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HomeMy WebLinkAbout28913-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30565 Date: 11/17/04 THIS CERTIFIES that the building NEW DWELLING Location of Property: 13565 MAIN BAYVIEW RD SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 2 Lot 17.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 4, 2002 pursuant to which Building Permit No. 28913-Z dated NOVEMBER 15, 2002 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 EXISTING BUILDING CONVERTED TO A ONE FAMILY DWELLING WITH COVERED FRONT PORCH, BRICK PATIO, ATTACHED TWO CAR GARAGE AND BASEMENT ENTRANCE AS APPLIED FOR. The certificate is issued to RAYMOND JAY & STELLA M AKSCIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0172 11/16/04 ELECTRICAL CERTIFICATE NO. 1193261 10/21/04 PLUMBERS CERTIFICATION DATED 11/16/04 HENRY P SMITH '-"L ) - /'-� ut rize Signature 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. 28913 Z Date NOVEMBER 15, 2002 Permission is hereby granted to: RAYMOND JAY AKSCIN SOUTHOLD,NY 11971 for PARTIAL DEMOLITION OF AN EXISTING BUILDING AND ADDITIONS AND ALTERATIONS TO CREATE A DWELLING WITH ATTATCHED GARAGE, DECKS AND COVERED ENTRY at premises located at 13565 MAIN BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 088 Block 0002 Lot No. 017 . 005 pursuant to application dated NOVEMBER 4 , 2002 and appro the Building Inspector to expire on MAY 04 . Fee $ 1, 572 . 10 Au sized Signa ORIGINAL Rev. 5/8/02 Form No.6 �� V TOWN OF SOUTHOLD etc 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 1 Date. Zl J 7 6 c7 New Construction: Old or Pre-existing Building: (check one) Location of Property: YAt J V ZA- W �pl O U74-60 House No. Street Hamlet Owner or Owners of Property: A tj Z7U Suffolk County Tax Map No 1000, Section Block 2- Lot Subdivision Filed Map. Lot: Permit No. -Z-9913 Date of Permit.(�-IS" 02 Applicant: 601, 'C-47/J Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ cz— ��� Appli an i ature Town Hall, 53095 Main Road o Fax (516) 765-1823 P. O. Box 1 179 ✓O # Telephone (516)765-1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE• It 16 vy Building Permit No. A E 9 13- Owner: Owner: I"ILZ-'-I CA-,V-3 G A) - (pl ase print) Plumber: A w rr f (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ((PlumbXs Signaturel Sworn to before me this jj — day of Notary Public , c��\ \�'\� County BONNIEJ.DOROM Notary Public,Stale Of NOW VA No.01 D06095328,Suffolk Sib Term Expires July 1.10 cP r� WE 100119 MEPE.PLr 0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 SBUREAU OF ELECTRICITY S 5 40 FULTON STREET — NEW YORK, NY 10038 SCERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by S 5 c5 5 SSCHARADIN ELECTRIC RAYMOND J. AKSCINS 5 P.O. BOX 1077, MAIN RD. 13565 MAIN BAYVIEW 5 SCUTCHOGUE, NY 11935, SOUTHOLD, NY 11971 c� 5 Located at 13565 MAIN BAYVIEW SOUTHOLD, NY 11971 5 5 5 5 Application Number: 1193261 Certificate Number: 1193261 S 5 5 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of Cj C electrical devices and wiring, described below, located in/on the premises at: 5 5 S SBasement,First Floor,Second Floor,Attached Garage,Outside,Attic, 5 55 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other S authority having jurisdiction, and found to be in compliance therewith on the 21st Day of October,2004. 5 5 Name OTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 8 0 Smoke S 5 Appliances and Accessories 5 Exhaust Fan 3 0 F.H.P. S 5 Hydro Massage Tub,Residential 1 0 Dish Washer 1 0 1.2 KW 5 Furnace 2 0 Oil 5 5 Disposal 1 0 F.H.P. SOven 1 0 60 Amps CSS 5 Air Conditioner 2 0 18.000 BTU SAir Conditioner 2 0 30.000 BTU 5 5 Air Conditioner 2 0 36.000 BTU 5 Panels 5 5 1 70 6 5 Wiring and Devices 5 Outlet 95 0 Fixture seal 5 Fixture 5 0 Special S5 5 Continued on Next Page 1 of 2 5 S This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5S IBM �P�n�P a ° CP CTCP C nC.I �CPC.I�C.IC�Cn CnC� ❑°❑° 5 - BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS S S 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 c� 5 CERTIFIES THAT S S 5 5 Upon the application of upon premises owned by 5 55 5 SCHARADIN ELECTRIC RAYMOND J.AKSCINSP. c5 5 OCUTC OGUE,NMAINA35. 13565 MAIN SOUTHOLD, YY11971 5 S 55 5 Located at 13565 MAIN BAYVIEW SOUTHOLD, NY 11971 5 5 S Application Number: 1193261 Certificate Number: 1193261 5 S 5 5 5 Section: Block: Lot: Building Permit: BDC: nsl1 5 S 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of C electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Attached Garage,Outside,Attic, �5 SA 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 21st Day of October,2004. 5 5 Name OTY Rate Rating Circuit Type 5 5 Fixture 2 0 Fluorescent 5 5 Fixture 88 0 Incandescent 5 Outlet 202 0 General Purpose S 5 Receptacle 104 0 General Purpose 5 Switch 105 0 General Purpose 5 5 Paddle Fan 2 0 SReceptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer S SDisconnect 6 0 60 amp Air Conditioner SReceptacle 11 0 GFCI 5 Service S S1 Phase 3W Service Rating 400 Amperes 5 15� Service Disconnect: 2 200 cb 5 Meters: I 5 5 S 5 seal 5 5 S 5 S 2 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. 5 5 SITTING RM/BATH/GUEST(FRONT TO BACK) JOIST IS OK AS &aan"a JOIST WITH NOTCHES IN BOTTOM FLANGE SHOWN. NO User. 044:3 :12 PM r:7ooz,zo97a 14"TJI®/Pro(TM)-350 @ 16"' O/C REPAIR REO'D User.4 2/5/2004 4:32:12 PM Page, Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:35' f , 2❑ WIN ,4 '17'9 114" i Prooduct Diagram is Conceptual. LOADS: i Anaysis is fora Joist Member. -------------------------------9y Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead Vertical Loads: I Type Class Live Dead Location Application Comment I 1/4"HIGH NOTCH Untform(psf) Floor(1.00) 40.0 10.0 0 To 35' Replaces LOADS PER FAX ACROSS BOTTOM SUPPORTS: 1 FLANGE Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Dead/Upltft/Total 1 Stud wall 5.50" 4.25" 302/75/0/377 A3:Rim Board 1 Py 1 1/4"x 14"0.8E TJ-Strand Rim BoardO 2 Microllam LVL beam 3.50" 3.50" 676/69/-2001745 B3 None 3 Stud wall 3.50" 3.50" 1066/225/0/1291 B3 None 4 Stud wall 5.50" 4.25" 396/99/0/494 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2"with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,133 LOCATION ANALYSIS: User Location "X"(Horiz)Dimension Comment MOMENT AT NOTCH 1 8-3- CL 3.25"LONG FULL WIDTH 1/4"DEEP NOTCH INTO BOTTOM FLANGE 704 DESIGN/3190 CONTROL OK 2 20'2" CL 3.25"LONG FULL WIDTH 1/4"DEEP NOTCH INTO BOTTOM FLANGE -267 DESIGN/5295 CONTROL OK DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 696 655 1710 Passed(38%) Lt.end Span 3 under Floor ADJACENT span loading Vertical Reaction(Ibs) 1291 1291 2320 Passed(56%) Bearing 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -2025 -2025 6380 Passed(32%) MID Span 3 under Floor ADJACENT span loading Live Load Defl(in) 0.108 0.435 Passed(L/999+) MID Span 3 under Floor ALTERNATE span loading Total Load Defl(in) 0.134 0.870 Passed(L/999+) MID Span 3 under Floor ALTERNATE span loading TJPro 50 30 Passed Span 3 -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -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. -Bradng(Lu):All compression edges(top and bottom)must be braced at 6'3"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 and adjacent 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(2("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:1.75 PROJECT INFORMATION: ROBERT A.KUSERK,,.. - OPERATOR INFORMATION: AKSCIN RESIDENCE PROFESSIONAL, Jim Oliver 13565 MAIN BAYVIEW ROAD :(77300 0 TrusJoist,A Weyerhaeuser Company SOUTHOLD,NY r `, 112E Centre Boulevard \` argon,NJ 08053 'y hone:856596-5555 x :856-985-9806 :xr 1 k Copyright ® 2003 by Trus Joist, a WeyerhaOCAL e a TJI®,TJ-eeam�and Microllam9 are registerk of T �Sois p -�'1 { e-I JoistTMI Pro" and TJ-Pro^' are trademark st. b a`v D:\Documents and Settings\OliverJD\Deskto 's - P. \oA631*'k{i1r� F/ip scin Res-Joist 1-02-02-09.sms ` SITTING RM/BATH/GUEST(FRONT TO BACK) /fir User.4 2WO04 4:32:12 PM ®�� ���%" JOIST WITH NOTCHES IN BOTTOM FLANGE TJ-Beam(TM)B.tOserial u `r!iooi,zoia 14"TJI@/Pr0(TM)-350 @ 16" O/C Page2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 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( HIKE 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 1093 PULASKI STREET RIVERHEAD,NY 11901 ATTN:MIKE HIPP PHONE:631-7273650 FAX :631-727-4180 PROJECT INFORMATION: ROBERT A.KUSERK OPERATOR INFORMATION: AKSCIN RESIDENCE PROFESSIONAL G E Jim Oliver 13585 MAIN BAYVIEW ROAD NY:073009 TrusJo!st,A Weyerhaeuser Company SOUTHOLD,NY 112E Centre Boulevard artton,NJ 08053 hone:8565965555 Flax :856-985-9806 Copyright © 2003 by Trus Joist, a Weyerha us r S i ss jKt TJI®,TJ-BeanO and Microllam®are registe d a ks of T us Joist. 