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HomeMy WebLinkAbout31205-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32508 Date: 08/06/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1005 MILL RD PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 74 Block 2 Lot 11.2 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 7, 2005 pursuant to which Building Permit No. 31205-Z dated JUNE 16, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS, INCLUDING COVERED FRONT PORCH, SCREENED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to RICHARD B & ELLEN BOHNER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1641 01/18/06 PLUMBERS CERTIFICATION DATED 12/21/06 JOSEPH TUOMEY Authorized Signature Rev. 1/61 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 Data filename:Z:\PROJECTSO4\Bohner\DocsBohner.rck PROJECT TITLE:Bohner Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.13 DATE: 06/01/05 DATE OF PLANS: 5/25/05 PROJECT DESCRIPTION: First and Second Floor addition to: 1005 Mill Lane Peconic,NY 11958 DESIGNER/CONTRACTOR: OCG Architects,LLP 60 Carleton Avenue,Suite 202 Islip Terrace,NY 11752 PROJECT NOTES: BO-04-571 COMPLIANCE:Passes Maximum UA=382 Your Home UA=350 ReN<�r Tb�_.Codo ITTA Gross Glazing Area or Cavity Cont or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1562 30.0 0.0 55 Wall 1:Wood Frame, 16"o.c. 1000 13.0 OA 57 Window 1:Wood Frame:Double Pane with Low-E 172 0.340 58 Window 2:Wood Frame:Double Pane with Low-E 38 0.330 13 Window 3:Wood Frame:Double Pane with Low-E 14 0.300 4 Door 1: Glass 76 0.300 23 Wall 2:Wood Frame, 16" o.c. 1312 13.0 0.0 108 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 837 25.0 0.0 32 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations,submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date EREp qRc t QD C'Cp� y�T N 9 ?7835 ppNBW y�P� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE: 06/01/05 PROJECT TITLE:Bohner Residence Bldg. Dept. Use I Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Glass,U-factor: 0.300 Comments: I Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-25.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. - [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the 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- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Constructions [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), masfic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the 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: r l 1 Water heate.rg with1 pip e:ri=em must have.a hit trap on both the inlet and out]et unlees the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 °F must be insulated to the 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(Fl up to V 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 Table2: Minimum Insulation Thicknessfor HVA C Pipes. Fluid Temp. Insulation Thickness in Inches by Piue Sizes Pining System Types Range F 2"Runouts 1" 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 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) Form No.6 RR pp TOWN OF SOUTHOLD C LS..T`J_ BUILDING DEPARTMENT �) TOWN HALL JUL 13 207 � 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPAN m+.vra BLL)i�. DEP;.�F Sr,rt,Tyt�, This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 >3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential$15.00, Commercial $15.00 Date. 7 New Construction: AA es Old or Pre-existing Building: �_(check one) y Location of Property: /Q � Mf - I-1exX/L peG©�!/'C House No. Street /� '`•, Hamlet Owner or Owners of Property: 166#�'2D �e/i1 e 014V V_ Suffolk County Tax Map No 1000, Section Block 2i Lot Subdivision Filed Map. Lot: Permit No. 3 ` 2 0 Date of Permit. la b Applicant: 8 1 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 2,<00 (i��� J� Applicant Signature �Og11FF01,� Y'cwn Hall,53095 Main Road Fax(631)765-9502 P.U,.Box 1179jj, �aO� Telephone(631)765-1602 Southold.New YorR 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION } Date: I Z I I I Q Btu lding owner' (Please print) Plumber:_ _ 4�/� '(.Pleaseprint) 4 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of / eC 20�� Notary Public,_�pj�County PATRICIAABBATIELLO 'Jr' Notary Public,State of New MNk No,01AS5067458 0uallfied in Suffolk ' Commission Expires OcW 2010 SUFFOLK ( BUREAU of E L E C T R I C A L I N S P E C T O R S, i n c. 40 Nottingham Drive, NY 11953 Telephone:1 631 495 8136 ■ Fax:1631 980 6455 ■ E-Mail: SBEI1@hotmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: RC Electric €Rough In Inspection Date: 7/21/2005 Final Inspection Date: 1/7/2006 Application N°: 1641 Certificate N°: 1641 Suffolk County Tax Map N°: 74 2 11.002 Building Permit N°: P31205 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: 186 West Main Street Corp, >`Address: 1005 Mill Lane Peconic NY ii' Address of Inspection Site: 1005 Mill Lane, Peconic, NY 0 XResidential X Indoors X Basement X Service Shed Commercial X Outdoors X Ist Floor Pool Other: New Renovation X 2nd Floor Hot tub Addition Survey X Attic Garage Inventory 300 LIG Service 10 Oil Heat 135 Duplex Recpt 37 Ceiling Fix HID Fix Service 30 Time Clock 103 Switches 19 Wall Fix 10 Smoke Det 2-30Ckt Main Panel Oil Hot Water 8 GFCI Recpt 95 Recessed Fix 3 Co Det Sub- Panel GFCI Breaker 4 Single Recpt Fluorescent Fix 1 Pump 3 Disconnects Dryer Recpt Range Recpt 3 A/C Blower Emergency Fix Transformers Exhaust Fan 6 Appliance 3 A/C Cond Exit Fix Twist Lock TVSS Heat Pump 3-4kW Electric Heat Pool Luminaire Other Equipment: 1-Jacuzzi Tub, 1-20 Ckt sub-panel, 1-12 Ckt sub-panel 1The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical cod e.re ir, ts,and this ar Applicant: RC Electric License No: 1610-ME Inspected by: Ge . urdi 6� n 4 ju. 2 6 �r 7 Date Certifiate Date: 1/18/2006 r' :Signature: I L •--- i m1 , 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. 31205 Z Date JUNE 16, 2005 Permission is hereby granted to : RICHARD B & ELLEN BOHNER 1005 MILL RD PECONIC,NY 11958 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1005 MILL RD PECONIC County Tax Map No. 473889 Section 074 Block 0002 Lot No. 011 . 002 pursuant to application dated JUNE 7 ,2005 and approved by the Building Inspector to expire on DECEMBER 16, 2006 . Fee $ 1, 679 . 70 i ed Signature ORIGINAL Rev. 5/8/02 MILL ROAD U111 Utility Pale Pat. pole ok _ Set _ — _ _ _ rilm — --# — — — — _ staNe Found Ise 49.1$'00' E iP '2'17.80' -S 49'13'00" E Concrete 8S0t TD MIDDLE DO4a) RD monument a Manu (COUNTY ROAD 48) 0 3e IN S 49'13'00" E r 67.00 4.95' a 8 g N G e 0 v N Q sg4 w .a N N 68.4 EL If. O1 4 N Gamge 1 Story Brick n of N h Fmme D.I)ing J 78.2 No. 1005 76.1 W W Slate Paha �` W Well O ' " Z g O 5 h AREA=4 0230 ACRES 2 N Y. N 49'13"0" IN m 4.93' 217.80' N 49'13'00" W stoke XS4 . 13' E 222. 75' stake 0 W of it Cleared Area z U Y cl t'- m � N Q •• Of ti N Q O I F 0 AREA=86500±SF p W 1.986 ACRES tV (A a Wooded W O o Q o z V) 5 z Monument 233.97' :T+�e " W Ieee N 53-010" W Feun MAP OF PROPERTY ;Pipes- 56.10 LAND N/F SFALECS REALTY CORP. SITUATE AT PECONIC ioai g e TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. 1000-074.00-02.00-010.005 do 011 .002 SURVEYED MAY 5, 2004 TH19 NAP tNle BEEN flfEPARE4 SOLELY FOR TIE USE OF TiE PWNIE9 INOIGIID IN THE CEADFlCATRIN FOR THE PURPOSE 4f#TEO IN INP 1TfLE. USE OF TENS MM BY ANYONE IS TMT!THE INOIOATID PARTES, OR Fpi NiY USE OTTER THAN SHOWN IS PRONNNTm. OFFSETS SHOYM ARE NOT 10 BE USED FOR CQiSRNCDON. 30AIE REARS MAY NOT SCNE TQ INCREASRE OLARDY.OF MAP WSE MRRYEN OFFSETS. W,NO("SANE LDGTIXJi LOTA'(IUNS FNO E%ISfETICE tiF,IANY SU45U�/a:E URtIf1F3 NIOJORSR1UCiURES#NtE RENkFP V191�E ME NOf CERtIRI€O. EASEMEN75 ANO�OR SUBSURFACE SSRUCIURES RECDROED OR UNRECORDED ARE NOT CERDFlEO UNLET PHTSICAk1Y EMDEN7 ON THE PREM"FS AT TIE THIE OF SUR.E1'. IE OFFSETS OR WNENSN)NS SHOWN HEREON FROM THEPROPERIY LINER ARE FOR A SPECNiC PURPOSE AND USE. 1HEREFORE THEY ARE NOT INIENOEO TO MQNUMEM THE PROPERTY UNES OR TO GUIDE TIE ERECItON aF PDOITIONAL SIRIICNRES. FENCES OR OTTER IMPRO'IEMEHTS. UNAUrHwW2ED ALTERFTQN OR ADDITION � � W. TAY EM90SSED SEAL AND SIGNATURE TO THIS StNNNEY IS A HOtA1lON OF 5ECTION 7208 OF THE NEW YORK STATE EDDFATON LAW. LICENSED LAND SURVEYOR COPIES OF THIS SURVEY MM' NOT BEARING THE LAND SURVEYOR'S INKED P.O. BOX 312, PLAIFAX ( 6) 113- 111 SEAL DR EMKO E0 SEAL TRU NOT BE CONSIDERED TO BE A vAUD rauE c6r'r. TEL (516) 433-3725 ,,1 FAX (516) 433-0409 GUARANTEES OR GERT1FIrwnONS INDICATED Records of ` HEREON SHALL RUN ONLY TO THE PERSON BERTRAM F. ALLEN CE FOR WHOM THE SURVEY IS PREPARED, AND oN BIONALF TO TME TITLE COMPANY MENTAL AGENCY AND LENDING . BERTRAM F. ALLEN Jr GOVERN INSITFUTION LISTED HEREON. AND TO THE Port Washington, New York ASSIGNEE OF THELENOING INSTRUITON. 9 TRANSFERABLE DR CERDFICgTI0t14 ARE NOT ® /� © (� ALSERr W. TAY TAANBFEI7ABLE Ta ADDDTOHiVL INSTTunaNs S » , —(,LT, F1"Jl OR SUBSEQUENT OWNERS SCALE t =5Q NQ, LICENSE NO. 36618 3 � 7 765-1802 BUILDING DEPT. INSPECTION K FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / s1 ' W� ` DATE / 7 INSPECTOR aOF SOpr�o� �yoourm TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING { FINAL , * [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR J ® � 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. XFOUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ %] FIRE SAFETY INSPECTION REMARKS: 7'/�'�� DATE INSPECTOR ho�,OF SO(/Ty�6 `ycvup✓a/ TOWN OF SOUTHOLD BU 765.1802 INSPECI [ ] FOUNDATION 1ST [�(JR( [ ] FOUNDATION 2ND [� `] IN r U [ ] FRAMING / STRAPPING [ ] FI [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6 - -tom ems. kv i 0^ o DATE I � S INSPECTOR-44-,d" " ' AOF SOOIy�� �YCOUM9,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: IM,eeJ�CG'�rrd s 10D LA�x L•�r � Com- � A.u. R4 �, 9 ' DATE 1 o� 7' D INSPECTOR -r ff OP Soury�lo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST r\<ROUGH PLBG. [ ] FOUNDATION 2ND [ jj INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / r� �� o INSPECTOR Of SOl/T�OIo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND p] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: t � O DATE /L2 L 0-5- INSPECTOR ho�,OF SO(/T�o� �yco TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ,{FINAL �� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION c REMARKS: DATE /�� ® � INSPECTOR OF SOGTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL ,,a [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- C/ EMARKS: 1 J DATE J INSPECTOR P �- r X p�C 75 OCG Architects, LLP Wednesday December 6,2006 Town of Southold Building Department 53905 Main Road Southold,NY 11971 Re: Bohner Residence 1005 Mill Lane PQconic, NY 11958 Section 74, Block 2, Lot 10 Permit#31205 To whom it may concern: Please be advised; per inspection performed by this office, that all framing at the above- referenced location meets and exceeds all New York State and Town of Southold residential codes, rules, regulations and plans prepared by this office. Please feel free to contact our office with any;questions you may have. Respectfully, ���9QOpCOIVIV FpT �c Todd O'Connell,AIA s 027995 �ryV1;1' T�TF OF NFA/ TOC:mk 60 Carleton Ave. • Suite 202 •'Islip Terrace, NY 11752 • phone: 631-859-3488• fax: 631-859-3489 )( JX '1 2 2005 ! 'j> OCG Architects, LLP; a i , __:'" • nig Wednesday, September 28, 2005 Town of Southold Building Department P.O. Box,1179 "Southold,NY 11971 Re: Bohner Residence 1005 Mill Lane Peconic,NY 11958 To whom it may concern: Please be advised:that the strapping at the above-referenced location meets and exceeds all New York State and local codes and approved plans by this office. Please feel free to contact our office with any questions you may have. o09°CON cy'T Todd O'Connell,AIA s9r �2>saa TOC:mk 60 Carleton Ave. • Suite 202 • Islip Terrace, NY 11752 • phone: 631-859-3488 • fax: 631-859-3489 -�.•.. -J11�L �� / FOUNDATION(IST) �I�a , �� 1 i • I � I I� 1 M- ' ' MI',' ll INSULATION STATE ENERGY CODE /jON ADDITIONAL COMMENIS • AM I41.1 P4,I P IF�lw 1 ' - Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename:Z:\PROJECTSO4\Bohner\Docs\Bohner.rck PROJECT TITLE:Bohner Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.13 DATE:06/01/05 DATE OF PLANS:5/25/05 PROJECT DESCRIPTION: First and Second Floor addition to: 1005 Mill Lane Peconic,NY 11958 DESIGNER/CONTRACTOR: OCG Architects,LLP 60 Carleton Avenue, Suite 202 Islip Terrace,NY 11752 PROJECT NOTES: BO-04-571 COMPLIANCE:Passes Maximum UA=382 Your Home UA=350 Q not_L=eer'rhr�d�rtrn � T. Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1562 30.0 0.0 55 Wall 1:Wood Frame, 16"o.c. 1000 13.0 0.0 57 Window 1:Wood Frame:Double Pane with Low-E 172 0.340 58 Window 2:Wood Frame:Double Pane with Low-E 38 0.330 13 Window 3:Wood Frame:Double Pane with Low-E 14 0.300 4 Door 1: Glass 76 0.300 23 Wall 2:Wood Frame, 16"o.c. 1312 13.0 0.0 108 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 837 . 25.0 0.0 32 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date 0� p,RCH 7- Cp o GONN4Z W OHO l� it H 02,0 .c.% STATE OF��'� TOWN OF SOUTT'OLp BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPAy,rNMNT Do you have or need the following,before applying? TOWN HALL - BoardofHealth SOUTHOLD, NY 11971 r 4 sets of Building Plans TEL. (631) 765-1802 Planning Board approval FAX: (631) 765-9502 e Survey www.northfork.net/Southold/ PERMIT NO. r2)�f��Jr� . Check Septic Form N.Y.S.D.E.C. Trustees Examined 120 Contact: OunreR/C Ao*jee � Approved 6 17 ,20� Disapproved a/c Phone:631�q-7808 OCE X 12Z Expiration 120_ ( oR C4LL nI' Building Inspector ` JUN T `t APPLICATION FOR BUILDING PERMIT 20 OS Date E1_u`3.CiFPT. SOWN of INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. —4-IR/6,49, (Signature of applicant or name,if a corporation) sfle eam-cr 19&119- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0/lw94 Name of owner of premises iG/jry�9 �80#-,J� , f°r (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: /Obi M11-t- tf}-Nf�, ��Gflry/G House Number Street Hamlet ef County Tax Map No. 1000 Section 0-74, O t7 Block 0 2-, o o '' Lot Subdivision Filed Map No. Lot (Name) _ .. 2. State existing use and occupancy of premises and intended use and occupancy of propose4co1traction: a. Existing use and occupancy s/o)6-fc r-rfM1'e-Y ,eESio+:i✓GE � _ b. Intended use and occupanc /�W- MsCy 4&S/Qf'jGE P 3. Nature of work (check which applicable): New Building Addition V/ Alterationy Repair Removal Demolition Other Work (Description) 4. Estimated Cost SQp�D6Q Fee /10,p0 (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. "V14 7. Dimensions of existing structures, if any: Front �3i Y Rear j00 Depth N/# Height 1 -71 t Number of Stories / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Ga'or 8. Dimensions of entire new construction:Front 73r L Rear #11® Depth Height 33/ Number of Stories 2- 9. 9. Size of lot: Front Rear Depth 10. Date of Purchase /0 3c D 3 Name of Former OwnerA- � j�W�C 11. Zone or use district in which premises are situated 'k + o o® / 12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO v / 13. Will lot be re-graded? YES_NO J Will excess fill be removed from premises? YES_NO V 14. Names of Owner of premises SES CA e Address Phone No. Name of Architect C e ACc#rffeCTS LI-Op Address'T 5 0 � a 4 E Phone No e"07--T 88 ss�i r Name of Contractor ufR+°-0 ®IM°�t Address °"Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 1)GFOrppIc 4 #64"4" p6®f/Pji:'R- '-ZZ. being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the B6VA1&< (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me day of 20� Notary Mlic Signature of Allplicant MELANIE DOROSIO NOTARYPUBLIC,State of No.01 D08w York 4634870 Qualified in Suffolk County Commission Expires September 30, BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 7-/0& APPLICANT: DATE SUBMITTED: -6—' /�/04 SCTM#DISTRICT: 1,000, SEC�JTION: , BLOCK: ,�, LOT: ,Z SUBDIVISION: AJO ADDRESS: 100J ML� /C CITY- J ZONING DISTRICT: � CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO /BP -Z/ C/0 Z- , INFO BP -Z/ C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any after 7/1/83 REQ. LOT SIZE: Dk ACT. LOT SIZE: EQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT DEQ SID �p/yy ACT. SIDE_ REQ. REAR �� PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: J &d CHITEC /ENGINEER: WATER FRONT? „DESCRIPTION: PANEL # FLOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH rT: YES or QBED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y off..