Loading...
HomeMy WebLinkAbout29253-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29845 Date: 11/18/03 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1075 VICTORIA DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 9 Lot 55 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 26, 2003 pursuant to which Building Permit No. 29253-Z dated MARCH 28, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is COVERED FRONT ENTRY ADDITION, REAR DECK ADDITION, ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to BARBARA J MCLAUGHLIN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1159677 10/15/03 PLUMBERS CERTIFICATION DATED 11/16/03 PECONIC PLUMBING & HEAT A thorized ignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29253 Z Date MARCH 28 , 2003 Permission is hereby granted to : BARBARA J MCLAUGHLIN SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1075 VICTORIA DR SOUTHOLD County Tax Map No. 473889 Section 078 Block 0009 Lot No. 055 pursuant to application dated JANUARY 26 , 2003 and approved by the Building Inspector to expire on SEPTEMBER 28 , 4 . Fee $ 381 . 60 uthorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD IVn BUILDING DEPARTMENT TOWN HAIL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY 7 ?nnn 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 2A0 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 Planting 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 L 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. if 117 A I New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: l07 V LT'o121 A e[✓C Somal TT4M, House No. Street Hamlet Owner or Owners of Property: -?�,A9 6A-ie+4 tM'�' lav U 1'"f tL--t Ai Suffolk County Tax Map No 1000, Section � 1f Block -1 Lot �S Subdivision RS— f HI0`FI T—.S Filed Map. Lot: Permit No. 2g Z S 3 Date of Permit. Applicant:_ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _Final Certificate: ✓ (check one) Fee Submitted: $ tF /7 G S D �tj Applicant tgnature ���gUFFO�,�co Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 �'�o t` Telephone(631)765-1802 Southold,New York 11971-0959 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1" /6 03 Building Permit No. Owner: BAk6AICA IM�LA�1C�t-ll-�/1� (please print) Plumber: / ec(J' K (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Si e) Sworn to before me this 16th day of 1Q6%k—t VV0 , 20_a_ �'Cxk' 9 AOQLL-�L-2 NotaryPublic, i[ L'County Nutary VK- d% NO ULL0o1 '."bl am"in SU omw dw EONoAr M& � cPrJ'a�.frJ'arJ�rJ'arJ'arJ'arJrJ'arJ'arJ'arJ'arJ'arJrJ'arJ�rJ'dJ'arJ�rlrJ'arJ�c1'ar..f'rJ@Pr�c.farJ�rJ'arJ'arJ'cPrJ'arJ'arJ'arJ'arJ'a�.f�J'arJ'acl'arJ�rJ�rJ'arJ'a�!'arJrJ'arJ'arJ'arJ'arJ'ar..fr�rJ�rJ'arJ'arJ'arJ�rPcP 0 5 5BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 5 CERTIFIES THAT �S 5 Upon the application of upon premises owned by 5 5 5 5 5 PAUL R. BURNS BARBARA MCLAUGHLIN C 5 P.O. BOX 1061 1075 VICTORIA DR 5 SOUTHOLD, NY 11971-0932, SOUTHOLD, NY 11971 5 5 Located at 1075 VICTORIA DR SOUTHOLD, NY 11971 e5 Application Number: 1159677 Certificate Number: 1159677 ��5 ffS Section: Block: Lot: Building Permit: BDC: NS11 ..5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor, Second Floor,Outside, 5 5 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 found to be in compliance therewith on the ISdt Day of October, 2003. rrr5 5 Name QTY Rate RaM Circuit Type 5 rj Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 4 0 Smoke 5 5 Appliances and Accessories 5 5 Hydro Massage Tub, Residential 1 0 5 Furnace l 0 Oil C 5 Exhaust Fan 3 0 F.H.P. 5 5 Wiring and Devices 5 5 Receptacle 30 0 General Purpose 5 5 Switch 31 0 General Purpose 5 5 Fixture 28 0 Incandescent 5 Fixture 1 0 Fluorescent 5 Receptacle I 0 20 amp Laundry 5 5 Receptacle I 0 30 amp Dryer 5 5 Receptacle 7 0 GFCI 5 seal 5 5 5 I of 1 55 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 ITECNOLOGIES ARCBnMCRIRE PLAN?MG CONSTRUCTION SERVICES 13405 Mm Rad.MaMt=L New Ye& 11952 63/.298.1129 fu:631.298.1128 March 28, 2003 Southold Town Building Department Southold, NY Re: Proposed alteration/addition to existing Mclaughlin residence Southold, New York We certify that the Seismic Design Category is B as per table R301.2(2). We also certify that the bathroom on the first floor has a continuous ceiling height of 8'. The bathroom on the second floor is 70 sq.ft. exterior wall slope is 7' at lowest point for 20 sq.ft.(1'-0") of total sloping up to an 8'-0" ceiling height. If you have any additional questions, please don't hesitate to call our office at 298-1129. Thank you for your time and consideration. ID IA r n Pjc>:: JUN — 320 Permit Number REScheck Ninpliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:C:\My Documents\RESchecktivicLaughlin garage check Lrck TITLE: MCLAUGHLIN GARAGE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 ort Family HEATING TYPE: Non-Electric DATE: 06/02,03 DATE OF PLANS: May 30,2003 PROJECT INFORMATION: PROPOSED CONSTRUCTION OF A NEW UNHEATED I CAR GARAGE WITH AN ATTACHED LAUNDRY ROOM THE ADDITION IS ATTACHED TO EXISTING HOUSE CONSTRUCTION. COMPANY INFORMATION: ARCHITECNOLOGIES 13405 MAIN RD. P.O. BOX 93 MATTITUCK,N.Y. 11952 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT- 15'-10" FROM RIDGE TO GRADE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION -NAILING AND/OR CONNECTION SCHEDULE INCLUDED ON PLANS -FRAMING AND FASTENING SCHEDULE INCLUDED ON PLANS -ENERGY CALCULATIONS ATTACHED COMPLIANCE: Passes Maximum UA=51 Your Home UA=35 31.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 80 38.0 0.0 2 Wall 1: Wood Frame, 16"o.c. 280 21.0 0.0 15 Window 1: Ref: A-TW2032 Wood Frame:Double Pane Low-E 8 0.500 4 Window 2: Ref: A-TW2032 Wood Frame:Double Pane Low-E 8 0.500 4 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 80 21.0 0.0 4 Crawl 1: Solid Concrete or Masonry 78 19.0 0.0 6 Wall height:4.0' Depth below grade: 3.0' Insulation depth: 3.0' Boiler L Other(Except Gas-Fired Steam),85 AFUE 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�g,lhe.best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance gv �gle,.,.h Builder Designer C Date G L• O_5 A1L� ® .. �,,�°r tff'O,,r�°� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoffware Version 3.5 Release la DATE: 06/02/03 TITLE: MCLAUGHLIN GARAGE Bldg. Dept. Use I Ceilings: [ ] I. Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall I: Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: Windows: [ ] I. Window 1: Ref. A-TW2032 Wood Frame:Double Pane Low-E,U-factor:0.500 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [ ] 2. Window 2: Ref: A-TW2032 Wood Frame:Double Pane Low-E, U-factor: 0.500 For windows without labeled U-factors,describe features: # Panes_Frame Type_ Thermal Break? [ ] Yes [ ]No Comments: I Floors: [ ] 1. Floor l: All-Wood Joist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Crawl Space Walls: [ ] 1. Crawl I: Solid Concrete or Masonry,4.0'ht/3.0'bg/3.0' insul, R-19.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. I Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),85 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warn-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturers installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors, and heating equipment efficiency 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. [ ] 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-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] All joints, seams,and connections must be securely fastened with welds,gaskets, mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the 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: [ ] 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. I 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 on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to I" Up 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 in Inches by Pipe Sizes Piping System Types Range F 2" Runouts I"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 LO 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREETVILLAGE DIST. SUB. LOT FORMER OWNER p, K���y Id N E �� " '( •w ACR. - �CC � t CUSS r �� 'p `` N14:4 I uartfolAp,CiS Mo(+ Tr — S // W TYPE OF BUILDING JunI WA �I � hW„a.) S RESZ l SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS y=- L � `1' - Nr s e .. /�c�-c c - T" b c ' NehHir d -6, !E,- .6� J o2ls'o 0 x600 ✓ 3 .1 G , /.3SU-n /(� ' _ A-0, q,Zea ' a oo /i� id L 51 5U bCC)r 47 N �<! 7 0 0 z Z a o oz g o o f / l i o — %�ar les ckcea c e.A IG gS Ic loci 1 4r Lou I - L 11148 - bC+ o t- cr r k q AGE BUILDING CONDITIONC k i G,! Il -1-0r r re�erer±Zi C51�'lDit Fzrco ur NEW NORMAL BELOW ABOVE4-L llGfsl FARM Acre Value Per Value Acre 3 q S- L (f4-(quslfiA h t �Old $go or Tillable 1d 7_ IgJa ry 7,q-7- 16 a Ch �i� �IlSDOo Tillable 2 Tillable 3 (�• a C �� ale/ Noodland swampland FRONTAGE ON WATER 3rushland FRONTAGE ON ROAD douse Plot DEPTH BULKHEAD DOCK Total F COLOR TRIM tir A. Bldg. Z�- x � � /�� L 3 if 1'b6 --LFbundation Bath / Dinette :xtension asement 7-A y Floors y�.L L K. extension Ext. Walls �,7Q Interior Finish JNGG- �� LR. xtension Fire Place Heat DR. ype Roof �a/. f Rooms 1st Floor BR. 'orch �p � s = /L v ,�e �� R creation Room Rooms 2nd Floor FIN. B. torch Dormer Breezeway Driveway garage _ Patio O. B. _ Total a tf Z 765-1802 BUILDING DEPT. INSPECTION ] F UNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ) INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL �IMNEY RE RK DATE v SPE O M-1102 BUILDING DEPT. SPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ V RE ��GiC --- DATE G -"SPE 765-1802 BUILDING DEPT. INSPECTIO [ ] FOUND ION IST [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLAC CHIMNEY RE RKS lop- DATE �� INSPECTO 0 M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPL A CHIMN Y /f`--- R ARKS: DATESPECTOR .J 3. M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING FINAL [ ] FIREPLACE A CHIMNEY REMARKS An -17 Z3 DATE �� INSPECTOR w, - ITECNOLOGIES ,R RR PLAMMO CONS' UC[IMSERVICES MAR p o m 13905 M®Rwd,Md=ck. New Yai 11952 611.299.1129 6x:631.296.1128 March 18, 2003 Southold Town Hall Building Department Southold, NY 11971 Re: Proposed Alteration/Addition to Existing McLaughlin Residence 1075 Victoria Drive Southold, NY 11971 Per requirements by New York State Residential Construction Code we certify that the design criteria is done per prescriptive design. All of the load calculations and structural plans comply with all of New York State Construction Code based on (AF&PA) for One-Family Dwelling to the best of our knowledge. If you have any questions please contact our office at 631-298-1129. Th ' f1' ' r time and consideration. r Yom_ _q-z fl21'L1�,r�p l" i` ITECNOLOGIES ARCEI77MUM PLQMM CONSMUMONSRRYICRS 13905 Muo RoVA MAMUN1. Nm Yak 11952 631.296.1129 &x:631298.1128 March 28, 2003 Southold Town Building Department Southold, NY Re: Proposed alteration/addition to existing Mclaughlin residence Southold, New York We certify that the Seismic Design Category is B as per table R301.2(2). We also certify that the bathroom on the first floor has a continuous ceiling height of 8'. The bathroom on the second floor is 70 sq.ft. exterior wall slope is 7' at lowest point for 20 sq.ft.(1'-0") of total sloping up to an 8'-0" ceiling height. If you have any additional questions, please don't hesitate to call our office at 298-1129. Thank you for your time and consideration. yA `n �A 41Prnftj�o4121br�pQ�`e ,,or,f - 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. 29253 Z Date MARCH 28, 2003 Permission is hereby granted to : BARBARA J MCLAUGHLIN SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1075 VICTORIA DR SOUTHOLD County Tax Map No. 473889 Section 078 Block 0009 Lot No. 055 pursuant to application dated JANUARY 26, 2003 and approved by the Building Inspector to expire on SEPTEMBER 2 04 . Fee $ 381 . 60 A orized Signature COPY 2 „,A - 3M `` Permit Number l__.__.I_ -J REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la Data filename:CAMy Documents\REScheck\koch Residence.rck TITLE: MCLAUGHLIN COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric DATE: 06/02/03 DATE OF PLANS: 5.30.03 PROJECT INFORMATION: RENOVATION AND ALTERATION TO EXISTING SINGLE FAMILY ONE STORY DWELLING. PARTIAL DEMOLITION OF EXISTING 1 ST. FLOOR WALLS AND CEILING,ADDITION OF SECOND FLOOR DECK AND CEILING. COMPANY INFORMATION: ARCHITECNOLOGIES 13405 MAIN RD. P.O. BOX 93 MATTITUCK,N.Y. 11952 NOTES: -R-3 SINGLE FAMILY RESIDENCE -HEIGHT-22'-6” FROM GRADE TO RIDGE -AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)WOOD FRAME CONSTRUCTION- -FRAMING PLANS INCLUDED -NAILING AND/OR CONNECTION SCHEDULE INCLUDED ON PLANS -FRAMING AND FASTENING SCHEDULE INCLUDED ON PLANS -MEANS OF EGRESS NOTED ON ELEVATION -PLUMBING RISER DIAGRAM INCLUDED ON PLANS -ENERGY CALCULATIONS ATTACHED COMPLIANCE: Passes Maximum UA= 1033 Your Home UA—988 4.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling I: Flat Ceiling or Scissor Truss 616 38.0 38.0 9 Wall 1: Wood Frame, 16"o.c. 1660 19.0 19.0 53 Window l: REF A-Wood Frame,Double Pane Low-E 16 0.300 5 Window 2: REF B- Wood Frame,Double Pane Low-E 8 0.300 2 Window 3: REF B-Wood Frame,Double Pane Low-E 8 0.300 2 Window 4: REF C-Wood Frame,Double Pane Low-E 10 0.300 3 Window 5: REF C- Wood Frame,Double Pane Low-E 10 0.300 3 Window 6: REF D- Wood Frame,Double Pane Low-E 6 0.300 2 Window 7: REF E-Wood Frame,Double Pane Low-E 15 0.300 5 Window 8: REF F-Wood Frame,Double Pane Low 11 0.300 3 Window 9: REF G-Wood Frame,Double Pane Low-E 10 0.300 3 Floor I: All-Wood Joist/Truss:Over Unconditioned Space 832 19.0 19.0 21 Floor 2: Slab-On-Grade:Unheated 832 0.0 867 Insulation depth: 0.0' Crawl L Solid Concrete or Masonry 120 9.5 9.5 10 Wall height: 5.0' Depth below grade:4.0' Insulation depth: 3.0' Boiler L Other(Except Gas-Fired Steam), 86 AFUE 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(;,Q"ction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting �" q�his/her knowledge,belief,and professional judgment,such plans or specifications are in compli Builder/Designer n Date 1 1 -V 4a- "M' " REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release la DATE: 06/02/03 TITLE: MCLAUGHLIN Bldg. Dept. Use Ceilings: [ ] L Ceiling I: Flat Ceiling or Scissor Truss,R-38.0 cavity +R-38.0 continuous insulation Comments: I Above-Grade Walls: [ ] L Wall l: Wood Frame, 16"o.c., R-19.0 cavity+R-19.0 continuous insulation Comments: Windows: [ ] L Window I: REF A-Wood Frame,Double Pane Low-E,IJ-factor: 0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments: [ ] 2. Window 2: REF B-Wood Frame,Double Pane Low-E, U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?( ] Yes[ ] No Comments: [ ] 3. Window 3: REF B- Wood Frame,Double Pane Low-E, U-factor:0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 4. Window 4: REF C- Wood Frame,Double Pane Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes( ] No Comments: _ [ ] 5. Window 5: REF C - Wood Frame,Double Pane Low-E,U-factor.0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes[ ] No Comments: [ ] 6. Window 6: REF D-Wood Frame,Double Pane Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: # Panes Frame Type _Thermal Break? [ ] Yes [ ]No Comments: [ ] 7. Window 7: REF E-Wood Frame,Double Pane Low-E. U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type _Thermal Break? [ ] Yes [ ] No Comments: [ ] 8. Window 8: REF F-Wood Frame,Double Pane Low, U-factor:0.300 For windows without labeled U-factors,describe features: # Panes Frame Type _Thermal Break? [ ] Yes[ ] No Comments: [ ] 9. Window 9: REF G- Wood Frame,Double Pane Low-E, U-factor: 0.300 For windows without labeled U-factors,describe features: # Panes Frame Type _Thermal Break? [ ] Yes [ ]No Comments: I Floors: [ ] L Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity+R-19.0 continuous insulation Comments: [ ] 2. Floor 2: Slab-On-Grade:Unheated, R-0(uninsulated) Comments: I Crawl Space Walls: [ ] I. Crawl 1: Solid Concrete or Masonry, 5.0'hU4.0'bg/3.0' insul, R-9.5 cavity+R-9.5 continuous insulation Comments: Applies to walls of unventilated crawl spaces. Exterior insulation must have a rigid,opaque, weather-resistant protective covering that covers the exposed(above-grade) insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: [ ] I. Boiler 1: Other(Except Gas-Fired Steam), 86 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints, penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be I)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives), mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: f 1 I Separate electric meters are required for ea ch dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the 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: [ ] 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 on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature( F) Up to t„ Up 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 in Inches by Pipe Sizes Piping System Types Range F 2" Runouts I"and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 LO 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) FIELD INSPECTION REPORT DATk COMMENTS FOUNDATION(IST) of FOUNDATION (2ND) z ROUGH FRAMING& G -3 PLUMBING r - -- cJ 4> INSULATION PER N.Y. , I — STATE ENERGY CODE ._ Iz V U oa r FINAL 2 i ADDITIONAL COMM TS r^ i' Z m (, f V V VS �v c O ZP2 a e TORN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TORN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �( Survey www. northfork.net/Southold/ PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees Examined . 20 Contact: ApprovedZ , '_'0-3 Mail to: DisapprovAac Phone: Expiration , 20 ilding inspector 1-- — — - n APPLICATION FOR BUILDING PERMIT MM 2 8 M Date I ebn,a u a5 , 20C) l INSTRUCTIONS Lft,-This application MUST-laekompletely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on prenuses and in building for necessary inspections. ^ p (Signature of applicant oPhame, if a corporation) 10 7c) VICTu(,c, 1 )r Sooih018 1-1� 'IN11 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OWnec Name of owner of premises '-�Rar Lin. c, S - M c Ln„,�h), n (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 10-75 utc-ror .cv -Dr SOL44 C) House Number Street Hamlet County Tax Map No. 1000 Section rrT 8 Block 9 V ' • 'Lot' Subdivision Filed MaO 6- Lot _ (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal _Demolition Other Work (Description) - 4. Estimated Cost Fee (To be paid on tiling this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear_ Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law. ordinance or regulation. YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises' YES NO 14. Names of Owner of premises Address Phone No. Name of Architect 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 wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide surrey, to scale, with accurate foundation plan and distances to property lines. 17. 1f elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to snake and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work xN ill be performed in the manner set forth in the application tiled therewith. Sworn to before me this day of 20_C3 ✓ -� iwj. k,n Koch) Npiary Public S _nahtre of App icant LYNDA M. BOHN NOTARY PUBLIC,State of New York No.01 B06020932 Qualified In Suffolk County, Term Expires March 8,20 SIVE SURVEY SURVEY OF PROPERTY NO/�T SITUATED AT N eq BAYVIEW, MATTITUCK TOWN OF SOUTHOLD OUNTY,SUFFOLK S.C. AXNo. AP-100 —N78 YORK 55 SCALE 1 " = 20' 0 p INFORMATION TAKEN FROM SURVEY PREPARED MR. JOHN C. EHLERS LAND SURVEYOR DATED 11 06 02 6 °3 S >2or NANor qao NpW THE LOCATIONS OF WELLS AND CESSPOOLS ° 8r0" E pR� p pR Fp SHOWN HERON ARE FROM FIELD OBSERVATIONS �yh p� Sgt_v�Ij AND OR FROM DATA OBTAINED FROM OTHERS. =p Fe oeN TpR�sp� T a,.s m�fu pRi p 2 r? to 2 S\ /, 4 ti N A N p _ pJ //ryry O' y pY IE%IRIINGI ADD yy ROOPOT ABOVDN NO / \ __ 2p0.0 •�/ �J E IXISTING / \ m2 Vl° QUOP IXISIIN B� NG�e ti _ NIXIs NG 'a� i TO RENMAINEPII O SYSTEI I LO ONGPETE9 OP N EOgoOMS ODES NOTCHl1 NCRNGE 0 6 C O w �2F OV >r O , wN'ENC_ r 2 O" Va COVERED PORCH 2CGVEREO PORCH ead QPV SITE DATA RoTyYF F �h2q- QO SCTM # 1000-78-9-55 wq<< rsr.3s 5 Q� �� PROPERTY: 1075 VICTORIA DRIVE BJP SOUTHOLD, NEW YORK JAG `Q� OWNER: BARBARA McLAUGHLIN SITE AREA: 17,344 SF. OR 0.40 ACRES ZONING: R-40 SURVEYOR: JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD,N.Y. 11901 LICENSE # 50202 ,a\\ a; • ••.� J O = LINE OF EXIST. HOUSE 0 = PIPE °P1 ' ❑ = MONUMENT at 0m'd�A911#1 DWG. NO : DWG. NAME: FILE NAME: ISSUED: DESCRIPTION. I T E C _ B_SITE CUR 0'1.27 03 ISSUED TO BLDG. DEPT. FOR REVIEW _ N O L O G I E S A. SITE „ a°2 EXISTING McLAUGHLIN RESIDENCE OS.07 03 RE-ISSUED TO BLDG. DEPT. FOR REVIEW SCALE' SITE PLAN 1 - 20 SOUTHOLD NEW YORK ARCHITECTURE CH05 IT inCTUREMattit NNINw yONS CONSTRUCTION SERVICES 631.298.1129 fax: 631.298.1128 4 C6mPC4 06A Rtu i)i Coy_ �1 TaU1N 4 omce4.- XCEemr'(x1ION 6T IAILwgC0il)wCV1w5'��RL�eEIj GENERAL NOTES : CONSTRUCTION LEGEND : DOOR LEGEND : ELECTRICAL LEGEND : UNDERWRITERSCERTIFICATE - — - _ - - - REQUIRED W cC 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP BD & R-15 HIGH NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND W AND ORDINANCES DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS UNLESS OTHERWISE NOTED. PROV. SCREEN DOOR UNITS FOR ALL EXT. DOORS. REGULATIONS OF THE N Y B.F.U. AND A CERTIFICATE FROM THE N Y B F U IS TO .- ' �.o " . , ."i i j i O z - BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. ■�Yu� I ; I - 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE O INTERIOR CLOSET DOOR- VWX 6'B" SOLID PINE DOOR WITH RAISED PANELING. PROV. /SKM I i E EXISTING INTERIOR PARTITION TO REMAIN. PROV 1 LAYER 1/2" GYP. BD 1 NOTE THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SOLID BRASS HINGES &SCHLAGE HARDWARE a � - BOTH SIDES OF EXISTING WOOD STUDS. CUR. PINE 4" COLONIAL BASE TRIM. NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L TO BE SUPPLIED BY THE a O p E WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. O INTERIOR DOOR- 2'4"X 68" SOLID PINE DOOR WITH RAISED PANELING, PROV. ELECTRICAL CONTRACTOR. NEW EXTERIOR PARTITION-2" X 4"WOOD STUD WALL W/1/2" CDX PLYWD. SOLID BRASS HINGES & SCHLAGE HARDWARE. 