3 F x e-I JoistTM,ProTM and TJ-Pro- are trademar o T ..St. . r D:\Documents and Settings\Olio JD\Deskto \CA C PDF's - R IM\09632-Mike illi�y1 cin Res-Joist 1-02-02-04.sms FOYER JOIST WITH JOIST IS OK AS NOTCH IN BOTTOM FLANGE SHOWN. NO TJ-BeaUser. 045:4 :07 PM `2,20 14"TJI®/Pro(TM)-350 @ 16" o/c REPAIR REO'D User.4 2152004 5:44:07 PM Page, Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20'114" F__ b 17'7 314" • 2-6- Product '6"Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. ------ Primary -----Primary Load Group-Residential-Living Areas(psi):40.0 Live at 100%duration,12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment I 1/4"HIGH NOTCH Untform(psf) Floor(1.00) 40.0 10.0 0 To 20'13/4" Replaces LOADS PER FAX ACROSS BOTTOM SUPPORTS: 1 FLANGE Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/DeadlUplffUTotal 1 Stud wall 5.50" 4.25" 4771116/0/593 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Microllam LVL beam 3.50" 3.50" 6091152/0/761 E1:Blocking 1 Ply 14"TJI&Pro(TM}350 -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 3 12".Intermediate supports,3 12"with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,E1:Blocking LOCATION ANALYSIS: user Location 'x'(Horiz.)Dimension Comment MOMENT AT NOTCH 1 8' CL 3.25"LONG FULL WIDTH 1/4"DEEP NOTCH INTO BOTTOM FLANGE 2394 DESIGN/3190 CONTROL OK DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -584 563 1710 Passed(33%) Lt.end Span 1 under Floor ALTERNATE span loading Vertical Reaction(Ibs) 568 568 1615 Passed(35%) Bearing 1 under Floor ALTERNATE span loading Moment(Ft-Lbs) 2421 2421 6380 Passed(38%) MID Span 1 under Floor ALTERNATE span loading Live Load Dell(in) 0.179 0.428 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Deli(in) 0.221 0.856 Passed(0930) MID Span 1 under Floor ALTERNATE span loading TJPro 47 30 Passed Span 1 -Deflection Criteria:STANDARD(LL:U480,TL:U240).Additional checks follow. -Right Overhang:(LL:0.200",TL:2U240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 19/32"Panels(2("Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 5'9"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 beams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1.75 PROJECT INFORMATION: ROBERT A.KUSERK OPERATOR INFORMATION: AKSCIN RESIDENCE PROFESSIONAL E G Jim Oliver 13565 MAIN BAYVIEW ROAD NY:073009 TrusJoist,A Weyerhaeuser Company SOUTHOLD,NY 172E Centre Boulevard IWilton,NJ 08053 a:85t3 596 5555 1< g :856985-9806 ;r Copyright © 2003 by Trus Joist, a Weyerhaeu r us' a !nj' TJI®,TJ-Beams and Microllam'9 are registered tr e k of 3 Joist. e-I Joist'",Pro"' and TJ-Pro- are trademarks f us o St. D:\Documents and Settings\OliverJD\Desktop\ LC PD 's - PR IN\09632-WAe r[dFS1P n Res-Joist 2-02-02-09.5ms ���Bu� FOYER JOIST WITH ®� NOTCH IN BOTTOM FLANGE TJ-Beem(TM)6.' 2a User.4 2/52004 5:44:08 PM 14"TJI®IPro(TM)-350 @ 16" O/C Paget EngineVersion:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Tris 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 1093 PULASKI STREET RIVERHEAD,NY 11901 ATTN:MIKE HIPP PHONE:631-727-3650 FAX :631-727-4180 PROJECT INFORMATION: ROBERT A.K142ERK,':+ „` OPERATOR INFORMATION: AKSCIN RESIDENCE PROFESSIONAL,- Jim Oliver 13565 MAIN BAYVIEW ROAD NY:07300 --�rusJoist,A Weyerhaeuser Company SOUTHOLD,NY x , 12E Centre Boulevard rRon,NJ 08053 one:856596-5555 i4x :856-985-9806 f! Copyright m 2003 by Trus Joist, a Weyerha use Bus ns 4 t TJI®,TJ-Beam9 and Microllam®are register d t de r of s q}_st e-I Joist^',ProTM and TJ-Pro"' axe trademark of rus J at. D:\Documents and Settings\01iverJD\Deskt \CAL P 's - PRELIM 096324-tl fce Hipp-Akscin Res-Joist 2-02-02-04.sms DINING/KITCHEN JOIST WITH JOIST IS OK AS NOTCHES IN BOTTOM FLANGE SHOWN. NO A�(kya6� xusec&canes TJ-Beam(TM)6.tOSerial Num r.70021 20874 14"TJI6/Pro(TM)-350 @ 16" o/c REPAIR REO'D User.4 2/5/2004 5:19:50 PM Pagel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:35' Milli! - - 3 - 4 d 13'3 1;4* b 5'51/2" �— :'�, 16'31 td" ` Product Diagram is Conceptual. LOADS: \ Analysis is for a Joist Member. '---------------]`------------ Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,12.0 Dead / Vertical Loads: Type Class Live Dead Location Application Comment I 1/4"HIGH NOTCH Uniform(psf) Floor(1.00) 40.0 10.0 0 To 35' Replaces LOADS PER FAX ACROSS BOTTOM SUPPORTS: 1 FLANGE Input Bearing Vertical Reactions(Ibs) Detail Other \ Width Length Live/Dead/Upliftrrotal 1 Stud wall 5.50" 4.25" 317/78/0/395 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® 2 Stud wall 3.50" 3.50" 721/109/-23/830 83 None 3 Stud wall 3.50" 3.50" 920/187/0/1107 B3 None 4 Stud wall 5.50" 4.25" 370192/0/462 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -CAUTION:Required bearing length(s)exceed the minimum shown in the TJ Builder's guide for single family residential applications. Limits:End supports, 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,133 LOCATION ANALYSIS: MOMENT AT NOTCH User Location "X"(Horiz)Dimension Comment 1 8' CL 3.25"LONG FULL WIDTH 3/8"DEEP NOTCH INTO BOTTOM FLANGE 885 DESIGN/3190 CONTROL OK 2 16' CL 3.25"LONG FULL WIDTH 1/4"DEEP NOTCH INTO BOTTOM FLANGE -1075 DESIGN/5295 CONTROL QK 3 23'9" CL 3.25"LONG FULL WIDTH 1/4"DEEP NOTCH INTO BOTTOM FLANGE 806 DESIGN/3190 CONTROL OK 4 31'11" CL 3.25"LONG FULL WIDTH 1/4"DEEP NOTCH INTO BOTTOM FLANGE 938 DESIGN/3190 CONTROL OK DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 632 593 1710 Passed(35%) U.end Span 3 under Floor ADJACENT span loading Vertical Reaction(Ibs) 1107 1107 2320 Passed(48%) Bearing 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -1627 -1627 6380 Passed(26%) MID Span 3 under Floor ADJACENT span loading Live Load Defl(in) 0.082 0.397 Passed(U999+) MID Span 3 under Floor ALTERNATE span loading Total Load Dell(in) 0.102 0.795 Passed(L/999+) MID Span 3 under Floor ALTERNATE span loading TJPro 54 30 Passed Span 3 -Deflection Criteria:STANDARD(LL:U480,TL:L/240). -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. -Braang(Lu):All compression edges(top and bottom)must be braced at T 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 altemate and adjacent member pattern loading. rr S PROJECT INFORMATION: ROBERT A.KU$,E r0 ° OPERATOR INFORMATION: AKSCIN RESIDENCE ? Jim Oliver PROFESSIO );N� R 13565 MAIN BAYVIEW ROAD ;, TrusJoist,A Weyerhaeuser Company SOUTHOLD,NY IN 073009 Y 112E Centre Boulevard Marlton,NJ 08053 xW Phone:856-596-5555 Fax :856-985-9806 Copyright ©2003 by Trus Joist, a Weyerh use Bu e TJI®and TJ-Bearn&are registered trade— ks o Tr s ist. ,.