` ./ NEW YORK STATE DEC: PRE-DEC 9n/75 YES o DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES o DTE /_/ PERMIT#: TOWN ZONING BOARD APPROVAL: YES o l_DTE: / % PERMIT#: TOWN PLAN. BOARD APPROVAL: YES / DTE / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES •r 0 NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2). ES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: 3 SF SECOND FLOOR:---/ SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. ( I SF)- /JlJ SF)= SFX$ f�=$ 15x9-+$ .� 'J-70 0 +$ =$ 2. ( SF)- (_ SF)= SFX $ =$ +$ +$ _$ 3. ( SF)- (SF)= SF X $ =$ +$ q, v FINAL TO AL: $ �o 1 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Iee Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE+D,; Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND.D.QOR SCHEDULE: MISSLE;TEST REQUIREMENTS: Y/N l l 4.; EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) i REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:06/01/05 PROJECT TITLE:Bohner Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16" o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2:Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.300 Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-25.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance from insulation. s Vapor Retarder: [ ] - Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. { ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the 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- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be UL 181A or UL 18113: Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone: Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with.tight fitting non-combustible fireplace doors:. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the 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: f l i Water heaters with vrrti al.9 pe.rise-must-have a heat trap an both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1: { Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. - Heating and Cooling.Piping Insulation: [ ] HVAC piping conveying fluids above 105°F or chilled fluids below 55 °F must be insulated to the Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulatine Mains and Runouts T=erature(Fl UD to 1" 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 ThicknessforHVA CPipes. 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 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) II y II GENERAL CONDITIONS FIREFLAGE- ASPHALT ROOF SHINGLES NYS ENERGY CODE GOMPLIANGE G UNLESS OTHERWISE NOTED, GENERAL FIREFLAGE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R405 2 AIR LEAKAGE n GONDITICNS OF THE GONTRACT FOR TO BC- AS INDICATED ON DRAWINGS OF THE RESIDENTIAL CODE OF N.Ys, -JOINTS, PENETRATIONS, AND ALL MILL ROAD CONSTRUCTION, AIA DOCUMENT-201 PROVIDE OUTSIDE COMBUSTION AIR ALL 5LOFED ROOF SHINGLES SHALL OTHER SUCH OPENINGS IN THE �OIY� 14L/ I \«O�M � OI'J ww -I/87 SHALL APPLY THE GONTRACTOR WITH 6" DUCT AND DAMPER EACH SIDE BE GAF-GLA55-A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARE __-__nLT.o'-_-__ v ¢ m SHALL OBTAIN GERTIFIGATE OF FOR A TOTAL RECOVERY GAPACITY SHINGLES OR APPROVED EQUAL SOURCES OF AIR LC-AKAGE MUST BE 5a5•Is'oo°e sl-1 eo' , FF 0 d °i OGGUPANGY SUBSTITUTIONS SHOULD OF 150 GFM MIN. MAINTAIN MAXIMUM SHINGLES SHALL BE APPLIED OVER SEALED. SECTION 59 BLOCK 122 LOTS) 42141 8 243 NOT BE MADE WITHOUT WRITTEN 20 GFM INFILTRATION THROUGH THE -RECESSED LIGHTS MUST BE TYPE IG s 49.1900^e m m AUTHORIZATION BY THE ARCHITECT FLUE WHEN NOT IN USE PROVIDE I5 ASPHALT FCC-LT WITH RATED AND INSTALLED WITH NO TOWN OF SOUTHOLD 495 g I 0 GAF-wC-ATHER-WATCH ICE AND WATER Z .W] THE PREMISES SHALL BE KC-FT FIREFLAGE OPENING WITH GLASS BARRIER APPLIES AT ERVC-5, PENETRATIONS, OR TYPE IG OR NON-IG ONE: R-60 REQUIRE-D PROVIDED u °o REASONABLY GLEAN AT ALL TIMES. DOORS TO CONFORM TO NYS C-NC--RGY RATED INSTALLED INSIDE AN ry Fl AT THE COMPLETION OF WORK, THE GONSC-RVATION CODE. FIREBOX TO BE VALLEYS AND FLASHING ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY n ISI I UO ~ CONTRACTOR TO PROVIDE ALL FRONT YARD 50 FT 732 FT. CONTRACTOR SHALL REMOVE ALL COMPLETELY LINED WITH FIREBRIGK FLASHING NECESSARY FORA WITH 0.5" GLEARANGE FROM NA5TE MATERIALS, TOOLS, RUBBISH, PROVIDE MIN. 8" FIREPLACE WALL WATERTIGHT, WEATHERPROOF JOB COMBUSTIBLE- MATERIALS AND 3" REAR YARD 60 FT 7972 FT. ETC., GLEAN CLASS AND LEAVE- WORK THIGKNE55 WITH 4" NON COMBUSTIBLE ROOFING 15 To BE APPLIED IN STRICT CLEARANCE FROM INSULATION SIDE YARD (MIN) 20 FT. 64E: FT V BROOM GLEAN UNLESS OTHERN15E FIRESTOPING BETWEEN GOMBUSTIBLE ACCORDANCE WITH THE SIDE YARD (ACG) 40 FT 1445 FT a"+ °•� 5PEG�FIED. THE CONTRACTOR SHALL WOOD FRAME GON5TRUETION VAPOR RETARDER \ W CARRY WORKMAN'S GOMPENSATION MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER BUILDING HEIGHT 35 FT. *31.0 FT. .�..m:. CONTRACTOR SHALL SUPPLY COLOR LOT COVERAGE 20 °6 97 °° \ ck AND GENERAL LIABILITY INSURANck CE FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR SIDE OF ALL NON-VC-NTED FRAMED ALL SHALL COMPLY WITH STATE AND INSTALL TWO LAYERS OF TROWELED OWNER'S APPROVAL, PRIOR TO GEI LIN65, WALL'S, AND FLOORS w..t.o.., .. LOCAL GODE5 AND ORDINANGE5 THE ON FIBERGLASS MASTIC (FED. SPEC. INSTALLATION CONTRACTOR SHOULD FULLY S.SG 155 TYPE-I) MEMBRANE TO BE MATERIALS IDENTIFICATION: +"xw.o�."enfi^ "• ^ '• GUARANTEE r15 WORK AND THE WORK GONTINUOUS FROM TOP OF INBULATIOiJ -MATERIALS AND EQUIPMENT MUST BE .n OF HIS SUBGONTRAGTOR5 FOR A FOUNDATION AND EXTEND TO LAP INSTALLED IN ACCORDANCELA WITH THE ; PERIOD OF ONE YEAR AFTER EDGE OF FOOTING. ALL EXTERIOR WALLS AND ROOFS e s MANUFACTURER'S INSTALLATION p p 0 GOMPLETION OF THE PROJECT UNLE55 SHALL BE INSULATED WITH FOIL INSTRUCTIONS. ° [ ° OTHEFN15E BPEGFIED. ALL WORK BY JO FIBREGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE GOMPLIANGE g FRAMING AND ROUGH CARPENTRY EQUAL, FOIL TO BE PLACED TOWARD TALE MINIMUM INSULATION THIGKNE55 FOR GIRGULATING HOT WATER PIPES � x 49.19'00^w AGGORDANGC- WITH GOOD BUILDING JOISTS RAFTERS AND STUDS SHALL BE pJARM SIDE. PROVIDE- II/2" RIGID GAN BE DETERMINED INSULATION THICKNESS IN INCHES BY PIPE SIZES m FRAGTICES. THE CONTRACTOR SHALL GONSTRUGTION GRADE DOUGLAS FIR 1100 499 -AGTLF MANUALS FOR INDEMNIFY AND HOLD HARMLC-55 THE FOAM INSULATION ON ALL EXTERIOR MAINS AND RUNOUTS N a9°19'00"W �n.ao' P51. ALL WOOD SILLS AND WOOD IN INSTALLED E U PNCNT A ND 9ERVAIGE COOLING,-MANUr 1 TEMPERATURE RF NOPN-GSRGULATIN PRJN00255 GIRS UT STIP G -ydQ OWNER, ARGHITEGT, AND THEIR FOUNDATION WALLS FROM FOOTING ( ) OVER 2" CONTACT WITH MASONRY SHALL BE AGO TO 6"BELOW FINISHED GRADE- UNLESS HEATING EQUIPMENT MUST BE 1 2,0 2 ? a AGENTS AND EMPLOYEES FROM AND TREATED ALL METAL FASTENERS IN OTHERWISE- SPECIFIC-D CARE SHOULD PROVIDED. 'it '� AGAINST ALL CLAIMS, DAMAGES, GONTAGT WITH AGO TREATED LUMBER TO BE TAKEN NOT CI DAMAGE 140-160 OS o.5 O 1.5 `0 - LOSC-5 AND ERPENSC-5, INCLUDING DE DOUBLE HOT DIPPC-D GALVANIZED OR -INSULATION R-VALUES AND GLAZING PLOT PLAN ! _ W ATTORNEYS SEES ARISING OUT OF OR FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY 100-130 O,5 O.5 O.5 O _ AS SPECIFIED BY MANUFACTURER RESULTING FROM THE PERFORMANCE TERMITE SHIELDS AT SILL TO BE COPPER HOOD FLOORING MARKED ON THE BUILDING PLANS OR OF THE WORK PROVIDED THAT ANY OR OTHER APPROVED NON CORROSIVE WOOD FLOORING TO BE 2 I/4" WIDE SPECIFICATIONS SCALE IP=5O'-O" /�3N 5UGH CLAIM, DAMAGE, L055 OR MATERIAL. ALL EXTERIOR 5HEATHING TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES w` E\FENSE (A) IS ATTRIBUTABLE TO SHALL BE 1/2 GDX DOUGLAS FIR -SUPPLY DUETS IN UNCONDITIONED FLOOD WOE A BY 3/4" THICK TONGUE AND GROOVE- DUCT INSULATION. In SELECT RED OAK STRIPS MINIMUM 2' HEA B NG TO 8C- INSTALLED OVER CONSTRUCT ON TYPES SYSTEM FRANCE (F) 2 RUNOUTIS NI"TAND LE55 NI.SG TO 2'Y P2.5' SO 4" APF ED AS NOTED (CHAPTER.46" Ul BODILY INJURY, AIGKNE55, DISEASE PLYWOOD, SUB-FLOORS OR DEATH OR TO INJURY TO OR PLYWOOD EXTERIORS ATTICS OR OUTSIDE THE BUILDING DESTRL'GTION OF TANGIBLE PROPERTY GOVERED WITH "TYVEK" HOUSE WRAP OR MUST BE INSULATED TO R-8. CAMP 6 WEIGHT GRAFT PAPER ALL BOARDS -RETURN DUGT5 IN UNGONDITIONED HEATING SYSTEMS FLOOD DAMAGE PREVENTION (OTHER THAN THE WORK ITSELF APPROVED EQUAL. BLOCK STUD WALL5 TO BE BLIND NAILED WITH 2" BARBED ATTIC5 OR OUTSIDE THE BUILDING LOW PRES5URE/TEMPERATURE 201-250 LO 15 1.5 2.0 DATE: 6 �� B.p,�r�'IOUTHOLDTdWN CODE. trV INCLUDING THE L055 OR USE AT I/2 STORY HEIGHTS AND AT ALL FASTENERS, ALL JOINTS TO BE TIGHT �/�719 0 N O MUST BE INSULATED TO R-4 Low TEMPERATURE 120-200 0.5 1 o Io 15 FEE: BY: F # RESULTING THEREFROM) (5) IS UNSUPPORTED EDGES OF PLYWOOD. WITH BOARD EDGES FREE OF -SUPPLY DUETS IN UNCONDITIONED ( z CAUSED IN WHOLE OR IN PART BY ANY PROVIDE SOLID BLOCKING AND DEFORMITIES. ALLOW FOR PERIMITER STEAM CONDENSATE (FOR FEED WATER) ANY I,O O 1.5 20 NOTIF BUILDING DEPAR NT AT Q V NEGLIGENT ACT OR CM1551ON OF THE DIAGONAL BRAGING OF FLOOR JOISTS SFAGES MUST BE INSULATED TO R-5 765-1802 8AM TO 4PM FOR THE OCCUPANCY OR EXPANSION AS REGOMMC-NDED BY -RETURN DUGT5 IN UNCONDITIONED COOLING SYSTEMS J CONTRACTOR, ANY SUBGONTRAGTOR, AT 8' O.G. MAXIMUM AND SOLID WOOD FLOOR MANUFACTURER, GHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2 0 FOLLOWING INSPECTIONS: N ANYONE DIRECTLY OR INDIRECTLY BLOGKING UNDER ALL UNSUPPORTED PREPARATION AND FINISHING BEIGES (C-XGE - BASEMENTS) MUST USE IS UNLAWFUL Z N 1. FOUNDATION - TWO REQUIRED p ALL PLANK FLOORING TO BE SANDED -I INSULATED TO R-2. AND BRINE 120-200 O5 O Lo IS I CATS EMPLOYED BY ANY OF THEM, OR EDGES OF PLYWOOD. ALL GAP PLATES -INSULATION IS NOT REQUIRED ON FOR POURED CONCRETE �p� 7 (^ L ',IT f^' I U Z ANYONE FOR WHOSE ACTS ANY OF TO BE DOUBLED AND NAILED BOTTOM THREE TIMES, ONE COURSE OUT, ONE RETURN DUCTS IN BASEMENTS 2. ROUGH - FRAMING d PLUMBING yylTN,nl,U 11 �l THEM MAY BE LIABLE REGARDLESS GAP PLATED TO END OF STUDS, LAP GAP MEDIUM GUT, AND ONE FINE GUT. ALL WALL KEY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS' As PER 3 INSULATION OF WHETHER OR NOT IT 15 CAUSED IN PLATES AT CORNERS TOE NAIL JOISTS SANDING TO BE UNIFORM, SWIRLS AND TABLE P3016 OF -HE RESIDENTIAL CODE OF NEW YORK 4, FINAL - CONSTRUCTION MUST CROSS-MARK5 ARE UNACCEPTABLE. DUCT GONSTRUGTION. 3 yT-m PART BY A PARTY INDEMNIFIED TO GAP OR BC-AM WITH . WHERE FLUSH - HEREUNDER. ALL MATERIALS, FRAMING OCCURS, USE MIN. 160A SHEET -ALL JOINTS, SEAMS, AND - - EXIST TO BE REMOVED ALLOWABLE- BE COMPLETE FOR C.O. ASSEMBLIES, AND METHOD OF METAL JOISTS HANGERS BY "51MPSON" OR TWO GOATS G7 STAIN, APPROVED BY CONNECTIONS MUST 6E SECURELY STRucTURAL MEMBER DEFLEcnoN ALL CONSTRUCTION SHALL MEET THE RETAIN'STORM WATER RUNOFF I�FL.�i)t� U CONSTRUCTION INCLUDING BUT NOT APPROVED EQUAL ALL CORNERS TO BE THE ARGHITC-GT AND/OR OWNER SHALL FASTENED WITH WELDS, GASKETS, EXIST TO REMAIN REQUIREMENTS OF THE CODES OF NEW pURSUANTTOSECTION45-10C €m° �==� LIMITED TO FORM-WORK, MINIMUM 3/2X4 STUDS, HEADERS SHALL BE BE APPLIED IN A UNIFORM MASTIGS (ADHL-SIVES), RAPTORS HAVING SLOPES GREATER THAN 9/12 L/IbO YORK 'TATE. NOT RESPONSIBLE FOR CLOCK-WORK, FRAMING, NAILING, MANNERFLOORING SHALL BE SEALED MASTIC-PLUS-EMBEDDED-FABRIC, OR ® NEW WOOD FRAME GNST WITH No FINISHED CEILING ArraCHED To MINIMUM 2/2X6 UNLE55 NOTED ON PLANS. WITH TWO GOATS OF NON-YELLOWING TAPES DUCT TAPE 15 NOT RAFTERS !P CONSTRUCTION ERRORS. OF THE�TOWN CODE F-ACING OF CONGRETE, ETC, ARE TO MINIMUM BEARING FOR STUDS, JOISTS AND POLYURETHANE AS MANUFACTURED BY PERMITTED. INTERIOR WALLS AND PARTITIONS H/Ibo hyo�wmo BE CAREFULLY SUPERVISED BY THE BEAMS SHALL BE 3 I/2" USE DOUBLE MGKLUSK/'S HEIRLOOM SERIC-5, - NEW POURED CONCRETE 11 0� P'- Y EXCEPTION CONTINUOUSLY WELDED FLOORS AND PLASTERED CEILINGS L/360 o-xTa=U+m U GONTRAGTOR TO BE SURE THEY ARE JAGK STUDS FOR HEADERS OVER FIVE EGG5HELL FINISH OR APPROVED AND LOCKING-TYPE LONGITUDINAL HARD WIRED SMOKE IN AGGORDANGE WITH THE DRAWINGS, FEET IN LENGTH EQUAL • DETECTOR W/ BATTERY ALL OTHER STRUCTURAL MEMBERS L/240 COMPLY WITH ALL CODES OF Fra m;_onmp U F- SPECIFICATIONS, AFPLIGABLE CODES JOINTS AND SEAMS ON DUCTS O EXTERIOR HALLS w1rH PLASTER OR sruccG FINISH H/960 NEVA"!ORK STATE 8 TOWN CODES AND GOOD PRACTICE DEVIATIONS PLUMBING OPERATING AT LE55 THAN 2" wg. DAGK-UP FROM THE DRAWINGS AND FAINTING AND STAINING (500 PA,) ® EXTERIOR HALL5 - WIND LOADS" WITH BRITTLE L/240 AS REQUIRED AND CONDITIONS OF a �oFSo� om CONTRACTOR SHALL INSTALL WATER THE FOLLOWING I5 INGLUDED FOR THE 80 GFM FAN TO C-XTERIOR SPECIFICATIONS WILL NOT BE SUPPLY AND SANITARY SYSTEM AS -DUGT5 SHALL BE SUPPORTED EVERY FINISHES PERMITTED WITHOUT WRITTEN INDICATED AND AS PER APPC-NDIX "J" OF CONVENIENCE OF THE PAINTING IC FEET OR IN ACCORDANCE WITH THE EXTERIOR WALLS - WIND LOAD5a WITH FLEXIBLE L/12O SQUIN(XDT �A GONTRAIt,TORS AND ONLY AS AN HARD WIRED CARBON MONOXIDE a' o pa o5 uW AUTHORIZATION OF THE ARGHITEGT. THE RESIDENTIAL GObE OF N.Y.S, FOR MANUFACTURER'S INSTRUCTIONS, a "�i"'-:umrcaa gg INDICATION OT THE TYPES OF PAINTS -COOLING DUGT5 WITH EXTERIOR DETECTOR W/ BATTERY BACK-LII FINISHES SOUIIIO�DTOYMPIANNINGBOARU u o = N THE CONTRACTOR SHALL BE RENOVATIONS. PROVIDE HOT AND GOLD MIN 12" A.F F. AS PER SEGT. 1225.2 THE ON TRA FOR THE SHOP SHUT-OFF VALVES AT ALL FIXTURES ALL REQUIRED FOR VARIOUS SURFACES. IT INSULATION MUST BE GOVERED WITH AFE5NYE, GODS NOTE. L=SPAN LENGTH, H=SPAN HEIGHT SDUDiDL0T0WNTAUSTEES DRAWINGS WHICH MAY BE NEEDED HATER PIPING TO HAVE CLFANOU75 AT IS THE INTENT OF THESE VAPOR RETARDER. a, THE HIND LOAD SHALL BE PERMITTED TO A TAKEN H G7 ° € 5FEGIFICATIONS TO PROVIDE A ALL DIMENSIONS AND CONDITIONS ALL GRANGES OF DIRECTION AND AT -AIR FILTERS ARE REQUIRED IN THE TIMES THE COMPONENT AND CLADDING LOADS FOR THE N.Y.S.DEC _ UNDERWRITERS CERTIFICATE u'^°oa COMPLETE FINISH ALL PAINTED PURPOSE-5 of THE DC-TERMINING DEFLECTION LIMITS HC-REIN i REQUIRED �I�F KamLao m ARE TO BE FIELD VERIFIED BASE OF VERTIGAL WASTES USE 4" GAST RETURN AIR SYSTEM, � IY-'H .