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HomeMy WebLinkAbout34016-Z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT -D Town Hall Southold, N.Y. �AD 0 n K DT -O BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34016 Z Date JUNE 25, 2008 Permission is hereby granted to: GARY & DEBORAH GUJA 372 NORTH DRIVE MATTITUCK,NY 11952 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINLGE FAMILY DWELLING AS APPLIED FOR PER ZBA at premises located at 372 NORTH DR MATTITUCK County Tax Map No. 473889 Section 106 Block 0006 Lot No. 029 pursuant to application dated JUNE 25, 2008 and approved by the Building Inspector to expire on DECEMBER 25, 2009 . Fee $ 200 . 00 i d Signa ure ORIGINAL Rev. 5/8/02 BOE SOUly hod o� cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 624y 30 ( � U 6S VYT 9 PaL smoki,4e 0 f/C DATE a y� lie INSPECTOR FIELD INS :ECTIOIV REPORT DATE COMMENTS i FOT-TNDATION (IST) b -------------------------------------- FOUNDATION (2ND) Vv I z i i Q ;H� ROUG V FRAMING& �` y HIUMSING I INSULA'T'ION PER N. Y STATE I;NERGY CODE _ C\ i AZl �v JINA-L `1'= eta Ce- C c ©� i i ADDITIONAL COMM ENTS S2� V i O r� q ! � z x _H I I i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING-i"7-7"ARTMENT - Do you have or need the following,before applying? TOWN HALk Board of Health SOUTHOLD,NY 11971 �'4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. 6 Check O .O 0 Septic Form N.Y.S.D.E.0 -- Trustees Examined �20 Contact: Approved '20 Mail to: Disapproved a/c Phone: Expiration 20 WAWNOL Bui ing isp APPLICATION FOR BUILDING PERMIT Date , 20 SEP 2007 - INSTRUCTIONS a. Thus application MUST be c mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of dans ac,ur-ai�'=plot plarh'-' 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. (Sig re of appli nt or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder © C,y n e ►^ _ Name of owner of premises G-lq C) J (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 pro osed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section_ Block r. 41�2',.Lot oi9 ',e Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ! ed fan►vim b. Intended use and occupancyBedroom + '&tV�roden, 3. Nature of work (check which applicable): New Building Aro io Alteration Repair Removal Demolition Otherk (Description) 4. Estimated Cost -Fo be- d eTe gre r w°c,� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories_ 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—CO 13. Will lot be re-graded? YES O Will excess fill be removed from premises? YES NO 14. Names of Owner of premises C-v A Address 3`73- A-4r rk D f- Phone No. aq $ 3 2 7 7 Name of Architect O A n j u e e-L Address 78`7 Qrw'fe !(o.PAr„„o nQbone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OFSU<�- 1u1 ) &-RRV 0-7—C) -being duly sworn, deposes and says.that (s)he is the applicant (Name of indivi al signing contract) above named, (S)He is the n W n -e (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. Swo before me s day of r em be.V 201D�> Notary ublic Olignature o plicant MELANIE DOROSKI NOTARY PUBLIC,State of New York No.01D04634870 Qualified in Suffolk County, Commission Expires September 30 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 17, 2007 TO: Gary Guja 372 North Drive Mattituck,NY 11952 Please take notice that your application dated September 7, 2007 For permit to construct a additions & alterations to an existing dwelling at Location of property 372 North Drive, Mattituck, NY County Tax Map No. 1000 - Section 106 Block 6 Lot 29 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to an existing single family dwelling on this non-conforming 31,979 square foot lot in the Residential R-40 District is not permitted pursuant to Article XXIV Section 100-242A, which states; "Nothing in this article shall be deemed to prevent the remodeling reconstruction or enlargement of a non-conforming building containing a conforming use provided that such action does not create any new non-conformance or increase the degree of non-conformance with regard to the regulations pertaining to such buildings_" Article XXIII Section 200-124, states that nonconforming lots measuring less than between 20,000 and 39,999 square feet in total size, require a total side yard setback of 35 feet Following the proposed addition the da-dEng will have a total side yaEd setback of+/- 30 feet. kDam ��a;llis, Permit x finer CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. APPEALS BOARD MEMBERS S0 Mailing Address: Ruth D. Oliva. � �'Ql0Southold Town Hall Chairman 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer , Southold,NY 11971-0959 James Dinizio,Jr. cn ,c Office Location: Michael A. Simon �Q Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �y"ouffm 54375 Main Road(at Youngs Avenue) Southold, NY 11971 r (� http://southoldtown.northfork.net ]D ZONING BOARD OF APPEALS # 7 ; TOWN OF SOUTHOLD I Tel. (631)765-1809 •Fax(631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 7, 2008 ZB File No. 6116—GARY GUJA Property Location: 372 North Drive, Mattituck CTM 106-6-29 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 further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property is located along a 15 ft. wide right-of-way extending off the east side of North Drive in Mattituck, and consists of 31,984 square feet with 89.60 feet on the west end and 361.21 feet along the northerly side line to Mattituck Creek. The property is improved with a two-story, single-family dwelling, as shown on the March 16, 2005 survey prepared by Kenneth L. Woychuk, L.S. BASIS OF APPLICATION: Zoning Code Sections 280-124 and 280-242A, based on the Building Inspector's September 17, 2007 Notice of Disapproval concerning proposed additions and alterations to the existing single-family dwelling, which new construction will create a new nonconformance or increase the degree of nonconformance with setbacks totaling less than 35 feet on both side yards. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated December 10, 2007 states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. TOWN CODE CHAPTER 268 LWRP EXEMPT: The applicant is proposed construction greater than 100 feet from the tidal wetlands adjacent to Mattituck Creek. The application is therefore exempt under LWRP. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on January 24, 2008, at which time written and oral evidence were presented. Based upon all testimony, Page 2—February 7, 2008 ZB File No. 6116—Gary Guja CTM No. 106-6-29 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: The relief requested is shown on the 4/13/2006 site map prepared by JL Drafting, Inc. (Drawings A-1, A-2, A-3), for a second-story addition and interior alterations, within 35 feet of the southerly side yard, and resulting in total side yard setbacks of 30 feet (10 feet existing from the northerly side lot line and 20 feet proposed'from the southerly lot line). 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The addition will replace an existing deck on the second floor. The intended use of the addition is a master bathroom which is an allowed use in this neighborhood and will not increase the side yard setback beyond the existing conforming setback of 20 feet. 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 benefit of a master bathroom can only be achieved by installing it off the master bedroom which is located on the second floor, of this house. 3. The variance granted herein is not substantial. The proposed addition will add only 180 square feet to the second-story of the existing house. It will not increase the side yard setback beyond the existing conforming setback of 20 feet. 4. The difficulty has not been self-created. The Building Inspector has apparently interpreted that building an addition onto any part of a house with a nonconforming total side yard setback is not allowed by the code regardless of the fact that the new addition will neither produce a new nonconformities nor increase the degree on nonconformity. 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 the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-story bathroom, 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, Page 3—February 7, 2008 ,^� ZB File No. 6116—Gary Guja CTM No. 106-6-29 seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on the 4/13/2006 site map prepared by JL Drafting, Inc. (Drawings A-1, A-2, A-3). Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Vice Chairwoman), Dinizio, and Weisman. Chairman Goehringer and Member on were absent. This Resolution was duly adopted (3-0). RUTH D. OLIVA, Vice Chairwoman 3/7 /08 Approved for Filing v TOWN OF SOUTiHOLD PROPERTY RECORD CAR® OW-NER STREET VILLAGE DIST. SUB. LOT to rn N E AC " S W TYPE OF BUILDING i = _ r RES. �l 1_ ' SEAS. VL. IR FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS CJ /"goo J AGE B I NG CO ITI NEW NORMAL BEL�O A VE FARM Atre Value Per Value d, ' art foss-+-t y 36 adv Acre ✓ �a �'� -, _ A Tillabl l `M�f�C^ ` z 3 q� IeG'i S i'G'i o 0 Tillable Z& 10 ,400 12 g 70o 12 �d �/.5- / - ✓r'SK2 S i'� �� FG ✓ ���r -�'/c Tillable 3 SL 1 - 0 I r d At "r' r'2 9 ' Woodland IOl3a q S- L I i`7�4 p #011- Fhi rh e IdA, �' ,� -�-c� G7tns cL 457,SIaO Swampland FRONTAGE ON WATER 01 - Z , d Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total � � j DOCK �^' ■■■■'iii ,�ii■�ii ■■■■■■■■■■■■■ ,, ,��_- .�,� . .• ■■■■11■f� ■r■■Gid,■■■ ■■■■■■■■■ ...., :qtr � .. T'T ■■1ili�iliTi ■'�1■■■�'..11■■■■■■■■■■■ �� -: . x.�: , ��t :�.;,�t� � =.8.' ■■■els■ _��■■■■����■■■■■■■■■■ ��� - � ° �� � , fir ;�y :" ■■■It■■■-I.■■■■■■■■■■■■■■■■■■■ t ?A *M409M ■ ■■■ ■■■■■■■■■■ ■■■■■■ - - Foundation Basement Ext. Walls Interior Finish WN Lei 0 Fire Plac Dormer .. .. .... . . r TOWN OF SOUTH L® PROPERTY RECORD CARD OWNER STREET _3 VILLAGE DIST. SUB. LOT Z/6 a c6r, 22 b orn h 04 //V � O ER10 Eft N E ACR.,, 2)e11Qt-1orje.'