8 ' 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NOTE. ALL SWITCHES AND RECEPTACLES TO BE'LUTRON', "DECORA" IN COLOR z Y CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD. O.N.O.. DOWNLIGHT TRIMS TO BE WHITE. NOTI EUI G D A @ p o SHINGLES (PROV 1 COAT BLEACHING OIL`). 1/2" GYP. BD.(SCREWED/TAPED) INTERIOR CLOSET DOOR- 2'4"X 6'B" SOLID PINE DOOR WITH RAISED PANELING. PROV. 766-1882 8 AN TO 4 PH FOR Will U y FROM THE DIMENSIONS SHOWN. CLR PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY) O SOLID BRASS HINGES & SCHLAGE HARDWARE. NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS POLLOWMOINSPEC7MM C 300 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD. 4 INTERIOR CLOSET DOOR- PAIR- 2'6"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. LOCATED IN ELECTRIC PANEL Z ( R ROUFOUNDATION REQUIRED O I p y DRAWINGS UNLESS OTHERWISE NOTED. A S" (SCREWED/TAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE O PROV. SOLID BRASS HINGES & SCHLAGE HARDWARE . DUPLEX ELECTRICAL RECEPTACLE 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND RESIST GYP. BD. (GREEN BD.) FOR ALL BAIrHROOM WALL AND CEILINGS WGH DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, PROV CEMENT WALT_ BD FOR ALL TILE AREAS. INTERIOR DOOR- 2'6"X 6'8" SOLID PINE DOOR WITH RAISED PANELING, PROV. 8. INSULATION / ✓� ,0.', COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE O SOLID BRASS HINGES & SCHLAGE HARDWARE. Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE 4 FINAL. coNernUCT10N MW CODES INTERIOR TWO COATS PAINT- INISH ICO ORS T.B.D. OY OWNER) SATIINNFIN.OAT PRIMER THROUGHOUTD EXTERIOR DOOR- 2'8"X 6'B° SOLID PINE DOOR WITH RAISED PANELING PROV. WALL SWITCH $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH L CONSTRUCTION TORCA " 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO U O N. ALL TRIM SEMI-GLOSS. O $ 3 $a ALL CONSTRUCTION GRACE MEET' SOLID BRASS HINGES &SCHLAGE HARDWARE. CEILING MOUNTED JUNCTION BOX 1-� THIS REQUIRENENTII OF THE NAL @ o THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED }� WALL MOUNTED JUNCTION BOX i O EXTERIOR DOOR- 2'8"X 6'8" FRONT ENTERANCE STYLE TO Je de STATE CONSTRUCTION A ENERGY r71 o v a4 N -' INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT BE DETERMINED BY OWNER RECESSED DOWNUGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL CODES. NOT NESPONSHILE FOR ^ _' 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS PLUMBING LEGEND : EXTERIOR GARAGE DOOR- 9'O"W. X 8'1 STYLE TO BE DETERMINED BY OWNER, EXTERIOR MOUNTED DOWNLIGHT (10OW) 9=0 OR CON91RUMMA PJIM RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE — - -- - - — T�T WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED U Iij E� EXISTING DOOR TO REMAIN. '^JB INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) 8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE • PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED DO NOT PROCEEOWTH DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y C. AND N Y.S. eF FNEW CEILING AN "GROAN" MOON DUN UNIT BOX FOR APP. EQUAL RECESSED EXHAUSIOCCUPANCY OR STARTING ADDITIONAL WORK BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL FRAMING UNTIL SURVEY p ,1�[ - 9. DOUBLE JOISTS ARE BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NECESSARY DRAIN VALVES. F EXT. MOUNTED LIGHT WITH FAN USE IS UNLAWFUL OF FOUNDATION LOCATION PARALLEL TO THE FRAMING, G. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. * PROV. FLOOR DRAIN AND 1 O. GAL. SUMP. WITHOUT CERTIFICATE HAS BEEN APPROVED. F REFER TO CONSTRUCT DRAWINGS FOR SIZES. •so SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE OF OCCUPANCY ° HARD WIRED TO CENTRAL CONTROL BOX 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS.. GRADE OR BETTER. •HB PROVIDE FROST FREE HOSE BIBS. d T NEW TELEPHONE RECEPTACLE 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK PLUMBER CERTIFICATION SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. •S SHOWER HEAD Q c CABLE N RECEPTACLE ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE a v VACUUM OUTLET (PROVIDE NECESSARY ELEC POWER) ON LEAD CONTENT BEFORE PROCEEDING. CERTIFICATE OF OCCUPANCY PLUMBING SOLDER USED IN WATER INSULATION NOTES : ALL WATER PLUMBING RNNEES NEED SUPPL"✓SYSTEM CANNOT W TESTING BEFORE COVERING EXCEED 2116 of 1% LEAD. U Y EXISTING EXTERIOR WALLS: 21X4"WOOD STUD. R-15 HIGH DENSITY INSULATION BY 'CERTANTIEED' OR APPROVAL EQUAL. NEW EXTERIOR WALLS2"1 WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION If copper tubing is used W BY'CERTAINTEED' OR APPROVED EQUAL. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. for em; pi ding shall b Q CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES system;types piping shall be i INSTALLED AS PER N Y S BUILDING CODE of types IL or L only NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE W BASEMENT PERIMITER UNDERWREQUIRED CERTIFICATE z W BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INSTALLED AS PER N.Y S. BUILDING CODE. 7, BATHROOM O" X 7'-4" CONSTRUCTION LEGEND : STUDY -� DINING ROOM J 10'_8„ X 10'-8" 9'-10" X 12'-8" - - - - (EXISTING) 1 8" EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH REF. E 3'-6" DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS TW 2104101 R O.. 3'-0" X 5'-0" (EGRESS-K,AEETS MIN 20" X 24") ® WDOW PANEL de O EXISTING INTERIOR PARTITION TO REMAIN. PROV 1 LAYER V2" GYP BID STORAGE Is A.6 B D BOTH SIDES OF EXISTING WOOD STUDS, CLR PINE 4" COLONIAL BASE TRIM. P 6 NEW EXTERIOR PARTITION- 2"X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD. - ` EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD COVERED PORCH � 4� 4 SPB BB&To � � U SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. BD (SCREWED/TAPED) 11'-4" X 12'-8" / CLR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). NEW INTERIOR PARTITION-2" X 4"WOOD STUD WALL WITH 1/2" GYP. BD. (SCREWED/TAPEO) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE E _ RESIST GYP. B (GREEN BD.) �B FOR ALL BATHROOM WALL AND CEILINGS .I- PROV. CEMENT WALL BD, FOR ALL TILE AREAS. D - / "' INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O.N ONE COAT PRIMER ANDda •BD TWO COATS FINISH (COLORS T.B.D BY OWNER) SATIN FIN THROUGHOUT / - 1 Z U ON ALL TRIM SEMI-GLOSS. � ((( HARDIN/IRED �� 12,_8„ ® SC .��12-1 ( • 0POINT OF LOAD PATH FROM HAt47 RD WIRED — s-- - Q ROOF TO FOUNDATION —j P •HaARD WIRED / ", Q O / \ FLOORING LEG_ END : 6 I� 2' � � 5A.6 - � ®2 W POINT OF LOAD PATH FROM i ' V' _ 0 O HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W.," ., 15L8 FELT ROOF TO FOUNDATION i E ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. - 4'-0" a SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. 12' ® � • ( ,y� EI U CJ SUB FOR TILE AREAS TO BE SCREWED AND GLUED JS HOARD WIRED GFI 4--4` �e SILTING AREA W 7'-O" 7VI EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN \ 3 �1 O I I f l 111 REF POLY (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ® z 0 0 2'-2' 7A. Gl H Ir CERAMIC TILE- "AMERICAN OLEAN"TILE OR APP. EQ. TILE TO BE INSTALLED \ OF 1-)sc,-I GFI ® OVER 1/2" CEMENT BOARD U O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN Q EXISTING CHINMEY ® ® •`.i'e \\ ® ® ® 0 W FLOORING LEGEND : TO REMAIN. a D w C7 ® HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W 15LB. FELT , p 0 (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. 0 Q m SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED SUB FOR TILE AREAS TO BE SCREWED AND GLUED. LIVING ROOM KITCHEN 0 D 1 O'-6" X 16'-10" 8'-2" X I V-10" °W N ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN (EXISTING) (EXISTING) In 0 w REF. POLY. (TYP ALL AREAS) PATCH ALL AREAS AS REQUIRED) N Q CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP. EQ. TILE TO BE INSTALLED ® OVER 1/2" CEMENT BOARD U,O.N. WALL AND FLOOR GROUT TO HAVE � o a U) N O WATERPROOF ADDITIVE MIXED IN N I o I0 FILE NO.: WINDOW LEGEND : KQ1-24-03 _24-03 R -- _ NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE SCALE: UNLESS OTHERWISE NOTED PROPOSED FIRST FLOOR _ 1d,;,1,Iur�luvllaU�eo�'i T/411= Tr0lr NOTE. ALL WINDOWS TO BE ANDERSEN WITH STANDARD ANDERSEN HARDWARE. -- -- COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. TOTAL FLOOR SQ.FT. = 784 SQ.FT. "''��-' o � `�d DWG. NAME (2k�TIN 243z2w 4. S ''L'w PROPOSED 1 - R rwz6az-zw LOOR PLAN 1 TW O 0° TN 244s—zw B9��I W ?am=tvor."o6efipeye DWG NO.: EO T 210410 ®EXISTING WINDOW A I I GENERAL NOTES : FLOORING LEGEND : CONSTRUCTION LEGEND : DOOR LEGEND : ELECTRICAL LEGEND : 5 w 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODESHARDWOOD FLOORING-SELECT WHITE OAK 2 1/4'W , 15LB. FELT., EXISTING EXTERIOR PARTITION TO REMAIN. PROV 1/2" GYP BD. & R-15 HIGH NOTEALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE NOTE. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND v' AND ORDINANCES ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS UNLESS OTHERWISE NOTED, PROV, SCREEN DOOR UNITS FOR ALL EXT. DOORS REGULATIONS OF THE N Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B E.U. IS TO ~� p BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. c �' N 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. INTERIOR CLOSET DOOR- 1'6"X 6'B" SOLID PINE DOOR WITH RAISED PANELING, PROV, OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND SUB FOR TILE AREAS TO BE SCREWED AND GLUED. EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAVER 1/2" GYP. BD. O SOLID BRASS HINGES & SCHLAGE HARDWARE. NOTE' THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE A N m WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. BOTH SIDES OF EXISTING WOOD STUDS CUR PINE 4" COLONIAL BASE TRIM. NOTED ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BYTHE INTERIOR DOOR- 2'4"X 68" SOLID PINE DOOR WITH RAISED PANELING. PROV. ELECTRICAL CONTRACTOR. O H •-i NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" CDX PLYWD 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND ® EXISTING WOOD FLOOR A BE SANDED & REFINISHED W/2 COATS SATIN 2 SOLID BRASS HINGES &SCHLAGE HARDWARE. £ '. EXTERIOR SHEATHING TWEK WRAPPED &TAPED NOTE' ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR 'z CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS REF POLY. (T'P. ALL AREAS) PATCH ALL AREAS AS REQUIRED) ( ), 6" EXPOSURE PERF WD O DOWNLIGHT TRIMS TO BE WHITE N. . c O o FROM THE DIMENSIONS SHOWN SHINGLES (PROV 1 COAT BLEACHING OIL), 1/2" GYP BD (SCREWED/TAPED) 3 INTERIOR CLOSET DOOR- 2'4"X 6'8" SOLID PINE DOOR WITH RAISED PANELING PROV O. v U o CUR. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). SOLID BRASS HINGES & SCHLAGE O HARDWARE NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS CERAMIC TILE - "AMERICAN OLEA.N"TILE OR APP. EQ. TILE TO BE INSTALLED 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUTTO HAVE LOCATED IN ELECTRIC PANEL ` C7 N m DRAWINGS UNLESS OTHERWISE NOTED NEW INTERIOR PARTITION- 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD INTERIOR CLOSET DOOR- PAIR-2'6"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. O Z ti OJ WATERPROOF ADDITIVE MIXED N. (� (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE' PROVIDE MOISTURE 4 PROV. SOLID BRASS HINGES &SCHLAGE HARDWARE. O DUPLEX ELECTRICAL RECEPTACLE S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND RESISPROV GYP CEMENT EMENTD WALL BD.EEN P R AOR ALL LLL TILE AREASBATHROOM WALL AND CEILINGS, 5 INTERIOR DOOR- 2'6"X 6'8" SOLID PINE DOOR WITH RAISED PANELING. PROV I)GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT a a m PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, WINDOW � /I N D O W LEGEND : O SOLID BRASS HINGES & SCHLAGE HARDWARE 1�1 COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE `/ `/ Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE a0.' b CODES. INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND . ., g TWO COATS FINISH (COLORS T B D BY OWNER) SATIN FIN. THROUGHOUT O EXTERIOR DOOR- 2'8"X 68" SOLID PINE DOOR WITH RAISED PANELING. PROV. $ WALL SWITCH $ 3-WAY WALL SWITCH 4-WAY WALL SWITCH a 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO NOTE ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE U.O.N. ALL TRIM SEMI-GLOSS SOLID BRASS HINGES &SCHLAGE HARDWARE � a ^ c m THE WORKWja CEILING MOUNTED JUNCTION BOX 0Je WALL MOUNTED JUNCTION BOX o INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT.THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED UNLESS OTHERWISE NOTED. O7 BE DETERMINED BY OWNEREXTERIOR DOOR- 2'8"X 6-15' RONT ENTERANCE STYLE TO X71 $ U PG N N NOTE. ALL WINDOWS TO BE ANDERSEN WITH STANDARD ANIDERSEN HARDWARE. PLUMBING LEGEND : RECESSED DOWNLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUAL 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. 8 EXTERIOR GARAGE DOOR- 9'O"W. X 8'O"H. STYLE TO BE DETERMINED BY OWNER. OE EXTERIOR MOUNTED DOWNUGHT (10OW) RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. -- - O S. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE © EXISTING DOOR TO REMAIN WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED de INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) 6 TW 2432-2W �P PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.C. AND N Y S NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST > \ STARTING ADDITIONAL WORK. ©TW 2842-2W BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV. ALL eF FAN "GROAN" HEAVY DUTY UNIT OR APP. EQUAL u 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING NECESSARY DRAIN VALVES. ©TW 2446 ('J PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. PROV. FLOOR DRAIN AND 10. GAL. SUMP F EXT. MOUNTED LIGHT WITH FAN , O REFER TO CONSTRUCT DRAWINGS FOR SIZES. D TW 2446-2W F Oso SMOKE DETECTOR/CARBON MONOXIDE DETECTOR' TO BE HARD WIRED TO CENTRAL CONTROL BOX 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR 02 CONS.. GRADE OR BETTEREO TW 210410 *HB PROVIDE FROST FREE HOSE BIBS. d ��\� 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK ®EXISTING WINDOW T NEW TELEPHONE RECEPTACLE il SUCH AS BUT NOT LIMITED TO MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK *S SHOWER HEAD Q c CABLE N RECEPTACLE IN ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE d VACUUM OUTLET (PROVIDE NECESSARY ELEC POWER) PROCEEDING. > INSULATION NOTES : W U �Y EXISTING EXTERIOR WALLS 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION Z LL BY'CERTANTIEED OR APPROVAL EQUAL. NEW EXTERIOR WALLS: 2"X6" WOOD STUD R-19 FOIL FA. HIGH DENSITY INSULATION W BY'CERTAINTEED OR APPROVED EQUAL NEW ROOF' R-30 KRAFT-FA. INSULATION BY'CERTAINTEED' OR APPROVED EQ. Q CRAWL SPACE. R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES 7 INSTALLED AS PER N Y.S. BUILDING CODE co W NEW BASEMENT. R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE Lu Z BASEMENT PERIMITER. /'�� BASEMENT CEILING. R-19 KRAFT-FA INSULATION WITH PROPER WIRE TIES Ir INSTALLED AS PER N.Y S. BUILDING CODE. MASTER BEDROOM Z CONSTRUCTION LEGEND : REF: E 15'-0" X17-0" — - TW 210410 R.0.: 3'-0" (EGRESS MEETS MIN. EXISTING EXTERIOR PARTITION TO REMAIN, PROV 1/2"GYP BD. & R-15 HIGH DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS F - - - - - — � - - - - - — - - - - - - - - - - - - - - - - - - - � �� 2 BEDROOM 2A.6 EXISTING INTERIOR PARTITION TO REMAIN. PROV 1 LAYER 1/2" GYP. BD. - {{g ' BOTH SIDES OF EXISTING WOOD STUDS. CLR PINE 4" COLONIAL BASE TRIM � \ y '''' 11'6" X 15'O" NEW EXTERIOR PARTITION-2" X 4"WOOD STUD WALL W/ 1/2" COX PLYWD.BLE s1+ �� � rrg �i EXTERIOR SHEATHING (T WRAPPED &TAPED), 6" EXPOSURE PERF WD - / O 6'-7" SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP BD.(SCREWED/TAPED) 1 � � CUP. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL (HIGH DENSITY). _ O OSD HARD WIRED / — REF. E f NEW INTERIOR PARTITION-2" X 411 (SCREWED/TAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE - ; _ _ •HARD WIRED _ Js _ _ O — _ _ — — // // (EGRESS-M EETW 210410 ROTS MIN. 0'O" WOOD STUD WALL WITH 1/2" GYP BE. RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. X 24) PROV CEMENT WALL BD. FOR ALL TILE AREAS. 15' INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N ONE COAT PRIMER AND Je TWO COATS FINISH (COLORS T B D. BY OWNER) SATIN FIN. THROUGHOUT / \ / // *SD7A.6 U O N. ALL TRIM SEMI-GLOSS / A\ / / OS HARD WIRED / \ J FLOORING LEGEND : �F _ HARDWOOD FLOORING-SELECT WHITE OAK 21/4"W , 15LB FELT., / \ \ \ B "- \ < L ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED. Q W p SUB FOR TILE AREAS TO BE SCREWED AND GLUED. / F a r^ ®D. EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATINU vJ REF POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) Q —_— —_ CERAMIC TILE- "AMERICAN OLEAN'TILE OR APP. EQ. TILE TO BE INSTALLED OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN. W ¢ ¢ ¢ O ¢ LL a U d ❑ w (� O BATHROOM (� m 7'-10" X 13'-0" In 0 D F w Lu n 0 N N W N ¢ O O � N N PROPOSED SECOND FLOOR FILE NO.: TOTAL FLOOR SQ. FT.= 616 SO.FT. Ko_2GP_CUR 1-23-03 SCALE' 1/4"=10 DWG. NAME: ' PROPOSED SECOND FLOOR PLAN ), `s DWG NO. b +a A. 2 I oy NOTE: GENERAL CONTRACTOR SHALL W w VERIFY THAT THE HEIGHT OF F� z OF THE STRUCTURE SHALL NOT ° EXCEED 35'-0" AS MEASURED BY O � SOUTHOLD TOWN. IF THE HEIGHT AFTER FRAMING THE SECOND FL. MEASURES HIGHER, ADJUST ROOF o PITCH AFTER NOTIFYING THE ARCHITECT a � OF THIS FIELD CONDITION . O `� z EXISTING CHIMNEY TO '" BE EXTENDED. PROV 40 YEAR "GAF"ASPHALT O w ROOF SHINGLES. (TYP. ALL AREAS) +� OVER 15 LB FELT PROV. "WEATHER WATCH" UP 2'-0" OF ROOF EDGE � N III _ 12I�� _ — — I I II I r � '- IIII e' �I P- LI ILr��I�� t_.I L J I1 �_ I��1_ -�r I I L — � I iI LII IY 1J Y� 11 1 , ]T5_ �' �4��L�21 -- - CII IIIIII III L _ W - - - — — - - — -- - _71 0 m � � I� ii _ r� L I � LL �-T -rIL 111 4 L W 0 L ❑YL 1 11 _i tL r� LJI REF: E r7 - �f � __ r - -.I �Iy,JL[ II 1 U_� (E 21041O R.O.. 3�_O��X 5�_O�� L _� I(EGRESS-MEET1rr01Z �r �ulu Ir � �r� — - � �� W n L to a i_ �l W n u— 11 u 1 � r �� r� u � -I _ I�t�� � uLt_Ir aI�Lr, n� _ �u a u �R D rr1 z �_ Iu L�R a o' 1 _ � _2 ' III 11 ��1 � u11111 �')I LII 4 u 11 �I {`!L �11 L u _ z u I- - J Lt J I � I FRONT ELEVATION LEFT SIDE ELEVATION g - - - -- - z Oo J Q 0 12 _ 1 O V.I.F PROV. 40 YEAR "GAF"AS - - - a _ WATCH" UP 2LE5. (TYP ALL AREAS) = J 3'�" ¢ FLFL ROOF SHINGLES. PROV "WEATHER _ .II II _ OVER 15 LB. -0" OF ROOF EDGE. If W J - - �� _ 2ND. FL CEILING 1'+/- ❑ F L _ r W rLi — I ■ ■ YT I L- �� -- PROV. 6" EXPOSURE VINYL CEDAR - W ITILLy '�I _ ]J - IMPR ESSI�P. ALL EXTTWALLS) " OR If _ TJL �� _ �' ¢ O L _ 1111_ I- �L�I f �L� L r_ t,� .L ILII �JL APP. EO. '4i �J H �� I _I�� �f�l IILIIII a IW L L t 2 w 1 L Tln� II I'.I 1 - Jr =1 -- y� _ -� IL 1_ _ _ _— LJ �I _ EF E F ❑ � I- u-� - — _ iW 210410 R.O.: 3'-O"X 5-D" W �IY� t� �,IrJ� _ u �I. 1� — —t2 f � _JL_ µI�I�VI J' 111 J 1�� - _ '-y' J l (EGRESS-MEETS MIN. 20"X24") tJL�, -1- Tr [�� - 3 =V.IF Lr� ISL 23-_A Ql Iyl-�j _II Jll ' I]I _ _ _ TO GRADE m 0 "' IIY 2ND FL. DECK 1'+/- _ J_r� ILL 1 � 111 i _ �' � O o ?� J - L I I u I f_I.I 1 I II I I lu I S I I i� r- w 5 Lo ITS �L� ���� ���'�� �' - - - - - - - - to JLL �IIII IIUIL n_II n IT I1 o o n L . ® LI,II.I rTu IIJ LI II J f� l .l • L - B 1 �Il IL l �I ` `to dj �p m m lInI �I TI _ _ ILII T f ��I T o 0 O L ILJLJI L I_ - ` _V [ J L� 11 I III ILI�� 1 O o 0 L T II II _ O LL __711 III III T J - tOT, il 1A _L�� �I "I N of uY_ L I h� rTJ� �_ L L ���L� �i l IL 1-� 1 ��u17_ I � _ FILE NO : IL tt1 T � ILI ��Z JI [. II II L J LL� 111_ II� ILL _II_I r ILL _ LLJI LIL �_L JALZJ LT- _ ILS Ko_4ELEV_CUR ]111 YL I - - J 1 - - - - -- - - - - 7-09-02 1ST. FL DECK1'+/- SCALE. DWG. NAME: REAR ELEVA7"ION �J~ uw s _ _._ RIGHT SIDE ELEVATION PROPOSED DWG. NO THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT. SH REVISIONS,CHANGES,AND/OR MODIFICATIONS A. SHALE BE ALLOWED WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. PANEL LEGEND ALTERNATIVE FOR OPENING PROTECTION (REFER TO TABLE 1609.1 .4) PANEL SIZE REF TYPE AND # OF SCREWS WOOD STRUCTURAL PANELSWITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'1 U i Wyy/ WIDTH HEIGHT #8 SCREWS @ 16" O C SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS "A" 5'-2"X 4'-8" V1 VERTICAL- 4 HORIZONTAL- 8 SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. u #8 SCREWS @ 16" O.C. ^ Q "B" VERTICAL- 4 HORIZONTAL- 4 2'-8"X 3'-O" (REFER TO SECTION 1609 1 4 ABD 1609 6 5 AND TABLE 1609.1.4) #8 SCREWS @ 16" O.C. O c 3-6 X4-a TABLE 1609. 1 .4 VERTICAL- 4 HORIZONTAL- 6 #8 SCREWS @ 12" O.C. VERTICAL- 8 HORIZONTAL- 10 4'-8" X 4'-8" � � o "E" #8 SCREWS @1211 6'-2" X 4'-8" O C WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS N VERTICAL- 8 HORIZONTAL- 12 ti #8 SCREWS @ 16" O.C. < ti 3'-6" X 4-8" PANEL SPAN < PANEL SPAN < B VERTICAL- 6 HORIZONTAL- 4 FASTENER TYPE � k� 2'-O" SPAN P4N0"L F IE "-O" SPAN < 8'-0" #8 SCREWS @ 12" O C. VERTICAL- B HORIZONTAL- 12 X y 1/2" #6 WOOD SCREWS 16 16 12 9 #B SCREWS @ 16" O.C. I,r) H VERTICAL-6 HORIZONTAL- 4 3'-8" 4'-8" J VERTICAL- 8 @hIORIOZONTAL- 4 3'-B" X 5'-8" 1 1/2" #8 WOOD SCREWS 16 16 16 12 W O N #B SCREWS @ 16" O.C. " o0 5'-8" XI a VERTICAL- 8 HORIZONTAL- 11 U � N #8 SCREWS @ 16" O.C. L VERTICAL- 6 HORIZONTAL- 8 5'-8" X 3'-10" #e SCREWS @ 12" O.C. VERTICAL- 12 HORIZONTAL- 12 EXISTING CHIMNEY BE EXTENDED. LLF 1a "I'I llL1 Il = PROV. 40 YEAR "GAF"ASPHALT -r - IyIy,, - - - _ -' - ' -- - _ ` Jul �TLI�i_'-' - ROOF =fl OVER 5H BGFEIT PROV.LWEATHE)R - -- �1l II- K'�I1 = - -'I1 li_�. _ - - _ - J -I rLD�li— �2 - Q , WATCH" UP 2'-O" OF ROOF EDGE. i_ F L LT� IL IIL L IIIIT J� ly LI I� J � J" I � J -r��4LLLL_ _ J!!• y�4 I - 4rn - _ -- IIII LlT! �L�, IIIn- rII 4[J11 - - - - - TJILLJI pLJ � � � l _Llnl_ u L =JII =_-JI L � 1_Ilu L111- - -111 _ r Ir TII IIT II Q- '� I - _ - IL L� � 11 1 I L - 1 l�[�-T _ I JF91 1] 4 — _- �II L — LU Z L�IT�� L I- ' �`III a I_ + ➢-(� _ I __ - Il T- LTI �L l 41 u Z zIIII11F i111 - �1111r ° „A„ TIi11 - 1!11 - =11 Rwzlo4,oRo . 3,_0x ,_ Y LI r J- 11 L� M1T N 'Irk 111 J r = -111 J = Ir T �L II = -1111 _ JI,I - 5 0 1 71 � T III r lI !