�"�a uJ N CONTRACTOR To REMOVE § IRON THROUGH FOUNDATION WALL 5URFAGE5 MUST BE FULLY GOVERED -THE HVAC SYSTEM MUST PROVIDE A CERTIFICATION OF oa= aIwsa d m RELOCATE AS REOUIRED ALL PITCHED MIN 1/6" PER FOOT. TRAP/WASTE N A UNIFORM MANNER TO BE MEANS FOR BALANCING AIR AND DESIGN LOADS AND SPEC F GAT'ONS, wIJJ ii�O R' IL EXISTING woRK WHICH INTERFERES SIZES FOR FIXTURES SHILL BE As ACCEPTABLE. NATER SYSTEMS PLUMf3F_PCFF:TIFICATION NAMING & CONNECTIONS �faa€G°o 00 0 WITH NEN CONSTRUCTION F-OLLCwS INTERIOR WOOD SURFACES-AFFLY TO ON CERTIFICATEtiFOCCUP�NCY ALL REQUIRE,D, DISH WASHER 11/2" LIGHTLY SANDED 5URFAGE5, WALLS, TEMPERATURE CONTROLS. GROUND SNOW LOAD 45 PSF DOORS, FRAMES, TRIM, AND BASES, -EACH DWELLING UNIT HAS AT LEAST GEI LI NG LIVE LOAD 20 PSF + t wuY+ N§ AE�Uti CONST RUCTION SHALL m SITE WORK KITCHEN SINK I/2" ONE GOAT NOOD FILLER OR STAIN ONE THERMOSTAT CAPABLE OF STAKEOUT Is ro BE PERFORMED BY A LAVATORY 4^ AND Two conrs MCK usKY's SECOND FLOOR LIVE LOAD Bo PSF d.' 4, , SOLDER USED IN WATER MEET TF{EREQUIREMENTS OFTHE' LICENSED SURVC-YOR. STAKING AND SHOWER 2" AUTOMATICALLY ADJUSTING THE FIRST FLOOR LIVE LOAD 40 PI H "i r SUPPLY SYSTEM CANNOT LAYOUT ARE TO ESTABLISH ALL LINES TOILET 3"/MATCH FIXTURE OUTLET EGGSHELL FINISH NON-YC-LLOWING SPADE TEMPERATURE SET POINT OF r .;LT, CODES OF NEW YORK STATE. POLYURETHANE. THE LARGEST ;ZONE, WIND SPEED 110EMPH +,U " + unAj� y bb /, FXCEED2/T�,OPT%LEAD. AND BENCHMARKS, VERIFY ALL GIVEN ALL SYSTEMS TO HAVE ONE 3" MAIN VENT GYPSUM BOARD- MINIMUM CNC- GOAT SEISMIC DESIGN CATEGORY f - - DATA ON DRAWINGS IN CASE OF STACK INCREASED TO 4" THROUGH THE PRIMER AND TWO COATS FLAT FAINT. ELECTRIC 5Y57rM5: NC-ATHER INDEX 5EVERE ( . G ,,,, , '+ '� (�%, PLUMBING DISGREPANCY, RECEIVE ROOF. PROVIDE FROSTPROOF HOSE-BIBS EXTERIOR WOOD 5URFAGE5- TWO -SEPARATE ELECTRIC METERS ARE FROST LINE DEPTH 3 FEET „,• y,y _ GLARIR DATION FROM ARGHITEGT AS INDIGATED ON PLANS WITH EA51LY GOATS EXTERIOR GRADE STAIN REQUIRED FOR: EACH DWELLING UNIT. ALL BEFORE WASTE 6 ij% i; '�,"% 8,WATER LINES NEED PRIOR TO FROGCEDING EXCAVATE AGGESSIBLE DRAIN DRAIN-GOGK5 THE TERMITE MODERATE TO HEAVY r ?d T,+ p r yi-+ TESTING BEFORE COVERING EXTERIOR EXPOSED METAL- MINIMUM lit AND BACK FILL FOR WORK INDICATED WATER SUPPLY AND SEWAGE DISPOSAL ONE GOAT ZING CHROMATE AND TWO DC-GAY SLIGHT TO MODE-RATE i v .� ��' MINIMUM DESIGN DC-AD LOADS" AS PI ON DRAWINGS STOCKPILE TOF501L SYSTEM SHALL COMPLY TO THE FIREPLACES. 13 ' GOATS EXTERIOR ENAMEL. WINTER DC-SIGN TEMPERATURE 6 , r", y �' I TABLE G3-I ASCE 7-9b W OBTAINED FROM STRIPPING DRIVEWAY APPLICABLE COUNTY DEPARTMENT OF -FIREPLACES MUST BE INSTALLED " ; kz x, y it M .; ,f ~O ALL MATERIAL SHALL BE OF BEST WITH TIGHT FITTING NON-COMBUSTABLE IGE SHIELD UNDERLAYMENT REQUIRED YES / LOAD Z AND BUILDING SITE. STOCKPILE- ALL HEALTH STANDARDS AND REGULATIONS QUALITY PITTSBURGH, PRATT § FIREFLAGE DC)ORS ,+ �' E\CAVATED MATERIAL NEW AND APPROVAL OF ALL PLUMBING MUST BE LAMBERT, DUTCH BOY. CADOTS, a i, f u. _ � e1 :f 11 COMPONENT (psf) In EXISTING BACK FILL MATERIAL AND OBTAINED FROM APPROPRIATE LOCAL -FIREPLACES MUST BE PROVIDED � '{ I TOPSOIL ARE TO BE FREE OF WEEDS, AUTHORITIES PRIOR TO CONGEALMENT. MGKLUSKYS, OR APPROVED EQUAL WITH A SOURCE- OR COMBUSTION AIR, WARM ROOF SNOW LOADS. fy „ YTI �yp .� nmrvy�rn'u�e _ r,e''� G E L N 6 s CONTRACTOR IS TO PROVIDE AS PER TABLE ASGC- 7-Pb SECT. 7.4 AND ~ TREE ROOTS, ROGK5 AND DEBRIS PRIOR TO ORDERING, CONTRACTOR AS REQUIRED EY THE FIREFLAGE t^ " _ GYPSUM BOARD (I/2-In) '1.0 dQ ,ALL SURPLUS MATERIAL THAT IS SHALL SUPPLY GUTS OF FIXTURES FOR SAMPLES of ALL PAINTS AND STAINS GON5TRUGTIONI PROVISIONS OF THE FIGURE 7-2 ` - FOR ARCHITECT'S AND/OR OWNERS BUILDING GODS OF NEW YORK STATE, SLOPE E5 GSL LIVE LOAD �' " loom GYPSUM BOARD UNSUITABLE- FOR BACK FILL MATERIAL OWNERS APPROVAL. IN THE EVENT THAT APPROVAL, THE RESIDENTIAL CODE OF NEW YORK ny '�' r :xi : jr' SUSPENDED STEEL CHANNEL 5Y5TEM 2.0 SHALL BE REMOVED FROM THC- SITE, THE OWNER CHANGE5, THE CONTRACTOR 3 12 (085) X (45 PET) 4o F5F �f STATE OR THE NEW YORK CITY ` G O V E R N G 5, R O O F, AND WALL GYPSUM WALL BOARD BUILDING GODIE, AS AFPLIGABLE. 4.12 (0.8) X (45 FBF) Be,3PSF PROTECT ALL TREES WITHIN EIGHT SHALL CREDIT THE OWNER FOR THE FULL •t'!"°'" i �'".7p w FC-ET O� THE 6UILDIN6 PROPER 01 SUBICON7RAGTOR5 COST FOR THE INSTALLED AS PC-R SECTION R7o232 5 12 (0.74) X (45 FISH) 34 PEP ��i f �yA�� �h ASPHALT SHINGLES 2.O APPROVALS MUST BE OBTAINED GHANGED UNIT. THROUGHR702B6 OF THE SERVICE WATER HEATING 6:12 (0.67) X (45 PSF) 30 PEP BEFORE COVERING ANY EXCAVATED RESIDENTIAL CODE OF N.Y 5 GYPSUM r l GYPSUM 5HEATHING, 1/2-In. .6 WORK. HVAC -WATER HEATERS WITH VERTICAL 712 (O.6) X (45 PST) 27 PSF j'J, ` y� � PLYWOOD (per I/2-InJ Lb SYSTEM TO BE DESIGNED BY OTHERS. WALLBOARD APFLIGATION SHALL BE PIPE RISERS MUST HAVE A HEAT TRAP g;12 (0.56) X (45 PSF) 25 PSF _ TAPE JOINT SYSTEM ALL GYPSUM ON BOTH THE IINLET AND THE OUTLET yj� '. �� + RIGID IN5ULATION, 1/2-In. CONCRETE BLOCK PROVIDE PROPER SUPPLY TO ALL ROOMS BOARD TO BE I/2" ON WALLS AND I/2" UNLESS THE WlATER HEATC-R HAS AN q 12 (OB) X (45 FBF) 23 P5F +Lt SINGLE-PLY SHEET WATERPROOFING MEMBRANE O."i Z ALL CONCRETE- BLOCK IS TO HAVE § CONFORM WITH ALL STATE AND LOCAL ON CEILINGS UNLESS OTHERWISE 10.12 (0 46) X (45 PSF) 2< PSF r "' "OUR-O-WALL" REINFORCING EVERY CODES. A5 PER APPENDIX "J" OF THE INTEGRAL HEAIT TRAP OR IS PART OF /' I BITUMINOUS, SMOOTH SURFACE THIRD COURSE. FILL TROP COURSE- RESIDENTIAL CODE OF N.Y S FOR INDICATC-D FINISH JOINTS, J-BEADS, A GIRGULATING SYSTEM. 1112 (0.44) X (45 PSF) 20 PSF y�r I I WATERPROOFING MEMBRANE 1 L5 O ,.(� SOLID MORTAR MIL r0 BE ONE PART RENOVATIONS NAIL DIMPLES, CORNERS AND EDGE5 -INSULATE GIRGULATING HOT WATER 12,12 (cl X (45 PSF) 18 PSF W SHALL BE TAPED AND REGE VE THREE PIPES TO THC- LEVELS ON TABLE I, !/ I F L O o R 5 AND FLOOR FIN 1 5 H E 5 F- tl I 1 PORTLAND GEMENT, ONE PART LIME GOATS OF JOINT COMPOUND ALLOW cry ➢-L.Y PUTTY, AND 51\ PARTS SAND, OR ONE GLA55 WINDOWS AND DOORS 24 HOURS TO DRY BETWEEN GOATS NOTE ' `\ I CERAMIC OR QUARRY TILE (3/4-In) 16.0 ni Z �_ GIRGULATING HOT WATER SYSTEMS. THIS BUILDING HAS BEEN DESIGNC-D AS PCC-R THE AMC-RIGAN FOREST AND a„� ON 1/2-In. MORTAR BED IL PART MASONRY GEMENT AND THREE TO BE INSTALLC-D AS PER FINAL GOAT TO BE SANDED SMOOTH. -INSULATE- GIRGULATING HOT NATO-R �"R�+� } .` ` ., w J PARTS ASO So BEI 5TAL OF THE RESIDE-NTIAL MC-TIAL CORNER BL-AD TO BE USED ON PIPES TO THE LEVELS ON TABLE PAPER ASSOCIATION (AFd PA) WOOD AND FRAME GONSTRUGTION MANUAL .- >h - "- HARDWOOD FLOORING, I/ -In� 4.0 BUILDING CODE OF N.Y5 ALL GLA55 ALL OUT51DL: GORNERS AND AROUND FOR ONE AND TWO-FAMILY DWELLINGS LINOLEUM OR ASPHALT TILE, 1/4-In I.0 I- v • J r P /�R�A Mfg � � z CONCRETE IS TO BE INSULATED LOW-E UNLESS ALL OTIC-NINES HEATING AND �GOOLING PIPING NO GONGRETE OR MASONRY WORK OTHERWISE SPECIFIED GLASS FLOOR , INOO 3/4-In. . 1 4(,JIL/ SHALL BE DONE DURING SUBCONTRACTOR SHALL NOT INSTALL INSULATION. NOTE N.T.S. I ELECTRICAL -HVAC PIPING CONVEYING FLUIDS APPLIANCE CLEARANCE - APPLIANCES SHALL BE INSTALLED WITH GLEARANGES FROM FLOORS, WOOD JOIST (no plaster) 12-In. Ib-In TEMPERATURE-5 OF 40 DEGREES F. GLASS UNTILL PROPER GLEARANGES ALL WORK SHALL COMPLY WITH THC ABOVE- 105°F AOR GRILLE-D FLUIDS UNPROTC-GTC-D COMBUSTIBLE MATERIALS AS INDICATED ON THE APPLIANCE LABEL AND IN JOIST SIZE5 (In) OG, O.G. AND FALLING NO CONCRETE SHALL ARE PROVIDED. ALL SLIDING GLA55 NATIONAL ELEGTRIGAL CODE AND ALL BELON 55°F MIU5T BEE INSULATED TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BE PLACED ON FROZEN SURFACES. NO DOORS, SKYLIGHTS AND/OR WINDOWS STATE, LOCAL, AND UTILITY GOMPANY THE LEVELS IN TABLE 2 2x5 6 5 Ld ill/ O O ADDITI'✓E5 SHALL BE ALLOWED AS REQUIRED BY CODE, SHALL BE CODES AND REGULATIONS. ALL NOTE2xb b b LIA WITHOUT WRITTEN PERMISSION OF THE INSULATED TEMPERED BLASE ALL CIRCUITS SHALL BE MINIMUM IS AMP, NOTES PROVIDE WOOD STRUGTURAL PANELS WITH A MINIMUM THIGKNE55 OF 7/16" AND A MAXIMUM 2x10 7 6 W ARGHITEGT ALL GONCRETE 15 TO BE BLABS DOORS AND WINDOWS SHALL POWER WIRING SHALL BE MINIMUM 14 1 OBTAIN ALL PERMITS PRIOR TO MIN 5,000 FSI AT 28 DAYS § 3,500 BE INSTALLED IN STRICT ACCORDANCE AWG, CONVENIENCE OUTLETS SHALL THE START OF WORK SPAN OF PRECUT FOR O ER NG PROTECTION IN ONE AND TWO STORY FRAMED BUILDINGS PANELS 2x12 b T F51 FOR GARAGE SLAB. PROVIDE ALL NITH THE MANUFACTURERS BE LOGATED 12" ABOVE FINISHED TO D PRECUT TC COVER THE GLAZED OABLEG5 WITH ATTACHMENT HARDWARE E 5UIEHMENT FRAME PART171 o N 5 SLEEVES AND FOUNDATION VENTS AS SPEGIFIGATIONS. ALL WINDOWS ARE TO FLOOR UNLC-55 OTHERWISE INDIGATED 2. ALL BEDROOM CLOSETS TO BE HARDWARE- TO DC- IN COMPLIANCE WITH TABLE R3012,1.2 OF THE NEW YORK STATE BUILDING REQUIRED BY NYS CODE. UNLESS BE CAULKED AND SEALED A5 PER NYS WOOD OR STEEL STUDS, /2-In. GYP. BOTH 51DE5 b.0 n, O z ALL SwITGHED TO BE LOCATED 56" GODS (SEE BC-LOW) FRAME W A LI L 5 IL. INDICATED, ALL FOUNDATION ENERGY CONSERVATION CODE ABOVE THE FINISHED FLOOR UNLE55 PROVIDED WITH ROD § SHELF, ALL fY� Q FOOTINGS ARE TO BE A MIN 8" DEEP REQUIREMENTS PROVIDE FLASHING OTHERWISE INDIGATED. SUPPLY LINEN CLOSETS TO BE PROVIDED WITH EXTERIOR STUD WALL5. LLJ PROJC-GTING 6" ON C-IGH SIDE OF THE PANS UNDER ALL SLIDER, DOORS, AND 5 ROWS OF SHELVES. TAf�L� R�O .2. .�: WNDBORNE DEBRIS PROTECTION FABTENN6 SCHEDULE- Q' RECOMMENDED LAMPS IN ALL FOR WOOD STRUGTURAL PANELS 2x4 INSULATED, ., /0-1n. GYP5Uh'1 FOUNDATION WALL, PROVIDE TWO 04 WINDOWS WITHIN A 6" OF AN EXTERIOR FIXTURES, 3 DOOR TRIM AND BASE MOLDING INSULATED, 3/e-In. SIDING II O DEFORMED BARS CONTINUOUS IN THE SURFACE, ALL EXTERIOR DOORS ARE FASTENER SPAGINO w FOOTING .ALL 4" THICK CONCRETE To BE FULLY WEATHER-STRIPPED, TO MATCH EXISTING, 2x6 0 I6-In, 5/b-In. GYPSUP�, r SLAGS TO HAVE 6X6 10/10 WELDED PROVIDE ALL SCREENS AND FASTENER TYPE 4 FOOT 6 FOOT INSULATED, 5/5-In. SIDING 12'0 O O " IMPERFECTIONS AND GUARANTEED BY SPAN < PANEL SPAN O ry Z FAUGETS TQ BE SUPPLIED BY OWNER _ EXTERIOR STUD WALLS WITH BRICK VENEER 480 WIORE REINFORCING. ANCHOR BOLT X 15 TO BE FREE OF SCRATCHES AND AND INSTALLED BY CONTRACTOR 2 I/2" #( WOOD SCREWS 4 F�00T _ 2 OT 5 8 FOOT +' INBOHT5 of MA50NARY INCLUDE MOTAR BUT NOT PLASTER. FOR m O a z 4. ALL BATHROO < PANEL - 5 IN HARDWARE AS REQUIRED. ALL CLASS � PANEL SPAN G NGRETE SHALL BE HOOKED 5/8' < < 6 FO -' AT MAN 40 O, AND MAX. 13 q" PLASTER, ADD 5 Ib/Ft'- FOR EACH FACE PLASTERED, VALUES W FROME CORNERS PROVIDE BITUMEN THE MANUFACTURER FOR A PERIOD OF 3 5 FINISHES TO BE SUPPLIED GIVEN REPRESENT AVERAGES. IN SOME HE SA THERE IS * F Q Q EXPANSION JOINTS BETWEEN SLABS NO LESS THAN 5 YEARS ALL WINDOWS BY GWNER 2- I2" #B WOOD SCREWS IG," IG," 2° CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCT :)N AND FOUNDATION WALLS, TO BE ANDERSEN UNLESS INDICATED 'n OTHERWISE. i II UPLIFT STRAP CONNECTION REOUIREMENT5 TABLE 3.1 NAILING 5GHEIXLE A5 PER A1N5I/AF4 F A WFG1M1-Igq5 (Roarr--TO-WALL, WALL-TO-WALL, AND WALL-Ta-FOUNDATION) (TABLE 3.38) o NUMBER OF FASTEST MILE W1N05PEED (MPH) FASTEST MILE WINDSPEED (MPH) JOINT DESCRIPTION NAIL SPACING FRAMING FRAMING COMMON NAILS qO MPH qO MPH H +y °� q SPACING ROOF SPAN (FT.) SPACING ROOF SPAN (FT) U ROOF FRAMING (IN) NAILS IN EA END OF (IN) NAILS IN EA END OF RAFTER TO TOP PLATE (TOE-NAILED) IY4"x20 GAGE STRAP 24°x20 GAGE STRAPU Q 2" CG. SPAGIN6 (3) ad PER RAFTER (2) ad 12'_0„ (2) ad Uy. 16" 200'-'-O" (">) 8d (3) ad OG 5PAGING (3) ad PER RAFTER (2) 6d I6'-O" (3) ad CEILING J0157 TO TOP PLATE (TOE-NAILED): 20'-O" �-I C OG 5PAGING (3) bd PER JOIST 12 24'-C" (2) ad 192 24'-O" (4) ad O 16" 0,0 5PAGING (3) ad PER J0157 X25'-O" (3) 25d 225'-O" (4) adIF BATHROOM MASTER CEILING JOIST TO PARALLEL RAFTER (FAGS NAILED) ROOF 51-TN 32'-O" (3) ad P2'-O" (4) ad BATHROOM 20'-O" 26'-O" 36'-O" 36'_0" (3) ad 36'-O" (5) 6d 2" 0 G 5PAGING 3:12 PITCH (4) I6d (b) Ibd (6) Ibd (IU Ibd EACH LAP 12'-C" (2) ad 12'-C" (3) ad SHOWER 16" OC SPACING 512 PITCH (5) Ibd (6) Ibd OU Ibd (I4) Iba EACH LAP I& _C" (2) 25d 16'-1" (3) 25d - 4 " (3) 20'-0" (4) ad -O0 2" CL 5-AGING 4.12 PITCH (3) Ibd (5) I6d (6) I6d (6) Ibd EACH LAP 16" CO 5PAGING 4 12 PITCH (4) Ibd (b) I6d (6) Ibd 61) Ibd EACH LAP 16 24 24' " (3) ad 24 24'-O" (4) ad — 2b'-C" (3) Lad 28'-O" (5) 256 12Or, SPACING 5 12 PITCH (5) ad Wad (5) 16d (1) I6d EACH LAP 321_0" (4) bd 321-0" (5) bd 16" OC. 5PAGING 512 PITCH (5) I6d (5) Ibd h) I6d (q) I6d EACH LAP 36'-O" (4) bd 36'-0" (6) Bd 2" CC. SPAGIN6 1.12 PITCH (5) Ibd (3) Ibd (4) Ibd (5) Ibd EACH LAP (3) I6d (4) I6d a) I6d (61 I6d EACH LAP NAILING REOUIREMENT5 ARE BA5ED ON WALL SHEATHING NAILED 6 IN ON-CENTER AT THE PANEL EDGE OF WALL TUB 2 FL, TUB 16" or 5PAGING lag PITCH SHEATHING 15 NAILED 3" ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS ^" OG SPACING q 12 PITCH (3) 166 (3) 166 (3) Ibd (4) Ibd EACH LAP FOR STRUCTURAL MEMBERS SMALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO "— e ew—ew 16" 0 5PAGING 412 PITCH (3) Ibd (3) Ibd (4) Ibd (5) I6d EACH LAP MAINTAIN THE LOAD PATH 12" OG 5PAGING 12 12 PITCH (31166 (Wad (3) I66 (31 Ibd EACH LAP 2 WHEN WALL SHEATHNO IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE IG" C G SPACING 1212 PITCH (5) Ibd (3) I6d r3) I6d (4) I6d EACH LAP PERMITTED TO BE REDUCED TO (1) I66 NAIL PER FOOT POWDER 3 § KITCHEN LAUNDRY CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED), ROOF SPAN RAFTER TO TOP PLATE / CEILING J0157 TO TOP PLATE JOINT NOTES (TABLE 33A AN51/AF4PA WFGM-Iggr): ROOM 12'-G" 20'-O" 26'-O" 96'-0" -IDd BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR bd COMMON NAILS 12" CG 5PAGING 3:12 PITCH (4) Ibd (6) I6d (5) I6d (II) Ibd EACH LAP 16" CG 5PAGING 3 12 PITCH (5) I6d (b) Ibd (11) I6d (14) Ibd EACH LAP -WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM Or THE TOENAILS IN THE RAFTER AND 12' CC 5PAGIN0 4412 PITCH !31 Ibd (s) 166 (6) Ibd (6) Ibd EACH LAP AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 3 3 DW Cpl ! 16" OG 5PAGING 4:12 PITCH (4) I6d (6) I6d (e) Ibd (IU I6d EACH LAP -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH 51DE OF THE RAFTER OR CEILING 12" C.G. 5PAGING 5:12 PITCH (3) I6d f4) I6d (5) I6d (1) Ibd EACH LAP JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHCC-N FASTENED TO A 2x6 TOP PLATE 3 sT 16" OG. 5PAGING 5 12 PITCH (3) I6d (5) 166 Tp6d M) I6d EACH LAP CEILING JOIST TO PARALLEL RAFTER / CEILING JOIST LAPS OVER PARTITIONS JOINT NOTES H. wr H —Hw—ww— wr 12" OG 5PAGING T 12 PITCH (3) I6d (5) I6d (41 I6d (5) 166 EACH LAP (TABLE 31 AN51/AFd PA NI L 16" CG. 5PAGING 1.12 PITCH (51 I66 (4) Ibd (5) I6d a) Ibd EACH LAP -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED N CONNECT T03z�a" 5�a° 5 CONNECT TO 111 12" OG 5PAGING q12 PITCH (5) I6d (3) Ibd (3) I6d (4) Ibd EACH LAP -HEEL JOINT GONNC-GTIONS ARE NOT RC-QUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL, HEADER EXISTING SUPPLY/ JI y/ EXISTING SUPPLY I 6 16" O.G. SPACING, q 12 PITCH (3) Ibd (5) Ibd (4) Ibd (5) I6d EACH LAP OR RIDGE BEAM 12" CC SPACING 1212 PITCH (5) led (3) led (3) I6d (3) I6d EACH LAP -WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING I N I777 PITCH (3) I6d (3) led (4) lad EACH LAP WALL, THE TABULATED HEEL JOINT CONNECTION REOUIREMENT5 SHALL BE PERMITTED TO BE REDUCED F O RIDGE SPAN PROPORTIONALLY TO THE REDUCTION IN SPAN I Q 12'-O" (2) ad /� ^ 16,_0" (3) ad -EQUVALENT NAILING FATTERN5 ARE REQUIRED FOR CEILING J015T TO CEILING JOIST LAP SPLICES SUPPLY RISER DIAORAM _ J 20'-C" (4) ad -TABULATED HEEL JOINT CONNECTION REQUIREMENT5 ASSUME GEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE 24'-O" (4) 66 EACH END OF STRAP BOTTOM OF THE ATTIC SPACE WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE N.T.S, 225'-O" (5) 256 THE TABULATED HEEL JOINT CONNECTION REOUIREMENT5 SHALL BE INCREASED BY THE FOLLOWING FAG-ORS,32, Ou z 36'-O" (5) ad caLNO HE H7/ HEEL JaINr couu3crloN ceuuc HEIeHr/ HEEL JO WT coNNECTION 4" FRESH AIR VENT 4" FRESH AIR VENT Iy ROOF RIpGE HEIGHT ADJUSTMENT FACTORS ROOF RIDGE HEIGHT A0X5TMENT FAOTOR5 12'_0" (2) Lad 5/6 ENT I/3 150 THROUGH ROOF THROUGH ROOF I6'-O° (2) ad 4/5 5.00 I/4 133 11 I¢�a4 T��wi°£KK0��.rt3/4 4co /5J0 20'-0" (3) 256 2/3 300 16 1.20 li " ioo 4 12 PITCH 24'-O" (3) bd EACH END OF STRAP I/2 20o /lo III I� tt 28,-p" (4) 256 I/3 1 zF U'�H'azO 52'-0" (4) ad (5) ad COLLAR TIE TO RAFTER NOTES ((TABLE 34 ANSI/AFf PA WFGM-Ig95) °r6o�w W -TABULATED CONNECTION RE(CUIRL-MENTS ARE BASED ON TOTAL UPLIFT MINU5 2/3 OF THE ROOF ASSEMBLY DEAD LOAD o '� � n9�� (2) ad rcw-art-Oona x (z/3 x IppSr) (2) ad -WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING 24'_0" (3) ad EACH C-ND OF STRAP 15 ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT RC-QUIRED BATHROOM 2„ MASTER °Fo;`arc F.o rco 5 12 PITCH 2„ j _T------T._ BATHROOM 98 �om 225'-O" (3) ad I:�:y"Z ` 32'-O" (4) ad -WHEN A COLOR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF Cd COMMON NAILS REQUIRED IN EACH - I SHOWER p wpS.W F2'6 nu END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF bd NAILS IN A STEEL STRAP -r- 11 1 T T 36'-O„ (4) 256 r 1 1 1 12'-O" (2) ad -TABULATED CONNECTION REQUIREMENTS ARE BASED ON 12" RIDGE STRAP 5PAGING, FOR DIFFERENT RIDGE STRAP 16'-O" (2) bd SPACING MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: IF THE NUMBER OF NAILS IN 1 13:, 3"I 1! LLo� I�owLL°rcF 20'_0" (2) ad EACH END OF THE RIDGE 51RAP EXCEEDS b, SPECIAL CONNECTION HARDWARE 15 REQUIRED 6 12 PITCH 24'-0" (3) ad EAG4 ENP OF STRAP [��T/�] 2 RIDGE CONNECTION SPACINGS(IN) 12 Ib 192 24 46 12 2 f 2 :21-1 1 �-U 225'-0" (3) 256 MULTIPLIER loc I33 I6o Zoo 400600 Hi" I 1 1 3 uo � ° U\1 32,_0„ (3) ad 11 1 1 Q 42�wz�� Q m 36'-O" (4) gd -TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HCC-IGHTS OF IS FEET TUB ! 