Cttir,0 eattth Reliant Edgesa 4'o.c. E'o.c 3'as . 9'atw� ' . !3 . : i� . 1 ► 1!� � Vw6'or t'x3' 2•£d 2-144 per sv;epetrt . ,. - thicknc_as. All odges to be�fet cxt stAtid finished floor ice all atltxrrc grade stories. Way Ft,rtatvahxs i ! I f j I Ni ,, Il - i'x1D"or wider 3-tin 3-;c,i s twt count"Haft . lockin hied and nailed. S. Lonoer header spans can be ircornmodated of larger ta■u,..,e, ! I r! ! � I t-- ' 1 Per �T � _ 1 b $ g 2�, Arc l'iRect t3 RC1t Ctlp,Llged k>t" s �i� In headers are used such Vat r utvai nt stillness!b !! i r Nailint r•ogaf"try.'vts we Dtsa°d a,well slumih,mg na led 6 irx hrs r.Ht-cerder at the p wl rd It,va�lt sr�tsth ,,....r. .a I art r•.a \ s f fie, rng iR 1Rziled 3 ruche an ctrtee•r at tfie . 10. Wall ffheatthing shall he ?l1t5^ min. >snycaityt>rtlt-ssn,cxedotherwise. equal t0 or GrritEr than Thal provided try'I'e ,.. ` 'r panel edge M obuin hlw shlr;r arpacitic,,nailing ICeletirrM."t7 rce stno0wraal mcwAxss Aafl be&wbk-d.•err ahernwe eonmKutss.twch was.srrar t 1. Sheathin shrill be nailed the 30. All gloat within 11t"`mf fmis+e+d floor shall - minimum header ana ma�+trnum tengm md,cated. fi a 12- ptavm.shalt Pr.►rsed to maintain thc:tool Nth. 6. LTP4 and L$TA24 (L�NS'¢R i'1y Oft�t5)are min,vnur,► e-•. tlixre rev:li sl+ea ping pc atintinuascs Duct rmrerted nerrrttDet>t,the tatxrlatrd tntentttt of nrtlr shall etc permetted tort reitttcrr!era 1:,t4J A■al e'er fetal. t iR6( Its•r Catts>set:liDn Ob - requirements of the New Yor-ic State b; tmft Ty glass rtq rtmetfts to aichi'avet the alt0rra5k bads c coffos►mt rrsisrant I t pelts roaring tulle ortJ 16 ga2.teropok%Are t,ermittaed•ctwtk MC rot wMii twul► virrmetiits. - wirniow dear"to extt•rios . , i . . I ► otot f.trt,p . Qttilding Code. . - , ,. - `r" .".'"'..' ,r.rr..�...... wolf. i i i . - - Asti SJ A� , . . . Typical Lateral FrartZct Coatrttiolns . - CL1I�Tr�TIC +i�t7 GEO�RAPHIC,�, ESIGN CRITERIA. _ .. . . .tJAis , - . Shutter Option - For 120 MPH Wind Zones Only - r _ 1. Grc,tlnd snow load 45# - . . . . . - � . Wind 120 mph - l Note1 The shutter design shown These .shutter designs by no means hereln will provide significant represent al0. possible workable desiglns Seismic design category . B ---- .protection from hurricane force and can always be upgraded to provllde Weathering Sevcrc ,--- R • • ! - I t,. ► . ' - clLtfV r - - i • ' -winds. This Is a uide onl It even reater margin of safet ands=--b 'r - . does not Include all possibte protection. This shutter design Is Frost line depth 3 feet '`� �' _ shutter, anchor and fastening Intended to be temporary andmounte(d -- -- , Termite Moderate to heavy ! systems, 'and the Installer must and removed from outside the bulldln!g, `` . adjust all dimensions to All desl ns are based on wind pressure I�ccay Sligl'it tQ rnOdet�ate i �, P ' - corJtpensat' for particular capacities