„,_... e-I Joist'",ProTM and TJ-Pro- are trademar s of ru Joist. D:\Documents and Settings\o1iverJD\Deskt \CAL P F's - PRELI \09632-Mike Hipp-Akscin Res-Joist 3-02-02-04.sms u DINING/KITCHEN JOIST WITH Bum NOTCHES IN BOTTOM FLANGE A TJ-Beam(TM)6.10 Serial Num r:7002120874 14"TJI®/Pro(TM)-350 t@ 16" O/C User.4 2/52004 5:19:50 PM Paget Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 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:1.75 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( YIKE 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 ONLYI 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 1093 PULASKI STREET RIVERHEAD,NY 11901 ATTN:MIKE HIPP PHONE:631-7275650 FAX :631-7274180 PROJECT INFORMATION: ROBERT A.KUSERK OPERATOR INFORMATION: AKSCIN RESIDENCE PROFESSIONAL ENG E Jim Oliver 13585 MAIN BAYVIEW ROAD NY:073009 TrusJoist,A Weyerhaeuser Company SOUTHOLD,NY 112E Centre Boulevard Marlton,NJ 08053 Fj ,K Phone:856596-5555 Fax :856-985-9606 i., Copyright O 2003 by Trus Joist, a Wey a er B in TJI® and TJ-Beam® are registered trade rks of T s oiat, r e-I Joist-,Pro- and TJ-ProTM are tradem ks f Tr ist. - - D:\Documents and Settings\Q1iverJD\Des p\ LC D 's - PRELI \09632-Mike Hipp-Akscin Res-Joist 3-02-02-09.sms f a. Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:\\Craig\shared\Energy Code Calculations\AKSCIN.cck TITLE:AKSCIN RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/25/02 DATE OF PLANS: 10-26-99 PROJECT INFORMATION: AKSCIN RESIDENCE SOUTHOLD,NY. 11971 COMPANY INFORMATION: EAST END DRAFTING&DESIGN 5130 MAIN BAYVIEW RD. SOUTHOLD,NY. 11971 NOTES: ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR EQUAL COMPLIANCE:Passes Maximum UA=609 Your Horne=582 4.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R Value U-Fackr UA Ceiling 2:Cathedral Ceiling(no attic) 970 30.0 0.0 33 Ceiling 3:Flat Ceiling or Scissor Truss 1431 30.0 0.0 50 Wall 1:Wood Frame, 16"o.c. 3329 19.0 0.0 152 Window 1:Wood Frame,Double Pane with Low E 16 0330 5 Window 2:Wood Frame,Double Pane with Low-E 445 0.340 151 Wm4ow 3:Wood Frame,Double Pane with Low-E 16 0.330 5 Window 4:Wood Frame,Double Pane with Low-E 57 0.330 19 Door 1:Olass 190 0.330 63 Door 2:Glass 53 0.400 21 Door 3:Solid 21 0.400 8 Floor l:All-Wood Joist/Truss,Over Unconditioned Space 2281 30.0 0.0 75 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,they are attesting that to the best of his/her knowledge,belief;and rofessional judgment,such plans or specifications are in compliance with this Code. Builder/DesignerDate '�'w� OL � r MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/25/02 TITLE:AKSCIN RESIDENCE Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 2: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: [ ] 2. Ceiling 3: Flat Ceiling or Scissor Truss,R-30.0 cavity in 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 with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 2. Window 2:Wood Frame,Double Pane with Low-E,U factor:0.340 For windows without labeled U factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes j ]No Comments: [ ] I 3. Window 3:Wood Frame,Double Pane with Low-E,U factor:0.330 For windows without labeled U factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes j ]No J Comments: j l I 4. Window 4:Wood Frame,Double Pane with Low-E,U factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ 1 Yes[ ]No Comments: Doors: j ] I 1. Door 1:Glass,U factor:0.330 #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: [ j 2. Door 2:Glass,U factor:0.400 #Panes Frame Type Thermal Break?[ )Yes j ]No I Comments: [ ] 3. Door 3:Solid,U factor:0.400 I Comments: I Floors: [ j ) 1. Flom 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly i with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment muss:be installed in accordancewith the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ j I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ j I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I 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. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Dud tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on duds I operating at less than 2 in.w.g.(500 Pa). [ ] I Duds shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. i Electric Systems: I l l Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] ( Fireplaces must be installed with tight fitting noxi-combustible fireplace doors. [ j I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I Service Water Heating. [ j I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I 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. I i Circulating Hot Water Systems: [ j ( Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ j I All heated swimming pools must have an on/offbeater switch and require a cover unless over 20% ofthe heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: ( ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inch_es.by Pipe Sizes Heated Water Non-Circulating Run outs Circulating Mains and Runouts Temperature(F) Unto 1 It Up to 1.25" 1.5"to 2.0" Over 2" 170480 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: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp Insulat-iw.j. iclmess in Inches by Pipe Sizes Piping System Tvnes Range(F) 2"nouts 1"and Less 1.25"to 2" .5"to 4" Heating Systems Low PressureJTemperature 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) BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: II /4,g APPLICANT: DATE SUBMITTED: /4/a SCTM#DISTRICT: 1,000, SECTION: , BLOCK: oa , LOT: STREET ADDRESS: ITY: ' SUBDIVISION: PROJECT DESCRIPTION: Q ESTIMATED PROJECT COST: ARCHITECT - FAST TRACK? SINGLE & SEPARATE CERTIFICATION-REQUIRED? NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after E� ZONING DISTRICT: A CONFORMING? REQ. LOT SIZE: 6VACT. LOT SIZE: 0 REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR___PROP. REAR RE I HT PROP. HEIGHT WATER FRO ? �� DESCRIPTION: PANEL #: FLOOD ZONE: , APPROVALS REQUIRED SUFFOLK COUNTY HE�DEPT46or NO, (BED ft DTE; /; PERMIT#:RIO-62 _()1"ZTOWN SEPTIC RECEIP 1�:1Y/or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O /O!> SOUTHOLD TOWN TRUSTEES: YES or i-o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YE NYS ENERGY. OR NO : 7 EGRESS(18 H ' .?4 sq total) VENT(SQ. FT.x 4%) LIGHT(SQ. FT. x 80 o) BUILDING PERMITSOPEN D: BP -Z/C/O Z- , HAVE PRE CO'S : Y OR BP -Z/C/o Z- , NOTES: If op FEE age- STRUCTURR FOUNDATION: _R,Ogg' SF FIRST FLOOR: SF SECOND FLOG SF �r�rD OTHER: SF INIT OTHER TOTAL q?- TOTAL: SF FEE FEE FEE =$ 4/C1�1�2. SF)-( , SF)= _SF X$ '`' _$t ry +$ a +$ _ Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release 1 c Data filename:\\Craig\shared\Energy Code Calculations\AKSC1N.cck TITLE:AKSCIN RESIDENCE COUNTY:Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/25/02 DATE OF PLANS: 10-26-99 PROJECT INFORMATION: AKSCIN RESIDENCE SOUTHOLD,NY. 11971 COMPANY INFORMATION: EAST END DRAFTING&DESIGN 5130 MAIN BAYVIEW RD. SOUTHOLD,NY. 11971 NOTES: ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR EQUAL COMPLIANCE:Passes Maximum UA=609 Your Home=582 4.4%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R Value R-Value U Factor UA Ceiling 2:Cathedral Ceiling(no attic) 970 30.0 0.0 33 Ceiling 3:Flat Ceiling or Scissor Truss 1431 30.0 0.0 50 Wall 1:Wood Frame, 16"o.c. 3329 19.0 0.0 152 Window 1:Wood Frame,Double Pane with Low-E 16 0.330 5 Window 2:Wood Frame,Double Pane with Low E 445 0.340 151 Window 3:Wood Frame,Double Pane with Low E 16 0.330 5 Window 4:Wood Frame,Double Pane with Low-E 57 0.330 19 Door 1:Glass 190 0.330 63 4k Door 2:Glass 53 0.400 21 Door 3:Solid 21 0.400 8 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 2281 30.0 0.0 75 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,they are attesting that to the best of his/her knowledge,belief,and rofessional judgment,such plans or specifications are in compliance with this Code. Builder/Desi erLI gn Date �- t D�-Z.-10' _ g% br X C Ic ARS ST1►1t� MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE: 10/25/02 TITLE:AKSCIN RESIDENCE Bldg. I fit• I Use I I Ceilings: [ ) I 1. Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: [ ] I 2. Ceiling 3:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation I Comments: Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ J 1. Window 1: Wood Frame,Double Pane with Low-E,U facto:0.330 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ )Yes[ J No Comments: [ ] I 2. Window 2: Wood Frame,Double Pane with Low-E,U-fictor:0.340 For windows without labeled U factors,describe features: I #Panes Frame Type Thermal Break?( )Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame,Double Pane with Low-E,U-facto:0.330 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?( ]Yes[ ]No Comments: [ ] I 4. Window 4:Wood Frame,Double Pane with Low-E,U facto:0.330 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ J No Comments: Doors: f ] I 1. Door 1:Glass,U facto:0.330 I #Panes Frame Type Thermal Break?[ ]Yes[ )No Comments: [ ] I 2. Doo 2:Glass,U-factor:0.400 I #Panes Frame Type Thermal Break?[ j Yes[ ]No Comments: [ ] i 3. Doo 3:Solid,U ficto:0.400 Comments: I I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ j I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: ( ] MatwWs and equipment must be installed in accordance with the manufacturer's installation instructions. [ j ( Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ) I Insulation R-values and glazing U fadors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ( j I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply duds in unconditioned spaces must be insulated to R-8. [ ] I Return duds in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: [ ) I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ j I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] j Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ J I 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 I 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. i Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I 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. i Circulating Hot Water Systems: ( ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ l I 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. w Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inc}tes by Pipe Sizes Heated Water Non-Circulating Run outs Circulating Mains and Ryraouts_ Temperature(F) Up to 1 to UR 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: Ml imam Insulation Thickness for HVAC Pipes. Fluid Temp. insulation_1�cicdaiess in Inches by Pipe Sizes Piping System Types Range 2"kiii 1"and Less 1.25"to 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) M-1802 BUILDING DEPT. ,INSPECTION [ 140UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: _ I ti DATE n INSPECTOR saLniNc DE". INSPECTION,,, [ ] FOUND ON IST [ ] UGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ RAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY R ARKS /� '�� � 2'z'e-- -lea DATE IN8PECT0 1 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ �"MING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: =-�_- r DATE INSPECTOR �' 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION IST [ ] R PLBG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLAC & IMNEY [ ] FIRE SAFETY INSPECTION REMARK DATE �" � � INSPECTO 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ �NSULAT(O:N::�: �.�� [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE C � � INSPECTO '� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING [ FINAL [ ] FIREPLACFl,BCHIMNEY [ ] FIRE SAFETY INSPECTION R MARKS: DATE e o INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN A [ ] FRAMING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION REMARKS: d Z&zr�4 IF I 12 DATE / � � INSPECTOR l I Di Ing1 1 1 1 IM FOUNDATION(IST) FWA e FOUN 1 1 wo • • ,PLUMBING n 1 i STATE ENERGY , 1 �. l ilvt L BUILDING PERMIT APPLICATION CHECKLIST BUILDLNG-DIEPARTMENT Do you have or need the fold jrig,tefore applying'? TOWN HALL Board of Health r SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. Check -J► 3SX? -g/Sd,6D Septic Form N.Y.S.D.E.C._ / 5 Z. Trustees Examined / 20 Contact: Approved 0 Mail to: Disapproved a/c r. Phone: ale 4 2D S 1 B- .., .ng nsp Tr , "' n APPLICATION FOR BUILDING PERMIT D Date /0/30 , 2002- INSTRUCTIONS 2002.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 shal! 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 a Certificate of Occupancy is issued by the Building Inspector. 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,h ing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signatureof ica t name, if a corporation) /S00 �mg- San I 'Zt (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O 4w►N EPS c Name of owner of premises Moog. STaLL 4 M. AkCSr-r 9 (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. N Plumbers License No. NN Electricians License No. �( Othcr Trade's License No, iA y 1 . Location of land on which proosed work will be done: 13516- I`�IAltg ipwylew rva House Number Street Hamlet County Tax Map No. 1000 Section 8$ Block Lot No 17,5 Subdivision R&yMo1Atj W AN® Srpi (• S (Name) " State existing use and occupancy of premises and intendeuse and occupancy of proposed constructiort: a. Existing use end occupancy NRA 1 5�A6 P I b. Intended use and occupancy, IkE51 EN•LI✓ 1 yZ STbP,Y l FA 1' 10 Nature of work (check which applicable): New Building Addition ✓ Alteration 1� Repair Removal Demolition Other Work (Description) Estimated Cost �ZSZ�006 Fee (to be paid on filing this application) If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. � u Dimensions of existing structures, if any: Front i000L 4/a Rear 60��/ Depth Height Ad To Rt>bF. Number of Stories L Dimensions of same structure with alterations or additions: Front °? -`It�2� Rear 73!-47-�� Depth 75 Height 2To ►KmE Number of StoriesIf2. Dimensions of entire' new construction: Front �-4�1..• ear 73`` ' _Depth �51 Height �'7-IdS/7►'t Number of Stories 1 Size of lot: Front 350,63 —Rear---36L 71 Depth 416, °l9 ). Date of Purchase d q9s Name of Former Owner [1AVIVOPI® _AKSC,i KI ` Zone or use district in which premises are situated '. Does proposed construction violate any zoning law, ordinance or regulation: No Will lot be re-graded NO Will excess fill be removed from premises: YES LOV A&Y MAsk BAIfVkr-VJ 1?a Names of Owner of premises .... lAddress NYS 11171 Phone No. Name of�$et � FTii.16 b Stf�Pt Address o"�gli�ssAa, cum Phone No al -IW-1867— Name of Contractor r Address Phone No. As this property within 100 feet of a tidal wetland? *YES X NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 'ATE OF NEW YORK) SS: )LINTY OF ) A v PN being duly sworn, deposes and says that (s)he is the applicant (Na4 of individual sigiing contract) above named, ,He is the n W t1i-q� (Contractor, Agent, Corporate Officer, etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to snake and file this application: t all statements contained in this application are true to the best of his knowledge and belief; and that the work will be -formed in the manner set forth in the application filed therewith. orn to before me this 36 of 200 D, ro Public Signa re f A plicant JOYCE M.WILKINS Notary public,State of New York No.4952246,Suffolk County T®rm Expires June I a403 . T , %fff ry SUF , LK COUNTY s ,. 2002 SEP -5rOVIN OF SOUrVOLD 'i � • x,�t:.i'T &.f i� C'i�it I14�+"� n �I{,E }' / r T YORK OFF I E 1004--88--02- P/0 17 . S e JULY 8, am AtllS 91 200 ►p. garage , additional �1,- I •.,, 411 svFFoLrc cnu>`nry ,���' ,.� DEPARIWI-NT OF HEALTH SERVICES ' -� Jrc so 7f" /� \ 60 — PERMT# :-y3R OF C0F:^7 UCT10N FORA SINGLE FAIELY R=IDENCE ONLY jy t.w 2� us AM4WVEC. FOR MAXIMIUM OF.