2ND FL TUB 1 @w`��wF3w o K lL ad OR LESS, THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 080 24'-O' (2) ad 20'-O" (2) 256 TABLE 38 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS GO j 3" EACH END OF STRAP A5 PC-R AN51/ARf PA WFGM-Igq5 3 m 1 12-12112 PITCH (2) 256 STRUCTURAL SHEATHING MAXIMUM _1 IL 28'-0" (3) ad RAFTER/TRUSS NAIL SPACING FOR ad COMMON __--r-- ___ 32'-0" l3) ad SHEATHING LOCA'TIONI 5PAGING NAILS (INCHES, O.G) II POWDER 1r KITCHEN T----T LAUNDRY j 36'-O" (3) bd (I NGHES, O C) 110 MPH ZONE 120 MPH ZONE ROOM 1 BLOCKING TO RAFTER (TOE-NAILED) (2) ad EACH END E F E F 11 RIM BOARD TO RAFTER (END NAILED) (2) I6d EACH END 4' PERIMETER EDGE ZONE 12" O.G 6 12 6 6 WALL FRAMING Ib" OG 6 6 6' 6 2'9 1 TOP PLATE TO TOP PLATE (PAGE NAILED) (2) Ibd PER FOOT INTERIOR LOCATION 12" 0 G. 6 12 6 12 1 DW 11 GW TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) led JOINTS - EACH SIDE 16" OG 6 12 6 12' 1 I STUD TO STUD (PAGE NAILED) (2) I6d 24" OL GABLE C-NDWALL RAKE AND RAKE TRUSS, 4 4 4i 4" IST FL. HEADER TO HEADER (FACE NAILED) Ibd 16" OG ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END NAILED) 3 2 2" 2" RAFTER/TRUSS G.O. I G.O (2) I6d PER 2x4 STUD MINIMUM NUMBER OF ad COMMON 3�, + (3) ed PER 2zb STUD SHC-ATHING SIZE 5PAGING NAILS PER SUPPORT (4) I6d PER 2x25 STUD (INCHES, O G) CONNECT TO CONNECT TO j W EXISTING WASTE EXISTING WASTE Q BOTTOM PLATC- TO FLOOR JOIST, BANDJOIST, (2) Ibd" PER FOOT Iz6 OR Ixb SHCATHING 12-1q.2 2 2 ENDJO15T, OR BLOCKING (EASE NAILED) 1 IxIO OR LARGER 12-Iq.2 3 3 x FLOOR FRAMING SHEATHINO y JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) 256 FER JC15T E = NAIL 5FAGIN<6 AT PANEL EDGES (INCHES) ' ul W BRIDGING TO JOIST (TOE NAILED) (2) bd EACH END F = NAIL SPAGINt AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) WASTE RISER DI AORAM _ BLOGKING TO JOIST (TOE NAILED) (2) ad EACH END BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) Ibd EACH BLOCK FOR ROOF SHEATHING WITHIN 4 FEET E THE PERIMETER EDGC- OF THE ROOF,INOLLLPIN5S SHG 4 FEETED EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGC- ZONE ATTACHMENT REQUIREMENTS SHALL BE USED N.7.51 LC-DGER STRIP TO BEAM (PAGE NAILED) (3) Ibd EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) (3) ad PER JOIST 2 TABULATED 12 INCH C,G.. NAIL SPAS INC ASSUMES SHEATHING ATTAGHEDTO RAFTC-R/TRU55 FRAMING MEMBERS BAND JOI5T TO J0I5T (END NAILED) (3) Ibd PER J015T WITH G > C.4q FOR FRAMING MEMBERS WITH G < 041 G < 04q, THE NAIL 5PAGING SHALL BE REDUCED BY b INCH CC, I z BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I6d' PER FOOT 3 TABULATED 6 INCH. O G NAIL SPACING ASSUMES SHEATHING ATTAGHEOTO RAFTER/TRUSS FRAMING MEMBERS WITH 1 O �f ROOF 5HEATHING G > 0.4q FOR FRAMING MEMBERS WITH G < CAP G < O 4q, THE NAIL 5PAGIN5 SHALL BE REDUCED BY 4 INCH. CC, 1 I�� , 7 Lid � STRUCTURAL PANELS ad "SEE TABLE 3 8' X " ' w 4 TABULATED 4 INCH, OG. NAIL 5PAGIN5 ASSUMES SHC-ATHING ATTAGHEDTa RAFTER/TRUSS FRAMING MEMBERS WITH L .tel GIAGOhIAL BOARD SHEATHING G > O 40. FOR FRAMING MCMBERS WITH G < O 4q G < 0.4q, THE NAIL 5PAGING SHALL BE REDUCED BY 3 INCH O.0 ALL CORNERS AND 51 Q Z � uj M CALL B D (2) ad PER SUPPORT OR OR C-R (3) ad PER SUPPORT SIDES OF OPENINGS b I J = z TABLE 3.q WALL SHC-ATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS OR GREATER IN WIDTH m GEILING 5HEATHING AS PER ANSI/AF$PA WIFGM-11Pr 'q" MIN. EDGE GYPSU W AORD ad COOLERS T EDGE / 10" FIELD STRUCTURAL SHEATHING OR PANEL SIDIN �DIPFERENGE i J L MAXIMUM NAIL SPACING FOR ad COMMON y id WALL SHEATHING NAILS (INCHES, OC) , \ SHEATHING LOCATION[� STUD 5PAGING DOUBLE 2X 5TUD J STRUCTURAL PANELS '5EE TABLE 3 q* (INCHES, O.GJ v II IN V bd I10 MPH _CNC 120 MPH ZONE - FIBERDOARD PANELS E F E F „ IMPSON PHD5-SD53 M 1/16" ad 3" EDGE / 6" FIELD 12" 0 C. 6 12 6 12 1n lL O O U 2' O.G. 6 12 6 12 5/5"x12" STEEL ANCHOR 1 0 HARDBOARD "SCE TABLE 3 q" IN I6 or b 12 6 12 BOLTS AT 4'-O" O.G. MA%. ^ O w Z 5/32" ad 3" EDGE / 6" FIELD 4' EDGE ZONE ffflll����LLLJ GYPSUM WALL BACRD 5d COOLERS T" EDGE / 10" FIELD J TERIOR ZONE ad " O.G. 6 12 6 12 Q SEE PLAN PARTICLEBOARD PANELS ad *SEE TABLE 3 q* Z DIAGONAL BOARD SHEATHING STUD S-AOING MINIMUM NUMBER OF ad COMMON 'b" OR OR "x25" (2) ad PER SUPPORT SHEATHING SIZE (INCHES, O G.) NAILS PER SUPPORT HOOKED ANCHOR BOLT z "s10" OR WIDER (3) bd PER SUPPORT 1x6 OR Ixb SHEATHING 12-Iq 2 2 2 < d a 11 MIN 12" PENETRATION FLOOR SHEATHING a II INTO FOUNDATION �J Ck STRUCTURAL PANELS 5HBNIO TH LARGER 12-192 3 3 d d INCH ER LE55 ad 6" EDGE / 12" FIELD SHC-ATHING GRCATER THAN I INCH IDd b" EDGE / 6" FIELD E = NAIL 5PAGING AT PANEL EDGES (INCHES) ! DIAGGNAL BOARD 5HEATHING F = NAIL 5PAGING AT IINTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) Lu" xb" OR ".g" (2) 56 P ER SUPPORT 1 FOR WALL 5HEATHING WITHIN 4 FEET OF THE GORNC-R5, THE 4 FOOT EDGE ZONE ATTACHMENTS SHALL BE USED"SIO" Oft WIDC-R (3) bd PER SUPPORT2 TABULATED 12 INCH DO NAIL 5PAGING ASSUMES 5HEATHING ATTACHED TO 5TUDFRAME MEMBERS WITH G > 04q.FOR FRAMING MEMBERS WITH 042 < G <0411, THE NAIL SPAGING5 SHALL BE REDUCED TO 6 INCHES OC.3 FOR EXTC-RIOR PANCEL SIDING, GALVANIZED BOX NAILS SHALL EC- PERMITTED TORE SUB5ITUTED FOR COMMON NAILS ��AUGHOR BOLT DETAIL OLD DOWN DETAIL All 6 d\q7/ T.S% N.T 5. I I I 4R-25 " GYPSUM WALL BOARD y WALL KEY -13 BATT INSULATION O N EEXIST TO SE REMOVED X4 STUDS m Ib" O.G. ^E' IM LECT ENIST TO REMAIN RCOX FL NOO " GDX PLYWOOD SHEATHINGZNEIN WOOD FRAME GNST SEE DETAIL INYL SIDING j UOdi STRAO BE SELEGTED NEW POURED GONGRETE ' cox PLYWOOD SUSPLOOR 0HARD WIRED SMOKE U0o .nIN BATT INSULATION 1 U'DETECTOR W/ BATTERYx10 F.J. mlb^ oc O � ..BAGK-UPHARD WIRED CARBON MONOXIDEDETECTOR W/ BATTERY BAGK-UP xb AO SILL PLATEMIN 12" A.F.F. A5 PER SECT 1225 2 OPPER TERMITE SHEILDINSULATIONNYS CODE III HOOKED ANI' I" OLT m 4'1 0C. = 4•=.-; — — — — Q.q NIN FIN15HED GD — — --- _ _ M 77 na Q - - - - - - - - — . ,. •' _ a —III II—III VIII III _ F , � aha r — - - — — - - — — J B" P. GONG I - F " — — — Q f a B" P ONO. FOUNDATION WALL FOUNDATION WALL I r ION TO 10X20 P. GONG. FTG. W/ (2) 44 � 0 RIEBAR 7 E NrA 3 GRADE TO ALIGN WITH EXIST. �W/ bxb 10/10 WWM a SPOUTEF V71E NEA ERTICAL MINIMUM IMUM OF 2 MASTIC A.3 FOOTING, MIN. 36" BELOW 4" P GONG SLAB EXISTING IC 44 REBAR ® 24" a COMPACTED FILL ILL 4 P. GONG. SLAB W/ bxb 10/10 WWM O IL 4" P. GONG10/10 , SLAB w/ 1-- Nm XbX --PITCH -�1 - _ _,_+ � 2x8 LEDGER b H. 6 3x4 XPANSICN JOINT oma— —a REMOVE EXISTING N %X a 10x20 P. GO FOUNDATION WALL W SPREAD FOOTING A5 NEEDED _ _ _ _ _ TIE NEW FOUNDATION TO EE3 ° 4 ° a a (2) 44 REBAR TIE NEW FOUNDATION TO - EXISTING (5) 2x8 N a ¢ EXISTING H/ 44 REBAR. m 24" p EXI57ING 4144 REBAR 6 24" 2x8 F.J. ® 16" O.C. r�r�o0 000 0 0 11 '4 ° tll 111 0.0 VERTICAL 6 HORIZ. MINIMUM O G VERTICAL MINIMUM OF 2 U `� A � 8 O w OF 2 GROUT FILL SOLID GROUT TILL SOLID cQ c4 c4 l.�h��UU r ® p or o f o 0 1 a t TIE NEW FOUNDATION TO c, oo '�� "moo o a NO EXISTING N/ 44 REBAR 0 24" a m n'+Ilr �' F ## O.G. VERTICAL MINIMUM OF 2 - i Z 6ROUT FILL 50LID EXISTING J In P LONG. 51 z ry W TIE NEN FOUNDATION TO N i FOUNDATION DETAIL ' O } EXISTING W/ 44 REBAR 0 24" Lo mZ O.G. VERTICAL MINIMUM OF 2 X A'3 5GALE: I" = P-b" 6ROUT FILL SOLID EXI5TING (3) 2x8 EXISTING (3) 2xb w rc wAIII y o 21x4 STUDS m Ib" O G, Itf 5 K K y III }' •' + .� •- - - - - - - - - - Y THING UK . . . .. .,... .- -' FROM ABOVE _ Ort } I o_ . - O " CDXSHEA n�Owap1110, POINT LOADS m F r -1 VINYL 51PINS " 0 BASEMENT CRAWL SPACE 0 TO BE SELECTED S a O EXISTING �I EXI5TING y SEE DETAIL 2/A.4 FOR Y4 GYPSUM BOARD STRAP DETAIL m J — L ® n_iz_:U www U 24"X24"x12" P. -2 (2)2x4 AGO SILL PLATE EXISTING L a GONG FT6. I� P. LONG. SLAB L ffEi - s/e" ANCHOR BOLT m 4'-O" O.G. q x EXISTING 3Ya" O.D. STEEL p¢`I ii p�awoo R x a LALLY COLUMN - Fz- m_I NTHEFELD, hl ryCOPPER SILL INSULATIONS \ p¢w ¢rcrjHITEGT OF ANY H TERMITE 5HEILD TRIM TO SELECT �IozIES p p4' P.GONG, SLAB W/ �l'��`F (I�2 n� TIE NEW FOUNDATION TO bxb 10/10 WWM TO ALIGN Jdl p xx %% p�rcKU LLI I EXISTING A/ 44 REBAR ® 24" W )p WITH EXISTING SLAB 12'-II" 5'-O"� GO, VERTICAL MINIMUM OF 2 , L GROUT FILL SOLID FINI _ _ _ a a _ ap>wxp 1 �III—III— �I ° .a � _ '9 _a `I wa�r`wQmw�ia OPEN EXI5TING I —III—III a �d �u.Npp¢L$°om m 2x10 LEDGER p TIE NEW FOUNDATION TO FOUNDATION WALL -III—III — 3 EXI5TING W/ 44 REBAR ® 24" pOWN FOR ACCESS TOiu N In rXI VERTICAL MINIMUM OF2 2R 03" NEW BASEMNET _ -III—III Ell W m GROUT FILL SOLID IT 610" U j PROVIDE (2) 2x10 O 4 P. GONG. 5LAB -,In - ¢ 5 MIL POLY VAPOR BARRIERO I BOX HEADER FOR -m h s W/ 6x6 10/10 AAM FUTURE CELLAR x z EXPANSION JOINr — o J ® TO ALIGN W/ EXISTING ENTRY DOOR wq m BASEMENT X 4" P. GONGBASEMENT FLOOR. SLAB i -a l -a O tV 0 W/ 6X6 10/10 WWM I - ry fib" P. GONG. FOUNDATION 2x4 KEYWAY 1 TO BE Ib" BELOW EXISTING p 1 W e A.5 SLAB FOR HEAD GLEARENGE n POINT LOADS m ry tll O DOUBLE 2X STU 0 0 b" B" 6" 44 REBAR oil FROM A6_5BOVE n BEAM BEAM _ - : : I 8' 8'-I ^ a SPREAD 20x10 P. coNc m© 6 3 6 2x10 (3) 2 POCKET POCKET SIMPSON PHDS SDS FOOTING (3) 2X10 (B) O 17-10 GRADE MIN. c - 18 (3) 2x10_ _ m 36' BELO T T r — � XIO — — — — — — — — — — — — — — — r -1 (3) 2x10 L _ J 4 X24 12TG LL 0 - — — — — — — — O 4„x24"x12" P. -! U m O - 24'x24"x12' GONG. FTG L 0 Iry Z ry GONG. F Q 10x20 P. GONG FT6. W/ (2) 414 - OD. STEEL 9 - 20" 5Y a U, EEL m N O REBAR TO ALIGN NITH EXIST. LALLY COLUMN N r ® O /� uj O I LALLY COLUMN ” - - - m — — n m FOOTING, MIN. 36" BELOW , - L — — — — — — — — J " GRADE � — J m - I ` �-11/ FOUNDATION D T • PROVIDE HOLD DOWNS AT • • • „ - — POUNDATIO — — — — — — ALL CORNERS AND BOTH B P. GONG IY SIDES OF OPENINGS H it FOUNDATION WALL N WALL OR GREATER IN WIDTH j W EXTERIOR TRIM R' Ll 10x20 P. GONG. FTG. N/ (2) 44 THREADED STEEL RO EXISTING WELL REBAR TO ALIGN WITH EXIST. " I BE RELOCATED FOOTING, MIN. 56" BELOW SIMPSON PHOS-SDS GRADE DOUBLE 2X STU 4" P. ONO, SLAB W/ O Oi bxb 10/10 WWM 7 SIMP50N PHDS-5D5 O 4 P. GONG. SLAB O m R `f H MIN, "APENETRA NCHOR BOLT ON 11 vJ F Q W/ 6x6 10/10 WWM - 4" P. GONG SLAB INTO FOUNDATION r � p W/ 6x6 l0/lo WWM ° — - - ^ 10X20P. CONC. FT6. N/ (2) 44 ���u`<°�I:<�Q "�1w�` �\?\��\���� \��`\c\���� lC.\`.`I ° 3 p ` �� O ROOTING MIN. 36" BELOW TO ALION KITH IST, Lu Q GRADE —III—III III III III D � (�, II) J Z O d B" P GONG `\\\ O _ EEK RWALL `6" COMPACT FILL I1FV- -. ` . S MIL POLY VAPOR BARRIER IN Q ::. . :.. . . :. - u w 6.. P. corvc Fou1+DnTIDNi —� 1-L Q O z m HALL----, Q d .n \\ \ / / Q zo O L ` \ is / ° ¢ 101 P. CONIC. SPREAD FTG. n 0 \\ /, •� / m O 0 n 56' 151 GDE 04NREBAR MIN. 3'GONG. COVER O IL IL DOWN DETAIL �- 5,_T, 0 A.3 N.T.S. - I, N I i 0 0 f 2D" : 3 FOUNDATION DETAIL m W 3 BASEMENT PLAN o o o SCALE. I/4" = I'-O" fNB 5GALE: I" I� II WALL KEY -- = E\IST TO BE REMOVC-D FLA5GM6 TO ; BE SELECTED m 4" P. LONG SLAB W/ U z U m ^ E BRICK OR STONE bxb 10/10 HAM u a GTED U \IST TO REMAIN TO BE 5ELE OF w NEW WOOD FRAME GNST m wV .W-1 NEW POURED GONGRETE GRADE HARD WIRED SMOKE DC-TEGTOR W/ BATTERY o n�R_n no no ono ^ no ' B,AGK-UP O r W COMPACT FILL ® bo GFM FAN TO EXTERIORLONG FOUNDATION qA. 5 MIL POLY VAPOR BARRIER WA L HARD WIRED CARBON MONOXIDE (� DETECTOR W/ BATTERY BACK-UP 16•_2 I4'-3" Nm NMIN YS IG" AF F. A5 PER SECT. 1225.2 Q LA' O D. STEEL w z d MIN 36 ODE 36" HIGH RAIL W/ BAL. z � COLUMN z- REBAR MIN 3"RADE FTG. TO COMPLY 0 --- 6 g 6 2•_4" �T e 6 6 10x20 P GONG. SPREAD LLY G 20'-62n o 4' O.G. MAX., 3 O 4 BELOW 6 ANG COVER W/ ROWS `x - 5EG.R-314, R-315, R-316 p _ 3�,___3046 _ 3046 OVL�030 _ J z M 3046 3046 (2) /a %°ya' LVL N 2 2xg (2) 2x12 2 2x12 11 O O 6. a (2) 2x6 (2) 2x6 �I 3°x6@ rt J 2I�mf1 N 0 I J IL I " Q - i O 2'X12" OJ. f - 75)— _ ry m ry O a a Q a a _ Ib" O.L. r (2) /a G.J. m Ib" O c 11 m ry - > %6 I R a IB .a I31,"X4` Y Imx 1' >l725' LVL RF s X14" LVL F F. _ 3 Ila 2 GAR GARAGE o % -_y xERuS 2G s/e° FIREGODE GYP. BOARD r" _x E E I ON ALL WALLS AND CEILING x m I 2"xl2" L N WITHIN GARAGE ____ o ___ -__-- 3046-3- __-__ "_-_ _/ l mY 2) 2x12 _ 2.xb' G. . ® I6" O.G. O .J. ® I6^ OOOM FOUNDATION DETAIL _ Xrl --- w I __J 1 LIVING ROOM XI N1 � ___________________________O SCALE. - I - =fin / 171 1111 �� a m Im_ -_ --- — vl� 11 A.4 --- Ila (2 2X121 r _ N JLUJ m N N / 1 I ---- 11 \ m O 11 II N _ 3 O " IL--- rrJ �_ J� rl Ain I L' n N Ir- r _ _ NorE. 11 1 11 z�l� 2^X12^ - WALLS SEPARATING HABITABLE SPADE 1 0 O >O R 6 OO _ EXISTING " O DINING ROOM II _ - -�F ENT Y F o f O N O 1I FROM THE GARAGE TO HAVE s/&" TYPE 1 _ _ _ O - LING° - g�_TI 3' q.. _ TRAY GEI - - _¢ - 3_3 2fiX6@ BATHROOM " Z 11 X GYPSUM WALL BOARD ON GARAGE 51DE Q �_ AND ya" TYPE X GYPSUM WALL BOARD Ft I- ________ _--- -__ z�{ 36" HIGH RAIL ON OPPOSITE SIDE, A ADDITION r I TYPE I - ---- '"j W/ BAL. 0 4" I ' " X GYPSUM WALL BOARD 15 TO 8E INSTALLED I- BUIL IN / N ON GEIL INC AS PER NYS CODE R309.2, ALL 11 I2"X12" FJ ® I6" oc r'+� .G. MAX., TO COMPLY BOOK Sry LF NI EXISTINWALLS IN GARAGE TO HAVE (2) W/ RGNYS SEG.R-314, 12exbfi in O Z G LAYERS OF Na" TYPE X GYP WALL BOARD g - R-315, R-316 WALL STUDS m I6" F rc xll s 11 - OG. k N 11 6 3 `I 11 HMSG B p (2) 2x10 _ _ S =r HALF WALL - - _ �— O m W LABEL DOOR 1FL c oSET 0 cLDser 1 a v s "az �m� O N -W -I 2 @ ALL STRAPPING TO BE h N 6O " 6Qx6@BYPASS 'F ry �4„ 4,_O, 61-211I, O 2 gN (2) 2x10 STAIR BELOW N N xl1 2x31'-T 151 ,, 'H SPECIFICATION1— INSTALLED AS S NY)S CODE ES rc Fr¢�03�0 a w aov sla�F _ N 'f '+f N B O96'-95 — BUILT-IN r - fi WU a4 m I " r € �WTiVO , V r NJ) lo" EXGERSIZE 0 o ��ip dwo°o 1 —�f2, 6„ i a 3Y� O.D. STEEL n 36 H15 RAIL W/ BAL. a 4" N NOTE: NII LALLY COLUMN N ROOM �p ®OTTOM PLAT O.G. MAX., TO COMPLY W/ RCNY5 f'j' FIREGODE GYP. BOARD 3'_O^ -15'-C`- 15'- " 0 C Fl ¢F >m h liN � O�K AGO SILL PLAT ,n0 5EC.R-314, R-315, R-316 ON ALLINTERIORWALLS UL APPROVED ry m --------- -- ADJACENT TO GARAGE GORRO51 - I5TIVE FLA5HIN5 Q @ �j�i�./�� TWO SIDED FIRE PLACE N ON RES I rcorcott a (2) xb IT-" �' � UNIT TO BE 5ELEGTED j- - ry = A ry2@xb@ EXIST. G 05ET 111 n I� 1 1 AND INSTALLED AS PER Illry DOWN ""�O' ` II I I MANUFACTURERS 2fix6@ SLAB ON GR - - - N ND TERMITE SHEIL m q ADE � h m 1 - PEGIFIGATIONS (2) 2x12 COIL TRAPPIN MANUFA A A II`I___ ________ 4 @ _ __ L__ _ 5____ _ z-- _ 5 6 G7�1RED 8Y SIMP50N dim moo�Jamaz $Y (2) X6 J1_ _ -- ____ m N -J � - - - --- ------------- i - - ----- NOTE: MIN. 12" UP SND FAGS ODEA L AS _�_�y'ryp rcp= 00 3 W _ / J ° a PER MANUFACTURES SPEGIF Q ___________ I - r- 3046-2 STRONG-TIE CONNECTORS MODEL TO EXTEND KN¢Cj�mo�i��iu N I �� 4 I R APPROVED EQUIVALENT INSTALLED AS 2¢x6@ OWN 2"xl2" PJ. ® I6" o.L. .I. %/%/ -- J__ 1 w�ii'¢"Qrc��o Km in 2R 05" VERIFY ALL EXISTING ° 010" _ STRUCTURE IN THE FIELD, �i-¢a�moo.6o D K fi @ d I r KITCHEN 2"x12" F J 0 16" 0 C NOTIFY ARGHITEGT OF ANY O BY SI P STL. BEARING PLATE MANUFACTURED 2x6 PKT. :d ¢� DISCREPANCIES °aD LLBF% OROAPPROVED E UIVALENTORS MODEL Na. S - - 10'-O" CEILING m v 12'_2•• IB'-10" W T-O FAMILY ROOM `" a 4'I o" 0C. AND 2G FROM CORNERS w N m 0'-0" CEILING ro AND WALL OPENINGS TYPICAL N N KEEPINGq LAUND ROO I/A BEARING K i ' o FOUNDATION STRAPPING DETAIL o / tT 2"x12" G.J. m 16" O.O. NVO \� :Niry SUPPORT MULLIONS A.4 N.T.S. N VENT DRYER O m (2) 2x12 lO' MEDIA CENTER .o m n 0 TO EXTERIOR p ry FW- Z X �q 10 ry m � O X gi_bii W i N %I Q -ON J 2exb@ _ m 2@x6@ N O N mn 2@9b@ (2) 2x12 (2) 2x12 N N AFFW6 21046- � WALL STUpS a Ib" O.G.IS-3 L L - J 20,_2„ � g m SUPPORT m MULLIONS ® W CONCRETE SLAB W/ J 6X6 10/10 NAM O v f z' I � Oi EXI5TING WELL Ptu ATIO N' 4 a a SOTTR M J015T �\ ili r N `t TO BE RELOCATED J - C 000° Q �-L-� y O =a FINISHED GRADE OoO Op J Q Z n Oo 000 X � y u J SCREENED PORCH = I UP ° � 1 y N 2R ®g" II o .L 2@xb@ 2@xb@ 17610" - -V NOTES ��ll �!