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HomeMy WebLinkAbout30363-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31377 Date: 01/09/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1450 YOUNGS RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 18 Block 2 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 20, 2004 pursuant to which Building Permit No. 30363-Z dated MAY 28, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR & AS PER CONDITIONS OF ZBA #5517 DATED 5/6/04. The certificate is issued to STEPHEN P BARTENOPE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2032460 09/13/05 PLUMBERS CERTIFICATION DATED 08/30/05 RET. VANETTEN A ho ized ignature Rev. 1/81 y71�7 ! :�/ D Form No.6 TOWN OF SOUTHOLD ,~ BUILDING DEPARTMENT TOWN HALL ! . 765-1802 JAN —6 "y f APPLICATION FOR CERTIFICATE OF OCCUP CYL-11�CILLu i 1;XQ �� t 'T. 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. d 6 Q 6 New Construction: Old or Pre-existing Building: (check one) Location of Property: /4/1-0 VVIT 'a House No. Street Hamlet Owner or Owners of Property: �� /�w /,roc/4 Suffolk County Tax Map No 1000, Section 019 Block 0 0 2 Lot (} Subdivision / Filed Map. /Lot: L Permit No. 3 3 6 3 Date of Permit. s &' Applicant: s�ij r-✓ /'/Jrr G �'��`e- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $�Z o6 Applicant SignAre co 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. 30363 Z Date MAY 28, 2004 Permission is hereby granted to: STEPHEN P BARTENOPE 78 THIRD PLACE BROOKLYN,NY 11231 for Ar ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5517 at premises located at 1450 YOUNGS RD ORIENT County Tax Map No. 473889 Section 018 Block 0002 Lot No. 007 pursuant to application dated MAY 20, 2004 and approved by the Building Inspector to expire on NOVEMBER 2 Fee $ 420 . 90 `� 7v 7z� A hor ' � d Signature ORIGINAL Rev. 5/8/02 oPROW= c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 S NEW YORK BOARD OF FIRE UNDERWRITERS S S S SBUREAU OF ELECTRICITY 5 S40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT S 5 5 SUpon the application of upon premises owned by 5 5 5 JIM SAGE ELEC. INC. S STEVE BARTENOPE S P.O. BOX 38 1450 YOUNGS RD 5 5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 S S �� SLocated at 1450 YOUNGS RD ORIENT, NY 11957 5 `j Application Number: 2032460 Certificate Number: 2032460 5 5 �5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a occupancy, wherein the premises electrical system consisting of Residential 1200-1799 square ft. P Y. 5 electrical devices and wiring, described below, located in/on the premises at: 5 SSBasement,First Floor, Second Floor,Outside,Attic, c� 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 authority having jurisdiction, and found to be in compliance therewith on the Day of 13th September,2005. 5 5 Name 4TY Rate Rating Circuit Type C5 5 Alarm and Emergency Equipment L; 5 Sensor 2 0 Carbon Monoxide 5 SCj Sensor 6 0 Smoke Appliances and Accessories Dish Washer 1 0 1.2 KW S 5 Exhaust Fan 4 0 F.H.P. C, 5 Furnace 1 0 Gas 5 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Wiring and Devices 5 Outlet 59 0 Fixture 5 SFixture 57 0 Incandescent 5 5 Fixture 2 0 Flourescent Outlet 90 0 General Purpose 5 5 Receptacle 56 0 General Purpose S 5 Switch 39 0 General Purpose C, 5 Dimmers 9 0 Paddle Fan 7 0 seal 5 SReceptacle 1 0 20 amp Laundry c5 5 Continued on Next Page I of 2 S 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 ° � LnC.I� CTCV D . BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 S BUREAU OF ELECTRICITY 5 S40 FULTON STREET — NEW YORK, NY 10038 c� 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 55 �j JIM SAGE ELEC. INC. STEVE BARTENOPE 5 5 1450 YOUNGS RD GREENPORT NY 11944-0038 5 , ORIENT, NY 11957 5 Located at 1450 YOUNGS RD ORIENT, NY 11957 S 5 �j Application Number: 2032460 Certificate Number: 2032460 S 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 S 5 5 5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 S 5 Basement,First Floor,Second Floor,Outside,Attic, c� S5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed �5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 Day of 13th September,2005. 5 Name OTY Rate Eging Circuit Type 5 Receptacle 1 0 30 amp Dryer 5 GFCI Circuit Breaker 2 0 20 amp 5 SReceptacle 7 0 GFCI S SService 1 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 SMeters: 1 5 5 S 5 S S S S 5 5 S S c5 5 seal 5 5 S 5 5 2 of 2 S S5 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 S omill M r� 11 `Ag�FFO�,�c �O Q� Town Hall, 53095 Main Road vim„ Fax(631) 765-9502 P.O. Box 1179 Telephone(631) 765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 0 0 Building Permit No. 3 7j lQ 3 Owner: Boiy"4'erl o p e- (Please print) y�p Plumber: Va-/7 Ek-k � I ase print) r � I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of , 20 0& Notary Public, County LINDA J COOPtR NOTARY PUBLIC,State of Naw York NO.01 C046225636 Suffolk Term Expiry De09MW 31. APPEALS BOARD MEMBERS `ASVFfO��`' Ruth D. Oliva Chairwoman ,`y� O� Southold Town Hall 53095 Main Road Gerard P. Goehringer y P.O. Box 1179 Lydia A. Tortora Vincent Orlando Southold,NY 11971-0959 y � !� Tel. (631)765-1809 James Dinizio,Jr. ��l `>!►a� Fax(631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS MAY 1 7 ZW TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 6, 2004 Appeal No. 5517 - STEPHEN and THERESA BARTENOPE Property Location: 1450 Youngs Road, Orient; CTM 18-2-7. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicants' 24,000 sq. ft. lot has 120 ft. frontage along the east side of Youngs Avenue and lot depth of 200 feet. The property is improved with a one-story dwelling with attached garage, as shown on the map of property surveyed April 8, 1990 by William R. Simmons, Jr. BASIS OF APPLICATION: Building Department's March 15, 2004, Notice of Disapproval, amended March 29, 2004, citing Code Section 100-242A, in its denial of a building permit application concerning a proposed second-story addition to (over) the existing dwelling at less than 40 feet from the front lot line. The reason stated is that the addition will constitute an increase in the degree of nonconformance. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 22, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct a 1624 sq. ft. second-floor addition over the one-story dwelling, a portion of which will maintain at the existing nonconforming setback of 36 feet from front line. The gable end of the addition will be sloped back 8+-feet, and the proposed height will be 26 feet to the top of ridge. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Houses on the surrounding lots are situated similarly. Page 2—May 6,2004 ZBA No.5517—S.and T.Bartenope CTM 18-2-7 at Orient 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The house has existed for many years with a 36 ft. front yard setback, and this location does not conform to the 40 ft. minimum setback requirement. 3. The variance granted herein is not substantial. The existing front setback is 36 feet and after construction, the setback will continue to be 36 feet. 4. The difficulty was not self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of this relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the revised site plan, undated elevation and design diagrams (with a ZBA stamped date of March 17, 2004 and March 22, 2004), prepared by Meryl Kramer, Architect. