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30763-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31503 Date: 03/28/06 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 1080 OAK DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 80 Block 2 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 21, 2004 pursuant to which Building Permit No. 30763-Z dated NOVEMBER 8, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH A & JANET T. JOHNSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2056115 08/19/05 PLUMBERS CERTIFICATION DATED 06/03/05 DINIZIO PLUMB.& HEATING AutTiorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD 4 � ' MAR 2 3 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. 3- d New Construction: Old or Pre-existing Building: (check one) Location of Property: / ^P C2 n94 e —Da \U House No. Street Hamlet Owner or Owners of Property: l� Suffolk County Tax Map No 1000, Section_�p Block Lot Subdivision _ _Filed Map. Lot: Permit No. O7 bl3z- Date of Permit,4/ U y Applicant: D C j)X) Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ 4Ap=p%1eaiu 'e 00 X31503 3�1 lam, O cP i�rJ�rhr�rJrJ��Pr� rr�PrJ�rJ�r>�rJrJ�r??n�fi�rJ�cl�cPrJ�rJ�rJ�r J�rJ�rJ��PrJ�rJrJ�rJ�cPrJ�rJ�cfrJ�r�rJ�rJ�rlrJ�rJ�rJ��rJ�rJ�rPcPr.Pr]iJ3PL r rL3rL3 Q3PLPtrJl co 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK E30ARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY rcj 55 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 S rj JOSEPH JOHNSO:i JOSEPH JOHNSON e c 1080 OAK DRIVE 1080 OAK DRIVE rS SOUTHOLD, NY 11971 SOUTHOLD, NY 11971 S 5 Located at 1080 OAK DRIVE SOUTHOLD, NY 11971 5 C5 Application Number: 2056115 Certificate Number: 2056115 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential 0599 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 SFirst Floor, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 5 19th August,2005. 5 Name 2 Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Smoke 5 5 Appliances and Accessories 5 [, Exhaust Fan 1 0 F.H.P. S 5 Wiring and Devices •�� 5 Outlet 2 0 Fixture 5 Fixture 2 0 Incandescent 5 5 Outlet 15 0 General Purpose 5 Receptacle 11 0 General Purpose 57 SSwitch 7 0 General Purpose 5 Paddle Fan 1 0 c Receptacle 1 0 GFCI 5 5 5 Sea/ 5 1 of 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 1111rJL3rL3r?PcP LTPQcPrJLPLrL3cP I Iff" PrJ�rJ@PrJ�rJr��PrJrJ�rJ�rJ@PrJ�rJ@PrJ�r�r�r�rnriiii:1 0 �gUFRIA, o rA : Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 �� �� Telephone(631)765-1802 Southold, New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: ��Lr�SlJr� (Please print) r Plumber: --7 iL) C (Please prin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 1 rs Signature) Sworn to before me this 3 a d day of A,3a,,;,f 20 U.�- John M.Judge NOTARY PUBLIC State of New York No.01JU6059406 Qualified In Suffolk Coun� commission Expires Mayty 9,20 Q2 C Notary Public, SVf F31k County ART �f-'�-, FORM A R C H I T E C T U R E June 7, 2005 Town Of Southold Building Department Town Hall — Southold,NY 11971 Project# 04072 Re: Johnson Residence— 1080 Oak Drive—Southold, NY. rput b' n, Dear Sir or Madam: In regards to the above-referenced Project, our office has performed a recent site visit in order to observe the general quality of work as well as the Projects overall progress. In-field framing changes were made after the Contractor conferred with our office and additional Specifications were provided to them by us. The resulting changes indicate certain deviations from the approved plans. Our plans have been revised to reflect the substance of these changes but these revised plans have not, as yet, been submitted to the Town in order to amend the existing permit. Until that time, please accept this letter and the following declaration. To the best of our knowledge,belief and ability, we believe that the framing for this Project, as constructed, is acceptable and substantially in compliance with pertinent Sections of The New York State Building Code. 4b Sin"y, � ymond Caliendo AIA, ASID 159 Broadway(Route 110) Village of Amityville, NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com �o�y,OF SOUrho6 36763 z �Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ] FINAL (-4514 dtti [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Q cf— r f DATE 3— �7, o INSPECTOR�� �o�NOF souTyO6 30763 Z- �Q �yCoy 'SOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE —1 7~ INSPECTOR �Q 74� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S*cg.,j — ` — ��g IS DATE INSPECTOR i �v 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [/ \] FIREPLACE & CHIMNEY ![ ] FIRE SAFETY INSPECTION REMARKS: ` O DATE =S�/ ��� INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION D IS F�oaTlAJ � FOtMDATION IST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ J FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE _`' J �� INSPECTOR '' �" 765.1802 BUILDING DEPT. INSPECTION /FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE-PLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: - - - f1 DATE _ 3 3 105-� INSPECTOR 36�� � � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. IF DATION 2ND [ ] INSULATION FR/I,MING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �J -✓�,cs DATE 4' INSPECTOR ,507 � 3- 765.1802 BUILDING DEPT. INSPECTION [ ] F DATION 1ST [ ] ROUGH PIBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: sz DATE Z 0 -15� INSPECTOR—Z" 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. 30763 Z Date NOVEMBER 8 , 2004 Permission is hereby granted to: JOSEPH A JOHNSON 210 NORTH KINGS AVE MASSAPEQUA,NY 11758 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1080 OAK DR SOUTHOLD County Tax Map No. 473889 Section 080 Block 0002 Lot No. 006 pursuant to application dated OCTOBER 21 , 2004 and approved by the Building Inspector to expire on MAY 8 , 2006 . Fee $ 294 . 00 7rilyd Sign re ORIGINAL Rev. 5/8/02 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) - -------------------------------------- Of FOUNDATION(2ND) C ROUGH FRAMING& PLUMBING 70 )7�a 57 CIL— INSULATION PER N.Y. - "3 STATE ENERGY CODE -- UN O d FINAL -- - D ADDITIONAL COMMENTS (7' O Zm m y m 0 r x d ro y �CJC2VEY�G Fort JNNNSON z .,QQyYIFVS/ ' s 0 TOWN OF SoLrTHOLo, N.Y. \ U � Q a, 11 \ ol 0. RD (12) o I � � y I ! { N.65 48=10 W. — er ce 1005.0 CGAUMQR EtD Alli sluN w ALA muI I�.Yf�e�O 72DOSURVISA NEW YOM OI U 1} yyON m L 09 THE NEW YOIK $ISI tpjICATYIN LAW. COPIES OF THIS SURVEY MAI IWI k.... 1 QIE lAl/p_MIRVEYOR,;S IEIK81_SEAl OR - 000SSW SEAL SHALL NOT U CONSU.'I 14 [O R A VALID TRUE CORY. GUARANTEES INDICATED HEREOM1 G[uY TO THE PERSON FOR WHOM THA "•"- 15 PREPARED, ANDON HIS 9EHALF TO '^ o EITLE COMEANY, 'GOVERNMENIAL A+,... 1"I�iR`., �b. Cl S...b� raS Pipe INSTITUTION USTED HEW), -Q n Iro..n pipe TO THE ASSIGNEES OF ME VA , { IUTIOY.GUARANTEES ••' Eo ADDInoH•, Guararrieod -fo -/he owner^,, •!'o +he LowTra,-V Tr+le /nsurcxn.-e Gori. ori../ 1 Nom: Lof rruinbers shown rej-erfr -ho Empire cif Americcr FSA, 81x1c Dort 'Map cf don Shores," O5 surVcy�d Jury 1g, 1983• fift a 'ir FfEc SEro!!c Coc�rrkj Clor�a �ce as Map Ko. 6�1. �ODE2ICK 1/RC�f-)Z.lYL,P.C. 5c�fblk ourrj Tax Mct�? C ick rm icw : `.icen d L_arTd� x vt5cfEo Olin+ 1000, Sccl: COO, OIL-, 2, Pt 1.6 a� a TOXM OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? ,'OWN HALL j"' 2T M Board of Health SOUTHOLD,NY 11971 j 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765.9502 Survey_ www.northforknetlSoufgolid/ -'PERMIT NO. ' ._..._.. Check Septic Form N.Y.S.D.E.C, Trustees Examined 120 Contact: Approved ,20_ Mail to: Disappmvcda/c ____ _ Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 20_ INSTRUCTIONS a This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plaits,accurate plot plait to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in pan 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. C A ART Og 1(LeNy /VRJItiNA.Tb (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder IT— Z Rewrr_ 7,Y¢'nr8 � yL/59 �XcADW1y �7¢ /•n/ TNHr+vr�.,�i N.Y i�7e/ Name of owner ofpremisis YAMHT G TSe'Hl Tram uSo., —T—(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 Na Phrmbers License NO. Eleetrictms License Not Other Trade's License No. 1. Location of land o ufiich Proposed work will be done: /� ._[Q&L_�,K RNF �jiYxOr J ( Ayyr¢w House Number 6trect Hamlet County Tax Ma"o. 1000 Sect' n QBa Block Z Lot Subdivision f;9ypo,v (_NnRrs Filed Map No. 3/ Lot (blame) 2. State existing use and occupancy of premise s.�yd intended use and occupancy of proposed construction: a. Existing use and occupancy his�peve� b. Intended use and occupancy AJJITIDN To Pxtsri.v 6. StrJe�mcd 3. Nature of work(check which applicable):New Building Addition.�Alteration Repair Removal Demolition Other Work 4. Estimated Cost 4 (Description) Sjjy lX10 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 r 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing stmchrres,if any:Front 30� 10' Rear -3D'-2� Depth 1O�- a Height 24 '/)" _Number of Stories I 'z Dimensions of same structure with alterations or additions:Front 35 ' -O Rear 35'-19 Depth 'ZO'-a" —Height 2-4' - p" Number of Stories ,Z S. Dimensions of entire new construction:Front 35 '-n Rear 30'' " Depth 4n -O Height ,Z44'-0" Number of Stories L 9. Size of lot:Front_ I,n Rear "• p Depth 10.Date of Purchase Name of Former Owner • 11.Zone or use district in which premises are situated 9-00 / 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO v/ 13.Will lot be re-graded?YIES/NOWill excess fill be removed from promises?YES_NO--V—/ 1/wer Tam al 14.Names of Owner of premises Address-��Phone No. f 3l 7,,5_/4-¢7 Name of Architect gam,Address Phone No / 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 wettand?•YES_NO_V_ •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 properly is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF klv' tJ� G' 10 1 ItW being duly swom,deposes and says that(s)he is the applicant (Name of individual signing d �contract)above name (S)He is the __ �WZT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have perforated the said work and to make and file this application; that all statements contained in this application are tore 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. Sworn to before me 1' --.YO da ,�20Oq, Notary P L/ Signature of App Notary Pubuo. it! stats at Now Ta No.OIWA6088518 Qualified in Suffolk County Commission Expires Nov.40 County Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename: ZA000-2004\0407Z104072.rck PROJECT TITLE:JOHNSON RESIDENCE COUNTY:Nassau STATE:New York HDD:4910 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.07 DATE: 09/27/04 DATE OF PLANS: 8-17-04 PROJECT DESCRIPTION: TWO STORY ADDITION DESIGNER/CONTRACTOR: ART OF FORM ARCHITECTS 159 BROADWAY AMITYVILLE,NEW YORK 11701 (631)264-8191 COMPLIANCE:Passes Maximum UA=299 Your Home UA= 185 38.1%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value B--Value U-F UA Ceiling 1:Flat Ceiling or Scissor Truss 665 30.0 0.0 23 Wall 1: Wood Frame, 16"o.c. 1728 19.0 0.0 96 Window 1:Wood Frame:Double Pane with Low-E 114 0.320 36 Door 1: Solid 21 0.400 8 Floor I:All-Wood Joist/Truss:Over Unconditioned Space 665 30.0 0.0 22 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. REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 09/27/04 PROJECT TITLE:JOHNSON RESIDENCE Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Windows: ( ] 1. Window 1:Wood Frame:Double Pane with Low-E,El-factor:0.320 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor.0.400 Comments: I Floors: [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air 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 Materials Identification: [ ] 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. I ! Duct Insulation: ( ] ! Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ J J 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- [ ] Retum 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), I mastic-plus-embedded-fabric,or tapes_ Tapes and mastics must be rated LTL I SIA or LJL 18111. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in.w.g.(500 Pa). [ J I The MVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space j temperature set point of the largest zone. l Electric Systems: ( ] I Separate electric meters are required for each dwelling unit. I 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. ! Service Water Heating: ( ] 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. [ ] ! 