--1�/i d OOMPAGT OR FILL SUB FLOOR ALL STRAFPINS TO BE d FLOOR JOIST INSTALLED IO PER D NY5AG DE Q O O Y e" POURED CONCRETE SPECIFICATIONS AND NY5 CODE E C FOUNDATION ACOS SILL PLAT p STRONG STRAP ITE CONNECTORS MODEL ES MANUFACTURED By I No. 5T9 O O IL 6' ° TERMITE SHIELD J FOUNDATION WALL OR APPROVED EQUIVALENT INSTALLED AS ° PER MANUFACTURES SPECIFICATIONS 1Lu F- "H/� 5"0`05` STL. BEARINS PLATE MANUFACTURED �QI x BY SIMP STRO CONNECTORS MODEL No. O LBPB6 OR APPROVED EQUIVALENT (2) s/4"x11Ya' LVL (2) +a BARS O WO 3 /e"xl2" fi LlJ AND WALL OPENINGS TYPICAL CORNERS HOOKED ANCHOR BOLT 0 20'_3" 6" 1 � K 1 N w � ll1 a FOUNDATION DETAIL 4 FOUNDATION STRAPPING DETAIL I o 0 o z o w Q Z A.4 SCALE: I" = I'-O" A'4 NT,S m W 3 FIRST FLOOR PLAN Q Q SCALE: I/4" I'-O" O � � � I II I Q N WALL KEY EXIST TO BE REMOVED + HURRICANE ANCHORS MANUFACTURED BY m C W m E\IST TO REMAIN SIMP50N STRONG-TIE CONNECTORS MODEL No. H25A FO a U ^' W' OR APPROVED EQUIVALENT AT EVERY O m NEW WOOD FRAME GNST RAFTER TO PLATE CONNECTION BOTH SIDES WHEN mI RAFTERS DO NOT ALIGN WITH STUDS N='W POURED CONCRETE O C $ F u HARD WIRED SMOKE rr 0 DETECTOR W/ BATTERY SIMP50N STRONG-TIE CONNECTOR ,I ' BACK-UP MDL 4HTZ TO BE USED WHEN PROVIDE ICE PROTECTION AS PER R905.2,1.1 WHICH 1 ® aO GFM FAN TO EXTERIOR RAFTER ALIGNS WITH STUD ^ r CONSISTS OF AT LEAST 2 LAYERS D UNDERPAYMENT HARD WIRED CARBON MONOXIDE USE A MINIMUM OF TWO Bd / U Il CEMENTED TOGETHER ET A SELF-ADHERING POLYMER a HAURE RD TOR W/ BATTERY BACK-UP NAILS THI5 SIDE WITH A I I MODIFIED BITUMEN SHEET SI EXTEND T FROM EAVES TOTAL OF FOUR INTO RAFTS EDGE TO A MIN.STRUC 24" INSIDE THE EXTERIOR WALL 1 NIN 12" AFF A5Fr SECT, 1225.2 LINE OF THE INSULATION NYS CODE / ' C _ \ ROOF RAFTER �� �6 2x32 RR.a 16�O O.C. \ DOUBLE TOP PLAT 1 2xB RETURNS • Ib" 04, i , % Ya" GYPSUM WALL BOARD _ Il COX PLYWOOD SHEATHING ASPHALT SHINDIES TO SELECT STUD PLATE TIES MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS MODEL No. RSI OVER 154 BUILDING FELT _ VENTED VINYL SOFFIT OR APPROVED EQUIVALENT AT EVERY STUD ALUMNIUM DRIP EDGE TO PLATE CONNECTION WHEN RAFTERS DO NOT ALIGN WITH STUD Ixb FASCIAI I 2x8 GJ m Ib" OG 4"x3" ALUMINUM GUTTER W/ i / STUDS m Ib" O.G. 3"x2" ALUMINUM LEADER TWO .d NAILS /` R-IS BATT INSULATION T SEE DETAIL I/AS FORJ/ 2x4 5ND5 m Ib" OC. om o INTO PLATES STRAP DETAIL K" COX PLYNbOD SHEATHING EIGHT Bd NAILS TYVEK HOUSE WRAP NTO STUDS VINYL SIDING TO BE SELECTED 111 m 6 ROOF STRAPPING DETAIL r As N.T.S. /- ROOF DETAIL z � J J �p N aQ I o � u z 5'_T" g. 1��� 5'_"I" 19._6,. 2E' EOUALEQUAL 9' l" 9' I" 4' RS 9'-O" EQUAL 0 C--QUAL4 WHICH CONSISTS OF AT LEAST 2 5 EDGE TO ~ 1 PROVIDE ICE PROTECTION AS PER R9O521.I _ _ OF UNDERPAYMENT DEMENTED TOGETHER OR w 'ry w W p p 442-2 2442-2 A SELF-ADHERIN5 POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM SAVE' MIN, OF 24" INSIDE THE EXTERIOR WALL LINE (2) 2x6 u\ (2) 2x6 12 OF THE STRUCTURE �p IT-m o�T 3 GXWI4 4 OXK155 GXWI35 ry B-'• (2) 2x6 ASPHALT SHINGLES OVER (2) 2x6 22x6 154 BUILDING FELToowwa %' COX PLYWOOD SHEATHING 0 i ,{y�rzU 9 N, I_ �[ 5'-II" BATAHROO ! �i�anppw9 s O z 0.6 2 oG. MAINTAINA AIRSPACE �9�plzap�o 2x8 RIII III R • Ib PLANT SHELF III R- O.O. 2x8 O.J,a Ib O G w m m Oo u�pqW 2' 8" GJ m Ib" OG. \ ALUMINUM DRIP EDGE " BEDROOM <J �' Ixb FACIA o_ iv `OPEN TO O- w S � uEw Td¢ °n.N 2"xb" G.J. a Ib" O.O. BELOW O 4"1 ALUMINUM 6UTTER - \ W/5"x2" LEADER pmwt-zn �H azo m N�wOOq�NpOOz IO ry BYPA55 UP 2R Oii IN EA 3TOALIGN WITH _ n mCEILINGS ry CONTINUOUS VENTED ry ELOW 64x68 F€aa -loop po OK N BPI � I,- VINYL SOFFIT - m SEE DETAIL /AS FOR 0 H )S' GYPSUM BOARD IN _ G�5ES _ m \"m Q STRAP DETAIL VINYL SIDING TO SELECTED m INSULATED DOOR - ip +— — Wi Roo.SHELF �� xx UNFINISHED UNFINISHED '°- - - mcv ry ATTIC ATTIC 5000M i- ry ® 24x66 - Og_EN ry TO ALGN WITH ROOI DETAIL a 26x6@ lo'-a" cE1LMGs A.5 5GALE: I" fn I'1 a `T BELOW (3 m _ 15T 01 '• N / \ — 24"x36 LL INSULATED DOOR L'G' ATTIC O - / \ LAGGE55J > ~ / \ J 26x6@ 6 p, _ 'dx r 10 GL—C= — — `t2 xb6 =,y a O `I m 261 w W/ROD 1 SNP1F IA V �- 6Qx66 BYPA55 ry 12'-H" B'-6 i CI WALL STUDS m Ib" O.O. w kII STRAP TIES ED BY USP UA MASTER BEDROOM O LUMBER G OR APPROVE rTORS MODE UIVALENTT VLA O 26xbe BEDROOM s � Q w/Rav + Ml m BOTTOM PLATE 1 ry l RIM J015T i W W I w I a (2) 2x6 (2) 2x6 (2) 2x6 L —_— — — — — — — -- _ m m OSUB FLOOR 5046 5046 3046 (5) 1' "xl8" LVL F F FLOOR J015T 2"xe" C.J. a 16" O.O. m m V i p Z — w o (2) 2x6 O AFFW601 21046- STRAP TIES MANUFACTURED BY U51- n/ O LUMBER CONNECTORS MODEL No. STI. IL Z 2' 10" 6'-O" 6'_O•• IB'-II" 9'_T° OR APPVED ROEQUIVALENT 19'_2" 19•-2" WALL STUDS m 16" O C. QQ w w 4. FLOOR TO FLOOR STRAPPING DETAIL I o 0 o Z l� II SECOND FLOOR NA a SCALE: I/4" = I'-O" p p 1 II I � � N I pI r Q XH' RR ® 2, G U + Z � Z m m IN 0 I rc I I SII -- -- - - - 5 � -- 1 -- - -- - - - - - - -_- 1 O.C. I; 1/ 11x14" LVL RIDGE HEADER 0 6. OT s I6 oc IG. _ — X " R+LD,Gf I I I _2_ 4 X12 TRIMMER RAFTER 2'x 2"x�' RR ® I6' DG. XII R.R o lu4 OT 2 166 R,R a 16" ° (2)2" 2"xF 2x4' 2 - - - (2)2'x12 ' 2'x b" RR ® I6" f---I— I 6 O_G 2" L ° (z) 2x12 (2) 2x1 I W I m V I I I W I I I I o 0 0 -- � I i OL ®xlb 11 2 16 RR "W'. R I 'll - 0 R 1 k K x x I % , .G. ® " O.G. ® Ib" C. x - u ry ry l ryP� (2) 2x10 - \ 211x6" DORMER RAFTER = CORNER POST ry x K 1 x x K x r o ?+p 4 ry+ ry �' - N �II �'ip aryl o (2)2"x1" HEADER K s m 111'1 ® ry IFI_ _ TAIL RAFTER s _ x ���� Is/"xllYa' LV RID E II' _ _.- _ - - .- - __ : _ 1 ry I'I 2 2x Ii --- - ' II' 2 2x 2 (2)2"x41" PLATE /4" IIV4 LVL ID E 11;1 IT 11 1 _ r 1 o I I I 1 vi 2"x12" JACK RAFTER m u N I II o � 1 1 I/ ' 14" VL IDG ® _ m a - I r a I � 2"x12" VALLEY RAFTER N � rc y p 2"x4" WALL STUD Q v v } 2 :4 F AME -A ry ¢ G ICK T 1 -_I - i -- - (2) 2"x12" RAFTER N 1 O }- � z ' ! ® I FTaCsw�nlrt m w£w;"+z�mrm rm W W Gino nd U le� v�� 1 s DORMER DETAIL Wv � aoF"�rcm�Yu U H III x I I I I I I I I III uml� n1�F_oa'-Y 13/^x14" LVL RIDGE a TKa V JI V ItIVK�_ ' 5 X PLYWOO D SHEATHING �L GD ° 2x12 R.R. ® I6" O.G. o m :t� m *+ ! - "- _ �I 2x6 G.T. ® I6 O.G. 1 T.O. RIDGE _ _ __ __ �_ y --II II 1x6G.T. 016" OG. II -- _ - __ __ 1 111 - _ _ _ _ _ .h—ELEV�d'-� .-:_ _ - it GDX PLYW O.G. ulo RR, fb OG. t 2'x10" RR m Ib' O.G. `1 2"x10" RR O I6" O.G. 2" 00P 5HETHING na o�¢Zwz¢ 2 d Ip - - - - - 2x10 RR ® I6 - -- - _ K �„ xlO" RR ® I6' G R-30 BATT INSULATION xb' �aa�m°nr6o DUS GT a Ib" OG. _____ ______ -"-�-"- ' - — - _T 2x8 G.J. ® 16" o.-G. N J VALLEY FLASHING 6� UNI ATT SGED I— m NOT COMPACTED 12 � 1 I Q Q 2x4 BRIDGING 2x8 G J. ® 16" O.G, 2 t R-30 BATT INSULATION NOT COMPACTED T.D. PLATE VINYL SIDING ELEV, 'L VINYL TO VI SELECTED VINYL SIDING Ijj (3) I'/a"x18" L _ _ 1 j V / Y� GDx OU6E AP OVER VL FF. To BE SELEGTE 43 TYVEK HOUSE WRAP OVER ! Y�' GDX PLYWOOD SHEATHING i III OD SHEATHING R-15 BATT INSULATION 1 R-13 BATT INSULATION W 2x4 STUDS 0I6" O.G. 1 2x4 STUDS 6Ib" O.G. 4 MASTER MASTER BEDRdbM III I' ll BATHROOM 1 O 2x1O k.R. 6 16" O.G. -t/e° CUR YWOOD 9HEATHING p 3 R-25 BA INSULATION (2) 1/4'x14" LVL GOND FLOOR 6-' +10'-10' / o yyyry z 11tl 5/4" GDX PLYWOOD SUBFLOOR y 2x12 FJ ® I6' or _ TO. PLATE- 1 BLOCK JOISTS ® Y3 SPAN CYT � Z i] d Qzw W - � _ FAMILY ROOM V G OM yf_ 11 1 O O'-O" CEILING II 1 vY � O 1111 I II 1 y � �ROOF PLAN PLAN P GONG. GHEEK WALL MIN 3'-O" BELOW GRADE O 5CALE: 1/4" I'-O° !,_ ALIGN �,, ! / 4" P. GONG. SLAB / /4" GDX PLYWOXX OD SUBFL _- -� T.O. FIRST O'OO" y W W/ bxb IO/10 WWM Lu EXISTING STRUCTURE � NOL Q GIA E I I 2XIO FJ ® 16" OG OOR CRAWL SPACE TO REMAIN (V.IFJ q R-25 BATT INSULATION EXISTING V I UA (2) 2x10 O CL K 8" P GONG.I 2x10 LEDGER w I FOUNDATION WALLI I BA5EMENT O A10x20 P, GONG. FTG. W/I OTE: 1 O z (2) 44 REBAR TO ALIGN VERIFY ALL EXISTING I ^ 3 NV EXIST. FOOTING, I 57RUGTURE IN THE FIELD, MIN 36" BELOW GRADE NOTIFY ARCHITECT OF ANY EXISTING FOUNDATION DISCREI'ANOI ES 1 ., �TO REMAIN (V I F) A.3 I /) W/ 6x610/10 WWM Oz V/ A SECTION A.6 SCALE. 1/4 1 0 , 00 O W z i a p 4 0 K O 0 I I py. Y FLASHING CULTURED FIELD STONE VALLE �+ ASPHALT SHINGLES BY OWEN5 CORNING, COLOR AND STYLE TO BE SELECTED 7.0. � I V a v ASPHALT SHINGLES ___ -- _ _ ___ _ _ _ --_--_ ____-- _ _ _ __-- _ _ _ _ _ _ _ _ — _ V. 32q- O q q �L TO BE SELECTED -- _-_ - -- - - ___ _i - ---- - -- -- _ -_ �G�+17 u m / �T.O_ RIDGE _ _ _ _ _ _ _ =w_ _ -- -- - 1,6 - _ -. --- - - ------_ VALLEY FLA5HIN N W TTCEV. 32 I' -_ VINYL 51DING TO YYYY _ __ __ - _ _ _ _._ . -_ __-_ - _- _ FLASHING _ _ _ _ /-51 CONCEALED FLASHING - E _._ -_ - -- - r� 4"x0" ALUMINUM GUTTER W/ -/ _ -- � _ _ 18 z0 Wy. f Ip ASPHALT SHINGLES F + - - — TO BE SELECTED — - - — T.O AL . RIDGE U C m m VLEY FLASH -ING ELEV:±29129-I' zay� - HURRICANE ANCHORS MANUFACTURED BY 51MP50N STRONG-TIE CONNECTORS MODEL T.O. D6E _ _ - _ - - — -- - - -_- -- _-\' --- - - _ _ _ _ T.O. RIDGE No HI OR APPROVED EQUIVALENT EVERY V U U D5 EL V. ±26,I V.=26I"" _� �a ELE - � RAFTER TO PLATE CONNECTION VALLEY FLASHING ASPHALT SHINGLES - - -- -- _ - ----- �— --- - TO BE 5ELEGTED T,0. RIDGE _ _ —µ _ _ i- _ T.O. RIDGE ELEV. 23-4A5FHALT SHINGLES ---- - -- --- ELEV. 222'-10" YYY ��, - 3„x3 1 ALUMINUM GUTTER W/ ALUMINUM GUTTER W/ TOB SELECTED 4"x3" A -- _ 3'x2” ALUMINUM LEADER x2" ALUMINUM LEADER - - ASPHALT 5HINGLES -' - - --"-__.-- --- --- T O E 77 _ - - - - -- - __ - ---- --- - ELEV 18 10 TO RIDGE -. _ _- _ __ VINYL SIDING + 1 7Y TO 8E SELEGTE _ PLATE ELC-V:tl-I-10 -- - - - -- - - -- - -- TO BE SELECTED '" ROOF RAFTER - VALLEY FLASHING - i I i � _ CONGEALED FLASHING POST GAP MANUFACTURED BY SIMP50N TIE CONNECTORS DEL ALL FLASHING STRONG ORA PROVED S UOVALENT�I5 TALLED I _--4 x3" ALUMINUM GUTTER W/ VALLEY AS PER MANUFACTURES 5PEGIFIGATIONS _ 3x2 ALUMINUM LEADER__- BEAM / �- ELEV +10 2 VINYL SIDING - ... .-_ - - -10 - --- FLOOR DECORATIVE COLUMN COVER 12 5ELEGTED _-__- - -- - TO PLATE 4.4 COLUMN ,} LE - _ COLUMN BASE _ liI5- 4i lll'i �jF Fhi� - I_' Ili I_-I -. -I - �J - - - j- '_ = 4,x3" ALUMINUM GUTTER W/ 'i 6 { al 11 1 141 3"x2" ALUMINUM LEADER I - - Ii � ; 1l1 { 11 „ .rf1 113 If,j'I' E�T TO FIRST FLOOR P GONG. SLA ! O CULTURED FIELD STONEF rc BY OWEN5 CORNING, COLOR COLUMN BASE MANUFACTURED BY EL AND STYLE TO BE SELECTED 8” P GONG. No.SIMCE3N STRONG-TIE MODEL i9 o o u o FOUNDATION WALL No. S PER MANUWe2FACTURERS INSTALLED AS PER MANUFACTURERS 10x20 P. GONG. FTG. W/ SPEGIFIGATIONS OR APPROVED (2) *4 REBARTO ALIGN III EQUIVALENT i Ln nfaz s�g Wm Ip �u� x W/ EXIST FOOTING, P. GONG. CHEEK WALL j o o w m' V MIN 36" BELOW GRADE �Z °off HiaU�i O CI_ _ _ _ _ _ _ _ _ _ — EX15T1N6 FGUNDATDN — =I� �GOLUMN STRAPPING DETAIL K= �=-powp v � - - Z-V.IF rw rc�n o'�JJ IE � N.T.S. of��n� o�rc� ALIGN EAST ELEVATION L1bw��N Q OL4pp: _ l� SCALE: I/4" In I'-O" I yo'��w��uLL�nIXIX� 5w�'o o�wapoo m CULTURED FIELD STONE z0 BY OWEN5 CORNING, COLOR w?�a5poj 3N ASPHALT SHINGLES 1111 AND STYLE TO BE SELECTED TO BE SELECTED iw`r3dwio � U- T.O. RIDGE _ _ _ ��aal-mop�o� nK ELEV. 229'-1" VALLEY IPLASHING TO RIDGE i _— - T.O. RIDGE T.O. RIDGE p� 26'_4" VALLEY FLASHING ASPHALT SHINGLES - %- - - - - --_ T- - _ - T - _ \ _ __ ._ - _ EV 213 4E TO BE SELECTED - �� ' _ _ _ rik T.O. RIDGE _ �. -_-- -I -_- -.. -..�_ .-. EL - ELEV.322-10� ASPHALT SHINGLES I 804 - E SELECTED 4"x3" ALUMINUM GUTTER W/ ALUMINUM GUTTER W/ 3"x2" ALUMINUM LEADER - _ > � ` - _ -! - 3x2" ALUMINUM LEADER F T.O. PLATE ELEV. +IH'-l0' VALLEY EFLEASHIDNG OZ - __.-. VINYL SIDING TO BE SELECTED - _ _ _ __ CONGEALED FLASHING �--- � __ —_ -.- -- - ------ --- ---- -- -- ---- - -- - at - --- l - -- T.O. ECOND L R- - - -- - - _ ---��� _ ___- -- VALLEY FLASHING S -_4 x3 ALUMIN ---- -- - - - ---3 UM GUTTER W/- -- - _ W _ - — x2 ALUMINUM LEADER YYY T.O PLATE _ __ - h Vi - „� (j) tu eLEv, +a'-o" 1 i, �f�l i II 4 W �n Wi 4"x3" ALUMINUM GUTTER W/ _ _ - III i ii I r 1 Ghli'{i{ I 3"x2" ALUMINUM LEADER - - 'I I' d 00 � � - i�f= IIIF L, II ,y,.G, �1 y-- -- -- -- ---_ -- i�Ll 0 - OC�I - '' \\ J 0LA] 0CDJ C, - - - - - - - -- w [L� O 0 FLOOR T.O. _FIRST - 2- O - F ELE V 1. Ll GRADE W _ © � 0 � X000 Ov d CULTURED FIELD STONE J AND 51 TO BE SELECTED BY OWENS CORNING, COLOR W 8" P. GONG. 8" P. GONG. lU.. FOUNDATION �4ALL FOUNDATION WALL EL VINYL SIDING lL 1 . W/ 10x20 P. GONG. FTG W/ TO BE SELECTED 0x20 PCON (2) •4 REBA TFTG.O ALIGN (2) #4 REBAR TO ALIGN O VV EXIST. FOOTING, EXISTBEL�W GRADE —7 NO, MIN 36" BELOW GRADE ro MIN. 36 CP EXISTING FOUNDATION _ — — — d. O Q O j V.I.F. N 11 o Z - - - - LALIGNJ - - - m O Z WEST ELEVATION o Q 0 5GALE. I/4" I'-O" B T I If GENERAL CONDITIONS FIREPLACE ASPHALT ROOF SHINGLES NYS ENERGY GODE COMPLIANCE REPLACE UNLE55 OTHERWISE NOTED, GENERAL FIOPENING AND FLUE SIZE INSTALLED AS PER SECTION R4052 AIR LEAKAGE. G p CONDITIONS OF THE CONTRACT FOR TO BE AS INDICATED ON DRAWINGS -JOINTS, PENETRATIONS, AND ALL MILL ROAD CONSTRUCTION, AIA DOGUMENT-201 PROVIDE OUTSIDE COMBUSTION AIR OF THE RESIDENTIAL CODE OF N.'T'S OTHER SUCH OPENINGS IN THE * I � / � ® ^ � 4/87 SHALL APPLY. THE CONTRACTOR WITH 6" DUCT AND DAMPER EACH SIDE ALL SLOPED ROOF SHINGLES SHALL BUILDING5 ENVELOPE THAT ARE ZOI y Cl , FORYATN OI Y [vi SHALL OBTAIN CERTIFICATE CO TR FOR A TOTAL RECOVERY CAPACITY BE 5AF-GLA55-A ASPHALT ROOF SOURCES OF AIR LEAKAGE MUST BE ��U11 OCCUPANCY. SUBSTITUTIONS SHOULD OF 150 GFA MIN. MAINTAIN MAXIMUM SHINGLES OR APPROVED EQUAL. SEALED 5 aa•Is'oo^e anao' O aaU d 5HINGLE5 SHALL BE APPLIED OVER SECTION 59 BLOCK 122 LOT(5) 42141 d 243 s aa•Is'oo"e (� U W �5 m NOT BE MADE WITHOUT WRITTEN 20 CFM INFILTRATION THROUGH THE I5 ASPHALT FELT WITH -REGE55ED LIGHTS MUST BE TYPE IG TOWN OF SOUTHOLD o 4.95' y, ,�`F•'r .+ RATED AND INSTALLED WITH NO ° 8 ¢ ~ v AUTHORIZATION BY THE ARCHITECT. FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH IGE AND WATER - THE PREMISES SHALL BE KEPT FIREPLACE OPENING WITH GLASS PENETRATIONS, OR TYPE IG OR NON-IG ZONE: R-80 REQUIRED PROVIDED N n o } U BARRIER APPLIES AT EAVES, n UU p, a REASONABLY GLEAN AT ALL TIMES. DOORS TO CONFORM TO NY5 ENERGY VALLEYS AND FLASHING. ROOFING RATED APPROPRIATE LCAT INSIDE AN O AT THE COMPLETION OF WORK, THE CONSERVATION CODE. FIREBOX TO BE CONTRACTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY FRONT YARD 50 FT. 782 FT. Z CONTRACTOR SHALL REMOVE ALL COMPLETELY LINED WITH FIREBRICK FLASHING NECESSARY FORA WITH O.5' CLEARANCE- FROM Q ..e". WA5TE MATERIALS, TOOLS, RUBBISH, PROVIDE MIN. 8" FIREPLACE WALL WATERTIGHT, WEATHERPROOF JOB COMBUSTIBLE MATERIALS AND 3" REAR YARD 60 FT. 74.72 FT. � �" 0 ETC , GLEAN GLA55 AND LEAVE WORK THICKNESS WITH 4" NON GOMBUSTIBLC- ROOFING IS TO BE APPLIED IN STRICT CLEARANCE FROM INSULATION SIDE YARD (MIN) 20 FT 684 FT O BROOM GLEAN UNLESS OTHERWISE FIRESTOPING BETWEEN GOMBU5TISLE AGCORDANGE WITH THE 5I _. YARD (ACG) 40 FT. ±51.0 FT. o>. e 1 SPECIFIED. THE CONTRACTOR SHALL WOOD FRAME CONSTRUCTION VAPOR RETARDER 131.0 FT. \\\• W GARRY WORKMAN'S COMPENSATION MANUFACTURES ALL SUPPLY CS. BUILDING HEIGHT 35 FT. J I 1 CONTRACTOR SHALL SUPPLY DOLOR -REQUIRED ON THE WARM-IN-WINTC-R AND GENERAL LIABILITY INSURANCE FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR 51DE OF ALL NON-VENTED FRAMED LOT COVERAGE 20 46 4.7 % ALL SHALL COMPLY WITH STATE AND INSTALL TWO LAYERS OF TROWELEDOWNER'S APPROVAL, PRIOR TO GEILINGS WALLS, AND FLOORS ..K.o..