�. OOM3 . ► ',r ����" % f �i'� / �C►'�� , _ QtPi11tES TNitI:E YEARS FRoIN4 DATE or AppRovAt, 111 Ile- 1i U a- w wl Iam famttlar with the STANDARDS FOR APPRDVAL drO NEW AND C#�TRUCTIOM,.13F SUBSURFACE SEWAGE �+,� ��,0� y0,� 01,0GS-Al,. '�SY TE"S )&flR SINGLE FAMILY RESIDENCES w4t � i y the conditions set forth therein and LOT NUMBERS REAR TQ W=. l� � Y,S, LIC. N0. 49618 p r it to construct, SUADIVIS PLAN FOR R* ,D AREA= '11 $43565 AR E�4 $3563 ACRES CV p.,C, JAY AKS " t < �) r, � � FAX.(63I) 765-1797 11"e toc~. , Qf welts and cesspooi# shown hereon are ANY ALTERA 4"ITION TO TN)$ UNVEr Is A VIIXATMY 01014 tips*rvations and or *tA obtained from others. Cr crtaN Tas' NEW rade $1741t COWATION LAi✓. , ( n; EW T 4.1 Uff— tV U N' Z ALl TJr1CATitW nN AM nv fts MW � T a� tr '` T f E T sA ►Mi► dt MW rw r ssEu s9 w. vEr�a --*- lT" LINES TAKEN FROM Ti3Pi'3G '�Ic MAP FIVE EASTERN TOWNS , s s ��ar � � lI'971 SCDHS Rei.# RIO-02-0/ 72 SURVEY OF PROPERTY A�q A T BA YVIE W TOWN OF S O UTHOLD s ' °56. �--`--_. ja` 3 SUFFOLK COUNTY, NEW YORK 1000-88-02— P/0 17 i S SCALE: 1 `60' , ' o-�N d['LY 8. 2002 A"P . 9, 2002 (prof. A JG. 28, 003 tK� tt 186ZB, p�'�� "Q Oct. 2:5, 2004 IYinal; _ Nov. 3, 2004 (REVISIONS) '\ Nov, 8 2004 (certifications) � �A\ 4�� CER TIFJED TO, L SUZANNE SULLIVAN FRASER �, P C' LAWYERS TITLE INSURANCE CORP, � '�° �r'a�a' '�� ; a.. AMERICAN HOME MORTGAGE ti DEPARTMENT OK, SUFFOLK COUN"y FOR r a <x� f ��, �s 2 Y APPRO rC , tL�" aaY Q •� I° st°'^ ° x A SINGLE, � ©2 Ot 7;k IY O Y 20U S; ,�'€'a rt i1tv1S i^s 4!!� been %, /�A ` '�: ��' L Y L Y r, r3eld i„rte v c e sv %1 4 c�:t3nd W r(,� / A'V V V ��S ! L �C aspcSy (� s`�':It�tr� 3e: C't:)a°'. '�, a �' j 1l► �J j8 Y Y _ Q r certrjl A Vya6tr te07 a: t r Lice of v-f a;tsyiew, N 6.�� �c•�`j rQ/`j� O0• l� Y Y Y y "t 16 4� 6'g�p �► �/�' �! _ '` E OF NEW 2 fCO ME /0, NO Y ti N I am �:am oa w,th, +'rye , -ANDARD 7 r CiP HPPP J' ��,�A� � 4+0 � I✓q��ypy� F����a sic AND CONS TPLC TI❑N EIF ` 1 j iRFACE St w ri E �j DISP❑SAL SYSTEM'S' r-OP SINGE FAMILY RESIDENCE and wilt abidri e y -the,h _or^diticr)s set rr forth thereir aryl 4b.4b. At on the permit to construct. 10T NUMBERS REFER 7`D "Y11NDR SUBDIVISIDN PLANFOR RAYMOND AREA=3,3565 ACRES fIECDNIO VEYDRS JAY AKSCIN' �� �n A/,0 r 7 T he i0cotion of welts and cesspools Shown hereon, are ANY ALTCRATIJN JP ADDI'ION TD THIS S�rPVEr IS A VIDLATIDN �_ 1 7 7�_.� 31 7� y, from fiei-d observations and or luta obtained from others DF SECTION 7209 DF THE NEw ✓DRK STATE EDOC4fION LAw F D BDX EXCEPT AS PER SECTID�i 7209--SIBDIVISiDN 2 ALL 1 EPTIFICATIONST TREE HEREON ARE VALID FOR THIS MAP AND CJF'IES 'HEREDF ONL r IF �� ,RA V t�� n / fl CONTOUR LINES TAKEN FROM TOPOGRAPHIC MAP FIVE EASTERN TOWNS WHOSE MAP OR cDPIES BEAP THE IMPRESSI-D SEAL OF THE SLiAvEYOR SD��THDLD v 02 - 219 2^ Y, 11971 2 7 l9 WHOSE SIGNATURE APPEARS HEREON 3 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 10/30/02 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Total Paid: $10.00 Name: Akscin, Raymond Jay 1800 Cedar Beach Road Southold, NY 11971 Clerk ID: BONNIED Intemal ID:63849 ENGINEER'S SFIL I a ry b /u NS !�4• • � W DINING ROOM \ / m Z m m N ^ F1 NOTE: MATCH MAIN GABLE FASCIA SOFFIT \/ ) (2) 1-3//44' 9-1/2_ LVL- m� FRIEZE HEIGHTS & SIZES (TYPICAL) x 0 r N LU LLI 3 1F-3/ FRIEZE 14" LVt. r ' Z �nu SM SM =.v ro n u TW 2856 TW 2856 TW 2856 m 0 MATCH EXISTING SUB—FLOOR 0 i7 m HEIGHT — BUILD UP SUB—FLOOR I o-11 ' Stu N S/D AS REQUIRED. ui �P m 11 o A 52� --5'-4 -4' 2 Q r. RIDGE VENT r 3 m -Tri:x Ie FF 2x10 RIDGE I 12 Evt .mLff to m,o �14 REVERSE GABLE PITCH {� v DETAIL (SEE PORCH GIRDER DETA L) U O 1� v i 2 -7 ' 5�' TW 2842 X40 YR. ARCHITECTURAL GRADE ROOF SHINGLE �R-19 INSULATION 15)/ FELT 1/2" COX EXT. ROOF SHEATHING I FIRST FLOOR WINDOWS o 2zB-16" oc RAFTERS ARE TO BE SET o NEW AT 8'-0" AFF w x10 L FIRE-RATED DOOR AND ASSELY ¢ WITH SELF CLOSING 1OI x HURRICANE CLIP STORAGE AREA HINGES. ONBWALLS AND CDEIL NG OF CK 0 STAIRWELL AS PER N.Y.S. CODE I NEW o " Flo STAIRS —B" FASCIA O_Oc o ❑ 5/8' COX R-13 INSULATION ¢ SUB FLOOR 12" VENTED SOFFIT m C27 2x10 FLUSH BEAM4x4 -19 INSULATION SEE SOFFIT / FASCIA DETAIL Of Of POST 0 Jw NEW v 2 1-3 4" x 11-7 8" 2z 10-16" oc - - o0 00 NEW PLATFORM LVL HEADER / 2z10-16" oc ¢ z� (3) 2x10 FLUSH BEAM STAIRS (3) 1-3/4" x 16" LVL GIRDER NEW STAIR AND STAIRWELL U 0 o ADDED. AMENDED PIANS I o - m w/ (1) 2z8 LEDGER EACH SID - x 4z4 DATED 11-01-04 ro POST PROVIDE FIRE BLOCKING IN 5/B" FIRE-RATED SHEETROCK z �9 W N ALL WALLS OVER B-0" ON WALLS AND CEILING AS 18" #2 RED CEDAR SHINGLES 6" EXPOSURE Of I s_ AS PER N.Y.S. CODE G-PER N.Y.S. CODE �J 3 RAGE --R-13 INSULATION o E 15g FELT U is n 71 0j 1/2" CDX SHEATHING o o ro r r ^ 2x4-16" oc D o n 2x4 SHOE I /(( )l1 ----- 2x6 CCA SILL a Voll -I SLAB x6 TERMITE SHIELD / SILL SEAL w GRADE ------------- 1/2" X 12" ANCHOR BOLTS E,y C�7 P __---_ 0 MAX. 8-0" O. C. W Q u zo 3h' 3 ' " P. C. FOUNDATION WALL o3 2x4 KEY WAY TW 2842 TW 2842 - 16" x 8" CONCRETE FOOTING 3'-D" BELOW FINAL GRADE. (TYP.) PMECT No- CONCRETE APRON IS INSURE ALL FOOTINGS 696-99 '-5' 13'-B' + 5'-5' TO BE POURED AT THE SAME TIME BEAR ON UNDISTURBED DRAM BY: AS GARAGE SLAB AND ALL FLAT SOIL 2-4WORK IS DONE. CMA CHECNEO 6Y: 5(:V£ AMENDED CROSS SECTION E '/4 - 1 -° AMENDED GARAGE FLOOR PLAN °^ 11-01-04 sum nnE AMENDED GARAGE © FLOOR COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. PLAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET xo: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to hunk!without the authorization Of local govenung agencies,such m Suffolk County Dept.of Health Semces,Town Budding Deparhnenei,DEC,FEMA,elct Venfy all conditions,codes,and requirements wiW such agencies prior to constmetion. 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A11fn�r�w1 A1111 Ini /nl uln` � A/rI�1 A���1��' �I1 �p1 ' ' 1■ •• , : •, 4: _ .. _ ....�, nlunn 141/11 �i11rIA� IrR� tffl_ - _ A _ + f 1 1 + 1 1 r 1 MARVIN • VERIFY ALL- - s DIMENSIONS AND _. .. - -- --� i ■■■ I I ■■■ _-`- °� ■■■ III, ■■■ ,. ., i ■.. ■.. ' ■■■ 1�1 ■■■ ■■■ : - - 111 111 SII 11� ' �l� ■■■ ■■■ i, ■■■ 111 ■■■ ■■■ 111 111 111 111 111 111 U 111 111ELEVATIOW GENERAL 111 'I it 111 111 111 111 111 iii iii 111 111 1 111 111 111 111 _ 111 111 111 .. NOTES .e L Y e _ o-e " � t • i w � uwtpCerwi•: o�.A.s�na::�orw•■ka1 i ;< cA.79a�.wrr•.r�i1 Al yF �y\ tf A=sA nw�aN °u� r�Al ,uIim RnrAscs Estrbrw•q. 2,Ss1 .a53 +289 R-19>.gt.tlm 752 33 1l4 Andw•pHP(ar•gmq no«. r01 a 3q wowranoao Ca "aw Wl A83 +21 R39h Ado . ' Ca lus(Caft") 979 A33 +15 R 30 bmdwm solow NA FFfT 1"il O Pbw 2326 .933 -36 - R30koobtlen POWWWWWM NA Shbi www NAFFF FH z FM ® TOTA14 +177 . Q J >b�elapo97wmrloon* Il 47815.2 0 El HVACSP%ftWlDmW ml 40813.11 1r VAC 87Mr b aM mgotrmwh at 7815,12 V4%Syikw•bmW96Wkm we471x15.13 VwoSwlam3Y*=W=*ft4 hboww47864.14 O ImoYtloo 4Y(pi�87�bw•bvl00twgokommw 47814,15 8wvk•WOW 864*98ywmAXq*w lQmwt 09731521 (10 HMckkal4i. okmibmowmgnhwnrin 4781531 V/' To dr b W of my mowJ@4M b•84,nodp:WW JNdyom4 RIGHT ELEVATION dbw9kaom•luowopitd wiB19e•ode. slyw � Q qi a � � ° r"1 m x ' El FEll NOTE: VERIFY ALL DIMENSIONS AND CONDITIONS P°O.IECT N0: 696-99 WA"N W1C M A ITE CNECItED Bf. WE. 10-26-99 Im 6 F 1/4' = 1'-0• SHEEN me ELEVATIONS ENERGY CALCULATIONS SNElT NO © COPYROWT BAST END ORAFT1 M 6 DESIGN 4M R 'SWAMW A LEFT ELEVATIONALL of d R WR RAW ANDRE ROTECiEU PLAW WY WT , WFd" N AIJUJO+"TM, IT " _, T -- "_ ,I z- a . - _ - - " a sl = 'I 16 RCD"�A FOOTING 1R I' GRADE-0 9ELOW flN11L p I I o I 77% / I VERIFY TOP OF FOUNDATION r I I 2 PC. LAB' I w�/�f �// �J ___ I r-W-------'I /�!'I l/j% (' r^ NEW RAW1CPA - � ' J HEIGHT MATCH EXISTING I ' r------------ a�` 2-PC_$LAB__J , Ft110R HEIGHT _ ___ _________._J I I _---- __----_ --_____---_, I I 1 1 I I - I I'- ---- --------`--L LIN E. - ---_ (,fig C _ - -�----- --- _i r ------ ------- I NACE TO BE RAISED A 164VESF' f IL"-- 12 CONCRETE BLOCK FOUNDATION I OF 18 AFF AS PER I DIRDE ACCESS I ';1 72" CONCRETE BLOCK FOUNDATION 1 I ON 24 �x BE CONCRETE RADE) G I � 'T0 NEW CRAWL i 'STATE FlRE,CODE ,__-____-I I SPACE I 1 02 24" x E 2" CONCRETE FOOTING I 1 NOTE. I (MIN 3-0" BELOW FINAL GRADE) I - ) I I (MIN 3-0" BELOW FINAL GRADE) _ J I PROVIDE AREA WA AT /�,, , ;'i/' •'!