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. i Swimming Pools: [ ] All heated swimming pools must have an onloffheater 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: [ ] I HVAC piping conveying fluids above 105 T or chilled fluids below i5 T must be insulated to the levels in Table 2. Table 1 Minimum hmdadwThicknesrforCirewlot I",Water Pipes Insulation Thickness in Inches by Pye Sizes Heated Water Non -culatine-Rnuouts Circlater¢Mains and Runouts Temperature(Fl Up to I„ Ull to 1,25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness'n Inches by Piln Sees Piping System Ty-pec Range(F) Runawts 1"and Less 1.25 to 2" 52_t" o 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 15 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 LO 1.5 20 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 OS 0.75 1.0 and Brine Below 40 1.0 LO L5 1.5 NOTES TO FIELD (Building Department Use Only) BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: j,,_4. r/04 APPLICANT: �,own�„� DATE SUBMITTED: 1_0 /lpj_/04 SCTM#DISTRICT: 1,000, SECTION: S(0 , BLOCK: 2 , LOT: 6 SUBDIVISION: 8144" S�wec ADDRESS: 10S,0 n&U !D(Zz, CITY: ZONING DISTRICT: J&4s2 CONFORMING? ►ya BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y O -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO P -Z/C/0 Z- , INFO s . SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: Alm.. ACT. LOT SIZE: 1540 REQ. LOT COV. ACT. LOT COV. &%'o_ REQ. FRONT 3r PROP. FRONT__REQ SIDE ACT. SIDE REQ. REAR 3'S` PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: A'b -_ T'. ESTIMATED PROJECT COST. Sta1L /ENGINEER: WATER FRONT? No DESCRIPTION: PANEL # FLOOD ZONE:Pox BULKHEAD? ovo DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED#): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y or N SEPTIC CE IFICATION: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O O DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE: _/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES O DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE COD OMPLIANCE (SEE PAGE 2): YES or NO NOTES: t. FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF IIT OTHER TOTAL TOTAL: 1.3310 SF FEE FEE FEE ( I SF)- CCS; F)= �'<) SFX$, ""_�_$ 1'44 +$ 6-b +$ _$ ( SF)- SF)= SFX$ _$ +$ +$ = $ ( SF)- SF)= SFX$ _$ +$ +$ = $ FINAL TOTAL: $ ��' NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC t//DESIGN CRITERIA: / Ground Snow Load: 45 , - Wind Speed: .120 PH ✓ Seismic Design Category:B f Weathering: Severe__,ZFrost Depth: 36" 'Termite: M-H�1)ecay: S-M Design Temp: 11 "-/Ice Shield Underlay: YES Flood Hazards: !� USE/OCCUPANCY CLASSIFICA/TION: HEIGHT/FIRE AREA: ✓ TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERS qeA w r-c#-,t FULL FRAMING DESIGN ELEMENT /N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATION . /N LIVE:Y/N DEAD:Y/N SNO : Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENT /N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTIO" ULE: Y MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTEC N EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFIC' : Y/N NERGY CALCS: Y/N �--� OMPLIENCE?Y/N(RETURN TO PAGE ONE) ART FORM A R C H I T E C T U R E June 7, 2005 Town Of Southold Building Department Town Hall Southold,NY 11971 Project# 04072 Re: Johnson Residence— 1080 Oak Drive—Southold,NY. Dear Sir or Madam: In regards to the above-referenced Project,our office has performed a recent site visit in order to observe the general quality of work as well as the Projects overall progress. In-field framing changes were made after the Contractor conferred with our office and additional Specifications were provided to them by us. The resulting changes indicate certain deviations from the approved plans. Our plans have been revised to reflect the substance of these changes but these revised plans have not, as yet, been submitted to the Town in order to amend the existing permit. Until that time,please accept this letter and the following declaration. To the best of our knowledge,belief and ability,we believe that the framing for this Project, as constructed, is acceptable and substantially in compliance with pertinent Sections of The New York State Building Code. W +s irk Since J � o mond Caliendo, AIA,ASID E'. W.W. 159 Broadway(Route 110) Village of Amityville, NY 11701 tel 631.264.8191 fax 631.264.8189 artofform.com -y. ,•-, .... wJjmp�': ..�,� ._, ,.,fir-,.. . .. .:.may. - - n +�. PRO[IISE ALL N �? " At KAY,ft WWW F"TOM INSTALLATION OF NEWcoo AJ/wIT,It yTolt V P3 STNIO ref�H TUjd •R6 BIP6 lS1''THE GEMh1ItWN ut71�G:SNORNMM" l �'t nRan+ ',r 1Fi, x TW ESS W�� @M rRrre=FWD OURNO ole+ ITA z ALL h eap ar No aTmmoNOF ta�Nn�er s rt�lar�1 Y,Pww ra>aar�o nnoNewu L ae a�rrt ro rNE SYMBOL LEGEND LIST OF aRrliiTeTIi�NS aP ALL Ab AlttHOR TTEd No OPERAt1aNs. A$BAI laA Wt1 ', B. MY AND ALL IT00NOT SON NEWON f?00 Cp++ W M - '. d 'ASB TRfnC "� To ANY'ACT�laHYOL SAfE A ?URAL DRAWING PREFIX FAR FLOOR AREA RATIO C13 Otfill'{YWRk1A I6. ASL 4f�NMG BLdfN6 tolEMaM bH�,4L�6 EMpI OCAJG LM CENTER ' - .hOR'A1jAGi,'gSgNS ALL P�41is'Alm n. BUILDMTd,6'Oa1G�1'Iifs„OFt ai<SIRFAfALlTiB'6 TO gH�IbL10FEp 6W4AU:p BE RS"K�T!ED TO 3'BEL031 AC. AIR CCNDITIfMlER'' F9' iNBER STRESS E FDOTAfET OOH C vERHE DIAMETER . C�,IpNi, t!R oF: t�a02 apt+I tcaeLE FINuwi tRar+�S It Id wap FW+EtIGE to iu�aµMASS,H Ilnlub;ooar�8,eKYLw�rte,AND SECTION DESIGNATION t AND : 4 N¢ SII SGhSi1lUThdNs.Td PLAid AN9AFIFA O rGATTONs SF4YL BE ALLCIBp IIfAd017f 91ttt7EFl PIXFUO CLYTISWOM6.A4TU.Al DH1aL1TX1N INIEfd S ARE USED FORDl31DI,ISN7N,A • At - APF�d�f'F THE ARCHRECT OM&W ' BE PIWV0W•SND PSIOLmoN AVA SMT'LSE of EXPL ny"IN SHEET Nl1MEiER FM FINISH DPN'G OPENING _ A►D coltDrTNONA'?OND.NFN I e(6 �R ra# WIN ICS rt MDPHt T*AN 6*L4*l BE MCEO 1 UI°TO P KW E AFF �ABDVE'fINQSHED FLOOR FLS.XR FLK FLOOR IST PA FW i C, RATIO y, N P18OK'Tp.fIN6 6JAAh CF IDf W SMA�4L BE ENE• 4 AS 6 IF 41fEJiI TFR caENdrS pMp�A IfI�N o"sT41 DISAgIlpsA A$51111Ca FLOaR6 SI A86 . tlflp" AFIER MS6 DETAIL NUMBER D PENNY Ia "n 8 ESlRF1F 'MASIraM 4pPNiiY Ots3 bPBSN65 �FItLED TO FAGiLi7ATE DRgIJOGE AND ADS AMERICAN DISABILITIES ACT FD FLOOR F OR . PPERPFNDICULAR n$ ASISNOIiPI3+E�': L TR31LOW DRASMa IFILWATION, I�WMOI$IT. 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D� TOS TYGP NE IFY BUILDING DEPARTMENT AT ATd #R BEARING+ AOU4tLE LL BI84AK LME PR MATGH'LINE a aLl urtBIuB.L �€ LT LMI T 7e5-1302 SAM To aPM FORTHE w T Lil a 4l QeM >�' DET }3EiAIL FOLLOWING INSPEc^nNS .yX X X LINE Dbl: GrtJt#CLE� M MECtN;4BGAJ. DRA1(IM J minx 1. FouNDAnarl r nry REQUIRED fa'4 TWE ''1�AEl NS1;Li�,ITT"' ':yNIBIsATIQlI6;COpFJZglw6 i ' 1 IE1�Mgl., 1? h✓O.0 P WiN7-TNISMIF,tiICL ANY OND ALL NOVO INCUL D UTW DIA, DIA'IETER QRDIk401NAL MAX ,�, VL lt�Ill4FtiER'S LABORb>,TOFS@b POUREu � : � c " - 2. ROUGH - FRAM IVa d PLUMBING Q _ . Alli? k � ,IfBA k' 5T9WURN , SUP SM TWIdBECTiONAFNOTES. CcrNSR�TaI,A1!ALLMCtrFYARCNNECT T DIAMETER 30 7MEATS ASSUIlR*p BILOY IK.JJMMY'1�4TiQ:N-Il1-PRO ORi r SIRIv 6 AS Y#".MIDW pY ' � $NpU4(RD,��p� ONYrNq`A:ALA:Wp�Tk�i'd",p-pli'AUM901DiR. DIM '©IMENSIDN MISCH �'� �i YENRILATION 3. INSULATION Z // tRS38lg4 C�+R ANT AI�l� QR 1tT3 ORtq: 4T TTE AvP015M, 7W i ALL*girL.*o.LISSS7 OM SOLDD,TND Silas l3'Sa1L WAllYaAMNI1Uhl@RtRMfa CARAGTT CFI TONS MIL. MIL SIETETR V1F VERIFY IN FEW 4. FINAL - COINS" UCTION MUST SiF. pf �To NLYUPDN T�C-\AG�IGAtYIWD0=ETI�SS'OFSAID""Yo,TESTS, DN DOWN MTL peg BE COMPLETE FOR C.O. O !. C04EA JOPSS\N relfHA4L:BE uEI¢tICiY.,MkXRAM DISfiASGE 6Eiil�I JORtts SHALL BE DAB. DEPARTMENT OF BUILDWGS vLT VSNT L GOMPOSPIIQN TILE 91 NS RY Ta yIrY'�E AYA1Ll�II�NT W ON+SNE T",PRARY POW - �' MM MRIAIN'�'I ALL CONSTRUCTION SHALL MEET T* - MIN WA �' r 1' Mtl�p ' DIW DRUM MTD VERTICAL REQUIREMENTS OFTHE COCES OFN r ti NIVTtAIJ,;A71SS'pR4ER'.OIW . adTITIAN i.IiJR.11 "R1*1 4,, '�I6LA /II�R KNFILLIi ,FIkLBI#AI,LIO�PIR'j1Pj$RLY(�QF�+A(11fCDFILAY RB. DUL DOIL�L W YORK STATE. NOT RESPONSIBLE F , 111 SISTALL DIIi.OI L fR TYPEI�KN K OG kkNhaILY GOURN LOCATIONS. MFG MANFAC74�ER U6S7.OR WIDE.BIIDhI "S (* iS3C7S49R6 A'O-ALL. EOIIW4SRT A'6 PST�IPFERI04 SLAB' M , OPENING WD UFIK#lT DESIGN OR CONSTRUCTION ERROR ' A8 PER E ELECTRICAL DRAOMG-PREFIX', A7 SN AS F LIY qrI AW BW4 BE HRSWBD pTN rNF RdTBD GYPSIM MrWhdLIIF Q SF sJtkT{otk N EA EACH MAT MATERIAL tW WifN r Y .vp"kJ SSPA eµau ' it .e eac�►ri'. i. ue6 7 sAMdw 6!' .' '�I�Arnk�6uprC#�s»t�zYso SeE E EAST MI6c MISMIANEOUS tl ut PLUMBING 'NYf1 AT r s`VJ-B�If,1�,OF"� ^f,+'1RD 'l�F(aN61@t$IUI1M1l N6b1'hKe1tE ALW 6-6R AM.i ONO UD wow ALL PLUMBING WASTE ARPRCOF *00" SPACE 11FIA 1,W D LArt#GdPACE wTN ' QF Bwl1'1P' NOT E? !4 - ELEG El.EG7RIC, ELEG'A21CAL WC DATER CLOSET S WATER LINES OVER b .�, .A'p': ,:ppf ,�l.,'t p:A 4p' '1 IIF �FW.L OE FI(iE;Ono S.' USE �lAw NBU q�J„Et$1EEL'fE�?f�Rs,I'fiE'RNfi ASTM AI6 ELEv,EL ELEVATI,t7N � N��' � �� TESTING BEFORE COVERING e (LA 1 ok'at&TESL It= , i .OIIJ E rotvRl trx S es of ar L(AST y41C8L EMEI�. E1 RIMY NC.NiG NO CHANGE RS ws S11AT.1.BE pla aP Olk.f TyMiJ 4S ATKT1 SStYt 00f.WAILPl6,FAERICOM AND N µ WF WIRE FLAN4E N04AALL ILR�igwySUSSx►Y.Yt°Slel�laLrT�oaRp,arroNavp � ° AerANtsARpe cE WM AKEcuiP. EraLn�E TWCQWTRAci , wp WATER RESISTANT I YPSIF9� Ift EQ EOTUAI NTS NOT TOOCALE W1F IIFI DEC9 WIRE FABRIC OQD'ZO S ( )EMU ¢1i. ,WMdIIAIL�4lA -0F OL �1 WAR 401XL 0010 ow' . EST ESTIMATED NO! WI'IBER UMCi UELDED WIRE:M66HCOMPLY WITH CT.Y WAN T t CODE%l RJ.iR AND yTM0AW$'BPGOOD EXIST EXISTNG ZIR ZM"RESOLUTION FLOOD DAMAGE PREVENTIO"(illf40L0k lb, S[ONdIS,7R M 4 FEIKKAREITI ,ANdTI'Nif,R1G 1BE61;E6 EXP. OR NY6 SOgfHOLDTOWNCODE. - ` Mt IO l0ld�I plttlN6 TO M ACMW AV TO P EXPAN EMPANSION NYC AW II EM EXTERIOR CERTIFICATION TI RETAIN STORM WATER RUNOFF i', , ,pTBp . : S�N• PIS7rNLTE .''St LR NAILING & CONNECTIONS PURSUANT TO SECTION 45-10C Ok N 'F AMB ro RBMASL E OF THE TOWN CODE, p L 71 as: _ ' "WpIEG wuU rs CQ :TO TMl RAPT ANpvtLLwarq >E dbt;Bntr'dR a>uER eucN �E ,UlI!.,p� .�m�a "4 i TIF i' Mi1016WW"A gCT 'IINp,STOR76,FR76 ''tp'tS'lP�illMPiIRr R1INirs'IW`'tfE'WS.DTN4. ALL CONSTRUCTION SHALL MgA"T-: T'4aAVLgw ALL W7Rk ,'r�I`tMf Afm. �G'tiTl?CaES•' D. coNFipu¢nrM ufPSRgtrcFtueLL WT Al=d`elc Nai:LgSTYS ok tEaNa OF ealBeSS FOIe.TENaaS OF THE BuiwING I �A ? AOM 157d' TIN INtlSIIGN,@'TO17 hip' OF MY 9. ' k90ipl7MG1T1F7�16u1LLts77N L PoIt'IbNdFrE4FIk9vttfdlFglOR'ELEGTRICALEBFtvcEs MEET THE,REQUIREMENTS OF THE. ra.oazcle E r OR 4M fAI q fNl 6 isr TTNB BEMOLMIow nlolle 11rRIOUr ATRpit+drAu To m 0 7w COPES OF NEW YOR�(S'FAT UNDERWRITERS CERTIFICATE;, TA�TO R k CpN4fiilCtxlN:gtliltiNN ti doPWO To**IAL WWI Cllr MOISE 1,01E AM TO&.W PM,MONDAYS REOUIRE-0 S IGNMIk 1KT111 TA ASI?FRAfRN@PIkE3. ALL ACA'KLATED r I+iI tAT Ei FL, 1.1pAYs., ..DPW , M.,..,,.w. WOF JMr PMSTT +kTN i4TLSMACL BE gr, sSTF w '! '': OG „� .DR COMPLY WITH ALL COD r �� " NEW YORK STATE & TOWN CODES IVI �K , BN ( 'ir J UIN!_ANFUL ASREQUI ED ANDCONDITIONSOF�' T � �F RTIFICA� sOTFOUT ' UTHO4TOWNZ6� 17 1NCY WN rY r '.r PLANNING BOARD THOLD TOWN TRUSTEES 1f E .B A ti PI _I'Vr lC PTIFIbATIONY:S,DEC IcwTbaY mon LNTREFORE T'OF OCCUPANOY CL F F USED IN WATER "C TTIATCA " T P. 'e SYSTEM CANNQT EfiuEEU2/IO 0,F'l/ LEAD. It- •, : rr •. -r '. _ ., Y. is , .. ' C.':. .:. .- _ el-. ': a _: _ ..-�...„u-.yu-_u ...— _ ii _ ._ i ,i , ,_r. _ i i i 11 NNT�RI1DQOgE�W �sa��awraosarRwrrd�awta�aacov61111111IMM&POW(8,1169) MOW2"INALT 0011GESI.TM ar'ta1W(oe OF 00" sfatgiw dusBP'S _•____ _________•-__-_--------_ ___-___• __-_____________-__-___________---_____-___-______ IaY11M provisum of No section, �� TABLE 19'35 *M14 SS.G. HIGH WIN EDITION .gl=ow ill 2fticRa.