�. Q LOCAL CODES AND ORDINANGES. THE ON FIBERGLASS MASTIC. (FED SPEC CONTRACTOR SHOULD FULLY INSTALLATION MATERIALS IDENTIFICATION: roxeev...o ` S.S.G 153 TYPE-I) MEMBRANE TO BE ��, � GUARANTEE HIS WORK AND THE WORK CONTINUOUS FROM TOP OFINSULATI(`N -MATERIALS AND EQUIPMENT MU57 BE OF HI5 SUBCONTRACTORS FOR A FOUNDATION AND EXTEND TO LAP INSTALLED IN ACCORDANCE WITH THE PERIOD OF ONE YEAR AFTER EDGE OF FOOTING ALL EXTERIOR WALLS AND ROOFS MANUFAGTURC-R'S INSTALLATION n SHALL 5� INSULATED WITH FOIL o v o INSTRUCTIONS. COMPLETION OF THE PROJECT UNLESS FACED FIBREGLASS BATT INSULATION $ n OTHERWISE 5FEGIFIED. ALL WORKBY JOHN MANVILLE OR APPROVED -MATERIALS AND EQUIPMENT MUST v SHALL BE PERFORMED IN IDENTIFIED 50 THAT THE COMPLIANCE e FRAMING AND ROUGH CARPENTRY EQUAL, F IL TO BE PLACED TOWARD TABLE MINIMUM INSULATION THICKNESS FOR GIRGULATING HOT WATER PIPES ry aa•I3'oo"W g ACCORDANCE WITH GOOD BUILDING JOISTS RAFTERS AND STUDS SHALL BE P CAN BE DETERMINED INSULATION THICKNESS IN INCHES BY PIPE SIZES 4.99' PRACTICES THC- CONTRACTOR SHALL WARM SIDE. PROVIDE 11/2" RIGID CONSTRUCTION GRADE DOUGLAS FIR 1100 FOAM INSULATION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL INDEMNIFY AND HOLD HARMLESS THE P51. ALL WOOD SILLS AND WOOD IN FOUNDATION WALLS FROM FOOTING TO INSTALLED HEATING AND COOLING HEATED WATER NON-GIRGULATING RUNOUTS GIRGULATING MAINS AND RUNOUTS N a919'oo"w an eo' G,Z)4 t OWNER, ARCHITECT, AND THEIR HEQATING E UIFD SERVICE WBETER TEMPERATURE (F) UP TO I" UP TO 1.25" L5" TO 20' OVER 2" CONTACT WITH MASONRY SHALL BE AGO 6"BELOW FINISHED GRADE UNLE55 n 3 AGENTS AND EMPLOYEES FROM AND TREATED ALL METAL FASTENERS IN OTHERWISE SPECIFIED. CARE SHOULD 170-180 OS LO 5 20 ¢ b m z AGAINST ALL CLAIMS, DAMAGE-5, CONTACT WITH AGO TREATED LUMBER TO BE TAKEN NOT TO DAMAGE PROVIDED. 140-160 OS OS LO I5 w o g -INSULATION R-VALUES-5 AND GLAZING r o 0 ATTORNEYS AND EXPENSES, INCLUDING BE DOUBLE HOT DIPPED MANUFACTURER. OR FOUNDATION WATERPROOFING. 100-130 05 O.5 O.5 Lo PLOT FLAN s ATTORNEYS FEES ARISING OUT OF OR AS SPECIFIED BY MANUFACTURER. MARKED O MUST UI CLEARLY RESULTING FROM THE PERFORMANCE TERMITE 5HIELD5 AT SILL TO BE COPPER WOOD FLIOORING MARKED ON THE BUILDING PLANS OR SPEGIFIGATIBNS OF THE WORK PROVIDED THAT ANY OR OTHER APPROVED NON COFRO51VE WOOD FLOORING TO BE 2 1/4" WIDE SCALE: "=50'-O" SUCH CLAIM, DAMAGE, L055 OR THICK TONGUE AND GROOVE DCT IN5ULY DUGONiDETS IN UTHE RILDINGD TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAC PIPES EXPENSE (A) IS ATTRIBUTABLE A SHALL BE I/2 GDX DOUGLAS FIR5/4' CEIX IN LrNOgb FLO RGONSHALL BE SELECT FOEO OAK STRIPS MINIMUM 2 MUST BE INSULATED NSOUTSIDE TO R-8 OR DEATH OR TO INJURY TO OR COVERED WITH EXTERIOR SHEATHING T WEIGHT dl:) OVER PAPER. ALL BOARDS pl TO 2" 2 5 SIZE SILA7 P. DESTRUCTION OF TANGIBLE PROPERTY OR U T BODILY INJURY, SICKNESS, DISEASE PLYWOOD EXBTE LOOKS' HOUSE WRAP OR IN LEND -RETURN DUCTS IN UNCONDITIONED HEATING SYSTEMS MS FRANCE F) 2"1 RUNOUTIONI'TAND LESS IN INCHES BY PIPE TO 4" (OTHER THAN THE WORK ITSELF APPROVED EQUAL BLOCK STUD WALLS TO BE BUIND NAILED WITH 2" BARBED ATTICS OR OUTSIDE THE BUILDING LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 L5 2.0 (A INGLUDING THE 1-055 OR USE AT I/2 STORY HEIGHTS AND AT ALL FpSTENEhS, ALL JOINTS TO BE TIGHT MUST BE INSULATED TO R-4. RESULTING THEREFROM) (B) 15 CAUSED UNSUPPORTED EDGES OF PLYWOOD WITH BOARD EDGES FREE OF LOW TEMPERATURE 120-200 O.5 O LO 1-5 IN WHOLE OR IN PART BY ANY PROVIDE SOLID BLOCKING AND -SUPPLY DUCTS IN UNCONDITIONED STEAM CONDENSATE (FOR FEED WATER) ANY LO O I5 20 ~ # DEFORMITIES ALLOW FOR PERIMITER 5PAGE5 MU5T BE INSULATED TO R-8. F NEGLIGENT ACT OR OMI5510N OF THE DIAGONAL BRACING OF FLOOR JOISTS AT EXPANSION AS RECOMMENDED BY -RETURN DUGT5 IN UNCONDITIONED COOLING SYSTEMS J CONTRACTOR, ANY SUBCONTRACTOR, 8' O G MAXIMUM AND SOLID BLOCKING WOOD F1,'OOR MANUFACTURER. SPACES (EXCEPT BASEMENTS) MU57 CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 ANYONE DIRECTLY OR INDIRC-GTLY UNDER ALL UNSUPPORTED EDGES OF PRC-PARATION AND FINISHING. EMPLOYED BY ANY OF THEM, OR PLYWOOD. ALL GAP PLATES TO BE ALL PLANK FLOORING TO BE SANDED BE INSULATED TO R-2 AND BRINE 120-200 0.5 LO LO 1-5 ANYONE FOR WH05E ACTS ANY OF DOUBLED AND NAILED BOTTOM GAP -INSULATION IS NONEIOT REQUIRED ON O z THREE TIMES; ONE COURSE GUT, RETURN DUGT5 IN BASEMENTS THEM MAY BE LIABLE REGARDLESS PLATED TO END OF STUDS. LAP GAP MEDIUM GUT, AND ONE FINE GUT. ALL WALL KEY ALLOWABLE DEFLECTION OF STRUGTURAL MEMBERS- AS PER OF WHETHER OR NOT IT 15 CAUSED IN PLATES AT CORNERS, TOE NAIL JOISTS SANDING TO BE UNIFORM, SWIRLS AND DUCT CONSTRUCTION. TABLE R3016 OF THE RESIDENTIAL CODE OF NEW YORK r u,9 w C a PART BY A PARTY INDEMNIFIED TO GAP OR BC-AM WITH . WHERE FLUSH GRO55-MARK5 ARE UNACCEPTABLE -ALL JOINTS, SEAMS, AND - - EXIST TO BE REMOVED m 4 v-y''0p HEREUNDER. 00 ALL MATERIALS, FRAMING OCCURS, U5C- MIN. 16GA SHEET TWO GOATS OF STAIN, APPROVED BY STRUCTURAL MEMBER ALLOWABLE << .O V v,Q- GONNEGTIONSMUSTS, SECURELY DEFLECTION aE:n°'l-, "rc� ASSEMBLIES, AND METHOD OF METAL JOISTS HANGERS BY "SIMPSON" OR THE ARGHITEGT AND/OR OWNER SHALL FASTENED WITH NELD5, GASKETS, EXI5T TO REMAIN hFil oH.029 CONSTRUCTION INGLUDING BUT NOT APPROVED EQUAL ALL CORNERS TO BE BE APPLIED IN A UNIFORM RAFTERS HAVING 5LOFE5 GREATER THAN 9/12 L/160 °° G €°� LIMITED TO FORM-WORK, MINIMUM 3/2X4 STUDS. HEADERS SHALL BE MABTI G5 (ADHE51'VES), N �rt°arcw } MANNER.FLOORING SHALL BE SEALED MASTIC-PLU5-EM6EDDED-FABRIC,, OR WITH NO FINISHED CEILING ATTACHED To NEW WOOD FRAME GNST u=_° _°€N m BLOCINO OF FRAMING, NAILING, MINIMUM 2/2X6 UNLESS NOTED ON PLANS. WITH TWO GOATS OF NON-YELLOWING RAFTERS PLACING OF CONCRETE, ETC, ARE TO MINIMUM BEARING FOR STUDS, JOISTS AND PBLYURETHANC- AS MANUFACTURED eY TAPES, DUCT TAPE IS NOT maw O INTERIOR WALLS AND PARTITIONS H/160 Lu BE CAREFULLY SUPERVISED BY THE BEAMS SHALL BE 3 I/2" USE DOUBLE MGKLUSKY'S HEIRLOOM SERIES, PERMITTED. ..:_ NEW POURED CONCRETE UD5 FOR HEADERS OVER FIVE C-XGEPTION: CONTINUOUSLY WC-LDED FLOORS AND PLASreRc-D cEI LINGs GONTRAGTOR TO BE SURE THEY ARE JACK 57 EGGSHELL FINISH OR APPROVEDAND LOCKING-TYPE LONGITUDINAL HARD WIRED SMOKE ALL OTHER STRUCTURAL MEMBERS 1-/240 €s� k'�0o�'�� O IN ACCORDANCE WITH THE DRAWINGS, FEET IN LENGTH EQUAL JOINTS AND SEAMS ON DUCTS OO DETECTOR W/ BATTERY U F SPECIFICATIONS, APPLICABLE GORES OPERATING AT LESS THAN 2" w 9 BACK-UP EXTERIOR WALL5 WITH PLASTER OR STUCCO FINISH H/360 IND STAINING AND GOOD PRACTICE DEVIATIONS PLUMBING PAINTG AN FROM THE DRAWINGS AND CONTRACTOR SHALL INSTALL WATER (SCO PA) ® 80 CFM FAN TO EXTERIOR EXTERIOR WALL5 - WIND LOADsa WITH BRITTLE L/240 SFEGIFIGATIONS WILL NOT BE SUPPLY AND SANITARY SYSTEM AS THE FOLLOWING IS INCLUDED FOR THE -DUCTS SHALL BE SUPPORTED EVERY EXFINISHES PERMITTED WITHOUT WRITTEN INDICATED AND AS PER APPENDIX "J" OF CONVENIENCE OF THE PAINTING 10 FEET TU IN ACCORDANCE WITH THE a a W CONTRACTORS AND ONLY A5 AN HARD WIRED CARBON MONOXIDE EXTERIOR WALLS - WIND LOADS WITH FLEXI5ILC- L/120 g O�INy a N WU ROd JIC��I:IV� AUTHORIZATION OF THE ARCHITECT THE RESIDENTIAL CODE OF NY5, FOR MANUFACTURER'S INSTRUCTIONS DETECTOR W/ BATTERY BACK-UP FINISHES INDICATED OF THE S MIN2° AF.F. AS PER SECT. 1225OF PAINTS -GULLING DUCTS WITH EXTERIOR THE CONTRACTOR SHALL BE RENOVATIONS. PROVIDE HOT AND GOLD REQUIRED FOR VARIOUS SURFACES IT .2 ' NOTE L=SPAN LENGTH, H=SPAN HEIGHT RESPONSIBLE FOR THE SHOP SHUT-OFF VALVES AT ALL FIXTURES ALL INSULATION MUST BE COVERED WITH A NY5 GORE DRAWINGS WHICH MAY BE NEEDED. WATER PIPING TO HAVE GLEANOUT5 AT IS THE INTENT OF THESE VAPOR RETARDER. a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN H O7 ALL DIMENSIONS AND CONDITIONS ALL CHANGES OF DIRECTION AND AT SPECIFICATIONS TO PROVIDE A -AIR FILTERS ARE REQUIRED IN THE TIMES THE COMPONENT AND CLADDING LOADS FOR THE m Js m ARE TO BE FIELD VERIFIED, BASE OF VERTICAL WASTES. USE 4" CAST COMPLETE FINISH ALL PAINTED RETURN AIR SYSTEM. PURPOSES OF THE DETC-RMI NTNG DEFLC-GTION LIMITS HEREIN y? sF :rc aN 'z° CONTRACTOR TO REMOVE- k IRON THROUGH FOUNDATION WALL SURFACES MUST BE FULLY COVERED -THE HVAG SYSTEM MUST PROVIDE A �1" odi�0r N IN A UNIFORM MANNER TO BE MEANS FOR BALMNGING AIR AND w u ?a� K te RELOCATE AS REQUIRED ALL PITCHED MIN. 1/8" PER FOOT TRAP/WA5TE DESIGN LOADS AND SPECIFICATIONS `�� '�a� '�o EXISTING WORK WHIGH INTERFERES SIZES FOR FIXTURES SHALL BE AS ACCEPTABLE. WATER SYSTEMS INTERIOR WOOD SURFACES-APPLY TO WITH NEW CONSTRUCTION. FOLLOWS: LIGHTLY §ANDER SURFACES, WALLS, TEMPERATURE CONTROLS GROUND SNOW LOAD 45 PEP DISH WASHER I/2" DOORS, FRAMES, TRIM, AND BASES, -EACH DWELLING UNIT HAS AT LEAST GE I LI NG LIVE LOAD 20 PST 1L tL SITE WORK KITCHEN SINK 1 1/2" ONE GOAT WOOD FILLER OR STAIN STAKEOUT IS TO BE PERFORMED BY A LAVATORY I/4" ONE THERMOSTAT CAPABLE OF SECOND FLOOR LIVE LOAD 30 F5F AND TWO GOATS MGKLUSKY'5 AUTOMATICALLY ADJUSTING THE LICENSED SURVEYOR. STAKING AND SHOWER 2" EGGSHEL 7IN15H NDN-YELLOWING FIRST FLOOR LIVE LOAD 40 PSF LAYOUT ARE TO ESTABLISH ALL LINES TOILET 3"/MATGH FIXTURE OUTLET SPALL- TEMPERATURE SET POINT BF AND BENCHMARKS, VERIFY ALL GIVEN ALL SYSTEMS TO HAVE ONE 3" MAIN VENT POLYURE'HANE. THE LARGO-ST ZONE. WIND SPEED 110 MPH DATA EN DRAWINGS IN CASE OF STACK INCREASED TO 4" THROUGH THE GYPSUM �90ARD- MINIMUM ONE GOAT SEISMIC DESIGN CATEGORY G v' e $ e 9" ! - rf � J f h' PRIMER ,AND TWO GOATS FLAT PAINT ELEGTRIG SYSTEMS: WEATHER INDEX SEVERE fi n 7 � ,a y 4+T " i���' • DISCREPANCY, RECEIVE ROOF. PROVIDE FROSTPROOF HOSE-BIBS EXTERIOR WOOD SURFACES- TWO -SEPARATE ELEGTRIG METERS ARE 3 FEET � r�' J9 r T �n I n r � ' 0 O CLARIFICATION FROM ARCHITECT AS INDICATE ON PLANS WITH EASILY GOATS E 'TC-RIOR GRADE STAIN FR05T LINE DC-PTH + + �a�'tM}'' (. M, ",+„r.r !�f PRIOR TO PROCEEDING, EXCAVATE AGGE551BLE DRAIN DRAIN-GOGK5 THE 'N REQUIRED FOR EACH DWELLING UNIT, : + +� ;+ S� ' " ~ ~ EXTERIOR EXPOSED METAL- MINIMUM TERMITE MO TO HEAVY xr' Jp f+y , d�ha r o.!-' ter"'' "' " J, U U FL AND BAGK FILL FOR WORK INDIGATED WATER SUPPLY AND SEWAGE DISPOSAL CNC- GOAT ZING CHROMATE AND TWO DECAY SLIGHT TO MODERATE ;yG)r `-�w}�� 'vd4tii�E( / F' -�' +" ,'; _ _ ON DRAWINGS. STOCKPILE TOPSOIL SYSTEM SHALL COMPLY TO THE FIREPLACES: i�)t : + trr '(v�'uy,t Fy: sl r�kry 'r ,// i, / ' MINIMUM DESIGN DEAD LOADS"' AS PER LL w OBTAINED FROM STRIPPING DRIVEWAY APPLICABLE COUNTY DEPARTMENT OF GOATS EXTERIOR ENAMEL. -FIREPLACES MUST BE INSTALLED WINTER DESIGN TEMPERATURE 13 ,�,�ax (.� r n+ + .i i#,' ; ���y'p „v . ,H TABLE GE-I ASCE 7-98 ALL MATERIAL SHALL BE OF BEST WITH TIGHT FITTING NON-COMSUSTABLE ICE SHIELD UNDERLAYMENT REQUIRED YES n� ( (Tt"n Jry4 � n, "'Yr3 + 1 AND BUILDING SITE. STOCKPILE ALL HEALTH STANDARDS AND REGULATIONS. OUALIN PITTSBURGH, PRATT k FIREPLACE DOORS x{'fiK (v��T'f r"!:,.y'{'1- vtW.:„f` vli „ "� v' ,+✓ COMPONENT LOAD EXCAVATED MATERIAL. NEW AND APPROVAL OF ALL PLUMBING MU57 BE LAMBERT, DUTCH BOY GABOTS, ! (psf) u U O EXISTING BACK FILL MATERIAL AND OBTAINED FROM APPROPRIATE LOCAL MGKLUSKYS, OR APPROVED EQUAL. "FIREPLACES MUST BE PROVIDED S y C(yG"iijp+;sk'i� {{+ + i TOPSOIL ARE TO BE FREE OF WEEDS, AUTHORITIES PRIOR TO CONGEALMENT. WITH A SOURCE OR COMBUSTION AIR, WARM ROOF SNOW LOADS r z �I,�,J+uJIO n �irvu� c C- L N G 5 TREE ROOTS, ROCKS AND DEBRIS, PRIOR TO ORDERING, CONTRACTOR CONTRACTOR IS TO PROVIDC- AS RC-QUIRED BY THE FIREPLACE A5 PER TABLE ASGC- 7-48 SECT. 7.4 AND � l@ =M� � ,y ^' O O w ALL SURPLUS MATERIAL THAT IS SHALL SUPPLY GUTS OF FIXTURES FOR SAMPLES OF ALL PAINTS AND STAINS GONSTRUGTION PIROVI510NS OF THE FIGURE 7-2 yip F4�?.. ,�a n'„ r r ' ! GYPSUM BOARD (I/2-!n) 7o r ry Q UNSUITABLE FOR BAGK FILL MATERIAL OWNERS APPROVAL. IN THE EVENT THAT FOR ARGHITEGT'S AND/OR OWNERS BUILDING CODE OF NEW YORK STATE, SLOPE GS GSL LIVE LOAD GYPSUM BOARD (5/6-In) 90 SHALL B REMOVED FROM THE SITE. THE OWNER GHANGC-5, THE CONTRACTOR APPROVAL, THE RESIDENTIAL. CODE OF NEW YORK F12 (0.85) X (45 F5F) 40 F5F \ +s,t +''� �'0 SUSPENDED STEEL CHANNEL 5YSTEM 2.a PROTECT ALL TREES WITHIN EIGHT SHALL CREDIT THE OWNER FOR THE FULL STATE OR THE NEW YORK CITY 4.12 (08) X (45 PSF) 36 PSF ' " s' Wy iv r G o v E R N G 5, R o o F, AND WALL # GYPSUM WALL BOARD BUILDING CODE, AS APPLICABLE. , v r ryLl FEET OF THE BUILDING. PROPER SUBGONTRAGTORS COST FOR THE INSTALLEPP AS PER SECTION R7023.2 5:12 (074) X (45 PSF) 34 PSF - '� <, r ASPHALT 5HINGLE5 20 APPROVALS MUST BE OBTAINED GHANGED UNIT THROUGH9-102.36 OF THE SERVICE WATER HEATING. 6:12 (067) X (45 PSF) 30 FSF 4 " GYPSUM SHEATHING, /2-In. 2,0 BEFORE COVERING ANY EXCAVATED RESIDENTIAL CODE OF N.Y.S. GYPSUM -WATER HEATERS WITH VERTICAL T12 (O 6) X (45 F5F) 27 PSF z PLYWOOD (per /2-In) 1-6 WORK, HVAG WALLBOARD APPLICATION SHALL BE PIPE RISERS MUST HAVE A HEAT TRAP 8,12 iy �' SY57EM TO BE DESIGNED BY OTHERS, TAPE JBINT SYSTEM ALL GYPSUM (0.56) X (45 PSF) 25 PSF r" �/ yA` RIGID INSULATION, /2-in o]5 1 ^ Q ON BOTH THE INLET AND THE OUTLET / LU CONCRETE BLOCK PROVIDE PROPER SUPPLY TO ALL ROOMSMEMBRANE o.7 4.12 (0.5 BOARD TO BE 1/2" ON WALLS AND 1/2" UNLESS THE WATER HEATER HAS AN U X (45 PSF) 23 PSF SINGLE-PLY SHEET WATERPROOF WG ALL CONCRETE BLOCK IS TO HAVE k CONFORM WITH ALL STATE AND LOGAL ON CEILINGS UNLESS OTHC-RWISE INTEGRAL HEAT TRAP OR I5 PART OF 10:12 (0.48) X (45 PSF) 22 PSF '' 1 ' z Q "BUR-O-WALL" REINFORCING EVERY GODC-5. AS PER APPENDIX "J" OF THE INDIGATE�J FINISH JOINTS, J-BEADS A GIRGULATING SYSTL-M. II 12 (0.44) X (45 PSF) 20 PSF F� I BITUMINOUS, sMoorH SURFACE 15 THIRD COURSE FILL TROP COURSE RESIDENTIAL CODE OF N.Y.5 FOR NAIL DIMf.?LES, GORNER5 AND EDGE5 -INSULATE GIRGUJLATING HOT WATER 12:12 "r ,'f r WATERPROOFING MEMBRANE O z z SOLID. MORTAR MIX TO BE ONE PART RENOVATIONS SHALL BE TAPED AND RECEIVE THREE (0.38) X (45 PSF) 18 PSF „ � - TONE PART LIMO- PIPES TO THE LEVELS ON TABLE : FLOORS AND FLOOR FIN 1 5 H E S F-- Y I 1 z l v o PORTLAND CEMENT, GOATS OF JOINT COMPOUND ALLOW r'�'� _ \ ! GERAMIG OR QUARRY TILE (3/4-1n) N PUTTY, AND 51X PARTS SAND, OR ONE GLASS WINDOW5 AND DOORS 24 HOURS TO DRY BETWEEN GOATS. GIRGULATING HOT WATER SYSTEMS NOTE: ,�' {; ,r',. y 16.0 Z PART MASONRY GEMENT AND THREE TO BE INSTALLED AS PER FINAL GOAT TO BE SANDED SMOOTH. -INSULATE GIRGIULATING HOT WATER THIS BUILDING HAS BEEN DESIGNED AS PER THE AMERICAN FOREST AND '/, `yi; \ oN /2-In. MORTAR BED �/ �= Q PARTS SAND SEGTIONR308 OF THE RESIDENTIAL PAPER ASSOCIATION (AFk PA) WOOD AND FRAME GONSTRUGTION MANUAL .' � ,."'f ^,:! v ":- ` °i HARDWOOD FLOORING, 7/7-1n. 4,U J METAL CORNER BEAD TO BE USED ON PIPES TO THE LEVELS ON TABLE 1, FOR ONE AND TWO-FAMILY DWELLINGIL BUILDING CODE OF N.Y 5, ALL GLASS IS ALL OUTSIDE GORNERS AND AROUND A ^ MAP LINOLEUM OR ASPHALT TILE, I/4-In 10 � I •' I- GONGRETE TO BE INSULATED LOW-E UNLESS ALL OPENINGS HEATING AND COOLING PIPING OO --� Ld J Z J NO CONCRETE OR MASONRY WORK OTHERWISE SPECIFIED GLASS INSULATION: NOTE. AREA FLOOR ORING, JOTS. 30 O SHALL BE DONE DURING 5UBGONTRAGTOR SHALL NOT INSTALL N.T S, Jnr, .. `` d ELECTRICAL -HVAG PIPING GONVC-YING FLUIDS APPLIANGC- GLEARANGC- - APPLIANCES SHALL BE INSTALLED WITH CLEARANCES FROM FLOORS, WOOD JOIST (no plaster) ICG O.G W TEMPERATURES OF 40 DEGREES F. GLAS5 UNTILL PROPER CLEARANCES ALL WLR SHALL COMPLY WITH THE ABOVE 105°F OR CHILLED FLUIDS UNPROTEGTED COMBUSTIBLE MATERIALS AS INDICATED ON THE APPLIANCE LABEL AND IN JOIST SIZES (1n) BE PLACED ON AND FALLIN& NO CONCRETE URFAGESL NO DOORS,ARE OSKYDLIGHTS AND/BR W NDOWS STATE,LQGAEGAND UTILIN COMPANYTRICAL CODE AND ALL TBHE�EVELS NUBABL'c T BE INSULATED TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 2x6 6 5 O O z0 ADDITIVES SHALL BE ALLOWED AS REQUIRED BY CODE, SHALL BE GORES AND REGULATIONS. ALL NOTE. 2x5 6 6 WITHOUT WRITTEN PERMISSION OF THE INSULATED TEMPERED GLASS. ALL GIRGUIT5 SHALL BE MINIMUM 15 AMP NOTES: PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM 2xIO Y 6 O _Qj v K ARCHITECT ALL GONGRETE IS TO BE GLA55 DOORS AND WINDOW5 SHALL POWER WIRING SHALL BE MINIMUM 14 OBTAIN ALL PC-RMITS PRIOR TO SPAN OF 8'-O" FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED BUILDINGS. PANELS 2x12 b l W MIN. 3,000 P.5.1 AT 28 DAYS k 3,500 BE IN57ALLED IN STRICT ACCORDANCE AWG. CONVENIENCE OUTLETS SHALL BE P51 FOR GARAGE SLAB PROVIDE ALL WITH THE MANUFACTURERS LOCATED 12" ABOVE FINISHED FLOOR THE START OF WtlORK TO BE PRC-GUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE. ATTACHMENT W SLEEVES AND FOUNDATION VENTS AS HARDWARE TO BE IN COMPLIANCE WITH TABLE R301.2.1.2 OF THE NEW YORK STATE BUILDING FRAME P A R T T 1 o N 5 O SPECIFICATIONS. ALL WINDOW5 ARE TO UNLESS OTHERWISE INDIGATED. ALL 2, ALL BEDROOM CLOSETS TO BE WOOD OR STEEL STUDS, 1/2-In GYP. BOTH 51DE5 8.0 z REOUIRED BY NY5 CODE UNLESS BE CAULKED AND SEALED AS PER NYE, SWITCHErj TO BE LOGATED 36" ABOVE PROVIDED WITH ROD k SHELF, ALL GODS (SEE BELOW) FRAME WALL 5 "- (y� INDICATED, ALL FOUNDATION ENERGY CONSERVATION CODE THE FINISHED FLOOR UNLESS LINEN CLOSETS TO BE PROVIDED WITH p-- �..4J R FOOTINGS ARE TO BE A MIN 8" DEEP REOUIREMENT5. PROVIDE FLASHING OTHERWI E INDICATED. SUPPLY EXTERIOR STUD WALLS: PROJECTING 6" ON EACH SIDE OF THE FANS UNDER ALL SLIDER, DOORS, AND I 5 RBWS OF SHE-EVES. FOR A0 ��7 .