* w-r. S W TYPE OF BUILDING YY R ,-use rl RES. C'�/p FARM Vj SEAS. VL. COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS e, o 61-7 -�J-e, 2 q AGUE BU CO �IT I 41"- E BUA42� 9�N--Ir ' — Z� c(�) �Al 3 -- v - I/ - NORMAL 'e' NEW BE 9�E ? j rL-147e� !2 e�,-p 2 4vyAU jt,-U-jLUc "P- 'Ke ' - k 1 .1 FARM Ad/re Value er Value I-,- F:7cre(�,fosLcr-4�y Acre 56 6 0 Tillabl 91'7 Yee de d1j Ye CC_�Di -A e- Tillable Z&O 12,7,n- L 11734,00 0 'AG ',r Tillable 3 F f, Woodland +0 � Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK x �' f • •. ■■■■It■ N■■!■■IOi■■■■■■■■■■■■■ ME NONE ■ ■■■■■iill■■■■■■■■■■ MEMOIR ■■EII■ ■ IM■■■ ■■■■ lI1■■■■■■ s� .'►� ■■■iie'm■ Ill■■!■■■■!■!M!■■■■■■ ■■will■■■ I■■■■■■■■■■■■!■■■■■■ a_ ■■■ilmns I■■EE■■■E■■EEE■■E■■■ !■■■■■■ ■■■■■■■■■■■ -- MEMO ■■■■■!■ a Rooms I st Floor _�R- reation Room .. Permit# Permit Date check "Software Version 3a e ease I Compliance Certificate Project Title: 2nd Story Addition Report Date.04/17/06 Energy Code- New York State Energy Conservation Construction Code Location. Suffolk County,New York Construction Type. Detached 1 or 2 Family Heating Type. Non-Electric Glazing Area Percentage- 16% Heating Degree Days. 5750 Construction Site. Owner/Agent: Designer/Contractor- 372 North Drive Guja Residence John Teufel,PE Mattituck,NY 707 Route 110,Suite A-1 Farmingdale,NY 11735 631-755-7920 jl4cad@aol.com 55^� c z"�s $�'i�.«,^w* .$ ,,a, „„,:pN�v P�...... .wc,w;..:,.,°y �.�� ,�. ��.�=�a $ • L��F $ ?' �= 3.i 4Ya=�� � re ,a Mu Ceiling 1 Flat Ceiling or Scissor Truss. 179 21.0 00 8 Wall 1:Wood Frame,16"o.c.. 309 13.0 0.0 21 ' Window 1:Vinyl Frame:Double Pane with Low-E. 48 0 340 16 Statement of Compliance: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 are in compliance with this Code NSW YV0 \ v p Builder/Designer �brpa Date PROFE`' 2nd Story Addition Page 1 of 4 r REScheck Software Version 3.7 Release I N f Inspection Checklist Date: 04/17/06 Ceilings: ❑ Ceiling 1:Flat Ceding or Scissor Truss,R-21.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1.Wood Frame, 16"o c,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor•0 340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment must be installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the budding must be insulated to R-8 ❑ Return ducts in unconditioned attics or outside the building must be insulated to R-4. ❑ Supply ducts in unconditioned spaces must be insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes.Tapes and mastics must be rated UL 181A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system must provide a means for balancing air and water systems Temperature Controls: ❑ Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: 2nd Story Addition Page 2 of 4 ❑ Separate electric meters are required for each dwelling unit. Fireplaces: ❑ Fireplaces must be installed with tight fitting non-combustible fireplace doors ❑ Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Budding Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable Service Water Heating: ❑ Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. ❑ Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletable sources Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. 2nd Story Addition Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5'to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 05 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25'to 2.0" 2.5'to 4" Heating Systems Low Pressureffemperature 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) 2nd Story Addition __ ,......,�,�.�.._..�.,.�... ,�........_�...._._....... ....,...,..e... ...,.,_.x.... .�._. ...._�._��. ...Page 4 of 4 6a WALL SHEATHING TO EXTEND TO TOP Nailing Schedule from Table 3.1,WFGM-111115 LEGEND OF TOP PLATE N````�� .Y UNDERWRITERS CERTIFICATE^ Joint Description Number of Nalis Nall Spacing ROOF FRAMING NEW FOUNDATION ( '4 C C1 F S I ( l &WB TO COMPLY WITH 8702.1, 87023, Rafter to Top Plate (Toe-nalled) 3-8 d per rafter a /w 100 O I I - - - - - TABLE 8'702.1 (2) Coilin Joist to T Plate (Toe-palled) "d per Joist NEW PARTITION AS REG.JinZ.0 Aiv'? C-�?'�. J. ► : sv� OF REQUIRE) ((J - - - - -- - - - 9 op I ` p4 DEFLECTION OF ALL MEMBERS Geiltn Joist to Parallel Rafter( ewe-nailed) 6-16d each 1 SOU HOLD HOLD TO�d.�Z - --- - - - Ceiling Joist over Partitions (dace-nailed) b-Ibd each�l COMPLIES WITH CLAUSE R301.6 NYS g op EXIST. PARTITION O O Collar Tie to Rafter (Face-nulled) 3-I0d per tie SCJ !OLDTO'"Yr�1 D: ',"v'i'a BOARD RESIDENTIAL GORE Blocking to Rafter(Too-wiled) 2-8d each end DEMOLITION 141.6'w. I Rim Board to Rafter (End-nalloW 2-I6d each end PARTITION/FOUND.27.1 1I ' - - - - - - - 7 �r O. ALL DETAILS ON THESE PLANS WALL FRAMING EXISTING O ' I r PROVIDE A CONTINUOUS LOAD PATH T=,' Plate to Top Plate (Face-nalled) 2-I6d per foot 5D NEW SMOKE LULUI 1 TTED GARAGE t' = *-�-� AS REOV Top Plates at Intersections (Face-nolled) 4-16d joints - each side ® DETECTOR AP Q ED AS 6 O' O � SW Header Stud Header n lace-pallet-16dl6d 40oc..c. al edges HARDWIRED WITH _ 016 CONTRACTOR TO ENSURE FIT OF ALL along g BATTERY BACKUP O _ DATE. G . B.P.