- J r IL - (EGRESS-MEETS MIN. 2D"X 24") ILLI Til - _ Lf L - _II T �L _ _ IJP _I'_� -_ �_ I I_ � �s II' -11 Ilr L ILII - _I -1111 - �11� - -1 TIII _u�l II� 1 I _I IIfTLLT L =_ = IJ7fL �Lu _ �IT L = = -he T L - - 11 0 1 F ¶ O L — — J - - II — L I L - - JL - - J V L T T L n 1L n L 1 L -`-t J II LII u ono an_ ullrl 4 �T� LI r 01 t u1 LI T 41i LN1 TIIF L �L a �L _I 2 41i � _ 11d r 4 1. - 0 FRONT ELEVATION LEFT SIDE ELEVATION - - - z 00 < o z Wo IL 12 d -1 - — - -- — — - - - -- - - - - - - _ PROV. 40 YEAR "GAF"ASPHALT(TYP. - O R _ _ _ - _ _ ' L ROOF SHINGLES ALL AREAS) - 3' 3" OVER 15 LB. FELT. PROV. "WEATHE T ` WATCH" UP 2'-O" OF ROOF EDGE. TJ ILL - y 15L IL K" �Tl Ill _ CI IF 1L= = II ¢ o FROM 6'IMPRESSIONS EXPOSURE VINYL CEDAR I_ )I LL�I O _ _ 41 F - -I IIS — —III I� — X11 TL - ) - - - _ APP. ES ONS ALL EXT. OR J TPI �L ILJ�T LI III IIIIT — — III T e W W L I! II T TL C II - PIIJ SII L - JLC _ _ _IIIIT II_ _ IIL _= 1 - Ll_ a IIL = - 111 - = -111 0 o rT I�III-II 11 J11 111 EF m ILL_ ILII T L _ _�_T LI - TLJI T _ SIJ _ tt L_ 1 - _- . J � .�L -_ _.. _ I_ iLh __,u I_ ) L� BILI I� (EGRESS-MEETS MI X 0l X 0 I I T I�_ � 12 YL � � pJ 1 � � DLII- LJ TuFyr� -- - - _ -- _ __ � I`LL -f�iGLL 1 1 , - - - - - xza") m 0 II - J T - __ f . �J �,,J MIN 20 n _ _ LT T III II II i�J 23,_0" � O _ L T 3' -V LF - III TO GRADE D _ �uS� _ - - IL 2ND. FL. DECK 1'+ - W N T L L D - - L 4 IIL � L I I �'� ' I- '� _ 4 �L�, _I u - �111I - - 1 L n T I L� 11f _E ! 1�1 � LT lural_f H, I LII „ =TII;-,E-- - _ t11 _ TJIL N ¢ � I 1 ILL I 4 II- � -LYIII li I -- 11 TI L I--- L_ II - - n h_ L = = LII ❑11 Ell T 7 I- -- -I - - - - 11� - - -11 LIT I� 1 O o 0 If Ir - - - JL L r - - - J r L L � II-T c _ - _ JILL _ __ JILL - _ JILL - - J _ L _p T W N - r �� 1-10 -� III � - I� - = I II 4 T IL - - JI -D r - - -1111- - - 777_ L - 41� T Ir -FI - - -III - - -Illi - - 71 = - - -I II n T LL — L l I17 - - - - N C] C 0 �I T II I T �l � 'LI_ L Il - - - ` IT C T 11- - - JI e' N I� -` - -11i1-- -- - -1111- - - � I III o 0 LII n' T IIP _ u d - - JI I_ LL_ -=1ILL-__=JIIl ==JN -_ ti11 T L III -- - L u_ FILE NO.: Y T�� _ L l �IJ TLI � 1 Ko_PANEL Lr _I � � r T 0318.03 F II I I I� I_ u— LI II_ ��IIL7IL� 1-III TI��� TTT I L� �LI TrI T r11- SCALE: I � � � n tl- I II LII iT II a II T 1 TS 1 T� L� L u 1 LI TI p T �J LJLT(LI[_ I III�ILI ' L 1'� � � 1 1- _' �Il r �� _CT_ �Q I II 7 �TT7 if _ Tf � L� _I - III f_I f�i� I_ �Il�f fT L1LT�I-I �T� IL- l - JLJ LI II L7]' LTf II - - - - - - - - 7/4"= 1 '0" L� Il T � _tl I 1 LJ 1ST. FL. DECK y I+/- yyyyyeetltlale.eeuve/% r _ r -(I� /rr DWG. NAME. �G PANEL 'y A `' -SCHEDULE REAR ELEVATION RIGHT SIDE ELEVATION ��°��„ ��q3 'ongr,�•aovpM,1 DWG. NO.: THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISIONS,CHANGES,AND/OR MODIFICATIONS SHALL BE ABYTHEARCHITO CTDANYR PRODUCTONOUT WRITTEN LINHP RR RATION A. 4- 1 OR WHOLE IS STRICTLY PROHIBITED BY LAW. D6 wa - A.6 �a p L_I DBL 2" X 10" F.J. UNDER DBL. 2" X 10" F J UNDER ALL F.J. TO BE SISTERED INTO 1 - 1r-e" �1— —_--_6.4—, -10 _6" @_ -_► �� IIIIII,Iu IIIIII IuIhI aXN J0@11uI1I111 I . -LuIL I -.IIII LLxJp�IIlIlIII I �uILI IuIII_"dIIIIm IIIII LIII—IuIIIILIII II_ IuLII I J�ulIILI Il�SIILluIlII�I_IIHIIIIIuIIIIIIIIIIIIIII I —u Iu 1 IIpIIIIIIIIII_ _�IIIIIIIIIIIIIII�I -a_o\I�IfIIleIII Il Sr•PlIlIlIAIIIIIIlIlI�I IIlIIIIIlIII I R_ALaIIII_L_E. LL11I1FI_PARTITIONS, ARTITIONS.I LLornqpi`IIlluILllI I uIII I -—IuIILl I LLiv U@11u1I1I11I1 I=EXISTING XISTING F.J.PARALLELL PARTITIONS DiO D11 A.6 A 6 2" X 10" BOX BEAM AROUND STAIR 1z' —� I IILI -IIIII I__—LI1I II1-oN00U°`�IIlI1I1IIl II NLLti�1IlIIl1II I IIII �IIII IIII �IIII NNoX XgO,`0111III1111l1III 1 IIIIIIIPIII I1IIi1II1lII I-l 'IIIjILIII�I_-1 VIYIIIVIIIIIIIIiI---- III-- J--l�'-III �JIIIrIII1I�1f1 xNLL�q-_;U,6 CII IIIIIIIIIlI II l_e�y_1III1I II 1_0—1II1LII L_—ILI I II xN�-p���IllIl l II=_uWiI—11I1Il _II�I I __ I�IIIIIIII III � .y� z 11 11 11 11 11 11 11 11 11 XRIMJOISTNBAR ING PI IIv � ACORCONCRTEOC - - - - - - -- - — — —DBL. 160X�iX1G oFBEAM R PS0 NOTE: STAI . U PLATE ON CONC6O.0 (AOVE N IIIII IIlx 1USE SSP CONNE11 11 11 CTORTOCCA RETE II III II ldpll III II I- �LLSII PRov. 3 - z" x1o"jI FLUSH GIRDER z" x 1011FLUSH GIRDS PROV. s 11 _T { ' II 11 III@IaX5'-10" 5' I—] _TF_ IMIl II -7 T o A.6 2"X eDECKING L _ILJI_ � _ _ L _I IJJUI_I� �I1I _ILJ _ L _I @6" O.C.(ABOVE 7 7 -1771— T - 7 FF-I ;,TITF7 7 -T -17 Ir -I _7I 7 T -Ir —il- -T IF II II 111 I 1 II II III 11'ull II II II 11X11LL6010oLLLoLLpqpololl 011 II A6III 1 11 11 11 11 lr 2 — U 5 _ � r4�4" coil II 11 111 11111 ll II I II 1— x - b000NXHlXXI XX � =1=41 11 11 1 �I rL U Y T N SII II II II II II II II II II III II II ;II. II 111 II II II II II II II II II II II II II II III DBL 2" X 1 O" BEAM AT INTERSECTION O II Il Il 11 11 11 II lI 11 11111 11 11 II II II 11 11 III -11 — Il — Ir Il —11 �r — Il II III BETWEEN ROOVES. I I LLI— —1� — 1�[—JP=1L=1L—ill=JfJ�I�1�11 _ 1L_T IlL _II=�1��L _IL�IL JI=JP_1L_!L _11—J�J��1L=1,�-1,L_�I_ I 11 11 Il ll 11 Il 11 11 Il 111 11 11 11 11 11 II II 111' Il 11 lI 11 11 lI 11 II I-u III II II Q LL X11={ �= _IIS=J9 _�_ �L��LI _ _ - LuJ W GEL 2" X 10" F J.UNDER DBL. 2" X 10" F.J UNDER W 2" X 10" RIM JOIST PARALLEL PARTITIONS. PARALLEL PARTITIONS. Q Z PROPOSED SECOND FLOOR DECKING = PROPOSED FIRST FLOCI R DECKING - - D2 0 A.6 F- -2" :X 10" RIM JOIST NOTE: O _ T T ��TT USE CONT P OF 1 N STRAP FROM 2ND FL. r II II T II II II II �EZ=4 ZO�JE I1 II T II II T �I II II II II IIII '� STUD TO TOP OF 1ST FL STUD. O 1TT�TT �T � i �O ¢ C1 ¢O NOTE' II 0 0 PROV. MTS 12 SIMPSON TIES io QQ ''I "��" Ali yqy ,p TO ALL RAFTERS TO TOP PLATE. LU R�IIpGE� BEAM I IIN c� RIIIIJG E� BE�IvI IIN � I— 2" X 10" RIM JOIST Z DBL 2" X 1 O" RIDGE {� ��' __ ¶_� T� �p ¶� 0 - O BEAM I SII ��� �� -�f III — a O N ,yy3 = II IIII I__II I __II II PRq[SSIy F iIONH II �L ILII I ILII SLI � BEAMA�U�OX, - � � N Q 1 111111 L�L — — — —II —IIII —\ — II_ _ — STAIR. O II Z�E �V T T II IIII —71 �U �U �� _ � �J IIS �L�� /TFJSU� - � - II- �-WII II II II IIS°II II 11 1 II°°II II 1 - '� SII _ 1 II 6 InI r6 II- pll = III- til X r II X I 11l II ,II II lr �ll III yrr \ �L L o� h¢ p d0 W p0 ���� — 111= d N � � r' - �� N NV (V lI Up X � Q Q UII o O VIII I'' Y/� ��LT 1=,III �L , IIII= ��LT INi �( Q VIII I DBL 2" X 1 O" BEAM IIII III IIIc N SII f{ 0 11 II II c iI I II II W IN�'/ —III II I RE95U ZONE II — III— — ��N N _ LL (V � N � IIII . 2"X10" R.R. � 2"X 1O" R.R. Q ' � � � 1 �I II JW II L II —J L II —J L II �d �' D III - III 'I 111 �11= �_1s" o.c. 0 IIII T IIII T II I 7 II -7 IF II -7 I o ILII 1 IIII I!IIi� I ;II I�� -- z"X,O" R.R. z„X10" R.R — XIII II 11 II II Il� H II 1111 III _@16"O.C. I� � — � @16�' OC N � UU I �U �� � ���—IIII dd X � III 0 _ SII II iI II II III= a II II I�°II II II III II°°II VIII II II II��II II II II IIS°II II II II IIN `II D I L_I'—T—_IL i1-1—_IL�T _ L—Ti=7�._IL JL�I Tr it DBL 2"X 1O" BEAM — — X X IO vJ �_I� II IIII T all I�II _T ISI SII IIII � ol�ll 7 IIII 7 II�I( T � 'I� II" SII II II ° II" SII VIII III IIX iI II I III II" °II II II II II II�D co RSU E ZNE � ; -= I �PR ISS��E N� IIII — 111111 � � I FILE NO.: ��LL J I II II KO_5FFP_CUR L I I JL 1� �� —1� J 02.21.03 11� IF JII - _ - _ _ - SII=�I IIJI SCALE: = III DBL. 2" X 10" FJ.UNPARTITIONS. DBL L X 10”PARTITIONS.DER /411— y 101; PARALLEL PARTITIONS. PARALLEL PARTITIONS. DWG NAME: PROPOSED FRAMING PLAN PRIOPOSED ATTIC DECKING j' � 1UO, PROPOSED ROOFINGS PLAN `. �K�Qgl; J DWG NG . gip uOey y 'a K 7 0 i E A. 5- 1 P GENERAL NOTES : CLIMATE AND GEORGRAPHIC DESIGN CRITERIA R-3 SINGLE FAMILY RESIDENCE 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AND ORDINANCES OCCUPANCY & HT. CLASSIFICATIONS TABLE 301 2 (RESIDENTIAL CODE OF NEW YORK) 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE MIN. REQUIRED PROPOSED W USE MIN REQUIRED PROPOSED u SLOPE HT./FURED HT. SLOPE HT/FU RED HT. ^ I' OZ OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD KITCHEN 50 SO.FT. 112 SOFT N/R T6" N/R gp � ' 1 lip WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS SNOW DESIGN DESIGN U ICE SHIELD NT U7 LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMP REQUIRED HAZARD SITTING 70 SO.FT. 110 SO FT. N/R 7'6" N/R U N U7 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND DEPTH CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS 8'0" ni BEDROOM 70 SOFT. ,$0 SQ FT. N/R T6" N/R FROM THE DIMENSIONS SHOWN LOAD BEARING $O � z VALUE OF DINNING 70 SQ FT. 126 SQ.FT N/R 7'6" N/R F -k 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE EXPOSURE CATEGORY B SOIL 3,000 PSF BO � QU �MODERATE TO SLIGHTLY TO MAP # 36103C0166 G LIVING RM 70 SQ.FT. 130 SO FT. N/R T6" N/R 01 i DRAWINGS UNLESS OTHERWISE NOTED. 45 PSF 120 MPH "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 118 = 11' YES 8'0" p 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND EFFECTIVE DATE BASEMENT N/R N/R N/R 6'8" N/R PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, USE-l6" MAY 4TH 1998 e'D" 3 CJ z ti o COLLAPSE, DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE BATHROOM t N/R N/R N/R T6" N/R gip^ O N ,w CODES BATHROOM 2 N/R N/R 6'0" T6" TO" 8'O" Z a N t14 jJ 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO MASTER BED 70 SO. 240 SQ.FT 5'O" T6" 7'0" T6" 3 P, THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS SHALL INITIATE ALL REQUIRED g O] INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U.O.N. . THIS SECTION OF 0 s 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS - - - - - _ _ _ _ _ _ jl STRUCTURE TO 3 04N - - - - - - - - - - RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE FI STRUCTURE DESIGN CRITERIA .. m 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE REF. TABLE R301 ,2(2) p DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TOu y. m STARTING ADDITIONAL WORK. THIS SECTION OF AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) THIS TO WOOD FRAME CONSTRUCTIONI EMS 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING EX. C.J. TO REMAIN 1 BE REMOVED. ZONE ROOF > 30"- 40' X 1.53 ROOF > 30" - 40' X 1.53 WIND SPEED PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. f NEW JOISTS WILL BE EXISTING C.J. J U REFER TO CONSTRUCTION DRAWINGS FOR SIZES. III 3 23.7 36.3 -30.3 -46.4 120 M/HR \ SISTERED AND ALIGNED TO BE REMOVED 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST GRADE OR BETTER. WITH EXISTING. J zm h ® UI 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK THIS SECTION OF � �I SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. STRUCTURE TO _ _� _ ��� I :�c� Y ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE BE REMOVED IPC � _ PROCEEDING. �T - - - M DRAWING LIST: DEMOLITION NOTES : L - - - - - - - - - - - - - - A.SITE SITE PLAN 1 THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL ASREQUIRED TO EXISTING C.J.& R.R. I A•0 FOUNDATION/DEMOLITION COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON THE /"� III W DEMOLITION PLAN (S). TO BE REMOVED III A. 1 FIRST FLOOR PLAN U nI A.2 SECOND FLOOR PLAN 2. THE CONTRACTOR SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDING EX C.J. TO REMAIN TEMPORARY PROTECTION AS REQUIRED EVERY PRECAUTION SHALL BE TAKEN AS ///��� r - A,4 BUILDING ELEVATIONS TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING. I NEW JOISTS WILL BE W 11 slsTeaEDANDnuGNEo � A.4-1 WOOD PANEL SCHEDULE Q 0 3. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WITH EXISTING -� REMOVE EXISTING DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED. EXISTING FOUNDJI III WINDOW. A.5-1 BUILDING FRAMING PLAN - WALL TOREMAIN A.5-2 ENERGY CALCULATIONS/SECTION C/) DEMOLITION LEGEND : A.5-2a NAILING SCHEDULE W w -TF= _ _ = = _�J A.6 CONSTRUCTION DETAILS Z EXISTING PARTITION TO BE REMOVED Z EXISTING PARTITION TO REMAIN EXISTING DOOR REMOVE EXISTING EXISTING BLOCK CONTRACTOR'S NOTE WINDOW PROV. TEMPORARY FOUNDATION BASE TO BE REPLACED. SUPPORT. TO BE REMOVED. EX EXISTING WINDOW TO REMAIN. - - EX EXISTING DOOR TO REMAIN. AFTER THE REMOVAL OF INTERIOR PARTITIONS, - - - - - - THE CONTRACTOR MUST INSPECT AND NOTIFY ee EXISTING WINDOW TO BE REMOVED - _ -- THE ARCHITECT OF THE ORIENTATION OF ER EXISTING DOOR TO BE REMOVED L - - - - - - CEILING JOISTS AT THAT POINT THE ARCHITECT WILL DETERMINE IF FLUSH HEADERS WILL C NEED TO BE INSTALLED OR IF ANY OTHER FOUNDATIONNOTES : TYPE OF STRUCTURAL MEMBER WILL NEED V U 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO DEMOLITION PLAN TO BE USED. - INSPECTION AND VERIFICATION. - - NOTE: 2, ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL, NO FOOTING SHALL PROV 2 VENTILATION OPENINGS O BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING. COVERED WITH A CORROISON STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. EXISTING BILCO DOOR RESISTANT WIRE MESH, WITH L BASEMENT ENTERANCE. THE LEAST DIMENSION NOT r 3 ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A EXCEEDING 1/8", MAXIMUM SPACING OF 4'-0" ON CENTER. Z 4. ALL CONCRETE TO BE 1'2'3 MIX, 2500 HE. CAPACITY UNLESS OTHERWISE NOTED 0 0 OR SPECIFIED. EXIST. CONC. BLOCK J 5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE FOUNDATION TO REMAIN. O ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID INTERIOR ENVIRONMENT WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO -12 0 - - - EXIST. GOINFOUNDATION BLOCK Y -I- 9'-5" COURSES DOWN. SEE NOTE 3 ABOVE. FOUNDATION TO REMAIN. VENT SECTION 1202.4. 1 & 1204. 1 I- 6. PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL . - .� NET GLAZED OPENABLE PERIMETER SILLS. F - - - - - - -- - - - -- -- - - -- --- - - - - - - - � :,J USE LIGHTING/SQ.FT. AREA % VENTILATION/SO FT AREA % Z W 6-4 - 5'-B" CONTRACTOR TO PROM. SSP TO CCN TIE KITCHEN 112 SO.FT 60 % 112 SQ FT 30 % d 0 PROVIDE 3 # 5 � 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PROV. PLATFORM FROM STUD TO CCA PLATE I PRESSURE TREATED. - - TIE RODS. +, ON TOP OF CONC. BLOCK SITTING 110 SO.FT. 60 % 130 SQ,FT. 30 % _ 16'-8" � JE • PROV OPEN RISER 4' CRAWL SPACE +' (NP. ALL) N STAIR RAIL TO BASEMENT. . STUDY '114 SQ FT. 20 % 114 SQ FT 10 % Q ELECTRICAL LEGEND : _ - _ - a � DINNING 26 Sq FT 30% M240SQFr SO.FT. 7 % rr-- _ - 5'-y O" J 10'-B" TO REMAIN % mO y" CRAWL SPACE 200 SQ FT N/A SO. (2)y'-p� EXIST. FJ 10'-D" W LIVING RM 130 SQ FT. 30% SQ. 7 02 NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES ANDILL 5'-O" _ VENTS 2 tt REGULATIONS OF TEH N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO " " PROV. GIRDER N BATHROOM 1 44 SQ FT. 20 % . 1 O % ¢ 0 O BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. _ - 9A.6 yy�_g�. POCKET I ,)° BEDROOM 180 SQ FT. 25V . 13 % S L L 1 ' 1 PROV. (2) 1 3/4" X t 1 7/8" 4'-4" O F H NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE FLUSH MICROLAM a/\ P r^'.• BATHROOM 2 70 SQ.FT 18 % 1B % a d d NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE I W W ELECTRICAL CONTRACTOR. III „ �' Q} •.;;� MASTER BED 240 SO.FT 22 % 11 % d D D NOTE' ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR 5'-10" "-,O" ..#., ', \ - T f-•„ "'� 22- O D D e e 4 U.O.N. DOWNUGHTTRIMS TO BE WHITE. \ / POINT F LOAD.PATH FRO DUPLEX ELECTRICAL RECEPTACLE ROOFOFOUNDATION_ 0 O a r 4„ BURIED IN FOOTING. P. CONC. FTG (TDP,) PROV. 3'INSULATED ACCESS .+ W O 7 e 4 4" DIA. STRUCT. STL COL. 10-0 PANEL '-6"X 3'- O] 030 DUPLEX SEPARATE CIRCUIT RECEPTACLE . PROV. WALL SWITCH $ 3-WAY WALL SWITCH g._4.. 4,_ ROY. 2' X 2'X 1' D. W N W O 10'-6"(TYPICAL ALL AREAS) o U> VENT -' 'I 0 2 in CEILING MOUNTED JUNCTION BOX -t0'-e"� r �0 4" P. GONG, SLAB ION COMP X r¢] FILL WITH W W M 6i X 6 REINF I D O o O PROV. 200 AMP SERVICE N �Q (TY P ALL BASEMENT AREA) '; 7 iri Z) N O N 3.ILER LOCATION T.B.D. iso SMOKE DETECTOR/CARBON MONOXIDE DETECTOR. ( l PROVIDE 3 # 5 I I I N o 0 0 TO BE HARDWIRED TO CENTRAL LOCATION. 7L -' EXISTING HEATING EXISTING 6'-6" H. r, _ -_ UNIT TO REMAIN. BASEMENT TO REMAIN. TIE RODS. FILE NO.: - - - -_ e" GONG. BLOCK -,- - - . WALL W/2'_0�,X 1._p" D. 7-09-02 CONSTRUCTION LEGEND : L' - - - - - - - - - - - - -- - -- - -- - - - - - FOOTING (T1'P. ALL) SCAL 9, 5„ PROV W.W.M. IN WVALL EXIST. BLOCK FOUNDATION ALIGN TOP OF „ ,• 1/4"_1 '0" EXISTING PARTITION TO REMAIN. TO REMAIN. FOUNDATION WALL DWG. NAME: NEW INTERIOR PARTITION- 2' X 4" WOOD STUD WALL WITH 1/2" GYP. BD. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE. PROVIDE MOISTURE ' ,� RESIST GYP. BD D. (GREEN B .) FOR ALL BATHROOM WALUCEI LINGS & DEMOLITION '�fiD�. ) e(A¢4 t .- BASEMENT WALLS PROV. CEMENT WALL BD FOR ALL TILE AREAS. AND EXISTINGTE REMAINFOUNDATION STOOP TO REMAIN. rr�`E,•," �;Po0 �21S,. 1�`1`'>`` PLAN FOUNDATION LEGEND : �)1j�•'r ��i q'�pN,�l�� y DWG. NO NEW 8" FOOTINGS. DERTOO DRAWING A.3FOR HEIGHTS. UD WITH 1'6"X 10" DEEP REFA. 0 4" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M. ON CLEAN FOUNDATION PLAN & DEM O COMPACTED FILL. - _ --- - - HEATING & COOLING PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS NOTE: E GENERAL NOTES: CRITERIA ZONE 11 B z o WINDOW AREA 30/o OF GROSS EXTERIOR WALL AREA OVER OUTSIDE AIR. GENERAL CONTRACTOR SHALL VERIFY I FAMILY DETACHED DWELLING DETACHED ONE FAMILY WALLS INSULLATION THAT THE HEIGHT OF THE STRUCTURE r 0 MODE : HEATING OR COOLING 074 HEATING MAXIMUM MAXIMUM DESCRIPTION R-VALUE U - FACTOR XAREA = UA GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE DOES NOT EXCEED THE MAXIMUM u ZONE HEATING DAYS ,6750 ROOF CEILING 0031 DEGREEE DAYS U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALLR-VALUE CEILING R-38 0.31 616 SQ FT 190 HEIGHT OF TOWN REQUIREMENTS AFTER rJ COINCIDENT WET-BULB TEMP = 74 INTERIOR FLOOR R-21 0.31 1,400 SQ.FT 434 SUMMER DESIGN DRY- BULB TEMP = 83 UNHEATED SLAB ON GRADE 45 ZONE IIB FRAMING THE SECOND FL. AND RIDGE 045 R-38 R-I8 R-19 R-10 R-9,2 FT R-19 �/. WINTER DESIGN DRY-BULB TEMP = 11 ggSEMENT WALL a,b, 0.1 5750 EXTERIOR WALLS R-79 031 1.660 SQ FT. 574 IF MEASURES HIGHER, ADJUST ROOFao 0 0 CEILINGS. TOTAL AREA 616 SQ FT. PITCH AFTER NOTIFYING THE ARCHITECT � � � N CRAWL SPACE WALL 0.06 GLAZING UFACTOR = 0.45 OF THIS FIELD CONDITION. O '< z - CEILING R VALUE = R-38 a oo m EXTERIOR WALL RVALUE = R-13 CLIMATE-SPECIFIC REQUIRED & PROPOSED WALLS, WINDOWS AND DOORS 2N FLOOR R VALUE = R-19 Z a � NOTEPROPOSED MINIMUM NOTES: INSULLATION -ALL DECKS MORE THAN 30" ABOVE GRADE a DESCRIPTION DESCRIPTION q-VALUE U - FACTOR XAREA = UA WIND R-VALUE R-VALUE 9 `� TOTAL WALL SQ.FT. = SQ.FT. OR WALKING SURFACE BELOW SHALL BE TOTAL WINDOWW 344 S SQ.FT. = 344 SQ FT. PROVIDED WITH A MINIMUM 36"HIGH GUARD WALL R-19 Uo=0.14 7,660 SOFT 23a 3 0 0 WALL TYPE 1 8" CONC. BLOCK R - 10 R - 10 8" BLOCK WALL ON TOP OF A CONT FOOTING TOTAL DOOR GLASS AREA = 10 SQ.FT. - PROV, 4" MAX SPHERE PASSAGEN v- WINDOW R= .3/SQ FT 035 344 SQ.FT. 120 FENESTRATION AREA = 344/ 1,660 X 100 = 27 WWR WALL TYPE 4 2"X41`'W D STUD R - 13 R - 13 2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD. - TOTAL SQ.FT.AREA = 1,400 SQ FT DOOR N/A 0.35 42 SQ FT 14 "i �y o m o MINIMUM EQUIPMENT ROOF TYPE ASPHALT TUD R - 19 R - 13 ALTIMWOOD TIMBERLINE I WALL ROOF XNG E. U NN WALL TYPE 3 2'X6" PLY SHINGLE SLINDING GLASS DOOR N/A N/A N/A c HALT R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE. �I FLOOR TYPE 1 2"X 10" CCA R - 19 R - 19 2" X 10" CCA DECKING UI PERFORMANCE M� FLOOR TYPE 2. 2"X10" F.J. R - 79 R - 19 2"x 1011 FLOOR JOIST @1s" O.0. FLOORS AND FOUNDATIONS . Q MINIMUM ROOF FRAMING 2. 2"X 10" R R R - 9,2 R - 9,2 2"X 70" ROOF RAFTERS @ 16" ON CENTER lam\ ~ EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE FLOOR OVER INSULLATION INSULLATION U-FACTOR OR AREA OR % f-1 SLAB 4" P KONG. R - 9,2 R - 9,2 4" P.CONC,SLAB ON COMP. FILL W/W W M 6 X 6 REINF. UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA 11 OIL-FIRED STEAM AND DOE 70 CFR PART 430 DESCRIPTIONa � Li } HOT WATER BOILERS AFUE 80% SUBPART B, APPENDIX N. t d BASEMENT WALL 6' R= 19 0.56 142 LIN FT. 80 \;, `� Ll < 300,000 BTU/H UNHEATED SLAB 2" R= 4.5 N/A 984 SQ.FT. N/A zl TOTAL PROPOSED UA 80 O W Y GENERAL FLOOR PLAN NOTES NAILING SCHEDULE z y- 2 yy 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST &PAPER ASSOCIATION W LL 2 ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING. CONNECTION FASTENING SPACING Q O TAPE, FLOAT, AND SAND (3 COSTS). NO. COMMON _ } 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAILED)@l6" O.0 3 8d PER RAFTER AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING MANUFACTURED LUMBER E 2 CEILING JOIST TO TOP PLATOE-NAILED) 3 ed PER JOIST v, REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD (T W W 4 ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.7) EACH LAP �Y z RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL. LL 4 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (SEE TABLE 3.7) EACH LAP Z GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.4) PER LIE 6 BLOCKING TO RAFTER (TOE-NAILED) 2-81D EACH END CONT. RIDGE & HIP VENT BY"COBRA" 1. ALL WALLS, 2"X4"AND 211X61, TO BE STUD GRADE OF BETTER 16" O/C. ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END OR APP. EQ. (FYP. ALL AREAS) TO BE #2 DOUGLAS FIR OR BETTER. BRICK CHIMNEY TO BE EXTENDED. rR' 1 2 ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 8 TOP PLATE '70 TOP PLATE (FACE-NAILED) 2-16D PER FOOT MATCH TO EXISTING V 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION 9 TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-16D JOINTS-EACH SIDE 2" X t2" CONT RIDGE BEAM_ UNLESS OTHERWISE SPECIFIED. 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O.C. PROV. 5/8" CDX PLYWOOD 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF &-0" O/C FOR ALL DIMENSIONAL ROOF SHEATHING (fYP LUMBER FLOOR JOISTS. 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O.C. ALONG EDGES ALL ROOF AREAS ) PROV. 5. FLOOR CONSTRUCTION: 3/4"TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 X 4 STUD ROOFFSHEATHING. CDX PLYWOOD APPLIED OVER SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS 2• REATHING. (TYP U ALL ROOF AREAS.) 6 ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X70" UNLESS OTHERWISE SPECIFIED t3 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST @ ,�„ O G +70 ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 2"X B" HDR. ABOVE 2,X10 Ff- 99 PROV. 40 YEAR "GAF"ASPHALT 7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS 14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-I60 PER JOIST WINDOWS �7@ ROOF SHINGLES. (TYP ALL AREAS) O 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. 