( ae i'' , TTPaa.ne con Rx off so" 1 -1 dock& k Stan be faatard to STRAPPING SCHEDULE A 1V4•.woAIeaaAty. P+rl.90522 Sopa.Asptalt dot aiy IDS used al rod steps or FASTENER SPACM(how) NOTE: 11416 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS ~T rA.w�' : tan Ialka vwtiwl in a was lnrumar(2:0)a g0aw. Por rod elopes Ir4Ja Into nali4 vertical to Q WAS horl;ontal -----------____________________________________________________ (SEE SECTION FOR STRAPPING AND REMIRET'ENT6. ' F;w r W far Iaa4 Into wal to T( i ab In WAS horizontal Panel Wee 2 fl. lees than 4 R.4es than 6 it. lase than SECTICN FOR ROUGH OPENING FRAMING REQUIREMENTS) ZAAP4 s�� 6 �hoin rizontal lees Nan a eq.m parol panel span panel aper ALL NAILING 16 A GENERAL SPECIFICATION IT APPLIES UNLE88 NOTED OTHERWISE derm or again to Wan less than le" that Or Iss Iran a M6053�2nL ra� �w����e�b�t PASiENtR TYPE 2 feet 4 fpm equal m equal b 6 het .epu w 6 teat ROOF CEILING FRAMING y� shell calfarn uAlT ASM D M6,T 1,Or ASM D 486%7 1. ---------------------______________ __________ ___ RAFTER TO TCP PLATE (TM-NAIL) 4.8d COMMCN PER RARER rxs RARela tae rtlrll ' gDe tpe -____ _______________________________ N'tnnewane eRAoe RTuzoenFwnar $mob aglaing poMrr i odt"ad bltulsl sinal shell uAllply with CEILING J016T TO TOP PLATE (TOE-NAIL) 4-8d COMMON 'PER JOIST •e ns,T D ASM D 1970 2.1/2 %wood strews W W 12 9 AeINA-T aunt®(As sEucrw eT CatEV RR9052A.Asphalt st"Ies Shall haw self-sal so" a ba Irltwloekeg, CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) 10-Ibd COMMON EACH LAP - aid comply with GBM D 225 a D 3462. RR30875-Pastenpr.Faetars fm aspNR s"Iats stall be galvanked 2.1/2 e9 wood Saar 16 16 16 12 CEILING J0197 LAPS OVER PARTITIONS (FACE-NAIL 10-16d COT1'ION EACH LAP rno.so loan teff Puw B steel,sulnleas Steel,aglfnn a wppw roof"nalb,ainleaal COLLAR TIE TO RAFTER(FACE-NAIL) 1-Sd COI•MON PER TIE carr NULATl(N teff FLAN! 11 gage __________________________________________________________________ BLOCKING TO RAPPER(TOE-NAIL) 2-Bd COMMON EACH END Q ssA InchOhl aWq to fttRNs3/6owain ) ART-OF-FORM dialxar Fuad,ASM F 1661,d a knyth to pa�trab thrala�, --- ) t woreg•struts and a aUnaa or 314'(ww)kw ft Icor Rus BOARD TO RAFTER TEND-NAIL) 2-16d COMMON EACH END t F____ ARCH 1TECT5 A.I.A dao Sflra Knit root is leas ben 3/4'(Stun) a.Tl"table Is based an a name wind speed ( 3 second wild gust )of 130 aph -- / ---_ *Wx and mewl roof hogfa d 33 rex a less. WALL FRAMING _ ss emus.. cR•w no) baglG tfla fwteron shall pwakata tkoayh Uts ehelttag. FAecw \ /' � �`� Amilyval•, Nr 11702 Fasteners du11 cwpivillt ASTM F ar6T, b.F"taw swU be Installed at dopes"ends or Uta mood sNcural parol. TOP PLATE TO TOP FLAT(FACE-NAIL) 2-Ibd COI'T'ION PER FOOT 3•canNnJe eaRn van \\ / �\ s3,-za•-a,s, FAX sa,-26441as { i2i Atudart AsptaR dblgl0a steU have a swlra weber d \ \ E-moa: oamsaoAsiaR«eaa hstow$ bg ftRaedacWw.Far In4ea1 application, a Usre wase aro auadrd to assn rg or sworgstuowo U""it be TOP MATES AT INTERSECTIONS (FACE-NAIL) 4-16,4 C011ON JOIST - EA SIDE asphalt shalglgr dull be seared to tln roof Mihnot lass than attadnd utift"vbratmn-resistant ancon h"a ahem wlUltramal STUD TO STUD !FACE-NAIL) 2-16d COMMON 24" OL. •rroe rEAcn e¢EJ - i far fail4uen par saip niggle a talo tastanan pr tndivlrLtl d 490 pwds It rl ) THESE PLANE:ARE AN d"g1e Whose roof slope assows is 20 Yeb t aucal to Q wets HEADER TO HEADER(FACE-NAIL) Ibd COMMON Ib" CC ALONG EDGES \ ) INSTRUwENT OF SERVICE / of hafraul (]AM Wai � l strip eldiossswE fads""�*OF TOP OF BOTTOM PLATE TO B1lN(END-NAIL) 3.16d COMMON PER 2° x 6" 611v AND OR THE PROPERTY IENCEIPIRM \`.,�` / OF THE ARCHITECT pr ealBla rnr*t6a nrlOf is a ora d tln foibalrg fyu A .�y W��MALS BOTTOM PLATE TO BOOR JOIST,BAND JOIST, --'� NOTE: ' I-16d COI'C1GN PER FOOT ------ 1NFfi1NOEMENTS WILL I That bake W�Far a •PI' END JOIST, OR BLOCKING(FACE-NAIL) ALL L STRAP STRAPPING TO BE I V4• x A GAUGE I lhr basic sip RR301N41 is aO LOCATION EDGER PEED / STEEL STRAP. 'BEIPSON• EQIIV a gr wtr and to scam a 20 has a Ing m Awm pada. FLOOR FRAMING /� I NG. ' BE PR08EG VTEO 2.Thu buic rad spard par Fig"Ia23012(4)w QO spin 4'PER METER / I I 4620 COILED STRAP Q'.BEARINCz Or yw� EDGE. ZONE S 6 JOIST TO SILL TOP PLATE OR GIRDER(TOE-NAIL) 4.8d COMMON PER JOIST 1 I 1142 ON ALL RAFTERS _ 3.Special mind pxsr par Ryer RR3M4). W.ZONE 6 Q BRIDGING TO JOIST(TOE-NAIL) 2-8d COTTON EACH END vNYL so**(Ae aEIECT®er alal3ll / Y I 1¢ �2l thdrtmpar appl cetlm For rad siopw Nan two wts mrUcal w 3l1'ewtrnt 4rMEPa eowm FAStBrMiss B Q was orfralul((M slope ),up to nar mow vertical F Q units END WALL TWO BLOCKING TO JOIST(TOE-NAIL) 2-6d COMMON EACH END rTvEc ew.Drr spv hoNaodal( 33%slap*),Ialdertalpa ball be tro lagers applied In ba RAKE. 6 b BLOCKING TO 811.E OR TOP PLA1E(TOE•NAIU 3-Ibd LCFPION EACH BLOOC In'FkTEx10RaRADE Ptzrtkbco�Trrlw j I Rata!+rnHat6 R+Ar11G�168tur6 FVR MOM OPBWA t fosomsg Saes.Appy a IS trdl strip d wdrlegra Pak pxalbt anh 3 VP$ATT NUATwN R•DIDtl I N ACOPMAHM W4 and stMrg at lar views,f"teed suffmlalW to hold in plata. 119 LE.ADGER STRIP TO BEAM(FACE-NAIL) 3.16d CM10K EACH JOIST w•ariitrT ,OND �) I 1 at the caro,appy 36 Incl rade sMets of udrlaywRlL owlappi g I I -----� NOTATION ewsaaflro.farts B Index,and f"taad edTlciraN to old inPops JOIST TO LEAO{iER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST 51 PSON STINOWTE RA•W.at FraYil A 0 C D E F pTVnA@'.�parpaAwa ae.v.aTnAI•ror. I I . qg For roof amps d far lea"veRleal h Q units hepr7mMt( 33a.slops BAND 1701ST 70 JOIST(END-NAIL) 3-16d COMMON PER JOIST nP/lllla F�D�,'�eAa,�ynp I I i/ m gnstr,wldrwrrea awn ba oro lop applied 4 that fclloui g nauner. I , � 2'-b• 2 1-2•x 4+ I t I 1 Undelayaaa scall br appliad sllelglo raatYay parallel to and Marling hen BAND JOIST TO KILL OR TOP PLATE (TOE-NAIL) 2-Ibcl CG•MON PER FOOT I do caro arc! lipped 2 set,es,faRenad w+MakwAN to hold In place 4 62•x 4' 2 2 2 2 End la""ft be dfax bg 6 Final. ROOF SHEATHING . : �. )-2X 4'TOP RATE J/ 2 V Ione Frotaclion.M are"ore Uta avr c41 atue 2-2'k 4• z ag° tJ('O4'a' STRUCTURAL PANELS-. (SEE GRAPHIC BELOW) a'-¢r 6 OR 3 3 3 3 e Jasury¢E'F a less a uhwn Table Fd23O12(U alka4 a .. . .� , , INTERIOR ZONE Bd COMMON 12" OC. dstynates an Ice barrier Net cowl"d a In"tw 4 "of _ ___- naeed(d m of a teff adhering modified ar PERIMETER ZONE fid cOM31ON 6" O.C. �\ s'-O" a �a 2 4 3 3 3 3 I and be used d adval oder and extend )�----- , '•x GABLE WALL EDGE ZOE ova the stws andigar to a point at least 24 Yd'res inside 1 la'-0' N X 6' 4 4 4 4 ONE Bra of bis , CEILING SHEATHING / , I m 2•, RR9052.T2 Iidsr is aha Il*P Okra Wldrlagasa AppSad In areas �41 .�r ®INTERIOR ZONE GYP"WALLBOARD 5d COOLERS 1" EDGE / IO" FIELD �/ � ; U•-0• v 2-2"k a' 5 4 5 4 .isllInsappljpa to�rdr�thcarratow,ww„Vlfa�xa�raaccordance" 4w WALL SHEATHING aw,~wasa huallaticn rruwxunFa . te neRro ato be Applied A" ® �R fhe ovrlap Sot IrU's apart UTI% tsdw m canter. ZONE STRUCTURAL PANELS 8d CO710N TABLE 3.11GAME WALL m I I L4' moat aLl®AID rVl.m (EDGE ZONE) FIBERBOARD PANELS SATanLAT"(IN N1 i I NOTATION: '�►. �NLIM'M VIb" bd COI-M 3' EDGE / b"FIELD eeawor aeTtas rns armor•mos / ' ' 6 WVEMCF ad H4LS r Et BE bF 5'apaPpslG6,rTat3LE 3.1,P RT)a(TAMLE aA PAM%a) NO I VA••]OGYtE ALL 25/32" Sd COMMON 3" EDGE /6•FIELD aneAPE4a alio o'rrt v .aw1.33 p - of t�Wint"MHbebMad'anfMMbebc wind edition wWsn *uwssL.v am c'�M*oP'�'�` � WOF IMER E)IIJIS ®aa+•f.,P ltSli elf bra aced herr oapAruttmn muaal ss,ctlan 3A I `^-- 'G*"Bl DF FELL fi"�k rD1A WILT a•E4.SIDE AIw; 426 GYPSUM WALLBOARD Bd Comm 7+EDGE / 10•REtD 214•eu ' I i O-' m�IN+'1w.0a2-Nrsl�mlamrswA®+w®wrww6su®,usenwtoFr I I •FTA am d7AWE 31,P_16S s futiaE"IRME w 3 HARDBOARD 8d C01111'TOd CABLE 3.11 - 6.Ps Sal ' E-wNRBROF AAM OW5•EA 00 OF 46VM MAMOS 339E P.1a7 AaaalE COIL HdR PARrICLEBOARD PANELS Sol COMMON SEE MANUFACTURER II MPI RCF teDdGFNbAtL(B7f004(Affi ¢ pN , Awa® AM6�e 109V OFAILL(s ) DIAGONAL eoarm SHEATHING rLRuwAldaw 91.1. I •fiADE rt(Q$10 WURAXE iAfv¢3161 Tllb SOC NNIME>lfalli011- $ tTADI.E ,EeaE I" x 6" OR V x S" I.Bd COMMON PER SUPPORT awl I ui YFCr1- WOOD F}6WE CONBiRLCiIOH MANUAL FOR I e 2 FAMILY DUELLIGS B7 ROOF APERICNd FOREST A PAPER AS60CTATIRL 3 SEC.GUST WNDSPEED- 120 MPH I" x 10" OR WIDER 3-04 COr1'IDN PER SUPPORT RAFTER SPACING- 16"oc PFIPtIVE.DE810N SHEATHING-WOOD STRUCTURE PNL: WSP FLOOR SHEATHING (SUBFLOOR) ALLOWABLE DEFLECTION OF 5TRl1CTUAL MEMBERS 3 Wa. !JTMLE V,a 324 RIDGE $TRAPS (TABLE 3.4) STRUCTURAL PANELS W Z 3 SEC GUST WIND SPEED - Q0 MPH GRD,$NSW LOAD 45 pop ROOF PRCH 3/12 s•paM ca N UALL ALLOWABLE W O ROOF SPAN 24 I STRUCTURAL MEMBER DEF ECTION LIVE LOAD 2O P8F I" OR LESS Bcf COMMON 6" EDGE /IT, FIELD rasaarla uuil o'EpPvalox doNr TABULATED NUMBER OF SD COMMON NAIL$ M EA END OF It rq 2 DEAD LOAD b P5F _ V J GREATER THAN I" 10d COMMON b" EDGE / 6" FIELD t rnriurma mOinAaaormr NMu w' s 3 8K.(N118T UR'CBPF.ED Q0 MPH F-XP.B rk B DP.POtRD CatKTlIE FODIPIf W-©b IIPAN 01•ID. V I/4' x 20 GAUGE STRAP- S NAILS MM DIAGONAL, BOARD SHEATHING :I If-`I IMI-_"i-_.�I- Ndnon Ain nNrnlcNe (HRR PO6RIt7W NAS Bar.aura a ttABLf yT) I• x 6" OR 1" x S" 2-8d CO MON PER SUPPORT L--i " a.oaa,satn:ulwapeausln Z N THR96T FACTOR .61 CEILING JOIST TO PARALLEL RAFTER I CLO.JOIST ISL.. t�IE�FACTOR .95 LAP COW'ECTION I" x 10" OR WIDER 3.6d COMMON PER SUPPORT ALL ollAr G'1so Bi./PED ROOF'ADJ. t0 GROUND SNOW LOAD- 45 PSP r®Ax ru•Dw - O LIVE LOAD SPAN'- HEM FIR•I,2" x S' s IS" on. ROOF SPAN- 24' .•carctrrE°lea av warnlmeD eweE ito WIND LOAD SPAN • INE)FIR•1,2' x V • IS" o4. RAFTER SLOPE- M2 R "sus s1N PLSATae oRsnrm y- *IOW LOAD SPAN . HEM PIR,s I,2' x S" • 168 oc RAFTER SPACING- 16" SON REW RED NO OF ISD COMMON NAILSUSETYPiG� ALL ✓ LTII uwLLo- -roLOAs Rn+trme N�`o ' n • REQUJIRED PER HEEL/JOINT$PUCE. It ai wOR w446--YblasoaaTMRaretw ROOF RAFTERS, 2" X 8 HEM FIR Its I6" oc. Gat"•r-o• C/5 RIDGE BEAM: 2-2" x 10' RIDGE CLINCHED NAILS ADJUSTMENT- IID •� CLG HGTI ROCF RIDGE HGT.ADJUSTMENT- 15 Z (TA011 IM REQUIRED NO.OF 16D COMMON NAILS + 16 MR 2 UN-INHABITABLE ATTIC UV NO STORAGE LL-10 PSFIu�e I FRAMING-r. 0 Imo'2°x 8'a I6"on HEM FIR•'1 WOOD STUDS(TABLE 31W v O IT72 4 CELbNG 1111"YiG (TABLE 3JOA) 3 SEC GUST WINDSPEED 120 MPH GRD.SNOW LOAD - 45 P8F WALL WGT l'-6' LIVE LOAD - 20 POP SHEATHING TYPE WSP DEAD LOAD - 10 PSF STUDS SUPPORTMG ROOF,CEILING, ATTIC FLOOR WOODS- 21x 4" HEM FIR h STUD GRADE a Vo"oc 3 SEC.GUST cmWINDa i ED- 120 MPH TOP PLATES(TABLE 321)(END WALL DBL TOP PLATE) "SIMPSON" HDQS OR 2-16d COMMON "91MPON$ON" $THDI4RJ RAFTER SPAC9Na • ib"oc "SIMP90N" HD(UB OR 2-Ibd COMMON 2-16d COMMON SHEATHING TYPE (ISP) BLDG.DIMENSION 38' "SIMPSON" PHD6 s °SIMPSON" N06 - NAILS • 6" O.C. FOR FULL LENGTH 3.10A 3/8 MIN TABULATED MIN.SPLICE LToHY.TH 9' o a FOROr $FULL LENGTH :• OF STUD TABULATED MIN.PANEL THICKNESS WALL NGT, ADJ IID 1014318 MINI 10"PROVIDED e 6 O.C.O IL a 6' O.C. ADJUSTED MM SPLICE LENGTHROOP 9' OF STUD LENGTH 1 , ASSEMBLY TO WALL ASSEMBLY (TABLE A 33A) 3 BEC.GUST WNDSPEED Q0 MPH I ENDWALL e RAREW CL JOIST SPACING- 16"oc l i i i i I i TY a 'i� '1 oWALL HEIGHT zrr Ih Q EACH SLI COMMON NAILS IN EACH RAFTER ER//CEILING JOIST 70 717P PLATE CONNECTORS • 3 NAILS MIN UPLIFT C2MCTIOW (TABLE A-3351(ROOF TO WALL,WALL TO WALL) /1C ���,•, Ji/ , y� No.o24Es aP� li' 3SEC.FRAMING SPT WNDS�D 120 MPH CKINI I' •ii'! _ONE 04 REBAR �{ OF ROOF SPAN 24' BLOCKING a • BLOG e RA I - , . , BLDG LENGTH 38' ENDWALL - \`, i REQ'D No.OF SD COMMON NAILS M EACH END O 11/4" x 20 GAUGE STRAP = 6 NAILS MIN. ENDWALL s ` I. ASPHALT STRIP SHINGLES SHALL NAVE A CHECK MINIMUM OF SIX FASTENERS PER SHNLE DUE TO "SIMPSON' HDQ8 OR - Ger: c C (TABLE 33W " Q0 MPH 3 SECOND GUST UNDSPEED. "SIMPSON" PHD6 • A. S 3 SEC GUBT WIND$PEED 120 MPH EXP. "B DATE: aR OUTLOOKER SPACING IS"a 2. ASPHALT SHINGLES SHALL HAVE A SELF _ SEAL STRIPS OR A1 n TABULATED UPLIFT LOAD ON OUTLOOKER- 481 LBS. BE INTERLOCKING ,AND COMPLY WITH ASM D 225 OR y- �_OT ora`, ZONE 2 MULTIPLIER- IID D 3442 . NOTE: 1/6"0 THREADED ROD EMBEDDED I2 I/2" `f- TABULATED LOAD x MULT. + 404 x (IID) " 481 LBS INTO CONCRETE W/ 'SIMPSON" ET (HIGH PROJECT - STRENGTH EPDXY ADHESIVE) tl FOR TEMPS \Ty \n CA`�.�,R� 04.072 ALL STR:APPINCG, ANCHORS, OF • 40F USE "SIMPSON" AT.( HIGH STRENGTH �.' / DRAWING FILE o (SEE WALL SECT.) 3. FASTENERS FOR ASPHALT,SHINGLES SMALL BE HOLDOWNS, 4 ACRYLIC ADHESIVE) i GALVANIZED STEEL ,STAINLESS STEEL ,ALUMINUM OR ADHESIVES TO 8E INSTALLED AS DRAWING LE: tt, TdP a M�'TLM PLATE TO&W LATER&COM rl"POR VOID LOAD COPPER ROOFING NAILS,MNIMUN M GAGE 0.105 INCHES( 261 MM ) n STIED SPACMG 16"oc SHANK WITH A MINIMUM 310 INCH( S" )DIA HEAD MANUFACTURER'S SPECIFICATIONS NOTES WALL HEIGHT l'-6° ASM F 1661 , O A LENGTH TO PENETRATE TARMIGH THE ROOFING ,��r���, DRAWING TABULATED WISER OF 16d COMMON NAILS MATERIAL AND A MINIMU N O 31 M 3/4 INCHES ( 11 )THICK, d"""am DETAIL z� D E TA I L n PER STUD TO PLATE CONEcTlow 3 NAILS MIN THE FABTENER5 $HALL PENETRATE THROUGH THE 84lEATHWa g FASTENERS SHALL COMPLY WITH ASM F 1661. CORCQ1dEeilal FLOOR ib Roar NTa conHENe CarEcrlcN Fl.oDri 70 fowmATIDFI NTS. GNION2 H P-1900 YENT _ 4'-O" 29'-O" VM4ETIE-'WfA7.4 Slf`d�$O' .Fy - I --- - EXISTIN6 FOUNDATION LMWY ramF RAP*s0- 6/lsrnvr: *r/ (pJ 1 �•1 / OLkWI'VbiF/ wtr uasurAzauu yG�Qy1YNN''Qt'' GfY� �a- "ram 00ATZG—/ .