# 8.0' O _ V SIMP50N CONNECTORS BEFORE Top or Bottom Plate to Stud (end-nalled) 2-I6d per 2x4 stud 30.8 v 3-Ibd per 2x6 stud ATION FEE' �d BY.,/� EXISTING 2 STORY _ OBTAINING THEMSMOKE /NEN CARBON O - 4-Ibd per 2x8 stud GO/SD O NOTIFY BUILDING DEP�iTMENT AT PROPOSED EndJ m Plate to Floor joist,Bandjolat, INTERIOR ALTERATIONS .7� FRAME DE516N PRESSURE RATING OF WINDO End joist or Blocking (Face-Walled) 2-16d per foot ® MONOXIDE DETECTOR 765-1802 8 AM TO 4 PM FOR THE (�� FOLLOWING INSPECTIONS: 0 � _ TO BE DP-30 MIN. PER TABLE 8301.2 FLOOR Fr�`M1N6 HARDWIRED WITH v (2) NYS RESIDENTIAL CODE (page 26) `foist to 5111,Top Plate or 61yder (Toe-nailed) 4-8d per joist BATTERY BACKUP 1. FOUNDATION - TWO REQUIRED O, Bridging to Joist(roe-nailed) 2-5d each end 0 FOR POURED CCNCRETE _ o A-� REFERENCE 86132 4 133 Blocking to Joist(Toe-nailed) 2-8d each end L.B. WALL LOAD BEARING WALL PROPOSED I � � � Blocking to SIII or Top Plate (Too-wiled) S-Ibd each block Oj� 2. ROUGH - FRAMING & PLUMBING 2ND STORY ADDITION 16.6'%`� MIN. (4) STUDS ® EA. CORNER PER Ledger Strip to Beam (Face�atled) 3-I6d each joist T.�,M. TO BE MAINTAINED W I 3.4.1.1,3 WFGM-115 Joist on Ledger to Bearn ('Toe-Walled) 8-8d per joist p POST TO BELOW 3. INSULATION t Band Joist to Joist(End-nailed) 8-16d per oist O �}, FINAL - CONSTRUCTION MUST 155.67' r ALL R.R. 4 5TUD5 TO ALIGN TO ALLOW Band Joist to Bill or To Plate (`Toe-nailed2 16d per foot BE COMPLETE FOR C.O. \ � p p O POST FROM ABOVE ALL CONSTRUCTION SHALL MEET THE Ib� 12, � �- PROPER CONNECTION OF H2 ROOF SHEATHI1�t6 (v CONNECTORS Structural Panels 8d 6• oc.(edge) P.T. PRESSURE TREATED G YORK STATE. NOT RESPONSIBLE FOR Diagonal Hoard Sheathing 12"ort ►el I"x6• or INS," 2-8d per support cV �"IDC7 DOUBLE HOT DIPPED PLvMB1 WAg(E O DESIGN OR CONSTRUCTION ERRORS. O 171.02' FLOOR SYSTEM COMPLIES WITH 3.3.1 I"x1o• I wider s-ad per support GALVANIZED UMgiNG NEED b TO 335 WFGM-Igq5 AND CHAPTER 5, 6t�,�sumlLWallbooard 5d coolers ?" edge / 10• field NY5 RES. GODS PSL\N FSR COVE 'N - - - StructurallPanels Ili Bd ble e " .�ESZtiNG 8� - DGT Q$li✓1�RUNOFF----- - -- - - - - - - - - - Fiberboard Pbadnels g"edge /b"field TOP PLATE SPLICING TO COMPLY WITHdg 12 field TABLE 3.1, WFGM-101015 PURSUANT TO CHAPTER N001 p �� lO® IIY `4 � � "®® I gOF THE TOWN CODE. 2x/32• 8d s'ed e /b"Heid STAIR TREADS TO BE q" PLUS 3/4" ' JPs"r" Walibo�d 5d coolers 7'edge / l0'field N051N6 MIN. 4 R15ER5 TO BE MAX. Hordboard 8d 6"edge / 12"fleld 8-1/4" PER R314. r'.=-ticleboard Panels 8d 61edge / 12"fleid Diagonal Board Sheathing T�(1 R 4W I TE �L A I'xl0" or wider 8-8d per support v V RIDGE GLAZING THAT IS LE55 THAN 18" A.F.F. I'x6' or I"x8" 2-8d per support '2�711 (SEE PLAN FOR SIZE) MUST BE TEMPERED &LASS PER FLOOR SHEATHING TE 2ND FLOOR WALL STUD R308.4. 9",i:tural Panels OMPLY WITH PREVENTION (SEE PLAN FOR SIZE 4 SIMPSON GSIb STRAP TIES ® Ib" O.G. 1"or leas 8d 6"ed e/12" field FLOOD 1DAMAC NN r00S. 5GALE I = 20'-0" SPACING) (8) 80 COMMON NAILS INTO EACH R.R. ALL RI61D a BATT. INSULATION TO greater than I" lod g 6' edge/6" field SOUTN0L0 T FROM A SURVE'*' BY KENNETH M. WOYGHUK, L.S. 51MP5oN G516 STRAP (I6) 8D COMMON NAILS TOTAL EACH STRAP HAVE VAPOR BARRIER FACIN& Diagonal Board Sheathing jl TIES a 16" O.G. HEATED AREA ! xb or IND" 2-8d per support (10) 8D COMMON NAILS TO F.F. STUD ITE'xI - or wider s-Ba per support I (IO) 8D COMMON NAILS TO S.F. STUD TEMPERED &LASS REQb IF WINDOW ALL NAILS SPECIFIED TO BE COMMON NAILS. SITE I NFORM,4T I ON: LOT AREA: 31, 81.8 S.f. (5) 817 COMMON NAILS TO RIM JOIST SLA55 15 5'-O" OR LESS ABOVE PIPE OR OTHER TlrivATiO�E LOT AREA OCCUPIED: 2386.11 S.f. TOTAL (25) 8D COMMON NAILS BOTTOM STANDING SURFACE OF TUB/ PENETRATION PLUMBER GE dT FCFO ' 25 /0 2ND FLOOR, FLOOR JOIST 5HOWER Et /o OCCUPIED: (SEE PLAN FOR SIZE 01 LIFICAT�N " OCCUPANC i 4 SPACE) T 2 TOP PLATE 3/4" PLYWOOD CER ( ) FLOOR (2) 2"X4" TOP PLATE E) I�^f W.gTER •r SOLDER US �E�f r;t NINOT DO NOT PROCEED WITH (SEE PLAN FOR SIZE) ' SUPPLY SY' o LEAD. FRAMING UNTIL SURVEY IST FLOOR WALL STUD 4/13/06 I FOR FILING EXCEED `"j OI_ i /� OF FOUNDATION LOCATION ALL CONSTRUCTION SHALL (SEE PLAN FOR SIZE D. I rsli Iln ;I l AND aPAGINb) DATE: ISSUE NO. DESCRIPTION NOTE: HAS BEEN APPROVE MEET THE R._ � . .. TS O, THE COMPLIES WITH TABLE IF THE PROJECT 15 LOCATED WITHIN ONE MILE OF COD`S Or ; „k ATE• 338, WFGM-Igq5 THE COAST A5 DETERMINED BY THE BUILDING '�I I COMPLIES WITH TABLE ROOF RAFTER DEPARTMENT, ALL 6LAZIN& 15 REQ'D TO PA55 THE S 11�i=SO I �t 57"RO I `l6 T I E 5.4, WFGM-111115 ( PLAN FOR SIZE MISSILE TEST OF ASTM E Iggb 1886. PER OCCUPANCY OR AND SPAGIN&) EXCEPTION TO 8301.2.1.2, GLAZING NEED NOT PASS APPROVED NON-COMBUSTIBLE CONTRACTOR SHALL VERIFY C�% '�`� C, �I THE MI551LE TEST IF STRUCTURAL WOOD PANELS FIRE STOP MATERIAL. ALL FIELD CONDITIONS AND C; C' 1111`1' I- CERTiFSC ATION 0� STUD L T® STUD I C�O TR®I `� T I (MIN. '1/16" THICK) ARE PROVIDED. PANELS TO BE DIMENSIONS AND BE RESPONSIBLE FOR FiELD FIT S _ S-1 s1, + _ K(_; CONNECTIONS PRE-GUT 4 IDENTIFIED. 