/ / / / %"/,,, ,/;/ I I I I Imo,, BASEMENT WINDOWS 1 L _J-------------------L--__J L__J Nam l I 1 NEW NQTE' T NEW I I NDTL REPLACE EXISTING WINDOWS \ I L EXISTING PROVIDE 5/8' TYPE, "%" L 4" POURED CONCRETE SLAB 1 1 0." POURED CONCRETE SLAB o' I / REPLACE EXISTING WINDOWS WITH NEW VINYL UNITS I I 7 TAP % 16" CONCRETE PIER BASE GYPSUM ON ALL CEILINGS AS 7 1 N WITH NEW VINYL UNITS, 1 .I 7C 1TAPERED TO Ltl" A7 THE TOP PER NWS, FIRE CODE. gg 1C 1 I I O T-4' >'-112' Z'-11 T-1}�' '-11�' T-1176 7"'81. . 1 6'-8" I j I 1 +:% EX, Q GIRDER I// EAI 170NCIRQER� %.10 GIRDER ! '1 4) 10 GIRDER /i!�T 4 2 X 10 I QER r/�/ ;'1 (4 2XX T10 GIRDER I 1 --c I� �• 1 7 r / � r G _2 X EXISTING / FX STING T /, E%ISTINC //• I L FLITCH ,s I p/ / i EXISTIN /i I/f• ___-._-_ _____ 1 x2 % 10 IRDS e.�.J/a2 8E 513TERED WIWi, - r' .j'f,% TO DEsIs1ER�ED w/ J �'� �`�., Z V / i L, N! W 1/4" STL e'✓' J.C/✓'.r �'U�G (2) BE 1/4" STL I V1 �L ! BOLTED E (THRU \ W '- DIA. STEEL X V-6- FLITQFI PULES, 0) CYP ALL CEILINGS I S% r_,__..._____ __________ _ ___ __ ___ _ _ __ ____ J D TCH PLATES, (1) E EACH EACH SIDE (THRU Ian„ ( o ON 2'-6" X 2'-6" % t'-6" CONC. FTG, NOTE: I BOLTED WITH 1/2' o EXISTING 12" CONCRETE BLOCK RETAINING WALL I BOLTS 2'-0" OC.) PROVIDE S/8" TYPE "X" -f oa ,+� I I I BOLTS 2'-0" OC.) - � � SUM ON CE L NGS AS g EXISTING BASEMENT , PER NYS. FIRE CODE. $ �I I NOTE: ' L---- O I -1 ��i (FLOOR TO 8E'RA16EQ G.' o wI /ice I CLOSE IN BASEMENT OPENING _ r , z o TO ALLOW FOR INSTALLATION i0 I 1 0 �_ n TO 10'-0" CEILING HEIGHT) .. ¢1 { yoYE. N e ^ l� DQE OIEB PLVMBING �'I OF 9'-0' X 8'-0" GARAGE o I I + o ,� x I PROVIDE DRYWELL in 'N 6<3) 2 X 10 WITH 2 1 2" o -I I i DOOR. AT BASE OF RAMP ' �`+ •`/ STL. FLITCH PLATE$ THRU x N a O ABOVE. OFFSET ^+ r" �?I ;,'/ 1 FLOOR JOISTS AS '% I ►►�"'ll { BOLTED WITH 1/2" BOLTS o o N W (3) 2 % C WITHPLA 2 3 4" p "I REQUIRED FOR I I I I I - kt � 5n. FLITCH PLATES (THRU iy WASTE LINE o 1 '% (1--- NOTE: FOUNDATION TO BE RAISED ' I x J� N ii. / o �� r N NI ,/i 1 BA ALLOW FOR EXISTING Q ! � C B01-TED WITH 7/$" BOLTS r //rN � yt `-'� 1 BASEMENT FLOOR TO 8E +-rn EXISTING r,+ ryn t••> / r •' EXISTING 2'-0' OQ,) / r'."'w ': . //, , Ir // ^I RAISED 0 11" N v VI m ' n4DIA. _ �_ EXISTING_ /- �/� EXISTING �/i _EXISTING�,�. ) ETA;' ;'',"�.(,' (4) 2 X 10 GIRO€R } TEEL COLUMN / 4) 2 % 14 GIRDER ''� �/ (l 4) ¢ % 10 GIRDER #) 2 % 10 GIRDER r__ ___ ___________ _______________ _ __ .___ _ _ __ / _ EXISTING/�,'/ 2 % iD GIRD I IC%" 4 2 X 10 GIRDER /,•. , TO BE SISTERED W/ � �(2) NEW 1/4" STLFLITCH PLATES (1) I I pENOTES PLUMBMG I ON 2'-6" X 2'-6' X i'-6" CONC. FTG. EACH SIDE (THRU I I ABOVE. OFFSET 4 X 4 POST ----) REPLACE EXISTING WINDOWS I I FLOOR J(NSTS AS o BOLTED WIn1 OC.) I WITH NEW VINYL UNITS ,I I REQUIRED FOR PROVIDE 5/8" TYPE "%" BOLTS-2'-0" OC.) I L / 1 WASTE LINE yII III GYPSUM ON ALL CEILINGS AS NEW 1 PER NYS. FIRE CODE.' -s+ .(•.#-, o' 4' POURED CONCRETE SLAB I , \ I I EXISTING 48" X 16" �) CONCRETE PIER TO BE� I I I 1 Nps I I EXISTING 48" X 16" 1 PROVIDE AREAWALLS A7 I �I CONCRETE PIER TO, BE I I I I I I I BASEMENT WINDOWS I I REMOVED I P NOTE: I /D I I I I PROVIDE ACCESS TO I VERIFY TOP OF FOUNDATION I L_ _ __________._____- _ L_ _ . J c L- ------------ -- -J L.--._---". __._._.__- _ _ __J 1 HEIGHT - MATCH EXISTING NEW CRAWL SPACE - 1 ��FLOOR HEIGHT /�'I --_-,_-- --_ 1N 2O x 12" BLOCK FEFOOTI�C I I _______ ______________AF Dfifki WALLCH I I I __-_____ __ __ CON r ON CONCRETE BLOCK TE FOOTION 1 ;; I MIN 3-0" BELOW FINAL GRADE I I UNEXCAVATED p ICA - - - e I L COMPACT SOIL FI FOR MASONRY 1 I 4" PC. SLAB FINISH. I C 9" P.C; FOUNDATION ON A 1 _________________________J R001} A 16" x 8' CONC. FOOnNG .�yy �,, MM. 3'-0" BELOW FINAL �p i. ,til I 1 / Le'-7 ' GRADE! _ L __..-___�!_�, _. � �� , � //....// __ _�/y J F I I' l i l' e' P,c. Fo4NDAnDN I 16" . 8 GONG FOOTING MIN. 3'-0' BELOW FINAL GRADE 11 I X25' 10•_7 1 I I YER F- ALL l l i i DIMENSIONS AND CONDITIONS DRRsE��eDoT" 2M I 1 ZGARAGE DOOR. I I PROJECT W if 111 1 I ; 1 696"99 NSTE Q C M A CONCRETE APRON IS TO BE I I If POURED AT TIME OF GARAGE I 1 I I I c«¢cxcla ar SLAB AND ALL OTHER FLAT W WORK 8" P.O. FOUNDATION ON I FOUNpAT I ON PLAN Q I r 7 UNEXCAVATED 16' X a" GONG. FOOTING 0 w,F 10-26-99 O1 r; I COMPACT 501E 'N I '1 MIN, 3'-0" BELOW FINAL 1 I I I GRADE MALE'. r I. PROVIDE DOUBLE FLOOR JOISTS BENEATH ALL PARALLEL U I 1 I I GARAGE I I/4' = I -0' W� I I I I 4' PC. SLAB W/ 6 x 6 W.W.M. I I 2. PROVIDE SOLID BLOCKING BENEATH ALL BEARING. POINTS t I i i I i ` i SNEE TITLE. 3. PROVIDE SOLID BRIDGING AS PER NYS. CODE N I 1 I I MINiMUH 2" SLOPE' E i l i i i FOUNDATION PLAN I I �. I ---------- --=--- -- --------- I SMEE o. © COPYWHT EW L?.RIDI0RWrW&DIIBM 190 Lw3 of 9 AM FUM " AMD 13EVATIOW ARE PROINICTED - - - UNDER F90O AL CSM LAWS. Y WT BE WRMEN A11UJOWIL1N WI7FNDl/f I r - 14'-5' g ._33. ,..g�• , A Z �T� 6'-0` QUARTER ROUND 1 6'-b" QUARTER ROUND 'FWH 6080 FW4 6080 Z (2) T-]/4 x F1/2' LVL __—„ (2 1-]/4 x 9-t z LVL -Tp y 1-5/4" x A-1/z' LVL pp IT VEHFY HEIGHT 9,1 1 i - M FWH 6080 TW 2856 SM TW 2856 FWH 3180 TW 2842 .,'1W 2842 n rl 2 t- 4 x 9-+ 2 LVL MATCH EXISTING SUB-FLOOR 3'-6' HEIGHT - EDILO UP SUB-FLOOR 5 ' (2) 1-!/4" x 9-1/2- LVL �l PROVIDE RAISED HEAR AS REWIRED. I /X\ IOQ �\ (VERIFY WITH OWNER) - PROVIDE BLOCKING IN ALLWFIR ALL WALLS OVER 8'-0" 1 1,✓) AS PER N.Y,S. CODE 1 Y 10' �, E��PRAL CE DUCTINGR iv .av v :`I 53 CfxRIfRY KITCHGN FOR RANGE HOdD. 0 GUEST SUITE 61 N��. p° v CA7fiER1RR Al PRwNDE CATS �N WALLS ' 00 • 3a•, a4", 9a' AFD IOq ALL UPPER AND K �I K LOWER CABRIETS PROVIDE MOBSI1LUClED u OPENRW3 TO BASEMENT FOR ! PROVIDE tab SOFFIT FOR fQ HVAC RE 5 d ' j UPPER T � FINAL MORTTO w FAMICAIfI V3 z ) N 51 1 2, 2 1/ O n S/D ---- 5� I -I- '( -- / 408D'D L DDDR 4080 L11DOD --r7 -" __'- k ro --- I!�I JJJJ J 51 0 ' '^Oa• 3'_q 3'_4 ' 1_7_7��� '•�fi -73�-4C_ I+I -M J 2 , 3 , a• 3 yJ ' '-107' 1---4 (2) 1-3/4" x 14' LVL. GIRDER _ _ _ _ � 7-31' 1_-__-� in 2680 (BOXED DROP GIRDER) 2 N c'`4 -101 N I 1, /F��""i7 t7 u$ a SE ASM �DOOR •.• 'm ry PANTRY ! T O ;p S/D • O TO BE SHEATHED O (7l MET DOOR / Om ` WITH (2) LAYERS 3 4�.ICONT dRDERR• Fi !1 n "CH SIDE. m 2680 2860 40 neL (TYPICAL) ACRNG ASSEMKI a '- UNE OF SOFflr - -gI�' 'y0 ,^w o TO BE SHEATHED 2680 ^ z IIII $ ; m n v 1 2- LAYERS PROVIDE BLOCKING TOR _ - p u -�4 EACH SIDE OK !DYE=AND ACCESSORIES. VEIBFY TOWEL BAR AND BATH ACCESSORY 5 . �, b N i1 (TYPICAL) N m LOCAs "S WDH OWNER - 5], 1• 0 2 '2 1 S b{ N' �N PRO E 2r4-tfi- W SOFFIT ,.:� S/0 IIII 6 3�' 2%-�1•„a,.,y l' � '-6' DN 08'-0' A.P.F. ABOVE DT ;2 2 5j' TOILET AND Yue. '-8' ��----�'---^I I"1'-Il'-1)--3'-4' I�I 3 U W � mi X p � N - X N 191 Fom I. s SITTING Rooth hll 3�'yf-2•-1'-Y-t5�• T(A 1° I x D 1 n 1 (z) 1 3/4' n 9-1 ' LVL (2) 1-3/4” , 9-1/2' LVL L N (2) 1-0/4 x 9-1/27 LVL 2 1-3/A" r 14" LVL .p �D SIMP50N 61MPSON SIMPSON - I z •+'M 5M n n -N SM AW13 m p N HEIGHT EXISTING SUB-FLOOR N TW 2856 TW 2856 5510 IG 5515 IG 5510 IC .S TW 2856 TW 2F150 TW 2856 �$ HEIGHT - BURP UP SUB-FLOOR 6,•-1)1, ),-g�, 7•_]1 ' -^I !6'-2' 8� AS REQUIRED d 3COVERED 1 3 5j• 4 x ._4. �, a �M•F OFFSET CE4DI0 BEAMS IN FOYER % ?1 p C "1' Ri DCHTT ONNTEMOR AM E�KreOR)RECESSED �)I �J �C �A} opo cV eN __�JJ O / 1 �IPyyAA yy, gyp} %y r '" s ( F ' > T.N..-al✓�� - -'75C'E�106! —_ _ ZYC�1•- F All a � ��JJ n . {I8 MASONRY dpIEWUpERR T(OSEaE EADPACKED dWWDETR AS PER DETAIL)t2" Du. HBhG PPNACAST AND PORCH COMNS (SMOO ") 2TEP7 -Il�— 5 �O09. -2 o25. iT:::::; 13._5jf� vMM/`Y{ILI (FrRP�WT}'•\III 5 ,N �-4. 