only. Winter design temp. 11 B _ - -' Installatlons and hardware used. Ice shield underlayment req. N10 . '�i . • - Flood hazard No --' I - . While the deslgn wind pressures are - . based on ASCI 7195, the building • . - - ' __ I i I I owner/installer must still carefully - 'r}ribl '� 3•.7 Ifender Connection Requirements loot' Windy E7��1osu o B . � _ evaluate each system, and then If ) �i k I . . „ ' tadlflcatlons . '� MINIMIUIM UNIFORM.DESIGN LPAI� "` - -; -�`�il '•i � . necessary make any m - - . „ • consistent with ood design and bultding 1 - g -...... 1 191 � Nid Load As$v�rnt:Rcowcilinp.As�nhl DI.R i S tf - practices, 1 '/ e'z24^.STRAP -�-�, FLbrJR Throe Sexxtn4 Gust •` • Live loads: Joist trouer t «? 16^ OC ! ; Rooms other than'slecping 40 psf ss 10rJ l to 12a 130 140 t5a "` ' Mrid S�(mph} Sleeping roams 30 4 t�orsr,�, mmdea Fn u;rui Cam.of Coimomion nt kc,ch End a.11,md;"bi. 1'I - , S�'D s 7I to 1� fe 1A1 tl !• tiI --- -*"__ Mf,•2147T (-tP "`QtJ tD Decks 4Q (fl.) (fl.} L U ' L U ' L tJ L V ' L U L U' L U' t, ; . i ; _ , riot . . t . Attics with storage 20 2 47 79 tit - 89 93 109 12? I32 16S 157 207 •I95 251 214 2" . 246 . • g % "DU-SILL BOLTS I '4 94 1SR !23 177 196 219 255 26S 331 315 4131 369 $02 4.28 398 492 _ . .-____ " , ,vs s,a 4 @ 30"OC - . ,. `. 6 141 237 lE5 266 21E 32a 3,i'7 397 496 472 62fl1 Sst 733 fi4; E97 73a �/----C.nie .n. 8 , 199 316 246 354 371 437 510 529 661-• 630 826 739 1004 857 1195 9" • - r . Dead cads (actlral weight of materials) r �.l tz I•# Floor COnsirut:tiosa IQ.7 psf • tD 233 39S Salt 4a3 4f4 S47 63'r G61 A7? 767 JOSS 924 1255 1071 109I 1230 t V" --7; , �e� 12 283 474 369 531 557 i;S6 761 794 992 4u'•i 123�9 1108 1506 128 t793 1476 - . t Wall construction. 9.6 jI _ 14 330 $53 431 620 6S0 765 M 926 1157 1102 1446 1293 1757 I" 2092 IT22- . t iDL1NDh'3IOti T7E pQ�'V'dDETAIL Roof conS:t•ts+~tic{© I1..'I �" f • 1 16 ' 377 F3: t92 7t1B ?4? P.7r 1^20 iOSR 11?l t2S9 1652 1�7$ i009 1714 2391 146!< 4 4 Scale I" - P-o" • _ •,. ''•,.•• ,•• 2 1 ? ^ 26t 157 332 13S 40S 214 4?A 246 - . ' t. .•. ' ., 70 7 t 93 tI4 45 l09 (r2 13. . FLOOR : •'•' : ' •• 4 139 158 t 97 171 29tr 219 a04 265 IN 315 664 369 810 423 937 .492 t ( . •.' t JO1$T 6 209 237 280 266 435 328 (A5 341 7v2. 472 4el!ro 'SS4. 1215 fr►43 1451 738 ". . > W* ' I - Snow load ' 45 psf - - is 279 316 374 354 5R0 437 >?07 529 1056 630 13�7 739 1620 8ST 1934 984 - . . tot Sleatttcts 4 - 24 -, 3/1Cr?'t�acaurera 10 349 393 4G7 443 � 725 S•47 lU'.� fr61 1321 787 1659 924 :t32S I071 2418 1210 - _ r T 1. KrAlew litbW I and 00M lmtatkrr I �� 12 419 474 561 Sal E70 656 121 t 794, ISr5 944 i991 1108 2430 1295 2901 1476 . 1 to the Daft , . . Ccsn"Iendorrtl ber:r-1on to d,et"Mff►e tf I iAt 1 14 448 $33 654 62t± 1014 165 14l3 926 1R44 110Z 2323 1293 2835 1100 3395 1722 , tuiaienen rt ntedt',d.Atsadt rrt ner Its /?ei l+r ,r0•tea. • ; 16 SSE -.632 749 709 . I15a 874 16t4 1059 2l13 1:59 265.5 147R 3240 1714 3869 1968 nth ►se R 2. . . X t Vlffl'f4CAA"V""FP"S Typicil Wald Uplift Connections ., � .. I.. .