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HomeMy WebLinkAbout29731-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30680 Date: 01/11/05 THIS CERTIFIES that the building ALTERATION Location of Property: 505 SOUTHERN BLVD EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 21 Block 3 Lot 28 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 5, 2003 pursuant to which Building Permit No. 29731-Z dated SEPTEMBER 12, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION OF ATTACHED GARAGE INTO LIVING SPACE IN AN EXITING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ALVIN & BARBARA E HORING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2008749 09/07/04 PLUMBERS CERTIFICATION DATED N/A uthorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29731 Z Date SEPTEMBER 12 , 2003 Permission is hereby granted to: A T GAVARIS (HORING) 1200 LEXINGTON AVE APT 5A NEW YORK,NY 10028 for INTERIOR ALTERATIONS (GARAGE CONVERSION) TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 505 SOUTHERN BLVD EAST MARION County Tax Map No. 473889 Section 021 Block 0003 Lot No. 028 pursuant to application dated SEPTEMBER 5, 2003 and approved by the Building Inspector to expire on MARCH 12 , 2005 . Fee $ 150 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. �p New Construction: Old or pre-existing Building: ✓ (check one) Location of Property: O VT y4Xq Pk I House No. Street I Hamlet Owner or Owners of Property: &\I f G-- Suffolk County Tax Map No 1000, Section 011 Block 0 U(? Lot 2 Subdivision Filed Map. Lot: Permit No. 9 21�( Date of Permit. ' O3 Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: tf (check one) Fee Submitted: $ C� i3oLe�9-0 t , ��c 53�-- �+ Applicant Signature �P a �Or i -7 Town Hail, 53095 Main Road � 6)765.1 823 P. O. Sox 1170 � elep�nne (6 IS) 7'65-1857 Southold,New York 11971 d� 4;�, OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C N R m x F I C A T x 0 N >ATH: l z 00 a Building Permit No. Owner: (p e;ee print) Plumber; ��� �1 Inb � �"G (pl ase print) i certify that. the Molder used in the water supply system contains less than 2/10 of i% lead. 1 F(P(P lu r$ Signature) Sworn to before me this )z Clay o1r � SUSAN J.NAGY Notary Public State of New York Count No.4896735 Notary Public, Qualified In Suffolk County Comms Expires May 20 07 p _ _ ,,c4 v ca @n�n�n�n����n�n�n��.n�n�r�.t�rr���r���n�n�r�rnnn���r�nrn�.l`iq �1-��n�--n�nrT�n�.n��n�nrr��rr�n�n��n��n�n�Q —�� oc 5 BY THIS CERTIFICATE OF COMPLIANCE(THE �� `S r 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS5 5 5 5 BUREAU OF ELECTRICITY c5 40 FULTON STREET – NEW YORK, NY 10038 5 5 5 5 CERTIFIES THAT 55 5 Upon the application of upon premises owned by 5 55 PAUL R. BURNS ALVIN HORING P.O. BOX 1061 505 SOUTHERN BLVD. SOUTHOLD, NY 11971-0932, EAST MARION, NY 11939 5 S 5 5 Located at 505 SOUTHERN BLVD. EAST MARION, NY 11939 5 Application,Number: 2008749 Certificate Number: 2008749 5 5 rj Section: Block: Lot: Building Permit: BDC: ns11 S Residential - S Described as a 600 1199 square ft. occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 rj First Floor,Attached Garage,Outside, 5 5 S 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 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 7th Day of September,2004. SName OTY Rate Rating Circuit Type 5 � Wiring and Devices 5 j Outlet 12 0 Fixture 5 Fixture 12 0 Incandescent S Outlet 19 0 General Purpose 5 Receptacle 14 0 General Purpose C5� 5 Switch 10 0 General Purpose 5 Paddle Fan 2 0 Receptacle 2 0 GFCI C 5 S 5 5 5 5 5 5 S 5 S seal 5 5 1 of 1 S This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. TOWN OF SOUTHOLD PROPERTY 9MbRD CARD -- /&a1 OWNER STREET )--� VILLAGE DIST. i SUB. LOT - 477�-vo.�wq, 6aViViS�gtvq%oiki-y/v 6)-,Kz) S-� FORMER OW Eq, N E ACR. �manaf r 4�o ! G�ropjrK,� ccV7o ,1 S W TYPE OF BUILDING RW SEAS. VL. , FARM COMM. CB. MICS. Mkt. Volue 62 A LAND IMP. TOTAL DATE REMARKS � a bow i� 7 v �- .S s'o z� el O o v 4 7d d 76 2 i. S / eau `�` as j C o's 0ob 2-4Z LA ZZ - , .4 ul -J,, flu i Iyer- a b qS`= L- 1I -71 l r _ 12,196 '3 -Pal ;rh,r �r ;s a C��Q�ts c�•ao'�z l.rr� billable FRONTAGE ON WATER Noodland FRONTAGE ON ROAD a 5 o AeQdoM kmW DEPTH louse Plod BULKHEAD 1 • • • i ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■NN■■■N■■ LL t at a ■■■■■■■■■■■■■■■N■■■■ ■■■■■■N ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■�■■■■■■�■■■■■■■■■■■■■■■■■■ ■�■■■■■■■■■■■■■■■■■■■■■�■■■■■■ • Permit Number JUN 2 3 2014 MECcheck ComplianceJepoi t --} Checked By/Date New York State Energy T` '` on Code MECcheck Software Version 3.3 Release lc Data file :\Program Files\Check\MECcheck\Horing House.cck E:Horing House COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:06/21/04 DATE OF PLANS:06/18/04 PROJECT INFORMATION: Horing House • ' OC Southern Blvd East Marion,New York sy �P a COMPANY INFORMATION: +a Mark K. Schwartz,AIA-Architect,PLLC • P.O.Box 933 Cutchogue,New York 11935 k COMPLIANCE:Passes �!► Maximum UA= 168 Your Home= 161 4.2%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 784 30.0 0.0 27 Wall 1: Wood Frame, 16"o.c. 900 19.0 0.0 43 Window 1:Wood Frame,Double Pane with Low-E 183 0.340 62 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 616 19.0 0.0 29 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 are in compliance with this Code. MECcheck Inspection Checklist New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc DATE:06/21/04 TITLE:Horing House Bldg. Dept. Use I I Ceilings: [ ] ( 1. Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No I Comments: I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation I Comments: I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I 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. I Vapor Retarder. [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: [ l I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ ) I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ) I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ l I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] ( Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. k Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. i Service Water Heating: [ j I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by PiW Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature f F) Up to 1" >yJp to .251# 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipe& Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Ran-ge(F) uts 1"and Less .251 "to 211 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Applicant/ , Owners Name: (,c Date. t Reviewed: Architec1-3 •Cngineer: . . . 'h'G Date SCTM #: Submitted: -,W, 3 District: x.(70(7 Section: _ I31ock. Ilr'ojecd I..ocalion: Subdivision -- Name:_ Single & separate Required certification: .(Yes/No) Rut Rcq• l)istricl:46—���j/��_— �0 (I,0(size: �_Acival: CC� Reg. � Rcq l i [ [Loi coverage �I'ropascJ� _G` (I-"ont Yard 150 proposed �GL� ) (Side YarA ` [Req I roposcd U �� R �� car Yard Project Description: , -1 GENCN ERI�IITS REQUIRED FOR RE)7rFW N NO , I'e_ Y ES Nurtibc Suffolk County Health Dept. Nei}, York State. D. E. ('. _ Town Lolling Doai-d approval: — TOVIrli PIaul.nille Iaoard approv"iL Flood Plane Elevation ??? Flood Zone: o i:e BUILDING DEPT. INSPEC70U'GH [ ] FOUND TION IST PLBG. [ ] NDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �/' G4d DATE �� �� D� IN8PECT0 �� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [;72 UGH PLBG. [ ] FOUNDATION 2ND [ INS ULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNE R ARKS• /-a4� DATE /,-'Z///&/t5---INSlPECT0 73 ass-ieos suauiNc DE". INSPECTION [ ] FOUNDATION IST [ IR H PLBG. [ ] FOUNDATION 2ND � [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE lIIMNEY � REMARKS• zo-�PN 00,19 625 DATE � INSPECT 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING �f [>4INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � 99s�z DATE I � � _ d INSPECTOR'S ' " ` 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � INSPECTOR -lid !may 1 I M FOUNDAT i /pi / roc.... • Aad _ i nAlI I On i _ lid VIA BUILDING PERMIT APPLICATION CHECKLIST TOWN OF SOUTHOLD Do you have or need the following,before applying? BUILDING DEPARTMENT Board of Health TOWN HALL' - 5 2Q0 3 sets of Building Plans Planning Board approval SOUTHOLD,NY 11971 TEL: (631)765-1802 Sury ey FAX: (631)765-9502 `�131 Check . _ Septic Form www,northfork.net/Southold/ N•y•S.D.E.C. Trustees Contact: Examined 200-3— Mail to: �ad� �'✓p�TZ� Approved X20—Q3- Po6pX 93jLt1DGyFi- Disapproved aJc Phone: 4� --- Expiration 20--0,! Building Inspector APPLICATION FOR BUILDING PERMIT Date © 03 ' 20 INSTRUCTIONS completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ;t•This application MUST be P to schedule. public streets or lot plan to scale.Fee according remises or p sets of plans, accurate p P son remises,relationship to adjoining p b.Plot plan showing location of lot and of building P not be commenced before issuance of Building Permit- areas,and waterways this application may permit to the applicant. Such a permit C.The work covered by is the Building Inspector will issue a Building d.Upon approval of this application, ection throughout the work. Inspector shall be kept on the premises available for insp ose what so ever until the Building e.No building shall be occupied or used in whole or impart for any pure te of issues a Certificate of Occupancy- building permit shall expire if the work authorized has not commenced dmfs or otherregulations 2 months after the daffecting the f.Every $ Inspector may authorize,m writing'the extensent ion of the permit for an issuance or has not been completed within 18 months from such date.If no zoning property have been enacted in the interim,the Building P ursuant to the addition six months.Thereafter, a new permit shall be requiredD went tbr'tile-issudnee o'f a Building Permit P APPLICATION IS HEREBY MADE to the Building New York,sand other applicable Laws,Ordinances or Building Zone prcl nauce of the Town of Southold, Suffolk County, housing code, and n- hereatios, and to admit co ttuction of buildings additions,of alterations or fo�reixioval g demolition as herein described. e Regulations,.for the ps applicant agrees to comply with all applicable laws;ordinahces,building code, authorized inspectors on premises and in building for necessary inspections. �. ( afore o a li ant or name,if a corporation) (Mailing address of applicant) is owner,lessee( essee agent, architect engineer, general contractor, electrician,plurnbeT or builde State whether applicant Name of owner of premises (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 whish proposed work will be done: MA10-40 v amlet House Number Street 2 Block 0 .3 Lot .. County Tax Map No. 1000 Section Filed Map No. 4 =�'' Subdivision 'Onuao (Name) ...�.,� 1,1 Yi+tl : r a t j 2. State existing use and occupancy of pr es and intended use and occupancy of proposed construction: a. Existing use and occupancy tE FA,4fjC� 46110AC,V774- 1, b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated CostFee (To be paid on filing this application) 5. If dwelling,:g umber 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. 5Er,, to(-AWS 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 S 2Reaz Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P, 4-D O41312. Does proposed construction violate any zoning law, ordinance or. regulation?YES N04- 13. . Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO M, i aRh L 14. Names of Owner of premises NOwG Address Phone No. 477- 9 4 Name of Architect ;!