(Jf.Wt• " DRILL It EPDXY FOR —' IV L�1 �J(IfYs1}w� WAW *5 REBAR IH" INTO FDN WALL m 12" O,G. VERTICAL (TYP) - -------------------- ---------------------- ----- ------ --------- ------------__---------- --1 II \ CI9 SS SECTIO SIDE ELEVATION A 9HITEY (Routh 110) tQ -_- I I RCITECTUi29= ' DRAWL SPADE LL NEIN ROOF ON EXISTING REAR ENTRANCE 2" RAT SLAB - 2-0" FROM 0 a AmityuB<. NY 11701 BOTTOM OF F.J TO FIN SLAB 4;INGREASER 16" X 8" GONG �p I 631-18h610 FAx 631_26f-8139 ROOF O (TYP)BLOCK PIER I E-moA: abnFbLoNonnewn � � I I SCALEIW=1'W 6'-H 13/16" 6'-H 13/16" b'-H 13/16" b'-H 13/16" X 6'-15 13/16" 3" � I THESE PLANA ARE AN INSTRUMENT OF 9ERME r —� r--�� r--� I I AND OR THE PROPERTY ---i-----5„ R - I - - I - I' - :2-2" ' - - RSI - _ o I I I I Q OF THE ARCHfTECT 1 - INFRINGEMENT$WILL L--J L__J PACKET FOR I 6E F'fiOBEGlJTEO. I-In° 2" II-In° I ' GIRDER 1 I 2' X 2' X I' X 12" 61RDER OR U. GONG FT6 (TfP) 2-1 3/4" X 9 1/4" LVL V I I Itt O O 1 H" GONG WALL ON 16" X 2 B" K2- LLJ0 2 -- ; 4" CONT KEYWAYX----_ --GONG FT6 W/ 2" )' ---3"�'----- 'T----- L--- ------------------- --------- ------------� I 1-t/2" I Q'912" SONONBE GONG PIER (TYP) i !2J 2" x 10° GGA BIRDER �oIS7 �FA. TO APPROVEDr'^Q' 2' HEALTH DEPT. O'-3" .4'-11 1/b° 4'-11 I/H" 4'-II 1/H" 4'-11 I/b" 4'-II I/b" 4'-II 1/H"SIC.4" G.I. HOU5�0"MIN. 4 6' H ujW GONT ROBE VENT 2" X 12" RIDGE W/ ROOF 5HINBI.E5 TO MATCH EXISTING V6Wr' bw LIJ 1/21 PLYWOOD DECK �N(ll 00I'rW1 90e BUILDING PAPER /l :�/j - ' RAFTER TO 61-19 JOIST TO 2" X Ip" - ib" O.G. R.R. / ^• WALL STUD MIRRIGANE CLIPS - / / E�Vp�ERY, RAFTER 12 515TER NEW ROOF RAFTERSz 4 In li /// NEXT TO EXI5TIN6 O Cl) ul " FACIA TO MATCH EXI9TI46 Ib" SIFFIT WJ GONT VENT 2" XW - IR/0/EC,J. pro" DESIGN PARAMETERS (PRESGRIPTION DESI67N) Q Z / 9R-50 INSJULATION GROUNDGE WIND SEISMIC SUBJECT TO DAMAFROM WINTER IDE SHIELD FLOOD EXPOSURE a 2" X 4" - Ib' O.G. SNED 51PINO TO MATCH EXISTIN6 / �./ WALL STUDS �.\ OW LOAD SPEINDESIGN DESIGN UNDERLAYMENT HAZARDS CATEGORY � MPH CATEGORY WEATIHER6 FROST LINE � TERMITES DECAY TEMPERATURE REQUIRED In" CDX PLYWOOD SHEATHING R-�.MI9JLATIDN D \\�� ," DEPTH TYVEK-HOUSE WRAF ON HALLS GLB WI 2" X 6" - 16'1 O.G. WALL 5TUD5 12 /�/> (9) GOATS OF SPACKLE ��.+ / < (2) GOATS OF PAINT \\ 45 LBS / FT ' 120 MPH B SEWERS 3'-O" MODERATE MODERATE I. YES NO e MATCROOFH�N6 ATO 4 1/2 / /3/4" PLYW000 FLOOR FL L/2" PLYWOOf> DECK SUB - 301I BUILDING PAPER � � SGTMI 1000-HO-2-Ib 2" X Fj" - 16' O.O. R.R. / __ ZONE: RES, - .. .. .. R-40 ., F, (3) 2" X 10" 61RDER 2' X 10" - 16" O,G. R.R. ----------------- EXIST. PORGIN - 20a S.F. - , - r pm nq MEW EXTENSION 9 X 35 - 665 S.F. GLAD W/ I" X PINE - PORCH = 35 X 6 210 S.F. O`�' OCaO U' Cq4 im (14) R O T II/16° PROPERTY - 165.0' X 60,0' = 9,900 S.F. / ��' hS, OA20% = 1980lSF.2" X b" - 16" O.G. G,J. O (13) T • 10" EXISTIN6 STRUCTUREPROPOSED 1540 S.F. 16% I y 'A•W/ WAINSGOTTIN6 GL6. -A' O tr . N�69' 4&' 40" W - 165 O' Na ql;. 4"'X 4" GGA P65TS GLAD o. W/ 1 X PINE 3/ PLY WALL STUD TO FDN r---, �--- 1 iii N€ 5/4" X 6" CEDAR DEGKIN6 A 6LUEp REWED HURRICANE TIES EVERY ON 2" X H" - 16" O,G. GGA STUD D.J. W/ (2) 2" X t0" GGA I EXIST GIRDER GAR. EXIST. 0 WN I L---J iPATIQ RES. Q Imo` ILI R-30 INSULATION 1 1S CKE Y 2" X 6" - 16" O.G. F.J. I 11666h11 CC ' G�JL SPACE ry {y�i,I A5. ' Q (2) 2" X 12` OR 0 `F'IV�, '` 0 DATE: h1 2" RAT SLAB (2) 1 9/4" X Q�1/4" LVL PRF�MOVE EXIST Q N RO E 12" DIA SONO71M GONG '---� 16" X b" GONG BL - - - - - - — - - - z PIER5 FOR COLUMNS 2'_O:: X 2'-O" X 1'-O'. 5 69. 48" 40" E 165.0' yy 0 07 all FiC. WA" ON ORAW NG TITLE: W/ 2 X 4" GOVT ((TYPICAL) T REBAR . __..._GONG FY6 (TYPO _ _ - .__.__ ._-..-. - _._ __. _- _. - _.. ... ._ . _. IO�.1 Ib & k LN.)t1� kON p FSYIS� X 8 GONG FT6 - ' KBYWAY Y Vr i (P�cISTINB) r , ARTOc UR FORM r59 Amnyvple�NM11701 Wl- G� 1' �, �../� 1 831-2fife19t FN( 831-2W-8119 . FXI5TIN6 STRUG'NRE � Vr"n p� ' EXI5TIN5 TRUG'IU2E E-mut aem�Aortalfam.mn 9xli 4" X 6" P05T5 (TYP) ul ' tAw P�Arrr AN (2) 2° X 12" HDR (Wiw) i 7k ' o AND OR TME cnovaan �� ,� m t ❑ ® l`�$� - 10112-7 — 12'..5. OF THE ARGMTECT i �n09EGUTED- 45. 1 L81E{ 0 '^ ^� Y RAI N _ �T m i° 15'-0' 3'-O" 2' 2' 3'-7' 9'-0' LJ '/5+ ell � O {�♦aHfd ani dd J !Q 7 s O O LMN6 ROOM P 7 OFFIGE •.� i [�1 Ty I �I k �I 2668 5'-9' 151-01/2" N 1 I 13'-6^ s'-s ($�`�.yto 4a�. fYYi�f� I (2) lX1D �� Nva ID 1 (2) TW24410 W TW244r0 � (2) GWI4 �`�� (y GWI4 5/4' X 6' CZDrst 0E6KIN6 ROOF E3EL(:)W � Zi p X w1 ~ © O 8'-81/2" &11/2' H'-91/2" 8l-81/2" 0VJ 1/2' 1 _ 1 � .. v > � = o �Fk��IQ�1 �'�U�i' �,' � I��` �` ��l�lil��dl� (III�►�( i� � ow livow BOt� k D'�`4l Noops, 0 Vin' ook Stu a dor . ro. I w . 61Vit1ta f ills 'CW24d q k 2;�'r� >< 6' ��n 8,�i �i K 'Uda 4,�� R'1�c tilldq 4 104 014 A�6�1 /�, 4�'[VIA* 24,00 4,92 G��1 d "4�Y '` X141* Trl� '¢�i Y1►A �71r�10 �,P7 -r �', �0aro Aq�� V' 11. 1 ti fit1,� v �,1 i f'm0 c 022913 1 Q. —l".Ali i�' ?r ►, W �a 04V 911 1�,� k1* (�i'2 C E �Y. ... C CK BY: kC1� J �F1Ztl1 105 ;i 41INx`W 'E'13 7A—lt: 811-7104 �µvCvJIg1I1 - QV l/'i 'f/W X PROJECT O40-72 RAWING RLE RAWING TITL ��P01- p�E1Y15 A�2 µ �\ v1 G1 � AFC.H I T EC'f uR'E 159 9roodMcy {Route 111D) Amitpll•, NT 11701 r l 631-2 slol FAX e]1-2C4-61E9 //�� F-mdl: odnmOortolblm.ygm 1. THESE PLANS ARE AN LEI IN6TRlIMENT OF BERWCE �'�j(�� ANGOR THE PROPFJ3ITV OF 7l A CWMrT -- wFRMIpEA ws WILT. TW2431O BE PRCO3Er—V'1'IEID. FlN 12ND FL FIN 12ND FL �— 4tTkWa -P14O'y1d#hf (2) Tw24410 r2a TrrzaNa ; Lj I EXI5TIN6 SfRUGTURE ® ® 3'-O" HIGH RAILING 1 AND BALASTE _E 00 I .j TW2441O FIN IST FL FIN 157 _ _ EE — — �.� �+ ► !��NMGOTGaN — +EXsnN6 STRUCTURE I - � - - I I ' I cal w o z U w0 H W © 8 0 to Z Of 0 Z ~ 0 w © its I�i1tJC�e � � Z Q a � Tw2o2io Iti r� C) FIN 12NO FL -1 EXISTIN65TRU(GTURE f ARC ,I - 4yy I Oc� 0Np J. Qq GW23 TW2O21O Q �Z OA 014 ,1 (P No.022815 Q� FIN 15T FL d CK p V1 ACS D „ N CHEC 0 -- � M— FEW 0O5TRIIGTION - EXISTING STRICTURE DATE: 8/ 1?/ O4 PROJECT : 04072 DRAWING DRAWING TITLE V V NA i �� ` �`�V 13ullclllui �Ievaticm5 _ DRAWING A4 PROPOSED ALTERATIONS T0 . ART p FORM JOHNSON RESIDENCE ARCHITECTURE 159 Eroadway I Rome IICI Amllyvlll5 N1"11101 631-]6A B191FAi 631-2,1 BIBS 60111 °aamsun...11 °m 1080 OAK DRIVE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND OR THE PROPIFRTY OUTHOLD, NEW YORK 11971 INF THE ARCHITECT INFRINGEMENTS WILL BE PROSEC UTEO. f0and . +SiDFfAiY rn ZW U Z> 0M U W > 3 a0 N Parisi, !)r = - 2 b O R' aet 1 c 2 ar tJ,ghh D ",I ,"h., < + O w ho y � o. Anchep'tn S ` ! p o uJ � ❑ � 25.0' a C7 gyp, � M 1 d , Mp E ci Basin Rd M~ w -f lil q` .aa o� ,c L�np Lake Dr ~ S69_484_40'-E - - - - _ _ - - - - - - - - - - - - - - - - - - " u a J w w (T � 6k'snd O 165.0'Oro LIST OF DRAWINGS : 0N 'n ow = i Flraokln AREA OF WORK 16.0' 2.0' N N a T- 1 TITLE SHEET SITE PLAN GTN&. mw l 0 s 7 ` "�� � � LLI � STOOP o I N gayvjew Rd : I EXIST'G. w a — 1 Y2 - LL w 760> �dani]urst rnm Inc — I CONC. I ® 0 S M 2 0 Ni4VTE GN- I � 6TY. FR. I GENERAL NOTE H I I S EET w PATIO p ° I DWELLING � GARAGE I � GN-2 GENERAL NOTE SHEETOf `� � 4.0' a Q o 435' 2.0' � ------ LOCATION MAP A- 1 FO[JNDATION/FLOOR PLANS 0 N.T.5. N69°48'40"W - - - - - - - - - - - - - --FENCE- - - - - - - - - 165.0'- O B U I L D I N G INFOR M A T I O N A- 2 BUILDING SECT'S. & SCHEDULES 500' GROUP FAMILY USE SINGLE FAOCCUPANCY A- 3 EXTERIOR ELEVATIONS ! Cn oz W TYPE 5 GON5TRUGTION-GOM5U5TIBLE PLOT PLAN MEAN ROOF HEIGHT ( MRH ) = 351-011 MAX. PERMITTED = 18'-011 MAX. PROVIDED 111 20,_011 w 0 EXPOSURE CATEGORY "BI' AS PER R 501.2.1.4 USTMENT 3 HEIGHT h EXPOSURE ADJGOEFFICIFIGIENT FOR EXPOSURE "B" =1.0 AS PER TABLE R 301.2 (3) p 51 TC I NFOR MATI ON Q O 0 aq LIVE LOADS: o ATTIC W/570RAGE 20 sf min ATTIC W/O STORAGE 10 psf min ALL SITE INFORMATION TAKEN FROM PROPERTY SURVEY PREPARED BY ROOMS(other than sleeping) 40 psf min RODERICK VANTUYL, P.G. O SLEEPING ROOMS 30 psf min SURVEY DATED : JULY 18, Ig83. a DEAD LOADS: O ROOF5/CEILING5 15psf min ARCHITECT A55UME5 NO RE51PON515I1-17Y a If FLOOR ASSEMBLIES 10 psf min FOR PROPERTY SURVEY INFORMATION F� PRESCRIPTIVE DESIGN CRITERIA USED FOR THIS PROJECT AS PER SUFFOLK COUNTY TAX MAP # 1000-080-2-6 WOOD FRAME CONSTRUCTION MANUAL (WFGM) FOR ONE $ TWO FAMILY DWELLINGS - 2001 EDITION PROPERTY ZONED = R40 LOT SIZE = .23 ACRES ( q,dCO 5.F. ) GLIMATIG k GEOGRAPHIC DE51ON CRITERIA GROUND SNOW LOAD 45 psf SETBACKS: REQUIRED PROVIDED WIND SPEED MPH 120 mph HURRICANE PRONE REGION FRONT YARt7= 351 43.5' 5EI5MIG DE51ON CATEGORY 1 11: 2 FAMILY EXEMPT (R301.2.2) SIDE YARD=: 25TOTAL 18' l,,"`EgED SUBJECT TO DAMAGE FROM: SIDE YARD=: ' 0' ]28' TOTAL oMIN WEATHERING - SEVERE REAR YARD'= 35' FR05T LINE DEPTH - 3'-0" BELOW GRADE ¢' =� TERMITE - MODERATE TO HEAVY LOT GOVERAGE: LOT AREA = .23 ACRES 077915.+•pQ i DECAY - SLIGHT TO MODERATE ( gg00 S.F. ) y y fi ALLOWABLE F.A.R. 20% OF LOT AREA • WINTER DESIGN TEMPERATURE (SUFE. GTYJ Ig MAX. LOT COVERAGE:PROP. LOT COVERAGE: 1,463 S.F. 80 S.F. OR 20 % OF LOT AREA ( CR e. WINTER DESIGN DRY-BULB TEMP. = II C.A.L. SUMMER DESIGN DRY-BULB TEMP. = 83 PROPOSED LOT COVERAGE 15 LE55 THAN MAXIMUM LOT GOVERAGE C9ECKED 5 COINCIDENT WET BULB TEMP. = 74 PERMITTED, THEREFORE, PROPOSED LOT COVERAGE AGGEPTABLE. M.A.S. DEGREE DAYS = 5150 ZONE = IIB oarE p LIGHT AND VENTILATION 1 3/29/05 HABITABLE ROOMS (R303.1) 04072 LIGHT = 5% OF FLOOR AREA 1, TITLE VENTILATION = 4% OF FLOOR AREA I '111 , JUN 8 � U SHEET ERcwwa - �_._ - c P GENERAL NOTES I THE AMERICAN INSTITUTE OF ARCHITECT5 (A.IA)GENERAL CONDITIONS FOR CONSTRUCTION(DOCUMENT 13 PROVIDE ALL NECE55ARY TEMPORARY SUPPORTS AS MAY BE REQUIRED PRIOR TO THE INSTALLATION OF NEW AJA A201),IN ADDITION TO ANY WRITTEN AGREEMENTS BETWEEN CLIENT/OWNER AND ARCHITECT,ARE STRUCTURAL ELEMENTS REQUIRED BY THE DEMOLITION WORK SHOWN HEREON. HEREBY MADE AN ADMINISTRATIVE PART OF THESE DRAWINGS,AS IF HEREIN WRITTEN IN RILL. 14 THE EXISTING SPRINKLER INSTALLATION SHALL BE PROTECTED FROM DAMAGE DURING DEMOLITION 2. ALL DESIGNS/DRAWINGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL AUTHORITIES. NO OPERATIONS. SYMBOL LEGEND LIST OF ABBREVIATIONS WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED ARCHITECT ASSUMES NO 15. ANY AND ALL CONDITIONS NOT SHOWN HEREON AND UNCOVERED IN THE FIELD SHALL BE BROUGHT TO THE RESPONSIBILITY FOR DELAYS IN APPROVALS BY THE ABOVE-MENTIONED AUTHORITIES. ATTENTION OF THE ARCHITECT IMMEDIATELY,PRIOR TO ANY ACTION INVOLVING SAME. A ARCHITECTURAL DRAWING PREFIX F5 FLOOR AREA RATIO 3. CONSTRICTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL CODES,ORDINANCES,RULES AND 16. ALL EXISTING ELEMENTS i0 REMAIN SHALL BE PROTECTED DURING DEMOLITION. OC,O/G ON CENTER A.C. AIR CONDITIONER FB FIBER STRESS REGULATIONS. CONTRACTOR TO BE RESPONSIBLE FOR ARRANGING ALL NECESSARY PERMITS AND Il. BUILDINGS,STRUCTURES,OR OTHER FACILITIES TO BE DEMOLISHED SHOULD BE REMOVED i0 3' BELOW OD OUTSIDE DIAMETER 4 AND FO07/FEET INSPECTIONS, INCLUDING CERTIFICATE OF OCCUPANCY(CA), IF APPLICABLE. FINISHED GRADES. IT IS GOOD PRACTICE 10 REMOVE ALL GLASS M WINDOWS,DOORS,SKYLIGHTS,AND SECTION DESIGNATION OH OVERHANG 4. NO CHANGES OR 6UBSTITUTION5 TO PLANS AND/OR SPECIFICATIONS SHALL BE ALLOWED WITHOUT WRITTEN FIXTURES BEFORE COMMENCING ACTUAL DEMOLITION. WHERE CRANES ARE USED FOR DEMOLITION,A 0 AT FIN FINISH OF'N'G OPENING APPROVAL OF THE ARCHITECT. SAFETY ZONE SHOULD BE PROVIDED AROUND THE DEMOLITION AREA. ANY USE OF EXPLOSIVES IN SHEET NUMBER ADJ ADJACENT FJ. FLOOR J0157 A. PUBLIC ASSEMBLY 5 PRIOR TO THE START OF CONSTRUCTION,CONTRACTOR SHALL INSPECT THE 517E AND VERIFY ALL DIMENSIONS DEMOLITION OPERATIONS MUST HAVE THE PRIOR APPROVAL OF APPROPRIATE LOCAL GOVERNMENTAL AS ANCHOR BOLT FL, OR FLP FLOOR PP0.6 R OPEN SPACE RATIO AND CONDITIONS AND SHALL BE LIABLE FOR 114E 5AME. INDIVIDUALS,TRAINED AND EXPERIENCED M THE USE OF EXPLOSIVES FOR TH15 TYPE OF WOR: UNUSABLE A 6. IF DURING THE COURSE OF CONSTRICTION A CONDITION EX15T5 WHICH DISAGREES WITH THAT AS INDICATED FLOORS,SLA55 OR STRUCTURES THAT WILL REMAIN AFTER DEMOLITION MUST BE BROKEN UP TO PERMIT DETAIL NUMBER AFF ABOVE FINISHED FLOOR FLEX FLEXIBLE D PENNY ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT SHOULD HE FAIL TO FOLLOW DRAINAGE INFILTRATION. REMAINING BASEMENT OPENINGS SHOULD BE FILLED TO FACILITATE DRAINAGE AND ADA. AMERICAN DISABILITIES AOT FD FLOOR DRAIN 1 PERPENDICULAR WORK,H THI5 PROCEDURE AND CONTINUE WITH THE WE SHALL A65UME ALL RESPONSIBILITY AND LIABILITY PRECLUDE PONDING AND EROSION. SHEET NUMBER ADJUST. ADJUSTABLE R0, FACE OF OR FRAME OPENING 1. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS AND LARGER SCALE DETAILS PTD FAINTED I8. IT 15 ESSENTIAL TO MAINTAIN SAFETY AND CLEANLINESS DURING DEMOLITION AND 517E WORK i14R0UG14OUi AWM ALUMINUM FT FOOT,FEET PART PART PARTITION LL SHALL HAVE PRECEDENCE OVER SMALLER SCALE DETAILS/DRAWINGS. DRAWINGS ARE NOT TO BE SCALED. DEMOLITION AND SITE WOW,DUST CONTROL AND OTHER MEA5URE5 TO MINIMIZE AIR AND/OR 14016E //�� �- ANOD. ANODIZED FOUND. FOUNDATION , ART FORM 6. ALL CONSTRICTION SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL REQUIREMENTS FOR ACCESSIBILITY POLLUTION AND/OR LITTER SHOULD CONFORM TO APPLICABLE GOVERNMENT STANDARDS. PRECAUTIONS ELEVATION NUMBER POUND OR NUMBER O FOR THE PHYSICALLY CHALLENGED OR AS REQUIRED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE SHOULD BE TAKEN TO PREVENT CONCRETE OR MORTAR WASHINGS,SAND,GRIT,DUST OR ANY OTHER FOREIGN SHEET NUMBER AF'P'D. APPROVED FF FINISHED FLOOR PC POURED CONTRETE (ANSI)AND/OR THE AMERICAN DISABILITIES ACT (ADA). MATERIAL5 i14A1 WOULD CAUSE CLOGGING FROM ENTERING SEWERS OR DRAIN LINES. AIR POLLUTION AND APPROX APPROXIMATELY FLOUR FLUORESCENT ARCHITECTURE a 9 ALL WOW PERFORMED TO COMPANY WITH ANY APPLICABLE ENERGY CONSERVATION CODES. N015E LEVELS SHOULD NOT EXCEED MAXIMUM MEASURED AND ACCEPTED N LIKES. NI NEIGHBORHOODS ARCH ARCHITECTURAL F.P.S.C. FIRE PROOF 5ELF-CL051NG PLL POUNDS PER LINEAR FOOT 159 Broadway(Route 1101 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WOR'.DURING ASPHI. ASPHALT FRMG FRMG FRAMING PLAT LAM PLAT LAM PLASTIC LAMINATE nn,itn,ne,NY woi AND THE COMMUNITY. PL PLATE OR PLUMBING DRAWING PREFIX CONSTRICTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ANGLE 6312648191 FAX631-264 CGM eies APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. 19. PUBLIC OR PRIVATE PROPERTY AND ROADS WHICH ARE DAMAGED DARING DEMOLITION SHOULD BE QUICKLY DOOR/IUNDOW NUMBER � FTG. FOOTING PLYW'D PLYWOOD II. CONTRACTOR SHALL DISCONNECT,GAP AND RE-ROUTE ANY EXISTING WATER SANITARY OR UTILITY LINES IN RESTORED i0 A CONDITION AT LEAST EQUAL IN BOTH SERVICE FUNCTION AND LIFE EXPECTANCY i0 114E AUTO AUTOMATIC FV FIELD VERIFY a-m"u za"nncarc"rcorm"om AREA OF NEW FOUNDATION AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND FACILITY PROVIDED,FOR THE PROTECTION OF LIFE,HEALTH,AND PROPERTY MUST BE FULLY REPAIRED TO AUIG AMERICAN WIRE GUAGE P.O.B. POINT OF BEGINNING UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED,THE CONTRACTOR WILL REPAIR AND RESTORE OPERATION QUICKLY. WHERE NECESSARY,UNPAVED AREAS SHOULD BE GRADED TO MATCH PREFAB PREFAB PREFABRICATE(D) EXISTING GRADES AT THE CONSTRUCTION AREA BOUNDARIES TO PRECLUDE DRAINAGE PROBLEMS. GA GAGE P.Sf. POUNDS PER SQUARE FOOT THESE PLANS ARE AN REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WOR:. BD BOARD GC GENERAL CONTRACTOR FLASH,CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING ROOFS,WALLS AND PENETRATIONS,TO FORM TEMPORARY SEEDING,MULCHING AND/OR OTHER 501L STABILIZATION MEASURES SHOULD BE USED i0 - COLUMN LINE P.S.I, POUNDS PER SQUARE INCH12 wsTRumeNr oP seRvice A WATERTIGHT ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEETING AND EMEND AT LEAST 8" PROTECT EXPOSED 501L AREAS. RESTORATION OF GRASS,SHRUBS,OR OTHER PLANTINGS AND REPAIR OF GRID REFERENCE B5 BOTH SIDES GL GLASS P.T. PRESSURE TREATED AND OR THE PROPERTr ABOVE INTERSECTING SURFACES. TREE DAMAGE SHOULD BE ACCOMPLISHED IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE 1 BEAR BEARING GF'M GALLONS PER MINUTE PV.G. POLYVINYL CHLORIDE OF THE ARCHITECT 13. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, li BEL. BELOW GYP BD GYPSUM BOARD RAID RADIUS INFRINGEMENTS WILL ALIGNMENT,ETC. MOVE AND RE-LOCATE ANY PARTITIONS,WIRING,PLUMBING AND DUCTWORK THAT MAY WOOD CONSTRUCTION NOTES BG. BELOW GRADE GALV. GALVANIZED REF REFERENCE, REFER, OR REFRIGERATOR aE F•GCDsecUT-Eo- BE CONCEALED IN WALLS OR CEILINGS BEING REVISED,TO PROVIDE A COMPLETE JOB IN ALL RESPECT5. (IF APPLICABLE) BOT BOTTOM GR GRADE/GROUND 14. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW AND EXISTING AREAS. INSTALL I. SHOULD STRUCTURAL DRAWINGS BE INCLUDED WITH THI5 PROJECT,ANY AND ALL NOTES INCLUDED WITH INTERIOR ELEVATION INDICATOR BLDG BUILDING GFI GROUND FAULT INTERPRETER RENF REINFORCE AND REMOVE (AFTER COMPLETION)ALL TEMPORARY SUPPORTS,HEADERS AND DUST SCREENS TO STRICNRAL DRAWINGS SHALL SUPERSEDE THIS SECTION OF NOTES. CON'IRAQOR SHALL NOTIFY ARCHITECT RELOC. RELOCATE ADEQUATELY SUSTAIN ALL LOADS AND PROTECT EXISTING WOR:FROM DAMAGES OF ANY KIND, INCLUDING BET BETWEEN DLI57. SHOULD DISCREPANCIES BETWEEN ANY AND ALL NOTES AND DRAWINGS EXIST. H HIGH RESIST. RESISTANT u � 'm 2. ALL STRJCTURAL FRAMING LUMBER SHALL HAVE MINIMUM EXTREME FIBER BENDING STRESS(PB)OF 1200 ELK BLOCK HC HANDICAPPED RET. RETARDANT, OR RETAINING 15. THE ENTIRE PREMISES,INSIDE AND OUT,SHALL BE CLEANED OF ALL DEBRIS AND EXCE66 MATERIAL5,TO POUNDS PER SQUARE INCH(PAI). BLK'G BLOCKING HDR HEADER REQ'D REQUIRED THE SATISFACTION OF THE CLIENVOWNER INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL MATERIALS. 3. ALL EXTERIOR LUMBER AND/OR LUMBER IN CONTACT WITH MASONRY/CONCRETE SHALL BE PRESSURE TREATED Q BO BOTTOM OF 16, REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUB CONTRACTORS UNLESS OTHERWISE NOTED. REVISION NUMBER HDW HARDWARE RM ROM AND MATERIAL SUPPLIERQ IN ADDITION i0 THE GENERAL CONTRACTOR 4. ALL WOOD SUB-FLOORS SHALL BNAILED. BIR GLUED A5 WELL AS NAIBM BEAM HGi OR Ni HEIGHT RO ROUGH OPENING BR BEDROOM � 11. ALL HABITABLE/OCCUPIABLE SPACES SHALL MEET ALL CODE REQUIREMENTS FOR EMERGENCY EGRESS, 5. ALL WOOD FRAME OPENINGS IN FLOOR5,ROOFS,CEILINGS SHALL HAVE MINIMUM DOUBLE "TRIMMER AND HM HOLLOW METAL RIS RISER BSMT. BASEMENT NATURAL LIGHT AND VENTILATION. HEADER"FRAMING HORIZ. HORIZONTAL RR ROOF RAFTERS 15. ALL STAIRS 1O BE PROVIDED WITH HANDRAILS AS REQUIRED PER CODE. ALL STAIR COMPONENTS TO BE PER 6. ALL WOOD FRAME WALL OPENINGS SHALL HAVE MINIMUM DOUBLE STUD POSTS AT EACH END. BAR, BUILT UP ROOFING HW HOT WATER CODE A5 REQUIRED. L ALL HANGING WOOD JOISTS AND RAFTERS SHALL BE SUPPORTED WITH 5CREWED-IN STEEL J015T HANGERS. ROOM NUMBER BZ A. BOARD OF ZONING APPEALS HR HOUR 19. THE INSTALLATION OF ALL MATERIALS,PRODUCTS,FINISHES AND/OR ASSEMBLIES 5HALL MEET ALL LOCAL CODE 8. ALL RAFTERS SHALL BE FASTENED AT BEARING PLATE WITH SCREWED-IN STEEL RAFTER TIE-DOWN CLIPS. C.C.A. INDICATING PRE55URE S STRUCTURAL DRAWING PREFIX 9. ALL TOP PLATES IN WOOD FRAME WALLS SHALL BE DOUBLED. TREATED LUMBER N n REQUIREMENTS FOR FLAME SPREAD R411NG5� PROOF OF WHICH SHALL BE RURJISHED i0 LOCAL FIRE MARSHALL H.P. HIGH POINT 5 SOUTH ? w z AS REQUIRED. 10. ALL ASSEMBLED WOOD/STEEL FLITCH BEAMS SHALL BE BOLTED WITH MINIMUM 3/4" DIAMETER STEEL CELL CEILING HGR HANGER SAD SADDLE 20.ALL ELECTRICAL WORK 514ALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL ELECTRIC CODE AND CARRIAGE BOLTS A7 A MAXIMUM OF 16" O.G.STAGGERED. BOLTS SHALL BE LOCATED AT BOTH TOP AND GER CERAMIC H.VA.C. HEATING, VENTILATION 4 SECT SECTION STATE BOARD OF FIRE UNDERWRITERS. FINAL CERTIFICATE OF APPROVAL MUST BE PRESENTED TO BOTTOM OF BEAM AT EACH END. MAINTAIN EDGE DISTANCE CLEARANCES AS REQUIRED. WALL/PARTITION TYPE SNT SHEET w u OWNER/CLIENT PRIOR TO FINAL PAYMENT. CLR CLEAR AIR CONDITIONING SERV SERVICE T T II. ALL ROOF AND WALL SHEATHING SHALL BE EXTERIOR GRADE TYPE AND BE MINIMUM IR" THICK `t T, 21. ALL EXTERIOR GLAZING,UNLESS OTHERWISE NOTED,TO BE HIGH EFFICIENCY,LOW EMISSIVITY TYPE 12. MINIMUM HEIGHT CLEARANCE OF 6'8" ON ALL SINGLE AND TWO FAMILY RESIDENTIAL STAIRWAYS TO BE CT CERAMIC TILE INCH/INCHES 22. ALL ELECTRICAL OUTLETS IN "WET' AREAS TO BE GROUND FAULT INTERRUPTER(GF.1.)TYPE MAINTAINED. FRAMING CONTRACTOR TO COORDINATE WITH STAIR CONTRACTOR A5 REQUIRED. CLOS, CL CLOSET ID INSIDE DIAMETER 51M 51MILAR 23. ALL CRAWL SPACES 10 BE VENTILATED PER CODE - ACCESS PANELS,PER CODE,TO BE PROVIDED FOR 13, ALL WOOD FLOORING,CEILING AND ROOF SYSTEMS SPANNING 10'0" OR GREATER SHALL BE PROVIDED WITH CONC CONCRETE INSUL INSULATE, INSULATION 5C SOLID CORE SAME. CROSS BRIDGING AT MID-SPAN OR AT NO GREATER THAN b'0" INTERVALS. SCHED SCHEDULE w 24. ALL BEDROOMS AND CORRIDORS TO BE EQUIPPED WITH MINIMUM OF ONE(I)SMOKE ALARM. 14 ALL BALLOON FRAME WALLS SHALL BE FIRE5TOPPED AS REQUIRED. LEVEL LINE (DATUM) CONT CONTINUOUS OR CONTINUE INFO INFORMATION 25, THE ARCHITECT A55UME5 NO RESPONSIBILITY FOR ANY SUPERV15ION OR MANAGEMENT OF CONSTRUCTION COND. CONDITION INT. INTERIOR S.L. SKYLIGHT OR ADMINISTRATION OF CONSTRUCTION CONTRACT, INCLUDING BIDDING PROCEDURES,UNLESS MUTUALLY STRUCTURAL STEEL NOTES CHANNEL INV. INVERT S.O. SIDE OF �c AGREED TO BY CLIENT/OWNER AND ARCHITECT IN WRITING. 00.0 SPOT ELEVATION CB CATCH BA51N 5P SPRINKLER DRAWING PREFIX 26. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OU AND SHALL NOT BE RESPONSIBLE FOR IF I. SHAPPLICABLE) STRUCTURAL DRAWINGS BE INCLUDED WITH THIS PROJECT,ANY AND ALL NOTES INCLUDED WITH CJ CEILING JOIST SPEC SPECIFICATION ULD CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY STRUCTURAL DRAWINGS 5HALL SUPERSEDE THIS SECTION OF NOTES. CONTRACTOR SHALL NOTIFY ARCHITECT CENTER LINE JAN JANITOR SQ SQUARE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE SHOULD DISCREPANCIES BETWEEN ANY AND ALL NOTES AND DRAWINGS EXIST. CMU CONCRETE MASONRY UNIT' ST. STREET CONTRACTOR'S RESPONSIBILITY. THE ARCHITECT 5HALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S 2, ALL STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM i0 AGSM.SPECIFICATIONS. APPROVED-TYPE EXIT LIGHT 4 SIGN C.OD.P. CLEAN OUT DECK PLATE KD KNOCK COIN SiOR STORAGE SCHEDULES OR FAILURE TO CARRY OUT T14E WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE 3. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS,SHALL CONFORM TO LATEST KIT. KITCHEN STD STANDARD, STUD ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, COL COLUMN STL STEEL AMSC sPEaFlcatlolNs. KSF KIPS PER SQUARE FOOT 6UBCONTRACTOR5,OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS PER--ORIMING PORTIONS 4. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRE55(PB)OF 24,000 PS.I.(NON-COMPACT CONST, CONSTRUCTION KSI KIPS PER SQUARE INCH OF T14E WORK SECTIONS DESIGNED FOR 22,000 PS.IJ. ALL OTHER SECTIONS DESIGNED FOR 22,000 PS.1. - ---- • • - PROPERTY/BOUNDARY LINES C.S. CRAWL SPACE TEMP TEMERED Uj 21. THE ARCHITECT SHALL HAVE AUTHORITY TO REJECT WORK WHICH DOES NOT CONFORM TO THE CONTRACT S. ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 3/4" DIA BOL76 (AW5). 5140P CONNECTIONS TO BE Y CSMT. CASEMENT LAV LAVATORY TO TOP OF ( l DOCUMENTS AND WILL NAVE AUTHORITY TO REQUIRE ADDITIONAL INSPECTION OR TESTING OF THE WORK BOLTED OR WELDED. CULV, CULVERT LBS POUNDS 7YP TYPICAL v WHENEVER, IN THE ARCHITECTS REASONABLE OPINION, IT 15 NECE55ARY OR ADVISABLE FOR THE 6. ALL WELDING SHALL CONFORM TO AIS.C.AND AIDS SPECIFICATIONS. - CENTER LINES, COLUMN LINES, LEVEL LINES C.W. CASEMENT WINDOW TEL TELEPHONE 7 IMPLEMENTATION OF THE INTENT OF THE CONTRACT DOCUMENTS. THE ARCHITECY5 DEC151CM ON MATTERS 1. ALL WALL BEARING BEAMS TO 13E PROVIDED WITH STANDARD GOVERNMENT ANCHORS AND SUITABLE LAM LAMINATE Z W RELATING TO AESTHETIC EFFECT SHALL BE FINAL. BEARING PLATES. ALL LINTELS 70 HAVE MINIMUM 6" BRICK BEARING. TH THICK 28. THE ARCHITECT AND ARCHITHCT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, 8. ALL OPEN WEB STEEL JOISTS AND BRIDGING SHALL CONFORM TO THE LATEST A.IS,C.AND 6J.1. BREAK LINE OR MATCH LINE DBL DOUBLE LL LLOWIVE LOAD THRU THROUGH LLQ C Z PRESENCE,HANDLING,REMOVAL OR DI5P05AL OF OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS CONCRETE BL MASONRY NOTES DEMO. DEMOLITION LP LGH POINT p DET DETAIL 105 TOP OF SLAB 0 O IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO LEAD,ASBEVO3,A50E5TO5 PRODUCTS, T TREAD ^ a:(IF APPLICABLE) POLYCHLORINATED BIPHENYL (PCB),OR OTHER TOXIC SUBSTANCES. X-X-X- FENCE LINE D.N, DOUBLE HUNG M MECHANICAL DRAWING PREFIX O ( J 29. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS,CODE/ZONING DEFICIENCIES I, SHOULD STRUCTURAL DRAWINGS BE INCLUDED WITH THIS PROJECT,ANY AND ALL NOTES INCLUDED WITH DIA. DIAMETER OR DIAGONAL MAX MAXIMUM UL UNDERWRITTER'5 LABORATORIES W E- AND/OR NON-CONFORMING USAGES. STRUCTURAL DRAWINGS SHALL SUPERSEDE THIS SECTION OF NOTES. CONTRACTOR 5HALL NOTIFY ARCHITECT c>7 ? DIAMETER MECH MECHANICAL O 30. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR INFORMATION IN PROPERTY SURVEYS AS PROVIDED BY SHOULD DISCREPANIES BETWEEN ANY AND ALL NOTES AND DRAWINGS EXIT. poet. CARBON MONOXIDE DETECTOR DIM DIMENSION VENT VENTILATION z MIL. MILLIMETER CLIENT/W1NER OR ANY OTHER TESTS, INSPECTIONS OR REPORTS REQWRED BY 114E ARCHITECT. 