2-1/2" LONG #8 WOOD AND OUALITY OF WORK.11 r k t�!0'L.1lvG E 1�ETA I L FOR F I R� STOW l i-_- F ?. 5CREW5 TO BE PROVIDED FOR q" O.G. SPACING. NO ALLOWANCES SHALL BE -> VvITHOL" I CES I A I i- REQUIRED. �ONNEC T I O1�l ZETA I L RAFTER TO R I D,C�E TO RAFTER MADE IN BEHALF OF THE .� CONTRACTOR FOR ANY PER R(,�02 .8 RESIDENTIAL. HIS PART. R(-:/'02 .5 , _8808 OR NEGLECT ON N.T.S. C.ONNEGT I ON DETAIL -- . - GOI� O 1�YS I I� 4" V.T.R. 4/I 8/06 N.T.S. STATE OE NEYiiti YORK PLAN REG2UIREMENT5: JL DRIFTING, INC. _ J WV.=AM4/_Y515 0 N /111 Types Of Plans Drafted 3" V - - I ROOF RAFTER (SEE PLAN FOR SIZE AND SPAGIN6) I. THE STANDARDS USED FOR THE DE� DRAFTSME i6N OF THE BUILDING ARE THE RESIDENTIAL _ - l - I I FASTEN MT530G TO R.R. WITH (1) IOD COMMON NAILS CODE OF NEW YORK STATE, THE BUIL..:IN6 CODE OF NYS AND THE WOOD FRAMEProviding The Finest In A ordahk SIMPSON MT55OG • CONNECTOR a ib" O.G. CONSTRUCTION MANUAL (111c15) �s4 Dra n Services ff DOUBLE TOP PLATE (SEE PLAN FOR SIZE) 2. THE AREA OF THE PROPOSED SECOND STORY LIVING SPACE IS 1711.3 SQ. FT. g 11 1/4" V 2" W I 3" VI FASTEN TO 5TUD WITH 0) IOD COMMON NAILS B. PLEASE SEE TABLE 8301.2(1) BELOW. 1 WALL STUD (SEE PLAN FOR SIZE AND SPACING) 4. QUANT. WINDOW TYPE PROVIDES EGRESS? PASSED MISSILE TEST? www.jldrafting.com 1 3., S I PER 8D TOENAILS ALSO REQ'D I CW335 CASEMENT YES NO 707 Sue A Phone (631) 8431949 Route Fa rningdale N.Y.Fax (631) 843-819035 PE = R TABLE 33A, WFGM I CW235 GA5EMENT YES NO 2ND FLR I TCOMPLIES ABLE 535,ITH WFGM-C1 NOTES: I CW135 CASEMENT YES NO I. NOTCHES 4 HOLES IN STUDS TO COMPLY NOTE: COMPLIES WITH EGRESS (R 310) 4 LIGHT 8 VENT (8303) JOHN TEUFELF.E. 1 1/4" W 3" W ; WITH 3.4.1.1.1. � 2" W 2. MINIMUM (4) 57UD5 REQUIRED AT ALL Co I 3„ W I ® i TR®1� I T I CORNERS (3,4.1.13) QUANT. DOOR TYPE NYS LICENSE NUMBER OC 1458-I I I I � t'7 DETAIL '� I TABLE R301.6 3. ALL HEADER SPANS COMPLY WITH I 2068 STANDARD INTERIOR DOOR v 3" s U R � I � I `l �J� I I 1� T 11� ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS TABLES 521A TO 3.228. 1 2668 STANDARD INTERIOR DOOR -70� ROUTE 110 Suite P�-I STRUCTURAL MEMBER ALLOWABLE 4. CEILING JOIST 4 RAFTER SPANS FARM I N6DALE NY 11-155 DEFLECTION COMPLY WITH TABLE 3.25A TO 3.248. 1ST FLR 5. PLEASE SEE THE ATTACHED REScheck PRINTOUT FOR ENERGY GORE COMPLIANCE. FAI Rafters having slopes greater than 3/12 L/180 5. FLOOR JOIST SPANS COMPLY WITH TEL: (651)-755-7120 with no finished callinq attached to rafters TABLES 3.17A, 3.178. 6. PLEASE SEE THE NAILING SCHEDULE ABOVE. 4" V N.T.S. Interior walls and artlilons HADD s EQUIVALENT DE516N5 ARE PERMISSIBLE 7. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE FAX: (651)845-81110 R.R. Floors and plastered ceilings L/360 MEN PREPARED BY A LICENSED DE516N SHOWN ON THE FLOOR PLAN. /- All other structural members V240 PROFESSIONAL. (SEE PLAN FOR SIZE 3 SPACING) Exterior walls withlaster or stucco H/360 TABLE R30�.20) - 3" S LT'S16 ® EACH R.R. p PROJECT TITLE: I finish WIND SUBJECT TO DAMA6E FROM ICE SHIELD FLOOD (RAL TO HDR. 4 KIN& STUD) Exterior walls -- wind loads with L/240 WIND EXPOSURE GROUND SEISMIC WINTER CO 4" TO APPROVED UNDERLAY- HAZARDS I =° WHEN R.R. END OYER HDR. brittle finishes CATEGORY SNOW SPEED (m h) DESIGN FROST LINE DESIGN OUJA 4°' W SEPTIC SYSTEM (8) IOD COMMON NAILS REQ'D Exterior walls -- wind Toads with L/120 LOAD 100 m h FASTEST CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT (SEE NOTE 4" HOUSE TRAP 51MPSON HURRICANE CLIP flexible finishes P REQUIRED BELOW) REJ I DENCZ IN CON( PIT MILE (120 mph (SEE PLAN FOR DETAILS) NOTE: L= span length, H= span height. B 45 P.S.F. 3 sec. GUST) G SEVERE 3-O MOD-HEAV. SL-MOD 11 DEC-. YES � ��/l I ` ' RISER I R SIMPSON HT516 TWIST STRAPS a. The wind load shall be permittedto be taken as 0.7 times 5-72 NORTH DRIVE IF; I I I� COMPLIES WITH TABLE 338, 10"IFGM-Igq5 the Component and Cladding loads for the purpose of the determining deflection limits herein. I RAP MACH (Ib) IOD COMMON NAILS REQ'D g LOCATION DESIGN LIVE A-1- &LAZING TO BE HIGH NOTE= MATTITUGK, N.Y. I I�f52 4 KING V if 2 (6) 12" SIMPSON 0520 TIES FINISH WORK NOTES: PERF. LOW-E TYPE. MAX JURISDICTION TO FILL ' LAP TIES UNDER SILL I. Trim, moldings, casings, mindow frames, etc. shall match existing unless otherwise noted on drawings. LOAD, F 5F U=034 IN PER FOOTNOTE h I� N.T.S. (8) 8D COMMON NAILS PER TIE REOV 11. All G sum Board walls and cellin s shall be taped, s ackled, read and acts table to Owners sinter unless CORROSION PREVENTION NOTES: �_1tsillll"1I`f= SON yp g p p y p p (PER R301.�) COMPLIES WITH TABLE otherwise agreed to by the owner. NON-SLEEPING ROOMS 40 NOTE: Naw types of pressure treated lumber are much more corrosive to metals than GGA. TR® I `� T I 33b, WFGM-Igq5 III. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be SLEEPING ROOMS 30 ATE ( R R 1105 2): q� FRAMING LUMBER The following is req'd: SEE CORROSION PREVENTION NOTES pressure treated. (4) NAILS MIN. REGV FOR DRAWING TITLE: ROOF + 315 TO BE DOUGLAS I. All Simpson connectors, straps, hangers, etc. to be Z-Max type (6185 Galvanized) when contacting pressure IV. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water EACH ASPHALT SHINGLE IF FIR-LARCH L S HEADER TO .J A G K F O S T DETAIL drainage system. ATTIC WITH STORAGE 20 EAVE5 ARE LESS THAN 20' OR treated lumber (minimum). As an alternate straps may be wrapped Ina 10 mil thickness of electrical tape. ATTIC WITHOUT STORAGE 10 BETTER. �ROi�OS�I� 2. If contacting ACZA or A00-D Chloride pressure treated lumber, all Simpson connectors, straps, hangers, V. Contractor shall seal and prime all doors Immediately upon Installation to avoid warping. ABOVE &RADE. (6) NAILS etc. to be stainless steel type. VI. All exterior doors to have a minimum "U" factor of .26. DECKS 40 MIN. REQ'D EA SHINGLE IF 3. Z-Max may be used if a minimum 10 mil plastic barrier is provided. VII. Sloss In doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other BALCONIES 60 EAVES ARE 20' OR MORE 2ND STORY 4. black electrical tape is a suitable barrier (10 mil minimum thickness). N.T.S. materials as to minimize effectively the possibility of Injuries to persons In the event this glass is cracked or broken. DEAD LOAD FOR ALL = 10 PSF PER F-Ro'a ABOVE GRADE. NAILS TO ADDITION 4 5. Termite shield to be non-metallic type. VIII. All new windows shall be perma-shield finish In white as manufactured by Anderson or approved equal - furnished BE &ALV. STEEL, 12 &AU6E, g j „ g g + PER 83015, 8801.4 „ " INTERIOR ALTERATI ONS 6. All Halls Into pressure treated lumber to be double hot dipped galvanized type. with Insect screens, grilles,Jamb extensions, trim. etc. with 5/S insulated lass unless otherwise agreed to. I LONG WITH 3/8 DIA. ROOFING NOTES: IX. Window manufacturers shall certify that their products meet minimum "U" values indicated and air Infiltration rates. GENERAL NOTES: HEAD. X. The mechanical system shall be Installed in accordance with chapter 12-24 of the Residential Code NY State. I. All metal flashing where called for on plans shall be copper or aluminum. A. The plumbing system shall be Installed In accordance with chapter 25-52 of the Residential Code NY State. I. Engineer Is not responsible for job supervisl,n. II. Contractor shall provide gutters and leaders as required and shall connect them to approved storm water Please certify that the existing H.V.A.G. can support the new addition. II. Contractor to verify adequacy of existing [coring walls and headers to bear new second story construction. drainage system. XII. The electrical equipment and wiring shall be Installed In accordance with chapter 33-42 of the Residential Code III. Contractor to confirm that all asbestos Insulation has been removed from the premises by a licensed asbestos III. All exterior openings shall be properly flashed. PLUMBING NOTES: NY State. removal company before the start of constru;tlon. y IV. All work shall bear a written one (1) year guarantee from Roofing Contractor from the date of Owner's I. All plumbing work shall be In strict conformance with all state and local codes. XIII. The skylights are to comply with section 8308.6. IV. These drawings have been prepared by or under the direction of the undersigned and to the best of the DRAWN BY: DRA1AJNG NO. acceptance. 11. Hot water heater shall have a maximum temperature setting of 120 degrees F. XIV. The minimum Insulation thickness for H.V.A.G. pipes shall be Installed In accordance with section N1103.5. undersigned's knowledge, belief, and professlinol judgment are in compliance with the New York State Energy P.H. All roof Intersections to have flashing to extend 8" (measured vertically) above flat roof. III. Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications. XV. The minimum Insulation thickness for hot water pipes shall be Installed In accordance with section NI104.5. Conservation Construction Code effective 7/i,'?2 and the Residential Code of New York State effective I/I/03. V. 9 PP y 9 VI. Built u roof is to be of 5-ply built u roof with gravel topping, ties Into existing. IV. Provide insulation on all naw iping as required by code. XVI. In all framed walls, floors and roof/ceiling comprising elements of the building thermal envelope, a moisture vapor V. It Is a violation of the New York State Edu;ntion Law for any person, unless acting under the direction of a CHECKED BY: VII. Roofin shall be either 235#square asphalt shingles over I5# felt or 3-ply mineral surfaced spec. V. Remove and relocate all existing piping as required to assure the proper execution of the work. retarder shall be Installed on the warm-In-winter