3-1/2" X 11-7/8" FLUSH 2"X 10" C.J @ O OVER 75 LB FELT. PROV. "WEATHER 9 ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END MICROLAM BFAIM 16" O.C. R WATCH" UP 2'-O" OF ROOF EDGE. 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR 16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 7/16" OSB PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS 7 17 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK L 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 1/2" GYP. BE. ALL EXPOSED/ 18 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D EACH JOIST DISTURBED SURFACES PROVIDE 6" CONT ALUM. GUTTERS 0 AT ALL ROOF EDGES LEADER PER JOIST LOCATIONS T.B.D PROV. CONT 79 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 0 GENERAL ELEVATION NOTES ALUM DRIP EDGE. (TYP. ALL AREAS) 1. EXTERIOR , PROJECTIONS ABE CORRECTLY ND PENETRATIONS AS REQUIRED AT ALL BCONNECTIONS BETWEEN ROOFS, WALLS, BAND JOISTS TO JOIST (END-NAILED) ) 3-16D PER JOIST ) 2" X 10" F.J. @ 16" O.C.. 2"X 70" F/� @ 76 ODCSUB. FL E EXTERIOR INSUL BD UNDER O 20 PPROVED 27 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED 2-I6D PER FOOT 22 STRUCTURAL PANELS 8D (SEE TABLE 3 8 XTERIOR SIDING ( ) ALL PRACTICES 3-7/2 X 11-7/8 FLUSH IDR SIDES) III I- 2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. 23 DIAGONAL E30ARD SHEATHING MICROLAM BEAM DBL. 2" X 10" BOX BEAM I- 3 PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. V X 6" OR 1"X e" 2-8D PER SUPPORT AROUND STAIR PROV. 2`X TO" RIM JOIST ZO 0 V X 10" OR WIDER 3-8D PER SUPPORT d y� 2 Q GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD W 25 STRUCTURAL PANELS 8D (SEE TABLE 3.8) PROV"AZEK"TRIM W/ 1"VENTED SLOT W (SCREENED). TYP. ALL ROOF AREAS D 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS SAFETY REQUIREMENTS 2 2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE/6" FIELD 5/8" F.C. GYP. BD. ALL EXPOSED AREAS. (L EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER -1 (GARAGE INTERIOR ONLY) > 25/32" 8D 3" EDGE/6" FIELDW L 2`X 6"WOOD STUDS W/ 1/2" Q GENERAL HVAC SYSTEM NOTES 27 GYPSUM WALLBOARD 5D COOLERS 7' EDGE/ l0" FIELD 2" X 10" F..J. @ J CDX PLY SHEATHING. (TYP.) O 6 O.0 DBL 2" X 10" BOX BEAM R-19 HIGH DENSITY FOIL H 28 HARDBOARD BID (SEE TABLE 3.9) SISTER NEW F.J. AROUND STAIR FA. INSUL (lYP ALL AREAS) W 7. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS 8D (SEE TABLE 3 9) AGAINST EX. 3 1 "X 11 7/8" MICROLLAM BEAM D SAFETY REQUIREMENTS. _ _ _ _ F.J. _ IN SEM ENT. - - ALL AREAS) _ ANCHOR BOLTS 4'-0"CCA SILL O C O 30 DIAGONAL E30ARD SHEATHING m - - - - - - - - - - - 2 HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE (TVP. ALL AREAS.) EQUIPMENT SUPPLIER 111X6" OR 1"X 8" 2-8D PER SUPPORT 4STR STL. COLUMN BURIED L J 4" P. CONC. SLAB ON - 0 Iv 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL 24" SQ X 72" D. P. CONC. CLEAN COMP. FILL 8" P. CONC FOUNDATION F CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL. 1"k. 10" OR WIDER 3-8D PER SUPPORT FOOTING WALL W/ 1'6" X 10" D. FTGS. D 31 STRUCTURAL PANELS (TVP. ALL FOUNDATION.) EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1" OR LESS SD 6" EDGE/ 12" FIELD LI GREATER THAN 1" 101) 6" EDGE/6" FIELD � p 32 DIAGONAL BOARD SHEATHING D N 1 MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM. N m0 2. OPENING SILL HEIGHT TO BE A MINIMUM OF 44 INCHES ABOVE FLOOR. 7"k' 6" OR 1" X e" 2-BD PER SUPPORT 3. NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET 1"k. 10" OR WIDER 3-8D PER SUPPORT BUILDING SECTION FILE NO.: - - Mc_SECT_CUR 4. MINIMUM OF 5 O SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS. ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER ATTHE PANELEDGE. 1-24-03 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 3" ONI-CENTER AT EHT PANEL EDGE SCALE: WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED. TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE 6 MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 1/4"= 1 '0" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS). SHALL BE USED TO MAINTAIN THE LOAD PATH. ••" �"ueyypy WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF7 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES NAILS SHALL BE PERMITTED TO RE REDUCED TO 1-16D NAIL PER `�� ,w�Co ®� 00i� DWG. NAME: 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT Cm 5 F" "%'a NET CLEAR OPENING REQUIREMENTSgp'o i n N Ids' ENERGY 9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE CALCULATION FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCEf�' ' -e Go-Yo: o2o7?a;=,���a�` BLDG. SEC. DWG NO A. 5-2 E FASTEST MILE WINDSPEED (MPH) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS , 5 PRESCRIPTIVE DESIGN TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION 90 00 110 120 RESISTING LATERAL & SHEAR LOADS ~ zo N c, R L) CONNECTIONNUMBER ROOF SPAN U L S U L S U7--L S L U L S PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) ' OF (FT) o 01 STORIES. REQUIRED CAPACITY OF CONNECTION (LBS)''''' Q ^ N 1/2"ANCHOR BOLTS 5/8" ANCHOR BOLTS c Z 12 50 - 402 92 + 402 139 - 402 190 - 402 FASTEST-MILE WIND SPEED FASTESTMILEWIND SPEED 3 LI o 0 m SILL PLATE TO 16 77 129 186 250 (MPH) (MPH) I a a, 0 ON FOUNDATION 20 103 165 234 310 90 100 110 120 90 100 1 10 120 Y 75 1 24 130 202 282 370 BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT Z a cn o (CRAWL SPACE OR ANCHOR BOLT FOUNDATION ^, BASEMENT) 28 157 239 330 430 CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) SPACING (IN.) It 32 184 276 378 490 ( 1 o 36 211 313 426 550 1 STORY SILL PLATE TO FOUNDATION` 2 STORIES ALL' 23 20 58 + 661 264 681 206 + 681 291 - 681 (CRAWL SPACE OR BASEMENT) ti � 24 89 325 260 358 3 STORIES 15 23 U U J 2 28 119 386 314 426 3' 19 28 �[ 32 149 447 368 493 ce ~ A. A. A. 1-3 STORIES 36 179 509 422 561 WALL PLATE N FOUNDATION* � , �l (SLAB-ON-GRADE) °' 36 57 28 81 60 183 60 297 - 60 422 - 960 211 3 32 114 230 357 497 LY UPLIFT STRAP CONNECTION REQUIREMENTS z 36 148 276 417 572 U = CONNECTOR UPLIFT LOAD (ROOF-TO-WALL, WALL-TO-WALL, AND 'JJI 12 50 143 421 92 176 421 139 213 421 190 254 402 L = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) WALL-TO-FOUNDATION) ® , Y WALL BOTTOM 16 77 129 186 250 PLATE A S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) FOUNDATION 20 103 165 234 310 1 24 130 202 282 370 - ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3.3 (SLAB-ON-GRADE) APHRAMS (279 PLF). 28 157 239 330 430 - ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WAL" 1 ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED L PERIMETER EDGE OOF AND/OR ONAIL I SPAC NG OF 3" O.C. 731 PLF BUILT (AMERICAN FOREST& PAPER ASSOCIATION W IN ACCORDANCE WITH SECTION 3 4.4. ( ) ) 90 l00 110 120 32 164 276 378 490 3 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.C. (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3.4.4. NUMBER OF 8D COMMON NAILS \/ 36 211 313 426 550 FRAMING SPACING ROOF SPAN 3. 24 58 TN 421 128 76 421 206 13 421 291 254 421 (IN ) (�) END OF 1-1/4" X 20 GAGE STRAP" W v 28 89 170 260 358 12 2 2 3 3 Q O 2 32 119 211 314 426 16 2 3 4 36 149 . 253 N . 368 N , 493 20 2 3 3 4 11 ' 179 294 42z 561 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 2 2 4 s LIJ LLJ 28 81 143 42 183 176 42 297 213 42 422 254 960 28 2 3 4 5 Z 3 32 114 230 357 497 36 148 276 417 572 RESISTING UPLIFT 32 2 4 5 6 z 36 2 4 5 7 U = CONNECTOR UPLIFT LOAD PRESCRIPTIVE DESIGN TABLE 3.2B ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION) 12 2 3 3 3 L = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) 16 2 3 3 4 S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) 1/2"ANCHOR BOLTS 5/e" ANCHOR BOLTS 20 3 4 3 4 ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1.4. ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 16 24 3 4 4 5 ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT (MPH) (MPH) LOCATED WITHIN 11 FEET OF BUILDING CORNERS. 28 3 4 4 5 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH 90 100 110 120 90 100 110 120 32 4 5 5 6 8D NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS). FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE CONNECTION SHALL BE INCREASED ANCHOR BOLT FOUNDATION SUPPORTING, MAXIMUM ANCHOR BOLT MAXIMUM ANICHOR BOLT 36 4 4 5 7 U CONNECTION SPACING (IN.) SPACING (IN.) 12 2 3 4 5 16 4 4 5 G FASTEST MILE WINDSPEED (MPH) SILL PLATE TO FOUNDATION* ?° 3 a 5 s O ' (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 t 2 4 6 7 PRESCRIPTIVE DESIGN TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATION 28 4 5 7 8 Z � 4 90 100 110 120 32 6 7 - WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 32 36 5 6 8 O RAFTER/TRUSS ROOF SPAN U° L' S U' L" S LP L° S U' L° S (SLAB-ON-GRADE) Q 3;6 44 5 6 �O SPACING (IN ) (FT) REQUIRED CAPACITY OF CONNECTION (LBS)''''' ?0 4 5 6 8 12 145 143 210 198 176 210 256 213 210 256 254 210 2 2 4 7 2 16 1 243 316 316 - III f 28 5 s 20 212 2e9 375 375 RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR 32 5 e o 0 24 245 335 435 435 :� - J O 26 j193 79 381 495 495 CONNECTION REQUIREMENTS 36 6 B _ _ < (� 32 12 428 555 555 m W 36 46 474 615 615 PRESCRIPTIVE DESIGN TABLE 3 3A ALTERNATIVE TO TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION) U' = CONNECTOR UPLIFT LOAD D 12 191 280 264 235 280 341 284 280 427 339 280 L° = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) 16 2 325 421 526 1/2" ANCHOR BOLTS S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) W 20 282 386 500 626 FASTEST-MILE WIND SPEED 2 (MPH) ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 2 16 24 327 447 580 72fi PSF) IFA CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT 90 100 110 120 CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE H 28 371 509 660 826 (CREASED BY 1 NAIL AT EACH END FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER W 32 416 570 740 927 RAFTER/ WALL HEIGHT MAXIMUM ANCHOR IBOLT OF NAILS SHALL BE PERMITTED TO BE REDUCED BY t NAIL AT EACH OF THE STRAP FOR EACH 0 36 461 632 820 1027 CEILING JOIST FT) SPACING (IN ) ( (SPACING IN.) FULL WALL ABOVE (7 12 232 229 336 316 282 336 410 284 280 512 406 360 m 16 2 390 505 631 0 20 339 463 601 751 3 3 3 C W D 1 24 392 537 696 871 U7 N 28 446 610 702 992 m 32 499 684 888 1112 16 8 3 3 3 3 W O 0 3 3 4 D N 36 553 758 984 1232 N [:) O 12 290 286 420 396 352 420 512 426 420 640 508 420 FILE NO. 16 3 487 631 789 Mc_SECT_CUR 20 423 579 751 9398 3 3 4 5 1-24-03 10 3 4 5 SCALE. 2 24 490 671 870 1089 28 557 763 990 1239 01lrraaAfbpd, 4°— I 10 11 y �,pyyau'p ✓� DWG NAME' 32 624 855 1110 1390 � "J� 36 691 947 1230 1540 toD BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS. _ ' WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL -�+ 3 NAILING U' = CONNECTOR UPLIFT LOAD. OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. ' TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED SCHEDULE L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) TO A 2 X 6 TOP PLATE S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) ' TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) DWG. NO ° TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS ' TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. �. �_!�� 4 TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE G PERMITTED TO BE MULTIPLIED BY 0.80. S ,n I- con U W < 5 C � LL r~ � o V U aU a �m) avNi (U Ooh '• N 1 u 0 0 U 4.. 4.. 4., a 2 ry WALL WALL WALL 1�1 G T'- 717 1 8 � 4U oma! I 1 21 1 1 1 � CLEARANCE 1,4 VENT 1151,mol m - - - - ---- - - -- 2ND FLOOR CEILING L' < q - -- - - - - -- - 2/1 / "Ism > 3 W Y 1 U V1z' Y 1 1/2" 11 z" 1 vW 2" LL B SIN ''C)^ O WALL WALL_ w c c J 15" 9'-2" W W Z TUB 2" z 30' SECOND FL. DECK / /C.p. �./ � .4^VENT - - - - - - - - - - - - - x - - - - - - 11 24" CLEARANCE 27 3 CLEARANCE IN FRONT OF OPNG. h UI I � I O 8'_0" r 0 K SIN B SINk �51_811 � Q Qlo 15" WALL Z 0 Lu a 2 2. srwaWALLE�D O _ - - - - - - - - - - _ a Lu J U) FIRST FL. DECK - - C.O. 4- 1/W SLOPE PER 1 W W 4"TRAP 2111 BASEMENT TO APPROVED ¢ 0 CLEARANCE SANITARY SYSTEM Q W c a F W a D PLUMBING RISER DIAGRAM � J N.T.S. SCALE: 1 '= 1/2"C-1 0 cl m 0 TOILET, BATH AND SHOWER SPACEDo SCALE : 1 ' = 1 /4" WALL 0 0 0 W 0 N N N N O O FILE NO.: Mc—SECT_CUR 1-24-03 SCALE' .0„mrwol�re"rarnday;:,, 1/4"= 1 '0" DWG NAME TOILET, BATH , AND SHOWER SPACE �� �e��B Dp;.� a:r.w @111 N0q �h^ N.T.S. SCALE: 1 '=1/4” , PLUMBING '�.q���flpPOnopL��lypgp®1A DWG. NO A. 5-3 WALL STUD (2) 2" X 12" RIDGE BEAM KANT-SAG LSTI22 OR r^ SIMPSON LSTA21 STRAP vl WITH (16) 10d X 1 1/2 FASTENER WALL STUD (STRAP REQUIRED FOR 16" JOIST DEPTH OR MEMBERS WITH SLOPE E OF 7/12 OR GREATER). $ � Q BOTTOM PLATE BAND JOIST 1 SCREW THROUGH BRACE � ATTIC AT EACH FLANGE � � � N a INSULATE WALLS, TWO- MEMBER FLOOR SUPPORT BEAM 0.75"X 33 MIL INCLUDING 2" X 10" RAFTER (FLUSH) PILE CONNECTION OF WALL TO FLOOR FRAMING Xi. r7 THOSE NEXT TO SIMPSON LSTA18 STRAP WITH & U c o UNCONDITIONED (12) 10d FASTENER. SPACES. g ['] y N ru CONNECTION OF BAND JOIST TO SUPPORT o N SIMPSON LTP4 STRAP (12) Bd X 1 1/2" z 1 CONNECTION OF RIGDE BEAM D3 TO ROOF RAFTER d E ry CRAWL SPACE. A. CONNECTION OF WALL 6 a o (EXAMPLE) D V TRUSS BRACING TO FLOOR FRAMING. A 6 MT512) X- BRACING U A 4 m (EXAMPLE) TRUSS/RAFTER (EXAMPLE) A 6 W a N TO P PLATE (RPS4) U o ROOF SHEATING TO LOCATION OF WALL INSULATION DI TRUSS TOP PLATE. 2X6 O WALL � � ti I (EXAMPLE) A. 6 STuu U (3) 211X 10" CONNECTION OF WINDOW € J INHEADER TO EXTERIOR WALL WALL STUDS WDOW . g Q HEADER SIMPSON LSTA18 STRAP WITH STUD TO STUD � I B (12) 10d FASTENER I' ( ) DOUBLE 10d NAILS OR STUD TO BAND JOIST I TOP PLATE 16d SINKERS (CS16) r 3" O.0 VERTICAL 2"X6" 4" O.C. HORIZONTAL HEADER ANCHORAGE JACK (LSTA78) i W METAL HURRICANE STUDS STRONG-WALL W CONNECTOR SHEARWALL �' R (TYPICAL AT O WALL EACH CORNER) Y SHEATING iiiL CLIP ANGLE (BOTH SIDES OF 2"X8" BLOCKING CONNECTION OF WALL SHEATHING D7 PROV. 117/B" BOX BEAM CONNECTION)PMINUS. LENGTH = JOIST (2) 2"X4"TOP PLATE CONNECTION OF TOP D4 TO STUDS AROUND WINDOW HEADER A 6 PRE-ATTACHED WEB DEPTH MINUS 1/2" WALL PLATE TO WALL STUD. USING USP B A. 6 (EXAMPLE) (Y 2)PHD9DSI 1/4 X 3 USING USP TH I BEARING Q FASTENERS PLATE FASTENERS (HBPS/LBPS) O < 1' SILL PLATE TO O FOUNDATION BAND JOIST (BP) r , WALL FLOOR FRAMING SILL PLATE N 4 v STUD FOUNDATION 8 SCREWS 4 PER LEG 2.'X 10" RAFTER WALL PLATE USING USP BEARING Lu SHEATHING yl �ji (HBPS/LBPSEN ERS OF CLIP ANGLE) / R RAFTER BRACING MTS12 STRAP (3) 2"X 10" CONNECTION OF WALL V WITH (7) 1 O X 1 1/2 FASTENER WINDOW IIII 'III SHEATHING TO WINDOW HEADER TWO- MEMBER FLOOR TO STUD AND RAFTER HEADER d J ll SUPPORT BEAM -- CONNECTION OF FLOOR FRAMING IIII CONNECTION OF WALL. PILE Q yl SHEATHING T02"X 6" STUDS TO SUPPORT BEAM. S LT512 Dg JOIST TO HEADER JOIST 1 1 III I STRAP WITH (12) 10d X l Y 1/2'Y/2" F FASTENER METAL FASTENER SCHEDULE ( I INTO FLOOR JOIST AND SUPPORT BEAM JACK I ( A. 6 (EXAMPLE) A. 6 STUDS BIRDSMOUTH CUT D2 CONNECTION OF FLOOR FRAMING LOW END OF JOIST ONLY A 6 CONNECTION OF WALL SHEATHING T�UPp�T D8 (EXAMPLE) TO WINDOW HEADER A.6 (EXAMPLE) (EXAMPLE) 3.5" MIN, INTERIOR EXTERIOR J r INTERIOR GRADE a GRADE GRADE 3.5"' MIN. tl Z a r a ° � W (n J L p ° P P � _ P a a Q W ° rn Z c J W We° 0 UJ a FIELD APPLIED 2"X 6" TOP PLATE ° ° FLASHING ` J, as 0 2"X 6" TOP PLATE MONOLITHIC SLAB WITH ° W W I NTEG RAL FOOTING W w FLOOR JOIST W D 8 GROUND SUPPORT SLAB BASMENT OR CRAWL SPACE BASEMENT OR CRAWL SPACE BASEMENT OR CRAWL SPACE FINISH GRADE SLOPE 1/2" Y S" MIN. WITH MASONRY WALL WITH MASONRY WALL AND WITH CONCRETE WALL AND WITH FOUNDATION WALL MIN PER FOOT, MIN. 6 FT. FROM WALL AND SPREAD FOOTINGSPREAD FOOTING SPREAD FOOTING BEARING DIRECTLY ON SOIL ¢ w w w y 0 LL w 6MIL. w POLYETHYLENE FILM y y PRESSURPRESERVATIVELY D TREATE 2" X 6" STUD WALL O O " �' FLASHING PER m PRES RE PRESERVATIVELY SECTIION R703.8 0 TREA ED PLYWOOD SLAB-ON-GROUND FOUNDATION FLOOR D "' PER SECTIONS R403.1 AND R606 y w � � P ESSURE PRESERVATIVELYm w w + EATED 2"X 6" BOTTOM PLATE SLOPE FINAL (GRAD3E FOUNDATION m PERIMETER PER SECTION R403.3.2 6 w " °, 12" ° ° °a m mo MAX. 4a PRESSURE PRESERVATIVELY FILE TAI TREATED 2"X 8" FOOTING PLATE ° INSULATIO PROTECTION 1-1s- DE -19-_cuR PER SECTI N R403.3.1 1o3 a SCALE: 6" GRAVEL OR 12 ° ° °a CRUSHED STONE BELOW FROST LINE MIN. ° VERTIC L WALL 1/4"= 1 '0" 4" INSU ION DWG. NAME. 4,. a ° C 8" ►— / \ CONSTRUCTION /NO�MINAL - - DETP�I LS HORIZONTAL INSULATION ee � i� DWG. NO.. 4" SCREENED AND WASHED GRAVEL *A'Al OR CRUSHED STONE, B. A DRAINED PER SECTION •-� A. 6 PERMANENT WOOD FOUNDATION R403.3.2 CRAWL SPACE SECTION INSULATION DETAIL HORIZONTAL INSULATION PLAN 'U� OtlF.nB r�o�°c a SITE SURVEY SURVEY OF PROPERTY NO,gT SITUATED AT N Bq BAYVIEW, MATTITUCK TOWN OF SOUTHOLD R�.qo OK SUFFOLK S.C. AXNo. MAP -100Y,—N78 EW Y9R— 55 SCALE 1 " = 20' pp INFORMATION TAKEN FROM SURVEY Dr. PREPARED BY MR. JEOHN G FREERS LAND SURVEYOR DATED11.06 02 OoayN, S )2D NgNpy�NON THE LOCATIONS OF WELLS AND CESSPOOLS hp VO �8TpI,F SgppRIOO OR FpR SHOWN HERON ARE FROM FIELD OBSERVATIONS o °' s ° s °N Sq1 IA EY p� AND OR FROM DATA OBTAINED FROM OTHERS. R R 2 Sgpp WDOOFCF 5zN R�To mo O row m h� S J� 3� e �N h� 4� Q Q ��m scDNC DRrvevunv tasmol v` °N ' SECOND 200,OOl ^Fo OR POOITON 4u OVE IXMTINO w, v IST FLOOR ( ^� "' °L' co yl..Pi IFI EF IXISTN OlT`V 0 G E. s- IXISTING9EPpCSYSTEM UNE OF IXISiPNG ��N 9EOROGm1. s GOES NOTCIIANGE 06. 0`, 0 �j', CPETE SYOOP Z N >T Dy r 20„ 14/ ETv cnPwcE eP J Typ qS w Wq O$ FpRMF �� O�O, ooRp Rc1 p� o O Q SITE DATA ryyF H ��2 QIP QO SCTM # 1000-78-9-55 q<< 7S7.3s, PROPERTY: 1075 VICTORIA DRIVE SOUTHOLD, K J\C) R'S OWNER: BARBARA McLAUGHLIN SITE AREA: 17,344 SF. OR 0.40 ACRES ZONING: R-40 SURVEYOR: JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD,N.Y. 11901 LICENSE 50202 pTlaeroua,m4uuoucyi Ch # � IFJP �1""14"X ; C� = LINE OF EXIST. HOUSE � ' 0 = PIPE ❑ = MONUMENT a, r DWG. NO.: DWG. NAME: FILE NAME ISSUED: DESCRIPTION: B_SITE_OUR 01 27.03 ISSUED TO BLDG. DEPT. FOR REVIEW. y A. SITE 11/19/02 05.30 McLAUGHLIN RESIDSCAUE- ENCE ITECNOLOGIES 05.30 03 RE-ISSUED TO BLDG. DEPT. FOR REVIEW. ARCIIITP,CTURE PLANNING CONSTRUCTION SERVICES �.al. .rrnr. sur� .rmm>rw°av�m�� SITE P'��" SOUTHOLD 1 " = 20' NEW YORK 13405 Ma n Road,Matt tuck, New York 11952 631.298.1129 fax: 631.298.1128 GENERAL NOTES - CLIMATE AND GEORGRAPHIC DESIGN CRITERIA DESIGN CRITERIA w REF. TABLE R301 .2(2) 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) AND ORDINANCES. TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) 'n WOOD FRAME CONSTRUCTION 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THEZONE ROOF > 30-- 40- X 1 53 ROOF > 30- - 40" X 1.53 WIND SPEED V OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD pp�� WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS SNOW DESIGN FROST LINE DESIGN UNREQUIR ED NT HAZARD 3 23.7 36.3 -30.3 -46.4 120 M/HR • O F 'O LOAD SPEED (MPH) CATEGORY WEATHERING TERMITE DECAY TEMP REQUIRED 3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND DEPTH CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS Z ^ FROM THE DIMENSIONS SHOWN. LOAD BEARING O � VALUE OF U >" 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE EXPOSURE CATEGORY B SOIL 3,000 PSF MODERATE TO SLIGHTLY TO MAP # 36103COl 66 G 3ON m DRAWINGS UNLESS OTHERWISE NOTED. 45 PSF 120 MPH D 1 "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 11B = 11" YES EFFECTIVE DATE DRAWING LIST: 0 z .. MAY 4TH 1998 ^ 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND USE-16" ro PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, A.SITE SITE PLAN �' COLLAPSE. DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE O, CODES A.0 FOUNDATION/DEMOLITION r 6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO A. 1 FIRST FLOOR PLAN �./ THE WORK OF THIS CONTRACT U.O N CONTRACTORS SHALL INITIATE ALL REQUIRED THIS SECTION OF A.2 SECOND FLOOR PLAN INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U O.N W N STRUCTURE TO 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS _ RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE 77 / STRUCTURE REMOVED. A.4 BUILDING ELEVATIONS 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE NEW C,J SISTERED A.4-1 WOOD PANEL SCHEDULE N TO EXISTING A.5-1 BUILDING FRAMING PLAN DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TOTHIS STARTING ADDITIONAL WORK. --- SECTION OF NEW R.R. ABOVE / STRUCTURE TO A.5-2 ENERGY CALCULATIONS/SECTION -- 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING ///��� EX. C J TO REMAIN - / BE REMOVED. PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS I NEW JOISTS WILL BE EXISTING C.J A.5-2a NAILING SCHEDULE REFER TO CONSTRUCTION DRAWINGS FOR SIZES. '1 SIS ERE EX SD ALIGNED �TO BE REMOVED RE-USE A.6 CONSTRUCTION DETAILS 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONST, GRADE OR BETTER THIS SECTION OF � 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK STRUCTURE . - SUCH AS BUT NOT LIMITED L MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. BE REMOVED. IT ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE PROCEEDING. /< DEMOLITION NOTES : CONTRACTOR'S NOTE : 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO EXISTING C J & R.Rj. COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON THE TO BE EXTENDED AFTER THE REMOVAL OF INTERIOR PARTITIONS, U DEMOLITION PLAN (S). IF THE CONTRACTOR MUST INSPECT AND NOTIFY J \' THE ARCHITECT OF THE ORIENTATION OF Z Y 2. THE CONTRACTOR SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDING ^ EX. C J TO REMAIN CEILING JOISTSAT THAT POINT THE ARCHITECT , 1 I I TEMPORARY PROTECTION AS REQUIRED. EVERY PRECAUTION SHALL BE TAKEN AS I NEW JOISTS WILL BES- 0 DETERMINE IF FLUSH HEADERS WILL LLJ 0 TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING 1Y SISTERED AND ALIGNED NEED TO BE INSTALLED OR IF ANY OTHER Q WITH EXISTING. TYPE OF STRUCTURAL MEMBER WILL NEED THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER / DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED. EXISTING FOUND,--,, TO BE USED I ' ' W WALL TO REMAIN DEMOLITION LEGEND : NATE U PROV 2 VENTILATION OPENINGS COVERED WITH A CORROISON RESISTANT WIRE MESH, WITH Z EXISTING PARTITION TO BE REMOVED . THE LEAST DIMENSION NOT EXISTING PARTITION TO REMAIN EXISTING DOOR REMOVE EXISTING EXCEEDING 1/8". TO BE REPLACED. WINDOW PROV TEMPORARY T Ex EXISTING WINDOW TO REMAIN. SUPPORT l/y O EXISTING DOOR TO REMAIN. `� R EXISTING WINDOW TO BE REMOVED EB EXISTING DOOR TO BE REMOVED g FOUNDATION NOTES : � I DEMOLITION PLAN � 1 BASED ON SOIL BEARING CAPACITY, TWO TON PER SO INCH SUBJECT TO - - - -- - INSPECTION AND VERIFICATION. 2, ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL NO FOOTING SHALL BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM Z 3 ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 10" IN LENGTH WITH A MAXIMUM SPACING OF 4'-0" ON CENTER EXISTING BASEMENTT ENT DOOR Q NTERANCE. 0 IJ 4 ALL CONCRETE TO BE 1:2.3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTED 0 OR SPECIFIED. 5 IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE Q ASTM-145 WITH FULL MORTAR JOINTS. CORNERS ARE TO HAVE CORES FILLED SOLID EXIST CONC BLOCK WITH REINFORCEMENT CORES WITH ANCHOR BOLTS ARE TO BE FILLED TWO FOUNDATION TO REMAIN COURSES DOWN SEE NOTE 3 ABOVE 6 PROVIDE 0.025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL EXIST FOUNCONDATION BLOCK - - - - - -9'-5" - - I P CONC. SLOB ON COMP, O O PERIMETER SILLS - - - - - - - - FOUNDATION TO REMAIN VENT FILL WITH W.W.M e X e REINF. - - - - - - - - -- - - - - - - - - - - - (--F A LL BASEMENT AREA) d r - _ _ - U 7 ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR " ' ' PROV SSP TO CCN TIE Q PRESSURE TREATED T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ � - - _ - - - - - - 1 FROM STUD TO CCA PLATE N PROVIDE 3 # 5 —ON TOP OF CONC BLOCK D TIE RODS (TYP. ALL) PROV. 3'-8" X 3'-6" # CRAWL SPACE sl ELECTRICAL LEGEND : �E IST FJ INSULATED ACCESS 6 T REMAIN. PANEL / LOCATION T.B D IN FIELD �a j Q EXISTING BOILER IL NOTE ALL ELECTRICAL WORK TO BE IN ACCOjr RDANCE WITH THE RULES AND 1r�' ( .i�..I TO REMAIN LL O NEW FOIUNDATION WALL $ REGULATIONS OF TEH N,Y.B F U. AND A CERTIFICATE FROM THE N Y.B,F U. IS TO W 0 p G>>I BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB TO BE ARIFIED BY�-•='J p W W GENER L CONTRACTOR IN FIELD, b F Oj I p W NOTE' THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE PROV, GIRDER X' N (p0 1 .8 d D Q NOTED. ALL OTHER 11 ELECTRICAL EQUIPMENT AND MAT'L. TO BE SUPPLIED BY THE POCKET N U UJ X ,-IL I WD ELECTRICAL CONTRACTOR. PROV. NEW (2) 1 3/4' X 11 7/e" VENT UPAS N (aJQ I FLUSH MICROLAM NOTED ON PLAN , F NOTE ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR I PROVIDE 3 # 5 U 0 W U O.N. DOWNLIGHT TRIMS TO BE WHITE o 22-4 TIE RODS a1 0 !b DUPLEX ELECTRICAL RECEPTACLE T.LL U D ALIGN TOP OF O 0 POINT OF LOAD PATH FRO F D In H Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE I ROOF TO FOUNDATION b p ¢ FOUNDATION WALL I y XONN a ] $ WALL SWITCH 3$ 3-WAY WALL SWITCH Nam O� r" r- m �da CEILING MOUNTED JUNCTION BOX 10'-e" o o I ',. = X 0m VENT V) o to N N O N OsD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR. .J N N No D PROV 200 AMP SERVICE TO BE HARDWIRED TO CENTRAL LOCATION EXISTING FOUNDATION WALL E REMAIN FILEN TO BE VARIFIED BY LOCATION T B D. EW FOUND TO ALIGN WITH EXISTING KO_OCPCUR 1 GENERAL CONTRACTOR IN FIELD. 7-09-0-2 EXISTING 6'-6" H. CONSTRUCTIONLEGEND : BASEMENT TO REMAIN L — — — _ — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — DWG. NAME: EXISTING PARTITION TO REMAIN EXIST BLOCK FOUNDATION DEMOLITION 7.T�1.. NEW INTERIOR PARTITION- 2" X 4"WOOD STUD WALL WITH 1/2" GYP BD. TO REMAIN ItlPlAND (SCREWED/TAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE u _ RESIST GYP. BD (GREEN BD.) FOR ALL BATHROOM WALL/CEILINGS & "� BASEMENT WALLS PROV. CEMENT WALL BD. FOR ALL TILE AREAS, / EXIST TfO BE CUT AND POSTED qrr1. FOUNDATION ON STAIIR WALL IN BASEMENT �� PLAN FOUNDATION LEGEND : C EXISTING' CONCRETE E ' DWG. NO - STOOP TO REMAIN �p NEW e" POURED CONCRETE FOUNDATION WALL WITH 1'6"X 10' DEEP FOUNDATION PLAN ="r� � oy6 ,oQ A . O FOOTINGS, REFER TO DRAWING A.3 FOR HEIGHTS. _- - ^"� OraEEF Va \\\� & DEM 4" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M. ON CLEAN COMPACTED FILL. li GENERAL NOTES : ELECTRICAL LEGEND : DOOR SCHEDULE WINDOW LEGEND : 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE. AND LOCAL BUILDING CODES NOTE ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 1ST. FLOOR NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE W UNLESS OTHERWISE NOTED. AND ORDINANCES REGULATIONS OF THE N.Y.B.F.U. AND A CERTIFICATE FROM THE N.Y,B F.0 IS TO DOOR ID WIDTH HEIGHTDOOR PANELSDOOR OPERATIONTRANSC R �� Q BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB MATERIAL GLASSHEIGHT HARDWAgE NOTE: ALL WINDOWS TO BE ANDERSEN WITH STANDARD ANDERSEN HARDWARE, 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE NOTE. THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE E COLOR TO BE WHITE. PROV. SCREENS FOR ALL WINDOWS. - OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL TO BE SUPPLIED BY THE WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 1 2'-6' 8'-10" WOOD 2-FLAT SWING ENTRY ELECTRICAL CONTRACTOR. O D � - 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NOTE. ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR 2 2'-10" 6'-10" WOOD 2-FLAT SWING ENTRY WINDOW SPECS O `- CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS an O.N.O. OOWNLIGHT TRIMS TO BE WHITE. 3 PAIR 2'-4" 6'-8" WOOD 2-FLAT FOLDING CLOSET FROM THE DIMENSIONS SHOWN. MARVIN ROUGH ROUGH NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS Oq 2'-4" 6'-e" WOOD 2- REFERENCE OPENING OPENING OTY U �. FLAT SWING BASEMENT 4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE LOCATED IN ELECTRIC PANEL NUMBER WIDTH HEIGHT 3 DRAWINGS UNLESS OTHERWISE NOTED, ,A DUPLEX ELECTRICAL RECEPTACLE AO TW2104t O' 3'-O t/8" 5'-0 7/8" 1 EGRESS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND (POR DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT 2ND, FLOOR PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, HALLWAY Q TVJ20310 2'-2 1/B" 4'-O 7/B" 2 N COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE 11 PAIR 5'-O" 8'-B" WOOD 2-FLAT SLIDING 7 Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE CLOSET © TW24310-2 2'-6 1/8" 4'-0 7/8" 1 1"--"1 '" CODES. WALL SWITCH g 3-WAV WALL SWITCH 4-WAY WALL SWITCH 12 PAIR 6'O" 6-8" WOOD 2-FLAT SLIDING CLOSET p' g a $+ OD TW24310 1'-101/2" 4'-01/2" 1 .2 " e. THE CONTRACTOR SHALL PAY FOR AL PERMITS. FEES, AND COSTS RELATED TO �N CEILING MOUNTED JUNCTION BOX 13 2'-6" 6'-e" WOOD 2-FLAT SWING CLOSET .� THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED Wde �JS WALL MOUNTED JUNCTION BOX EO CXW15' Z-11 15/18" 5`-4 13/16" 1 EGRESS -- INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT 14 2'-6" 6'-e" WOOD 2-FLAT SWING BEDROOM RECESSED DOWNLIGHT (i 00w) "LIGHTOLII.R"OR APPROVED EQUAL p�[, a FO TW2448 2'-6 1/8" 4'-8 7/8" 1 N 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS �e EXTERIOR MOUNTED DOWNLIGNT (1 OOW) 15 2'-6" e'-8" WOOD 2-FLAT SWING BEDROOM _ RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. O TW2046 2'-2 1/B" 4'-8 7/8" 1 op .�1��/ WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED 18 2'-4" 6'-e" WOOD 2-FLAT SWING BATHROOM N ^'J9 INSTALL SECURELY ON UNDERSIDE OF SOFFIT) ® EXISTING S. ANY'EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE 17 V-6" 4'-0" WOOD 2-FLAT SWING CLOSET �j 1' DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 7 STARTING ADDITIONAL WORK, LtLEF FAN "GROAN" HEAVY DUN UNIT OR APP. EQUAL. 1B 1'-10" e'-8" WOOD 2-FLAT SWING CLOSET ly 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING 4F EXT MOUNTED LIGHT WITH FANTHESE WINDOWS MEET NATIONAL AND LOCAL PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS EGRESS CODES FOR FIRE EVACUATION, REFER TO CONSTRUCT DRAWINGS FOR SIZES. �sD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR #2 CONS. GRADE OR BETTER <T NEW TELEPHONE RECEPTACLE 1 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK d C CABLE TV RECEPTACLE SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE d VACUUM OUTLET (PROVIDE NECESSARY E LEC POWER) PROCEEDING "II INSULATION NOTES : PLUMBING LEGEND : w EXISTING EXTERIOR WALLS: 2"X4" WOOD STUD R-15 HIGH DENSITY INSULATION op PROVIDE ALL CONSTRUCTION NECESSARY PLUMBING ALL SAND VN Y C. A N INDICATED U BY'CERTANTIEED'OR APPROVAL EQUAL, Z NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA. HIGH DENSITY INSULATION BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV. ALL BY 'CERTAINTEED' OR APPROVED EQUAL NECESSARY DRAIN VALVES, W 0 NEW ROOF R-30 KRAFT-FA INSULATION BY'CERTAINTEED' OR APPROVED EO *F PROV, FLOOR DRAIN AND 10 GAL. SUMP Q } CRAWL SPACE: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES INSTALLED AS PER N.V.S. BUILDING CODE. /� NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE *HB PROVIDE FROST FREE HOSE BIBS. ul BASEMENT PERIMITER. 1 1 1 iii W BASEMENT CEILING. R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES OS SHOWER HEAD ui z INSTALLED AS PER N.Y.S. BUILDING CODE. 7 Z CONSTRUCTION LEGEND_ : _j : EXISTING EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BD. & R-15 HIGH .L DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. e v EXISTING INTERIOR PARTITION TO REMAIN. PROV 1 LAYER 1/2" GYP. BD. BOTH SIDES OF EXISTING WOOD STUDS, CUR. PINE 4" COLONIAL BASE TRIM. EXISTING BATH. RE-USE EXISTING NEW EXTERIOR PARTITION-2' X 4"WOOD STUD WALL W/ 1/2" COX PLYWD WINDOW EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD 37'-9" SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP. 80.(SCREWED/TAPED) CLP. PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL. (HIGH DENSITY). 1 NEW INTERIOR PARTITION- 2"X 4" WOOD STUD WALL WITH 1/2" GYP. BD. O (SCREWED TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP BD. (GREEN BO.) FOR ALL BATHROOM WALL AND CEILINGS. O 3 PROV CEMENT WALL BD. FOR ALL TILE AREAS O III U m L INTERIOR PAINT-TO BE "BENJAMIN MOORE" U.O.N. ONE COAT PRIMER AND TWO COATS FINISH (COLORS T B.D. BY OWNER) SATIN FIN. THROUGHOUT RE-usE EXISTING WINDOW U O N. ALL TRIM SEMI-GLOSS. E _ ) �� _ _IL- (I _ _ — \ POINT OF LOAD PATH FROM EX EX 4 -1 O e O Q ROOF TO FOUNDATION ❑ SC / 0 1 1 T 2 - 1 3/4'X11 7/8" Q FLOORING LEGEND : EX a FVLMICROULAM �- - - 21'-4• Z Lu 0 HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4'W., 1 8L FELT., Z w � 0 I� ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE =¢ \ u f 8o EXISTING WALL Z ¢ I coV J SUB-FLOOR-USE 3/4"THICK PLYWOOD GLUED AND NAILED TO BE REMOVEDJ SUB FOR TILE AREAS TO BE SCREWED AND GLUED ( \ ' 9) Q — / Ap 0 ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN NEW WALL REF. POLY (TYP ALL AREAS) PATCH ALL AREAS AS REQUIRED) AND ELECTRIC B CERAMIC TILE- "AMERICAN GLEAN"TILE OR APP. EQ TILE TO BE INSTALLED ® OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE \ WATERPROOF ADDITIVE MIXED IN \ III O O 1 \ OF�l O O O O D W 1 � Z D V- 28'_4" \\ 9 5 U U 111 0 EXISTING FRONT STOOP N N W TO REMAIN N NEW COVERED ENTRANCE ABOVE D p 2 COL 2"X8" CONST. F.R. N N o N 8 h FILE NO.: PROPOSED FIRST FLOOR KO_1CP_CUR 7-09-02 832 SQ.FT. DWG NAME', 11um1,1• FIRST FLOOR � A� DWG. NO.'. ' �i�j�No.031216.•�Vy;c , GENERAL NOTES : ELECT_RI_CAL LEGEND : DOOR SCHEDULE WINDOW LEGEND : �y 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES 1ST FLOOR AND ORDINANCES. NOTE. ALL ELECTRICAL WORK TO N IN ACCORDANCE WITH THE RULES AND NOTE: ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE REGULATIONS T THE N.Y OWNER ANDA CERTIFICATE FROM THE N.Y B.F.U. IS TO UNLESS OTHERWISE NOTED. ya� 2. BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB DOOR ID WIDTH HEIGHT ATE AL pgNELS G 8 D OR � W O BEFORE COMMENCEMENT C WORK, THE CONTRACTORS SHALL FURNISH THE OPERATION EIGHT HARDWAR NOTE ALL WINDOWS TO BE ANDERSEN WITH STANDARD ANDERSEN HARDWARE FSI z OWNER AND ARCHITECT WITH COPIES E ALL REQUIRED INSURANCE AND NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE D( COLOR TO BE WHITE. PROV SCREENS FOR ALL WINDOWS. Q WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAIL. TO BE SUPPLIED BY THE ELECTRICAL CONTRACTOR 1 2'-6" 6'-10" WOOD 2-FLAT SWING ENTRY C THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR O 2'-10" 6'-1 O" WOOD 2-FLAT SWING ENTRY vNi CONDITIONS ME THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS WINDOW SPECS a FROM THE DIMENSIONS SHOWN. ONO.. DOWNLIGHT TRIMS TO BE WHITE. �PAIR 2'-4" 6'-8" WOOD 2-FLAT FOLDING CLOSET z NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS MARVIN ROUGH ROUGH O y 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE LOCATED IN ELECTRIC PANEL O 2'-4" 6'-8" WOOD 2-FLAT SWING BASEMENT REFERENCE OPENING OPENING QTY U DRAWINGS UNLESS OTHERWISE NOTED NUMBER WIDTH HEIGHT DUPLEX ELECTRICAL RECEPTACLE O V N 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 2ND. FLOOR AO TW2t 0410" 3'-O 1/8" 5'-O 7/8" t EGRESS z PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE, bon DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE msc DUPLEX SEPARATE CIRCUIT RECEPTACLE 11 PAIR S-O" 6'-B" WOOD 2-FLAT SLIDING HALLWAY TW20310 2'-2 1/8" 4'-0 7/8" 2 m CODES CLOSET © TW24310-2 2'-6 1/8" 4'-0 7/8" 1 / N $11 WALL SWITCH $3 3-WAY WALL SWITCH $ 4- 12 PAIR g'0" 6'-8" WOOD 2-FLAT CLOSET ll��ll JJJ a w 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO � dee WgLL MOUNTED JUNCTION BOX SLIDING D TN24310 4'_p 1/2„ 1 ' THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED �e 4 L H O CEILING MOUNTED JUNCTION BOX 13 2'-6" a e' WOOD 2-FLAT SWING 1'-10 1/2" CLOSET INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. 14 2'-6" g'-g" WOOD 2-FLAT O CXW15• 2-11 15/16" 5'-4 13/16" 1 EGRESS w RECESSED DOWNLIGHT (1DOW) "LIGHTOLII=R" OR APPROVED EQUAL SWING BEDROOM 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS 15 2'-6" 6'-e" WOOD 2-FLAT F TW2446 2'-6 1/8' 4'-B 7/8" 1 rT, p4 N RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. �E EXTERIOR MOUNTED DOWNLIGHT (100W) SWING BEDROOM O w WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED t6 2'-4" 6'-e" WOOD 2-FLAT SWING 20� 2'-2 1/8" 4'-B 7/8" 1 8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BEde INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) BATHROOM U M DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO CLOSET ® EXISTING STARTING ADDITIONAL WORK, NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST 17 1'-6" 4'-O" WOOD 2-FLAT SWING EF FAN "BROAN" HEAVYDUTY UNIT OR APP. EQUAL t8 1'-10" 6'-8TOTAL e " WOOD 2-FLAT SWING CLOSET �p 9 DOUBLE JOISTS ARE TOINSTALLED UNDER ALL WALL PARTITIONS RUNNING $,F EXT. MOUNTED LIGHT WITH FAN PARALLEL TO THE FRAMING.. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. THESE WINDOWS MEET NATIONAL AND LOCAL REFER TO CONSTRUCT DRAWINGS FOR SIZES •BD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE EGRESS CODES FOR FIRE EVACUATION 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR *2 CONS GRADE OR BETTER. HARD WIRED TO CENTRAL CONTROL BOXmommom THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR SUCH SPECIAL WORK SUCH AS BUT NOT LIMITED TO MILLWORK, SPRINKLER SYSTEMS -1T NEW TELEPHONE RECEPTACLE AND STEEL WORK. <c CABLE N RECEPTACLE ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE <, VACUUM OUTLET (PROVIDE NECESSARY EIEC. POWER) PROCEEDING INSULATION NOTES : PLUMBING LEGEND : EXISTING EXTERIOR WALLS: 2"X411 WOOD STUD. R-15 HIGH DENSITY INSULATIONPROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED W BY'CERTANTIEEO' OR APPROVAL EQUAL. P ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N Y.0 ANID N Y S. U Y NEW EXTERIOR WALLS: 2"X6" WOOD STUD. R-19 FOIL FA HIGH DENSITY INSULATION BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PRIOV. ALL M BY 'CERTAINTEED' OR APPROVED EQUAL NECESSARY DRAIN VALVES. LL NEW ROOF. R-30 KRAFT-FA INSULATION BY'CERTAINTEED' OR APPROVED EO *F PROV FLOOR DRAIN AND 10, GAL. SUMP 1 1 I O CRAWL SPACE R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES N.YJ LQ \ INSTALLED AS PER .Y S. BUILDING CODE NEW BASEMENT: R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE OHB PROVIDE FROST FREE HOSE BIBS. r BASEMENT PERIMITER BASEMENT CEILING: R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES *S SHOWER HEAD I " Lu ! Z INSTALLED AS PER N.Y.S BUILDING CODE Ir//�y�' CONSTRUCTION LEGEND : z EXISTING EXTERIOR PARTITION TO REMAIN PROV 1/2" GYP BD. & R-15 HIGH J DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS, 2 EXISTING INTERIOR PARTITION TO REMAIN. PROV 1 LAYER 1/2" GYP BD. (� BOTH SIDES OF EXISTING WOOD STUDS. CLR. PINE 4" COLONIAL BASE TRIM. v NEW EXTERIOR PARTITION- 2" X 4" WOOD STUD WALL W/ 1/2" COX PLYWD. T.Y EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF WD. SHINGLES (PROV. 1 COAT BLEACHING OIL), 1/2" GYP BD.(SCREWED /TAPED) 28'-2" CUR PINE 4" COLONIAL BASE TRIM, & R-19 FOIL FACE INSUL (HIGH DENSITY) NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. BD (SCREWED/TAPED) APPLIED BOTH SIDES NOTE: PROVIDE MOISTURE RESIST GYP BD (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. PROV, CEMENT WALL BD. FOR ALL TILE AREASINTER - - --- _ — _ U O N. AL -TRAMS M(---GLOSS OWNER) SATIN FIN THROUGHOUT / 14'-4" --- - - ---- - = O BENJAMIN MOORE" U ) A ONE COAT PRIMER AND TWO COATS FINISH COLORS T B.D BY OW _ _ ( \ POINT OF LOAD PATH FROM O¢ 12 — — - - ROOF TO FOUNDATION bb 2H 3HN - - - - - 0 Q J9 \ 11 W W % / O \ .\ Z Z n O 15' v ___ O - GORING LEGEND : - 15 ~5 " 15 � 7� 13 DISH C FLOORING-SELECT WHITE OAK 2 ETNA , E. FELT Z W _ _ O � (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE � _ - _ -- U SUB-FLOOR-USE AS THICK PLYWOOD GLUED AND NAILED. d r^ SUB FOR TILE AREAS TO BE SCREWED AND GLUED - ,4 G 19 - _ -- - - - - ¢ VJ / � 1 - - ® EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W/2 COATS SATIN 18 W N - D REF. POLY (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) 14'_4.. P - 1 - 0 CERAMIC TILE - "AMERICAN GLEAN" TILE OR APP, EO TILE TO BE INSTALLED OVER 1/2" CEMENT BOARD U O.N WALL AND FLOOR GROUT TO HAVE WATERPROOF ADDITIVE MIXED IN 6„ - '-6 - 09 Q_O dZ W D 0 0 1 uLLF 2S'-2 - - - - - Z Z Z w w w � 7 7 PROVIDE HEADERS ABOVE - - - _ 0 0 0 ALL OPENINGS 2-2"X10"(NP) Lu O O D D D D77 cCD N N U O m PROPOSED SECOND FLOOR D N 8 D O a0 In FILE NO. 542 SO . FT. KD_2CP_CUR 7-09-02 SCALE: 1/4"= VU, DWG. NAME: V11111---1.. 2ND FLOOR ED IY, — ro nE DWG NO : A. 2 � v .MQ ot�2t6 oR\ g7TFY7[Y rgF�71.Jlop I i NOTE: r� 5 GENERAL CONTRACTOR SHALL W VERIFY THAT THE HEIGHT OF zz OF THE STRUCTURE SHALL NOT EXCEED 35'-0" AS MEASURED BY SOUTHOLD TOWN. IF THE HEIGHT O AFTER FRAMING THE SECOND FL. z MEASURES HIGHER, ADJUST ROOF ° PITCH AFTER NOTIFYING THE ARCHITECT O a N EXISTING CHIMNEY TO OF THIS FIELD CONDITION. z � BE EXTENDED. yj PROV. 40 YEAR "GAF" ASPHALT o A� ROOF SHINGLES. (TYP. ALL AREAS) OVER 16 LB. FELT. PROV. " � WATCH" UP 2'-0" OF ROOF EDGE. r^W OC N U v' ry - ►-� , 12 b ) - PROV 2 ANDERSON CASEMENT V I F , 2'-4 3/6" X 4'-O" EGRESS WINDOW -_ - e ij'-T ; t2 COLONIAL WITH CHECK RAIL - ^' EGRESS CASEMENT MODIFIED v - i - - _ - V I F i i�l �' �I {IIL I � ` W PROVIDE 6" EXPOSURE "PERFECTION" - I - I Ir - + I L r - `.JJ CEDAR SHINGLES. TYPIC 3 COATS OF ❑ ❑ ❑ ;�T L w OIL BASED STAIN (TYPICAL) ® '' l ' L ' 1 'l! W o El I , I, I. 1 0 3 �� . o I. ' ll — '' � — w W o h' — z J I ' 1 Z J 0 FRONT ELEVATION :D LEFT SIDE ELEVATION g — 0 21 0 ' z 00 J Q 12 cr PROV 40 YEAR "GAF" ASPHALT _ROOF SHINGLES (TYP. r uj OVER 5 US FELT PROV ALL VVEATHE)R - 10 VLF 1- O 1- WATCH" UP 2'-O" OF ROOF EDGE C J D Q e PROV 6" EXPOSURE VINYL CEDAR - - _ IMPRESSIONS BY"CERTAINTEED" OR - a I _ - APP EO (TYP ALLEXT WALLS) "-� -I � '1 ' ¢ O Ir IL iL w 3 D - — t v o In 11 7 I 9 _ I � I I ( ' i ' I ��I , 11 - r � I t I N ' I w w w I i I` N N n Ir Em I I I r f, I ' I' 1 �� � I I A � �l� I N FILE NO. I i i Ko 4ELEV CUR 7-09-02 1/4,1= 1l1 "�"p�eelw tYIPIYCY{I/i DWG. NAME REAR ELEVATION RN RIGHT SIDE ELEVATION a, , _ �a BUILDING ELEVATIONS �J�a„No:021P16 a ag- +.. rfriYGi r� .9lFVO DWG NO THESE DRAWINGS AS INSTRUMENTS OF SERVICE, ARE THE SOLE PROPERTY OF THE ARCHITECT NO REVISIONS, CHANGES.AND/OR MODIFICATIONS /� SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION A_ 4 BYTHEARCHITECT. ANY REPRODUCTION IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. tl1 5 W � D6 A.6 DBL. 2"X 10" F,J. UNDER DBL. 2" X 10" F.J. UNDER ALL F.J. TO BE SISTERED INTO F� O rI�I1II1lII1 lI oN-4oiIr!pIq�I I �iIII I1-_�11 =II=� � 1 II1II1II1 I'dI1II'1 11PvAU�R1lbA1' LLEII LL PARTITIONS PA1fl16RALPdL ELL PARTITIONS ARTITIONSI IIII 9�DII EXISTING F.J. !IILII D_7 IIL- D_ S D10 11 A.6 A.6@. lNW !IIIILII I IIII!I IIIII IDI I1 LLw XS!1II Orv�O AA•6 2" X 10" BOX BEAM6 AROUND STAIR 2" X 10" RIM JOIST NEW FOUNDATION WALLS az - - - - - - - - - 7 DBL. 2" X0" OX"� 111111'DBEAMA u 11 1 1 J 11 11 1 J 1 1 II III ST R. Z NOTE PROM. ANCOR BARING PLATES AT ALL W — iL ANCOR CONCRETE LOCATIONS _ 1 U11 �I � r u �ll q aoII00 Ilbl P 4 II h 11 1;1 II II! D III b 1 11z o111 0Iq III xllOX � NOTE1111 11J1W 1 11 !1 11 1! 11Nlxx '11 11 11 11 11 IIII 1 !1 11 I II Ii 1111 SUSE SSP CONNECTOR TO CCA 11 11PLATE ON CONCRETE. IIIII C d II _o Ill II 11 11 1 111 Z 11 III IIII 11 II 11 11 1 II 1 11 a 11 1 11 11 11 11 1 1i 'I t III X11 Ii FH E0 FLUSH GIRDa �saatimN^^ -- 1) _llL _I Ji 11I1!d1 I IUI JiIII 11a11 1 I:'I�x° piIIliI11 I'l tI 11 rU eI1II1II1lI I11LIi 1 III!PI!I I JIIIII�xN �1IdlIIL1I i!� ',II1IIII1IIII6II _II �II 1I1I1I{ PI.I �IIIIIIILV e�IVh �IIIhdlII�p�lII 1IaIbI1II. 1I1S1I1I PIILII - IIqItlIII IuIII i IpL1i1 t II 1II1II IIU�I—�lIIIIII1 �n -�7lP1i - TF_ rI -SIIIrII¢ -i1Ii1I- 7d - T1r! - lri -IIIF m- -rIII ITIII 7!I - !r1 - 17 1 -IIrI -III- 7III_ 1 -IInIlIIrhI' 71 - Illil11- TII_ —1—, -7— JeI9II -_ 7tl11 LL-d_II7I IF - ' Is li 11 112 II _-dfII 1I 11I1it te77 1 -1 77 -1 —l11 T-_ 11 _T I_ III _T I— II — II II 11 II fII 11 1i N li ll fl 11 11 ll 1 !l� 1 Il I I 11 11 11 1 11 11 111 11 1 1 11 III 11 11 1 11 1 11 � ° I11 11 ! x�I Iill I 11 11 I 11 _I I Ill1 Il , I 11 11 11 11 - 11111 11 11 11 11 11 11 111 !1 111 1 1 11 11X11 11 1111 I - " III I jIlliII 11 1 11iwt 11 L ]IXInII I 1 Il 19 1 111 II 11 11 1; ILI 11 1 9 I I 11 1 11 II I I' ll Jill Jill 11 11 11 11Wl16 II GI PIII II P �lII ! I I55 16 1 1 11°�lid 1 I I II ll 11 11 1 11 11 11 11 1 VIII 1 11 II 11 16 11 1 III 11 11 II11Z ! I 11 II 1111 x :lZ 11 p ! II II I SI I1 Wx � N S )10 1 11 11 11 0II 1! II 1 11 11 11 II II II 11 I 1 Jill 1 11 11 11 11 11 111111 11 J! 11 11 Y -- -!I- _ = 1 II 1 1 11 f I I P 4 II U II 'I II II II II II II III II 11- ' IIII 11 ,1 II II II II II III II 11 II l II II LL JIJJb= JE;am —A-1 .2 1L = 1L =r_ IL_ �1_ 11 _ iL--'� JIrJ LJI_ J = _LL _ IL _I_ JI= - Z , 0 f 111 �I tl 1 L ! !I 71 — — —i 1 - II S.