2 3 TW 2842 "�1 I. _ 4 T14 OBl are ' PG 3070 U40 FIRE RATED & VERINOTFY ALL 2.4 DOOR AND ASSEMBLY i 126-VY + s.^ SELF CLOSING HINGES I A�EST "ATC" DIMENSIONS AND FIRST FLOOR WINDOWS ARE TO BE SET o CONDITIONS 11• AT B'-0'• AFF PROVIDE 5/8" FIRE-RATED SHEETROCK ON WALLS & CEIUNO. AS PER N.Y.S. CODE &QJ&TNot '; � ,, 2 x -la• 646-94 T i) o ! w �i'6• RL duwu By, C M A FIRST FLOOR PLAN GARAGy s' CNECAEO B. - ¢ I 4" P.C, SLAB W/ 6 x 6 W.W.M. __ 2,312b 50. FT. LIVING SPACE ° PROV DE FIRE BLOCKING IN w (a) zx4 o ALL WALLS OVER 8'-0" �, D11Ci 10-26^49 PLUS GARAGE, COVERED ENTRY & DECKS .I� AS PER N.V.S. CODE e Zp ry Y V (s) N4 1/4" SHEET TITLE N < I L MINIMUM 2" SLOPE- FIRST E o I'° �E'► FLOOR 2 xa -I6•oC. I Asm"m aD I X Ir V a•n E r(ousE FLOOR a s PLAN m 31 (3) 2r4 3J4t' SHEfl NO 2 (2) 2 r B HEADER s> 2va (z> z r a HEADER TW 2842 TW 2842 m © GOPYRRGHT EAST DO DRAFTING&DESIGN 1999 � of ALL FLOOR PLANS AND VMVATWNS ARE PRp' TIBOM _5• l i3'-�' �'_5' UNDER FONIPAL COPYRIGHT LAWS• PIAN11 MAY NOT 1)E R01MRODUM WITION 4WRITTEN AVniOR 17ATION. 73'-01' e'-e •11'°''"4 7 � q1_5• 1-31 � t � 11'-04' 3'-4j' '-4#' 3'-IOJ' 3,_103 •_41. 3'-4g D I— 1 d Aw SECOND FLOOR WINDOWSJ— ARE TO BE SET AT 6'-8-1/2" AFF gj• / 2,_l. (2) I-sµ" x 9-1/2' LK �. TW2842 TW2842 I I TW2642 TW2842 SM I I SM -iv I 41(u I I I 1 1 ��`/ 52 92 I \\ � a• ,� I // I m -4m,SITTING AREA i I ;DV \ 1 \\ I OPEN TO BELOW O \ ( \ I 1 // 068 DBL DOOR O68 DBL DOOR /LE�9�� \ (3) 2x8 FLUSH \\ I (3) 2x8 FLUSH / -Mu _ _— _ I / 3) 2x8 TECO / \y.0 HEADER TECO I / HEADER TECO I r� ~� I1.I TEAVAL EY RAFTERS ALLEY RAFTERS --- --__—_ T V LLEY RAFTERS✓ �___________ _ _ _ru BEDROOM F 3 ''�i'-6' #-=3'-6' 3�' — u� SECOND FLOOR WINDOWS > m HANDRAIL ARE TO BE SET N Q ? S T AT B'-8-1/2" N F ` BEING PGIN ABOVE I ¢ O m m \ �y < a yl ypg, r � f I O � " n „ 2668 x RRONDE CATS IN WALLS mo) 1� p MASTER BCQROOM rr °Arylll 24"xN Illlp�' > L _6 ' o oWoW o 36" AFf ro ALLOW FOR BALCONY I HVAC '• � N \ •D 24x24' •x XANORAR INSTALWIRIN. y RETURN D x « E (3) 2x8 FLUSH F5 m� m HEADER TECO (3) 2.8 FLUSH EMe y m TO VALLEY RAFTERS .. H ADER T v 5068 DBL DOOR 2668 _ 8¢8 — -- TO VAILCX-RAW; CLOSE 2 o m 26681 668R6 8 2636 U40 DDDR O 1 4068 DBL DOOR 4068 DBL DOOR PROVIDE CHASE / FOR DUCTS AS ri 3 -111 3'-6' 13 -11 / -mV 1 \\ NECESSARY I Lu T „?3 --' -T n \ A 11 11 I 1 51. ,_q.7. � N / i 2 z l 3 3 I 11'-11j' 2' m 2 p, HVACC66C I �b I I MASTER RAT OOM m MECHANICAL ROOM1 I I I g,�• 1 I I .ru 3E1. 6' 1 RFOROOtd 1 321, 32, 1 1 _6•. 32• =+v 3� I i _q�• -;� I 1 I -B� -12• a• m I 0 I I I Sm TW2842 Q, 1.V , i '�^ W2842 SM MM TW2342 I I I I Yh �'P• I I I I VVVV D C 1 I I C A I I I I / f E� 3j. I I II 11 � . a !(2) 1-3/4' (2) 1-3/4" x 9-1/2" EK. 14'. SM SM I I I I ^ ' �x C_➢_c Q1 TW2846 OHP3448 TW2846 i i i I I ' U �j � I I 1 6' .F-- ;2• -_q 18'-1611a 1 I A 11 1 3'-5' 111111 25' 11 _ c^L'-3' ______ ___ _____ _ _ C/ ____ J L __________ ______-1 '1 y i i NOTE: VERIFY ALL SECOND FLOOR WINDOWS 11 DIMENSIONS AND ARE TO BE SET ) CONDITIONS AT 6'-8-1/2" AFF 1 1� II I PROJECT ND.696-9p9 II DRAWN BYE CMA II t.C CHECKED BV. InI I I 1 DATE 10-26-99 11 I � SECOND FLOOR PLAN 1.639 SD. FT. LIVING SPACE i SHEET MUL I PLUS OPEN SPACE SECOND E ; FLOOR PLAN I1 I 1 11 I . � 1 1 s11EEr NO, BM TW2842 TW2042 Q COPYRKW $AST END DRAFTM&VESM iM O� ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED LMM FEDERAL CSM+YAA4FR LAWS. PLANE MAY NOT a wmww CED WRNOUT tr J l2' WRRTEN &gMO RATION. a A D 8 - ----- , 2x12-16" oc RAFTERS v 2x12-16" oc RAFTERS _ _ _ _ _ r----- _o-- "- ll z&MRS =—mm—�--- ---------- --------- -- r.--____;r--_ ---- - i 1 I # 1 , II I 1g, IIt 1 2x12-16" oc RAFTERS w ,�•• 2x12-16" ori-RAFTERS II I =2xT 16 oc RAFTERS 1 I ' 2x12-16' oc RIAFTERSi9 2xt2-16" cc RAFTERS 12-16` II f I I1 FRAYED D , J / FRAMED� LMNC R00N > LMNG RCOY T 1 1 I II -t RAFTERS ` / RAF RS 1 , Imo_ _______________ J I V pI II IA 14 91 1 11 v n y { + 1;A61 er1 rJ. �'` Z�` / .9�Y + a s( Z` xb YI V1 Z LL + •1vv IYI IY g)p " B AM 1 EE DETAIIr_-- J RIDGE B AM YSiFE D TAIL) RIDGE. BEAM (SEE DETAIL) E 3�4M (S 4E DAIL) 1 z I (1) 1-3/4" x 14" LVL C---1 / (1) i-3/4" x 14" LVL (1) 1-3/4" x 14" LVL O Y //�� IY (2) 3/4" PLYWOOD I, �. (2) 3/4" PLYWOOD / ` "(2) 3/4" PLYW000 (2) 3/4" PLYWOOD Ip (3) 1-3/4" x 18" LVL �1 ` Jr (3) 1-3/4" x 18" LVL (3) 1-3/4" x 18" LVL At- / (3) 1-3/4" x 18" LVL I I i , + r / J O / , _ _ ______ v, W ICI I ,-_ir ___7 sir- -_J`= _ !� f"_"(? - r-�r---k 64 m L� L ° L°J =3 =1 C_7 C_, I L p + 11 4 � ,I LA n i t r- - �� -=71 Ir-O��ry, I� I1 ,I I� ��/ x II I t 1 I it Ir -2 lr1 II 18 r ,I I IL_JL ___________ ____ _J II Ii M if--- � 1 n I I I I I m 6% 11 II 1 2x12-16" oc RAFTER 2x12-16" S 1 RAFTERS xt2-t6 RAFTERS t2-t6" « RAFTERSD OVER II I 1 I o< III' 1 1 1 I I FRDIT BEDROOM I j WZ7�I I I FgDNTOBEDR00N I I 1 11 RAi1ER6 I I� RAFTERS II II I II 11 I 5! I II II L______—___- JL_ L_____ ---J 1I _________ _____ _____ _______ ___—� i e _ _ _ _ _ _ — _ _ I It x I I I V I ^ I III f II I If I 1 I oc I I I I I p 2x12-16" oc RAFTERS 2x12-16" RAFTERS v I A Y;-t6' « RAFTERS x6-16' « RAFTERS 1 I I 11 I FRAMED MER FRAMED OAR I MAIN 1.5r, MAIN NOTE; �Y� I I I Y 1 pAf1ER5 RAFTERS 1 1 FRAME RAFTERS ON TOP OF V I I I I F I I f l CEILING JOISTS TO MAINTAIN F I MAIN HOUSE FASCIA HEIGHT [— � ------�— m I "F")---_____ �ae (SEE CROSS SECTION L II 11 F, II � II 1 I au I I If N II Ii II 11 11 MATCH MAIN GABLE FASCIA SOFFIT Ir=1L----- ____-J L - ------ - -------- -- -- NOTE: FRIEZE HEIGHTS & SIZES (TYPICAL) Ll �; VERIFY ALL 11 DIMENSIONS AND I CONDITIONS I1 I1 If fi I PROJCCi NO, 696-99 OFNRN w C M A II II I CHECKED W: � II a I 2x8-16" oc RAFTERS m 2x816" cc RAFTERS i � MIR: 10-26-99 I ROOF FRAMING PLAN u xA E. 1/4• = U-0" x , I N II I SHED TRLE' I1 I ROOF AII! �EJ` FRAMING _111 PLAN II II 11 I FI I1 SHEET N0: , 1 , I I _ - © L OMWHT EAST END ORARM a 068M 100 of 9 ALL FLOOR PLANE AND ELEVATXM ARE PROTECTED UNDER FEDERAL OOPYRKW LAWS. PLma MAY NOT W ramwoum WITHOUT WRITTEN AUTHORIZATION. A r- 11 II If 00 11 'I i O J � W II r / Flit vsLLJ I III ` I I �� III I If " I i ;--- -3 II-- - -J�J 'BIZ ___--' ] PI -I H I ` `' "V I 1 II Ip ___JU Irl ' LL� [� I Ey+'---- ---- _JL__ __ _-_ 7 c=� C=J I � , JL_—� I -- j� � � / , If 1 ii I I It it i1 IL-__ JU II II I'1 IL_JL _ _ it If irr--- l�LIt-_`ii L------ --- --ILS= =tea m �L ----,� I r I JL_ s mmam J` --- --- -- I IF1F ---�I— --- --i------- -I - 1 — — — - -- — — — — I i — —• — — — — — — ---I I ZM G I II II I I I I I V I I II II p ►.y 1 1 II II W 1 1 II � II II 1 I I �c ► II II o g D C I I II I A I II 11 I II II I II II i I I I I II _ I' I I I C7 ll) JL _ _ _ JL_____--_— II II II II II 11 II II II 11 A � II 11 I II JL ___________ _ I �-------- ---- - ---- ----------- =- -- -I II N T VERIFY ALL 1 DIMENSIONS AND CONDITIONS II II II r�aEGr No 696-9{9 A I1 OWWN W, 4 M I � Ii GHEGkEU BY ii jI w,c 10-26-49 ROOF PLAN II I I SHEET ME, I � II ROOF PLAN I I II II II ri ,I 11 II $NEU w © COPYRIGHT EAST END DRIIF rm d Dam im Of 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL 00PYRI4NT LAWS. PLANS MAY NOT of WRODIICED wnl WR1"m AUTNORIMTHON. NOTE: MATCH MAIN GABLE FASCIA SOFFIT a�Ps a HSI' IF�F T:T FRIEZE HEIGHTS & SIZES (TYPICAL) 12 10,25 MAIN GABLE PITCH _ — RIDGE VENT I RIDGE VENT RIDGE VENT RIDGE VENT� I 1-3/4' x 14" LVL .� (2) 1-3/4" x 16" LVL I ����'1'-�2'jj�''jT 1-3/4" x 14" LVL �'1�2'7 (1) 1s3/4" x 14" LVL (2) 3/4" PLYWOOD- RIDGE BEAM I 114 REVERSE GABLE PITCH I14 REVERSE GABLE PITCH RIDGE SEAM (3) 1-3/4"y 18-L � I i LINE OF I I 2x6-16" oc 12 I 40 YR ARCHITECTURAL GRADE �,i'• �' CRICKET 2x12-16" °c RAFTERS (1) 3/8" CARRIAGE BOLT �� �5,5� +/- CRICKET PITCH (1) 3/8" CARRIAGE BOLT _ I CARRIAGE BOLT ROOF SHINGLE (TYPICAL) COLLAR TIES OC COLLTIES (TYPICAL) I - (1)(TYPICAL) _ (TYPICAL) 15(I FELT rT, J 1/2" COX EXT ROOF SHEATHING w 6" FLY RAFTERSIN�l 40 YR. ARCHITECTURAL GRADE ROOF SHINGLE _ `2x12-16" oc RAFTERS r`y/,11 -30 INSULATION I I I 15A FELT R-30 INSULATION 11 I ` I 1/2" CDX EXT. ROOF SHEATHING ,l PROVIDE FIRE BLOCKING IN I I MASTER BEDROOM I R-30 INSULATION DBE ROOM ..