side of the Insulation In accordance with section 8522. registered Architect or a licensed Professional Engineer to alter any Item on this drawing. All alterations must be - g q P 9 9 PP 9 q #425-PVD as manufactured Owens Corning Fiberglass Corp. or approved equal. (2 perma plies with I VI. below round waste lines shall be E.H.G.I. piping. XVII. Nall and ceiling finishes shall have a flame spread classification of not greater than 200 with a made In compliance with the New York State i:lucation Law, and Construction Code. The undersigned professional J.T.JT g smoke-devel oment index of not greater than 450 In accordance with section R31q and Insulation shall have a flame whose seal appears hereon assumes no resp--islbllity for any such alteration or re-used without his written consent. perma-cap sheet 200# square.) VII. Potable Imes shall be type "L" copper. p VIII. New work shall tie In and la as to prevent leakage. VIII. All as or oil piping required shall be performed by the plumbing contractor. spread index of not greater than 25 with smoke-developed Index of not greater than 450 In accordance with section VI. The liability of JL Drafting, Inc. d John Teu?a1 Interrante for errors, omissions and/or negligence resulting in SCALE: IX. All exterior nailingshall be aluminum r galvanized. IX. Sanitary disposal system shall be County Department of Health Service approved for design and Installation.8320. wall and ceiling finishes to comply with R31q and R320, NY State Res. Code. personal Injuries, property damage, or any co-sequentlal'damages Is limited to the amount of the fee paid for I roof penetrations, pipes, vents, skylights, chimne s and roof ventilators. X. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. XVIII. Interior wall covering shall be installed in accordance with section R"i02.3 and exterior wall covering shall be these drawings. The retention or use of all or any part of these drawings will constitute acceptance of this AS SHO✓NN ` X. Flashing to be provided at all p p py p g p limitation of liability. JL Drafting, Inc. 4 John T-."fel Interrante have no liability to persons other than the client for Flashing to be provided at hips, ridges, wallet's, changes of roof slope, gable ends and top of foundation walls. A. Water main must be '1'-O" away from the sanitary disposal system and 4'-0" deep. Installed in accordance with section 8703.4. XI. Install shims to provide for roof venting In flat roof areas. XII. In bearing walls or partitions, no stud 15 to be cut more that 1/8 Its depth to receive piping, duct, or XIX. Asphalt shingles shall be installed in accordance with section R405.2. whom these drawings were prepared. Anyone other than JL Drafting's clients who relies on these drawings does DAA` TUBE NO. PROD. NO. XII. All Interior leaders are to have I" foam sound Insulation over PVC, piping. electrical work. XX. Double floor joists required under parallel partitions and all bathrooms. so at their own risk. Copyright 2004 JL Prof:fig, INC. 4/15/06 05-45 1 as e . LEGEND NEW FOUNDATION 7 77 NEW PARTITION EXIST. PARTITION — — — — DEMOLITION — — — PARTITION/FOUND. SD NEW SMOKE ® DETECTOR HARDWIRED WITH BATTERY BACKUP GO/5D NEW COMBINATION SMOKE / CARBON ® MONOXIDE DETECTOR HARDWIRED WITH BATTERY BACKUP L.B. WALL LOAD BEARING WALL T.B.M. TO BE MAINTAINED © P05T TO BELOW O POST FROM ABOVE P.T. PRESSURE TREATED HDG DOUBLE HOT DIPPED - - - - - - - - - - - - - � 1 I GALVANIZED 1 I I a I K � L - - - - - - - - EXSTG. L - - - - - - - - I � 1 EXSTG. � Q n I 1 �� WOOD DECK / i SUNROOM x m I L - - - - - - - - I I I 6 6 SLG / I L - - - - - - - - I I // I N / K I EXSTG. EX5T6. II EX5T6. EX5T6. EX5T6. EXSTG. XIOG.2"X10" 0.-\. 2"XIO" 0,_\ 2 XID 0.-\. 2 � D 2X6 G.J. 2X6 G.J. / ►-a I 16" OG ® 16" OG I 1 ® 16" OG ® 16" OG I ® I6" OG 16" OG / W "' 1 1 W A-� X I I EXSTG. ml�r I 12.-321' BEDROOM ///EXPA�DED I 12'-3211 EXSTG. I o DINING ROOM 03 03 �> /MA5TER BEDROOM II'-II" RECREATION ROOM I I Wry / I 4/13/06 I FOR FILING I A I // EXSTG. I LINE OF OVERLAY ROOF DATE: ISSUE NO. DESCRIPTION EXSTG. 5"xl&" P.G. FND. WALL (V.I.F.) A-5I // _� 2"XIO" R.R. 311 311 EX5T6. 8 P.G. FND. WALL (V.I.F.) I I EXSTG. / 16 OG LINE OF RO F O.H. 2"X6" G.J. / (V.I.F.) LINE OF ROOF O.H. OG 12-3- L - - - - - - - - - - - - - � EX5T6. - -- -- — — 2 EXSTG. EX5T6. (V.I.F.) / ——— —— CONTRACTOR SHALL VERIFY 4% " u u n 111 I n 2"X6" G.J. OL :U 2 XIO G. 2 XIO G. 12'_3 1 I SD �✓-72 / CJD / ALL FIELD CONDITIONS AND ��/ (V I I �@ 16" OG 16" OG 1 @ 16 OG Q / I DIMENSIONS AND BE j EX5T6. — EX5T6. 2"X10" G. X 2"X10" G. I I — — — — ® (�/•I•F-) / (4)2"x4" POST I RESPONSIBLE FOR FIELD FIT N — — — _ _ �� --. 