114E 2. ALL f0071NG5 SHALL REST ON SOLID,UNDISTURBED 501E HAVING A MINIMUM BEARING CAPACITY OF 2 TONS DN DOWN VIF VERIFY IN FIELD _O ARCHITECT SHALL BE ENTITLED TO RELY UPON THE ACCURACY AND COMPLETENESS OF SAID SURVEYS,TESTS, PER SQUARE FOOT. sa . APPROVED-TYPE SMOKE DETEGTOR M7L METAL VCT VINYL COMPOSITION TILE p,O.B. DEPARTMENT OF BUILDINGS H Z INSPECTIONS OR REPORTS. _,. C[NNSTRIJCIION JOINTS IN CONCRETE SHALL BE VERTICAL. MAXIMUM DISTANCE BETWEEN JOINTS SHALL BE MIN MINIMUM VERs VERTICAL O 31. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 70 VERIFY THE AVAILABILITY OF ON-SITE TEMPORARY POWER 40'0". DUKs DRAWING IF SAID POWER 15 UNAVAILABLE CONTRACTOR SHALL,AT HIS OR HER OWN EXPENSE ARRANGE FOR TEMPORARY MTD MOUNTED 0 4. WHERE SLABS ARE SUPPORTED ON FILL,THE FILL SHALL BE PROPERLY COMPACTED IN LAYERS. DWL DOWEL W WEST, OR WIDE, WIDTH � w S. INSTALL PRE-MOULDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. MFG MANUFACTURER z POWER, INCLUDING THE USE OF GENERATORS,RECTIFIERS AND ALL OTHER NECE55ARY EQUIPMENT AS WT WEIGHT Q `�� � REQUIRED, 6 INSTALL "DUR-O-WALL TRI55-TYPE MASONRY REINFORCING 16"O.C.VERTICALLY AND AS PER E ELECTRICAL DRAWING PREFIX M MASONRY OPENING 7 32. ALL GARAGE WALL5 AND CEILINGS ADJOINING LIVING SPACES SHALL BE FINISHED WITH FIRE-RATED GYPSUM MANUFACTURER'S SPECIFICATION,IN ALL MASONRY WALLS. MAT MATERIAL W/ WITH Z WALL BOARD A5 REQUIRED. DOORS BETWEEN GARAGES AND LIVING SPACES SHALL BE FIRE RATED SELF-CLOSING 1, USE CONCRETE OF 3,000 PSF.ULTIMATE COMPRES51VE 5TRE86 A7 THE END OF 28 DAYS CURING. USE EA EACH ELECTRICAL ELEG ELECTRIC, TYPE. AT LEAST 5-IR SACC$OF GEMENT PER CUBIC YARD OF CONCRETE WITH NOT MORE THAN b-I/2 GALLONS E EAST MISC MISCELLANEOUS W/0 WITHOUT = 0 WD WOOD 33. ALL MECHANICAL ROOM5/DEv10E5 ADJOINING LIVING SPACES 5HALL BE SHIELDED FROM LIVING SPACE WITH OF WATER PER SACK OF CEMENT. SLUMP SHALL NOT EXCEED 4 INCHIES. WC WATER CL05ET Oa 8. USE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL REINFORCING BARS,MEETING A5TM AS ELEV,EL ELEVATION NOM NOMINAL �� o FIRE-RATED GYPSUM WALL BOARD A5 REQUIRED. DOORS IN SAID AREAS WHERE REQUIRED SHALL BE FIRE-RATED (LATEST)OR RAIL STEEL MEETING ASTM 16 (LATEST)WITH ALLOWABLE WORKING 5TRE65 OF AT LEAST 24 KSI, EMERG. EMERGENCY N.C, N/C NO CHANGE WP WATERPROOF 5ELF-CL051NG TYPE. REINFORCING SHALL BE FREE OF OIL,GREASE,SCALE AND EXCESSIVE "T.DETAILING,FABRICATION AND 34. UNLE55 OTHERW15E NOTED,ALL WALL5/CEILINGS IN WET AREAS USING GYPSUM WALL BOARD ARE TO HAVE ERECTION OF RE-BARS SHALL COMPLY WITH AGI CODES,RULES AND STANDARDS OF GOOD PRACTICE. EM.T EMPTY METAL TUBE N NORTH UP WIRE FLANGE NIC NOT IN CONTRACT WR WATER RE6I57ANi WATER-R515TANT TYPE GYPSUM BOARD. USE SIZES AND SPACINGS CALLED FOR BY THE DRAWINGS. EQ EQUAL IWWF WELDED WIRE FABRIC B. USE COLD DRAWN WELDED WIRE FABRIC OF 10 KSI ULTIMATE TENSILE STRENGTH MEETING ASTM A62 EQUIP. EQUIPMENT NTS NOT TO SCALE DEMOLITION NOTES (LATEST)AND All (LATEST). WID.FABRIC SHALL BE FREE OF OIL,GREASE,SCALE AND EXCESSIVE RUST. EST ESTIMATED NO,M NUMBER IJ1WM WELDED WIRE MESH (IF APPLICABLE) DETAILING,FABRICATION AND ERECTION SHALL COMPLY WITH THE CODES,RULES AND STANDARDS OF GOODEXIST EXISTING NY5 Z.R. ZONING RESOLUTION I. DEMOLITION WORK SHALL BE DONE IN STRICT CONFORMANCE WITH LOCAL,STATE AND FEDERAL REGULATIONS, PRACTICE OF AMERICAN CONCRETE INSTITUTE AND WIRE REINFORCEMENT INSTITUTE, INC USE SIZES EXP. OR INCLUDING ALL PERMIT5 AND UTILITY CUT-OFFS. AND 6PACING5 CALLED FOR BY THE DRAWINGS. EXPAN. EXPANSION NYC 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS OF MI 241-1915, 10 SUPPORT AND SECURE ALL CONCRETE REINFORCEMENT TO PROVIDE PROPER PLACEMENT AND TO PREVENT - _ BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS OR AS REQUIRED BY LOCAL MUNICIPALITY. DISPLACEMENT DURING CONCRETING. EXT EXTERIOR 3. PROVIDE ALL TEMPORARY BARRICADES,RAILING,LIGHTING,ETC.REQUIRED i0 PROTECT THE WORKMEN. `4`��ixu+ 'ar OWNER'S/CLIENTS PERSONNEL AND ALL OTHERS FROM INQUIRY DUE TO THE DEMOLITION WOW, PROVIDE TENANT SAFETY NOTES �E En Aq FREE AND SAFE PA55AGE OF PERSONS TO AND FROM AREAS AND FACILITIES WHICH ARE TO REMAIN. C^\�`Yom I_' :x (IF (IF APPLICABLE) PROVIDE WATCHMEN A5 REQUIRED. I. CONSTRUCTION WORK WILL BE CONFINED 10 THE ROOF AND WILL NOT CREATE DUST,DIRT OR OTHER SUCH t yah 4. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST WEATHER - RAIN,WIND,STORM5,FROST INCONVENIENCES TO OTHER APARTMENT UNITS IN THE BUILDING. OR HEAT - 50 A5 TO MAINTAIN ALL WORK MATERIALS,EQUIPMENT AND FIXTURES FREE FROM DAMAGES. 2. CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS OR MEANS OF EGRE66 FOR TENANTS OF THE BUILDING. REPAIR ANY DAMAGE TO PROPERTY OF THE OWIER/CLIENi WHICH 15 TO REMAIN IN USE,OR THAT OF ANY 3 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING,WATER OR ELECTRICAL SERVICES l a PERSON,OR PERSONS ON OR OFF 114E SITE CAUSED BY 714E DEMOLITION WORK WITHOUT ADDITIONAL TO OTHER TENANTS OF THE BUILDING. yo EXPENSE TO THE OWNER 4. CONSTRUCTION WORK WILL BE CONFINED TO NORMAL WORKING HOURS: 1:00 AM,i0 6:00 PM.,MONDAYS 5. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT FIRS. REMOVE ALL ACCUMULATED THROWN FRIDAYS,EXCEPT LEGAL HOLIDAYS. o DEBRIS PROMPTLY. P15POSAL BY BURNING WILL NOT BE PERMITTED ON SITE. ALL DEBRIS SHALL BE DISPOSED OF IN A LEGAL WORKMAN-LIKE MANNER CHECKED BY 6. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES,FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM DAMAGE UNTIL THE OWNER/CLIENT DETERMINES THE COURSE OF ACTION DATE: -D TO BE TAKEN WITH SAME. 0 1. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN SERVICE IN SUCH A MANNER AS 7���f a TO AVOID INTERRUPTION OF THESE LINES. CAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WOW IN PROJECT : T A MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING JURI5DICTION. 09-0-72 DRAWING FILE 8. ALL EXISTING DUCTWORK,ELECTRICAL EQUIPMENT,ETC. IN AREAS TO BE DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REG UIRED ACCORDING TO FIELD CONDITIONS. 9. PROVIDE DUST-TIGHT PARTITIONS BETWEEN AREAS WHERE DEMOLITION WORK 15 BEING PERFORMED AND DRAWING TITLE: r AREAS WHICH ARE FINISHED OR IN USE. 10, LEAVE EACH AREA BROOM CLEAN UPON COMPLETION OF WOR:EACH DAY. /5 DRAWING // II. REMOVE ALL INTERIOR FINISHES DOWN TO THE EXPOSED FRAMING THROUGHOUT AND PREPARE THE EXISTING SURFACE FOR APPLICATION OF NEW FINISHES AS SELECTED BY ARCHITECVOWNER/ 12. PATCH ALL EXISTING FINISHES i0 REMAIN THAT ARE AFFECTED BY ADJACENT DEMOLITION WORK MATCH w MATERIALS,COLORS,ETC TO THE SATISFACTION OF THE ARCHITECT/MER/CLIENT. GN1 3 CLIENT. r- 3 S J MIERM FANE IMMM FOR MOP co4EPoWAS DEBp6FR----- oN F/15T8-ANGSCHEWLEFOR WOOD ----------- ----- (�,b,a: 1995 S.B.C. HIGH WIND EDITION RR9051 ASPHALT SHINGLES.the Installation of asphalt shingles shall comply - --- with the provisions of this section. TABLE 1609.A PROVIDE LB5U2s Joi5 uANGER RIDGE To EACH ROOF RAFTER RR9052.1 Sheathing requirements.Asphalt shingles shall be fastened to RIDGE •NEW CONSTRUCTION solidly sheathed decks. STRAPPING SCHEDULE A I'I I V4'x Zm GAGE GALv. RR90522 Slope.Asphalt shingles shall only be used on roof slopes of STRAP TYPICAL.20-FASTENER SPACING (Indies) NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS two units vertical In 12 units horizontal 12:12)or greater. EACHRZF RAFTER (SEE SECTION FOR STRAPPING AND REQUIREMENTS. For roof elopes from two units vertical in 12 units horizontal --------------------------------------------------------------- (uEd ROOF (2:12)up to Four units vertical In 12 units horizontal (4:12) panel epan 2 ft, lees then 4 Ft. less than 6 ft. lees than SECTION FOR ROUGH OPENING FRAMING REQUIREMENTS) EAcu END less than or eq.to panel panel span panel epan ALL NAILING IS A GENERAL SPECIFICATION IT APPLIES UNLESS NOTED OTHERWISE 7 EA Roo-RAFTER double underlayment application le required In accordance or equal to span Ieee than lees than or lees than or with RR9052.1 _ _ -------------- --------------._-... n A RR90523 Underlayment. Unless otherwise noted,required underlayment 4 Feet ROOF 8 CEILING FRAMING FASTENER TYPE 2 feet or equal to equal to 6 feet equal to 8 feet shall conform with ASTM D 226,Type I, or A5TM D 4869, Type I. _____ ____ _ ____ _ _ _____________ RAFTER TO TCP PLATE (TOE-NAIL) 4-8d COMMON PER RAFTER POOP RAFTE=RS IEEE PLAN) VARIES Self adhering polymer modified bitumen sheet shall comply with m°ExrER1oR GRADE PLYUGOD suaaTHwG D CEILING JOIST TO TOP PLAE (TOE-NAIL) 4-8d COMMON PER JOIST "5 NT ASTM D 1910. 2-2 •6 wood scrams 16 b 2 9 ABPHALL SHINGLES RAE 6ELECIED BY OVNERJ RR9052.4. Asphalt shingles shall have self-eeal strips or be Interlocking, CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) I0-166 COMMON EACH LAP E and comply with ASTM D 225 or D 3462. B RR90525.Fasteners.Fasteners for asphalt shingles shall ba galvanized 2-12 "B wood Screws 16 16 16 12 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAIL 10-16d COMMON EACH LAP CEILING JOISTS IEEE PLAN) I c steel,stainless steel,aluminum or copper roofing Palls,minimum COLLAR TIE TO RAFTER (FACE-NAIL) 1-8d COMMON PER TIE BATT INSI LATICN IEEE PLAN) 12 gage a4 0.105 Inch (2bl mm)14 shank with a minimum 3/8"(95mn) ----------------------------- ------ ART- OF-FORM diameter head,ASTM F 1661, of a length to penetrate through BLOCKING TO RAFTER(TOE-NAIL) 2-8d COMMON EACH END the roofing materials and a minimum of 3/4" (19.Imm) Into the roof RIM BOARD TO RAFTER(END-NAIL) 2-16d COMMON EACH END - i - F ARCHITECTS A.I.A sheathing.Where the roof sheathing Is less than 3/4" (19.Imm) a.This table Is based on a maximum wind speed ( 3 second wind gust )of 130 mph -------- 159 mean roof height of 33 feet or Ieee 159 Broadway (Roues 110) thick the Fasteners shall penetrate through the sheathing. g FALL FRAMING Am,tyVinS, NY 11702 Fasteners shall corn with ASTM F 1661. FASCIA i comply b.Fasteners shell be metalled at opo) M ends of the wood structural panel. TOP PLATE TO TOP PLAT (FACE-NAIL) 2-I6d COMMON PER FOOT N\ ``� sal-zsaFatal fax sat-zsa-ales RR9052b Attachment. Asphalt shingles shall have a minimum number of ' g p 3^coNnNUous saFP VENT � A Fasteners required by the manufacturer.For normal appllcAlons, 4-I6d COMMON 61MES2Nl S ` E-mail- •duu�0urtoform.00m c.Where screws are attached to masonry nc masonry/stucco,they shall be TOP PLATES AT INTERSECTIONS (FACE-NAIL) JOIST - EA. SIDE �„�-TII Ht v i t Internet www.ortoRorm.aom asphalt shingles shall be secured to the roof with not less than •16•oc rEaW SIDE) t attached utilizing vibration- resistant anchors having a minimum withdrawal Y ( _ I \ four Fasteners per strip shingle or two fasteners per Individual capacity of 490 pounds. STUD 70 STUD !FACE-NAIL) 2-I6d COMMON 24" O.C. t %1 \ THESE PLANS ARE AN shingle. Where roof slope exceeds 20 unite vertical In 12 unite HEADER TO HEADER(FACE-NAIL) I6d COMMON 16" OC ALONG EDGES I � / INSTRUMENT of sFRv1cE horizontal (20:12), special methods of fastening are required. � A EXCEPTION. Asphalt strip shingles shall have a minimum of six fasteners TOP OF BOTTOM PLATE 70 STUD (END-NAIL) 3-I6d COMMON PER 2" x 6" STUD `4� / AND OR THE PROPERTY per shingle where the roof 16 1n one of the following NAIL SPACING SD COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, -` NOTE: OF THE; ARCHITECT catagorles: END JOIST,OR BLOCKING (FACE-NAIL) 2-I6d COMMON PER FOOT ______ ALL STRAPPING TO BE 1 1/4" x 20 GAUGE INFRINGEMENTS WILL I.The basic wand Speed per Figure RR3r high is b mph LOCATION EDGES FIELD ` STEEL STRAP. "SIMPBON" EQUIVALENT = ec- PROSRCL TEI- or greater and the save Is 20 feet or higher above grade. FLOOR FRAMING i I 0520 COILED STRAP 12". BEARING. 