��,�...I I /yt�sree{r*+aeo t3-■�•s+ct+e�t('tn.l erf 2 93 79 ,26 84 I l9f, i09 277 t32 36•t IS7 43!2 1Ri ;b1 214 b70 24•a Fr*M 3A AFA rcrra4 Ar"V,3rrnfe M=tq-WM . 120 u,Vh 0,olign Ww,d S;dt.eO _ 4 - 196 159 .S2 17. 39u 214 SS4 26S 72R 315 917 369 1121 4:8 !340 492 . 2. (:Aa ,� wood wuavml pariii4s;w �r t�,T) 'Jts rrtsr+r spar" at 1S-!t,t4� 6 279 237 379 20A 594 32R E32 197 itP;2 472 t316 554 1fiR2 643 201 t 738 t,S� Qi= . PI.V✓'k tJ etiJTTdt A11t►4 TtT-T i7R - • ' FiG1JaR1<? _ # 1,2 O S � 36 8 372 316 504 354 74! 437 1109 .529 I417 630 183�1 ?39 7243 LST 2681 9E4 g� �' G t-erckr pttrndadttstre x}nt IJof . $44"� ---- e7rHw& �'0�©�S ��F.aT��i� �.i�� [�� 10 465 34S 630 443 4F9 141 tar>6 66I 1373 787 2293 914 Z303 107t 33sI 12.°C �ra� J✓�, ` J lea■!►owT+ � 2 t TElt# TA a'NT-1nt�1..3�1 toe i It F 1: SS8 474 75b 53 t 17 87 GS!i 16b3 79d Z i ES 944 17:,2 1 1108 3364 12t35 40Z t 1476 2�, .0 4aj,t0 7 0,5 14 6S1 SS3 E83 620 I3R7 765 l941 926 2549 1 102 321 4 t i293 3424 iSC!Q 4697 172Z r • , , s E 3. Use a brild or fir%W%ire trail to r,••r"•- 1 11ttAW 16 744 632 1009 709 1593 874 221 B 1058 2913 1259 36 A 1 1478 "RS 1714 5362 I"It ' m �- ct ' !4 hacwr the Cram behinc( the Brood i740o.il,t:- 4dn4 - • 24 48 0.4 I - , y w skit . Ihr taa'aIs used w,auac h the 0++•w.c " . -.'-' _-. " `'~ �' L' Cocnt,ctos L•ptoad. ) r1' (w . 127944 f..4d.l,,.,.k ---- t>Abei&WA �t -r "E1UNQ... _ . ,4,.e 4 . L Carxwxim latrrid IoxJ %r Eo the willI o &a shuns erd ttet siwtttn rrrt�t hft the 1 tlaea.ea+E i.n.,e,,,►,. tre+4.r 4�err 3 P2 I.S � '� t4�'h1 "` 1 4 fralmit 4ts be fully P Lti1MC, ovw r i Tabulated liters}catitter-tinn its s1 all M pc�rmitic+l 4o ke t'sglEplie,!b7 0,75 tt�ci 0.92,trxpxtively.fen ftsmiag eeot 1a�t - . , a 4 t ., / ..,.-,.r.,.r..,.. within 8 feet ott*ailEi,g trnners. - . , 4. Nay s,�inz to the (mming vAch 1Id t t - - 2 Tabulated framing iatd3 auKn it building tocotrd is Exposer:A. � - . . Watts, 0.kt 16d neat for tl atts I - .0,,af r l T:t�sthtrd tiiti rt'gvtrctrttnp asrtme at rooranti cri tin=trsserM+?r?Y dry!Iasd of 9 psf(0.6 x 1 S psf-. psf). 314 trc#1 thr+ck For spans ilp to S test, i 4 e i':t7ttMlllll!>a DY'Ptt[TttJTi AT 1I0 M1"N q'SiCNN lSrttdo SPEEta AT i s-1''C t4"1t3NT I r ttj' SpaC mi'i"o Y R eT * g Tsbulated lift IWt 3 are died fox te2dcrs thin roof Ji-Win*1 %1wD ealculatin lift ' fen leracleta itf flct�tr .. sp:iu the r 6 troches.ox.a whshtnn. I i 0`" "�- teblt%JUT'r'1"71'31!'f1T11 2 X 4s AT 16 iftcHes s.a, '_ ., ' i londc,the trbolt=ted u;,lin loads shall tv ptnnitt-d to tee rrduced by 301+If titres the header s�•n for each full wall Oxwe. Resldentlal House fir 1i !'Lt eruct 3 tern,tl�e.z aa►1t i ittct{re I t Ado lavlo a4 Aprrm+t Shy+Tar Spirt( .I