�.I .2: PANELS NE DEBRIS PROTECTION FASTENING SCHEDULE O RE TURES. ED LAMPS IN ALL FOR WOOD STRUCTURAL PANELS I x4 ® IGD, 5/6-In GYPSUM, - ILO_ _ FOUNDATION WALL PROVIDE TWO #4 WINDOWS WITHIN A 6" OF AN EXTERIOR FIXTURES. 3, DOOR TRIM AND BASE MOLDING INSULATED, 3/0-In. SIDING v _ DEFORMED BARS GONTINUBUS IN THE SURFACE ALL EXTERIOR DOORS ARE TO MATCH EXISTING FASTENER 5PACIN6 , I i' .P w FOOTING ALL 4" THICK CONCRETE TO BE FULLY WEATHER-STRIPPED. 2x6 P 16-In., 5/6-n GYP5UM, PROVIDE ALL SCREENS AND 4. ALL BATHROOM FIXTURES AND FASTENER TYPE 4 FOOT 6 FOOT INSULATED, 3/9-In. 51DINC 12'0 tl1 O O m SLABS TO HAVE 6X6 10/10 WELDED _ �y N; z f WIRE REINFORCING. ANGHOR 13OL75 IN HARDWARE AS REQUIRED ALL GLA55 PANEL SPAN C PANEL SPAN C PANEL SPAN ZO O LOBE AMP MAX 512 X IS E FE FREE OF SCRATCHES AND AND INSTALLED BY CONTRACTOR <4 FOOT <_ 6 FOOT < 8 FOOT PLASTER, F MA50I NAR FOR LU H FOIA PLASTERED,NOT PLASTER. FOR m. p 4 CONCRETE SHA FAUCETS TO BE SUPPLIED BY OWNER EXTERIOR STUD WALL5 WITH BRICK VENEER 4612' N 12" AT MAX 40" IMPERFECTIONS AND GUARANTEED BY z FROME CORNERS. PROVIDE BITUMEN THE MANUFACTURER FOR A PERIOD OF 2- /2" #6 WOOD SCREWS 6" 2' 3 EXPANSION JOINTS BETWEEN SLABS NO LE55 THAN 5 YEARS ALL WINDOWS 5. FINISHES TO BE SUPPLIED GIVEN REPRESENT AVERAGES. IN SOME GASE5,THERE 15 A_ - _ W W Q 2-1/2" #0 WOOD SCREWS 6° 6" 12° CONSIDERABLE RANGE OF WEIGHT FOR THE SAMEGONSTRUGTION. ~ Q K AND FOUNDATION WALL5. TO BE ANDERSEN UNLESS INDICATED BY OWNER O p 0 (a OTHERWISE. II UPLIFT STRAP CONNECTION REQUIREMENTS (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 335) _. TABLE 3.1 NAILING SCHEDULE A5 PER ANSI/AF4PA WFGM-Igg5 FAsrSsr MILE w1NOSPEED (MPH) FASTEST MILE WINDSPEED (MPH) NUMBER of NAIL SPACING FRAMING FRAMING 90 MPH [� C + JOINT DESCRIPTION COMMON NAILS 90 MPH SPACING ROOF SPAN (FT) 'Z U SPACING ROOF SPAN (FT) NAILS IN EA END OF ROOF FRAMING (IN) NAILS INAS END OF (IN) a .1'"120 GAGE STRAP lyp"x20 GAGE STRAP RAFTER TO TOP PLATE (TOE-NAILED) (5) 8d PER RAFTER 12'-0" (2) ad (2) Bd 4a 12" OG SPACING 16'-O" (3) 8d (3) ad PER RAFTER 20,�„ (2) ed 20'-01, (3) Bd I6" OC SPACING GEI LIN& JOIST TO TOP PLATE (TOE-NAILED): PER JOIST 12 24'-O" (2) ad 19.2 241-0" Wad T O G. SPACING (5) ed 20'-0" (3) ed 2H'-O° (4) ed BATHROOM MASTER , (3) ad PER JOIST 52'-O" (4) ad BATHROOM 16" O.G. SPAGIN6 32'-O (3) 8d CEILING JOIST TO PARALLEL RAFTER (FACE NAILED): ROOF SPAN 561 " (5) Bd 121-0B&I00" (5) ad SHOWER 20'-0" _0 20'_0" 96'_0" 12-O' (2) ed 121 " (3) 8d 12" OG, SPACING 3,12 PITCH (4) I6d (6) 16d (0) I6d (IU Ibe EACH LAP Ib'-0" (2) 8d Ib'-O" (3) ad I6" OG SPACING 3.12 PITCH (5) I6d (B) I6d fIU I66 (I4) I6d EACH LAP 20 O (5) ad 20'-011 (4) ed 12" OA SPACING 4:12 PITCH (5) I66 M) I6d (b) I66 (b) I6d EACH LAP 16 241_0" (5) 8d 24 24'-O" (4) 8d Ib" O.G SPACING 4:12 PITCH (4) I6d (aped (B) I6d (ID I6d EACH LAP 25'-O" (5) 8d 28'-0" (5) ad (9) I6d (4) I6d (5) I6d (1) I6d EACH LAP 321_0" (4) ad 32'-O" (5) ed , 12" OA SPACING 5.12 PITCH 56'-O" (6) ed I6" or 5PAGING 512 PITCH (3) I6d (5) I6d (1) I6d (9) I6d EACH LAP 56'-O" (4) 8d TUB (5) 16d (9) Ibd (4) Ibd (5) 16d EACH LAP TUB 2� FL 12" 00. 5PAGING lag PITCH NAILING REQUIREMENTS ARE EASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. OF WALL xw—x xw—Nr —xw xw rar wv xw_ I6" 0G 5PAGING "I 12 PITCH (3) I6d (a) 16d (5) I6d (6) I6d EACH LAP SHEATHING G NAILED 3" ON-O'ENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTSw- 12" 04 5PAGING 912 PITCH !3) Ibd (3) Ibd (3) 16d (4) I6d EACH LAP FOR STRUCTURAL MEMBERS SMALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO Sox MAINTAIN THE LOAD PATH 16" OG. 5PAGING 9:12 PITCH (5) Ibd (3) Ibd (4) Ibd (5) Ibd EACH LAP 12" or. SPACING 12.12 PITCH (3) 16d (3) I6d (3) Ibd (3) I6d EACH LAP 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE I6" OC all 12:12 PITCH (3) 16d (3) Ibd (3) I66 (4) 16d EACH LAP PERMITTED TO BE REDUCED TO (U 10d NAIL PER FOOT. POWDER Z KITGHE LAUNDRY 0G GC-ICING JOIST LAPS OVER PARTITIONS (PAGE NAILED) ROOF SPAN RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 35A AN51/AF*PA WFGM-1995) ROOM OS\ CY 20'_C' 26'-O" 36'-O" Old BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR ad COMMON NAILS 5 § ¢ U 12" O,G SPACING 3:12 PITCH (4) Ibd (6) I6d (0) Ibd (1I) Ibd EACH LAP I u Z 16" OG. SPACING 3 12 PITCH (5) Ibd (B) I6d PU I6d (14) Ibd EACH LAP -WHEN CEILING JOIST ARC- INS'TALLC-D PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 5 5 W Q AND CEILING J015T SHALL BSUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED VNI GW Ys A� 12" O G 5PAGING 4:12 PITCH 15) I6d (5) 16d (6) Ibd (B) I6d EACH LAP 16" O G SPACING 4:12 PITCH (4) I6d (b) I6d (B) 16d (IU I6d EACH LAP -TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BC- INSTALLED IN EACH SIDE OF THE RAFTER OR CEILING 5 (3) Ibd (4) I6d (s) Ibd (T) Ibd EACH LAP JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS N EACH SIDE WHEN FASTENED TOA 2xb TOP PLATE 1sT FL. 12" C. 5PAGING 512 PITCH xw—xw xw x _xw—xw_ xw Ib" 04 5PAGING 5 12 PITCH (3) Ibd (5) Ibd (T) Ibd f9) I6d EACH LAP GEI LING JOIST TO PARALLEL RAFTER GEI LING JOIST LAPS OVER PARTITIONS JOINT NOTES WFGM-1995) 12" OC, SPACING 1:12 PITCH (3) Ibd (3) I6d (4) Ibd (5) I6d EACH LAP (TABLE 31 AN51/AF4PA 16" O.G SPACING 1.12 PITCH (3) Ibd (41 Ibd (51 I6d (6) Ibd EACH LAP -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE CLINCHED CONNECT TO 4 B/<' 5 CONNECT TO m -HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE I5 SUPPORTED BY A LOAD5EARNG WALL, HEADER EXISTING SUPPLY/ �/ EXISTING SUPPLY � 12" OL 5PAGING 9:12 PITCH (3) 166 (3) I6d (3) Ibd (4) I6d EACH LAP F' 16" OL 5PAGING 9,12 PITCH (5) I6d (3) Ibd (4) I6d (s) Ibd EACH LAP OR RIDGE BEAM N 12" O0. 5PAGING 1212 PITCH (5) I6d (5) I6d (3) Ibd (3) Ibd EACH LAP -WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING O I6" OG SPACING 12:12 PITCH (3/ ad (5) Ibd (3) I6d (4) I6d EACH LAP WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED Q PROPORTIONALLY TO THE REDUCTION IN SPAN RIDGE STRAPPING (TABLE 54) SPAN 2_Q (2) ad SUPPLY RISER DIAGRAM J 161-0" (B) ad -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES l(1 201-01, (4) ad -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME GEIL INS JOISTS OR RAFTER TIES ARE LOCATED AT THE N.T.S. z 5,12 PITCH 24'-0" (4) ed EACH END OF STRAP 50TTOM OF THE ATTIC SPACE, WHEN CEILING J015T OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE 201_0" (5) ad THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: 52'_Q" (5) 8d CEILING HEIGHT/ HEEL JOINT 60NNELTON GEILIN6 HEIGHT/ HEEL JOINT 60NNE6TION 4° FRESH AIR VENT 4° FRESH AIR VENT mna"I w 361-0" (6) Gd ROOF RIDGE HEIbHT ADJUSTMENT FACTORS ROOF RIDbE HC-IGHT ADJ115TME5TOFACTOR5 THROUGH ROOF � L J j THROUGH ROOF °I U�00 12._011 (2) ad 5/6 600 1/B 1 ` ££ 4/5 OddSoo I/4 133 �p N11So- To 161_011 (2) ad I/s 1ss 1 &Lpp)'0-y.H 3/4 4,00 20'-O° (3) Gd 2/5 300 I/6 120 I/2 200 IAO III al":I_�2°arc } 4 12 PITCH 24'-O" (3) Bd EACH END OF STRAP 112 1 201_0" (4) ad Py-'42 n o A 32'_011 (4) Bd u 36'-O" (5) ad COLLAR TIE TO RAFTER NOTES (TABLE 34 AN51/AFtPA WFGM-1995) -TABULATED GONNEGTION REEQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 2/5 OF THE ROOF ASSEMBLY DEAD LOAD U 12'-0:, (2) ed (2/5 x IOIl UIVO-o "UM � O 161-0" (2) Ed ou�0w xz �° OF 20_0^ (2) ed -WHEN THE TABULATED NUM51FR OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO I AND THE FRAMING BATHROOM HASTE a%, 512 PITCH 24'-O" (3) 8d EACH END OF STRAP IS ATTACHED IN AGGORDANIGE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED ''''2'; _�,�1 r� -T- 2 _r BATHROOM- ��N� 1 I _ a� > ia`fi' u� (5) 8d -WHEN A COLOR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF lad COMMON NAILS REOUIRED IN EACH SHOWER -T-____ 9 32._0" (4) ed 1 T �sLL�oi _03114g END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d NAILS IN A STEEL STRAP � 1 I1 I II � i 11 361_011 (4) ad TABULATED CoNNEGT1ON RFOUIREMENT5 ARE BASED ON 12" RIDGE STRAP IPAGING, FOR DIFFERENT RIDGE STRAP 11 1 11 1 21_p^ (2) 8d SPAGIN6 MULTIPLY THE TABULATED VALUES 8Y THE APPROPRIATE MULTIPLIER BELOW: IF THE NUMBER OF NAILS IN 161-011 (2) ad 11511 1 12,1i� H.' � Fi m 24 0 (2) 8d EACH END OF THE RIDGE STRAP EXCEEDS e, SPECIAL CONNECTION HARDWARE IS REQUIRED 21:1 EACH END OF STRAP 2 FL 1 2,1 i C m w rc el 2B'-O (5) 8d 1 2 1 1 1I U 32' 6112 PITCH RIDGE CONNECTION 5PAGING(IN 12 16 10.2 24 40 l2 a (3) 5d MULTIPLIER 100 133 1602.06400600 �2 201 O" Q� _ Pya-O a��ilayIy�F m -TABULATED LENGTH REQUIRZEMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET. FOR MEAN ROOF HEIGHTS OF IS FEET (4) 8d TUB 11 I (5) ed 0 OR LESS, THE TABULATED VJALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80 2- (I) 0d I 3" 2' 2' G.O I G.O. ID (2) edry G.O 1 TABLE 3.B ROOVF SHEATHING ATTACHMENT REQUIREMENTIg D LOADS 3" I 5 LL 20'-O" (2) ad AS PER AN51/AP'4PA WFGM-1995 5" m LL m EACH END OF STRAP L 1.12-12112 PITCH 24'-O" (2) 8d STRUCTURAL 5ATHING MAXIMUM L 2g-O" (3) ad RAFTER/TRU55 NAIL 5OR Bd COMMON __ --� -------- IRA --____ _ 32'-O" (3) 8d SHE LOG/ATIONI 5PAGING HES, O.G.) POWDER I 1 KITCHEN T'---TLAUNDRY (3) 8d (INCHES, o.G) I10 MP120 MPH ZONE 1 ROOM 1 BLOCKING TO RAFTER (TOE-NAILED) (2) ad EACH END EE F(2) Ibd EACH END RIM BDARD TO RAFTER (END NAILED) 12" OG 66 62"I4' PERIMETER EDGE ZONE I6" OG66 b _ _WALL FRAMING 2 ' GW <] O 1G6 12 DWIbd PER FOOT INTERIOR LOCATION LLTOP PLATE TO TOP PLATE (FACE NAILED) (4) Ibd JOINTS - EACH SIDE 6" O.G. 6 12TOP PLATE AT INTERSECTIONS (PAGE NAIL (2) Ibd 24" O.0 GA5LE ENDWALL RAKE AND RAKE TRU55 44' 4' FL. 21 D STUD TO STUD (FACE NAILED) lad el O.G ALONG EDGES 3 2 211 2 U U O HEADER TO HEADER (FACE NAILED) G O I G.O TOP OR BOTTOM PLATE TO STUD (END NAILED): PER 2x4 STUD RAFTER/TRU55 MINIMUM NUMBER OF ad COMMON 5 (2) Ibd SHEATHING SIZE 5PAGING NAILS PER SUPPORT CONNECT TO O O Q (3) Ibd PER 2x6 STUD (INCHES, 0 C.) CONNECT TO EXISTING WASTE EXISTING WASTE O ry p (4) I6d PER 2x0 STUD Ixb OR 1x0 SHEATHING 12-19.2 2 2 BOTTOM PLATE TO FLOOR JOIST, SANDJOIST, (2) 166" PER FOOT END-JOIST, OR BLOCKING (FACE NAILED) [x10 OR LARGER 12-11.2 5 3N ss FLOOR FRAMING SHEATHING JOIST TO all TOP PLATE OR GIRDER (TOE NAILED) (4) 8d PER OIST ND E = NAIL SPACING AT PANEL EDGES (INCHES) WASTE RISER DIAGRAM EACH BRIDGING TO JOIST (TOE NAILED) (21 Bd F = NAIL SPACING AT INTERMEDIATE SUPPORT5 IN THE PANEL FIELD (INCHES) (2) 8d EACH END I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDING 4 FEET ON EACH SIDE OF BLOCKING TO JOIST (TOE NAILED) BLOCKING (5) I66 EACH BLOCK TO SILL OR TO TOP PLATE (TOE NAILED) THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 1(� (3) Ibd v I LEDGER STRIP TO BEAM (PAGE NAILED) EACH J015T(5) ed PER JOIST 2 TABULATED 12 INCH O.G. NAIL 5PAGING ASSUMES SHEATHING ATTAE NAIL RAFTER/TRUSS FRAMING MEMBERS JOIST ON LEDGER TO BEAM (TOE NAILED) (5) I6d PER JOIST WITH G > 0.49. FOR FRAMING MEMBERS WITH G < 0.49 6 < 049, THE NAIL 5PAGING SHALL BE REDUCED BY 6 INCH O,G BAND J015T TO JOIST (END NAILED) (2) Ibd' PER FOOT O Z BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 3 TABULATED b INCH 0L NAIL 5PAGING ASSUMES SHEATHING ATTACHED70 RAFTER/TRUSS FRAMING MEMBERS WITH K ROOF SHEATHING G > 0.49 FOR FRAMING MEMBERS WITH G < 049 G < 049, THE NAIL SPAGIN6 SHALL BE REDUCED BY 4 INCH O.G. 11 1 ,^ _N 8d *SEE TABLE 30* 4 TABULATED 4 INCH O,G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUS5 FRAMING MEMBERS WITH O 5 �( L/�L! L11 0 STRUCTURAL PANELS ALL CORNERS AND BOTH 1l , ` _ z DIAGONAL BOARD SHEATHING PER SUPPORT G > 049, FOR FRAMING MEMBERS WITH G < 0.49 G < 0.49, THE NAIL 5PAGING SHALL BE REDUCED BY 3 INCH OG. SIDES OF OPENINGS H _ J= Z I"xb" OR I"x B" (2) ad OR GREATER IN WIDTH m (3) Bd PCER SUPPORT TABLE 3.9 WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS I"x10" OR WIDERlIn 15q" MIN EDGE `r GEILI46 SHEATHING A5 PER ANSI/' F PA WFGM-1995 J J 7" EDGE / 10" FIELD STRUCTURAL SHEATHING OR PANEL 51DIN6 _I DIFFERENCE Sd COa GYPSUM 'HALL 5l STUD MAXIMUM NAIL SPACING FOR ed COMMON 1 WSTUD 5l NAI L5 (INCHES, O G.) ALL SHEATHING DOUBLE 2X STUD SHEATHING LOCATION (INGHE5, O.G.) V O bd *SEE TABLE 3.9* I Io MPH ZONE 120 MPH ZONE Z W STRUCTURAL PANELS 51MPSON PHD5-5D53 M FIBER50ARD PANELS E F E F O 66 3" EDGE / 6" FIELD 12" O.G. 6 12 6 12 ,^ 11 II � N 25/52' 8d 3" CDGE / 10' FIELD 4' EDGE ZONE 2' O.G. 6 12 6 12 5/0"zl2" STEEL ANCHOR , V I 1-I--1 O O Z '7/16" FIELD 6' Sd COOLERS - � " O.G. b 12 6 12 00LT5 AT 4'-0" O.G. MAX GYPSUM WALL BAORO ad *SEE TABLE 3.9* INTERIOR ZONE 12 — (Wn gJ_ HARDBOARD 16" O.G. 6 12 6 SEE PLA III O 1I- G ed SC-E TABLE 3A* PARTICLEBOARD PANELS q O DIAGONAL BOARD SHEATHING PER SUPPORT STUD SPAGIN6 MINIMUM NUMBER OF ed COMMON Z "x6" OR 1"xL, (2) 8d SHEATHING SIZE (INGHE5, O.G) NAILS PER SUPPORT > D ANCHOR BOLT FL - HOOKED UL- (5) Bd PER SUPPORT II MIN 12 PENETRATION - "NIO" OR WIDER NE, OR Ixe SHEATHING 12-192 2 2 ° II INTO FOUNDATION Qr Q a e Q FLOOR SHEATHING 1x10 OR LARGER ° 12-19.2 3 3 STRUCTURAL PANELS 6" EDGE / 12" FIELD SHEATHING I INCH OR LE55 ad Q GREATER THAN INCH IOd 6" EDGE / 6" FIELD E < NAIL 5PAGIN6 AT PANEL EDGE5 (INCHES) F = NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) V O Y m I�� DIAGONAL BOARD SHEATHING (2) 8d PER SUPPORT IFOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENTS SHALL BE USED O ry 0 "xb" OR Na"I"x0„ =Z "x10" OR WIDER (S) 8d PER SUPPORT LL�J �I m 2 TABULATED 12 INCH OG. NAIL 5PAGING A ,4UME5 SHEATHING ATTACHED TO STUDFRAME MEMBERS WITH . > 0.49. a 7-TOLD DOWN DETAIL FOR FRAMING MEMBERS WITH 0.42 < 6 <0.49, THC- NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.G. �A�G{"IOR VOLT DETAIL W W Q 3 FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE SUBSINTED FOR COMMON NAILS A,2 N.T.S. O p 0 N.T.S. O 1 i WALL KEY $" GYPSUM WALL BOARD y R-13 BATT INSULATION O EXIST TO BE REMOVED 2x4 STUDS m Ib" O.L. TRIM TO SELECT Ey + K" EX15T TO REMAIN ODX PLYWOOD SHEATHING U ^� SEE DETAIL 4/A.4 FOR VINYL SIDING Z U STRAP DETAIL TO BE SELECTED NEW WOOD FRAME GNST [[N�U777 OF m W POURED GONGRETE R- LD% PLrw00D 9JBFLOOR NEW C u R-25 BATT INSULATION uUu' �J () HARD WIRED SMOKE 2XIo F.J.111 0 DETECTOR W/ BATTERY BACK-UP 2X6 AGO SILL PLATE a HARD WIRED CARBON MONOXIDE DETECTOR Wl/ BATTERY BACK-UP SILLIER TERMITE SHEILD e SILL INSULATION MIN 12" A.F F. A5 PER 5E6T. 12252 NY5 CODE I5'-II" ° eo�r a Hol oKANCHOR OD ' 16._2.. � d ' Q FINISHED GRADE — 1 , - - - - - - - - i _ _ _ _ _ _ _ _ _ _ _ _ _ IIIIIIIIIIIIIII,;III— `� a a . B" P. GONG V f b" P GONG FOUNDATION WALL \ } p _- \`10X20 P GONG FTG FOUNDATION WALL W/ (2) x4 J B REBAR TO ALIGN WITH EXIST. v TIE NEW FOUNDATION TO ;p MASTIC 4 P. GONG. SLAB o_ EXISTING W/ 44 REBAR a 24" COMPACTED FILL !