-LL — IL � JI_ JJ DBL L X 10'PARTITDERIONS. DBL L X 10 F.J UNDER 2 X t0" RIM JOIST PARALLEL PARTITIONS. PARALLEL PARTITIONS. Q 1L1__ _L L -_IL_JI_ JI -- L ylL _IIL!L _IL Jl_ J _ III P II '1 h II I F- - - - - - - - - - - W - - III I 11 II C EXIST. FOUNDATION W VVALL TO REMAIN W PROPOSED SECOND FLOOR DECKING Ir Z J I PROPOSED FIRST FLOOR DECKING 0 U D2 0 6 7� RIDGE BEAM �2"Xt0" HIP ` 1, �2" X 10" F31M JOIST NOTE' O USE CONT SIMPSON STRAP FROM 2ND. FL� � � , STUD TO TOP OF 1 ST FL. STUDIF L r J _ 2" X1RR 2 x 1ji RJR161,lip — \ 1 O�C ¢U O =MTS $DN TIESr - 2" X 10" RIM JOIST O (( NOT TOP PLATE W �O ¢ O O � tJ , Tr '� � 1I 1T lr � � 1i —r Z ! Xa III / DBL2" X ,2" III / O III - � a mI o o , q H N U \RIEGE BEAM XDBL 2" X 10" RIDGE � .X L, iv 011 ' BEAM - Q PRESSUhIE ZONE V1✓// N III II 1 i ! 1 IIII N II hLL011 II II II �1 II IId011 h II P II II II II II II II III 1 1 w ( A _ T IIS II 11 IIo0II 11 11 11 11 11 11 I 11 d 1 11 11 11 II II 11 III+ ! D _ _ X011 X011 i !! 9 y �R�SREIVE III NEM/2"X12" 1 �1 (V(}', i L �-X11 1 ! � _ 7GE BEAM I1� 0 III ' Q W �D \\ � III Y 1 !1 'I 1 1 U <V c1 ! ;111 0 ?< � 7 ' � 0- IIS DBL 2"X10" BEAM '1 ! H ¢ ¢ 71— T - 7 — T -171!— T - 7 _ F7 7 — d N III III N�' III NEW 2•X8' C T II I' '' II II II I: II d II II h q 11 b II q !I dl� 0 0 O Ir ¢ 0 III ca 16° D,C. II II !I !' P P II II 'I 1 P 11 ".I III 2 x o� III II 9 II II II b Y� II II I. P 'I ;I I' 'I 11 h b VIII 0 w W @1 oa x III 6 1 J m U U / N / • 0.• R.R. 16" Oc D O' I W W W 2 @ ¢ p ¢p II U q 1 °SII II I', II ° �I� II 1 liLLy! II !I tl J; __� D D Ilrr N N m L d DB2" X 10" BEAM III @I IIRC' / I \ o: III ivy ivy 0 0 j N C - N N m III I 11 II 11 II II 1 II 1 1 1 II 1! II 11 I II I 111 N x X li d 1 II II 1111 FILE NO.: m ni PRESSURE ZONE / \ �I PRESSURE ZONE L —1'_ Jl 1 IL IL JI 1L !L I- =IL JI= — = — = IL =1I= J1= LII L _ - - - - - - - - - - - - = R KO BFFP CU 02.21.03 III2"X10' RIM JOIST (TYP) 1/4"=Vp" LL = 111 = =��_NEW FRONT ENT. COV DWG. NAME, 2"X6" CONSTR PROPOSED ATTIC DECKING PROPOSED ROOFING PLAN FRAMING PLAID F DWG NO �v�F 4p2➢d66,.�q�;C� -i01a.r,ftlF�egpt�' GENERAL NOTES: HEATING & COOLING PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS FLOORS, WALLS, AND CEILINGS NOTE: CRITERIA ZONE 11 B WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA OVER OUTSIDE AIR. DETACHED ONE FAMILY WALLS GENERAL CONTRACTOR SHALL VERIFY 1 FAMILY DETACHED DWELLING INSULLATION M�� 0 MAXIMUM MAXIMUM DESCRIPTION THAT THE HEIGHT OF THE STRUCTURE MODE . HEATING OR COOLING 0.14 HEAI'I NO R-VALUE U - FACTOR X AREA = UA ZONE 11B GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SLAB PERIMETER CRAWL SPACE DOES NOT EXCEED THE MAXIMUM rQr`J1 DEGREE DAYS CEILING R-38 031 616 SQ.FT. 190 N HEATING DAYS = 5750 ROOF CEILING 0.031 U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE HEIGHT OF TOWN REQUIREMENTS AFTER a COINCIDENT WET-BULB TEMP = 74 INTERIOR FLOOR R-21 0 31 1,400 SQ.FT 434 SUMMER DESIGN DRY- BULB TEMP = 83 UNHEATED SLAB ON GRADE 45 ZONE IIB 045 R-38 R-18 R-19 R-t0 R-8,2 FT R-te FRAMING THE SECOND FL. AND RIDGE O 0 ^ WINTER DESIGN DRY-BULB TEMP = 11 5750 EXTERIOR WALLS R-19 031 1,660 SO.FT. 514 z .fit - SAS EMENTWALL a,b, 0.1 IF MEASURES HIGHER, ADJUST ROOF O o CRAWL SPACE WALL 0,06 CEILINGS- TOTAL AREA 616 SQ.FT. PITCH AFTER NOTIFYING THE ARCHITECT U > O U N N GLAZING U FACTOR = 0.46 OF THIS FIELD CONDITION.CEILINz ., EXTERGRVALL = R-38 CLIMATE-SPECIFIC REQUIRED & PROPOSED WALLS, WINDOWS, AND DOORS I/�, ~ EXTERIOR WALL RVALUE = R-13 yj m FLOOR R VALUE = R-19 f'--1 N NOTE. PROPOSED MINIMUM NOTES: 0. - ALL DECKS MORE THAN 30" ABOVE GRADE DESCRIPTION DESCRIPTION INSUCCATION R-VALUE R-VALUE R-VALUE U - FACTOR X AREAUA OR WALKING SURFACE BELOW SHALL BE TOTAL EXTERIOR WAIL SO FT. = 1,660 SO FT 9 PROVIDED WITH A MINIMUM 36" HIGH GUARD WALL TOTAL WINDOW = 344 WALL TYPE 1 B" CONC IBLOCK R - 10 R - 1 O e" BLOCK WALL ON TOP OF A CONT FOOTING. R-19 Uo=0.14 1,660 SOFT. 234 0 y" TOTAL DOOR GLASS ASS A AREA = 10 SOFT FT - PROV 4" MAX SPHERE PASSAGE W.D. WALL TYPE 4 2"X4" STUD R - 13 R - 13 2" X 4"WOOD STUD WALL WITH 1/2" GYP BD. WINDOW R= .3/SQ.FT 0.35 344 SQ.FT 120 a �' FENESTRATION AREA = 344/ t,660 X 100 21 WWR 5 TOTAL SO,FT.AREA = 1,400 SO,FT DOOR N/A 0.35 42 SQ FT 14 WALL TYPE 3 2"X6"W D.STUD R , 19 R - 13 2` X 6"WOOD STUD WALL WITH CDX PLY WD m - ASPHALT SLINDING GLASS DOOR N/A N/A N/A N MINIMUM EQUIPMENT ROOF TYPE SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE PERFORMANCE FLOOR TYPE 2" X10" CGA R - 19 R - 19 2" X10" CCA DECKINGIIIII agFLOORTYPE2. 2° X10" F.J R - 19 R - 19 2" X10" FLOOR JOIST (9? 16" o C. FLOORS AND FOUNDATIONS MINIMUM ROOF FRAMING 2 2" X 10" R R R - 9,2 R -9,2 2" X 10" ROOF RAFTERS (�P 16" ON CENTER EQUIPMENT CATEGORY EQUIPMENT CATEGORY PERFORMANCE FLOOR OVER INSUCCATION INSULLATION U-FACTOR AREA OR SLAB 4" P LONG R - 9,2 R -9,2 4" P.CONC SLAB ON COMP FILL WAN.W.M. 6 X 6 REINF UNCONDITIONED DEPTH R - FACTOR F- FACTORR X PERIMITER UA OIL-FIRED STEAM AND DOE 10 CFR PART 430 DESCRIPTION ✓M HOT WATER BOILERS AFUE 80%b'� BASEMENT WALL 6' R= 19 0.56 1442 LIN.FT 80 I < 300,000 BTU/H SUBPART B. APPENDIX N. UNHEATED SLAB (1"iv R= 4 5 N/A 984 SO FT N/A TOTAL PROPOSED UA 80 GENERAL FLOOR PLAN NOTES NAILING SCHEDULE UWI' 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). PRESCRIPTIVE DESIGN TABLE 3.1 (AMERICAN FOREST & PAPER ASSOCIATION Z CONNECTION FASTENING SPACING W � 0 2 ALL INTERIOR WALLS BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING NO Q TAPE, FLOAT, AND SAND (3(3 COSTS). COMMON 3 WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8", FIRE RATED GYPSUM BOARD 1 RAFTER TO TOP PLATE (TOE-NAICEO)@16" O.C. 3 8d PER RAFTER AT GARAGE SIDE WITH &-0" RETURN ON ADJACENT WALLS AND CEILING MANUFACTURED LUMBER 2 CEILING JOIST TO TOP PLATE (TOE-NAILED) 38d PER JOIST REQUIRES 2 LAYERS OF 5/8". FIRE RATED GYPSUM BOARD I ' I ' I ' 4 ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER 3 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (SEE TABLE 3.7) EACH LAP L.L LLJ RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL 4 CEILING JOIST LAPS OVER PARTITIONS Z (FACE-NAILED) (SEE TABLE 3.7) EACH LAP GENERAL FRAMING NOTES 5 COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.4) PER LIE 6 BLOCKING TO RAFTER (TOE-NAILED) 2-80 EACH END CONT. RIDGE & HIP VENT BY"COBRA" r 1 ALL WALLS, 2"X4"AND 2"X6", TO BE STUD GRADE OF BETTER 16" O/C ALL OTHER FRAMING MATERIAL 7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END OR APP EQ (TYP. ALL AREAS) T TO BE #2 DOUGLAS FIR OR BETTER. BRICK CHIMNEY TO BE EXTENDED y 2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. 8 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16D PER FOOT MATCH TO EXISTING r IS 3 PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION 9 TOP PLATE AT INTERSECTIONS (FACE-MAILED) 4-16D JOINTS-EACH SIDE �2" X 12" CONT. RIDGE BEAM, v UNLESS OTHERWISE SPECIFIED, 10 STUD TO STUD (FACE-NAILED) 2-16D 24" O C PROV 5/8" CDX PLYWOOD 4 PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF e'-O" O/C FOR ALL DIMENSIONAL ROOF SHEATHING (TYR LUMBER FLOOR JOISTS 11 HEADER TO HEADER (FACE-NAILED) 16D 16" O C ALONG EDGES ALL ROOF AREAS ) 5. FLOOR CONSTRUCTION 3/4"TONGUE AND GROOVE PLYWOOD SUBFLOOR FINISHED MATERIAL TO BE 12 TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-160 PER 2 X 4 STUD _ PROV. 5/8" CDX PLYWOOD APPLIED OVER SUBFLOOR GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. ROOF SHEATHING (TYR / \ 13 BOTTOM PLATE TO FLOOR JOIST, BANOJOIST, ENDJOIST - O G �'7 ALL ROOF AREAS.) V 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED - - @ 16' - C ALL INTERIOR HEADERS TO BE (2) 2"X10" UNLESS OTHERWISE SPECIFIED. OR BLOCKING (FACE-NAILED) 2-16D PER FOOT 2" X S' HDR. ABOVE - X 10" P P '9A PROV 40 YEAR "GAF"ASPHALT 2 7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS - ' 2 3-1/2" X 11-7/8" FLUSH \_2 O- - OVER IS US FEL (TYP. ALL AREAS) 0 WINDOWS WATCW 1-011 14 JOIST TO SILL, TOP PLATE OR GIRDER (1TOE-NAILED 4-16D PER JOIST l ROOF SHINGLE ' B ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH ENO OR AS SPECIFIED " X 10" C J aQ @..O LL PROV "WEATHER 8 ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. 15 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END - - 10, TYPICAL EXTERIOR WALLS AMC) ROOF TO BE SHEATHED WITH 1/2" EXTERIOR GRADE PLYWOOD OR MICROLAM BEAM 16" O C OF ROOF EDGE. 16 BRIDGING TO JOIST (TOE-NAILED) 2-BD EACH END 7/16" 056 PLYWOOD. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. I _ t 17 BLOCKING TO SILT_OR TOP PLATE (TOE-NAILED) 3-1 SD EACH BLOCK 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTER. 1/2" GYP BD ALL EXPOSED/ 18 LEDGER STRIP TO BEAM (FACE-NAILED)) 3-161) EACH JOIST DISTURBED SURFACES PROVIDE 6"CONT ALUM. GUTTERS AT ALL ROOF EDGES LEADER 19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-BD PER JOIST LOCATIONS T.B.D. PROV CONT. GENERAL ELEVATION NOTES ALUM. DRIP EDGE (TYP ALL AREAS) � ,I 20 BAND JOISTS TO JOIST (END-NAILED) 3-1 BD PER JOIST - - - PROV. 3/4" PLY. WD SUB FL � ', -I 1 EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, 21 BAND JOIST TO SI,_L OR TOP PLATE (TOE-NAILED) 2-16D PER FOOT - _ O CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION 22 STRUCTURAL PANELS 8D (SEE TABLE 3 8) - - 2" X 1 O" F.J. Q 16" 0.C. 2" X 10' F.J @ 16" O.0 EXTERIOR SIDING.PROV 3/8" INSUL. ID, UNDER ALL T PRACTICES ARD SHEATHING 3-1/2" X 11-7/8" FLUSH EXTERIOR SIDES.) �. MICROLAM BEAM DBL. 2"X 10" BOX BEAM ., 3. PROVIDEL APPROPRIATE SOFFITVENTILATIONAT OVERT HANGS TION AND ROOF VENTS. 23 DIAGONAL BO 1 X 6 OR 1" X 8" 2-BD PER SUPPORT AROUND STAIR Z" PROV 2" X 10" RIM JOIST O O 1"X 10" OR WIDER 3-8D PER SUPPORT 4 co GENERAL PLUMBING NOTES 24 GYPSUM WALLBOARD SD COOLERS 7" EDGE/ 10" FIELD ¢ Q VJ 0 25 STRUCTURAL PANELS BD (SEE TABLE 3 8) PROV."AZEK" TRIM W/ 1"VENTED SLOT W 1 PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND 26 FIBERBOARD PANELS (SCREENED). TYP ALL ROOF AREAS, O SAFETY REQUIREMENTS 2 IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR 7/16" 6D 3" EDGE/6" FIELD 5/8" F.C. GYP. BD_ ALL EXPOSED AREAS EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER 25/32" 80 3" EDGE/6" FIELD u (GARAGE INTERIOR ONLY) 2"X 6"WOOD STUDS W/ 1/2" 2 Ccll Cc GENERAL HVAC SYSTEM NOTES 2" X 10" F.J. � CDX PLY SHEATHING (TYP ) 0 0 27 GYPSUM WALLBOARD SD COOLERS 7" EDGE/ 10" FIELD 16" O C LL LL DBL 2" X 10" BOX BEAM R-19 HIGH DENSITY FOIL �I-- 28 HARDBOARD BD (SEE TABLE 3 9) AROUND STAIR FA. INSUL. ('fYP, ALL AREAS W W SISTER NEW F J ) 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 29 PARTICLEBOARD PANELS BD (SEE TABLE 3 9) AGAINST EX 3 1 " X 11 7/8" MICROLLAM BEAM D C F J TIN_ (TYR YR ALL AREAS) " CCA SILL PLATE SAFETY REQUIREMENTS. 30 DIAGONAL BOARD SHEATHING ANCHOR BOLTS 4'-C' O.C. 0 p 2 HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE (TYP. ALL AREAS.) m m CONTRACTOR, OWNER,SUBCONTRACTOR PROVIDE LAYOUT 3 HVAC ND EQUIPMENT UPPLIER FOR FINAL REV EW SUBMITIT TO GENERAL IN 24" SQ. X t2" ❑ P CONC,AND APPROVAL AL G CLEAN P CONC. SLAB ON EQUIPMENT SUPPLIER ;" X 6" OF 1" X 8" 2-8D P 4" STR. STL COLUMN BURIED 4 X 10" OR WIDER 3-BD PER SUPPORT LEAN COMP FILL e" P CONC FOUNDATION 0 FOOTING WALL W/ TB"X 1 O" D FTGS C ❑ 31 STRUCTURAL PANELS (TYP ALL FOUNDATION ) 7 LiIL EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310 1" OR LESS BD 6" EDGE 12" FIELD 0 N GREATER THAN V 101) 6" EDGE/6" FIELD O OLu t0 32 DIAGONAL BOARD SHEATHING Z) 0 1 MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM N fN� t0"1 2. OPENING SILL HEIGHT TO BEA MINIMUM OF 44 INCHES ABOVE FLOOR OF'. t" X B" N p 2-BO PER SUPPORT N 3, NET CLEAR OPENING SIZE TO BEA MINUMUM OF 5 7 SQUARE FEET t" X 10" OR WIDER 3-8D PER SUPPORT BUILDING SECTION FILE NO. Mc SECT _ 4 MINIMUM OF 5.0 SOAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANELEDGE 1-24-03 5. MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS, IF WALL SHEATHING IS NAILED 3" ON-CENTTER AT EHT PANEL EDGE SCALE WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE 6. MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 1/4"==1 '0" (ENCROACHMENT OF 6 INCHES PERMITTED FOR LADDER OR STEPS) SHALL BE USED TO MAINTAIN THE LOAD PATH ' WHEN WALL SHEATHING IS CONTINUOUS COVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 7. PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES. NAILS SHALL BE PERMITTED TO BE REDUCIED TO 1-160 NAIL PER DWG. NAME: 8. BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMITTED IF IN COMPLIANCEWITH MINIMUM FOOT NET CLEAR OPENING REQUIREMENTS ENERGY 9. BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE CALCULATION FROM INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE. - & BLDG. SEC. C Iv9 1a1' DWG. NO : S/Q. Ch v a T�,'a 02121�.^�O c A. 5-2 ire If - nPP���o FASTEST MILE WINDSPEED (MPH) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS PRESCRIPTIVE DESIGN TABLE 3 2 (AMERICAN FOREST & PAPER ASSOCIATION W � I 90 100 110 120 RESISTING LATERAL & SHEAR LOADS 0 U L S U L S U L S U L S PRESCRIPTIVE DESIGN TABLE 3,2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST& PAPER ASSOCIATION) O ] a CONNECTION, NUMBER ROOF SPAN OF (FT.) REQUIRED CAPACITY OF CONNECTION LBS)"'' STORIES: ( 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS UO o 12 50 402 92 402 139 - �t02 190 402 FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED (MPH) (MPH) 16 77 729 186 250 O C7 z SILL PLATE TO - 90 100 110 120 90 100 1t0 120 - FOUNDATION 20 103 165 234 310 1 24 130 202 282 370 BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT Z m - (CRAWL SPACE OR - ANCHOR BOLT FOUNDATION BASEMENT) 28 157 239 330 430 CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN.) W SPACING (IN.) b 32 184 276 378 490 U _ 1 STORY 36 211 313 426 550 - - - - - - SILL PLATE TO FOUNDATION• 2 STORIES ALL' 23 36 W N -- 20 56 681 264 - 881 206 05W 291 - 681 (CRAWL SPACE OR BASEMENT) - - -- - - - 24 89 325 260 358 3 STORIES 15 23 1 28 2 3' t9 28 - r( II 119 386 314 426 J U h �l 32 149 447 ,A, 368 A. 493 WALL PLATE TO FOUNDATION' 1-3 STORIES 36 179 509 422 561 (SLAB-ON-GRADE) 6' 36 57 28 81 60 183 - 60 297 - 60 422 960 3 32 114 z3o 357 497 UPLIFT, STRAP CONNECTION REQUIREMENTS '-LI 36 148 276 417 572 U CONNECTOR UPLIFT LOAD. (ROOF-TO-WALL, WALL-TO-WALL, AND ' 12 50 143 421 92 176 421 139 213 421 190 254 402 L = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) WALL-TO-FOUNDATION) WALL BOTTOM 16 77 129 186 250 PLATE TO S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) FOUNDATION 20 103 165 234 310 PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3.3 1 24 130 202 282 370 ' ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4 (SLAB-ON-GRADE) ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF). I 1 28 157 239 330 430 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O.0 (731 PLF) BUILT (AMERICAN FOREST & PAPER ASSOCIATION) 90 100 110 120 U IN ACCORDANCE WITH SECTION 3.4.4. 32 184 276 378 490 ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O.0 (421 PLF) BUILT IN ACCORDANCE WITH SECTION 3 4 4 NUMBER OF BD COMMON NAILS ROOF SPAN 36 211 313 426 550 , FRAMING SPACING END OF COM X N z ' Y 24 58 43 421 126 76 421 206 13 421 291 254 421 (IN.) (FT ) GAGE STRAP" uj 28 89 170 260 358 0 2 2 2 3 3 Q 2 32 119 211 314 426 6 2 3 4 36 149 N 253 N, 368 N, 493 20 2 3 3 4 179 294 422 ss1 SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS 2 4 5 W '' W 28 81 143 42\ 183 176 4 297 213 4 422 254 9B0 � : Z 28 3 4 5 3 32 114 230 357 497 38 148 276 417 572 RESISTING UPLIFT 32 2 4 6 6 Zi 36 2 4 5 7 U = CONNECTOR UPLIFT LOAD. PRESCRIPTIVE DESIGN TABLE 3 28 ALTERNATIVE TO TABLE 3 2 (AMERICAN FOREST& PAPER ASSOCIATION) 12 2 3 3 3 L = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL) 16 2 3 3 4 S = CONNECTOR SHEAR LOAD. (PERALLEL TO THE WALL) 1/2"ANCHOR BOLTS 5/8"ANCHOR BOLTS 20 3 4 3 4 ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1 1 A TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF). FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED 16 24 3 4 4 5 ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT (MPH) (MPH) - - - - _- -- - - LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 28 3 4 4 6 'TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING ATTACHED WITH BO 100 t 10 120 90 100 110 120 - - - --- - - -- --- - - - BD NAILS SPACED 6"AT PERIMETER EDGES AND 12"AT INTERMEDIATE SUPPORTS) FOR OTHER WALL SHEAR CAPACITIES THE REQUIRED SHEAR CAPACITY OF THE 32 4 5 5 6 CONNECTION SHALL BE INCREASED 36 4 4 5 7 U ANCHOR BOLT FOUNDATION SUPPORTING. MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT CONNECTION SPACING (IN.) SPACING (IN.) 12 2 3 4 5 C 16 4 _ 4- - 5 L FASTEST MILE WINDSPEED (MPH) SILL PLATE TO FOUNDATION- 20 3 4 5 6 (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 72 72 72 72 72 72 72 - 4 6 7 PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION - 28- - 4 5 ] B � 32 4 6 7 gp 100 110 120 - WALL PLATE TO FOUNDATION 1-3 STORIES 40 33 28 25 51 42 36 32 36 5 6 8 RAFTER/TRUSS ROOF SPAN L S L' S lY L' S U' L' S (SLAB-ON-GRADE) t2 3 4 5 6 Q ur SPACING (IN.) (FT.) REQUIRED CAPACITY OF CONNECTION (LBS) "' - 16 - 4 5 7 Q 0 12 145 143 210 198 176 210 256 213 210 256 254 210 20 4 5 6 8 T 16 1 243 316 316 2 2 4 7 ' II �1 28 5 6 B LLI 20 212 289 375 375 Z RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR 32 5 7 J 0 24 245 335 435 436 28 z7s 381 495 495 CONNECTION REQUIREMENTS k. 3s s a - - N 32 312 428 555 555 W 36 346 474 615 615 PRESCRIPTIVE DESIGN TABLE 3 3A ALTERNATIVE TO TABLE 3 3 (AMERICAN FOREST & PAPER ASSOCIATION) U' = CONNECTOR UPLIFT LOAD D 12 193 191 280 264 235 280 341 284 ::80 427 339 280 L4 CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 16 2 325 421 52B 1/2" ANCHOR BOLTS 5 = CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL) FASTEST-MILE WIND SPEED a cc 20 282 386 500 626 O C (MPH) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF (2/3 X 15 PSF) IFA CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT LL LL 16 24 327 447 580 726 BO 1007 00 110 120 CONNECTED TO THE ROOF ASSEMBLY. THE TABULATED NUMBER OF NAILS SHALL BE F- 28 371 509 660 826 ICREASED BY 1 NAIL AT EACH END. L FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER W W 32 416 570 740 927 RAFTER/ MAXIMUM ANCHOR BOLT OF NAILS SHALL BE PERMITTED TO BE REDUCED BY t NAIL AT EACH OF THE STRAP FOR EACH D O CEILING JOIST WALL(FREIGHT SPACING (IN ) FULL WALL ABOVE. (� D 36 461 632 820 1027 SPACING (IN.) Q D J 7 12 232 229 336 3111 2B2 336 4111 284 2110 512 406 360 m m 0 0 18 2 390 505 631 3 3 3 H O D 20 339 463 601 751 7 D 1 24 392 537 696 871 N N 28 446 610 702 992 32 499 684 888 1112 16 8 3 3 3 3 n O 1% 10 3 3 4 N tNt�� m 36 553 758 984 1232 _ p N 12 290 286 420 396 352 420 512 426 420 640 508 420 FILE Mc-SECT 16 3 487 631 789 24-03 20 423 579 751 939 8 3 3 4 5 0 3 4 5 SCALE: 2 24 490 671 8]0 1089 1/4"= 1 '0" 26 557 763 990 1239 DWG NAME 32 824 855 1110 1390 36 69t 947 1230 '540 = WHEN1 DID CEILING EIILING JO STS ARE INSTALLED AILS SHALL BE IT-TED TO BE P RALLELSTITUTED TO RAFTERS,THE SSID QUMMON O OF TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL NAILING = CONNECTOR UPLIFT LOAD OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED UY ' TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED SCHEDULE L' = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) TO A 2 X 6 TOP PLATE S = CONNECTOR SHEAR LOAD (PERALLEL TO THE WALL) TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF) ' TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0 85, RESPECTIVELY, FOR FRAMING MOT l.} 9+1 DWG. NO LOCATED WITHIN 8 FEET OF BUILDING CORNERS. $� p 'TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WAI-L OR WALL-TO-FOUNIDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/3 X 100 PLF) FOR EACH FULL WALL ABOVE. 1 -y - TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES; SHALL BE J`' 'O '-, - �Rc� A. 5-2a �� 4P 6. 02D2L§.• PERMITTED TO BE MULTIPLIED BY 0.80. (2) 2" X 12" RIDGE BEAM KANT-SAG LSTI22 OR WALL STUD SIMPSON LSTA21 STRAP WITH IT 6) 1 Od X 1 1/2 FASTENER (STRAP REQUIRED FOR 16" JOIST WALL STUD r w q DEPTH OR MEMBERS WITH SLOPE OF 7/12 OR GREATER) - c BOTTOM PLATE h ATTIC BAND JOIST ~ z l SCREW THROUGH BRACE rv� INSULATE WALLS, AT EACH FLANGE a 1 ' INCLUDING TWO- MEMBER FLOOR SUPPORT BEAM y„ � - THOSE NEXT TO �2"X 10" RAFTER (FLUSH) PILE CONNECTION OF WALL TO FLOOR FRAMING 0.76" X 33 MIL F UNCONDITIONED SIMPSON LSTA78 STRAP WITH SPACES. (12) 1 Od FASTENER '� .. o s rl CONNECTION S BAND JOIST TO SUPPORT O x-, .� CONNECTION OF RIGDE BEAM D3 SIMPSON LTP4 STRAP (12) Bd X 1 1/2" TO ROOF RAFTER �� CRAWL SPACE A 6 (EXAMPLE) �.� CONNECTION OF WALL D6 TRUSS BRACING TO FLOOR FRAMING. A. 6 _. (MISS (EXAMPLE) X- BRACING V TRUSS/RAFTER ROOF TO TOP PLATE (EXAMPLE) A. 6 fTl a a M+� - LOCATION OF WALL INSULATION D SHEATING TO (RPS4) (EXAMPLE) TRUSS A. /—TOP PLATE 2x6" q WALL STUD y� " (3) 2"X 10" CONNECTION OF WINDOW I"� - WALL STUDS WINDOW HEADER TO EXTERIOR WALL, HEADER SIMPSON LSTA18 STRAP WITH DOUBLE (12) 1 Od FASTENER, : �. CSSTUD O STUD TOP PLATE 10d NAILS OR 16d SINKERS STUD TO BAND JOIST 3" O.C. VERTICAL (C516) 2"X6"� 4" O.C. HORIZONTAL j HEADER ANCHORAGE METAL HURRICANEACK CONNECTOR STUDS (LSTAte) STRONG-WALL WALL (STHyEEARAWAL SHEATING EACH CORNER) L AT 11 2" X 8" BLOCKING (2) 2" X 4" TOP PLATE CONNECTION OF TOIp CONNECTION OF WALL SHEATHING D7 CLIP ANGLE (BOTH SIDES OF D4 TO STUDS AROUND WINDOW HEADER PROV. 11 7/8" BOX BEAM CONNECTION) MIN. LENGTH = JOIST WALL PLATE TO WALL STUD. PRE-ATTACHED W A, 6 6 PH06 WITH SILL PLATE TO WEB DEPTH MINUS 1/2" (EXAMPLE) 2) SDS 1/4 X 3 FOUNDATION Q �.