�4A ee1c G!f w/1/t TL Address PO &k ?3 3 Phone No 73 4- 4.1 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide'survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the g v-7 (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. Sworajo before me this day of Ww6( 20_02_ No ,Public ignature of Applicant BONNIE J.DORM Notary Public,Stfe Of Naft No.01DO6095328,Seffo Omb Tom Expinsl*7,20 LM: SURVEY VIEW: PLOT 176 Certifications Indicated hereon signify that this plat of the hereon described property Is o true and correct representation of a recent surveyTITLE n NO. 6359r m In accordance with the existing Code of Practice for Land Surveyors by the New York State Association of Professional Land Surveyors. Sold Certifications shall run only to the plotted under my direction person for whom the survey Is prepared and on their behalf to the title company, governmental agency and lending institution listed hereon. This certificotion Is only for the lands as described hereon, It's not a certification of title, zoning or freedom from encumberonces. Certifications are not transferable to additional Institutions or subsequent owners. LAND NOW OR FORMERLY OF VIES N 89ANN E. DA 57 40+. E MAP 125. 19' LINE I I i 1 W 2 a 1 � I �+tf(S Su/1 v,�y H�1S 61E� 10KC TfX_�f TO I4U191 C_4TF P7,o10a s�'o co.v sTWv c-77.4J O00 ,u�, "'"' "'•w O . �7tOA LOT LOT 2 3 W �► 23Z a4'i 3 -+< a rt� d`2 p Z FE 0 3.8'E 0r' FUEL W O 7r e o WIRE FENCE ROOF 20' TANKS _j C/E ,�yE;,1 wva0 r FE -�__E`F CONCRETE v I 1.8'E 13.4, MASONRY o 18.3 �4a�A o� IAdmPtive- aTMr ' Ac.7-,i�it�977 av5- N FRM/E D No. aoa �1'�°PR.oX 3 3 SS F 2E.3' 0 23.3' 11 17.7' OV_ O MASONRY STEPS & iI LANDING p MASONRY WALK - F / 0 H in In 1 o0m � v 437.51' FOUND MONUMENT m MONUMENT FOUND r 86'49'20" W 125.00' SOUTHERN BOULEVARD The offsets or dimensions shown from structures to the property lines are for a specific purpose and use, and therefore, ore not intended to guide In the erection of fences, retolning walls, pools, patios, planting areas, additions to buildings and any other construction. and environmental conditions were not examined or considered as a part of this survey. Subsurface Easements, Rights—of—Way of Record, If any, not shown. Property comer monuments were not placed as a port of this survey. Barrett, Bonacci & Van Weele, P.C. REVISIONS: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A CIVIL ENGWEERS/SVRVEYORS/PLANNERS VIOLATION OF SECTION 7209 OF e .175ACommerceDrive,Hauppauge,NY 11788 THE NEW YORK STATE EDUCA- 7'EL 631/435-1111 FAX 631/435-1022 TION LAW. www.bbvpc.com LOT 3 . BLK. — MAP OF: AQUAVIEW PARK SITUATED AT: EAST MARION, TOWN OF SOUTHOLD FILED: JULY 30 1971 NO. 5621 CO.SUFFOLK COPIES OF THIS SURVEY MAP CERTIFIED TO: NOT BEARING THE LAND SUR— A 2003 B.B.V.,P.C. VEYOR'S SIGNATURE AND EM- PARAGON ABSTRACT INC BOSSED SEAL SHALL NOT BE FISRT AMERICAN TITLE INSURANCE CONSIDERED A VALID TRUE COPY. COMPANY OF NEW YORK JOB NO. A030576 WASHINGTON MUTUAL BANK, FA ALVIN HORING & BARBARA E. HORING DATE JUNE 5, 2003 DR. RAH CH. WJB SCALE: 1" = 40' DIST. 1000 SEC. 21 BLK. 3 LOT 28 M 6e k- oAl t3"aC Ks` FTC TD t Tjr'i4"B rtL�ti! GRADE i _BENT ZIV410 UNDER'ni TiERS CEFACATE — REQUIRED - _ - -- - JY 11_ — - - -- Ii We! -,bER C-cRTIFICA'ION JTENTr FORE - ' 'ihI ,A OF OCCO 4 fVCY N �) SOLDER USED IN WA ,L:R SUPPL Y SYSTEM CANNOT �' � u NOTE n I EXCEED 2/10 OF I% LEAD. - ___� Z r l l 2 5 0 �14 05, �� � ,101 ST.$ . RBQv F Rao e? CGCG PLUMBING PLUMBING WASTE K i3 w^ua F�wI�T ALL P &WATER LINES NEED TESTING BEFORE COVERING ALL CONSTRUCTION SHAD, MEET THE REQUIREMENTS OF THE F)e t _ comc, sa CODES OF NEW YORK STATE. Sts'16 'TDEA/A I N o N- ' 2x¢at&oG CERTIFICATION OF C r7/- 04 0 Ax NAILING & CONNECTIONS _ SE MEQ REQUIRED. is MMVW AS HOTED _ ` I _t NA Lf. 7 In r , DATE: 3 B.P. �!' _ ---,r>-�� Ow FEE• BY: I ( u� xtb- 0 NOTP BULMG DEPARTMENT AT 765-1802 8 M TO 4 PM FOR THE - FOLLOWING INVECTIONS: �` NC-:W/ 1. FOUNDATION - TWO REOMED FOR PEIU� CONCRETEly. C BAT74 Vo 2. ROUGH + fRAMNG & FLULOM a N+IS"T10N - 4. Fwx - CONSTRUCTION M!S? —BE COMPLETE FOR W. SSC 15�, ALL CMIRMI SHALL IEET YORK STATE MDT RESPONB�O �— — 0 E� �A,rl s T-i N v DESM OR OCCUPANCY OR ; k*,0 ►C1- ►n r lk it A • . 1--1 r INS � I OF OCCUPANCY A K . SCHWA - r'L �r U- - '' X223 �° 150 v T tj E JZ N 9_.!L t1 S r x# 1000 3 – Z 8) 0. .E '� A 5 MAK ► O> N f w 08�Z� 03 Cv N Il 5' _ r -- --- 4"0 ROOF VENT ROOF 4 ATTIC RATH 11/4 11/2 11114 oil1/2 11/4ISHWER 3 SH WER SECOND FLOG 11/4 3 3 3 11/4 C. I C.O. I<JTr.HFN QATH 1 3" 1114 4 11/2 11/4 4 3 F.A.I. D.W SIN SHOWER FIRST FLOOR 2 11/4 3 2 C.O1 RARFMFN'T' 1 1/4 1114 4 W M SIN BASEMENT 1112 1112 C.O1 4"C.i. TO APROVED SEPTIC SYSTEM HOUSE TRAP SLOPE■ n PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T.S. WIND-BORKE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL r I � I I I,- I •j I I 1 I I . � I � I II II II II M r ULTIPLE SECTION ASSEMBLY: I I I I 1/4'THICK BOLTS @ 2'OC it II I � II II I I i I I I I I I I I I II I II I I I- I - N.T.S. .I-' :I'- � - I 1, I I II FOR PANEL SPANS: I I I 4'OR WIDER SPAN I I I I I I Il 23/32'APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4') 1 I I 11 2x4 STRONG-BACKS @ 24'OC I I I I it II ASSEMBLY: 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3'(w/WASHERS)GALVINIZED OR I STAINLESS STEEL WOOD SCREW @ 12'O.C. 2).ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING w/ #10x3-(w/WASHERS)GALVINIZED OR STAINLESS STEEL WOOD SCREW Q 16'O.C. ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) MACHINE BOLT(4112'O.C. i �1� $ I Al (fHV U Se a e `e �i9-r 7— ,ccArrZr a A.-) � 34 �° ., l 3 iJ" z�r 123 �t CI��tJf�r WINDOW / DOOR SCHEDULE BELOW TO BE USED WITH DESIGN-PRESSURE UPGRADE KITS(INSTALLED)AND HIGH-PERFORMANCE INSULATED GLAZING ALL OPENINGS TO BE USED WITH IMPACT-RESISTANT GLAZING OR WITH DEBRI PROTECTION ALTERNATIVE (GLAZING PROTECTION TO BE DECIDED BY OWNER.DESIGN-PRESSURE KIT REQUIRED REGARDLESS OF DEBRI PROTECTION) SYM ZONE MANUFACTURE CAT.NO. DESCRIPTION UNIT'AREA ROUGH CLEAR OPENING GLAZING UNALUEtMRH MIN.DP UNIT DP NOTESS.F. OPENING S.F.(EGRESS) S.F. REQUIRED 4-- lAxWtt34jj T 2o4lo VPC E r Z43 o a A+4 .vx -o o 01- vp(=xA0- 3 a CAL AW4 10. 