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva hairwoman), Goehringer, and Dinizio. (Members Tortora and Orlando were absent.) This ResoILKioh was dul do (3,0). Ruth D. Oliva, Chairwoman 5/13/04 Approved for Filing M E R Y L K R A M E R a r c h i t e c t 7:1 1 Tq , i s , Southold Town Building Dept. Southold Town Hall -- PO Box 1179 Southold, NY 11971 September 9,2005 RE: Bartenope Residence Tax Map#1000-18-2-7 Permit#30363Z To Whom It May Concern: As per my meeting with Gary Fish this morning I write this letter to certify that the insulation was installed as per the drawings and specifications and the requirements of the NYS Energy Code. The remaining items( Underwriters Certificate, Plumber Solder Certificate,Application fro the C of 0,and the check for$25.00 will be furnished under separate cover by the Contractor, Dan Finne. My understanding is that this will satisfy the requirements for the Certificate of Occupancy. Please call me with any further questions or concerns. Best Regards, "Kram Cc: Dan Finne Theresa and Steve Bartenope 31 SOUTH STREET P.O. BOX 683 GREENPORT, NY 11944 631-477-8736 631-477-8936 FAX 3Q3 �3� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INS ION [ ] FRAMING [ INAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS : 74 DATE C INSPECTOR pf SOpr�,o6 X03 3 Z . �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: A Ad V ;24 DATE �� 3 , �� INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROU L G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 12 DATE ( e3 INSPECTOR 0 3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [v INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� /D d'S_ INSPECTOR��� co3 M-saoz BUILDING DEPT. INSPECTION [ ] f�UNDATION IST [ ] UGH PLBG. [./] FOUNDATION 2ND �[ ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE g I � K INSPECTOR 3 D3 � 3 � 76S-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �C• IV a � G�- DATE '3 INSPECTOR ,30 "3, 6"3 2-- 765-1802 BUILDING DEPT. INSPECTION w � [ ] FOUNDATION IST krROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION XFRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -A� wa b p , LVL -s/5 3 L,V L� ,, c, -s/.o o - a-x Y, -Y-±* DATE 42- /0 INSPECTOR' -tom- . 9 Z6 o Q _ 2.- 7 TOW OF SOU4— k�ROPERTY RECORD CARD 111 -3 OWNER STREET .:VILLAGE DIST. SUB. LOT �kakpm .forawtr1'eno l r/ f27 f �f06AER 0 (JIG EL�� A.sR� eDA r" U, v+n w � S W TYPE OF BUILDING o �a�Ur�c�o 'c,Jf . RES. 'D SEAS. VL. FA4ZM COMMY CB. VMISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS 9✓ SSD v `5��7 v 5- G a -Y/,? c � �ic, — -� !1073 I - S M ISD a fe?oae. .zT o gl � . Sfes 460-0 q00 , V AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value \ Acre. Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House P:10 DEPTH BULKHEAD Total'—O" DOCK i w i �f n. Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code - REScheckSoftware Version 3.5 Release I Data filename: C:\Program Files\Check\REScheck\bartenope.rck TITLE: Bartenope Residence COUNTY: Albany STATE:New York HDD: 6894 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric DATE: 03/03/04 PROJECT INFORMATION: Renovations and Additions COMPANY INFORMATION: Meryl Kramer Architect COMPLIANCE:Passes Maximum UA=427 Your Home UA=426 0.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 598 30.0 0.0 20 Skylight: 3045: Wood Frame,Double Pane with Low-E 9 0.570 5 Ceiling 2:Flat Ceiling or Scissor Truss 597 30.0 0.0 21 Wall 1: Wood Frame, 16" o.c. 2834 21.0 0.0 132 Window: tw 3046: Wood Frame,Double Pane with Low-E 171 0.350 60 Window: tw 2846:Wood Frame,Double Pane with Low-E 27 0.350 9 Window: dhp 31046: Wood Frame,Double Pane with Low-E 19 0.350 7 Window: tw 2432: Wood Frame,Double Pane with Low-E 58 0.350 20 Window: tw 31032: Wood Frame,Double Pane with Low-E 13 0.350 5 Window: cw 135:Wood Frame,Double Pane with Low-E 24 0.310 7 Window:tw 2632: Wood Frame,Double Pane with Low-E 53 0.350 19 Window:tw 1832:Wood Frame,Double Pane with Low-E 12 0.350 4 Window:dht 2815: Wood Frame,Double Pane 9 0.340 3 Window:dht 31015: Wood Frame,Double Pane 13 0.340 5 Window: dht 2415: Wood Frame,Double Pane 8 0.340 3 Window: dht 21015: Wood Frame,Double Pane 5 0.340 2 Window: ar251: Wood Frame,Double Pane 10 0.340 3 Door: 60611: Glass 40 0.360 14 Door: 3'with 2 sidelights: Solid 33 0.310 10 -joor: 29611: Glass 19 0.360 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1580 21.0 0.0 70 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 professional judgment, such plans or specifications areyj com liance with this Codg. NI / Date Builder/Designer ;/ M E R Y L K R A M E R a r c h i t e c t Ll+A Mr.Damon Rallis Southold Town Building Dept. PO Box 1179 Southold, NY 11971 May 24,2004 Dear Damon, Attached please find the plumbing riser diagram,revised structural notes and light and ventilation calculations for the Bartnenope residence additions and renovations. Please feel free to call with any further questions. LIGHT AND VENTILATION SCHEDULE WINDOW ROOM ROOM AREA LIGHT VENTILATION MARK SIZE (SQ.FT. RE 'D I ACTUAL RE 'D ACTUAL A 3OX46 LIVING ROOM 520 41.6 77.53 20.8 38.77 B 28X46 C 48X46 T1 I 28X15 T2 48X15 5 30X46 DINING ROOM 266 2L28 71.25 10.64 35.63 H(2) 26X32 KITCHEN 192 15.36 19.79 7.68 21.28 110 32X80 K(6) 26X56 SUNROOM 234 18.72 87.98 9.36 43.99 J(4) 36X56 A 30X46 STUDY 90 7.2 10.31 3.6 5.15 3 3OX46 BEDROOM 1 155 12.4 30.93 6.2 15.47 A(2) 3OX46 BEDROOM 2 110 8.8 20.62 4.4 10.31 F(2) 28X32 MASTER BEDROOM 180 14.4 17.2 7.2 8.6 T5(2) 28X15 D(4) 26X56 SITTING 150 12 54.37 6 27.19 E 48X32 T3 2 24X15 T4 48X15 DA a e AIA t`; 31 SOUTH- T R E E T P.O. BOX 683 GREENPORT, NY 11944 631-477-8736 631-477-8936 FAX 9. NAILING SCHEDULE SHALL BE AS PER THE WOOD FRAME CONSTR.MANUAL 1995 SBC HIGH WIND EDITION. ALL 2X6 STUD SHALL RECEIVE 5-101)NAILS AT SILL AND PLATE. ALL E ERIOR NAILS SHALL BE GALVANI D. 10. PLYWOOD SHEATHING TO WITH 8 d @ 4" o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. INTERMEDIATE. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS ATA MINIMUM. ASINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS.HANDLING,STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. GALVANIZED MACHINE BOLTS @ 12'0.C.. N'S��aEp AqL' ROOF 3°m ROOF VENT 13 1 ATTIC BATH ROOM#2 1�a 11 1/4T,:,2 '�� 11/4 r 1 1 �1 1/4 SECONDSHOWER W C. LAV. LAV. TUB. FLOOR 0.11 1�a 11/4 BATH ROOM#1 IC.O. KITCHEN r/'LAUNDRY 1/4 �~ 1/2 I_ 13 j1 a 1 F.A.I. J./44 �1 1/2 SI K 1 11/4 FIRST 112 W.C. B' LAV. LAV. W.C. HOWE FLOOR W.M. a TO C.O. 1 2 11/a 11/4 a SUFFOLK COUNTY HOUSE DEPT.OF TRAP HEALTH SLOPE" 1/4" PER FOOT PITCH TO SERVICES CELLAR MIN APPROVED SEVER LINE, BARTEN PE RESIDENCE, YO NGS AVE o s u AVE, ORI PLUMBING RISER DIAGRAM RA IR ARCHITE 8 REEN- Y 11944 31) 47; 736 d STEVEN L. MARES CA CONSULTING ENGINEER 199-07 W.MONI'AUK HIGHWAY•HAMPTON BAYS,NY 11946•(631)728-9480•FAX(631)729-9494 i December 21, 2004 Meryl Kramer 31 South Street PO Box 683 Greenport, N.Y. 11944 Re: Bartenope Residence Roof Rafters Dear Meryl; Attached please find my calculations for the roof rafters of the Bartenope Residence. In this calculation I have utilized the new building code along with the ASCE 7-98 Design Code. The major spans for the 2x12 rafters are over the Living Room. In the design of any rafter you calculate the loads based on the horizontal span of the structure. In our case the rafters span from 19 ft. to 21 ft. over the Living Area. I have attached a copy of the load calculation as well as my computer output. Note that the computer uses an allowable load of 900. psi for the #2 Doug Fir and calculates a deflection ratio of L/420. Well within design parameters. We have not allowed for any increased allowable stresses for load duration or repetitive loadings. Please review the items attached and advise if additionginfowill be required. SincSt P.E. JOB us SHEET NO. OF CALCULATED BY DA CHECKED BY DATE SCALE .......... ... ... ........... row Fl �17 ........... ...... .......... ................ . ........ ........ S...' 111-40:4):.......... 50 ....................... ... . ........ 1c ; 19........... .......... ......... .... .......... .......... . .............. ......... .....V. ......... ..... i P � $�o_ ............ 11604 Z13 le 1 Ps i .......... . ...... .......... LI- e-I P. ........... ............... ............. 5 - ........... ........... ............. .... ....... .......... .......... .......... .......... .......... .. ........ .......... Ac BeamChek v2004 Ifcensed to:Steven Maresca Reg#905-377 Date: 12/21/04 Selection 2x 12 DF-L 02 ' Lu-0.0 Ft Conditions NDS 2001 Min Bearing Area R1=0.7 in' R2=0.7 in= Data Beam Span 21.0 ft Beam Wt per ft 4.1 # Reaction 1 TL 411 # Reaction 2 TL 411 # Bm Wt Included 86# Maximum V 411 # Max Moment 2155'# a*#.Weduced)- —374•#,.,,.,_ TL Max Defl L 1240 TL Actual Defl L/420 Attributes Section in' Shear in' TL Defl in Actual 31.64 16.88 0.60 Critical 28.74 3.12 1.05 Status OK OK OK Ratio 91% 18% 57% Fb si Fv(psi) E(psi x mil Fc-L(psi) Values Base Values 900 180 1.6 625 Base Ad'usted 900 180 1.6 625 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0 Loads Uniform TL: 35 =A Uniform Load A R1 =411 "' q„t-,_ R2=411 Q SPAN=21 FT Uniform and partial uniform loads are lbs per lineal ft. i,. 1 }} Edotion t t "fi afNjf „d I ti 3 F ft. F kry�{t�t��ytxlY h q�ki. yAUN�4 — A • "� ��a�.r.iJ04�ha.luezr6rFaa.n.:�a4..Cui:.t.; rof.:�anyW�,.�.ulY.x a,n..wNu�.�w 9�wi lW....,..1ALkfe: _._ kk1 F i AN"(oFAMILY DWELLINGS T. d tzxf yt�+: k6) s h g tea{ 1 rl American P Forest & Paper t Association t � �' American Wood Council r r' v"^Mf€ l�A #¢>t V4, ON :4 Table 3.241 Rafter Spans for Common umber Species (Roof Live Load = 20 psf, iling Attached to Rafters, L/A = 240) Dead Load=10 ps f Dead Load=20 ps f 2x4 2x6 2x8 2x10 2x12 11 2x4 2x6 0 2x12 Maximum Rafter Spans''r w Rafter Specie and Grade (tl-in) (ft-in) (it-in) ((t•in) (ft-in) (ft-in) (ft-in) (ft-in) (it•In) (ft-In) Spacing Douglas Fit-Larch SS 14 5 16-4 21-7 " " 10.5 16 4 21-7 Douglas Fir-Larch #I 10-0 I5-9 20-10 " • 10-0 I5-4 19-5 23-9 Douglas Fir-Larch #2 9-10 15-6 20-5. 25-8 * 9-10 14-4 18-2 22-3 25-9 Do u s Fir-Lash #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16.9 19-6 12 in. Southern Pine SS 10.3 16-1 21-2 • • 10-3 16-1 21-2 " Southern Pine #I 10-0 15-9 20-10 • • 10-0 15-9 20-10 25-10 Southern Pine #2 9-10 15.6 20-5 • * 9.10 15-1 19-5 23-2 7. Douglas Fir-Lamb SS 9-6 14-11 19-7 23-0 • 9-6 14-11 19-7 24-9 M1 9-1 14-4 18-11 23-9 * 9-1 13-3 16.10 20-7 23-10 Don a Fir-Lash 02 8-11 14-1 18- 2 - 25-9 8-6 15-9 is-3 u s - 16 in. Southern Pine SS 9-4 14.7 19-3 24-7 • 9-4 14-7 19-324.7 • Y( Southern Pine #1 9-1 14-4 18-11 24-i • 9-1 14-4 I8-10 22-4 Southern Pine #2 8-11 14-1 t8-6 23-2 • 8-11 13-0 16-10 20-1 23-7 Southern Pine #3 7-11 11-8 l4-IO 17-6 20-11 6.10+ 141 12-10 15-2 18-1 Douglas Fir-Larch SS 8-11 14•.0 IS-5 23-7 • 8-11 14-0 1&5 Douglas Fir-Larch 01 8-7 13-6 17-9 21-8 25-2 8-4 12-2 15-4 IS-9 21.9 Douglas Fir-Lawh #2 8-5 13-1 t6-7 20-3 23.6 7-9 11-4 14-4 17-7 20-4 Dou as Fir-Lash #3 6.9 9 11 12-7 15-4 17-9 5-10 8-7 10-10 13-3 15-5 19.21n. r . SoulhetoPine SS 8-9 13-9 IB-t 23-1 • 8-9 13-9 SoulhernPine #1 8.7 13.6 17-9 22-8 • 8-7 13-6 17-2 20-5 24-4 SouthernPine #2 8-5 13.3 17-5 21-2 24-10 8-4 11.11 IS-4 IS-4 21-6 $twthefn Pine #3 7-3 10-8 13-7 l6-0 l4-1 6-3 9-3 11-9 13-l0 16-6 Douglas Fir-arch SS 8.3 13-0 I7-2 21•t0 • 8.3 13-0 16 7 20.3 23-5 Douglas Fir-Larch #1 8-0 12.6 IS-10 19-5 22-6 7-5 Douglas Fir-Lerch #2 7-10 11-9 14-10 18-2 21-0 6-11 10-2 12-10 IS-8 18.3 DouitlasFir•Larc #3 6 1 8-10 11-3 13-8 15-11 5-3 i$ 9 9 11-10 13-9 24 in: ,. ...:. .. .., SouthernPine SS 8.1 12-.9... 16-10 21-6 • 8-112-9 16-10 21_6 Southern Pine #1 8.0 12.6 16-6 '21-1 25-2 8-0 12-3 15.4 18-3 21-9 Southern Pine #2 7-10 12-3 15-10 18-11 22-2 7-5 10-8 13-9 16.5 19-3 Southern Pine #3 6-5 9-6 12-1 14-4 17-1 5-7 8.3 10-6 12-5 14.9 i * Span exceeds 26 feet in length.Checkqources for availability of lumber in lengths greater than 20 feet. See footnotes 1 and 2. AMERICAN WOOD COUNCIL [ M E R Y L K R A M E R a r c h i t e c t JAN 14 Mr.George Gillen Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold,NY 11971 December 15,2004 RE: Bartenope Residence Tax Map# 1000-18-2-7 Permit#30363Z VIA FACSIMILE 765-9502 Dear Mr.Gillen, This letter is in response to your inspection comments dated 12/10/04. Revised floor plans are attached reflecting as-built conditions. 1. The LVLs between the Dining Room and the kitchen, and the Dining Room and the Living room are indicated to be triples,and were installed as doubles,as you noted. The contractor, Dan Finne will be adding an LVL to each girder to comply with the drawings. 2. Dining Room ceiling joists were shown to be existing 2 x 6. Contractor increased to 2 x 8. There will be 2 x 4 vertical hangers run at midspan to the roof rafters to reduce the span on the joists. 3. Sunroom ceiling joists are satisfactory at 2 x 8 instead of 2 x:10. 4. Roof rafters are shown as 2 x 12 @16"oc and are built that way. 5. Single 2 x 12 ridge beams in second floor bathroom and Dining Room are satisfactory. Thank you for your attention to-these matters. Please call with any other questions or concerns. es egards and ap It AIA n„4 yR 31 SOUTH STREET P.O. BOX 683 GREENPORT, NY 11944 631-477-8736 631-477-8936 FAX M E R Y L K R A M E R a r c h i t e c t Mr.George Gillen Southold Town Building Dept. Southold Town Hall PO Box 1179 Southold, NY 11971 December 22,2004 RE: Bartenope Residence Tax Map# 1000-18-2-7 Permit#30363Z VIA FACSIMILE 765-9502 Dear Mr.Gillen, Dan Finne has told me that you are still concerned about the 2 x:12 roof rafters that span across the living area in the Bartenope Residence. I have asked the Structural engineer who did the structural design of the house,Steven Maresca,to provide the calculations for the the area of concern. I have attached them here. I hope that this satisfies your concerns. Please contact my office so that we can authorize the contractor to insulate and close in the job. Thank you for your prompt attention to this matter. est ards'and,Happ I , Cc: n`flre s�and Steve Bartenope 31 SOUTH STREET P.O. BOX 683 GREENPORT, NY 11944 631-477.8736 631-477-8936 FAX 0 SURVEYED FOA:-00-e,00" BEeA/ADE1'E Ml/W Al , SUFFOLK COUNTY N.Y. I< LOCATL4 AT aeljf , . TOWN OF SOM7MOLO LOT AW OF DC&CLe/BED .4AWSAe7y CO.CUL NO. "LEO SCALE 1..