� FASTENERS PLATESING USP FASTENERBEARING ( O m 1 SILLILL PLATE ATETET LL 2"X6" BAND JOIST FOUNDATION O WALL FLOOR FRAMING t (BP) 2" / 1 } X 10" RAFTER STUD SILL PLATE ' V WALL FOUNDATION —4 SHEATHIN USING USP BEARING 8 SCREWS (4 PER LEG 0 II PLATE FASTENERS WITH (7)Bi Od XING/2 FASTENERP 1 0I Iji ONNEDTION OF WALL (HBPS/LBPS) OF CLIP ANGLE Z (3) 2"X 10" ) / I� W TO STUD AND RAFTER HEADER lIl III EATH9NG TO WINDOW HEADER V TWO- MEMBER FLOOR SUPPORT BEAM IliONNECTION OF WALL PILE CONNECTION OF FLOOR FRAMING pl SHEATHING TO 2"X 6" STUDS TO SUPPORT BEAM, SIMPSON LTS12 JACK II Og JOIST TO HEADER JOIST Q " INTO FLOIOR JOI ! ST AND SUPPORT BEAM METAL FASTENER SCHEDULE BIRDSMOUTH CUT D2 STEX(EXAMPLE) A 6 LOW END OF JOIST ONLY A 6 CONNECTION OF WALL SHEATHING Z H CONNECTION OF FLOOR FRAMING Dg ADER (EXAMPLE) �_�' TO WINDOW HE (EXAMPLE) A 6 A. 6 �� (EXAMPLE) MM� W 3.5" MIN INTERIOR MAM INTERIOR EXTERIOR J GRADE II Q I GRADE GRADE �3 5" MIN. L L, 7W� rv� 'LI .I I L L P P P - P "I W rn Q V J FIELD APPLIED 2"X 6" TOP PLATE W w WoFLASHING d 2"X 6" TOP PLATE MONOLITHIC SLAB WITH Ir FLOOR JOIST INTEGRAL FOOTINGyy W W ir N 8" W 18" MIN. FINISH GRADE SLOPE 1/2" GROUND SUPPORT SLAB BASMENT OR CRAWL SPACE (BASEMENT OR CRAWL SPACE MIN PER FOOT, MIN, 6 FT. FROM WALL WITH MASONRY WALL BASEMENT OR CRAWL SPACE AND SPREAD FOOTING WITH MASONRY WALL AND (WITH CONCRETE WALL AND WITH FOUNDATION WALL SPREAD FOOTING ;SPREAD FOOTING BEARING DIRECTLY ON SOIL 6 MIL POLYETHYLENE I _ 0 0 FILM PRESSURE PRESERVATIVELY 0 O '—TREATED 2" X 6" STUD WALL O 0 PRESSURE PRESERVATIVELY FLASHING PER TREATED PLYWOOD SECTION R703.8 9 no SLAB-ON-GROUND FOUNDATION FLOOR 0 O PER SECTIONS R403.1 AND R506 p p PRESSURE PRESERVATIVELY N N TREATED 2"X 6" BOTTOM PLATE SLOPE FINAL GRAD3IE In N FOUNDATION 6„ PEFt SECTION R403,3. 2 1 m T PERIMETER p o m 12" � n 9 N O MAX. + n o w PRESSURE PRESERVATIVELY TREATED 2"X 8" FOOTING PLATE '____� FILE No. INSULATIO PROTECTION E NO,DETAILS—CUR PER SECT N R403 3 1 6" GRAVEL OR 1-19-03 CRUSHED STONE BELOW FROST LINE 12 MIN, 4� 4" INSU ION 1/4"= 1 '0" (NSU ION 8.. DWG NAME l C 1 CONSTRUCTION DETAILS . HORIZONTAL INSULATION „V` �� ....Po-, NOMINAL 4" SCREENED �°�✓c DWG. NO : AND WASHED GRAVEL OR CRUSHED STONE, y At.WOOD FOUNDATION DRAINED PER SECTION B A CRAWL SPACE SECTION R403.3.2 INSULATION DETAIL HORIZONTAL INSULATION PLAN z 0 Z _ 4,. 4" 4" ad WALL T WALL T WALL N u 21" CLEARANCE �A VENT i - — — — — — — — — — — — - �. .. .. .. .. . " 2ND FLOOR CEILING It I I � II 3' .I I 1 IWII _ - . ZIY Lu 8,SIN O WALL WALL w.a �W� li W Il li Z lue 2 ZI - - - - - - - - - - 30' SECOND FL.0- DECK - C.O. 4• a•veNt- - I 1 � I 24" CLEARANCE 21 3 IN FRONT OF OPNG. CLEARANCE � U 4a• I I \ I I V-91. 0 ' 112' 9._y - _ -_ -t - --- K SIN S.SINI< 5�_sn 0 0 Q I Q0 15.. WALL I Z C[ I J2 O F 2" z, a WALL 9NWR Q � I Q - - - - - - - - - - - - o U 4.. W Q FIRST FL. DECK IA C.O. - (,,.( p V! 4 4 \ _ — — — — — — — — — — — — — C.O. ,. I 1/8" SLOPE PER 1-21 f 3 CLEARANCE BASEMENT TO APPROVED ¢ SANITARY SYSTEM R R 0 o PLUMBING RISER_ DIAGRAM_ ° N.T.S. SCALE: 1 '= 1/2" m 0 m TOILET, BATH AND ° W SHOWER SPACED WALL W SCALE : V = 1 /4" - °w °d N N (N� O N O O N FILE NO. Mc-SECT-CUR 1-24-03 1/4"= 1 '0" TOILET, BATH , AND SHOWER SPACE DWG NAME N.T.S. SCALE: V=1/4" PLUMBING DWG. NO • '', ' A. 7 GENERAL NOTES : ------ - --------------- ---- . _. - ---- ---- ------- ---------- - --i � -------DESIGN c�tITI�P��,� � s CL-IMAT-E AND L:aEORGR,APHl1.:: L :n't = lt P`a CF- TERIA REF. TABLE R301 .2(2) ( T 1 .ALL WORK 51-(ALL CCiMI''Lti'VtiITH FEDERAL, "L4Tt, ArJb LOCAL. BUILDING CODES �- __ T '___ ___-_______._- __ -_-_-_,__,____--_-_ ____ _____ ___ _ _ _ �r•C� AND ORDINANCES. TA3LE 301 z (RESIDCN rLAI. CODE OF NEV.' " AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) YORK) y 2 BEFORE; COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE - WOOD FRAM_ C:JNSTRLICIIUN OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND GROUND Vt9ND SC-ISMIL' SUFSJECT TO D,=fJIACiI FI?:J�LI ZONE ROOF > 30' 40" X 1.53 ROOF 9U`_40" X 1.53 WIND SPI_=i_D VP'3FIKER'S COMPENSATION CERTIFICATES AND NAM IES OF ALL SUB-CONTRACTORS __—_____-_---- ____ ___- ____ _ -._-_ ____________--_____� 'n/INTER T ICE SHIELD FLOOD - SNOW DESIGN FROST LINA_ DESIGN UNOGRLAYMENT HAZARD 3 23 i 3J 3 -ai 4 12'O MiHFi D v J � LOAD SPEED (;NIPH) CATEGORY Eq'fHERItJG - - IFRFAI TE DECAL' l'ENIF REQUIRED /�•� p� 3 THE CONTRACTORS SHAL-I. DE RESPONSIBLE FOR ALL DIMENSIONS' AND _ - - DEPTH -, CONDITIONS ON THE JOB, TI IG ARCHITE=CT MUL r BE NOTIFIED OF ANY VARIATIONS Qzz LOAD BEARING FROM -THE DIMENSI014S SHOWN VALUE.OF Cj 4 TETE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE EXPOSURE CATEGORY B SOIL 3,000 PSF r - c MAP * 3610300166 G DRAWINGS UNLESS Ol"REEK^."LSE NOTED. 45 PSF 120 MPH D 1 "SEVERE" 12" FOOTINGS MODERATE TO TO DRAWING LIST :HEAVY MODERATE ZONE 11B 11" 'VE8 EFFECTIVE DATE O Z - MAY 4TH 1998 I 5 THE CONTRACTOR SHALL BE RESPOrdSIBLE FOR ADEOUATEL'( BRACING AND USE-16" OTECTI ALL WORK ' LSTUCTIN AGAINST DAM E, BRE A � -- ------ ----- --- A.SITE SITE PLAN CODIAND MIS-ALIA ABLE ---- . A0 FOUNDATION/DEMOLITION ° -1i CODES. 6. THE CONTRACTOR SHALL PAL' FOR AL PERMITS, FEES, AND COSTS RELATED TO A. 1 FIRST FLOOR PLAN THE WORK OF THIS CON TRACT U.O.N CONTRACTORS SHALL INITIATE ALL REQUIRED - INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U O N THIS SECTION OF A,2 SECOND FLOOR PLAN 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN PND IS STRUCTURE TO BE REMOVED. A.4 BUILDING ELEVATIONS RESPONSIBLE FOR REMOVAL 01= ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE � — NEWC.J. SISTERED / A.4-1 WOOD PANEL SCHEDULE 13, ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFOREEN CONDITIONS SHALL BE qp DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HISS' .AGENT PRIOR TO TO EXISTING �i '^ Z' STARTING ADDITIONAL WORK _THIS SECTION OF A.5-1 BUILDING FRAMING PLAN _ 3 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING � NEW R.R. ABOVE / STRUCTURE TO A.5-2 ENERGY CALCULATIONS/SECTION - EX. C J TO REMAIN BE REMOVED. PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER' JOISTS AT ALL OPENINGS 1^ NEWJOISTSWILL 81-'�.� EXISTING C ,.I } �\ ✓✓✓ A.5-2a NAILING S" -EEDULE REFER TO CONSTRUCTION DRAWINGS FOR SIZES I � SISTEREDAND ALIG"E° ����'oBEFrEMOVe°'- RE-USE A.6 A.6 C;ONSTRUCTION DETAILS 10 ALFRAMING LUMBER r0 BE DOUGLAS' FIR 02 CONST GRADE OR BETTER WITH FXISTING. 24 16 11 THE CONTRACTOR SHALL. PROVIDE SHOP DRAWINGS FOR ALL SPECIAL 'WORK _ _THIS SECTION OF / L_ -- S / L SUCH AS BUT NOT LIMITED TC MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. STRUCTURE iO -�_ ALI_ SHOP DRAWINGS NEED l-FIE APPROVAL OF THE ARCHITECT BEFORE i BE REMOVED PROCEEDING. f DEMOLITION NO-'SES : � CONTRACTOR'S NOTE : 1 THE CONTRACTOR SHALL FURNISH ALL LABOR AND MAI E9IAL AS REQUIRED TO 1} W COMPLETE THE DEMOLI f ION AND REMOVAL OF ALL ITEMS 43 INDICATED ON THE 10 BE C J & R R J DEMOLITION PLAN (S) l'O BE E\TENCIED�. AFTER THE REMOVAL S INTERIOR PARTITIONS, 2 THE CONTRACTOR SHALL FXECI.JTE THE WORK WITHIN THF REGULATIONS OF r THE CONTRACTOR MUST INSPECT AND NOTA,' \/ � THE ARCHITECT OF THE ORIENTATION 01= Z Y THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDING EX, C J 10 RC ANN CEILING JOISTS. AT THAT POINT THE ARCHITECT TEMPORARY PROTECTION AS REQUIRED EVERY PRECAUTION SHALL BE TAKEN AS �^ NEW.1015 TS 1:9L I- BE'- DETERMINE W TO NOT DISTURB EXISTING; ELECTRICAL, MECHANICAL, AND PLUMBING WILL IF FLUSH HEADERS WILL SISI-FRED At.l6 AI_I3NFl7 0 NEED TO BE INSTALLED OR IF ANY OTHER Q 3 THE CONTRACTOR SHALL REMOVE ALL*ILL CONDUITS LEFT AFTER '✓VITH EXISTING ! TYPE OF STRUCTURAL MEMBF_R WILL NEE D DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED I J TO BE USED. �/� r P, 1 EXISTING FOUND. �+ DEMOLITION LLL-.C� ENL7 . V'fAl-L TO REMAINJ --- Lu NOTE 0:^ z _ -----.- _ -J`' \.• r. .^.u.�..,=.~~.^V�^=:.�..�..V..- �_ r. COVEPROV 2 VENTILATION OPENINGS LL L I]� COVERED WITHACOOPENIN Z EXISTING PARTITION TO PSC- REMUVEC' rc— P' GENERAL NOTES : ELECTRICAL L.E(M ;aFND : _ _ DOO_ R �_ (..._i �t_I � �.- _— ) (Jl ._�..E 1 ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES NOTE ALL ELE(:'rI V::AL NJUFfK Ti) BE IN .4CCC1Ftl.iANCC:WITH THE RULES AND I t ST -L^flR �� N ALLIN INTERIOR SING TO BE STANDARD COLONIAL C, SING CLEAR PINE AND ORDINANCES. _ __ UNLESS' 011-IEP R ISE Nr:'"`S' REGULATIONS OF THE N Y.B.F.0 AMD A CER ITF!CATE PROM THE N Y B F.0 IS TO --- -'--1---- O� -'-- ----'FS-(:i(}F`---i---- l'F�4NST,l,P4 ]�tSY'-- —"— - BE PRESENTED 70 THE OWNER AT THE COMPI.ETION OF THE. JOB DOOR Iii VVIDTH ,HEIGHT tv1AiC IRI PRIVETS C,I Aa°_ OFERA-i ION HEI_a ice_ FIARDNVF�_f-7V- CVOTF°: ALL WINDOWS l O E4F_ ANDERSEN WITH STANDARD ANDERSEN HARDWARE 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE , ( -1--- -' -- OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND NOTE, THE OWNER :SHALL PROVIDE_ALL LIC)l I TING FiXTUI?6 i I W LESS O i HF_RA ISE fE)x _ CC LI-IR TO BE WHITE PROV. SCREENS FOR ALL WINDOWS. NOTED ALL OTHER ELECTRICAL CQUIPMENI ANU MAT L TO BE SUPPLIED BY THE r%L b• -- - 1- �- -- ----"-"� `. WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS - �� r ----- l - - ' E'-1U Y\'GOD 2-FLAT >WItJC3 EIVTR''' ELECTRICAL CONTRACTOR . r.___.___. 3. THE CONTRACTORS SHALL 8E RESPONSIBLE FOR ALL DIMENSIONS AND (2� 2'-G" 6-101, WOOD 2-FLAT IS'J`/ING TIL+ 1r Dr�� n � SPECS -' UNE ALL WITCHES AND RECEPTACLES TO BE L.LTTROI`I', 'UFCORA" IN Cr_ (` ' L-_ EM1ITR'! �N�V y y „�D 'LUTi � CONDITIONS ME THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS _ _ 3;-- -- ------ ---.-_.. TRIMS TO BE WHITE. 1 -__ FROMTHEDIMENSIONSSHOWN, ' d)PAIR .� J G'-8" WOOD ^ !"U:TFOLDING CLOSE"1 _ ______ IN,ARVIIV ROUGH I'-IOU13H rJ i=i 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE r•JOT E' ALL.OUTDOOR LIGHTS AND PORCH LIGH IS ARE CONTROLLED BY TIMERS ------ —" -----'� 1p ENCE OPENING OPEC!IN0 CITY. U Dr LOCATED IN ELECTRIC PANEL DRAWINGS UNLESS OTHERWISE NOTED 2ND FLOOR _ m DUPLEX ELECTRICAL RECEPTACLE �,)- —_ _ _--_____,__ _- _ -_.._S _ - __..,_ -__ ____._ __ -. .. __- �1] - _ 2 IGT HEIGHT Cry m _ __,_-_ CLOS/V Y 2" 1 4 7;G" 4'-O tit" 1 EGRES'S �7 z5. THE CONTRACTOR SHALL BERESPONSIBLE FOR ADEQUATELY BRACING AND6' 8" WOOD 1_FLAT SLIDING I-IALU .f+. --PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, �GFl DUPLEX RECEF'I_TAC LE/GROUND FAULT INTERRUPT -- - — E=— (I, 10 V-10 1/8" 4'-0 7/8" 1COLLAPSE. DISTORTION. AND MISALIGNMENT ACCORDING TO ALL APPI_ICABLF= (`3� 2' 6 G'8" WOOD2--FLAT r NGL, CLOSET12)PAIR G'O 6-msc DUPLEX SEPAF!ATE CIRCUIT RECEPTACLE _ _ ______ BER CODES, -- E 2'-47,M" 4'-07/2" 2 EGRESS6ER WALL SWITCH $ 3-WAY WALL SWITCH $ 4-WAY WALL. SWITCH 8" 8 7/86 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO 6 2 2-G t/ s- THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED 19 E OR APPROVED EQUAL l6 6'-e" WOOD 2-FLAT' SbVING pEDRiJOM RECFSSEp DOINNLIGHT 100vv LIGHTOL - ) %Jfi - -EXTORTOR MUUVTFD DOWNLIGHT IOObV; 2' 2 1/8" 4' R 7/8" 1CEILING MOUIVI"ED JUNCTION BOX ° _ __ bVALI_ MOUNTED JUNCTION BOX INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT. ( ) „ (t 6 2'-6" u'-e' WOOD 2-FLAT SWING BEDR0061G W 04 N 7 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS - MOUNTED ( �6l 2'-4" 6' 8" WOOD r2-FLAT SW'IM1IG BA 1 HRGOM -- __ . -_ RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR AL.I_ TRADES FROM THE JOB SITE ---- --- - - - "' -- — ----- TOTAI_ G _ WALL MOUNTED DUAL SPOT LIGHT LUNLE;}$ OTHh:RWI$E SPECIFIED h�) - 7'-6" 4'-D" WOOD FLAT -- }S-W-ING CLOSET ----- �I � � N 8 ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE '� INSL4LL SEGLIRELY ON UNDERSIDE OF aOFFIT ) (18) p, 10" G'-6" WOO) -F WING LOSET - �j DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO 1. f _ _ �_- --____ ` THL'SE WINDOW'S MEET NATIONAL AINU LOCAL �� v b STARTING ADDITIONAL WORK NEW CEILING, MOUNTED JUNCTION B0.1 JR RFC'ESSFD CY.HA'�LJST EGRESS CODES FOR FIRE EVACUATION, o' FAN "GROAN" HL.AVV DUTY UNIT OR APP -(JU4L yy 9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUE NTNG �r EXT MOUNTED LIGHT WITH FAN PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS A7 ALL OPENINGS. REFER TO CONSTRUCT DRAWINGS FOR SIZES Osr SMOKE DETECTOR/CARBON MONOXIDE UE TEC•1 OF: TO BE HARD WIRED TO CENTRAL CONTROL BOA' IO ALL FRAMING LUMBER TO BE DOUGLAS FIR M2 CONS GRADE OR BETTER d I NEW l'ELEPHONE RECEPTACLE 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK Q r CABLE TV RECEFTACLE SUCH AS BUT NOT LIMITED TO MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE q` VACUUM OUTLET ("ROVIDE NECESSARY ELEC POWER) , PROCEEDING INSULATION NOTES : PLUMBING LEGEND : W EXISTING EXTERIOR WALLS. 2"X4" WOOD STUD R-15 HIGH DENSITY INSULATIONOp PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED v/ BY 'CERTANTIFED' OR APPROVAL EQUAL ON CONSTRUCTION PLANS), FOLLO\4' AI_I_ NECPSJ-ARY N Y C AND N Y S 7 NEW EXTERIOR WALLS 2"X6" WOOD STUD R-19 FOIL FA HIGH DENSITY INSULATION BUILDING CODES THAT APPLY TO WOR1•. BEING COMPILE]ED P'ROV ALL ` i BY 'CERTAINTEEDOR APPROVED ECLIAL NECESSARY DRAIN `JAL/ES W 0 NEW ROOF R-30 KRAFT'-FA, INSULATION BY'CERTNNTEED' OR APPROVED EO *F PROV FLOOR I RAIN AND 10 ,JAL SI IMP Q 'i �- CRAWL SPACE: R-19 KRAFT-FA INSULATION WITH PROPER WIRE TIES INSTALLED AS PER N 7 S BUILDING CODE -+-------f!'-."'-------w. _NEW BASEMENT! R-10 RIGID FOAM 20" BELOW GRADE AROUND ENTIRE *HB PROVIDE FRU.':) FREE HOSE RIES ,\\ " I -- --- NOTE W Z BASEMENT PERI MITER _._ IYr vr -4'----u.. .�-- ry UQ FV�T BEGIN C(JN`,iTRI,JCr (}N BASEMENT CEILING R-19 KRAFT-FA. INSULATION WITH PROPER WIRE TIES *S SHOWER h!EAiI ice.-_`;_,'• t INSTALLED AS PER N Y S BUILDING CODE (r_ ON THIS SECTION UNTIL DHAWING lI IS AMMENDED BY THE SOUTHOLD l TOWN BUILDING LDEPARTMEcNT. 'y CONSTRUCTION LEGEND : J -M„ )EXISTING EXTERIOR PARTITION TO REMAIN PROV 112" GYP BD & R-15 HIGH --- �L DEMS'11 Y INBULATIOH TU PLL EXISTING EXTERIOR WALLS" U 1 0 EXISTING )INTERIOR PARTITION 7'O REMAIN PROV I LAYER 1/2" GYP. BU w ETXITIV'.E. 'y! (I BOTH SIDES OF EXISTING WOOD STUDS CLR PINE 4" COLONIAL. BASE TRIM TO FIFP.q AJt-�- ---'\ - _-- -- wi ov, ISne,P„ WIN _ NEW EXTERIOR PARTITION- 2- X 4" WOOD STUD WALL W/ 1/2" CDX PI_YWU .y _ ___-___-_""____-..___82,"/, _-"1___.-__" -_".-_-- __-,__.4._I� -______--- nJ -- -- " N/ �5�6„__. _ EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6” EXPOSURE PERF WD. �� SHINGLES PROV 1 COAT BLEACHINGCHING OIL 1/? C: " GYP BD. SREWED;TAPED Fes; CUR PINE 4" COLONIAL BASF TRIM, & R-19 FOIL FACE INSUL (HIGH DENSITY) I _ _ (SCREWIJEVJ INTERIOR FAR NJ X 4" WOOD STUD WALL WITH 1/?" GYP. BD I I S LrD/TAPED) APPLIED BOTH SIDES NOTE PROVIDE MOTS FORE RESIST GYP BU. (GREEN ED ) FOR ALL BATHROOM WALL AND CEILINGS I GCMEfJilN.4LL ED FOR ALL TIL[ AREAS ---Ll d --_ «� I ANINUONI uo.NAu_ TRIM SEI°n-I_,LoSs RE_tjSl Exl61ING —, � � II O o ( POINT' OF LOAD PATH FROM - py ) _ i ROOF 10 FOUNDATION If IF X)„I•" C � 1 r �� _ _ d� FLOORING LEGEND : x c, ( _ "' - Q 2 1 �- 1 3/n K9 1/2" I '✓.I. MIC;RULLAM u v1 / __.-.__._ _ .. 0 >2._,,. Z W L HARD'✓v'OOD FLOORING-SELECT`.NHITE OAK 2 ti4"W , 16LB. FELT., (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE x > u / I- 'l� I@I'So . _ VJ SUB FLOOR-USE 3.4" THICK PLYWOOD GLUED AND NAILED � � of RL,vgCl'✓ED I�'�'�. �' � SUB FOR TILE AREAS 1"0 BE SCREWED AND GLUED /�/'°�\ u = I =! U R� EXIST G ALL AREAS PATCH SANDED ARE/+. AS REQUIRED rFr .E+01:'_-c' N m POLY EXISTING WOOD FLOOR TO BE SANDED & REFINISHED W,'2 COATS SATIN _ a3 CERAMIC TILE - "AMERICAN OI_EAN" TILE OR APP EQ TILE 10 BE INSTALLED ---- -- OVER -_ -_OVER 1i2" CEMENT BOARD U O N WALL AND FLOOR GROUT TO HAVE <<"1 W WATERPROOF ADDITIVE MIXED IN Ili Y:AA - ----, CIS 0 {-_T— LL Z r _ _ - E_ C � - - --- --fE Uw 0 0 In --- 0 0 0 0 0 0 E)(IS11NG FI'JCIN' 3100F J (` F, TO REMAIN N 0 N IIS�1 ------ -� _NEW COVERED DITRANCEABID',E 0 0 o m ----_---- CCL ?"XB' r;L:UJS'T FR N m 0 N N O FILE NO. PROPC D FIRST FI....0yaV Ko_tCP_CUR 7-09-02 8,32 SID FT ALE: 1/4"= 1 1011 DWG. NAME: FIRST FLOOR a ;13 DWG NO A. 1 GENERAL NOTES : ELECTRICAL LEGEND : -- ------D—O—O--R-- SC-l----l- -F- 1_­-`-)-U- !_ E ------- - --- W i N D OW LEGEND : N . w 1. ALL WORK SHAD_ COMPLY WITH FEDERAL, STATE_, AIVU LOCAL BUILDING CODES 1ST. FLOOR NOTE. AEI_ INTLnF!IOR !„ASINO TU BE STANDARD COLONIAL CASING CLE AR PINE Lx AND ORDINANCES. NOTE. ALL C:LECTFJCA.L WORK"f0 BE IN ACCORDANCE WITH THE RULES AND LIWV ". >S OTHERWISE NOTED REGULATIONS OF THE N Y B.F.0 ANDA CERTIFICATE FROM THE NY B.F.U. IS TO --- ----- r-------- - DOOR ID V1'IDTH HEIGHT �_ PANELS Inp'TR-----I i-1JINrtiC_)M fSOU�- -- BE PRESENT"ED Tp THE GWNER Ai THF rpnAP1.E'rION OFTHE JnB. MAT RIAL DCL j3 'Orf3R/''Tit/N � __ HEI H HARDWARE _ NO�. - ALL WINDOWS 1'O BE ANDERSEN WITH STA,JDARD ANDERSE-1 hARD�VAPE 2 BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE - -- �C 1 NOTE' THE OWNER SHALL PROVIDE AU_ LICH TING FWTURES U14LFSS OTHERNLSE ` - OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND ,� - _- _ l -- - _ COLOR TO BE WHITE. PROV SCREENS ALL OTHER ELECTRICAL EQUIPMENT APJU MA'f'L_ TO HE SUPPLIED BY l'IiE --�— WORKERS COMPF_NSA TION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS. 1 I 1 .-- WOOD 2-FLAT Sh'IhIrS, -- 'I-LN_, FOR ..LI. WINDOWS ELECTRICAL CONT:TACTOR. " 6” 6'-t0 E -_-_ _ -..___-_ PlINt __- _ 3 THE CONTRACTORS SHALL BER ARCHITECT FOR ALL DIMENSIONS AND NOTE ALL SWITCHES AND RECEPTACLES TO BE LUTRON', "DECORA' IN COLOR (` 2`10 6 10" WOOD 2-FLAT :r ` (ENTRY WINDOW SP$2 C _ C C � CONDITIONS ON THE JOB THE ARCHITECT MUST BE NOTIFIED OF ANYVARIATIONS _ _ _ CI ONO DOWNUGHT-TRIMS' TO BE WHITE 8" WOOD 2-FLAT JREFEREN NE _ S ` r, N FROM THE DIMENSIONS SHOWN. G)PAIR 2'-a" e'- FOLDING CLOSET -- O NOTE ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CON TROLLED BY TIMERS ----'----�------ MARVIN ROUGH ROUGH U U 4 THE CONTRACTOR SHALL SUPPLY ALL LABOR P.fJD MATE==RIAL SHOWN ON THE CE OPENING OPENING CITY LOCATED IN ELECTRIC PANEL DRAWINGS UNLESS OTHERWISE NOTED UMBER WIDTH HEIGHT C (2ND. FLOOR - 7 z DIJPLEk ELECT RlCALRECEPTACLE 5 THE CONTRACTOR SHALL BE RESPONSIBLE POR ADEQUATELY BRACING AND I� (1�PAIR 5'-O" 6'-e" WOOD 2-FLAT SLIDING HALLWAYclW14-2' 2'-4 7/6" 4'-O 1/2" 1 EGRESSPROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, W(3EI DUPLEX REC E'ALTACLE,/GROUIJU FAULT INTERRUPT CLOSET 18310 I'-10 1!6" 4'-0 7{6" 1L .COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING "I"O ALL APPLICABLE A, (1�PAIR 60' 6'-6' WOOD 2-FLAT SLIDING F/r-'J'1.CODES W5c DUPLEX SC-PARP�TE CIRCUIT RECEPTACLE CLOSET - Wtq' 2'-4 7/g" 4'-O 1/2" 2 EGRF_SSH 3-WAYWALLSWITCH FLAT SWINGWALL SWITC $ $4q-WAY WALL SWITCH (13 6 b-8 WUUU 2- CLOSET6 THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEESAND COSTS RELATED TO I-� --"--- 2446-2 2'-61/6" 4'-8 7/6" 1TI-IE WORK OF THIS CONTRACT GON"TRACTORS SHALL INITIATE ALL REQUIRED e CEILING MOUNTED JUNCTION BOX pJAWALL MOUNTED JUNOTION BOk j2-6 6'-6" WOOD 2-FLAT SWING BEDROOM6 2INSPECTIONS OF ALL WORK COMPLETED IJIJOC-R THIS CONTRACT -6" 6'-g" WOOD 2-FLAT SW/IIVG 2U46 2'-L l/6" 4'-8 7/B" 1RECESSED DOW'IVLIGHT (100w) "LIGHTOLIER" OR APPROVED EQUP.L _ _ ___ BEDROOM 7 "THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS � 162'-4" 6'-B" WOOD 2- ---- ISTING �Tl fX O, RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE EXTERIOR MOUNTED OOWNLIGFIT (100W) FLAT SWING BATHROOM TOTAL " w " �7 WALL MOUNTED DUAL SPOT LIGHT (UNLESS OTHERWISE SPECIFIED �6 V-6" 1'-0' WOOD 2-FLAT SWING CLOSET a B. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE M19 INSTALL SECURELY ON UNDERSIDE OF SOF.^IT.) - CJ N -10_ 6'-6" WOOD 2-FLAT SWING CLOSET THESE WINDOWS MEET NATIONAL AND LOCAL DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NEW CEILING MOUNTED JUNCTION BOX FON RECESSED EXHAUST Q STARTING ADDITIONAL WORK �FI- FAN "BROAN' FIeA\^I'OUT! UN Il OR APP EQUAL EGRESS CODES FOR FIRE EVACUATION, 0 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING Idl. Gki h+IOU NTED LIGHT WITH FAN PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. WF REFER TO CONSTRUCT DRAWINGS FOR SIZES � SMOKE DETECTOR CARBON MONOXIDE DETECTOR TO BE 10 ALL FRAMING LUMBER TO BE DOUGLAS FIR 42 CONS GRADE OR BETTER, HARD WIRED TU CENTRAL CONTROL BOX d • NEW TELEPHONE RECEPTACLE 11 THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL. SPECIAL WORK SUCH AS BUT NOT LIMITED TO MILLWORK, SPRINKLER SYSTEMS AND STEEL V✓ORI< d c, CABLE T`✓ RECEPTACLE ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE <v VACUUM OUTLET (PROVIDE NECESSARY ELE C POWER) PROCEEDING, wl's Ix . , INSULATION NOTES : PLUMBING LEGEND : �-----� W\ EXISTING EXTERIOR WALLS 2"X4" WOOD STUD R-I S HIGH DENSITY INSULATION • PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED I `/ 6Y 'CERTANTIEED' OR APPROVAL EQUAL P ON CONSTRUCTION PLANS) FOLLOW ALL NE=CESSARY N Y C AND' N S V .L NEW EXTERIOR WALLS. 2"k6" WCIOD STUD R 19 FOIL FA HIGH DENSIT'i INSULATION BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROVALL W BY 'CERTAINTEED' OR APPROVED EQUAL NECESSARY DRAIN VALVES 'J NEW ROOF' R-30 KRAFT FA IN.SULAI ION BY"CERTAINTEED' OR APPROVED EO *F PROV FLOOR DRAIN AND 10. GAL. SUMP. CRAWL SPACE. R-19 KRAFT-FA INSULATION WITH PROPER WIRE I IES Q INSTALLED AS PER N Y.S BUILDING CODE NEW BASEMENT R-10 RIGID FOAM 2'0" BELOW GRADE AROUND ENTIRE OHB PROVIDE FROST FREE HOSE BIBS - BASEMENT PF_RIMITER �FA�ENW �S SHOWER HEAD NOTE: \ Z ui INSTALLEDENT CEILING:RN.YS KRAFT-PA CODE wlrH PROPER vnaE nEs DO NOT BEGIN CONS RUCTION !Y' INSTALLED AS PER Y S BUILDING CODE L.L ON THIS SECTION UN- ILDRAWING IS AMMENDED BY EA SC?�ITHOI..D ) / 1\ TOWN BUILDING DEP"',RTMEPdl-. �: a�aNSTRUCTION LEGEND : z z EXISTING EXTERIOR PARTITION TO REMAIN PROV G 1/2" YP BD. & R-15 HIGH `LI`.IST' IhJSULATION TO ALL EXISTING EXTERIOR WALLS12" C C H 0 E'JIH SI INTERIOR PARTi OIJ TO REMAIN PROV 1 L-IFR 1{2" GYP E TUDS NEW EXTERIOR 3HOR THING I N E ADH WOO STUD PING '' (W 1/2'IAI. BASE TRIP✓(. - EXTERLERL HEAT I G ( TY EEK W WOOD STAPECI I " E EXPOSURE PLYWD ` /l - EXIST PROV X 4 WALL N'� 1/2 .....__. - ( / WRAPPED 8 TAPED), 6" EXPOSURE PF_RF, WD.SHING ._,._ IM, & R-t 1 FOIL FACE INSUL HIGH DENSITY) � CER. PINE 4" COLONIAL BASE TR - NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL \VITH 112" GYP BE '–"'--�`---• RESIST GYP APED) APPI_IC-D BOTH SIDE=S NOTE PROVIDE_ MOTS 1"l IRE -_ ^T J-- - I RESIST GYP ED -((GREEN BID ) FOALL BA THROOM17 WP LI_hJVD CEILINGSiAlbm: PROV, CEMENT WALL BD FOR ALL.TILE AREAS - INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O N ONE COPS PRIMER AND TWO COATS FINISH (COLORS T B D BY OWWJER) SA TIN FIN THROUGHOUT" U O N ALL I-RIM SEMI-GLOSS. I V-9" _ 0 \ Lh POINT OF LOAD PATH FROM C/ ° = - 0 Q ROOF TO FOU NDAi'ION ��� �� G 15' �• RING LEGEND : - --------- � H F NAISH OU FLOORING NG SELECT WHITE OAK 2 ETH4 1GL6 FELT r --'L \\ �'qy'- 2 W ^sem F3 Elndlsrl �'c�Ars of OIL BASED >Anly r-oLvuaerrlANE -- -- ! P�Ih.