0-57--6-04-o -3 -3 v Grt-an DEBRI PROTECTION ALTERNATIVE AS PER SECTION 1609.1 N.Y.S.RES.CONST.CODE FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL 6 FEET<PANEL WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FEET AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR 2-1/2'#6OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS WOOD SCREWS 16 16 12 9 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT 2-1/2#8 HARDWARE PROVIDED. -WOOD SCREWS 16 16 16 12 CONSTRUCTION DETAIL5 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: _ - PART NUMBER: NOTES: %\\� R I DCBE-TO-RAFTERS _ L5TA24 APPLY TO EACH PAIR OF RAFTERS / RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER \ APPLY TO EACH RAFTER �i �� \ RAFTER-TO-PLATE RAFTER -0 \ NOTCHED RAFTER--0 �i'•� \\ \ _ RTI5 (USE WITH SPTH4 CONNECTOR) �� j RIDGE _ PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD O \RIpGE 2ND, FLOOR WALL-TO-IST, FLOOR W,,,LL KLFTA OR M5TA36 APPLY TO EACH WALL STUD / HEADER-TO-JACK STUD L8TAI2 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER. RT3 OR RTI APPLY TO EACH CRIPPLE STUD j I SHEAR WALL HOLDpOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-;TILL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE REAM TO RAFTER STRAPPING _ - (USE WITH 3 SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP FI,_TAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUC FOLLOW MANUFACTURES RECOMENDED IN51ALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD RAFTER PROVIDE 1/2" SPACING, \ BETWEEN THE END STUD ANCHOR BOLT CONNEC \ AND THE 2 OTHER STUDS ouNDnr!oN sls°Ola RAFTER / ANCHOR BOLT CONNECTION FOR ALLOWING � CONNED -T CORNER STUD SUPPORTING MA%If HOLDDOWN INGTALLATION TO TR/i4SFER SHEAR SILL PLATE TO FOUNDATION IsroRv - \ C� SCRAWL SPACE OR=TDATION '� \ FASTEI. U1TN (2) 16d SILL PLATE TO FOUNDATION o COMMC I NAILS 'm 6" O.G. CRAWL SPACE OR FOUNDATION TOP PLATE —O TDF' PLATE '� o� zsroRlEs WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES WALL STUD O --IDEWALL —EI•I!:'WALL USE WITH 3x3 SQUARE WASHE=1 WALL STUD -O \ - / \ CUSP LBPS58 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALT{,;RNATIV!E f2„a,FTER TO WAI_I_ STUD CONNECTION SHEAT-- WALL CORNER CONNECTIC" ��- 21ND. FLOOR WALL STUD -- --_-0 KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD--- WOOD JOIST— SUBFLOOR RIFT BOARD - O , HEADER- -'-0 �\ BLOCKING \� WOOD JOISTO GIRDER. HEADER (D IST, FLOOR. TOP PLATES - -.- JACK STUDS--- y�VVI WOOD GIRDER —O WOOD JOIST O ISi FLOUR WALL STUD - -0 TYPICAL HEADER C-- JOIST JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/FIEAD'�R TYPICAL MULTI-STORY CONNECTIONS IST. FLOOR WALL STUD -- O ` IST. FLOOR PLATE SUBFLOOR \; Si e WALL STUD WALL STUD RIM BOARD -�----0�' BOTTOM P[-ATE—ATf � '� EIOTTOM PLATES {� ✓ ,. BATHTUB � SUB FLOOR DBL, SILL PLATES e DOUBLE JOIST— ��� DOUBLEJOIST ���� DOUBLE SILL FLATE ---�=€�? (TO OVERLAP JOINTS) - - - � FOUNDATION WALL oFOUNDATION WALL - - -© - 1° DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS SILL PLATES TO FOUNDATION AIT I I NAILING SCHEDULE_ PLAN CONTENTS: GENERAL NOTES — WIND FRAMING NOTES ROOF FRAMING: °"uPA"`T `LA551FI`ATI°" 3RE51DE"TIAL V i— ) RIDGE-TO-RAFTER ASSEMBLY BUILDING 115E 1-114'x20grnrge drop shellb,chortld to-allpaanRaarr%In acrurdaine In lRFln 34. .JOINT DESCRIPTION NAIL NAIL NOTES BUILDING HEIGHT r� _ When a collar lin i%u sed in leu of a 'Idea arra,,the number of 10d coil[Iran nails required - _DTV_ _ — SPACING _ CONSTRUCTION I�TEp, in each end of the collar Ile need not exceed the tabulated number of fid naps m the strap TAP ER ATE 10'WALL 4 6J COMMON N RAFTER TOE-NAIL TOT 50 FT OF CONSTRUCTION _ 1111e lulunnullon within llAs sal rlconslmctlon durinnenbs lsrelaled to teal%deSlyn 2) RAFTE1,TO ASSENIRIP DE5IGN CRITERIA PRESCRIPTIVE A5 PER IJ.T.S. RE5IDEPITIAL CONSTRUCTION CODE AND CEILING.101ST W WFlLI. 3-flit COMMON EACH TUE-NAIL 1995 SBC HIGH WIND EDITI7✓N WOOD FRAME CONSTRUCTION MANUAL bdenl and framing d.hills They are Intended as a con.lrusit..aid,not a suhdilato Lateral framing cul shear wall cnnnnrllons for railer,crlllrrg or Inks Ira lop,Iola shop be In TO TOP PLATE IB'WALL A-8d COMMON .JOIST for generally Accepted good bullding pradlce and compliance whh current New York accordance to table 3.3 Whan a rafter or truss do not full In line wdb studs below,'ahem -- — --- - — FRAMING ELEMENTS AS PER FLOOR PLANS G OSS SECTION AND GENERAL NOTES Brum building codes The General Contractor Is JorgeFault,for provldlng standar nr trusses shall be attached In the wall top plate and the wall lop plate shall be attached 1. CEILING JOIST TO AS PER TABLE 3 7 EACI I FACE ExT. BALCONIES 60 Slate ucildin details and procedures to ensure s professionally finished,slmdurally the to the wall scud with 11,1111 amdml laps Roofs overhanirg Ice rake side of Ire building PARALLEL RAFTER _ WFCM=SBC LAP NAIL - sound and rt waails and procedures t p nsud shall be connected with upllg conarebons In accoranca with table 3.3c CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/a STORAGE 10 2) The General Contractor Is rnsponsrble for ensuring that all work and cendmelle. 3) WALL-TO-WALL ASSEMBLY: COLLAR TIE A5 PER TABLr_34 EACH FACG ATTICS w/ STORAGE 20 meal%eunenl federal,stale,%aunty and local codes,ordinances and repulalions,are Well studs above and studs helow a flea level Shall IF alnchpd with uPllft carnmclions In TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 These codes ere Ia be considered as pad of Ills spedflearions for this buffing and atearanca wllh table 3 3l,.When wall crude above do nal fill In llne'nllb studs finne,the -- - (LIVE LOADS PSF) should be adhered to even it in variance with the plan studs shall be.eeched to r cnmmmr membra in the ne.r assembly with upllll connectors In BLOCKING 2-Bit COMMON EACI I TOE ROOMS (OTHER THAN SLEEPING) 40 accordance With table 3 3TO RAFTER ENO IJAIL ROOMS (SLEEPING) 30 3) Dimensions shall lake precedent over scaled drawings RIM BOARD 2-laid COMN10N EACH END STAIRS 40 (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL GAURDRAILS (ANY DIRECTION( Zoo First wall studs shall be ronnecrd Ir the foundation,all from,or bottom plate will'upllll 4) The designer has not been engaged for construction aupemiarpn and assumes no cnneeclars Sled