2.The basic wend speed per Figure RR3012(4) le 120 mph 4' PERIMETER I I / I 1 t N2 ON ALL RAFTERS or greater. EDGE ZONE 6 6 JOIST 70 SILL TOP PLATE OR GIRDER (TOE-NAL) 4-0d COMMON PER JOIST 3 Spada1 wind zones per Figure RR3012(d). I I - 2 > RR9052.1 Underlayment appllcatlon.For roof slopes From two unite vertical In INT. ZONE 6 12 BRIDGING 70 JOIST (TOE-NAIL) 2-8d COMMON EACH END VINYL SIDING TAE eB.Ec1Ev BY owNEw I I ', ` m 12 unite horizontal ( 1% s10 a ),u to Four units vertical In 12 unite 3)6"EHELIER LLRAE SPD.BOARD j I I FASTENINGS SCHEDULE B P p END WALL W/0 BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END TTYEK eD'ay uIRAP I I horizontal ( 33 o elope 1,underlayment shall be two layers applied In the 6 6 Im EXTERIOR GRADE PLYK a lw SHEAWRG I I ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS following manner.Apply a 19 Inch strip of underlayment felt parallel with BLOCKING 70 SILL OR TOP PLATE(TOE-NAIL) 3-I6d COMMON EACH BLOCK l-.4^smms I6^oc j j IN ACCORDANCE WITH WOOD ERAMP CCNSTRU ICN MANUAL and starting at the eaves,fastened surrc ently to hold In place,Starting 31D'BAIT INSULATION R• 1501 I v LEADGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST 1a^GY5UM BOARD11 �___ NOTATION v\ at the save,apply 36 Inch wide sheets of underldymenQ overlapping I I __� n successive sheets le Inches,and fastened sufficiently to hold In place. JOIST TO LEADGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST slMPsaN stpronG-nE Fra•S°a OR ROUGH A For roof elopes of four units vertical In 11 units horizontal ( 33 a elope ) I V4"x am GAUGE GALV.STRAPPING, I I / OPENINGS B C D E F BAND JOIST TO J016T (END-NAIL) 3-I6d COMMON PER JOIST EXTENDED a^ eEARMG FROM FLWR I I / O or greater,underlayment shell be one layer applied In the following manner. FRAPING EACH DIRECTION•EACH END Underla ment shall be applied shingle fashion, arellsl to and starting From I I �' T-0" 2 I-2"X 4^ I E 9 PP 9 p 9 BAND JOIST TO SILLL OR TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT I the save and lapped 2 Inches, Fastened sufficiently to hold In place. End Tape Shall be offeet by 6 feet. ROOF SHEATHING �% 4'-0" 4 2 X 4" 2 2 2 2 b 2"w 4°TOP PLATE Z design tee Ian Ice ce barrier that otecticir. In ocnelsas erofthe a leasttwoleyedaily ra or INTERIOR temperature RIOR ZONE Bd COMMON 12" O.C. -m" 6 �R 4- 3 3 3 3 Q ` z In Januar Is 25'F or lees 9r when Table RR3012(U criteria 9 / - M STRUCTURAL (SEE GRAPHIC BELOW) ___ 6 2 %6^ F a -------- 2Z" X4" ❑ ¢ wall en of the halal b used In lieu of normal underla ment and extend 3Ne. \ GABLE WALL EDGE ZONE CEILING rJHEATH NG O.C. e'-m" underla meet cemented together or of a self adhering polymer modified PERIMETER ZONE 8d COMMON 6 I a 2O11 k b" 3 3 3 3 E ^ W line From this eaves edge to a point at least 2d inches Inside the exterior / j 10'-0" I0 2-2"X 6" 4 4 4 4 N RReO52.12 Underlayment and high wind.Underlayment applied In areas ® GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD / 1 I 12'-m^ 12 2-2"X 6" 5 4 5 4 subject to high winds 34 greater than 110 mph per Figure RR3012(4)15 3Na mq- INTERIOR ZONE ;/ i i shall be Applied with corrosion-reelstant fasteners in accordance with PERIMETER WALL SHi=ATHNG I 1 manufacturers Installation Instructions.Fasteners are to be applied along i I I the ovaria not farther apart than 36 Inches on center. ZONE STRUCTURAL PANELS ed COMMON TABLE 3.11 I I Overlap p ala"623 FLOOR GLUED MID NAILED -GABLE WALL FLOOR LVED (SEE PLAN) I I a (EDGE ZONE) FIBERBOARD PANELS i NOTATION: BATT INSULATION(SEE PLM!) W=WALL Wal�e+etem design shall be based on the 1995 ebc high wind edition 25/32" 8d COMMON 3" EDGE /6" FIELD "bblaaal•d-ISTc76 COIL STRAP OR / I - .' I A-NUMBER OF ad NAILS•EA.END OF STRAPPME,(TABLE 3.1,P.151) 1(TABLE 6A PAGE 316) l/I6" 6d COMMON 3" EDGE /b" FIELD - VA.a am GAGE GMy STRAPPING - I I B-NUMBER OF SILL 5TUDS-ON FLAT(DOES NOT APPLY TO DOORS)(TABLES 32313,P 193) of the woad Trans construction manual.section 3.4 g 6TRAP EACH STUD 1211 PIN BE°RMG WRAP STRAP UNDER SILL•EACH STUD I -__- _----� c-NUMBER OF FULL HEIGHT KING STUDS •EA SIDE LP HEADER(TABLES 3230,P.193) GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD V.4"SILLI I D- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT KING SND TO END OF HEADER •EA.SIDE(TABLE 3.1,P.151)1 (TABLE 6A PAGE 316) HARDBOARD 8d COMMON TABLE 311 I 1 ' E-NUMBER OF JACK STUDS• EA END OF HEADERS(TABLES 322F,P.19U ASSUME DBL.HDR PARTICLEBOARD PANELS ad COMMON SEE MANUFACTURER ANCEO I BOLTS(REFER T PLANS ' F-NUMBER OF 166 NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS) FOR SIZE AND ePACMG) I • EA BIDE(DOES NOT AFPLT TO DOOR5)(TABLES 3B,P.15V1 (TABLE 6A PAGE 316) 1995 SBC 14104WND EDITION- SHEATHING(TABLE 313) DIAGONAL BOARD SHEATHING sat 6EALER I PERMITS SHIELD I Y U1FCM- WOOD FRAME CONSTRUCTION MANUAL FOR / 2 FAMILY DWELLINGS BY ROOF I" x 6" OR I" x e" 2-ed COMMON PER SUPPORT m r 1l - 0 AMERICAN FOREST 1 PAPER ASSOCIATION, 3 SEC.GUST WINDSPEED- 120 MPH V x 10" OR WIDER 3-5d COMMON PER SUPPORT GRADE 3 i 1i�r I % O} PRESCRIPTIVE DESIGN RAFTER SPACING- 1("cc _ i 7 w SHEATHING- WOOD STRUCTURE PNL.- W5P FLOOR SHEATHING (SUBFLOOR) -III-III=Ii'-,1_- L ROQP FRN•11NG: (TABLE 324A 1 3148) RIDGE STRAPS (ABLE 3.d) - 'I--IT N ALLOWABLE DEFLECTION OF STRUCTUAL MEMBERS Z STRUCTURAL PANELS W GRD. SNOW LOAD 45 PSF 3 SEC GUST WIND SPEED - 120 MPH w CONCRETE LIVE LOAD 20 PeF STRUCTURAL MEMBER ALLOWABLE = o Ed COMMON 6 EDGE / 12" FIELD s PFaOI�MoaTloNli XPM101ON JOINT DEFLECTION JO 3 EC.GUST WINDSPEED 20 MPH EXP. B AB LA ED NUMBER OF 8D COMMON NAILS IN EA. END OF OR LESS 16 x it RATERS WAVWG SLOPES ERFAMR THAN 3m WIN O PITCH 3112 DEAD LOAD 10 F'SF ROOF SPAN 24' I " • ° 12'E GREATER THAN I" 10d GAMMON 6' EDGE /6" FIELD l L = S'DP.POURED CCNDRETE FOOTING a NOF M IW CEILING A W710,,B TO RA�TERe ISM W _ REQ'D SPAN 12'-0" I/ I/d" x 20 GAUGE STRAP= 8 NAILS MIN DIAGONAL BOARD SHEATHING -111-111-III'' INTERIOR WALL AND P°RrlTla+a u1- I- (HOR POSITION) NAILNG SCHEDULE (TABLE 3.1) In x 6" ORI x B" 2-Bd COMMON PER SUPPORT L.a THRUST FACTOR 61 CEILING JOIST TO PARALLEL RAFTER 4 CLG.JOIST ROORa IND PLASTERED M NGS y Z n/ O WIND FACTOR 95 LAP CONNECTION In x 10" OR WIDER 3-ed COMMON PER SUPPORT ism O Il Cf) SLOPED ROOF ADJ. IID GROUND SNOW LOAD- 45 PSF S Fe5AR(Inil DIA) E ALL OTHER bnR TNA_MEraEn 1 LIVE LOAD SPAN = HEM FIR"1,2" x 8" m 16" o.c. ROOF SPAN- 24' 4'C04CRETE 5LAe ON UNDsTUREBP BASE 24m 7 WIND LOAD SPAN = HEM FIR "I,2" x 8" m 1( oz, RAFTER SLOPE- 3/12 EXTIEUM WA4s WIN PLASTER OR slucca g P L SNOW LOAD SPAN = HEM FIR"I,2" x 8" m l(" cc RAFTER SPACING- 16" INISH, TYPICAL WALL SECTION EXTERIOR Skilb---wMDLOAD5 WITH BRITTLE 1 O USE: REQUIRED NO.OF 161) COMMON NAILS PNlet 240 LU REQUIRED PER HEEL/JOINT SPLICEII 3a^.f-m° > ROOF RAFTERS:2 2" X B" HEM FIR -a I6" oz. - EXTERIOR wPLLe---wMotoaoe WIN REXIBLE RIDGE BESAMAM: 2- 2" x 10" RIDGE CLINCHED NAILS ADJUSTMENT- IIDFINISH lam 7 � L CLG. HGTJ ROOF RIDGE MGL ADJUSTMENT= 15 Cxn lug eraetgmr (TABLE 3235) REQUIRED NO. OF 16D COMMON NAILS = 16 MIN, 1 UN-INHABITABLE ATTIC W/NO STORAGE LL=10 PSFO USE, WALL 2" x B" alb" oz, HEM FIR"I FRAMR,Lro WOOD STUDS (TABLE 3.19A) DC ROOF � T T 3. ) 3 SEC GUS? WINDSPEED 120 MPH 0 GRD. SNOW LOAD - 45 PF WALL HGT LIVE LOAD - 20 PSF SHEATHING TYPE HASP DEAD LOAD - 10 PSF STUDS SUPPORTING ROOF, CEILING, ATTIC FLOOR 3 SEC.GUST WINDSPEED- 120 MPH WOODS- 2"x 4" HEM FIR 02 SND GRADE m 16"oc RAFTER SPACING a 1611oc TOP PLATES (TABLE 321)(ENE) WALL PBL.TOP PLATE) "SIMPSON" HDQB OR "SIMPSON" HDQB OR 2-I6d COMMON "SIMPONSON" STHDl4RJ BLDG.DIMENSION 38' 2-I6d COMMON 2-I6d COMMON FOR FULL LENGTH SHEATHING TYPE (WSP) TABULATED MIN. SPLICE LENGTH 9' "SIMPSON" PHD6 NAILS o 6" O.G. "SIMPSON" PADS, NAILS a 6" O.C. NAILS a 6" O.C. TABULATED MIN.PANEL THICKNESS WALL HOT.ADJ ID FOR FULL LENGTH FOR FULL LENGTH OF STUD 3.10A 3/8" MIN. OF STUD 31013 3/8" MIN - 12" PROVIDED ADJUSTED MIN SPLICE LENGTH 9' OF STUD COMNECTIGNB ROOF ASSEMBLY TO WALL ASSEMBLY (TABLE A 33A) • \ •• / 17.S`�Ngt' wE••�•:� C 3 SEC.GUST WINDSPEED 120 MFH • � '° BLOOCKING a 'sy ,R� f 110J).i IA(j• RAFTER/CLG J016T SPACING- I6"oc 11 • t I I WALL HEIGHT T-6" ii ii I ENDWALL =�•�� "•;�' REQUIRED NO.OF 8D COMMON NAILS IN LjJ _It � EACH RAFTER / CEILING JOIST TO TOP PLATE CONNECTORS = 3 NAILS MIN ❑ .. N•. AC rKi UPLIFT CONNECTIONS (TABLE A-338)(ROOF TO WALL, WALL TO WALL) 0229A;:''' 3 SEC.GUST WINDSPEED 120 MPH ?�z\ ONE "4 �'viF a 'jjEV1. FRAMING SPACING 16" cc 11' ,. �.p ROOF SPAN 2d' BLOCKING Ia 11 _ REBAR 7r...aamnlls+" BLDG.LENGTH 36' BLOCKINGS ENDWALL 1I - - • . .\\~ REQ'D NO.OF BD COMMON NAILS IN EACH END OF 11/4" x 20 GAUGE STRAP • 6 NAILS MIN. ENDWALL - ' - I. ASPHALT STRIP SHINGLES SHALL HAVE A ' MINIMUM OF SIX FASTENERS PER SHCHECKED BYINGLE DUE i0 "SIMPSON" HDQB OR M�A.S, RAKE OVERHANG COMJECTIIONS(TABLE 33C) 120 MPH 3 SECOND GUST WINDSPEED. - 3 SEC GUST WIND51FEED 120 MPH EXP. 'IS" D 3462 . OABULAO ED UPLIFT LOAD ON OUTLOOKER= I( cc B 2. ASPHALT SHINGLES SHALL HAVE A SELF - SEAL STRIPS OR SIMPSON" PHD6 ' � DATE: LBS. BE INTERLOCKING ,AND COMPLY WITH ASTM D 225 OR 1/8"0 THREADED ROD EMBEDDED 12 1/2" CrN��1 0� RRDJECT 5-1-7-01 7ABULATEDZONE 2 TLOLAD x MI _ �4 x (ID) = 481 LBSNOTE: STRECONCRETE EXY ADHESIVVE) 1St F(HIGH ')0yy/ \try ��`� 0--072 (SEE WALL SECT.) ALL STRAPPING, ANCHORS, 0'F - 40'F USE "SIMPSON" AT. ( HIGH STRENGTH DRAWING FILE 3. FASTENERS FOR ASPHALT SHINGLES SHALL BE HOLDOWNS, t ACRYLIC ADHESIVE) GALVANIZED STEEL ,STAINLESS STEEL ,ALUMINUM OR ADHESIVES TO BE INSTALLED AS TOP 1 BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOAD COFFER ROOFING NAILS,MINIMUN 12 GAGE 0.105 INCHoRAwINc TITLE. oc ES ( 2.61 MM ) PER i DRAIN S STUD SPACING I6" SHANK WITH A MINIMUM 3/8 INCH ( 95MM )DIA.HEAD MANUFACTURER'S SPECIFICATIONS WALL HEIGHT l'-6" ASTM F 1661 , OF A LENGTH TO PENETRATE THROUGH THE ROOFING DRAWING TABULATED NUMBER OF I6d COMMON NAILS MATERIAL AND A MINIMUN OF 3/4 INCHES ( 19.1 MM )THICK, � I �� PER STUD TO PLATE CONNECTION- 3 NAILS MIN THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING FASTENERS SHALL COMPLY WITH ASTM F 1667. COINER CONNECTION FLOOR TO FLOOR NTS CORNER CONNECTION FLOOR TO FOUNDATION NTS. GN - 2- LEGEND ---------- ---, — —^ter NEW CONSTRUCTION N III - ry N d ----------- 1 III Q - - TO BE REMOVED MUD RM. I 015T'6) � EX. 5TRUCTURE I Ili .f :. J IL— - - - - _ _ - - - - - - - - - - - _ - _ ----- o I I ART L I � ------------- Noce: I � II 0 F ORM IT SHALL BE THE RE5PONSBLTY III UNDERPINNING Ni j OF THE GONTRAGTOR TO EXCAVATE �I� PORTIONS OF EXISTING FOUNDATIONS ARCHITECTURE KITCHEN I BATH I BEDRM. CONCRETE FOR UNDERPINNING PIERS SHALL FIAVE A BE Broadway rlxome I101 TO EXP05E EXISTING FOOTING DEPTH5, I. MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT (EXST'6J O1O (EXST'6J amuyvme,lei 11101 28, DAYS. 631-204-DISI Fd/631-264-BIB9 I ' ? EXISTING STRUCTURE. THIS AREA TO BE UNDERPINNED 2, DRY-PACK SHALL BE MADE UP OF EQUAL PARTS OF o I GL, e-m=u awml eanorro,m«m FOR NEW FOUNDATION. SEE NOTES ON THIS SHEET. SAND AND GEMENT, WITH SUFFICIENT WATER TOTHESE PLANS ARE AN CONTRACTOR TO UTILIZE MAXIMUM STANDARD OF CARE n I I I INSTRUMENT OFSERVCE AND NOTIFY ARGHITEGT IMMEDIATELY IF NEEDED. MAKE THE MIXTURE MOIST. DRY-PACK SHALL U I = AND OR THE PROPERTY RAMMED INTO PLACE NO SOONER THAN 24 HOURS 5 6� AFTER PLACING GONGRETE FOR UNDERPINNING I I EXISTING TRJ55 APEX - PIERS THE CONTRACTOR SHALL ATTEMPT TO I (EXT THE CONFIRM TRANSFER OF THE BUILDING LOAD ONTO Ell fT I N BEDRM. N INFRINGEMENTS WILL EE1111 I II I THE UNDERPINNING PIERS USING SURVEY I �'� � j I � (E%IST'GJ a uQ INSTRUMENTS OR "TELL-TALES" EXISTING ONE-STORY I DINING RM., FRAME DWELLING 3. UNDERPINNING PITS SHALL BE CONSTRUCTED IN THE FOLLOWING SEQUENCE: PITS MARKED "A" SHALL BE I COMPLETED FIRST, THEN PITS MARKED B", THEN d. z - - - - - - T a - NEW DOWEL S EPDXY #5 REINF RODS PITS MARKED "G . 'n INTO EXIST FOUNDATION WALLS Ti WIDE x I'-0" lu „� 4xb Soup Fos,! j f� �' ' BATFfRM. - - — — — — — — & FTGS m 12'�O.G VERTICALLY— — — B— — — — G — 2� DEEP FTG., SEE 4• ����IVAT ONSNNINO ES OHN oN RS SHALL BH GGo RIA owN To 4x4 MIN. j RI GI UP TO 5ABOViI ON SOLID j Imo UNDERPINNING NOTES. L DRAWINGS OR TO COMPETENT SOIL, WHIGHEVER 15 LJ L^J �_ - P051_ ___ __ ----- -2 w --------------------------------_ _ -- -�i (212'x8" ,( `°` ` -__ __ __ _� II HALL BE 4'-O" WIDE N�� , EACH UNDERPINNINO - - "�_ _ _ x _ 8 MIN. 50 D S SHALL BE LEAST 2'-0"TD. ALL UNDERPINNING L r -- - A - -- B--�" � '� ^ � -/�— — ____ Z I S. UNLESS HALL BE S GA E THICK UNLE55 THE L — I Y o_ CRAWL SPACE — — WD. GIRDE i — — — — — — — COLUMNS. 5,_911 b_0„ 5,-9„ ; q� b'_TI G,_ o BEARING, TYP) WIDTH OF THE EXISTING FOOTING IS GREATER, IN �"T 8" x 8" P.T. BEAM POGKE POST ABOVE WHICH CASE WIDTH OF THE UNDERPINNING PIERS V44 B I/2' O.D. STEEL SHALL BE AS THICK AS THE FOOTING 15 WIDE. _ m _(1l'P.) FOR d 2"x 10" FLR JSTS ; PIPE 2x 10CJ. 2x10' RR „ 0" CJ. 2"x 10" RR 'VENTS (TYP. FOR'I14 w I. m IG" o.C. FRENCH DooRs CRAWL AGE `" I RO55 BRIDGING I - 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS INIr THE FIELD.LA 2'-0" FROM �TYP) EA. 51DEI 'i 2" GONG. 5 iF�. TO FIN. SLAB L OF GIRDER 4x4 MIN m lfa"I _y_ T. UNDERPINNING PIERS SHALL BE SHEETED WITH = POST O L.-� m 16 OG ul 2xI� I j — � Iii I BOTTOM OFB cn �, m I6" O.C. I6" OG. IIIIHORIZONTAL TIMBERS F SOIL CONDITIONS OR OSHA - icer. N ir ra 2"x 10' FL J5T5 v T REQUIREMENTS DO NOT PERMIT UNSHEETED PITS. `9 S� NEN =I POST NEW _ m 16" o. . 