-.,W' StJFFOIX CO. TAX MAP DATA:- � 016t./iCr101C! .SEC.Q/B•GO M SX.OF W LOT &W.& 0 N agoW w t 4�+� o '11 h � d MM MOM MK.TMI. - ---- -- ... .� - - - A 7.7 4p:p4b --- - To PJAM WMWci:I"• W ,� ON 919 O. An lot A � PM USE 014Y. me) SHOUD NOT K uuC ••i ASAW AAMWAI L I ��r�xess�vAd E�ssi 2s � C�,Wr.V t.VxlZe bo 0N( do/.X23 � SVIVEYEOA4R&Z 0/ 11100 dY 0 fib. 0 WILLIAM R SlmwwS in. ' P✓0 IOX 371 JAMESPORT.l l.. N.Y. 11947 '92, FLI NO.194M PAGE P4 ow-c-47 OAA1N11 BYO; ' . ctl/pMl�..n��.1/i�AM1A.M.uw��.t.+wnlii�ul�.ltl�lull�bra�.�,++Ian . TOWN OFOU MC4.0 , SUFFOLK G�JiUNTVI Wi'. � T CO. CM N0. FILED N/aL�D W /�7Han� � F �D U � 77.5. 3 uo . ASAW PS It Z � YOUN S ROAD EXIST.ASPHALT DR.TO BE N 9°083'40"W REMOVED NEW DRIVEWAY 120.00 1440.25 TO MAIN ROAD I I � a ® 183.5' EXIST. EW PAM Ic z 11 EXIST.PATI cc LjL MT.SHED TO z � — BE RELOCATED PROPOSED ONE STORY ADDITION RE OARAOE NEW WALKWAY NEW LOCATIO ^ � AND STEPS TO OF Sed ED CONNECTTO r"3 ti ,fi EXIST.PATIO , 4 120.00 S 9°083'40"E SURVEY INFORMATION IS TAKEN l U llOED NJ I VrL- '~�N 19900 BY�I MTED APRIL 8, R.SIMMONS JR. SURVEYORS. 199�2309e0¢9 FOUNDATION(1ST) FOUNDATION 1 PLUMBING 1010 w9l .1. io INSULATION STATE ENERGY CODE `"V / mm m 1 1 �, � •vru 1 .r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPATMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �V J Survey www. northfork.net/Southold/ PERMIT NO. V b / Check Septic Form N.Y.S.D.E.C. Trustees Examined J ,20 Contact: Approved Z ,20 Mail to: V F -- Disapproved a/c / SAP7PRVALPhone: Expiration Zg ,20 in pec or C r APPLICATION FOR BUILDING PERMIT Date { 'T 52001- INSTRUCTIONS 20©1-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. uloew, 4�-- (Signator ap icant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �r'chif�� Name of owner of premises ergs, t, A114 S k Kzl, (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:Q0 0 016P 1 House Number Itreet Hamlet County Tax Map No. 1000 Section 100 Block Subdivision Filed Map No. Ifnlxc A;ot .e; (Name) 2. State existing use and occupancy of premises an 'intended use and occupancy of proposed construction: a. Existing use and occupancy ! tilr b. Intended use and occupancy IL " 3. Nature of work(check which applicable):New Building Addition Alteration C Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be aid on filing this application) 5. If dwelling, number of dwelling units NurajVEN0 � each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 5$ . Rear W-1 Depth 2-Z- Height 15 Number of Stories I1kW Dimensions/gf same structure with alterations or additions: Front ���. Rear Depth 46 Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 0 � t ' 9. Size of lot: Front 'Z Rear 1 20 Depth 1/00 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P, 4 a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO J Will excess fill be removed from premises? YES NO YGr�Ip,YLSG�.���� �h,NY �►23� 14.Names of Owner of remises� Address� 7Ob 3�P/. brV Phone No:718- Name of Architect I"aw Address 0 BdC 693, (2 one No 441 8 t36 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-o-r-below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY �OnF,� {yl(' ) N t � --��- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is ther(/1 (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swbefore me S1 A W day of YG 201�_ tary Public afore of Applicant BONNIE 1.DOROSIQ Notary Public,State Of Nswllbtk No.01D06095328,Suffolk Cwob Term Expires Juy 7,20 j� M E R Y L K R A M E R a r c h i t e c t If A'y 2 8 2 Mr.Damon Rallis Southold Town Building Dept. - PO Box 1179 Southold,NY 11971 May 24,2004 Dear Damon, Attached please find the plumbing riser diagram,revised structural notes and light and ventilation calculations for the Bartnenope residence additions and renovations. Please feel free to call with any further questions. LIGHT AND VENTILATION SCHEDULE WINDOW ROOM ROOM AREA LIGHT VENTILATION MARK SIZE .FT. RE 'D ACTUAL RE 'D ACTUAL A 3OX46 LIVING ROOM 520 416 77.53 20.8 38.77 B 28X46 C 48X46 T1 28X15 T2 48X15 5 3OX46 DINING ROOM 266 2128 71.25 10.64 35.63 H(2) 26X32 KITCHEN 192 15.36 19.79 7.68 2128 110 32X80 K(6) 26X56 SUNROOM 234 18.72 87.98 9.36 43.99 14 36X56 A 3OX46 STUDY 90 7.2 10.31 3.6 5.15 3 3OX46 BEDROOM 1 155 12.4 30.93 6.2 15.47 2 3OX46 BEDROOM 2 110 8.8 20.62 4.4 10.31 F(2) 28X32 MASTER BEDROOM 180 14.4 17.2 7.2 8.6 2 28X15 4 26X56 SITTING 150 12 54.37 6 27.19 E 48X32 2 24X15 T4 48X15 D Agchi e AIA N � 31 SOUf`fT';t" REET P.O. BOX 683 GREENPORT, NY 11944 631-477-8736 631-477-8936 FAX 9. NAILINGSCHEDULE SHALL BE AS PER THE WOOD FRAME CONSTR.MANUAL 1995 SBC HIGH WIND EDITION. ALL 2X6 STU SHALL RECEIVE 5-101)NAILS AT SILL AND PLATE. _ ALL ER OR NAILS HAL�BEGALVIANIN-'D. 10. PLYWOOD SHEATHING TOWITH 8 d @ 4' o.c. EXTERIOR EDGES AND 6 d @ 12' o.c. INTERMEDIATE. 1L ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'TECO'OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' 1.VL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS.HANDLING,STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2'DIA. GALVANIZED MACHINE BOLTS 0 12'O.C.. !' \g,�ERED A. ROOF 3"o Roof-vFNT 13 i ATTIC BATH ROOM #2 1 iia Li 1/2 i SECOND 03 SHOWER W C. LAV. LAV. TUB. FLOOR Ll C.0.{ 1:V4 111 BATH ROOM#1 {C.O. _ 3" KITCHEN LA 1/4 a v2 �a /a 1/2 �1 V4D.W. S W.M. I I I ' � a i FIRST 1/2 W.C. LAV. LAV, W.C. HOWE FLOOR 3 TO C.O.{ 1�/a 1114 3 SUFFOLK COUNTY Ho% DEPT. OF TRAP HEALTH SLOPE" 1/4" PER FOOT PITCH TO SERVICES CELLAR APPROVED UMM SEVER LINE BARTENOPE RESIDENCE, YOUNGS AVE, ORI. PLUMBING RISER DIAGRAM RA NR ARCHITE N �9� 'fEEf 11944 �_?:31) 47' 736 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: f' / jl /04 APPLICANT: ' DATE SUBMITTED: /04 SCTM# DISTRICT: 1,000, SECTION: _ BLOCK: �, LOT: _ ,SUBDIVISION: ADDRESS: CITY: nft'&_r4 ZONING DISTRICT: CONFORMING? IV� BUILDING PERM S 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 LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7, REQ. LOT SIZE: ACT. LOT SIZE: 2QODo REQ. LOT COV. ACT. LOT COV. ✓ REQ. FRONT q& PROP. FRONT REQ SIDE i �" ACT. SIDE- REQ. REAR PROP. REAR ,� REQ. 14EIGHT PROP. HEIGHT PROJECT DESCRIPTION: ��AL'1S ESTIMATED PROJECT COST: PMr— T/ENGINEER: WATER FRONT? `-"--O�MESCI IPTION: PANEL # J6Z FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DST: YES or �(BED#): DTE: _/ / PERMIT#: TOWN SEPTIC RECEIPT: Y ol�:J NEW YORK STATE DEC: PRE DEC 9/1/75 YES or(90 DTE: PERMIT#: x SOUTHOLD TOWN TRUSTEES„ : YES o DTE_ / / PERMIT#: TOWN ZONING BOARU-APPROVAI Y >or NO DTE: ST(, / PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or _DTE: / / PERMIT#: TOWN HISTORICAL/,PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): ES r NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: y SF SECOND FLOOR: 2 SF OTHER: SF INIT OTHER TOTAL TOTAL: \ SF FEE FEE FEE q0 L 7( t �3 SF)- ( 'j''Q SF)= ljD�_SF X $ '?G =$;)W +$ +$ _$ 4�Q�� 2. (— SF)- ( SF)= SFX $ =$ +$ +$ _$ 3. ( _SF)- _SF)= SF X $ _$ +$ +$ _ $ FINAL TOTAL: $q� ' 00 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC,/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 V/Wind Speed: 120MPH V Seis is Desi n Category: B Weather' Frost Depth: 36"✓ Termite: Decay: S-M 4 Design Temp: 11 Ice Shield Underlay: YES " ood Hazards: MIA CUPANCY CLASSIFICATION: �-� HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: *(��V—ES�IGN—C�RIT��RIA:�INEERED/P CRIPTIVE E3 d1L►)►N b Copt° FULL FRAMING DESIGN ELEMENT : Y/N 5+�awS N b HEADERS: Y/N WALLS UDS: Y/N / GIRDERS: Y/N CEILING JOISTS: Y/N FLOO JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y DESIGN LOAD CALCULATIO : Y/N 140/ LIVE: Y/N DEAD; Y/N SN O ': Y/N SEISMIC: Y/N WIND: YIN WINDOW ANIjbOOR SCH DULE: MIS"IT • UIREMENTI/N l /N V Lf sHT 8%: Y/N VENT , G/CONSTRU ION SCHE LE: Y/N ME /N i PLUM ING RISE IAG LOCATIO OF ROTECTION EQUIPMENT:�/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Pf APP AS NOTED COMPLY WITH ALL CODES OF DAT : B.F.11130 3Z3 NEW YORK STATE&TOWN CODES . '9 4 oQ� FE O9% BY; AS /QUIRED AND CONDITIONS OF QFNEN`ly' NUIIFY BUILDING DEPARTMENT AT �6y)r _SQMIOLD7OWNIBA 765-1802 SAM TO 4PM FORTHE - FOLLOWING INSPECTIONS: + - - 1. FOUNDATION - TWO REQUIRED - SOUTI{QLDTONMTAUSTEES - - FOR POURED CONCRETE NAS.DEC - + �/ /+ �y - 2. ROUGH - FRAMING d PLUMBING - . 