11 I L — (2)2"GX�° HDR. I (2)2"XI " HDR. AND QUALITY OF WORK. C 160or, m 16 OG — — — — — — — — — — — — — —I \ — �r=_ / I GW335 / I MADE NO II BEHALF OF THEONANCES SHALL s l " 1 1 I _- I \ D GONTRAGTOR FOR ANY y, aJ I off-loll - - ERROR OR NEGLECT ON — — — — — — — — — — — — — — I m 2 12 i N n IJ EX5�01. GI RR _ X PROPOSED I HI5 PART. N _mo _ _ _- /' 5ITTING AREA &065 SLD U x I \ 16" OG T Q fx� I * / X ® I � —� 4/18/06 EXSTG. EXSTG. „ „ I GO/SD o "X JL DRAFTING C 2 xlo c. . - GO/SD �_ �_' // I = o ep' NEA �n I `�' GO/SD STORAGE I I a • ® 16" OG > I I ® HANDRAIL z EXSTG. 3'-0' I ® no @) / �X N- +� �Q/2 Xb R.R. A11 Types Q I 1 K I TGHEN X4 }LLI \ // _ ® �� ® .+� ® I6" OG I ,DRAFTSMEN�4 yp Of Plans Drafted EXSTG. I I - - = I \\ / m s 74 (2)2"xb"xb'-o" I = � � Providing The Finest In Affordable X 2"X1011 G. I 1 m D (2)2"XIO" I Y (2)2"X10" ( x Iff6E STRONGBAGKS ® 4 OG I s Drafting Services" 16 oG I 1 — — — — — O EXSTG. ( Q v 100(� 8, Q ( I EXSTG. 2 XIO G. . 0 I EXSTG. n n Q; p1 GFw_j 'yio I www.jldrafting.com EXSTG. 2"XIO" G. � @ 16" OG I 0.i = aRQ}�OS��'Py I 707 Suite A Route 110 • Farmingdale N.Y. 11735 ® 16" OG BATH _ Pi�QP05ED _ I - Phone (631) 843-1949 Fax (631) 843-8190 UTILITY ROOM (V.I.F.) m ° WA -IN �� ® MASTER o Oj 1 EX5T6. 8"x16" P.G. FNP. WALL (V.I.F.) I^ I HANDRAIL �0 EX5T6. - WWXBATH i �0 �P EXSTG. 8"P.G. FNM. WALL (V.I.F.) m I 2"X6," G.J. CLO N T Z O WATER TANK I I ' - - - - - - - - - - - -- - � I (VHF) G I JOHN TEU EL, P.E. - - - 0 EXSTG. WIN 8 NYS L I CENSE NUMBER 061458-I EXSTG. WIN G13 I EXSTG. WIN EX5T . WIN \ I GWI35 q'-62 - - - - - - - - - - - - - - - - - - HDR. n 11 II'-il" e HDR. (2)2n xl0 HDR. I 8 HDR. s H R. (4)2"x4" POST I 707 ROUTE 110 Svite A-I I FARM I NGDALE, NY 11-135 - - - - - - - - - - - - - - - �!- - --- - -- - - - - TEL: (651) 55-�q20 LINE OF ROOF OR Q1-10211 V-611 3'_p" FAX: (651)843-8180 FIRST FLOOR FLAN SECOND FLOOR FLAN II'-10211 OUI�DAT I O1� '�A1� N° ° DOUBLE FLOOR JOISTS PROJECT TITLE: REQUIRED UNDER PARALLEL 5GALE 1/411 — 11-011 SCALE 1/411 = I1-0" PARTITIONS AND ALL BATHROOMS. SCALE 1/411 = 11-011 &UJA REST DEINGE 3-72 NORTH DRIVE 1 1IATTITUGK, N.Y. II,i52 DRAWING TITLE: FROFOSED 2ND STORY ADDITION $ INTERIOR ALTERATIONS DRAWN BY: DRAWING NO. P.H. CHECKED BY- J.T. A-2 SCALE: A5 SHOWN DATE: TUBE NO. PROJ. NO. 4/15/06 05-45, i LEGEND NEW FOUNDATION NEW PARTITION EXIST. PARTITION DEMOLITION PARTITION/FOUND. 5D NEW SMOKE ® DETECTOR RIDGE VENT RIDGE VENT HARDWIRED WITH BATTERY BAGKUP ASPHALT 5HIN6LE5 ASPHALT SHINGLESNEW COMBINATION GO/5D SMOKE / CARBON VERTICAL CEDAR SIDIN6 VERTICAL SIDIN6 ® MONOXIDE DETECTOR HARDWIRED WITH BATTERY BACKUP L.B. WALL LOAD BEARING WALL T.B.M. TO BE MAINTAINED TOP OF PLATE TOP OF PLATE POST TO BELOW O POST FROM ABOVE 3' P.T. PRESSURE TREATED III I HDO DOUBLE HOT DIPPED MATCH EX15TINS O.H. O O GALVANIZED [fill 11111 L6J11 a� FINISH FLOOR - - FINISH FLOOR O u, TOP OF PLATE ry N OP OF PLATE O � c0 � FINISH FLOOR FINISH FLOOR O O m m [4/15/0(0 I FOR FILING 155UE NO. DESCRIPTION FRONT ELr-\/ATION �� �� SIMPSON 0516 STRAP TIES ®16" O.C. ` SCALE I/4 = I -O CONTRACTOR SHALL VERIFY Q` °. ALL FIELD CONDITIONS ANDDIMEN51ONS AND BE r` L, ��..E_ • 2"X4" WINDSTORM BRAGIN6 RE5PON5 BLE FOR FIELD FIT ® 48" O.G. FIRST (2) R.R. BAYS AND QUALITY OF WORK. NO ALLOWANCE5 SHALL BE MADE IN BEHALF OF THE J PER 355 (WFGN) 1 CONTRACTOR FOR ANY MATCH EXISTING PITCH R 16 H I ELEVATION ERROR OR NEGLECT ON HI5 PART. Ar, - �.> 1/2" GDX SHEATHING PER 35.4.1 (WFGM) t" STRONGBAGKS ro =;" O.G. (2) LAYERS #15 BLDG. PAPER (PEFORE) 4/I 8/06 ASPHALT SHIN&LE5 DOUBLE ICE 4 WATER SHIELD RIPSE WENT JL DRAFTING INC. UNDER ASPHALT SHIN&LE5. 2"x8" R,ID&E SHIELD TO CONSIST OF SELF- DRAFTSMEN All Types Of Plans Drafted ADHERING POLYMER MODIFIED E3co1MPLY5wIT.Asn 15 TO Providing The Finest In Affordable SIMPSON MT530G HURRICANE CLIP BLOCK UP R.R. TO MATCH Drafting Services S" CONNECTOR EA. R.R. TO STUDI EXIST6. ROOF AND SOFFIT HEIGHT 3 r-- www.jldrafting.com a 16" O.G. GUTTER 4 LEADERS 707 Suite A Route 110 • Farmingdale N.Y. 11735 TOP OF PLATE I"X6" RIM BOARD PER Phone (631) 843-1949 Fax (631) 643-8190 55.1.3 (YVFCM) 2"X8" G.J. 016" O.G W-O"O.H. TO MATCH EXSTG. 2-O 1/2" c`'W B• R-21 INS. CONT. VENTED PROPOSED JOHN TEUFF-L., FE. o SOFFIT MASTER PROPOSED � TYPICAL NEA HALL CONSTRUCTION: NYS LICENSE NUMBER 061438-I BATH SITTING AREA (2)2"X4" TOP PLATE PER 5.4.1.2 Ow-cm) - 2"X4" STUD5 a 16"0.0. PER 5.4.1.1, 5.4.1.12 (WFGM) -70-7 ROUTE 110 Suite ?�-I I/2" &AB. FARM I NGDALE, NY 11735 2"M" SHOE PER 5.4.1.3 (WFGM) 5/4" PLY. I/2" GDX PLYWOOD SHEATHING 5UB FLOOR TEL: (631)-755-7'120 FINISH FLOOR TYVEK O 5/8" FOAM BACKER (R-I.a) FAX: (631)843-8180 ry TOP OF PLATE VERTICAL CEDAR SIDIN6 EXSTG. R-13 INS. 2"xIO" F.J. 16" o.G. PROJECT TITLE: SIMPSON 0516 STRAP TIES lv.I.FJ ®16" O.G. (5TUD TO 5TUD) _ EXSTG. C7UJA O EXSTG. O.H. - RES I IDENGF- KITCHEN 5 72 NORTH DRIVE MATT ITUGK, N.Y. II1�52 FINISH FLOOR Oi EXSTG. m 2 xIO" F.J. (g) 16" o.G. DRAWING TITLE: 5" P.G. FND. Q EXSTG. STORAGE ROOM 2ND STORY a"X16" P.G. FND. FTG. ADL;)I TI ON INTERIOR ALTERATIONS 4" P.G. SLAB 0z - m DRAWN BY: DRAWING NO. � ` P.H. S E G I ION 1 A I CHECKED BY: J.T. A-5 SCALE 1/4" = 1'-0" SCALE: AS SHOWN DATE: TUBE NO. PROJ. NO. 4/13/06 OS-45�f