� ALL WALLS OVER W-0" II °-I-1/C II 1 2x12-16" oc RAFTERS A$ PER N Y.E COOS O 11 11 I I I I R-19 INSULATION R-19 I I 5/8" COX 11 I 5/8" COX INSULATION If SUB FLOOR 11 1 I HURRICANE CLIP SUB FLOOR II II I R-30 INSULATION 1"1 C!1 z ads z0 x 1 a' - 16" Dc ��> � \`� I ^� I � \�� ra r� AJS�x la•- l6•oc. �� � Six- I �� 4 x --18" FASCIA HURRICANE CLIP 1 o I X18" FASCIA _ ---LB" FASCIA PROVIDE FIRE BLOCKING AND ( ,) R-30 INSULATION BRIDGING IN FLOOR SYSTEM / I ( i (2) LS/A'% IO'LVL. GIRDER-BOXED&WRAPPED (SEE DETAIL) ( 1 ^ AS REQUIRED BY NYS CODE. _i12" VENTED SOFFIT - PROVIDE FIRE BLOCKING IN 1 �"i24' VENTED SOFFIT ,�24' VENTED SOFFIT 0 DINING ROOM SEE SOFFIT / FASCIA DETAIL ALL WALLS OVER 8'-0" LIVING ROOM SEE SOFFIT / FASCIA DETAIL SEE SOFFIT / FASCIA DETAIL AS PER N.Y.S. CODE J PROVIDE FIRE BLOCKING IN I I .0 COVERED ENTRY 0 BATHROOM t0'-O" KITCHEN / DINETTE iB" N2 RED CEDAR SHINGLES R-19 INSULATION I I P-1 OFFSET CEILING BEAMS E (OYER 12" DIA. HB&G PERMACAST ALL WALLS OVER 8'-0" 9 INSULATION UG PROMOS CENTER LINE RECESSED AS PER N.Y.S. CODE w/ 6" EXPOSURE i i UCHi (INTERIOR AND EXTERIOR) COLUMNS (SMOOTH) � R-19 INSULATION I I 18" ,y2 RED CEDAR SHINGLES 6" EXPOSURE R-19 INSULATION 15y FELT 1/2" COX SHEATHING (MATCH EXISTING) 1501 FELT O EXISTING 2x6 MATCH EXISTING SUB-FLOOR a OF LAYERS 1/2" CDX SHEATHING (n �SUBFLOOR 2x6-16" HEIGHT - BUILD UP SUB-FLOOR I 2x6 SHOE AS REQUIRED. OF 3/4" COX I 2x6-16" oc 1 (V,LF.) I z 2x6 CCA SILL 1 2x6 CCA SILL EXISTING 2x10-12" oc .. TERMITE SHIIELD / SILL SEAL NEW 2x10-i6" oc TERMITE SHIELD / SILL SEAL ZR-30 INSULATION EXISTING R-301NSULATION EXISTING R-301NSULATION I I (4) 2 X 10 GIRDER (4) 2 X 10 GIRDER GRADE 'GRADE 1 1/2" x 12" ANCHOR BOLTS GRADE UNEXCAVATED I I MAX, 8'-0" 0. C. MASONRY PORCH COMPACT SOIL CRAWL SPACE I " P C FOUNDATION WALL AND STEPS q" PC. SLAB " P. C. FOUNDATION WALL I NEW 2" P.0 SLAB 2x4 KEY WAY ^2x4 KEY WAY 16" x 8" CONCRETE FOOTING 16" x B" CONCRETE FOOTING BASEMENT L_- _- J 3'-0" BELOW FINAL GRADE. (TYP.) 3'-0" BELOW FINAL GRADE. (TYP INSURE ALL FOOTINGS INSURE ALL FOOTINGS r1-1/2" DIA. STEEL COL. CHIMNEY FOOTING BEAR ON UNDISTURBED BEAR ON UNDISTURBED ON 7'-2" x 4'-0" x 1'-0" SOIL SOIL 2'-0" a 2'-0" x I'-0" EXISTING 12!" C.M.U. RAISE EXISTING CONCRETE FOOTING FOUNDATION WALL FLOOR HEIGHT 12" V-NEW 4" P.C. SLAB — -- ------- ------- - -- CROSS SECTION B CROSS SECTION C EXISTING FLOOR HEIGHT EXISTING z Sx 72" CONCRETE FOOTING INd INSURE ALL FOOTINGS BEAR ON UNDISTURBED SOIL CROSS SECTION A ra H � NOTE: VERIFY ALL DIMENSIONS AND CONDITIONS PROJECT NO 696-99 DRAWN B/ M C �I CNECxEO W {••/ / I N 10-26-99 SGLE: I/4R = V-0' SHEET TOLE: CROSS SECTIONS DETAILS SHEET Np. © COPYRMff EAST LAID DRAFTING A DES]ON 19M 8 of 9 ALL FUM PL*M AND 8"A'TICMIS ARE PROTECTED UDDER FEDERAL COPYRd W LAMS. PLANS MAY NOT 9E REPRODUCED YVLTDLDUT WI AtffHORMATION. 12 NOTE: MATCH MAIN GABLE FASCIA , SOFFIT �10,25 MAIN GABLE PITCH FRIEZE HEIGHTS & SIZES (TYPICAL) RIDGE VENT RIDGE VENT -� -- 1-3/4" x 14' LVL RIDGE VENT 12 (1) 1-3/4" x 14" LVL (2) 3/4" PLYWOOD 2x10 RIDGE �I \ \ �14 REVERSE GABLE PITCH RIDGE BEAM (3) 1-3/4" x IB"ALV \ \ / j \ UNE OF \ \2xT oc 72 � CRICKEICKL16T / 2x12-i6" oc RAFTERS / J / f 155 +/- CRICKET PITCH \ \ (1) 1/8" CARRIAGE BOLT (TYPICAL) . { 16'oC COLLAR TIES \\ �12 14 REVERSE GABLE PITCH _ 2x4-i6"OC. I-I , (1) 3/8" CARRIAGE BOLT 6" FLY RAFTERS i� I 1 LOSET CEILING JOISTS (TYPICAL) �40 YR ARCHITECTURAL GRADE ROOF SHINGLE 'r ` V 15N FELT RIDGE VENT ll \(`l 40 YR ARCHITECTURAL GRADE R-30 II1>;ULATIONii ) 1/2 COX EXT. ROOF SHEATHING /j BEDROOM �\ P �.�� / 2.8 RIDGE ROOF SHINGLE /rT�,♦ / Q_ \ �� 2x8-16" oc RAFTERS IS FELT W O e' HVAC �' �' /o� A�\� � MECHANICAL ROOM UNFINISHED ATTIC x I/2" COX EXT ROOF SHEATHING 5/8" COX R-19 INSULATION SUB FLOOR2x8-i6" oc RAFTERS NOTE FRAME RAFTERS ON TOP OF u r�1 V A CEILING JOISTS TO MAINTAIN W �_ X I 6/8' CD% - / MAIN HOUSE FASCIA HEIGHT 3 2x4 RAFTER ^ r( ) PLATES AJS 20 r 14" - 16" oc \ f(2) T SUB FLOOR /' Y (SEE CROSS SECTION "F") ---LB" FASCIA 5 R-19 INSULATION I �$" FASCIA (V LF ) _ _ __ _ -1 \ ��8" FASCIA `R-30 INSULATION PROVIDE FIRE BLOCKING AND 1 / HURRICANE CLIP I --- R-30 INSULATION ( / (2) 1-3/4' . 11-7/8' LVA DIRDER BRIDGING IN FLOOR SYSTEM \ i 2x8-i6" Oc "o,"a '.I 2x8-16' oc „ AS REQUIRED Br NYS CODE 12" VENTED SOFFIT / HURRICANE CLIP \ / 2x4-16" oc SOFFIT - % 12' VENTED SOFFIT i12" VENTED SOFFIT Q SITTING RGOM SEE SOFFIT / FASCIA DETAIL SEE SOFFIT / FASCIA DETAIL SEE SOFFIT / FASCIA DETAIL ABOVE i01LET AND TUB AREA. I-;/4" x 11_7/g•• �-(3) 1-3/4" x 16" LVL GIRDER HEADER w/ (1) 2x8 LEDGER EACH SIDE PROVIDE FIRE BLOCKING IN R-19 INSULATION O ALL WALLS OVER 8'-0'. BATHROOM C_h 10._0- BEDROOM --18" N2 RED CEDAR SHINGLES w/ 6" EXPOSURE PROVIDE FIRE BLOCKING IN 5/8" FIRE-RATED SHEETROCK MU DR OOM R-19 INSULATION Z AS PER N.Y.S. CODE ALL WALLS OVER 8'-0" m ON WALLS AND CEILING AS PROVIDE FIRE BLOCKING IN 10'-0" 18" N2 RED CEDAR SHINGLES 6' EXPOSURE 18" N2 RED CEDAR SHINGLES R-19 INSULATION AS PER N.1'.S CODE I PER NYS CODE ALL WALLS OVER 8'-0" 6" EXPOSURE r"1 R-19 INSULATION _ 15N FELT R-13 INSULATION AS PER N Y.S CODE -7/2" COX SHEATHING (MATCH EXISTING) 15N FELT 15N FELT EXISTING 2x8 (2) LAYERS ( n SUBFLOOR - 2x6-16' Oc GARAGE — 1/Y COX SHEATHING 1 2` COX SHEATHING v 9'-O" x B'-0" OF 3/4" COX MATCH EXISTING / //- (V I.F.) �x6 SHOE GARAGE DOOR 2x4-16" FLOOR HEIGHT 2x6-16" oc ` oc 1-2x4 SHOE (VERIFY SUB FLOOR) '. " + r L;! + x r 2.6 CCA SILL - -------- - - -- 2x6 CCA SILL � , A /• �7 EXISTING 2x10-12' oc f r " '! ' ' MAIN HOUSE FLOOR x a 2x6 CCA SILL TERMITE SHIELD �� SILL SEAL - - - _ _ _ - _ _ _ _ TERMITE SHIELD SILL SEAL NEW 2x10-16" oc �- "1Tv 1 ; J7t R-30 INSULATION EXISTING R- INSULATION EXISTING 4" P.C. SLAB W 6x6 W.WM / TERMITE SHIELD / SILL SEAL 30 GRADE / R-30 INSULATION (4) 2 X 10 GIRDER (4) 2 X 10 GIRDER GRADE __ _ __ _ ____ ____ _ ____ _ __ _ _ __ __ 1/2" X 12" ANCHOR BOLTS GRADE 1/2" X 12" ANCHOR BOLTS r-- MAX. B'-O" O C MAX B'-0" 0. C \\\ P. C FOUNDATION WALL P. C FOUNDATION WALL 2x4 KEY WAY 16" x 8" CONCRETE FOOTING 2x4 KEY WAY 9 D 16" x B" CONCRETE FOOTING BASEMENT 3'-0" BELOW FINAL GRADE (TYP ) 3'-O" BELOW FINAL GRADE (TYP ) CONCRETE APRON IS INSURE ALL FOOTINGS INSURE ALI. FOOTINGS TO BE POURED AT THE SAME TIME BEAR ON UNDISTURBED 3-1/2" DIA STEEL COL AS GARAGE SLAB AND ALL FLAT SOIL BEAR ON UNDISTURBED SOIL ON EXISTING 12" C M U WORK IS DONE 2'-0" x 2' 0' x 1'-0' RAISE EXISTING CONCRETE FOOTING FOUNDATION WALL FLOOR HEIGHT 12" i r NEW 4" PC SLAB 24�5Y " CONCRETE FOOTING SECTION E CROSS SECTION F EXIINz EXISTING FLOOR HEIGHT X INSURE ALL FOOTINGS o- BEAR ON UNDISTURBED SOIL CROSS SECTION D E~ � 2x6 STUDS-16" OC 5/8" COX SUBFLOOR --� —12' HB&G PERMACAST NO `-5/8" COX SUBFLOORt-12' LUMNS (SMOOTH) AJS20x14"FLOOR JOISTS VERIFY ALL AJS20.14"FLOOR JOISTSVC COATED TRIM _ DIMENSIONS AND OIL DRIP CAP CONDITIONS " FRIEZE BOARD 2x4 FRONT PORCH --- 2x4 BLOCKING 1/4" SOLID CROWN SOFFIT FRAMING / (2)1-3/4"x 14 LVL GIRDER - - - - -" -- 2 PINE GIRDER WRAP _- - _EFRONT PORCH 2 i/4" SOLID CROWN - -/P 2x6 BILOCKINGRDER DETAILPpwECT uo:HB&G PERMACAST 1x12 PINE GIRDER WRAP696-99 LUMNS (SMOOTH) CMA CHEC%ED BC 12" HB&G PERMACAST COLUMNS ((SMOOTH) w1EIO-26-99 ONCRETE FRONT PORCH AS SGEE I/4' = I'-D'ER OWNERS SPECS ' CONCRETE FRONT PORCH SHEET TRUE: ff f STEPS AS PER OWNERS SPECS GRADE FRONT PORCH GIRDER DETAIL Cp055 SECTIONS DETAILS RD FRONT PORCH DETAIL © COPYRIGHT EAST END DRAFTING A DESIGN 1M 9 of 9 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAWS. 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