1 OUNGS ROA � 4. FINA3. L - CONSTRUCTION MUST v . , r 1 ION em yzyW BE COMPLETE FOR C.O. ' OCCUPANCY OR _ ALL CONSTRUCTION SHALL MEET THE EXIST. ASPHALT REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL - _ DR. TO BE YORK STATE. NOT RESPONSIBLE FOR Lr rtA c REMOVED,, NEW DRIVEWAY- DESIGN OR CONSTRUCTION ERRORS. WITHOUT CERTIFICATE:,: N s°oa'ao°w% 120.00 OF OCCUPANCY 140.25 TO MAIN ROAD o C WIFICATM OF n NAILI (pCONNECTIM ALLCONSTRUCTIOI+ISHALL- LIDQUIRED. MEETTHEREWIRBMEITSOFTM ''� °r CODES OF NEWYORKSTATE. � I I 1, � 46 47 Z -- SECON SSTORY FL ZONE NIG} 1_ GO PLY WITH CHAPTER"46" _ RockyPf Terry Pt '46- EXIST TION ON FLO D DAMAGE PREVENTION F— UNDERWRITERS CERTIFICATE SITE EXIST. EXIST. ONE SOU HOLD TOWN CODE, g REQUIRED ° = cE 18.5' STORY HOUSE 58.1' A+ EnsruANroN q,- O P UMBERCERIIFICATI ON PURSUANT E RETAIN STORM WATER RUNOFF N 9'eACN °e/ENI/ATN �,,. 3' _- -__- — — - r ', ORIENI �r 'I W / ON LEAD CQNTENT BEFORE N SECTION 45.106 DO n EXIST. PATI( / _ CEA IFI 1PANCV Q OF Inc TOWN CODE. od — T S LDER USEq NV WATER . EAST A R 1 0 N o '- ,g4. s Z 1, " c S PLY SYSTEM CANNOT W PLUMBING �I E EED 2/10 OF 1%LEAD. W ALL PLUMBING WASTE } Onen+Y.C. +{r a �. "+ - ---- FJ.S`_-�"- 6L61__ --IV ' .�+5 � 6WATER LI RE v ic. i \ TESTING BEFORE COVERING W '� - ' Rs� 25 y ��:n_ --- --- /„ E 289_ I �N PROPOSED ONE \' EXIST. SHED TO Z STORY ADDITION BE RELOCATED pONOTPROCEEDWITH {— r/l Z FRAMING UNTIL SURVEY \/J �^ 0 R I E N T � s I 12, OF FOUNDATION'LOCATION 0 j* � W o PROPOSED HASBEENf- W o NEW WALKWAY / GARAGE N a AND STEPS T0� CONNECT TO -NEW LOCATION ZZ 0, J � H A R B 0 R J n EXIST. PATIO OF SHED r . � wQ Q a . Cfeves.Pf SOUTHOLD O. O ' Peters Neck §HELTER ISLAA $ Z Z o W � S Q o C- / Hay Beach Pt N � �' 0 IF Q 120.00 c I ` P,crdr.P+ LOH S 9° 08'40"E Long Beach Pt SURVFROM S INFORMATION DATED AP ILKEN FROM SURVEY DATED APRIL a, 1990 BY WILLIAM R.SIMMONS JR. SURVEYORS. - -. LOCATION MAP SITE PLAN N.T.S. I LEGEND ABBREVIATION a:'' a 1 DRAWING LIST SITE DATA SYMBOL DESCRIPTION SYMBOL DESCRIPTION +# .a SHEET NO 'DRAWING TITLE DATE SCTMk 100018-2-7 SECTION SYMBOL e a men n error r m ' w I SECTION NUMBER Iol DOOR NUMBER VQ IDIS m a I I OWa a 1 TITLE PAGE WITH SITE PIAN 2/12/04 PROPERTY ADDRESS YOUNGS AVE.,ORIENT,NY 510 _SHEET NUMBER, OVe m5 oor lame f Bn mencanInstitute0 rc la OnH V tl f a 2, 2 CODE SHE,9T - 2/12/04 PARTITION TYPE American institute 0 Electrical Engineers ImanSlOn 0 U PC 6 q M - - 3 FIRST FLOOR PLAN' 2/12/04 THERESA AND STEVE BARTENOPE merlCan n5 UBO e 0 C 00 OWn F 4 SECOND FLOOR PLAN AND ROOF PLAN 2/1WD4 OWNER ELEVATION SYMBOL uminum 5 BASEMENT PLAN 2/12/04 8 ELEVATION NUMBER © GYPSUM WALL BOARD efna faW en Ura I r - o M Arcrifted LOT COVERAGE SITE-18703 SF. a p,o —SHEET NUMBERAMPmere eva ex mum `8 EXTERIOR ELEVATIONS AND DETAILS - ' 2/12/04 HOUSE-19825F. - 7 ` EXTERIOR ELEVATIONS,, 2/]2/04 ' GARAGE-284 SF. ® METAL American oca 0 0 e n ers on moa! I! 0 Onln Malt U8 mezzanine LOT COVERAGE-12 % DETAIL FUO SYMBOL , CONCRETE(SECTION) - 8 -$UILOING SECTION 2/12/04 manCan OCIa Mechanical n veers m men Minimum W Ib 9 BUILDING SECTION 2/12/04 —DETAIL NUMBER mencan ouie Or e5 n aenaS e C 0 f 00 of SCa aneOUS 10 ELECTRICAL PLANS 2/12/04 ZONING R-00 61 —SHEET NUMBER ® SWnHHWOODBLOCKING OSf e - p. OC n 0 SURVEYOR WILLIAM R.SIMMONS JR.P/O BOX eam National lua a - ' - 377 JAMESPORT, L.I.,N.Y.11947 WOOD BLOCKING 0 0 eB INSf - a Ona Ca an0 !a Svlfm MRA I.' ,w �-� (SECTION) fl efma 00 umn r yY' COLUMN LINE n - ALLOWABLE- 35 FEET �-/ Ifa 0 0 e BUILDING HEIGHT ACTUAL 28,1, - © FINISH WOOD In - W. ef8 ImalISI00 ' eramlc ` - ENERGY CODE With BUILDING EXCEEDS MIN.REQUIREMENTS SET FORTH BY N.Y. - IC ee ! nU a aU a n n of STATE RESIDENTIAL BUILDING CODE-SEEATTACHED REPORT ® PLYWOOD(LARGESCALE) of lRe a00 a lam f ELEVATION MARK OS aVBnli Un ar $ITEPLAN, LLK. ear enera n e n Outer WP WHIM DESIGN CRITERIA TYPE OF CONSTRUCHON-WOOD PLATFORM FRAMING'-DOUGLAS FIR#2 NEW WALL " Umn Um S Oa OSB - - SNOW LOAD-45 PER Q Concrete 0f ware 4` - FIRST FLOOR- LL 40 PSF. _ EXISTING WALL CUNSF Ons 0 0 OW B a Um - m na EQUIPMENT NUMBER n 10005 OfIZO SECOND FLOOR-LL 30 PSF. _ ____ a0 OUr WIND SPEED-120 MPH. ver Q aaf na FROST LINE DEPTH- 36' - REVISION SYMBOL — �.— — U 10 nSl a ale of O IS " QQ DEMOLISH WALL SEISMIGZONE-B _ 0 10 OC 11121 OU of - WEATHERING-SEVERE O WINDOW INSULATED WALL - U C of - n e nC 0 an f UBfe TERMrrE DAMAGE-MODERATE/HEAVY n mla n an ., - . . DECAY-MOD/H'VY UbL Male n3 a nsua nBUa II - - - ICE SHIELD UNDERLAYMENT REQUIRED - '' TIS. RF om es riP 4�n ' ` Nail Sizes I Nail Sp acin m`�a `� �' •� FRAMING NOTES RdfEerto Top plels(Tpdtul .. 3 Sd per miler SIMPSON LSTA-20 GAGE Cellhlg JoWtaToPPlapillp metled) ; _ 3-9d per Joist L ALL FRAMING LUMBER SHALL BE GRADE STAMPS RIDGE STRAP-ALL ROOF RAPIERS _ X Q+ GelAngJolst to Parallel Rafter(F'ace-nelled) SIM each lop DOUGLAS FIR-LARCH STRUCTURAL GRACE No. 2 OR - �,.'' - _ •r Op Calling Joist to nJistapsuer partitions 4.38d each la l p BETTER. _ _ _ 2 x 8 RE 0 EACH RAFTER BlockULgp Reiter R(oe+ta atled) _ 2-8d. eacperh and 2. ALL SHEATHING TO BE APA RATED,EXPOSURE I,5/8" ` IN LIEU OF STRAP. _ MIN.THICKNESS OR AS NOTED. _ ICE SHIELD UNOERIAYMEM - - Rim BoardtdRafter(6n6eefletB 3•S6d each end - _- - 3. ALL SUBFLOORING TO BE APA RATED STURD-IFLOOR, - \ '�+. REQUIRED-24"FROM EDGE EXPOSURE L 3/4'MIN.THICKNESS. ALL EDGES OF TopPlete to Top Plate¢ecFtlatled) 2-15dper foot PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND -Tap Pisls M Imeisec(IOns(Faee-noAed) 4-16d JointaeichaMb NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS, � \ � HURRICANE CUP - Stud toStud iFaxaatlea),; 2.164 24-o.c. - HeaderttjHeeder(Fa°o-naAad)' • 16d 16"o.c.along edges 4. ALL HEADERS 6'-0'ANDOVER SHALLBE SIUPPORIED _-------- � y``M, ALTERNATE POSITION OF - Top or Sodom PMetoStudjEnd•nalled) 2-S6tl per 2x4 atoll WITH DOUBLE UPRIGHTS, 9-0" AND OVER WITH � � HURRICANE CUP USE B(D 04' I TRIPLE UPRIGHTS. ALL HEADERS SHALL BEA ���\ SIMPSON H3 TE$.TT�T'Z/S?