-; - _ _ _ _ _ - � � SUB FLOOR-USE 3 4" I-HIGH: PLYWOOD GLUED AND NAILED. ', d SUB FOR l-TLE AREAS TO BE SCREWED AND GLUED 1 1!��' O 16- --- Q cn U �( _ c O Lam' EXISTING WOOD FLOOR A BE SANDED A REFINISHEDREQUIRED) V`h 2 COATS SATIN --14'-4"--- P f 1 0 REF POLY'. (ll'P ALL AREAS) PATCH ALL AREASAS REQUIRED) - CERAMIC TILE - "AMERICAN OLEAN' TILE OR APP. f '-7L ,2 EU RILE O INSTALLED T- -J 9' w C T- 9" ¢ �T OVER 1/2" CEMENT BOARD U ) N W P �y Efi C . ALL AND FLOOR GROUT TO HAVE I de t WATERPROOF ADDITIVE f:IIXEC IN '�- 2F6" - I Y'"'�'' -6" I�, $$ $ -1, L ` O C CL Cil F I� R Q N 10 O O 2g._2. ......-..._..___._....--.—. ,-,.r. W W W 11 E) U D D ' r � I Q FPiirIOE "IG.=.GENS Tt1pVE I 4i1 OFC-1•IIPJCf9,(,-p";(1U" (iVPI DD51-w aH tQ co D� j m m W o o m V N O PROPC�",USED SECOND FLOOR N b FILE NO 542 SQ . FT. Ko_2GP-CUR 7-09-02 1/4" DWG NAME: „•' 2ND FLOOR p3 Al gam Ivo 0- DWG NO A ' . C 1t•1.111� i - --- ------ - - --- - -- --------- --- NOTE: GENERAL CONTRACTOR -.ALL VERIFY THAT THE: 1-1EIGHT OF �l o OF THE STRUCTUF--tE SHALL NOT EXCEED 35'-0" AS MEASURED BY ] SOUTHOLD TOWN . IF THE HEIGHT AFTER FRAMING THE SECOND FL. z MEASURES HIGHER, ADJUST ROOF r PITCH AFTER NOTIFYING THE ARCHITECT O ry OF THIS FIELD CONDITION . Z a a E-� U V' 12 8, VIE Lu - W Q I _ i. I I Z I I a ( - J I REAR ELEVATION LEFT SIDE ELEVATION 0 Z 0_ 0 PROV 40 YEAR "GAF' ASPHALT IL�— ROOF SHINGLES. (TYP ALL AREAS) •`,\ r OVER 15 LB FELT. PROV "WEATHER WATCH" UP 2'-0" OF ROOF EDGE \ Qm 12 PROV 401'EAR "GAF" ASPHALT 10 VIE UJ ROOF SHINGLES. (TYP ALL AREAS) �\ ZO O OVER 15 ITS FELT. PROV "WEATHER � Y /\ - - ---•+ -- -- WA.TCW UP 2'-0" OF ROOF EDGEco Lu I � FFF ; I PROV ti EXPOSURE VINYL CEDAR I \ „ - I IMPRESSIONS BY OERTAINTEED" OR [ ' - - AF'P, F-.(-,l (TYP ALL EXT WALLS) \�\ L / f12 _ I _ _ _- T..�—._.._ - - - LP � II I Il 1 1 - - - - - w I II I ---_ _--_ T p ■ � I'�� r ' I � (n ❑ ❑ U) N y — I Ln -- - 1 I ' _—, FILE NO. I - - - ) T ' I Ko 4ELEV CUR 7-09-02 SCALE, \ I — a y . �A%. DWG NAME a a� o� RIGHT SIDE ELEVATION ELEVATIONS FRONT ELEVATION oennue+n DWG NO THESE DFIAWINGS AS IIVSrR(1MENTg OF SEWV CC. ARC THE SOLE PROPERTY OF THE ARCHITECT IVO REVISIONS,CHANGES,ANDIOR NIOOIFICATIONS w SHALL BE ALLOWED WITHCUT WRITTEN AUTHORIZATION A. T/, n BY THE ARCHITECT. ANY REPRODUCTIO14 IN PART OR WHOLE IS STRICTLY PROHIBITED BY LAW. SITE SURVEY SURVEY OF PROPERTY �ORTy @q IEWSITUATED AT BAYV TI T UCK Rogo TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S. C. TAX No . MAP- 100 — 78 — 9 — 55 SCALE 1 " v 20 ' NANc)'qa°NOw s' hV. 0 0 F °ROTO OR FO °° =� o & SAl VRMINFORMATION ER�Y REP RED BYTM AKRE JOHN C.SEHE S m�� `SAN FROM P LAND SURVEYOR DATED 11.06.02 Q FqC[ 6s N �O D o �2 i0 THE LOCATIONS OF WELLS AND CESSPOOLS zQ A " N SHOWN HERON ARE FROM FIELD OBSERVATIONS J� 3 s m� �o AND OR FROM DATA OBTAINED FROM OTHERS. o - - - Q yTONC URNLWNV,T-lISTN ° ^J O{V `V �p FOECP.NEW mm GJ HOOSEF E%ISTIN F10 O SECOND IIL_�I�� 0 FON A0 TI 0' /� u O ^VJ ��i FI.00P VQ � I TO EMAMEPIIC SYP OF �:` �C'Nl Ole,5S'�A,U• Oyy OOES pIOT LHMI6E 0 ' "Y N <s� 7 Ty0 AS°Now RF w I I Ac & °OR Hy of °2�yoS` �� � `<oP e wA<< ,s ay Q' �� SITE DATA 3 , S � JP SCTM # 1000-78-9-55 �G QQ� PROPERTY: 1075 VICTORIA DRIVE L SOUTHOLD, NEW YORK OWNER: BARBARA McLAUGHLIN i SITE AREA: 17,344 SF. OR 0.40 ACRES ZONING: R-40 SURVEYOR: JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET RIVERHEAD,N.Y. 119014:``<�"IOW 1 „ LICENSE # 50202 D = LINE OF EXIST. HOUSE O = PIPE i ola r ❑ = MONUMENT 21,� .�� � DWG. NO : DWG. NAMEFILE NAME: F DESCRIPTION' B_SI1/ CURBLDG. DEPT. FOR REVIEW. A. SITE 8°Z EXISTING MICLAUGHLIN RESIDENCE TO BLDG. DEPT. FOR REVIEW SITE PLAN SCALE ��� mARCFIITECTURE �PLANNIIIG A CONSTRUCTION SERVICES O BLDG DEPT. FOR REVIEW, SO UTH OLD NEW YORK 13405 Main Road, Mattiluck, New York 11952 1 " = 20' 631.298.1129 fax: 631.298.1128 I , GENERAL NOTES : DESIGN CRITERIA L� -- ------- - - --- - -- -- --- CLIMATE AND GEORGRAPHIC DESIGN CRITERIA 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES REF. TABLE 8307 .2(2) W W - AND ORDINANCES. TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK) AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) VJ � WOOD FRAME CONSTRUCTION z u 2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM " WINTER ICE SHIELD ZONE ROOF > 30"- 40° X 1.63 ROOF > 30'- 40' X 1.63 WIND SPEED WORKERS COMPENSATION CERTIFICATES AND NAMES OF ALL SUB-CONTRACTORS. SNOW DESIGN DESIGN UNDERLAYMENT FLOOD 120 WHIR 3 23.7 38.3 -30.3 -46.4 LOAD SPEED (MPH) CATEGORY FROST NE HAZARD NU 3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND WEATHERING UTEMP. REQUIRED DEPTH TERMITE DECAY r7 CONDITIONS ON THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS O FROM THE DIMENSIONS SHOWN. LOAD BEARING VALUE OFj b 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE EXPOSURE CATEGORY B SOIL 3,000 PSF MODERATE TO SLIGHTLY TO MAP # 38103CO1613 G DRAWINGS UNLESS OTHERWISE NOTED. 45 PSF 120 MPH D 1 "SEVERE" 12" FOOTINGS HEAVY MODERATE ZONE 11B = 11" YES EFFECTIVE DATE DRAWING_ LIST : O a -- ---- MAY 4TH 1998 _ . z 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND USE-18" PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, A.S ITE SITE PLAN COLLAPSE. DISTORTION, AND MIS-ALLIGNMENT ACCORDING TO ALL APPLICABLE CODES. 8. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO A•O FOUNDATION/DEMOLITION r � THE WORK OF THIS CONTRACT U.O.N. CONTRACTORS SHALL INITIATE ALL REQUIRED AlFIRST FLOOR PLAN V ' -� INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT U.O.N. THIS SECTION OF A,2 SECOND FLOOR PLAN n� 7. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS _ _ _ _ . - _ _ _ __ _ STRUCTURE TO �� RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. , I it IBE REMOVED. A.4 BUILDING ELEVATIONS ,n 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORSEEN CONDITIONS SHALL BE NEW C.J. 915TERED A.4-1 WOOD PANEL SCHEDULE Ld DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO TO EXISTING �{ STARTING ADDITIONAL WORK. ///-----THIS SECTION OF A.5-1 BUILDING FRAMING PLAN _ NEW R.R. ABOVE / STRUCTURE TO A.5-2 ENERGY CALCULATIONS/SECTION 9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING EX C.J. TO REMAIN r ✓ BE REMOVED. L21 A.5-2a NAILING SCHEDULE PARALLEL TO THE FRAMING. PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS NEW JOISTS WILL BE EXISTING C.J. III • CL REFER TO CONSTRUCTION DRAWINGS FOR SIZES i ' N SISTERED AND ALIGNED TO BE REMOVED RE-USE A.6 CONSTRUCTION DETAILS _ 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR 82 CONST GRADE OR BETTER, WITH EXISTING. I THIS SECTION OF 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK SUCH AS BUT NOT LIMITED TO, MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK. STRUCTURE TO - ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE BE REMOVED. _ _ _I II' f r - -➢�- - - -i�r" PROCEEDING. DEMOLITION NOTES : - - - - - - - - CONTRACTOR'S_ _ _ NOTE : 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO r EXISTING C.J.& R.R - -- -- - -- - -- _-- ' ` COMPLETE THE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED ON THE TO BE EXTENDED AFTER THE REMOVAL OF INTERIOR PARTITIONS, 1 1 DEMOLITION PLAN (S). THE CONTRACTOR MUST INSPECT AND NOTIFY ���•••/// " 2. THE CONTRACTOR SHALL EXECUTE THE WORK WITHIN THE REGULATIONS OF THE ARCHITECT OF THE ORIENTATION OF i THE BUILDING OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS INCLUDINGEX. C.J. TO REMAIN CEILING JOISTS, AT THAT POINT THE ARCHITECT Lu ir TEMPORARY PROTECTION AS REQUIRED. EVERY PRECAUTION SHALL BE TAKEN AS NEW JOISTS WILL BE TO NOT DISTURB EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING. WILL DETERMINE IF FLUSH HEADERS 0 SISTERED AND ALIGNED NEED TO BE INSTALLED OR IF ANY OTHER HER Q 3. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WITH EXISTING. /� TYPE OF STRUCTURAL MEMBER WILL NEED r^ DEMOLITION AND IF DISTURBED SHOULD BE RE-CIRCUITED. TO BE USED. v/ EXISTING FOUND. I WALL TO REMAIN ! NOTE: DEMOLITION LEGEND : OWC z PROV. 2 VENTILATION OPENINGS - ---- - -- ---- -- __ -- -- - ---- - - - -_ - - COVERED WITH A CORROISON EXISTING PARTITION TO BE REMOVED - - RESISTANT WIRE MESH, WITH Z THE LEAST DIMENSION NOT J REMOVE EXISTING EXCEEDING 1/8". EXISTING PARTITION TO REMAIN EXISTING DOOR WINDOW PROV. TEMPORARY TO BE REPLACED. O EXISTING WINDOW TO REMAIN. SUPPORT, ® EXISTING DOOR TO REMAIN. DEMOLITION PLAN eR EXISTING WINDOW TO BE REMOVED ,__ - _ _.____ -_ _ -_--__ -___ -, - _ I (5 EXISTING DOOR TO BE REMOVED FOUNDATION NOTES : U P'44CKIN NC. 1. BASED ON SOIL BEARING CAPACITY, TWO TON PER SO INCH SUBJECT TO 4'-e" 9'-8` INSPECTION AND VERIFICATION. - - - - -- - - - - - - NOTE: DO NOT BEGIN CONSTRUCTION ' 2 ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL ''"� �• - "' '+"';' I IS THIS NDEDSECTN UNTIL DRAWING O BE SET HIGHER OR LOWER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING ING IS AMMENDED BY THE SOUTHOLD STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM. I- TOWN BUILDING DEPARTMENT.3 ANCHOR BOLTS TO BE AT LEAST 1/2" IN DIAMETER AND 1O" IN LENGTH WITH A RS. L" ADD 2 NEW RISERSz MAXIMUM SPACING OF 4•-0" ON CENTER.4. ALL CONCRETE TO BE 1:2:3 MIX; 2500 LB. CAPACITY UNLESS OTHERWISE NOTEDNEW BLOCKOR SPECIFIED. 1O, I b Q , FOUND. WALL. O J5. IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE X - , I0ASTM-t 45 WITH FULL MORTAR JOINTS CORNERS ARE TO HAVE CORES FILLED SOLID EBLOCK N @ < i WITH REINFORCEMENT. CORES WITH ANCHOR BOLTS ARE TO BE FILLED'ITNO FOUNDATION TO REM N. ¶F L_ COURSES DOWN SEE NOTE 3 ABOVE. IfL(,(I�Lr, r 0 6. PROVIDE 0.025"ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL __ 4" P. CONC. SLAB ON COMP. 1F- PERIMETER SILLS. VE NIT FILL WITH W.'W.M.B X 8 REINF. a �- - - - - -- - - - - - - - - (TVP. ALL BASEMENT AREA) 7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR • •' ' •" �' ' ' •' '- '` '"" PROV. SSP SIMPSON TIE III PRESSURE TREATED. r - - - - - - - - - - - - - - - - - - - - - - - -- J L � � W FROM STUD TO CCA PLATE p L I PROVIDE 3 # 5 ON TOP OF CONC BLOCK 1 ell TIE RODS. ELECTRICAL LEGEND : LOREMAIN.CATION T.B O IN FIELDS IST. FJ aSUELATED ACCESS j 4'CRAW B SPACE i (fYP ALL) H A.e X555 Z NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND (� EXISTING BOILER I j LL REGULATIONS OF TEHICA N.WORK T AND A CERTIFICATE FROM THE N V.B.F.U. IS TO 1i�' �' ,. Lu TO REMAIN O D I ` _ // NEW FOUNDATION WALL W BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB. I Ir TO BE ARIFIED BY -"='J o is I I'LL U I g p NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE I GENE L CONTRACTOR IN FIELD. O o I C>I I11 NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MATL. TO BE SUPPLIED BY THE PROV. GIRDER X d �d1 LL I POCKET N�➢N I X 'Dm ;• 1 .6 �,. p ELECTRICAL CONTRACTOR. ( PROV. NEW (2) 1 3/4" X 11 7/8" N pW FLUSH MICROLAM VENT UP A9 --- NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DECORA" IN COLOR NOTED ON PLAN, I U O.N. DOWNLIGHT TRIMS TO BE WHITE. PROVIDE 34 5 22'-4" TIE RODS. 4) DUPLEX ELECTRICAL RECEPTACLE m POINT OF LOAD PATH FRO LL U Q ALIGN TOP OF msc DUPLEX SEPARATE CIRCUIT RECEPTACLE ROOF TO FOUNDATION b Q Q FOUNDATION WALL ~ W D fo D $ WALL SWITCH 3$ 3-WAY WALL SWITCH U X ��n 'LLW �da CEILING MOUNTED JUNCTION BOX 10'-8" I •..I- - � o 0 �.. •. .J -- lV V' VENT j e N O O N V M O N OsD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: PROV. 200 AMP SERVICEI EXISTING FOUNDATION WALL TO REMAIN. FILE NO.: TO BE HARDWIRED TO CENTRAL LOCATION. ITO BE VARIFIED BY LOCATION T.B.D. EW FOUND TO ALIGN WITH EXISTING KO_OCP_CUR I GENERAL CONTRACTOR IN FIELD - EXISTING 8'-6" H. 7-09.02 CONSTRUCTION LEGEND : I L - - - - - - - - - - - - - - - --- - BASEMENT TO RE -- JMAIN, I L - _J - - - - - 1/4, _1 ,01 - - - - -- - L - - - -- - -- - - - - •� EXISTING PARTITION TO REMAIN. 9'-6 DWG. NAME. 7NEW INTERIOR PARTITION-2"X 4"WOOD STUD WALL WITH 1/2" GYP. BD EXIST. BLOCK FOUND ION (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE. PROVIDE MOISTURE TO REMAIN. DEMOLITION RESIST GYP. BD. (GREEN BDJ FOR ALL BATHROOM WALL/CEIUNGS & AND BASEMENT WALLS. PROV. CEMENT WALL BD. FOR ALL TILE AREAS EXIST, TO BE CUT AND POSTED ON STAIR WALL IN BASEMENT ,��,' TION �E'lbw�B � 7 OU�N�DAN N - U N DAT1 O N LEGEND : EXISTING CONCRETE v e� %y � , q_.___ STOOP TO REMAIN. S11y � 1� DWG. NO.: NEW 8" POURED CONCRETE FOUNDATION WALL WITH 1'8" X 10" DEEP FOUNDATION P LAN 1_ \FOOTINGS, REFER TO DRAWING A.3 FOR HEIGHTS. I n c M1 D POURED CONCRETE SLAB WITH 8X8 t0/10 W.W.M. ON CLEAN '•,9T�,;N,a 030�8;:^1gCb O 9 'p ,'iAp,r.......nnn0.0.\I BOMPACTED FILL. 11 GENERAL NOTES : ELECTRICAL LEGEND : DOOR SCHEDULE WINDOW LEGEND : (.ry 1ST. FLOOR NOTE:ALL INTERIOR CASING TO BE STANDARD COLONIAL CASING CLEAR PINE 1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE. AND LOCAL BUILDING CODES NOTE:ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND AND ORDINANCES. UNLESS OTHERWISE NOTED. ' cc REGULATIONS OF THE NY.B.F.U.AND A CERTIFICATE FROM THE N.Y.B.F.U. IS TO DOOR ID WIDTH HEIGHT PANELS OPERATION —' BE PRESENTED TO THE OWNER AT THE COMPLI-`_TION OF THE JOB. MATERIAL GLASS EIG DWA NOTE: ALL WINDOWS TO BE ANDERSEN WITH STANDARD ANDERSEN HARDWARE. 2. BEFORE COMMENCEMENT OF WORK,THE CONTRACTORS SHALL FURNISH THE E COLOR TO BE WHITE, PROV. SCREENS FOR ALL WINDOWS. l 1, (d OWNER AND ARCHITECT WITH COPIES OF ALL NOTE: THE OWNER SHALL PROVIDE ALL LIGHTIAJO FIXTURES UNLESS OTHERWISREQUIRED INSURANCE AND \SII// N WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MATL TO BE SUPPLIED BY THE 1 2'-8" 6'-10° WOOD 2-FLAT SWING ENTRY ELECTRICAL CONTRACTOR. 3. THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND 6'-10" WOAD 2-FLAT SWING ENTRY WINDOW SPECS NOTE: ALL SWITCHES AND RECEPTACLES TO BI2'LUTRON', "DECOKE" IN COLOR y ., r''; CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS O,N.O., DOWNLIGHT TRIMS TO BE WHITE. -4" 3 PAIR 2' 0'-e' WOOD 2-FLAT FOLDING CLOSET �l FROM THE DIMENSIONS SHOWN. HEREIN ROUGH ROUGH �- }I NOTE: ALL OUTDOOR LIGHTS AND PORCH LIGHTS ARE CONTROLLED BY TIMERS REFERENCE OPENING OPENING QN. 4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE LOCATED IN ELECTRIC PANEL NUMBER WIDTH HEIGHT z ^ U DRAWINGS UNLESS OTHERWISE NOTED. 2ND. FLOOR ( ] DUPLEX ELECTRICAL RECEPTACLE 11 PAIR 5'-0• 6'-8° WOOD 2-FLAT SLIDING yyq © CW14-2• 2'-4 7/8" 4'-O 1/2" 1 EGRESS '-" 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND �r, CLO ETY WGFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT OD TW18310 VI 1/8" 4'-07/8' 1 n PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, 12 PAIR B'O" 6'-8• WOOD 2-FLAT SLIDING CLOSET �( rT' COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE Esc DUPLEX SEPARATE CIRCUIT RECEPTACLE EO CW14A 2'-4 7/8" 4'-0 1/2" 2 EGRESS ' ` CODES $ WALL SWITCH $3 3-WAV WALL SWITCH S4 4-WAY WALL$WITCH 13 2'1 &1 WOOD 2-FLAT SWING CLOSET O TW2448-2 2'-6 1/6" WI 7/8" 1 6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO m 14 2'1 &1 WOOD 2-FLAT SWING BEDROOM THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED 9zjs CEILING MOUNTED JUNCTION BOX 0JS WALL MOUNTED JUNCTION BOX O 7W2046 2'-2 1/8" 4'-8 7/8" 1 OA INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT RECESSED DOWNLIGHT 1DOW UGHTOL113iR"OR APPROVED EQUAL 15 2'-6" 8'-8" WOOD 2-FLAT SWING BEDROOM ( ) " ® EXISTING 7.THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS �N 18 2'-4" 6'-8" WOOD 2-FLAT SWING BATHROOM mE EXTERIOR MOUNTED DOWNUGHT (,DOW) TOTAL 6 RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE. 17 VI 4'-O" WOOD 2-FLAT SWING CLOSET ` W I � WALL MOUNTED DUAL SPOT LIGHT (LINES iS OTHERWISE SPECIFIED 8. ANY"EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE �e INSTALL SECURELY ON UNDERSIDE OF SOFFIT.) 18 1'-1 O" 8'-8" WOOD 2-FLAT SWING CLOSET THESE WINDOWS MEET NATIONAL AND LOCAL DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST EGRESS CODES FOR FIRE EVACUATION. 7 STARTING ADDITIONAL WORK. $EFL FAN "GROAN" HEAVY DUN UNIT OR APP. EQUAL 1 9. DOUBLE J016T5 ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING EXT. MOUNTED LIGHT WITH FAN CJ PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS. F " 0.1 REFER TO CONSTRUCT DRAWINGS FOR SIZES. OSD SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED TO CENTRAL CONTROL BOX 10. ALL FRAMING LUMBER TO BE DOUGLAS FIR N2 CONS . GRADE OR BETTER <T NEW TELEPHONE RECEPTACLE 1 11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK 4D CABLE N RECEPTACLE C' SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK s ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE d V VACUUM OUTLET (PROVIDE NECESSARY El POWER) PROCEEDING. INSULATION NOTES : PLUMBING LEGEND : CONSTRUCTION LEGEND : FLOORING LEGEND : uj PROVIDE ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED EXISTING EXTERIOR PARTITION TO REMAIN. PROV. 1/2" GYP. BE. & R-15 HIGH HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT., EXISTING EXTERIOR WALLS: 2"X4"WOOD STUD. R-15 HIGH DENSITY INSULATION OP ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.0 AND N.Y.S. DENSITY INSULATION TO ALL EXISTING EXTERIOR WALLS. ® (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE. NEW EBY XTERIOR WOR APPROVAL EQUAL. BUILDING CODES THAT APPLY TO WORK BEING COMPLETED. PROV ALL W 0 NEW EXTERIOR WALLS: PR WOOD STUD R-18 FOIL FA. HIGH DENSITY INSULATION NECESSARY DRAIN VALVES. �•^� EXISTING INTERIOR PARTITION TO REMAIN. PROV. 1 LAYER 1/2" GYP. BD. SUB-FOR TILE A AS THICK PLYWOOD GLUED AND NAILED. BY'CERTAINTEED' OR APPROVED EQUAL SUB FOR TILE AREAS TO BE SCREWED AND GLUED. NEW ROOF: R-30 KRAFT-FA. INSULATION BY'CERTAINTEED'OR APPROVED EO. OF PROV. FLOOR DRAIN AND 10. GAL. SUMP. BOTH SIDES OF EXISTING WOOD STUDS, Cl PINE 4"COLONIAL BASE TRIM. Q CRAWL SPACE: R-19 KRAF4FA. INSULATION WITH PROPER WIRE TIES NEW EXTERIOR PARTITION- 2"X 4"WOOD STUD WALL W/ 1/2" CDX PLYWD. OM EXISTING WOOD FLOOR TO BE SANDED I& REFINISHED W/2 COATS SATIN INSTALLED AS PER N.Y.S. BUILDING CODE. EXTERIOR SHEATHING (TYVEK WRAPPED& TAPED), 6" EXPOSURE PERF. WD. REF. POLY. (TYP. ALL AREAS) PATCH ALL AREAS AS REQUIRED) VV JJ �IiB PROVIDE FROST FREE HOSE BIBSE AROUND ENTIRE . ui GYP. BD.(SCREVVED/TAPED) ui 7 NIAL BASEBASEMENT CEILINGLER-NEW BASEMENT: R-10 R119 KRAFT FA. INSULATION WIGID FOAM 2'0" BELOW DTH PROPER WIRE TES OS SHOWER HEAD NEW PINE INTERIOR PAORTITION 2EXSHINGLES (PROV. I COAT �4"WOOD CHING ISTUD OILNFAA LES NSUL.ITH 2(HIGH DEDNSITY). ® OV RR(ROOF ADT BOARD U,O N WAMIC TILE - AMERICAN LL AOND FLOOR GROUT8 APR EQ. TILE °TO HAVE BE INSTALLED L INSTALLED AS PER N Y.S BUILDING CODE. ' '. (SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE RESIST GYP. BD. (GREEN BD.) FOR ALL BATHROOM WALL AND CEILINGS. Z PROV. CEMENT WALL BD. FOR ALL TILE AREAS _I INTERIOR PAINT-TO BE "BENJAMIN MOORS" U.O.N. ONE COAT PRIMER AND NOTE: TWO COATS FINISH (COLORS T.B.D BY OWNER) SATIN FIN. THROUGHOUT DO NOT BEGIN CONSTRUCTION 1 U-O.N. ALL TRIM SEMI-GLOSS. ON THIS SECTION UNTIL DR,4WING .i IS AMMENDED BY THE SOUTHOLD NOTE: (�\ POINT OF LOAD PATH FROM TOWN BUILDING DEPARTMENT. V� DO NOT BEGIN CONSTRUCTION / ROOF TO FOUNDATION ON THIS SECTION UNTIL DRAWING IS AMMENDED BY THE SOUTHOLD TOWN BUILDING DEPARTMENT. U1 5' 4._9. 4,_8„_1 I E DECK 5'-O"X t0-fi' I' 2_ „ II1111111 III O I IIIIIIIIII � I I (I 9 11 11 11 I 5,. a' 6” —.� IIIIIIIIII 5'-3„ C.H. 1O'-6 I I EXISTING BATH, I I I I I 0 TOR N RE-USE EXbSTING _2&-2"- 6W 8'-2• IIIIIIII 11 11 22'-7" 6 B"N 1111, "" l- 1 pI - - 0 W 0 o -i - 14,_y„ - - - 1 III a 1' 9" ❑ LL W RE-USE EXISTING WINDOW ( ¢ '2 — _ E b b IIa _ •w �II� it tl lII 1 a H} O Ids .Ie 11 I I I @ (�u (r Cc Cc i z o 2 NI— IT 2 - 1 3/4"X9 t/2„ 16 131 IIII N 3 W W sD I ,V,L MICROLLAM r 1 \ — _ — _ _ � � � I IIII III ISI '. Z 2 �r❑�q ��❑q1 21,_4„ I 22_4„ F5 - _- - uc - - ( I ' 'I III il, l' I. D E) m EXISTING WALL OSD Z Itow 4'-10" C H. TO BE REMOVED \\ </ 2 u 18 � \ I I III I ❑ ❑ pW C 74 4 II F 1 yy 7I/1 �]� /� ^ � �0 � / - __ I I D IIII I N 0 W 07 NEW WALL _ — * I _ -- 7,_8„ AND ELECTRIC F ell 5,_p. � —_— - P 5-O" — I ¢ I i I III y} N t9i *SD III -— F qqoq FILE NU.: 1 — ® FI •o D O O _— S III _ &20P CUR L _ _ a Ka , D --- _— -- .0 -_- 1-70" j' 7-69.0,2 O O PROVIDE HEADERS ABOVE14 — DWG NAME: 28'-4" \ ALLOPENINOS.2-291(7(IYPI. 1 5'-8" C.H. 5'-8" C.H. 1 ST. AND 2ND LOON PLAID EXISTING FRONT STOOP I TO REMAIN `»11vm "aua�11� 1' �"•yrA NEW COVERED ENTRANCE ABOVE s^ 2 COL. 2"1 CONST. F.R. PROPOSED SECOND FL_ 00R �a�� nes, s, DVdtl. IVO.: PROPOSED FIRST FLOOR 542 SO. FT. — -- ---- --- ------ --- --- — r A. 1 832 SO.FT. °r da o2atLb� �v�'e NOTE: GFERAL CONTRACTOR- SHALL VERIFY THAT THE HEIGHT OF EXCEED THE CEEDS 5RV AB MEASURED BY A . SOU'T'HOLD TOWN. IF THE Hl�=IOHT AFTER FRAMING THE SECOND FL. MEASURES HIGHER, ADJUST ROOF �- 8 PITCH AFTER NOTIFYING THE ARCHITECT o t LT a OF THIS FIELD CONDITION. . Z ; u, U iU - -- - - - ----- -- -- - --- - ------- ---- T- T r E- + - - �-+ Q 12 1 _ — — — _ L a W till _ L _ � 1 1 -III" JT f L�F�C f Q L i rTTI I�I II YY tl II 11 r r stir Jt)tt � , L r2 T�t�"t '_ It r 6 l I I I I €� T I_ T B_ �LI I" t, _ �� - - �T .. L LL atr�',"Z�tI� rI � � I'€ rI �. 15 Ili 1 I i 1 C� I-> l _1 ,1 ll_ - T� rz r Z Idi ri 2 � I REAR FLEVATIONI LEFT SIDE ELEVATION � I U 0 z PROV. 40 YEAR "GAF°ASPHALT ROOF SHINGLES. C YP. ALL AREAS) I D OVER 15 LB. FELT. PROV. "WEATHER J WATCH" UP 2'-0"OF ROOF EDGE. fL.� 12 PR 40 YEAR GAF"ASPHALT IIL++Y ROOF.- _ t �� - --- .- .— --- - —_ OVER SS SHINGLES EU'. PROF. "WEATAHER —L� 1O v.1.F WATCH" UP 2'-0'OF ROOF EDGE. — F LT w II _ 14"' I rr Ah rr fir _ - I T7 - I --- 1 I - ..jj _ ,- i I PROF 6" EXPOSURE VINYL CE AR IMPRESSIONS BY"CERTA1NTEED"OR t APP. EO. (TYP" ALL EXT. WALLS) 1 �u 0 0 0 -g� I -"� ■ ® J r z a� T I ffi 9 91 I D I t . I r} _s FlUE NQ.: Ko_4ELEV_CUR 7-OQ.02 1/41'=1 'W $ RIGHT SIDE ELEVATION FRONT ELEVATION - q LEVATIONS! ryehnaa...... ua e�®� DWG, NO.: THERE DRAWINO9 AB INBTRIL�IMENTo OF B8ffRVICE, MRE TWE SO LE PROPS OF TWE ARCW[rEP'f. s NO REVISIONS,OWE �AN MbWFI T1ON8 A. BY TWEBAROHtTECTO, ANYANY REPRDpTIOfJI TON OR WHOLE 19 STRICTLY PROWI D BY LAW.