straps shall have a ndnimurn embedment of troches In ra.usleie WALL FRAMING. __ _ _ _.. E POSCRE DATAGORY preferability for conshnrlion coordinating with these plans,nor mapansihllily for loundallon and did, a-grade,15 inches In masonry block loundallons,ar lapped under LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ranslrudirn moans,methods,techniques,sequences,or procedures,or for safely Ilia plate and nailed m accorance with bible 3 36 When steel straps are lapped under the JOINT DESCRIPTION _QTY SPACING NO ES poesitions and pmgmms In connection with the work Them are no warranties for a bottom plate,fl Inch square washes shall be used with the anchor bolts Anchor bolt TOP PLA(E TO PER FACE NAIL (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE specific use expressed artnrplled In the use of these plans. spacing Is lobe spaced and sizer)In vccordmrce to table 3.2a In eddllun to spectral 2-19d COMMON SEE GENERAL NOTE PAGE - anchor bolls ale to be spaced between 6-i2 Inches from the slid of a All plate and all TOP PLATE FOOT SEE PIGTE I NAILING SCHEDULETOP PLATE'S AT JOINTS (ACE EGRESS SEE FLOOR FEARS AND WINDOW SCHEDULE 5) Refer to the Window and Door schedule for exlerior average earners INTERSECTIONS 4- had COMMON EA SIDE NAIL 6).The General Damneder is to ensure that masonry or profabracred nroplacas meets 5) TYPE I EXT ERIOR SHEARWALL CONNECTIONS STUD TD24" FACE exceeds manufacture's sperlllcalions and applicable codes. Type I exled r shear walls Wall a mirlmum of 7116 Inch wood%kuctuel panel on the exterior STUD 2-76J COMMON O C OIL or attached wllh ed cnmmen calls of 6"a c al the penal edges and 12"o c in Ilia held,and READER TO Iii"0 C f ACE 7),The General Carnractor is to consult.111,it,.owner for all built-rn Items 112 inch gypsum Wallboard on Jho leader etmehetl with Sd cooler malls al!"o c al pend - I6d COMMON such as bookcases,shelvin try,closers,alms,arc edges and I0'o c in the field shall he In accordance with the long ll,Natoli specl0ed HEADER ALONG EDGES NnIL 9 pan TOP OR BOTTOM 2-lad COMMON PER 2x4 STUD END in[able 315mb. PLATE TO Sl UD 3-16d COMMON PER 21 STUD W UL 8) Will load requlremenis shall be taken Into ncwunl tlwing cpnslrudlpm 6) TYPE II EXTERIOR SI IGARWFlLL CONNECTIONS FOUNDATION NOTES: BANOBOTTOM PLATE To Type 11 extenor 2-laid COMMON PER PLUMBING RISER DIAGRAM qce NAIL sheommlls shall lneel the requlremenbs of lable315a-b limas the appropriate FLOOR JOIST, , FOOT SEE : length adjustment factors In table 3 1 ENO JOIST OR BLOCKINS (VETE1,2 I.1) TheGeneral Contractor and Masan replans,eleva0oes,details end nates to - " determine intended heights of finished floor(a)above typical grade 7) INTERIOR SHEARWALLCONNECTIONS FLOOR FRAMING: 2) All footin sm rest on undisturbed(all in soil Allowable sidewall lengths provided In table 3.14 shall be pamaled 1.be Increased when NAIL NAIL G gin) Interior shearwnlls are used.Sheathing and carradmns shall be In accordance will, JOINT DESCRIPTION LIT (SPACING NOTES 3) Provide 712"expansion)nlnl malerlal between concrete slabs and abulling 2 4 4.2 and 2?4 respectively, ,IOISr TO PER TOE concrete or masonry walls securing in exterior or unhealed Interior areas 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS 4-PJ COMMON SILL,TOP PLATE OR GREEN JOIST NAIL 4 .An now concrete walls being attached Ira existing concrete slrudure shall Header anchor girder cannertlove shall bs ali,shed with uplllt emandmns In acchal.t BRIDGING 2EWCO1,111ON EACH TOEy with table 35 Window sill plates shell be hate Steel connectors In accordance with table TOJOIST _ END NFlIL FIRE PROTECTION SEE FLOOR PLANS be insmlledwllh ll41o4or,18"long atl2"or..Use approved epoxy for installation 35 BLOCKING FACH TOF (SMOKE r CO2 DETECTORS) 2MONEND NAIL q CONSTRUCTION5).Unlessorherwiscnoted,all slabs on grade to be 2500 psr.Cm¢rele Inbe g),CATHEDRAL CEILING ASSEM1I9LV TO JOIST — _ _ _ TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION- poured on 4 inch lhicksend or ravel all with 6x6 wire mesh reinforcing Interior slabs BLOCKING Io EACH TUE p . Where a ridge rs m bo used as a Alpha, I . be re the rafters shall elrher he notched and 3-laid COMMON ENERGT CALCULATIONS RESOHECK 3.5 RELEASE I to be minimum 3-1/2 inch(hick. anchored on top of the beam a,oia fin tonne are shall to beached m each ra vill Le be SILL OR TOP PLATE _ BLOCK NAIL 6).Crawl spaces to be prorrlded with a mmOnum 18"x24"access opening Install ane along the open a plap part mma bullding Co nedlons to the ridge and wall shall be be LEDGER STRIP EACH FACE AIL - 3-laid COMMON ottaahedwllhlheabavereq�Irenert TO BEAM _ _J_DIR, _ NAIL _ LiMAT1C & GEOGRAPHIC DESIGN CRITERIA 8x16 cast Iran foundation vent for every 150 sq it rl area — — — — JOIST ON LEDGER PER TOE �-/ DECK AND COVE ED PORCH NOTES: oBEAM Re COMMON Jolsr NAIL — 7) Damppronf exlerior of foundation with bituminous foaling as per section R406 of _ - GROUIID IND SEISMIC FROSTTSLIO"T WINTER ICE5HIELD FLOOD N V.S Residen[lal Cnnsinidlnn Code.A 6-rtrll pnlyelhyiene film shall ha applied over i).Unless otherwis.noted,all framinn mated Ito be Ill AGO pressure treat lumber BAND.101ST HER END NOW SPEED DESIGN WEATHERING LINE TERMIDESIGN UNDERLAYMENT HAZARDS Ilia below grade portion of exterior walls prior to badAlling — 3-laid COMMON — - All lesleners,hangers and anchors to he gale nized or stainless steel TO JOIST JOIST NAIL LOAD (MPH) CATEGORY DEPTHTEMP. REQUIRED BAIJDJOISTTp PER TOE(IPA MODER8) Ormnage as per sedlan R405 of N Y 5.Resltlenllal Consnudlon Code 2) Girders for dock Totals to be(2)2xlg,bolt tl to each post vAlb washers alyd nuts 2-15d COMMUN 45 LDS. 120 B SEVERE 4 FT.er steel wnmasher anchordSILL ORlOP PLATE FOOT SEE NOlE 1 TO HEAU Sill on concrete piers shall be anchnetl th prop — - -- -- -'— FRAMING NOTES into concrete will aminimum 1/2"IT..7"Ian andiabeat wol,weshrr%and nIt, ROOF SI_IEATHING: p Afigamiagmchmgneaaadsecured.aapre,a,dTd ,door,..11995SBCHIGIIWind shell ma12'x12"xl2"Bdekrnne.a.Q. olag JOIN acv