„!Q4 2,16d per 2x6 stud MINIMUM OF 2-2X80R AS SHOWN ON DRAWING. - 2-16d per 2x8 stud Bottom Plete'to Floor) ndJoist,End)oistar Blocking _ S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Bottom Plate o!rt•�a - 2-16d perfect AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED(Fa - -- 0 S'-0' O.C.MIN, PROVIDE 2'SPACE FOR AIR _F FLOOR FRAMING CIRCULATION IN ROOFS. - SJ. Joist to Sill,Top Piste of Glider'(Toe-railed) ', 4-Sd perJolat 6. DOUBLE FRAMING AROUND ALL OPENINGS(skylights, SIMPSON H2 HURRICANE CUP NAILED.FROM " ^+• M9T97 METAL S11L1P Brldgingto Joist(TovInaitd) 2-Sd each and stairs etc.)ORAS NOTED ON DRAWINGS. NAILSPROVIDEBD COMMON BloNinglo Jalal(TOe�nelled) 2-8tl each end RAFTER TO STUD.- NAILS 04'O.C.AT ®JACK POST TYPICAL ALL RAFTERS G BloeWhg lo3NlwTop P41te(Toe+latlad) 3.led each block 7. DOUBLE UP FRAMINGSOTED N ALL POSTS AND PARALLEL EXTERIOR EDGE OF ALL W/4-Bid NAILS O48' 5-Btl NAILS EACH END Led{gear StdDtc Beam(faoenalld) � 3•S6d eschJoist PARTITIONS OR AS NOTED ON DRAWINGS. e SHEATHING. ,'` EACH END-TVP._ - Jolstod Ledgerto Beam(lbomm ed) 3-ad perloat -Bend Joist to Joist(End�aiMd) 3-16d perJoist S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED _ f Bend Joist to Sill or Top Flat al'tle"aped) 2-16d per foot - WITH RATED GALVANIZED METAL CONNECTORS BY APA RATED PLYWOOD TO /°'�• .- 'TECO"OR APPROVED EQUAL EXTEND TO TOP OF TOP ^+' R I PLATE ✓'" - 9. NAILING SCHEDULESHALL BE AS PER THE N.YS. """ 4-Bd NAILS Structural Panel J ` 8d 4"om.perimeter nine BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS MST31 METAL STRAP fie (x TYPICAL' ' - other 6-o.c.edges of SHALL RECEIVE 5-10D NAILS ATSILL AND PLATE. � � @JACK POST - panel,12'o.c.Interior ALL EXTERIOR NAILS SHALL BE GALVANIZEDI- MST27 0 STUDS w/4-ed NAILS 048"O.C, Diagonal 6oardSheatMng of Panel - 10. PLYWOOD SHEATHING TO BE NAILED WITH IN d 04" ( EACH END-TYP. - 1'%6'or1"x8'. 2-Sd per support O.C. EXTERIOR EDGES AND 6 d 0 12" m.c. per support INTERMEDIATE (W{ 1'%IIT'W wider 3 Btl • FLOOR J IST 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING _ _ _ AND WATERPROOFING SHALL SEBYARCHrFECT. -- -- _ DOUBLE IO. A ---Gypsum Wallboard - 5tl Tetlge/10'fleM PLYWOOD SHEATHING 12 ALL ROOF RAFTERS SHALL IZ ATTACHED AN THE PLATE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE TO OVER LAP BOX _ EAD 1 ' VVALLSHEATHING CONNECTORS BY 'TECO'OR APPROVED EQUAL, FOR 2x6016"O.C. �- BEAM-TOP+BOTTOM. . e'�ar Structural Panel - Bid _ (see table 3.9) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE STUDS _ /- CLIPS AT ALL PERIMETER JOIST TO GIRLOER W �g Flberlioard Peneis ' CONNECTIONS. y .;'^J"""°' SIMPSON WIDE-20GAGE , 3: Z {PPP 4P/ v 7/16• 6d 3'edge/6"Rekl ,...^" .METALSTRAP04S'OC. L I,,. r r. 25/92' Btl 3"edge/6"Flats 13. ALL PRE-ENGINEERED LUMBER SHALL BE: GEORGIA 6 " J / MAXIMUM, r r� Z_ PACIFIC GPI SERIES WOOOJ-BEAMS ANDI LVL „, O V� PRODUCTS OR EQUAL. ALLJOISTS, GIRDEIRS AND 1 ,,.�` Gypsum Wallboard 5d 7-edge/ID'fleld HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 4.8d NAILS ) �•,, ""� _ IR . " Hardboard 8d (see table 3.9) AS PER MANUFACTURERS RECOMMENDAITIONS. WEB ^�,,..� '^,r Particleboard Panels Btl STIFFENERS SHALL BE REQUIRED AT ALL UOAD AND I 1" _ (see table 3.9) BEARING POINTS ATA MINIMUM. A SINGLE 13/4' WRAP STRAP TOPOFfOUNDATION Diagonal Board Sheathing - "'' 1"xe'or1'x6' 2-� LVL RIM JOIST SHAM BE REQUIRED AT FLOOR N IL NAILS) w� „•r.^' !!J( 0 , I ' per support PERIMETERS.HANDLING,STORAGE,AND ERIECTION OF AROUND SILL PLATE � x I&oralder 3-Sd per support COMPONENTS SHALL BE AS PER MANUFACTURERS AT ANCHOR DOLT .^ +' FLOOR SHEATHING RECOMMENDATIONS. 11/2' NDE-20 .-•°"" •"•� F 1]/2"WIDE-20 GAGE Structural Panel - 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 RDWS OF 1/2"DIA -- - -'-- - - METAL STRAP 048"W. - Q 1.or len _ 8d 6"edge/17 field GALVANIZED MACHINE BOLTS 012'D.C.. greatertnan]!_ 10d 6"edge/6'field (', NAL SHEATHING TO SILL PLATE FLOOR JOIST .0 V, Diagonal Board breading, z V -- - - - -- - - - ,�--go NAILS O4'O.C. 1'x6'or'1'x B' - 2-8tl per suPDort 2r#5 REfiM M-1.,. A' °sir . 'u" a r i r � 1'x'10'orWi S-ed persupport - WINDOWS - GLAZED OPENING LU 2x6SILL PLATE _ - . e ytrt &;I ACQ TREATED 1 NeRing requlremeMc are aased.on wall sheathing nailed 6'on-center at the panel edge.If wag sheathing is nailed 3'ancenfer atthe panel edge WCMelnhlghersfpercepacltka;nailing repulrements forstructuPel members shall be doubisE,or alternate connectors,such as Sherr FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING SEE FOUNDATION DWG. " +It-' fi 5/B'x 12•A.B.048"OC. ' ; , JI• ' rr I _ pletrsl shell by used m maintain tha_bad path FOR DESIGN. w/FENDER WASHER. , THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996A9 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES tFfi F"';,• T 1 ' :• T ' 2 When wall sheatNngls continuous mar connected members;the tabulated number of noir shall be permitted to be reduced to l-16tl nail LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING -Perfect. - - TO WINO ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99.GLAZING CONFORMING SECTION ELEVATION - TO WIND ZONE II,MISSILES CAN BE USED ATA DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. HOLD DOWN + SHEAR CONNECTION CRITICAL PATH ' - PROTECTIVE PANELS TUBE PROVIDED FOR ALL AREAS BY: - - ' GENERAL NOTES A-CLEAR SHIELD HURRICANE+SECURITY PANELS-631-2875080 OR B-QUICK GUARD STORM PANELS.631-287 533D - L ALLWORKMATERAL,AND EQUIPMENT SHALL BE IN 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO OR C-CUSTOM-FABRICATED PLYWD.PANELS-SEE BELOW ACCQRDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT BE _ - BUILDINGCODE,AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND CONSERVATION CDDE,AND LOCALAUTHORMES. _ OWNER. - PROTECTION DEVICESTD BE INACCORDANCE WITH LARGE MISSILETESTOF _ ASTM E 1996 AND OF ASTM 1886.AS NOTED IN NYS RESIDENTIAL CODE. ( (' - 2, ALL CONCRETE SHALL BE SIDNEAGGREGATE WITH 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY dTi,N. - -' MINIMUM 28 DAY STRENGTHOF30Dp PSI SHALL BE DESIGNED AND BUILT IN ACCORDANCE - - `""'r' 1 •"'�^-*�� ! WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. 3. ALE LUMBER SHALL"BE GRADESTAMPED DOUGLAS FIR. sv LARCH STRUCTURAL GRADE 02 OR BETTER. - 14, THIS STRUCTURE HAS BEEN DESIGNED IN 14' fi ACCORDANCE WITH THE NEWVORK STATE ENERGY WINDOWS - GLAZED OPENING 4.' PROVIDE,DOUBLE HEAOERB AND TRIMMERS AT ALL CONSERVATION CODE �. ••.r., ,t ,,, STAR AND FLOOR OPENINGS'POSTS AND PARALLEL PROTECTION IS REQUIRED FOR ALL GLAZED AREAS IN - Stp IF T6 - PARTIRONB,EXCEPT AS NOTED ON ORAW1N01 15. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL _ ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 F . hj - CHANGES PRIOR TO AND DURING CONSTRUCTION. AND ASTM 1888.CONTRACTOR MAY USE WOOD STRUCTURAL " - •-.,.L. ' 5, B FLOOR NG BEAMS. SP PACING N FOR ALL JOISTS AND I PANELS IN LIEU OF THE ABOVE MENTIONED WIINDOWS.PANEL 10°< < 18. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE �s„"„ 0< t-•n .� , FLOOR BEAMS. SPACING NOT TD IXCETI)B.0 FT. � DETAILS SHALL BE AS FOLLOWS f tt e G 10° ',d �' 8� 3O° ' •' COAT EPDXY PANT, ALL FASTENERS TO BE A51T4 6. ALL DIMENSIONS ANOGPADE CONDITIONS TO BE A325 BOLTS,3/4"DIAMETER. VERIFIED 6Y 00ETITRACTOR(S)PRIOR T057ART OF r MAX. �_ CONSTRUCTION AND ORDERING OF MATERIALS THIS IT. CONTRACTOR SHALL OBTAIN ALL PERMITS AND GABLE ROOFS -aT FOUNDATION HAS BEEN DESIGNED FOR A SOIL INSURANCE NECESSARYTOPROTECr THE ENGINEER HIP ROOFS PROVIDE Bill COMMON NAL504'O,C. - - _ BEARING pAPACIIY QF TWO 2)TSF AND GRADES - AND OWNER. ° LE53 THAN 5%. QONIRACTOR SHALL VERIFY THAT -- 1/2"PLYWOOD 10o< 0,< 300 AT ALL OTHER PORTIONS OF ROOF t 4 ¢ + THESE CONDITIONS AREMEr. ALL FILL BENEATH . . 