4" x I'-}3 GMU PIER LIVING RM. sl BEDRM, e FILLED SpLID OVER 2 0' g GRO55 BRIDGING 8. THE BOTTOM ELEVATION OF THE EXISTING FOOTING x 2'-0" x' 1 P.G. FTG. IS ESTIMATED AND I5 BASED ON INFORMATION a 101 xl n l 102 OF!M, ' Q (TYP.) EA. 51DE I j PROVIDED BY THE CONTRACTOR. --GIRDER, e" THK.I POURED (ONG. FDN. WAL4 ON 2'-0" X 8" — GONG. FtTG. W/7 x 4" GONTINUOU5 KEYWAY A-i2 X j w i N. BELOW GRADE) I 9. THE EXTENT OF THE UNDERPINNING IN A HORIZONTAL I1 DIRECTION 15 DETERMINED BY A 45 DEGREE 4xb SOLIDS44 MIN j `°q uP iM01g T 'I BEAM POCKET - -- - INFLUENCE LINE. 4x4 MIN POST RIDGE ABOVE L -------------- - ----------- ------H- -- -------------- I------------- J 10. THE CONTRACTOR AND A REPRESENTATIVE OF THE m POST L (212 x e WIKi" PL7WD. (212 x e WIYI' PLYWD. - - - - (213046 -- _ - --ST ABOVE 1 ---- ---- 7 PO 0 --------- E SIMILAR SURVEY SSTRUCTURAL DD E MADCTS, E AFTER K , ETC A �o511N. - - - - - - - - - - - - - (2)2' O" 4x4 MIN O I LNOTE v 213046 E 4x4ST M.- - - - - P05T ABOVE m u X PROJECT I5 COMPLETED TO DETERMINE IF ANY I e DAMA6E HAS 01 LEDGER BD. III I ^, a �j 1 ViIMIN. BELOW GRADER II. THE CONT ACT R SHALL SET LEAS POINTS EE(5) BEAM P RHE m 011 GSI " RR - 1 11 I� TIES m 16" LA F—I X LL Q OR "' ._9x 6 2' x4 BOLTED TO FDN. oc. m Ib" G"Dt - -- BE SURVEYED DAILY WHILE THE WORK 15 UNDERWAY. L T - _ ANY CHANGE IN ELEVATION OF THESE POINTS SHALL p Ir P05T ABOVE - - - - - - - - P05T ABOVE BE IMMEDIATELY REPORTED TO THE ENGINEER. 4"x 4"POST -- ---- Q3W ENGE THE ® 36"HIGH RAIU 5 H C z (2) 2xb FLUSH GIRDER B , K N c',WHEN CONCRETE L _ - - -- -J MARKED A", 12. THE CONTRACTOR SHALL UNDERPINING AREAS MA SETS THEN UNDERPIN " "D" ETC. ^ �q WOOD STEPS TO GRADE EO. 1,_0" -bll EO. 5',.01 31-y" 1'-511 T_211 31.611 y_4,1 va M.O. O FOUNDATION PLAN FLOOR PLAN 1/4"= I'- O" NOTE: ANCHOR F3OLT SPACING ANCHOR BOLT GONNEGT ON 0 OF STORE 1/2" BOLTS 5/11501 T�NOrk,;..., STORY 46" o.c. 12" o.c. NOTE- GONTRAGTOR, CON5TRUGTION MANAGER OR ANY OTHER PE516NATFO ON-SITE PARTY DURING GONSTRUGTION CRAWL SPACE, CELLAR OR *�5 A4ao PHASE SHALL BE RE5PONSIBLE FOR PROMPTLY REPORTING ANY AND ALL GONFLIGT5, GONTRADIGTION5 OR BASEMENT. 2 STORIES 23" o.c 36" o.c. D15GREPANGIE5 TO ARCHITECT. CONTRACTOR TO MAINTAIN A WRITTEN LOG AND WRITTEN GORRE5PONDENGES hi; 3 STORIES IS" o a 23" O.C. I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND WITH ACCEPTABLE TIME/DATE 57AMP OF 5AID GOMMUNIGATIONS WITH ARGHITEGT. ARC ASSUMES NO DOUBLEALABOVE. AND aV RESPONSIBILITY FOR FAILURE OF RESPONSIBLE PARTIES TO NOTIFY ARGHITEGT IN 5UGH IN57ANGE5. aBLAB PER ON 5R�ADEA ALL STORIES 36" 0.e. 5T" o.c. X12" M,� 12" MAX DOUBLE WELL OPENING..(PRO IDE MEMMERS aRWND :�n„o 'I b” MIN 6" MIN STAIR WELL OPENING.(FRO✓IDE METAL JB1. x HANGERS AS P�EO'Dl I. MIN. 7" EMBEDMENT INTO CONCRETE 6 15" INTO MASONRY 2. ALL STRICTURAL COL'S THAT SUPPORT ANY HEADERS q 0FINE V4 BLOCK W/ 3" SQUARE WA5HER5 A END NUT SETUP L.VL,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO , t 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR z z FOUNDATION,FIGS,AND OTHER 5IRICTURAL Xa - S DRaunl ei a OR REPLACED BY HOLD DOWNS FOR SHEARWALLS L F L GIRDERS OR HEADERS AS NECESSARY. NOTES: ^ 3. 1 - ANCHOR BOLT 15 TO BE LOCATED BETWEEN b" MIN. - r :0 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS o TO 12 " MAX. FROM ENDS OR CORNERS r FROM SILL PLATE TO 10P OF TOP PLATE,BEHIND ANY cuecFec Dr I. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH 4. SERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, 4. GONG. BLOCK TO BE FILLED 50LID ® ANCHOR SOUS. SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED M.A.S. 0 OTHER WORK A5 MAY BE NECE55ARf TO THE DEPTHS AS SHOWN THE CONTRACTOR SHALL BAOffILL AGAINST THEM WITH CLEAN PORCH'S. (ETC) ON 1HE DRAWINGS.ALL Tp3JOHE5 FOR FOOTINGS,FOUNDATIONS, EARTH.DARE SHALL 8E TAKEN TO BRACE A5�oUlfikD TO FVENi DATe ETC.SHALL HAVE LEVEL,SOLID AND LPND SNRBED BOTTOMS. CAVE-NS.BACKFILL TO BE FREE OF WOOD,TRASH,ETC. %%' ETAIL 3/29/05 PROJECT- o 2. FOUNDATIONS AND FOOTNGS SIZED FOR BEARING ON VIRGIN 5 THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELCW GRADE F=R 07�7 ". a3: BOIL AT MINIMUM BEARING BEARING BOIL CAPACITY OF(2)TWO (EXCEPT SLAB AREAS)SHALL BE DAMFRO(%FED WITH AN ELASTIC ANCHOR BOLI SPECIFICATION N.15 Q4�/2 TONS PER SQUARE FOOT WITH A MINIMUM OF 3'-0"COVER COAL TAR B ASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. oTaww TITLE a 3. ALL CONCRETE SHALL BE 3000 PSI. 6. ALL CONCRETE FOOTIW5 i0 BE PROVIDED WITH(2)IS LRREIW. L'LOOR L LA1V v 1. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT DRAWN, B7 VOLUME)SHALL NOT BE LE55 THAN 5 PEROT OR MORE THAN l PERCENT 0 r N A n O V O O N O O O_ N EX. HEATINGLC ELECTRICAL NOCJ; ALCOA RIDGE VENT. INSTALL L G E N D ICE SHIELD y' AS PER MANUFACTURES SPEC'S. I. THE CONTRAGTOR SHALL DETERMINE WHETHER THE EXISTING HEATING 5Y5TEM DI DOOR MARK ROOF SHINGLIE. THE CONTRACTOR SHALL INGLUDE IN HI5 BID, THE COST OF UPGRADING I" x e" // WI WINDOW MARK WILL BE CAPABLE OF HANDLING THE EXISTING AS WELL A5 NEW DEMANDS COMBINED. IF HE DETERMINES THAT THE EXISTING SYSTEM IS NOT CAPABLE THE 5Y5TEM A5 REQUIRED TO MEET TH05E DEMANDS. FASCIA BD. / i' PLYWOOD SHEATHING. 2. THE EXISTING ELECTRICAL 5ERVIOE AND DISTRIBUTION PANEL SHALL BE /% EXAMINED TO DETERMINE IF IT 15 OF ADEQUATE 51ZE AND CAPACITY i •15 FELT PAPER E❑ EMERGENCY ESCAPES RESCUE OPENING TO HANDLE EXI57IN6 AND NEW LOAD5 COMBINED. A5 WELL AS THE ( R310.1.1 ) P0551BILITY OF FUTURE DEMANDS. IF A SERVICE UPGRADE 15 REQUIRED. - 11/4" x 20 GAUGE GALV. THE CONTRACTOR SHALL INCLUDE THE REQUIRED UPGRADE IN HIS BID STRAP (TYP)WITH (b)Bd O . SMOKE DETECTOR ( HARDWIRED ) AND INGLUDE PROPOSED AMPERAGE IN HI5 BID. COMMON NAILS IN EACH �I END OF STRAP. gcp0� CARBON MONOXIDE DETECTOR ( HARDWIRED ) 103 ROOM NUMBER ART Q FORM 1 LOAD BEARING WALL ARCHITECTURE L9.YVhLL 159 E:oad.a9(Route III RIDGE BEAM. Amliyvnle L 11101 631-$645191 FAY 631-li,.1 NF, �I 1 1/4" x 20 GAUGE GALV. E,m Il anmm+aaorm.m�o" J STRAP (TYP)WITH (4)8d COMMON NAILS IN EACH END OF 6TRAR THESE PLANS ARE AN INSTRUMENT OF SERVICE TY AND OR THE PROPER DETAIL � DETAL INF THE ARCHITECT I DET AL WILL ICE SHIELD 1 UPLIFT CONVECTION NTS. RIDGE STRAP /VENT N.iS. BE PROS ECUTEC). U U 5CRIBE ® WALL IF L-1( TYPICAL ) SCRIBE 0 WALL WINDOW DOOR 5GHEDULE ( TYPICAL ) WINDOW QUANTITY ROUGH OPENING S.F. CLEAR OPENING DESIGN WOOD BLOCKING C ROOF SHINGLES CLASS W H S.F. PRESSURE REMARKS h FIXED WOOD C I'-6" 3 SIDES 3046 T V-8 Ys "x Y-6Ye" 1455 31 Ys" 14 y4' 63l DP 30 ILI SHELF WOOD LOCKING 15 BFELT PAPER 3 51DE5 DOOR QUANTITY ROUGH OPENING 112" CDX PLYWOOD 3068 1 Y-0" x 6'-8 1/4" ENTRY DOOR T °1 c 3068 2 3'-0" x 6'-8 1/4" DINING RM' (FRENCH) '� u I'-011 1 1/2" DIA. POLE / 2868 1 2'-8" x 6'-8 I/4" BEDRM.DOORK SECURED W / — / 1668 2 2'-6" x 6'-8 1/4" CLOSET DOOR � II pj FLANGE5 BOTH FIXED WOOD SIDES. C _ SHELVES // G - ❑E = INDICATES EMERGENCY ESCAPE 1 RESCUE OPENING AS PER 8310.1.1 I WINDOW 1 DOOR DESIGN PRESSURE R BE GREATER THEN 30 P SKYLITE DE81GN PRESSURE TO BE GREATER THEN 50 PSF A5 PEE R TABLE 83011(1) � L I w C v PRE-CRIMPED E E-CRIMPED - END NOTE: LIGHT 4 VENTILATION R:OUIRMENTS ROOM # ROOM NAME AREA LIGHT ( 8% ) VENTILATION ( 4% ) VALLEY CONTRACTOR SHALL NOT PROCEED WITH ANY i Sr.REQUIRED I SF. OVIDED Sr.REQUIRED SF. PROVIDED FLASHING WORK IN AREA OF GRO55HATCHINO - MAINLY 101 LIVING ROOM 268 SE 11.4 SF. 582 Sr. 10.12 SF. 25.64 SF. ATTAGHING NEW ROOF 5lINTO EX15TINO 102 BEDROOM 135 SF. 108 SF. 43b5 SR 5.4 SF. 1923 Sr. 0 DETAIL A I t� �I� ROOF TRU55E5 PRIOR TO ARGHITEGT/ENGINEER GONS LTATION. 103 CLOSET w COAT CLOSET DETAIL SCALE IR": 1'-0" LINEN CLOSET DETAIL !� SCALE IR": I'-0" VALLEY FLASHING 104 CLOSET W/SHELVES W/SHELVES v7 CONT RIDGE VENT 1 O ( 1— 2 ) 2"x 10" STRUCTURAL RIDGE ALIGN NEW/EXIST RIDGE HEIGHTS 2x6 a 2'x b" COLLAR TIES 52" oc +/- 4'-0" ./- 61-0 11 EXIST. CHIMNEY 6 Qc w 3 RAKERS [� BEYOND 1 /4" X 14" M.L. o 3 POST TO'�RIDGE � ,, ,�� �- ,, - _ STRUCTPOST URAL A5 GE 2' P02 x O" GED INC JOISTS Ib'oc 5 FELTR.R. ® Ib" O.G. - -- kYr 1 v< _ `yr O _ _ SHOWN ON FLR. PLAN 1/2" EXT. GRADE PLYWOOD 5HEATHING `, x5,, �'v, 12 x - i #1 2"x 10" RR ® I6"oc ,,"� T "y Q T(EST) o 1 2 ASPHALT 5HINGLES (AS SELECTED BY OWNER) 12 (AS NEEDED MATCH ADJ. RIDGE HT.) - METAL JOIST HANGERS ,� v 2 x 8 R106E R-5 �/'� �� ,• ' �f�� - BEAM AT PORCH IN5UL ❑ J '1 .� a ' > �k ;v`y APPRV'D. - TYPE, HURRICANE RESIST. RAFTER II II II a II n II II a II II II ", O 1 TIE - DOWN CLIPS. (TYP. ® ALL CONNECTIONS) IN ROOF II II II 11 II II II II II II II II II K -r' v � . � 1} v II II II II II II II II II II II y - ^>x� '+'K FRONT PORCH _ X DOUBLE TOP PLATE II II _ �X,q (61_Oii x 81_011) I 12" O.H. 3" x 1 ,- EX. �1 ISG RM ' `. CONTINUOUS 12" O.H. 3" J016 6I6EIocN C 501 VENT SEDRM. d ` R-IS4" STUDSIONoc 2x6R.R. OUS SOFFICONTIT LIVINIS RM. w :nXvS2 EXISTING', EXISTING LIVING RM. d U BOARD VINYL SI DING 2) 2x8 5 01 ] DINING RM. KITCHEN i FYPON PILASTER R .\ 101 / 1/2" EXT. CRAVE PLYWOOD 5HEATHING A5 SELECTED BY INSUL `� . �� / VAPOR BARRIER 3/8" OWNER 1 NEW 1x10 FLR JSTS.0 16' O.C. 8" x 8" SOLID EX. 11 x� / W/CROSS BIDGING AS REQ'D. P T. WOOD (510DER axe' FiEL 4 '1%.N SHELTER WRAP E.P.S. � CONT. DAMPPROOFING �\ , 1 , GIRDER b'-011 _ _ MUD RM. 5'� •' ?.'�-:�0 (TYPICAL) S 5l BY ONNER) 2Ax 4" PRE 5UURE TREATED SILL ____ I'll GRA z . -31' 1xIP GIRDER BEYOND---- EXISTG.0 EX. GONG. PATIO ? 2" 1 INSUL ORAKIL SILL SHIELD EX15TIG. i "9 •1 •°:012915,��•y' ez _� —IJ4ANCHOR BOL751/2" a 1365EMENT U2R NEN��c A x sl N . FOUND. WALL ON EO V 8" LONG ® b' oc MAX 8" PR6 1 211x# b" GGA SILL 1/411_ 11_ 011 e 21-01' PPE 01L IMN EL FLOOR JOISTS Ib"oc 2' P.G. SCRATCH GOAT ______ S5 BRIDGING A5 RE G U 5 DEEP-10'UFT J DRAu,N. -O' X O' G. C.A,L. 0' WIDE x 2) 5 RODS CONT. (TYP.) cuecKED OJT 0 8' DEEP P.G. FOOT'G. W/2" x 4" o CONT. KEYWAY MIN. 3" COVER IINEWII CRAWL N DATE s vz" o.D. srEEL SPACE 3/29/05 PIPE GOLUMN5 PROJECT " LONGITUDINAL SECTION TRANSVERSE SECTION 04072 DR4WING TITLE 0 1 BLDG. SECT S./SCHE 1/411_ 11_ 0" J 1/41_ 11_ 011 cRAw1w, " C O 0 A-2 0 a 0 N O 5 O_ N NOTE: EXIST'G. CHIMNEY CONTRACTOR TO PROVIDE GUTTERS, & LEADERS ASPHALT SHINGLE5 AS TO REM CHIMNEY TO REMAINri In RIDGE VENT TO SPLASH BLOCKS AS REQUIRED. SELECTED BY OWNER RIDGE VENT TO REMAIN NOTE: 2 NOTE: FLASHING AT ALL Qr T N FJ FLASHING AT ALL ROOF BREAKS _ --- — — 12 - — - - - ROOF BREAKS d 5 N.LFJ - - J - ----- 12-------- - "i ROOF OVER �R `! - - T p FORM FRONT PORCH - - - g ARCHITECTURE TOP OF PLATE EL. +T41 _ - __- _ _ _ _ _- —_ _ _ _ TOP OF PLATE EL.+T-9" TOP OF WINDOW EL. +b'-b"� _ __ -- _ —_ -_ _— _— _ _ _ — —_ - _ - _ _ __ —_ - - - — 59Gmuyvllleynn4 mol Ilo BIBS -- _ d-BI91 Fq 631 THESE PIANS ARE AN INSTRUMENT OF SERVICE AND OR THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL fill O'-O" - --- FINN,FOR O'-O" - - - — E3E9 DAVM PROS SCUTE�. APPROX.GRADE CRAWL SPADE VENT DRAWL SPADE VENT APPROX.BRAVE ,� �'1 ,� DRAWL SPADE VENT HORIZONTAL VINYL HORIZONTAL VINYL SIDING AS SELECTED BY OWNER SIDING AS SELECTED I IF, NEW L_______________________I __ GRAWL5 LT r DRAWL SPADE `i BY OWNER j I`� I _ PAGE____—_____________________________I J m *------- - r----- J w: I I I I I I i U r z AREA OF NEW CONSTRUCTION EXISTING TO REMAIN 2 w z 1 a u - � d PROP05ED WEST (FRONT) ELEVATION (�,) ,PROPFl SOUTH (RI(517HT SIDE) ELEVATION I/41I, II_ O:: m S Y L] EXIST6. CHIMNEY EXI5T'G. CHIMNEY NOTE: ASPHALT SHINGLES AS TO REMAIN TO REMAIN FLAROOF{BREAKS NS,AT ALL SELECTEDHALT SHINGLES BY OWNERS SELECTED BY OWNER W RIDGE VENT C 2 O =EkIE- T N.I FJT� — NEW ROOF OVER O W - - - FRONT PORCH ° NOTE: - NOTE: _ - --- - (6-o" x 81 �y FLASHING AT ALL FLASHING AT ALL r�'^� ROOF BREAKS ROOF BREAKS ._ — - - ___ _ V ) EZ ` TOP OF PLATE EL. +Ti TOP OF PLATE EL. +T'-9" mk _ JZ _ _ _ .. _ _ ■ ■ _ -_ O O \ C 't --IT __ - -111 1 4_1T FIN.FLOOR 0'-0" - L� FIN FLOOR O'-O" - — - --T C [MR, ju DAVM _—_ DATUM_—__—_ APPROX.GRADE APPROX GRADE T S © CRAWL 5PAGE VENTORAKL I ACE Fj L ___ I____________________ ____________________J 7_________------_ J___ A `J ---___________yl! L.J ________--____ ----- --- I LI I I I NEW EXISTING TO REMAIN NEW �`'.ro J m EXISTING TO REMAIN AREA OF NEW CONSTRUCTION �:P D'l� fo lett� GON57RUGTION GONSTRUGTION a e=y ?1'w5r t 0729N. a aY' NEW m 0 N awe er C.A.L. PROPOSED EAST (REAR) ELEVATION (ANllIPROPO5ED NORTH (LEFT BIDE) ELEVATION M.A.S. 3 I/4"= I'- O" 114 v- o" 3/30/05 a PROJECTr 04072 DRPWUIC.TITLE C 0 BLDG. ELEVIS. rDRGWIPIG° 0 N 0 A- 3 0 N 0 0 0 N