spnciidG Nm ES _ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3) Paola silppanrng Ghees --- — --- -- - Eddlon Wood Freming CanSlrudlon Mmmel Use a ndnnnunl ill'dla.7'1 ong anchor boll Ili washers mid nuts roolmgs Snell --- -- --- --_- -- '— NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AS PER TABLE 3 R Sl BATHING LOCATION be 4 ft barn.good. STRUCTURAL PANEL ed AT PANEL EDGES SUPPORTS INTI - PANEL FIELD 2) Unless otherwise noted,all framing and structural wood material Io be 112+BTR WFCM-SUC _ __ _ — _ — . - Douglas Fir 4) Deal( olds to have hlncldng nl R'0 n.c - 4'PERIMETER EDGE ZONE eJ COMMON @ 6'O C 8d COMMON @ 6"O C _ SEE NOTES'1,3 - CEILING SHEATHING:RING: s6BNores. l (BOT1i FIELDS) 3) rlams,wells,cerllnen mud raftre,to be ,.,,,ad al I6 Inches o c JI ..rated h) A reli n1 in hrcb Ilacbbm'+hall ha lir.rolled hrlwvvll mr hrllkilnn and ledger M PTION IJAIL NAZI NOTES Rd COMMON At fi-INTERIOR ZONEU is flit COMMON @ 12"O C NOTE,2 FOR PANEL FIELD O g 2"dl .bolls wish washers and nuts �DI V. SPACIDIf, GA[3LE ENDWALL RAKE AND RN(E 1'RUSG 6a%NOTES D.C. aid coMwDN @ m'D.c SEE NOTES 1,3 otherwise Ledger m be fastened to bullding wtlh 11 — -- - - — 7" U C El I,F where needed Sd COOLERS 4) Unless el lao.a se noted all )]hen-11119kwdl and (2)f ll ball 2x ds a 1 BTR Dau fir RD N"0.C.rIELO openng wall headers to have(Z)31 la duds and d(full length sleds on eacn side of all 6) Concrete piers shall be a minlluum 6"above erode an LNG. SCHEDULE NOTES ONLY opemngeBurnigwon ivheva(3)lockatae.red,(2)va do.fill plansar 2. Ill WALL SHEATHING: openings Bearing wall window sills shall also have(2)window sill proles for 2x4 wall 7) All7oiets to be aiq+porled with hangers and anchors Each Joist shall also be anchored - TI(ESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN openings between 4'1 and RD and 2x6 walla In between 5'71 and fig Provide fire .JOINT DEGCRIPTIUN NAIL NAIL NOTES J w. per 1 Iadmin 4 tee[ou each side of dm rout p gs pen' gs to girders) _ _DIY SI'AfJlln _— I rel m�rf shaa[hhrt Ilhludleel of lire Inn4rr eJleuf Iha mol, g pe��r and blocking where al,ilumldl - - -- Iha 4 fool perimeter ed a anachmenls orfu 11 ed snail be used BJ.Covered Rnnk%ball he assenihlne and aichnmJ the same mm�ner as n l bmltl n SII3UC1 URAL AG PLR IA S r-:113 per ma a Be zoo 5) All flush beamslhandars m be Insldlod with hevvy duty gtildnized heogcrs mid — _ ypica g - Bit COMMON WFCM-slit — PANELS [I I nbulaatl 12 Inch o.c,man spadrtg nraunms:.Honoring rltachml to mR.N hen%(mmillg mewhors win c>0.19 ,ndmrs where spplmablo to all rarmecne,lois(.. PLUMBING NOTES 7116•DSS - aid COMMON T"Ep rEDE int lrandug members with<042<G<049,min luau spodagshall be reducedto 6 Inches nc PLYWOOD WO PIFI-N Il Onublru Boor olein11,, fit,roar n..r prnnllrl In lbr Iron'Tnivl mrrl mala halbirdrr Il All wnlrr%apply.Jrramm,mak vrnlma In be lnninllrdn-am NYS Hr I. Itl11 rayl".Ilfd /" 111. 1nr,l t Lrbnlalpd 4ludu+elrill nam lrrl nr+n......r elnml lin iamllm/Jaen'11 ander 1 hb(Pn4e rnr 'taro'.In hnvn rrmadn Illi Innmllnd nhall lin vmlllnrl Iii Innpnr Innd cnPnrdty nrrinmt natal CnnmrurJinn Pudr 1 1 I aunt.tui w lit % VVAt III IIU'Ir "I llrn ill Plf lit"II, Intl' hernial rn..... owllll ll I!•r P11911,Zhu troll rqur'Iull nbull lin mJururl if 9lrrr.bnn uv. r 2) Verify SepheSicknowit [lie Loafer, FLOOR SHEATHING: -- 7) Provide hioddnglbridyleg In h0orlorate at 8'0 o.c. Use solid Meclan,in floor totals under all bearing walls 3) I1 wall stuns,plat's or InIeL mr nit nal during In%L IInIInn Jnr any pluuthinp rnlard work, JOIN( ITr:Clill'I ION IJAIL NAI( NOTE" n.videmMaill,ho, oftPollJIF ,[a pmtarland%rrrnmhrr%1111rhee Vndywlthti,a -- -- DIY L,l'At,INh WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 8) Provide Insulation baffles at cave vents between rafters Install draft blocking as state code and manufacture's rncommendallon for maximum holo size and spacing permuted STRUCTURAL PANELS In']COMMON R O C.EDGE - HVAC SYSTEM NOTES c ATI ZING LOCATION NAIL SPACING NAIL SPACING AT INTERMEN FDELFIATE needed VOR LESS 12"U C FlELD NOTES Ai PANEL EDGES SUPPORTS IN THE PAPLO e).Unless otherwise noted,all roofs and walls to haveenrinimum ill"IHick,d ply Fir I).M1Jerhanicvl s'ubcontradrnis respnnslAle:oradhearing to all applicade codes and salary NOTI_sJ• TEWEZONE aid COMMON@fi"OC ed COMMON@12"OC. SEE NOTE31,3(BOTII FIELDS) COX exterior sheathing grade plywood Plywood to cover over plates and headers, requirements __ - NOTE 2 FOR PAUSE FIELD TI(ESE NOT ES ARE ONLY TO BE REFERRED TO IF INTERIOR ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 72 O C SEE NOTE.3 10) Unless.111 Iso noted use 314"did,TEG PTS Fir or Advartrch plywood suHOnnr 2) 1 VACsubconlmcmr Is to Filly surgical.all system dal.and requlremanls with the MENTIONED IN SCHEDULE NOTES ONLY adhered with PL400 adhesive and screwed to Poor foists.Finished floor to be restarted equIrmil supplier NOTES over subfloor as per manufacture's Inslrucrrnns 1) N riin I,,m,iemenls aro ba%ed on wnfl Will all l lis rn ug 3) I(VAC suberrnlmctar in Pmvlde flu ll system layout dmsion and subnul it Ip the General ns al F" an-salter if,,rye pa edge It toll twin Filo II) All hallnann walls In hater,112"Ihlck nml%jinn-Inslalenl shedrnck Rnrugn Willi and Coaoocmr en it l far fielmmew end approval shearcapaitiecel allInglriepnemnts for odallUmllla' II Ir-SE NOTES ARE ONLY TORE REFERREDTOIF MENTIONED IN SCIIEDULE NOTES ONLY, repines and ever favors.to have 518"thick type-x sheelmck.All other part.of building — - NOTES: O shear capacities,nalling requirements far slnvlurnl to have regular 112-sheatrock All walls to be taped and fidsned ELECTRICAL t y OTE S: members sl roll be dao bled,or aitenno connectors, I T.Far wall shrralhing within A feel of the corners,the A fool edge zone anachment requlremanls shall such as shear plates,shall Total to mmrdain load path he used 12) All(orf will.Filch less than 4 12 shall he Installed wlllt an Ica 8 Water harrier or 1).All a erlrica In hr Inste lid as prr NV S