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS PANEL TYPICAL 9 M CONCRETE $LABS TO BE COMPACTED TO 9516 UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE 5 6 I E R" �- ..RETATNEDENSI7Y "- 19, PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 48-21/2"WOOD .�.. 7. ALL HEADERS.B.O FT IN LENGTH AND OVER TO BE AND IN BASEMENT(IFAPPLICABLE). POSITION NEAR e¢I SCREWS012"D.C. , • SUPPORTED BY DOUBLE'UPRIGHTS,9.0 FfAND MR - - SET IN T'FROM - J W.4 p mIs 'ENTRY FROM HDUSE'TO ATTACHED GARAGE AREA EDGE OF PANEL _ �.` q r MINIM PLE WW,GHTS. ALL WN ON lq BE to 0 MINIMUM OF 2-2ABOR AS SHOWN ONDRAWINO. 20. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EADH LEVET.OF DWELLING AS REQUIRED BY $. PROVIDE FIRESTTIPPING AT ALL LEVEL "NEW YORK STATE BUILDING CODE. - + - _ ,] - w PENEM13ONS - LARGER PANELS TO BE fT _ CUSTOM DESIGNED. - x, .9, PROVIDE' FASHING AT 'ROOF BREAKS. 2L ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO PROVIDEr : ' AN EXISTING DWELLING REQUIRING A BUILDING PERMR - tTW PORTIONS OF PANELS IN HIGH PRESSURE ZONES.RIOR AND DEYKS MICiR3 FJ(TEryIQq DOORS, WINDOWS PANELSTO BEPRECUTTO FlTWERWINDOWSWITH AND DECKS EIC. - - - NOW REQUIRES iHATALLSLEEPING ROOMS IN THE HARDWARE PROVIDED FASTENERS TO BE DESIGNED TO A1� - '- • 1' HOUSE BE UPGRADED WITH HARD WIRED& - ALIGN WITH WINDDW JACK POSTS,HEADER+SILL PLATE 10. LMT NfffSCALE ORAWINBB.; - _ INTERCONNECTED SMOKE ALARMS. PANELS TO BE MAINTAINED ON SITE.LAGER LOCATIONS ON - _ NOTE:e-4FT,iN ALL CA4E'$ rte EACH PANEL _ GABLE ROOFS 11, DESIGN f'ANSULTANTS OR'RECDRD ARCHITECT. . . 22: THE NYS CODES ALSO APPLY TO ACCESSORY - ENGINEERS-ARE NQT f)EBPONSIB4E:PWT THE ; SiRUCTUREDESiGN. 1OaG < 4rJ° - •1 INSPECTION,SUPERVISION;ORADMR1ISTRATION OF - C'rObESHEET _ THIS CONSTRUCTION PRO11E0T,; FEDERAL, STATE 23, 6ARAGEDQQRS-TD BE RATED FOR 120 MPH,WIND LOAD ' AND LOf'.tTJ:ZDNINq ANDBUILWNG CODE,COMPLIANCE CONITT, BE THE,RE$F 1IHSTRIL{TY OF THE COMPONENT AND CLADDING PRESSURE ZONES .CONTRAGiDFS' - - - L A F DaOR:SCHEDULEop4 Wv© e F Uf T' '.SIZE; COMMEAITS' 10.1 3'-0" x 6",8x 1p2 2'-4" x 6'^$" \\ rt3 aW DJ1xpi Q3' r :4•_61' x 6'-8" I \\ - FINAL;(VIEW N11%0{ 1.04 � 2'-0'''x v-8" 105 . 2' 0l•x 6'-8" air 106 2' 0" x 6'-B" _ _----_ ---_—.. --_-_—.- -_–__ .-- 58-2" X08 x " air 107 6•-D" x 6'-8" ANDERSEN FWH 60611 PALR -- -- ---_ 442 - - --- -- - --- -- - - 3 0Q ' 64" x 8'-0" ANDERSEN FWH 548DAL V..I.F. a�I 110 2'-8" x 6'-8" ANDERSEN FWH 29611.AL 111 2'-6" x 6`-8 — -- 01 G-V" x 6'-6" pocket . :�\ --NEW WINDOW IN IXIST.OPENING - ALIGN - / \ 202 Z4' x 6'-8" \ \, / --- _ UP .-. .. a , 'TYP. 1 B� 203 2'-0" x 6'-8" air A;' x204 r_D' x 8•_8•, air \ A,----- — -- --- - - - 205 '2''8'1x6'-8" OOket a / E%IST.CONCRETE PATO OBE REMOVED DOOR - LINE OF FLAT CEIUN ABOVE --REMOVE CONCRETE APRON : 3-2x10 - � X101' /BEDROOM #2 STUDY �/ — — z _: EXIST.WALL TO BE REMOVED,TV,-' j – WINDOWSCHEDULE — �— A UNIT DESCRIPTION ROUGH OPEN ING (wxh) COMMENTS 5 A// ;Toa) ; 1031 _ _- FURROUTEXnucNwLSTO2x6TO 2-2%4 I z t A [TW 3046 r3'-2 1/8" X 4'8 7/8 EGRESS EX I UP 1 - - - .. - --- - - - 1oz B TW 2846 12'-10 1/B"x4 -8 7/8" / CLO. \ _ 'I .__ _ I _ __ - _ EXIST.GARAGE SLAB TO o- § _ LIVING ROOM Lu C �DHP31046 3'•117j8'x4'S7/8" dht LIN. - a-2xsPOST REMAIN - 'x - (EX') HALL 1i1) D TW 2432 2'-6 1/83'-4 7/8' CL -_�� _ --NEW ODD STAIR A __ E JTW 31032 3'0 1/8 x 3'-4 7/B" CLO. ALIGN iJJ ^ -r2'd7/8"X3'-53/8" ' - iEGRESSW/ CHECK RAIL \ �IX) �IX )/ W� LooRABOVEAND - w Q ,�. G CXW 135 _ 3'-0 1/2 x 3'-5 3 8" `EGRESS W CHECK RAIL op r / / W WINDOW IN IXI6T.OPENING .__.__ —_ _�___ - _ H TW 2632 2'•8 1/8"x 3' 4 7/8" A` 1oa BATH # 1 -- - - - - - -- - - J - � DINING ROOM J. TW 21056 3'-0 1/8'"x 5'-8 7/8" OOTTAGE �'' LAUNDRY - Roo ND SHELF --- r— -`-- - - - KX2'-8 1/8" x 5'S 7/8" COTTAGE ® BEDROOM #1 PIZ 7W 1832- ------------- -, _-IV-101/8" X3'47/8" f -- III a M 2813 2'-8 5/8" X 1'3 3/B" BASEMENT O } NOTE:ALLTRANSOM TO WINDOW CON NECTIONSTO_ BE DIRECT MULL _ ( / F / Tl DHT 2815 - 2'-10 :L/8"8 X 1'-7 7/8" ' a ------- --- -- - m -3-2X6 MST �_.�__ __ ,. __._ ._. __ _i-,'- 1 m / '� los, BATH # 2 � , �-- --- — T2 DHT 31015 (SPR) 13'-11 7/8 X 1'-7 7/8" - -- _ // ,� -- - _ a 13/4 x T3 DHT 2415 2.6 1/8 X 1-7 7/8" _ _ -__ _ - •2-2L. T4; 'DH_T_2_1015-'SPR)__ _ 3'01/8" X 1'-7 7/8' -� A �;H) REF. ., # � T5 AR 2512_47/8 X151/2 -JEwWNDOwINIXST. �IOa - w� 1 -- - - - °� K' _ - T6 AR 31 3'-01/2' X1'-51/2 i -_ ___ OPENING �: ___ – - T - - _– – .._. - .– _ - ___ –__-LINE OF OVERHANG ABOVE T7 �NOTUSED - - - r UP2R071/2' - - .- e r T8 DHT 26151SPR - - - 12'-8 1/8" X 1'-7 7/8" to Hi - TRAY CEIUNc REMOVE MIT.BATHROOM V ( ,/ - FIXTURES AND FINISHES Y \ 2-2X6 POST -- 1-2 - / tq - TILE FLOOR KITCHEN 3-2X6 POST I � � wl W I \K1� SUNROOM D _ ALIGN HEAD Hf.OFJ AND _-_– WINDOWSANDDOORk109WITH 3.24 - - WINDOWS INREST OFHOUSE(+/- - \ - .. . 83"ABOVE IST FLOOR)== rH . K l I� 2.1om�1s°o.c. -- - �Z — o _ w TLJ 2-9" 2'-8,:/2" 2'-81/2" - ✓ m 2'-0' '-01/8' 3'-01/8" 3-0 VS' / 3'-01/B• 2'-0' RO__ R.O. R.O. 3- ' 31j2 3' w M H - R.O. 3" R.O. LINE OF$ILL BELOW 13 1/2 16.e_ m . 5/4'TRIM - --- PLYWD.SHEATHING _ n —5/8'GWB a"TRIM LEGEND (�sr:FLooR p , I 3 e EXISTING WALL DEMOLISH WALL - -_ FLAN DETAIL @ TYRSTUD POCKET FIRST. FLOOR PLAN NEW WALL: 1/04 INSULATED WALL w x 8 SPLEDA . '9�, �� FGF` �«�• U 22x10 / I 3 \ \ ? ale Ac Ess PANEL 8 ', ixerrRxl3r FORAGE ''.F@v'AL REb'1!W 7113/04 a� I RAIL LIw �j CATHEDRAL CEILING — — -- 6 ., ,.� ,; \ 2x 10 C1016'O.C. I z - A 4.2x4 POST 0 - 2-912 RIDGE o %201 � X12 RR "16"O.C. I 2x12 RR 016'O.C. O CATHEDRAL CEILING, � I s EXIST.ROOF AND Cl3 TO BE REMOVED �4" (2 I 4 X203 12 z �. � EXIST RIDGE TO BE I " iL� F 4 r� j MASTER BEDROO -------- ' -I---- EXTEND WALLTO RR REMOVED - - ABOVE 'HIGH WALL - - - - - Z4 I 74 HIGH KNEEWALL 1 / / STORAGE `I -34% ACCESS PANE451/2 SKYLIGHT \ OPEN TO BELOW a NEW2-2x12 RIDGE L ABOVE / 1+- I�` I / � � •-��..��.� '� - / LINEOF9'4'H.FLAT _-" 5.6 KNEE WALL \ --CEILING 1tD \ 1 I ci - - - - - - - - - - - - - - - -- - -- -- -� Z 3� ,�- T-_ - .-- - 7 _POOP BELOW Y / w II 4C,4 It o �Q II I �,� Q N ry` yry I w II II I I I, O _ _ I - - - - - - - - J . — 2x12 RR @ 16" O.C. 2x12 RR @ 16" O.C. I ^ 2x1ORR 016'O.C. 2%SORR 016.O.C. lN' II o II I II �I \ a II a II II �_ -- - - I — LINE OF L — - - - - - J \ . NEW _ WALL g I ' lIpCON . RIDGE VENT CRICKET CHIMNEY ; BELOW lit II o II II � - ILID _ - - - �� a7� I 1SECOND FLOOR PLAN � N IV A II II II I Q04, ___— -1 _ — — —I� - - - — __ CN �� a a' F , . y P, n ;O a 12 7L,� � LEGEND - - - - - - - - - J 3LL - -- DFL, PI AN ' s EXISTING WA ECON 'DEMOLISH WALL, _ �ROOF Pl �ry ' NEW WALL , ROOF PLAN I INSULATED WALL 1l R - I TRTpB►A'y� 4' O - ' FINA4 RENEW�1/17A4 - --ALIGN NEWS'STEMWALL ON 8x16 P.C.FOOTING 1 2'CONC.SUB I J--� - - ' WELL PUMP 0 • N5 REBAR DOWELS Q I2' O.C.SET 6'INTO EXIST. I COND-GROUTSOUD - - -' NOTE: p EXISTING LIGHTING TO REMAIN. o ------- ---NEW ACCESS OPENING - / I CONNECT TO NEW IST FLOOR I I — — — - . SWITCH. � ci — — — _ _ — 9 c NEW 2-2x10 ,y I - - UP EXIST.