a tarrs� 'r" o:c, ►�. I t (ISJ10) 2,4I 34 4.e " 77 c•4 116 ; Table 3.8 Window Sill Plate Connectioll Requir'oment>�for Wind Expostfro E Long Island Home . ., each s#n (F'e I I trend 3b) 4 I , S, il,tcxh tinenuasn w,iln daubk• , i ??l1t8 Z.s 0.? ®.2 0,3 t).4 O.S D.f! - i c• ' --- :• - - i'� ' Th.secmt= as no too 110 -120 130 140 t3t1 • Builders. Inc► 1 t I`^ I wind Sp m-d(nT Greenport NY herd twis ix t"t c(k=temov-1. t - 4W" 2,9 01 . 0.1 0.2 0.2 0.4 0.7 1.1 I • . • ( tletCs Sit tired 3b} l?sc t 2d Watts ICrr , 4 P "°'� .�.��...I.I _....__...i....1--I�.I-�..I.._�.I.,�.....I..t=I0.�.1�I--I11�-aI.I,..-,s),II..�..eI .c��... ... ReX,umcS ii+rro(C`a?atiry e+f C4nrecticenat Path !nd of I { V4'iq4w Sill spr e ahutitt't Y 4 4sn,i 7.1 0.! 0.2' 0.3 04 1.0 .. FLOOR lI ! (tt) Vlitttrc+w Sill F1m(tin.) Drawing Titles' p to >h ta�ctt tuck ad 1Qd t Jaisz ^ 79 E9 t09 132 157 185 214 . z4tS .. . nwis kw r.h%sim ortr 3,'9� tl'tic� s • 5 I 4 - ��. ,. - its 4 . _ - . . I Fort u to S thenaels - t 4 ►►C.1IRt 3a 4to,e 4.� 0.t 0.1 8.3 0.5 G,9 '"y, ' b 237 2beS 328 397 x72 • - p I sa t o z I r�s s I s 36� 4za 1a7 New Code Cornptfance _- •_.�,..-_.__--_-- - I - 3I4 643 738 , . 'ri inch"VC, tit ercd et the AUrter . 4 •ii st•e+,M" ATTA IK"ff-COMM - i . . . . • g . 3f6 3S4 437 529 630 739 g57 984 I)e t Q •i�S . 10 395 "It 547 661 787 924 1071 1230 S c h e d u l e s . �M. t'trr sFAW over S&act,enure nuk • . - , - - - . .. .. 12 414 $31 656 7$+ 944 1109 17S5 1476-., I o C." emb tr,rel of test shwttr I" _ r 4 1293 1300 I722_ . �53 6�0 ,bS 425 I30• tit Naiiuttttupuenelratt't lfoursid • "tr•a-a Window and dais protection shall mcr ' . - of . ; - 16 632 70R 874 1059 1259 1478 1714 1969 1 u''es n!jwan use t rt+�,.rtt!fa■rehar •�• rdhe■sar Is eri■n ASTf�4 F 1 SR�-9? a n4i ASi`f11 E l 99�-4�? � '- ' - 1 Tabulated uplift tt;►d tallest eerr■extie,ts regaite mrAts atn11! - : .- ." rtaCtlr;>te tftsxttg ,�, an pe•rmitsrd to be ertnitiplinl F.ry 0.92 for ti-stzti eat le> tt+►I hriiihks g - psmgrnph (i,or structural shuttem with -- ' . . �, ! d• �;i' _ -�` - attwrht*d llydav�rc rrvvidctB. Details meet '-+ 2 teen etttilaing rnr,mrt� ® tonst 'uet�on ! • Tafto{at,-d fmmin ls+,dt ttmtarw ar 61Iilding_icct+trd itt lEzpa4ura A, ® perPl(t r�•r",errs�r....a.,r r - M 'lrrnnq dterfccs t be $ - - - - - _ or tlt+rct-4f t h c trcq tr it^4�t1>rta i 4sf Herr Yard ... ..' .. , ss+�, rd 4rt4nh- - -- State C3taltdittg Code. .W"e..m _ _. .,. 4 I . . ,• tDa�A 174 0*4*4- .i FLOOR 1A ' • .• ti _ - , ' ; Z Rs�„e r4'ts l,.aded wwkt 6 • , . N b ,-c. . ,o15T do not.scale this print, use ;'.: z. his ► ttra s?nrxt4d . . I " t t o - _ . .. Y . . ` . f Igure.. dirlerls. .only , .� I.,��.,.�I:r I'�I1�,I, . , 91 sheet nuM r A-� N C�inrl�t ... ! . . - - .11` `' f t -- iH ° °"e"`1&t l let fill,46 tff file number _3042 P . rim ` � W si nd Gr � �'Lg �.,�q - I . . - I�" -. . j�. -