Residmdm fnnalvrl nn f.nde brbululuJ 12 kn:h a o.null u r ndu ouobad 1n"oil Imndn Is wrIll nGn awed eyeal Pial amla char be applied wIll,a Flberglue base Fluor.1N nn EPDM 2) Wl'err v+url tihp.ahbrp 1•,r rnddwea•, c.r r.unur.,Ivd .11 pec uG ate•moon n run Ila 41 nmin�a torch down type material over 2) All elecht work shall be appmverl by a qualified Underwater members Jho tabumled number o1 nails shall be lievered G>U.48 Bar Reading members with 042<G<,the Heil spacings small be reduced to fi Inches o c to be reduced to I -1 fid nail per fact 13) All 111 plates red wood In enamel wllh mncre[e to be pressure'rented.5111 pinles 10 31 1nsta` biga's detecmrs and Corbin M1lonoxitle tlemdors lhivuyhovi as per sedlon R317 J) For exterior panel siding,9alvmlzeJ box nods shall be permitted to be sWstituted for counrmn nails he Installed wtlh a foam sill Racket and fop-'-lex termite shield or approved equal nl N.V 5 Residenlld ConsIll alni Cndo 24'-2 3/H" 26'-O" o r----------------------------------------- I I — ° -------------------------------------- a I i i q I I I I I I I I I 4 20'-41/2" GARAGE q o>' b �y z 4" GONG SLAB W/ I > 8'-4" T-4 /H" 4'-6 3/H" I 6 X 6 10/10 HAM Pp�� 2u PITCH TO DOORS Q �d m Z _ zo q =aQv- ----- - -- - _ - _ -- --- ----- ---_ --� o < °o r � (2) 2" X ICA `� A " Q 61RDEP I p DECK ABO b Q m 0 10" DIA 50NOTUBF `A as GONG PIERS (TYP) X I b _______________________________J ___ __ _ A V--j r-- ----- - ---- -------J I I FH IE I I I I b j Y-a" 4'-4" I I I I I I I I I I I I UNEXGAVATED LONG SLAB ABOVE I OLD 6ARA6E AREA ABOVE I I I I I I I I I I i I I I I I I r -__-___----, . -___-_-__ F.A. VENT _____________J L___ L_J L__-___--__� _ r ---------------- -------- ----- --- --- Q -- ------- ---- -- -- O I POCKET FOR �! -�' 61RDER `� i tl1 FURN _r O d Q ro 9 I/2^GPI 40 JOISTS 16" O.G. (O to J H H I N 12" DIA SONONBE tz I I N V GONG PIERS (TYP) I r-J-- j I j j m N I a � I 0 16^ x all BL GONG V _ HER ON 30 x 30" 'p , ` x z I m O O GONG FTG. (TYP) V m )LI d- S xW x� O Iu (� m m $ m m �l r O EXISTING BASEMENTLp 2" X H" - 16" .G. GGA D.J. I IL .,IRAW�.E r- 2" RAT SLAB 3'-O2" X 10" - 16" O.O. F.J. 2" X 10" - 16" O.G. F.J. " " I BELOW BOTTOM OF I q I I I FLOOR JOISTS I I I I I I I I I I m % O L_____ I I I / m GIRDER \o l 10' I / L--------------- ----iL -- J --------- ----------I I -----� �-------------------� r-- ---� I I I I I I HT ® 12" 9R ® 6.m EXIST LAILO -- TOILET An . IN S DRYWELL H),TER LINE Ou ~ --------Jar 4 0223Az 3 NEW 135MT ENTRANCE ° AS el'-3 5/Ib" 13'-0 7/8" _ 42'-2 3/&' 26'-O„' I6-0 1/2" -------------------------------t------- \ / LF,\ 25'_5"20'-4 I/2" 6ARA6 I'-H-HV2" 4" GONG SLAB W/ / d \ 6X6 10/10 HWM / O N � I P � ry p y +/O� `ry, IIl r� J Z I� LINE OF ROOF OVER F! 101, AN6 \p r�J 1 d Z 0 b 10 4" X 4" POE T5 (YP) 'L+/ \ -0+ q - \ryl \o> aP x a r ------------ -1-- -- 5/6" FIRE RATED b ~ b GYP HALL BD ON HOUSE - - - - - GOMMON NALL AND CLO. \ tV O 13ALASTFRQ d 3'-O" HIGH PAILIN6 I V Q (2) q 1/2" MIGROLAM OVER 3'-O" FIRE RATED O X d N w q S (TYP) / SELF GL051N6 n I N d '4 DECK l N b ------ 5/4" X b" CEDAR DEGKIN6 k� I REMOVE to,b B'-0.. 1 FH660611R HMDOH ) I b q (2) 2" X 10" HDR 28310 \ d BATH b I LINE OF ROOF OVERHANG r--� ---------- -- -------- -- b �I 78 5'- _0 - -0" -0"II-2 6 3-10 I/2 O a m EXIST 6 \\/ Exis BEDROROOM r I o STUD N 5KYLITE q 1 N bqA\ o = Ln I EXISTING w STAIR 7=66&Z I \ m rybb� (2) 3068 BI FOLD m HALL v N J 3'-23/8" 4-61/ 4'-37/8" "1/2 r --- ------ _ I R�� � X N - 21'-5 1//8" F 9'-5 5/16" 4'_0" I Ib'_0° 0 roll I $ I I p ry x p N REMOVE O Z� SOFFITN _ U) 1 u m 1 1 Om_- DEGK 1 o N I 5/4" X 6" CEDAR DEGKIN6 NEXISTING 0 1 \ p i �( N O k I N v p Z I N z (3) 2" X\ ," 3� EX15TING xx UA m O P05TS n Nd LIIVIN6 ROOM W O O T _O N I m V 1 x // (4) 1 3/4" X I6" MIGROLAIM I �^ p O 9 m \ OR 8 3/4" X I6 I/2" 6LUL.AM 16F-31 R1061 (4) 2" X 4" U P05T5 m 1 3I 4" X b" (Y Q N (3) X POST POSTS S )LL (, ) r o F Q M m FAMILY ROOM III Y r NGATHEDRAL GL6 `9 ry EXIDININI66 $ x p ry IIIA _ 3'-0" H16H HANDRAIL AND j X IIm BALASTER5 N IIm v j (2) 2" x 10" ro EXIST j r HALL NEW 1 (2) TbJ29,410 4'-0" 4'-O" ON BE R OM V m 71 m EXIST m 12" FLUSH W/ 5RADE BEDROOM �o EX15T /O`4INSCyc ry 1 BESL 5/16" W r� Y� ' • "� an233q � — EXI5TIN6 EXISTING EXISTING I L -------------- ---------------------------------------� Aav LL' X V O Q d Kz q or b >z q 2 2 J ty C 4 1/21 4 1/21 m Z, ZD b wQ b A oa EXIST TO REI,VhIN Ow HIF IH ® ® aP q �I IIE ' d EXI5TIN6 FIN IST - o a SOUTH ELEVATION ly 4 N v m SKYLITE [Q j to v i C0 r ORIOKET BEYOND 12 FIN OLG .� � ~ OL O U — _—______--- �41/2t `` j FWT- Ilo � V U \ - NEW TW2b56 i� Hn FWT- Ilo oNn�el7 NEW TW2856 4 ®LF]® NEIN FWH 136115 // FWH6 II APLR \ FWH316115 \\ // 0 11 EX15T T;- REMAIN \ / EX15T TO REMAIN .�FIN IST FL I I I I I LI NORTH ELEVAT I ON .y � W S Cy chi ,1+ J22 0.�p or ;,� x 0 d 12 4 1/2t A F r=l O� V-4 >Z d Z --_ I(I�I P y Z O f� ■ ■ Q b E b �F EXI5TINO EXI5TIN5 EXI5TIN5 O so! 1EA=JI N® d ow NEW (2) T -- -- ~ FIN IST Fl. - _ --------------- -----__--- __---___---__---____--____ ___----_____ b t� b NEST ELEVATION 6 8 o a o � rc d N v ~ � m LO 3 v X Z ' VA m I Q O 2 N m 41/2± v NEW ROOF V I Ir I d I REM NEW IW1N WI WGbObll I I I I I I I I ` FIN I� 5T FL ______ ___________________________ I I I I I I I I I I I I I I I I I I I LJ LJ LJ EAST ELEVATI ON AAC\ WSC a � N 34 a +off} .VJ2233p 10 AOR t1B� (3) 1 3/4" X 14 MIGROLAM" RIDGE y x CONT RIDGE VENT 2" X 611 - 16110.C. n GJG JTS 5H N6LE5 TO MATCH EXIST v/ul I/2° PLYWOOD ROOF DECK 30# BUILDING PAPER 112"5HIPLE5 TG MATCH EXIST 12 2" X 10" - Ib" O.G. RR. I/2" PLILDIN6 ROOF DECK 4 1/2t 30# 10" - 1N" PAPER 2" X 10" - I6' O.G. R.R. — FACIA AND SOFFIT P 9 TO MATCH EXISTING q R-38 INSULATION d CONT SOFFIT VENT I/2" GYP WALL BD –�_ Q 2" X 6" X 16" O.C. WALL STUDS TYVEK HOUSE WRAP P 9 ON WALLS 6 GLEE. 1/2" COX PLYWOOD SHEATHING �I (2) COATS OF PAINT Q ❑ ❑ SIDING TO MATCH EXISTING (3) COATS OF SPACKLE m 0 >} b R-21 INSULATION 1Z 2" X b" CONT GGA � F SILL PLATE m Z �~ 5/8" DIA A. BOLT-4' O.G. ALUM TERMITE FLASHING Z O