&2x10 EXIST.3.2x10 EXIST,32n10 NEW 3-2x 0 - BOILER ----- - �— — --3 "LILLY COL ON — EXIST. SLAB ABOVE W *_ 2' r x 1 PC FFG. = w F EXIST.3-2x10 O EXIST.32x1 EXI 7 EXISTING BASEMENT � _ �' •_, I O A 4 y )..r ' LL N U Z REMOVE EXIST,STAIR � - �.- - ---EXIST FOUNDATION WALL ry ZW `� Q , ELEC.PANEL(100 AMP,) ■ T' - [— ACCESS AREA TO CRAWL A] I 0 w D W SPACE - Q ...INFILL WITH MASONRY _ '�� �/ I 4"POU VED CONC.SLAB W/6X61 30 WWM I ^•� i_7 � ' ��Q I REINF. / I NEW CRAWL SPACE I I lrFy } - VC T � a as i 0 -----NEW 8'P.C.FOUNDATION ' 4 - 8d NAILS ' - 8 x 16 CMU PEDESTAL ON" ON 8 X 16 P.C.FOOTING —SIMPSON MST27 axrPCFTG, _ 11/2" WIDE- 20 GAGE METAL �\ - - - - - - -- - J STRAP @ 48" O.C. 41 I — 2x6 SILL PL. TREATED. v TERMITE 9 SHIELD AND SILL SEALER NAIL SHEATHING — ic 7- c) WRAP & NAIL — • TO SILL PLATE 8d -- — — — (4.6d) STRAP—' NAILS @ 4" O,C. 13 91/8' 16�^ AROUNDSILL - --- --- — - PLATE AT ANCHOR BOLT 2 #5 BARS CONT: ` ------- -- —`----- — . w 5/8" x12"A.B. f� -- 8" POURED CONC. FOUNDATION j BASEMENT PLAN 8 / W 48 O.C. W/ /I v \ WALL,,; v � 1/4"=1' 0" B � z FENDER WASHER — f �: \, f '« P BITUMINOUS « ' 4" PC SLAB a - \ - \ . DAMPROOFING X 1� O w W/6x610/10 � v �g #5 BARS CONT.",' /"� . ' � � � � " « �. -III 1,I. a ii 8"x16" POURED " FOOTING _ MT:FL PLA FOUNDATION DETAIL f j� i "r - � .•i 1Fif14M'�IWpt OF JL� TYPICAL ROOFING ll� ll _ j u PJ --SOLIDCROWN --- '" FASCIA 1x6 --- _ p � 12 - ---- ---'-_ _ ,. -. .v..._ T- I _ �_ \ 7 r . PLATE HT.. — — —�%a� ul I _ — - — — —SOFFIT- - -- _ BED MOULD #8019 \---�- _ - _-_-- _ - -- - - - - ^ t 1x6 FRIEZE ON RAKE \ --------FLASHING ` \ \ �j � --Ud _ T ;i `HJ H - 2x10 CJ TYPICAL ROOFING I I _ -- �- — -- - --- -_ - - _ . 1x6 FASCIA TYP --SOFFIT -r - IST FLOOR GRADE - - - - -s- -- - -- _ - - CONTINUOUS VENT - r WITH SCREEN -� W - - - - - - BED MOULD. 9/16" x2 \ \ -----1x 6 FRIEZE ON SIDING J - TYP. EXTERIOR WALL � - - - - - - --- --- - CONST. --- --- - f'., w EAST ELEVATION Q ' o 3 SOFFIT-RAKE DETAIL > W 'w 3/4"=1'A" Z i�1 Q ASPHALT SHINGLE ROOF CEDAR SHINGLE SIDING------- d l } BEVELLED CEDAR SIDING _ 12 a LtL Lj ( ll � • J- --- - I I� J. �u. J Ili J 11 u11L� �I� , 'f1'i'�L a L�� � I ui ! „ li .� i T �1cJ � NEW PL. HT EXIST. PL. HT. -- PAINT-EC CASTFAY r -- A -­PAINTED 1 X 4 T IM, TYP.- - - ❑ L-! IJ -- - - - -- Y -- -- -� - -- -� 1ST FLOOR — PAINTED5/4X CASING.-- —�T — _ - - GRADE rl — —PAINTED 5/4 X APRON, I I TYP. J — EXfST:FOLWD7 D REMAIN --, m EXTERIOR ELk)M No.DETAILs ' 2W EST .ELEVATION 1/4"dyr-0� • I — _ - w2w -- -- - -- -- - - - - PLATE HT. IT IST FLOOR - - ---- --- SUNROOM Z - - - - -- - - - - -NEW PC FOUNDATION O Ono - -- - - - - - - - - - - - - - - - - =tA Z V� SOUTH ELEVATION o M Z CL Wo off ° a f� � � L - - -- PLATE HT. _ - ./� W 1 � ll - u -- _ "L1LL��I{ CLG. HT. _ I IT ECA) 1ST FLOOR_ GRADE -, w. - - - - V TT - - - - _ _ — _ _ —_ — _ _ - _- -- TERIQR NORTH ELEVATION r r _ TECO CONNECTORS �i — — 12 NEW 2 X 10.RRS SISFERED —REMOVE EXIST. —7 RIDGE TO EX RRS - EXIST. $ RR @ \ R-30 BATT. 2x10 RR @ 16" O.C. 16" 0. INSUL 12 ---2X4 STUD WALL vzevw " 6[' 2X4 HANGER RJALRgVfEWysNoa BATT. IN TRAY CEILING T EXIST.PL. HT. --- { EXIST. 2x6 CJ @ r --LVL HEADER - SEE PLAN 16" O.C. — --- - - - I i 1 DINE GROOM - _— HOODI' R-19 BATT. REF. - m -- INSUL.-- 00 °D NEW 2x10 FJ NEW �) P FJ @ 16" O.C. 1ST FLOOR l @ 16 O.C. I - --- GRADE --- - - — —1 �-R-21 BATT. EXIST. / NEW 2 x s sruo -III III III=1 ^III III WALL W/ PT BOTTOM INSUL. Lu CONCRETE I w - SLAB PLATE -- EXIST. P.C. FOUNDATION' WALL , -- TYP. ROOF CONSTRUCTION: , {y BUILDING SECTION -III III-i • ' _ _ -- - 15# FELTONASPHALT SHINGLE POYWD. GON O 0 I I ii-III Iil-i SHEATHING ON 2x1O RR @ 16" O.C. - -- - - - --- -- __ --- - Q - - - - - Za r/ ICESHIELD � ,, W SIMPSON H2 / / EDGEUNDERLAYM£NT REQUIRED-24" FROM � HURRICANE CUP ALTERNATIVE POSITION OF NAILED FROM RAFTER HURRICNNE LIP USE 0 O TO STUD TYPICAL ALL RAFTERS 5-8d NAILS s d . ' EACH END � APA RATED PLYWOOD - -- r PAINTED GWB ---- fn TO EXTEND TO TOP OF z STUDY TOP PLATE o �. PROVIDE 8d COMMON NAILS @ 4" O.C.. AT EXTERIOR EDGE OF i I ,td SHEATHING ALL I I I r, l I , I �i �B DED OARD PAN ON 2x 8 J. @ " 0.(; =' — WOOD TRIM \-TYP. EXTERIOR WALL CONSTRUCTION: f N ' < < CEDAR SHINGLES ON SECOND FLOOR 0 -f-- - — F Y�`' ��` 15 # BLDG. PAPER ON 1/2" PLYWOOD �� , ,_ � SQ SHEATHING ON 2x6 WD. STUDS 16' -- ---- _. & SANDED SUNROOM It -OPEN -o - --� - --- LIVING ROOM EXTERIOR WALL CONSTRUCTION: I I EX ERIO CEDAR SIDING ON FIRST FLOOR, ON a w �N - - - L - -- _ __ __ __ �- -- TOIALIGN W/ NEW WALRROUTWALL - X - - - "-.-_ EXIST. 2x10 FJ @ 16" D.C. NR4 _s Yfsw fm MUM EW�.J EXIST. 3-2x10 -2X10 FJ_@ 16" O.C. ----- RELOCATED \y/\/ ', '<;:z EXIST. BASEMENT r, BASEMENT , "NEW 8" P.C. FOUNDATION WALL ON m STAIRS ;\ ,. ;; \,\ - 8x16 PC FTG. I <i 1=1 I 4" CONI SLAB -- -- " 1-1 11= ` UILDI SECTIO SET FOOTING ON I USNDISTURBFD.GRANULAR' ' MATERIAL NOT USER BUILDING SECTION op� 1' p", 3/8 1 0 Ir ry . , • . r�'I� - - �''�:�'"Yl 44s" talk L2fV0'. . - Fl�1:HE'OE1Y 761%04 - NEWEL POST DETAIL SIMPSON LSTA-20 GAGE RIDGE STRAP- ALL ROOF RAFTERS , R-30 BATT. INSUL w ' 12 Q YY1� I`�� "� r. �2x1oCJ@16"Oc 0 > \ FLUSH HEADER STUDY G.W.B.WALL o� r�. a, ■ - IL NEW PL HT. �I FSI ., • LIVING ROOM III EXIST. PL. HT. M ... R-21 BATT. INSUL CLG HT. TYP. FLOOR CONSTRUCTIO 3/4"PLYWOOD SUBFLOOR N OFFICE BR # 2 L- - 2X10FJQ16" O.C. OD600 4 r it - I - DINING/KITCHEN -�I,_JL =J �- �-_--� 2 Ln , IST FLOOR 1ST FLOOR - I e EXIST. SLAB- _ NEW 2x10 FJ @ 16" O.C. RADE EXIST. 2x10 FJh?16" O.C. r_ GRADE CRAWL SPACE W a w BEYOND_• EXIST. BASEMENTLl x 14 a s u Tit, M . UILDIi!6SEPTI 1 NORTH ELEVATION �411�1,A" ELECTRICAL LEGEND ., 1) DUPLEXRECEPTACLE,OUTLET QGs�,E i3o QUADRAPLEX RECEPTACLE' OUTLET , 0 HALF HOT RECEPTACLE OUTLET : c oyp WATER PROOF RECEPTACLE OUTLET yj GROUND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE DIRECTIONAL HIGH HAT L SURFACE' MOUNTED CEILING FIXTURE Htj SURFACE MOUNTED WALL FIXTURE Nwv Renev�/s�Da SWITCH a1a�Da p DIMMER SWITCH D TELEPHONE r' ® TELEVISION S D SMOKE DETECTOR -- — -- SURFACE MOUNTED CEILING FAN SURFACE MOUNTED FLORESCENT FIXTURE TO IST FL SWITCH — UNDER CABINET MOUNTED FLORESCENT FIXTURE UP —T SURFACE MOUNTED LIGHTING TRACK ----- - - 2NDF TO FL FLOOD _ EXTERIOR WALL MOUNTED FLOOD LIGHT --- — -- - IV I — ELECTRICAL PANEL i* i ^� EXHAUST FAN/LIGHT �i{ -- - 7 SI ING RAIL BEDROOM #2 STUDY ! — — — — — —_ —— 0 lw , 'STORAGE - \�� T � TO IST FL SWITCH TO 2NDFL FIXTURE - - - - - PORCELAIN OCKEF - -TO IST FL SWITCH \ - -- - - -- - Z WHOLE HOUSE FAN I ON SUP / I CLO. _ oars MEI Fxr aE — t I LIVING ROOM Iri W TO FAN ABOVE HAILL olCLO. � 'W 11//'��11 MASTER BEDROOM BATHo'�� COORDINATE LOCATION OFROOF BELOW ..-. -FLOOR OUTLETS WITH OWNER / - I � �^'� ��.• BEDROOM #1 � / I �j� _ INING ROOM7�7 STORAGE __1 I - LINE OF 9'-O"H.FLAT CEILING lYl FAN ABOVE _ 11 ��-- TO IST FL SWITCHI- . PORCELAIN - /uj y -30 X 451/2 SKYLIGHT \ / BATH # 2 REF. 1 . . TO'1ST FL SWITCH . NOTE: - EXISTINGCABLETELEPHONE D AN \ r ELEC.OUTLETS TO REMAIN. KITC EN O T O j 3 O O - - - - - - - - - - - - � --- . IXB TRIM W 2$ - PULL-DOW STAIR --IX4TRIMI -, L \ - _-SEADED" OARD PANEL '. L - - - - - - - - - - � 1E _ TO 2NDFL FIAOD, � W LECTRICAL PLAN 1 SEFIRST FLOOR ELECTRICAL/REFLECTED CEILING PLAN , FLOOR- : CEILING PLAN COND