A w aP =m b II T/8" ENGINEERED b ~ I-JOISTS - 161, R-38 INSULATION O.G. F.J. �F b rk] OQ d NEW BASPMENT �7 N w 4" GONG SLAB W/ t� 6X6 10/10 WWM b 8" P.G, WALL ON 16" X 8" GONG FT& Y� W/ (2) 45 REBAR b AND 2" X 4" CONT KEYWAY aD SEGTION T EXISTING ROOF STRUGTURE d d EXIST (2) 2"X 0" RIDGE Q SHINGLES TO MATCH EXIST m 1/2" PLYWOOD ROOF DECK SHINGLES TO MATCH EXIST 30# BUILDING PAPER 12 1/2" PLYWOOD ROOF DEGK 2' X 8" - Ie" O.G. R.R. �4 1/2 OL IT 30# BUILDING PAPER m 2" X8" - 16" 0.0. R.R. IT K x z I 2" X e" - 16" O.G. G.J. v FACIA AND SOFFIT TO MATCH EXI5TINS, m EXIST KITCHEN (2) 2" X 10" � (2) 13/4" X q I/2 MIGROLAM HDR 2" X 4" 5TRON6BAGK V ~ I REMOVE REMOVE EXIST EXIST 16" or NEW 8'-O" OPN6. WINDOWS WINDOWS 4" X 4" POST 5TUD j S'NDY 2" X 4" X 16" O.G. WALL STUDS V REF TYVEK HOUSE WRAP U DINING AREA NEW FWGbObIIR 5/4" X 6" CEDAR DECKING 1/2" COX PLYWOOD SHEATHING 2" X 8" - 16" O.GF . GGA D.J. NEWS EXISTBEDROOM CABINETS (2) 2" X 10" GGA GIRDER SIDING TO MATCH EXISTING X 1� Ll IY d FIN FL OF HOUSE 2" X 6" CONT GGA d __ __ ___._____________________ SILL PLATE 4" GONG SLOB W/ 5/8" DIA A.M BOLT-4- O.G. EXIST 2" X lo" - Ib" O.G. F.J. bXb 10/10 WWM ALUM TERMITE FLASHING EXIST EXI5TIN6 BASEMENT 55MT z DOOR 8" P.C. WALL ON Q f I6" X 8" GONG FT6 NEW 85M1' FL BEYOND W (2)#5 REBAR EXIST AND 2" X 4" CONT KEYWAY BS T FIN FL EXIST 12" DIA SONOTUBE GONG PIER (TYP) STAIR 5EGTION 5EGTI0N adv 'R W dr �Y A0 ar KEW p � x o FRAMING NOTES I. All framing lumber shall be grade stamped DOUGLAS FIR- Lar grade no. 2 or better. 2. All sheathing to be APA rated, exposure I, 5/8" min. thickness. 3. All subfloorngto be APA rated, 51URD-I-FLOOR, exposure I, T 6 6 3/4"min. thickness, All edges of plywoodto be set on solid blocking. Glue and nail all sheets, 4. All headers 6'-0" and over shall be supported with double uprights, 9'-O" and over with triple uprights.All headers shall be a min. of 2-2" x 8" or as shown on drawing. q 5. Solid blocking shall be provided for all Joists and floor beams as per N.Y.S. code or as noted a 8'-O" o.c. min. Provide 2" d space for air circulation In roof. 121 6. Double framing around all openings (SKYLIGHTS, 5TAIR5 ETC) F or as noted on drawings. Q 7. All flush wood connections shall be fastened with rated galvanized metal connectors by "TECO" or approved equal. q 8. All flush wood connections shall be fastened with rated galvanized metal connectors by "TEGO" or approved equal. A I. Nall Ing schedules sholl be as per the N.Y.5. Bullding Code as a q p r minimum. All 2" x 6" studs shall receive 5-IOD nulls at sill and t=:4 )Z plate. All exterior nalls shall be galvanized. —1 � � 10. Plywood sheathing to de nalled with 8 D ® 4" o.c. exterior r m Z Z edges and 6 D a 12" O.C. Intermediate. Z 0 Q Q 11. All Interior and exterior fnlshes, flashing and waterproofing shall �- d Igo by Architect. w 12. All roof rafters shall be attached to the plate and stud with aF x < galvanized hurricane type connectors by "TECO" or approved b equal. For timber pile foundations, provide hurricane clips at all t- 0 d perimeter Joists to girder connections. =O.4N --------- __-- I I 13. All pre- engineered lumber shall be TRUS JOIST MACMILLAN series d rn w 0 � I III Wood-1-Beams and LVL products or equal. All Joists, girders and headers shall have bearing stiffeners Installed as per manufacturers recommepndations. Web stiffeners shall be required at all load and tDre aulred atnfloor ts at pminimum. A erimeters. Handilnl storaa andrlmJerectionaolfbescomponents shall be as per manufactuurers recommendations. 14. Provide solid blocking for bearing of all beams and posts. b 0 RIDGE ?LRESIDENTIAL GENERAL NOTES �,L All work shall be as the requirements of N.Y.S.Bullding Gods. When building In other Juristrlctlons,variations r ad�u stment5 aay be e, required, verify any such requireme 2. These plans to be used In canJunctlon with the Outline Specs RIG ET when provided.-�_�--------- M3. Assumed Soil BearingCapacity, 2 tons/Sq.ft. --- - 4. Concrete to be plain, unreinforced, 3000 d - 28 day test. 5. All footings to rest on virgin, undlsturbed soli. , N-li (7 6. All lumber to be Hem. Fir No. 2 1150 P.5.1. unless noted on o X I \9 \ III jl-JI pp any J _ y Ef M lr II 7. LOGATIO?N LYE DEAD DEFLFGT LIMIT III 11 Ist FI 40 LB. 10 LB. L/360 / 1 2nd FI (Sleep Area) 501-5, 10 LB. L/560 a Attic (Non Storage) 10 LB. 5 LB. L/360 o z rc > I Roof 30 LB. snow 15 LE. 1/360 Gelling Looms may have to be Increased for storage attics and rafters Increased for higher snow loads. L ----- p lr F -1 II 8. Electrical work to conform to the Notlonal Electric Code, New I 11 Li LIJ� -�t-1-- ---6== --J-f York State Energy Code, dated March, 1991, and any applicable 1 I Proal codes. IProvide o � rs as code 10. All head=rs to be (2) 2 " unl noted s otherwise. Doublefloor Jots under parall�patltlo 4 II 12. Indoor deslgn temp shall be max 72' for heated and min 76° — 11 if for cooling, based on table 2-1 In the New York State Energy Code dated Murch 1 1991. 4 l RIDGE 13. All exposed waterpiping and/or heating ducts to be Insulated I I as per .Sec. 7813 of New York State Energy Code dated March I. 1991. RIDGE N0 I / 14. All construction Is to be In accordance with prevalling codes NII and standards 15. All windows to be thermal Insulated glass. d- u'� 16. The Architect assumes no responsiblllty for the construction means, - U) 1 1 methods, techniques, sequences, or procedures, or for safety precautions X m I I and pro ggrams In connectlon with the work. There are no warranties, nor any merchantlblllty of fitness for a spealflo use expressed of Implied In the use of these pians. X Z / J 14. Contractor to verify all dill before starting Z i L__---_11___-____-_JL_-, construction. Do not scale drawings. Follow dimensions only. (Q j ---------------------il C'Stm- L r J 11 l)1 ~ (L 2 1 I I II II � I I II II Q NEN ROOF PLAN EXISTI NO FLOOR PLAN W 1 T H SGALB = 1/6" = I'-O" NEW FLOOR PLAN SHADED SCALE, 1/6" = 1'-0" 119"0 A 60 U m \IN SC,y a Nei Y �+ iia X12339 a I