•t FOOTING, MIN. 56" BELOW W/ 6x6 10/10 WWM O.G. VERTICAL MINIMUM OF 2 GRADE 4" p GONG. SLAB - 101-511-1GROUT FILL SOLID 4" P. GONG. SLAB W/ Q W/ 6x6 10/10 WWM _ _ _ _ _ _ _ _ LL p 6x6%10/10 AM p O 3 in �—PITCH � - x EXPAN51ON JOINT W O ry 4 O LEDGER .a 2x20 P. CONC. N d 10x20 P. GONG. REMOVE EXISTING SPREAD FOOTING FOUNDATION WALL ° d d e d (2) 44 REBAR AS NEEDED _ _ _ _ _ EEI _ a ° TIE NEW FOUNDATION TO TIE NEW FOUNDATION TO _ a Q EX15TINC W/ 04 REBAR ® 24" U EXISTING (B) 2xB ° N � EXISTING VJ/ 44 REBAR ® 24" 2x8 F.J. ® Ib" O.G. O.G VERTICAL 4 HORIZ. MINIMUM - OC VERTICAL MINIMUM OF 2 00 000 00 0� 00 oco '4 8 T OF 2 GROUT FILL 50LID GROUT FILL 50LID p 0 6 TIE NEW FOUNDATION TO o NOTE I- lV EXISTING W/ #4 REBAR ® 24" � VERIFY ALL EXISTING ® H # OG VERTICAL MINIMUM OF 2 a 5TRUGTURE IN THE FIELD, -i Z GROUT FILL SOLID : NOTIFY ARCHITECT OF ANY EXISTING n DI5GREPANOIES J ttt P. GONG SLAB (+ Z l(1 TIE NEW FOUNDATION TO m r�iOUNDATION DETAIL ° z EXISTING W/ 44 REBAR 0 24" N A.5 SCALE: 1" = 1'-0" O.G. VERTICAL MINIMUM OF 2 GROUT FILL SOLID EXISTING (3) 2x8 _ _ _ EXISTING (3) 2_x0 +n uH u LL - - - - - - - - - - - - - - - - - - - -_ _ - B B PIER - - - 2x45T1D5m16 O.G. ;.., .. •.:.. .. :: : 2L0 K 12 P. POINT LOADS - K - Iy��afU�00 C tl BOVE m " GDX SHEATHING �O�J4€ � GONG. F VINYL 5IDINr ��aaU p+�x 00 - - O BASEMENT CRAWL 51 O 'l z LL m p EXISTING - TO BE SELECTED nam } p EXISTING I�� I P. GONG. FOUND N 24 GONG. FTG. a GYPSUM BOARD SEE DETAIL 2/A.4 FOR U 3 T o a O _ a n 5TRAP DETAIL _ U (2)Dx4 AGO SILL PLATE o ILl UH. W U EXIELIP GONG. SLAB-� a r B'4" O.D. STEEL ro §'e" ANCHOR BOLI m a'-IL" O.C. a s o rc m o O / FOR FIRE PLACE AB VE 'D LALLY COLUMN x COPPER SILL INSULATION x a 7 @ P o Q x ry n m n TERMITE SHEILD FOUNDATION TO 4" 24"xl2° P„ TRIM TO SELECT 2xa F o K i z ",o >ooim n Qm F`p a^ P. cILNC SLAB w/ oo"> yFa � OO GONG. F75. I Nm z e 6x6 10/10 WWM TO ALIGN R rc 0 F i UJ m J TI ptl k u� 51 OD. 5TEEL � �]' , � � EXISTI G PV x4 REBAR ® 24" � m- WITH EXISTING SLAB n LALLY GOLUMW m ,�---12-11 5'_O"—a' ,:.•` O.G. V RTIOAL MINIMUM OF 2 GROUT FILL SOLID P _ L _ _ o OPEN EXI5TING _III—_III _ ° m �� ��w � Qm • 2x10 LEDGER FOUNDATION WALL - B" P. GONG. FOUNDATION _ _ aar'.a i �' �Ke TIE NEW FOUNDATION TO L.: - J CRAWL 0 GO Ol SPEC. _ -III—III w�� � �w o GRA FOR ACCESS TO _ +y �L _ EXISTING W/ 44 REBAR ® 24" SPADE NEW BASEMNET 5P�€ �n TO BE 5 P pp D BY OTHERS - _ C a a m o n `o o p R' O O.G. VERTICAL MINIMUM OF 2 O N GROUT FILL SOLID JO, p F m - a 4 6" COMPACT FILL .,., X z E%PANSION JOINT — 5 MIL POLY VAPOR BARRIER • DOWN 4" P. GO G. SLAB w ml 4" P. ICONC. SLAB 2R ®g• W/ 6x6 10/10 WWM p p ry N 4 KETANY W/ 6x6 10/10 WWM n ry I7 ®10" a TO ALIGN wV EXISBEAM ml BASEMENT X D W 10' M N. .I in n _U o CONIC. FOUNDATION °' 6 5 4 b BASEMENT FLOOR il ry n = WALL 2x To O FROM LOADS ry ry I II ® N O _ BE I6" BELOW EXISTING CONO 6" B"� 6" 4 REBAR SLAB FOR HEAD GX15lGE x POINT I.. x ABOVE BEAM + pa ' �� 65� B I' 6'-5'• i POCKET POCKET I 8_11 b 10 .o PICOT NG®GRAD MIN O O 0„ -2011-211110" ° - - - - _ DOUBLE 2% BTU (S) 2XIO r T (E) 2XIo r (5) 2XIo (3) 2XIo r - , (B) 10 Q o U U - _ ! -. � . =. . - .. � •-' - � -+� r. ' SIMPSON P -SD5 0'4 d d 111 Ell j6 IL IL LGONG. F J Oi 24 OD.x12" P. LL U © U U Y m 24 x24"xl2 P. - - n TG. a 0 - ' 10x20 P. CON. FTG.FT_ W/ (2) x4 GON 5TEEL (o n 20" 5vz . 5TEEL 9 m OREB7 x - in 0 In N /OLUMN n ® V J m BRADS NLI36" BIELOW 1ST L -LALLY COLUMN n ® m % O O Q m — — — . ., :. ; :'. ; ,'•: -', . ,.. — _ — — — — — — _ OUNDATI ON DETAI ie o F ' P. conic >< P. GONG - B OUNDATION WALL n FOUNDATION WALL EXTERIOR TRIM o EXIRELOGA ED FOOT NG, M NREBAR. To LI36' BCEN IEHOEXIST,` 8 Ig'-IG" a Q .;' sje' THREADED STEEL RO 4" P. CONIC APRON • GRADE 4" P. LONG. SLAB W/ I 0 SIMPSON PHO5-SDS (1 10/10 WWM v N N FDOUBLE 2X STU O z Q O _ 4" P. GONG. SLAB .n `� pI ' W W W/ 6x6 10/10 WWM - x- 4" P GONG SLAB 51MPSON PHDS-SDS 1-u p 1 /10 WWM - 10x20 P. GONG. FTG. W/ (2) 44 + + HOOKED ANCHOR BOLT ° _ �_ p z Z /// MIN. 12" PENETRATIO `( \ ('��n\ \ "(�� '\�' H\ ; iii/// t,C 1.i\\'; C.�Ca1;�\,i�d1\`� Q', o _O REBAR TO ALIGN WITH EXIST. INTO FOUNDATION \1`\ \,'``,\\ FOOTING, MIN 36" BELOW - III—I _I 1—I I—III—III ° o � -A z all Po CONICAL 6 OL - . .•,., e .-: K / COMPACT FILL GHEE GRADE ,WALL g p GONG FOU 5 MIL POLY VAPOR BARRIER ND WALL III z 00 PROVIDE HOLD DOWNS AT ALL CORNERS AND BOT _ N GSblox2o P. corvc. SPAFTG. SIDES OF OPW MIN 36" BELOW GRADE m i0 \ \ \ // ,•// In OR GREATER IN WIDTH p p e 44 REBAR MIN 3" CONC. COVER O lL Z —:20' 2" HOLD DOWN DETAIL W W N.T.S. N 20° O Oz O N ID 'z p u Q BASEMENT PLAN 3 1—rOUNDATION DETAIL m w A SCALE: I/4" I'-O" A.3 5GALE 1" = 1'-O" p N p II i WALL KEY — EXIST TO BE REMOVED py ry N EXIST TO REMAIN FLAGGING ro cy, 4" P. CONC SLAB W/ U S NEW WOOD FRAME GNST BE SELECTED BRICK OR STONE 6xb IO/O Am _. NEW POURED CONCRETE �y a TO BE SELECTED ,'L V HARD WIRED SMOKE 4U W vmdim as 4 OO DETECTOR W/ BATTERY - — .: . U G ee GRADE E BACK-UP ® 80 GFM FAN TO EXTC-RICK I a ,,(��D, O Oo0 n OR n Oo nno HARD WIRED GARBON MONOXIDE 5" P. GONG. FOUNDATION U 6" COMPACT FILL DETECTOR W/ BATTERY BACK-UP WALL °i B MIL POLY FILL BARRIER MIN 12" A.F.F. AS PER SECT 12252 16•_2" la' 3" z ° . NYS GODS Fm r 70 MPLY CAYS 4 G (2) 204k -206' 4 O SEG R�014,(2)�/xR LVL p ■ O � N 6 3 ---90 LALLIYBGOLUMN 3046 6'-IIOVL22'-4 �Q d' MIN 56P. GON45PREAD FTs. I 6 HIGH RAIL W/ BAL. z" O 11 3046 i IOx2D (2) 2%6 N 2 2 N 0 6• a M4 REB BELOW GRADE �I 52x6Q _1 tll (2) 2x12 2 2x12 AR MIN, 3" CONC. COVER & EL IL p Iq ® I RAGE p _ _(2) 1 ,NV p o °LL ° 4 ,46" 0 6 GARJ6A /a' FI x1211 � - 2 2"x611 O.J. 0 WOG NI D_ x N (3) III LVL FF J e a e _ @/4"x14" LVL F.F. _ - e o REGODE GYP. BOARD r ° x ; 11 11 x EXERGI5E ` ON ALL WALLS AND CEILING x m - Wx ITHINGARAGE ry r,l 3046-3 ROOM 2O R°�\=S� "a® lull p I G.J. ® 16" 0.0. w - m 3 rv ------ 2x12 r----� Irf1l r1 �� -LIVING ROOM xl �� O W O w 2 IIS iII i' I I x _ FOUNDATION DETAIL - i IaLLi n p I NI CH I FROM THE GARAGE TO HAVE 5/e" TYTM N p B obM O p O 12 6N 5 Y mF B® 16" 2°x6Q O N j WALLS SEPARATING HABITABLE SPACE R �u _ DIN( G R II _ _ J D PE N TR Y CEILING° x II X GYPSUM WALL BOARD ON G SIDE - 1 - - - -T 3' 3„ 9,_q„—�, EXISTING O N �- AND,42" TYPE X GYPS BOARD 12'x 10 H ON OPPOSITE SIDE, ADDITION %" _ + BATHROOM ry j X GYPSUM WALL B ARD IS TO BE INSTALLED L -----T-_- -=C =-T ii 1 36" IGH RAILF- ___ ON GEIL INC ASP NYS CODE R5012, ALL W/ BAL. ® 4" - W EXISTING WAL IN GARAGE TO HAVE ONE I2" F.J• ® 16" O.C. n 1 11''C. MAX., TO COMPLY BUIL I IN v zll LAYER OF Q/ ' TYPE X GYP. WALL BOARD W/ RCNY5 5EG.R-314, OOK S-d LF j - IN Q ry 4" O' 6' ISI R-315, R-316 x N 1 112Qx6Q J NI B - - 2" 4'-O" 3'-5" NITGH q Z -A 2 _ - CLOSET WALL 57UDS a 16" O.G. O" V HMSG _ _ 3�_6" aiv_ a v LABEL DO R ; LosEr zz ry Pac° el@LF 2-xb i p (2) 2%10 5'-II" 5•_T F CLOSET D m 1gg'gq w o =I N Om x O0 6xb BYPASS 1 1 ° _ m yR I�f z g�Lo tlr' ry _� v POWDE _ N @ @ OG. MAX W/ BAL ® 4" III BUILT-IN N ry tvi 2 Q n� NQTFC zU o � �- crvxV L 6 2 - �' N A SHELF BELOW tl O D. STEEL N 4 , m T'•4" ALL 5TRAPPING TO BE 1p SEG.COMP R-315, RNYS Na FIREGODE GYP B D VB x x N Qxb EXROOMZE INSTALLED IO PER MANUFACTURES o m W OOM © 4' 4'-O' 2 33 TO COMPLY Al RGNYS 26� r in TAIR S 36 IG RAIL NOTE: - SPECIFICATIONS AND NYS CODE -2 xb ADJACENT TO GA GE ` ' 4 / TWO SIDED FIRE PLA LALLY GOLUM (� Z z U o o = O p - - ON ALL NTER ORW LS IS 1011 I .9 BOTTOM PLAT >'�y p z p n U O m m N AND INSTALLED A d' ¢E _ UL APPROVED N ry Q Q = EXIST, /� GE = - 0 x II I - UNIT TO BE SELECTED 7 N ry m AOO SILL PLA Ilry DOWN 41 UNIT IT II AS r CORROSION-RESISTIVE FLASHING Ni �q In , SOFFETI ABOVE io - N - AND TERMITE SHEIL _ J II p MANUFACTURERS 2Qx6Q p o a'^In� - ----------TF J1_ -- - - --GIFIGIONS - SLAB ON GR �N p�� z m - _-_ _ L o SPE _____ _ _ � � � � ===--x=—= s=— -- (2) 2x12 I N ADE wok I 0 �gg p 2Qx6Q I 1n�Tda It OWN 2"x12" F.J. B 16" O,c. .� /% 0046-2 - o"PRO.�w- �O. u x - OG STRUCTURE IN THE FIELD, - ° TRAPPING MANUFACTURED BY 5IMP50N Ina a1 • = 10'-O" CEILING 2"x12" F.J. ® 16" PRO D rGUI TORS MODEL L AS T ___ NOTE: a ° MIN ti �g1Fi�T o-r ZIL O m J KITCHEN ANUFAGTURES SPECIFICATIONS TO EXTEND ` K z`� 7 N 00 L 5 516 IT ®10" - - 5TRON 2Qx6Q PKT VERIFY ALL EXISTING R APPROVED EQUIVALENT INSTALLED A5 -�F gra -U�o `@ `� " UP STUD FACE oa- awsa�a wi Awa 4yT�i Um N' NOTIFY ARCHITECT OF ANY €H¢¢Fwo❑��o CJK 12-2 'tl IB'-10" DISGREPANGIES ° BY SIMP50N STRONG-TIE ATECONMANUFACTURED TORS MODEL No. ry "p B xE x¢i S N BEARING PLATE MANUFACTURED FAM( Y ROOM EEPILBP VJ OR APPROVED EQUIVALENT LAUNDRY ROOM IO f0 NG 10'-O" G W KED ANHOR L L Y N ®4I O"HC.C. ANND 12G FROM GORNE O QOo BEARING ry _ AND WALL OPENINGS TYPICAL RS cV O ry P 2"x12" G.J. ® 16" O.G. N ; x TONLX17RIOR (2) 2x12 FOUNDATION STRAPPING DETAIL m ry O SUPPORT .- m MULLIONS Z Z 10' MEDIA CENTER A 4F O O 0 CUSTOM ARCH 1 Q IN m IL L z m rxll N n 1B'_6 Q J N p 22x6Q m m 2Qx6Q � O p ry 2Qx6Q g u 0 (2)_2x12 _ N N (2) 2x12 J O 21046' r Y � 4 N Q q_T - � x 6 IB'-10" - 13_611 4,_T�� x m 1q._2.. ri m WALL STUD5 o I6" O.O. N _ ry SUPPORT Q Q W n ® MULLIONS (e pi EXISTING WELL 4" CONCRETE SLAB W/ Q p - _ -1 6x6 10/10 NAM TO BE RELOCATED � N Cy PATIO yy N 2"x1211 O.J. a W O.C. I V L J v (BOTTOM PLAT Q x a4 p u ocb° RIM J015T O Z W v Iry D GRADE SCREENED PORCH oZ zQx6Q 2 x6Q Q COMPACT RAVEL FILL _ SUB FLOOR NOTE: 'T"", FLOOR JOIST ALL STRAPPING TO BE f C FOUNDAPOURTION CONCRETE INSTALLED IO PER MANUFACTURES d +/ I FOUNDATION AGQ SILL PLAT SPECIFICATIONS AND NYS CODE Q � ryl9 H TERMITE SHIIEL STRAP TIES MANUFACTURED BY SIMPSON 4 O O m FOUNDATION WIALL STRONG-TIE CONNECTORS MODEL No. 5T9 ' I ' OR APPROVED EQUIVALENT INSTALLED AS V I Lu O V W ° PER MANUFACTURES 5PEGIFIGATIONS F !2) I/a"xllYi" LVL _d BW K 3 O z 0. WxS"x'/j" 5TL. BEARING PLATE MANUFACTURED O >r 6 , Y SIMPSON 5TRONG-TIE CONNECTORS (2) •4 BARS MODEL No ° LBP66 OR APPROVED EQUIVALENT O Z 20'-311 %"x12" HOOKED ANCHOR BOLT ® 0'-0" O.O. AND 12" FROM CORNERS Q e" AND WALL OPENINGS TYPICAL K Q 0 nFOUNDq� �A ATION DETAIL FOUNDTION 57RAPPING DETAIL � FIRST FLOOR PLAN `� 5GALE: 1" = 1'-0" z SCALE. 1/4" 0 N q II 0 WALL KEY —_ - EXIST TO BE REMOVED [[..6. {� EXIST TO REMAIN HURRICANE ANCHORS MANUFACTURED BY V + ¢ W v SIMPSON STRON6-TIE CONNECTORS MODEL No. H2.BA z V m a ® NEN WOOD FRAME GNST OR APPROVED EQUIVALENT AT EVERY m m RAFTER O PLATE CONNECTION BOTH SIDES WHEN RAFTERS DO NOT AL16N WITH STUDS NEW POURED GONGRETE y, HARD WIRED 5l a $ O DETECTOR NI BATTERY ' BACK-UP SIMPSON STRON6-TIE CONNECTOR ® MDL, IIHTZ TO BE USED WHEN — 50 GFM FAN TO EXTERIOR RAFTER ALIGN5 WITH STUD PROVIDE ICE PROTECTION AS PER OF UNVE WHICH , HARD WIRED CARBON MONOXIDE USE A MINIMUM OF TWO Ed CONSISTS OF AT LEAST 2 LAYERS OF UNDERPAYMENT a NAILS THIS SIDE WITH A / CEMENTED TOGETHER ET A SELF-ADHERING POLYMER DETEGTOR IN/ BATTERY BAGK-UP TOTAL AI FOUR INTO RAPHE MODIFIED BITUMEN SHEET SI EXTEND T FROM EALL MIN 12" A.P.F. AS PER SECT, 1225.2 � EDGE r0 A MIN. UC 24" INSIDE THE EXTERIOR WALL ^ 2 LINE OF THE STRUCTURE NYS GODE ° D °� • ROOF RAFTER �` 2x12 RRT®IN6 INSULATION DOUBLE TOP FLA j 2x0 RETURNS ® Ib" O.G. 15" GYPSUM WALL BOARD ^ . / • / — %" COX PLYWOOD SHEATHING ASPHALT SHINGLES TO SELECT / STUD PLATE TIES MANUFACTURED BY SIMPSON OVER 15x BUILDING FELT 5TRON6-TIE CONNECTORB MODEL No RSP4 OR APPROVED EQUIVALENT AT EVERY STUD VENTED VINYL SOFFIT TO PLATE CONNECTION WHEN RAFTERS DO NOT ALUMINUM DRIP EDGE ALIGN WITH STUD Ixb FASCIA S I \� STUDS 0 Ib" O.O. 2x5 G.J. ® I6" O.C. 4"l ALUMINUM BUTTER W/ 3"x2" ALUMINUM LEAVER ❑ n 2 DO oN TWO Ed NAILS R-13 BATT INSULATION INTO PLATES SEE DETAIL I/A.5 FORJ 2x4 STUDS ® Ib" O.G. �6 5(P C° STRAP DETAIL g" COX PLYWOOD 5HEATHIN6 I6HT Ed NAILS TYVEK HOUSE WRAP INTO 5TUD5 VINYL SIpING TO BE SELECTED m m ROOF STRAPPING DETAIL A.5 N.T.5. N ROOF DETAIL o 2 J u Z 5'_l" b'_I0• 5'_T„ I9'_6" 25' B'-10" 4'-I L. PROVIDE ICE PROTECTION AS PER RgO52.1.1 WHICH CONSISTS OF AT LEAST 2 LAYERS q-II" $ T ' 4'_q q'_T^ EQUAL EQUAL OF UNDERLAYMENT CEMENTED TOGETHER OR EQUALEQUAL q'-T" A 51ELF-AnHERIN& POLYMER MODIFIED WN 2442-2 2442 2 SHEET TO EXTEND A FROM EAVE'5 EDGE OMAqw rc ''qqy�y �FG OO (2) 2x6 (2) 2x6 II MIN, OF 24" INSIDE THE EXTERIOR WALL LINE G%WI4 SEAT 0 OF THE STRUCTURE ry GXWI35 GXWI35 (2) 2x6 ASPHALT SHINELE5 OVERw�igS€w n (2) 2x6 k 2 2x6 ISx BUILDING FELT 6 o m F Q z/e" COX PLYWOOD 5HEATHIN6 a °o Y S�_T�� B�_z" 5'-II" .� +� CLOSET ° �} d��i 0 1' MV rsoo• exeL� N Kw-��-O 0 wu (3) I2) 2xB __ _ _ � TGJE®FE," o. . `° �.o �rw�i� mLo 1G VO - - PLAN ,� 2x0 -.15ATT IN U 0�1 o�Q o LVL n au � b" R-21 BATT INSULATION �,¢ -a J BELO m U 2"xB BEDROOM \ a m U�om MAINTAIN I" A O C IRSPA4%2 OC 2x0 C. . ® � i ASI DRIP ED6B G.J. ® 16" - - SEAT / 2x0 O. : :: ALUM O W -ASIA k W Ixb F ALUMNIUM GUTTER W/ 5'x3" LEAVER No? €U�uLL ��- 6" B C tV s 2R ®tB' O .o % INa�ZKOK �°� � 1LLf�1 up a O ry - TO ALIGN WITH n I; n _ m \ tall o IL x I5'_8' 1 ry °a-'-a ZwBalhd § Ql ro n O SULA EI D DOOR Q x6Q war — x Y(1 ( ry � �� N MASTER BATH SEE DE STRAPDETAIL \ OA V T�c a m° O K ry iv BELOW 6Qx6@ BYPASS m CONTINUOUS vENTEv VINYL SOFFIT BE }g" Y¢" GYPSUM BOARD UNFINISHED a N p e LIGEILSN IN55 VINYL SIDING TO SELECTED ATTIC - O-O n ({' Q 2x6 BELOW m ROOM _J ROOF DETAIL ZZ 1 17 ® N' Gll O O m I5T ®I " 9 W Q Q L.G. u - - - - _ LINEN / \ IL m > a CLOSET Q d B" _ = 'a = 2 STORAGE U U CLOS r _ i2�x6@ M x O d. 691BYPASS ^ O O w (2,J x N 2'-1011- — — — — _ 5'_b" r N I- a Q B'-O" 3'-O" G r24"x36", WALL STUDS m 16" O G N W ATTIG u1 in LAGGE55J 5TORA6E A STRAP 71ES BEDROOM - LUMBER CONNECTORS MODELVNo. STIB V Ld By LISP MASTER �- OR APPROVED EQUIVALENT N BEDROOM m O IN BOTTOM PLATE Z 1^ RIM JOIST ~ W a 1 W Q Q J / . O x � a+-L _ Q (2) 2x6 (2) 2x6 T (2) 2x6 _ _ _ __ — J '^- _ SUB FLOOR � a 3046 3046 3046 )� 0 (3) 1%"x10" LVL FRF t`I FLOOR JOIST Q N ,^ O 1 I 1 13 J 4FL�1 I.L- O VI in o Lu n (2) 2x6 * STRAP TIES MANUFACTURED BY USP O O IU 21046- LUMBER CONNECTORS MODELNo. 5T16 �' Z OR APPROVED EQUIVALENT (� Q Iq l_21, lL K WALL ETUDE, a I6" 0.6 QQ h W W SECOND FLOOR FLOOR TO FLOOR STRAPPING DETAIL 13 S z ll SCALE: I/4" = I'-O" p S ,fir 0 a O 0 p I Q N 2"x G. 2"x8" R R m " O G. 2 RR. ® 2I6 '•x4" 0T a 16'• 0C pj + - - - - ZO m o hf hf f L U I^ N W W Citi _ - + -I _ - - • aT. m I6' -- ( _ _ _ _ 2.x4" cs. m W, oc I IE/a x14 LVL RIDGE S ^x�^ R.R m 164o.c. 2°xb° R.R m I6^ .c _ - _ _ - - -- - -I 2" (2)2"xl2' HEADER 2'x R.Rm x RRmlb" O.G. 2'xb" RR ® 16' � � I (2)2 x12' OG I I ! • c. o ' TRIMMER RAFTER 2•14 OT m lb' O.G. 1 -- ® 1 w I �) 2xl_� I '• �(2) 2x1 I I " w 1 x x 1 x S O mx 6.• G 1 R.R. ®"xb" R _ R. 2 b" R 0 N ry x � � p x al ry ryl i �S K v� I 1 III I I �1 cv �.I ry i t I I !2) 2x10 2"xb" DORMER RAFTER _ (b �- o x _ , rN II I m Kx ;'ll � x K x_ � CORNER POST - -N- - I I ' N ry 6 0 - ! II l (2)2 xl2' HEADER oz n - \ e _ III —w 1e/"xII>'a' w RID e H I TAIL RAFTER A 1 I,`. - i !2)2"x4" PLATE a zl IL _ = iY I'I, tV pN o •I I III _ __ _ __ - _._ --- _I- -__- - _ _--J _i IIII G� 'III _ I � i._- N.1 _ r / 1 L. 1 I I Q15 -J .'� s - . . --- �- -� - -� - - -=� -- - - I 1 2,:x12" JAGK RAFTER I in /a" 14" VL IDG - - - m ly 2"xl2" VALLEY RAFTER t- � 9� rc N O < ! " o I 2"x4" WALL STUD z # x v � 2 4 F AME - _ G ZIC.K T I II -- -- --- -- --- — - 1 j (2) 2"xl2" RAFTER N J III 'j i I II I III z I I I I ! II I III I � r g L_L III I I I 4Fmos ,�Laa� li w Im -I fU IIS 'I ' K III w'p Q rV F'L Q I ,l DORMER DETAIL r r -UMD W U Hs s o r= 0 x�F aw��uW - v I N.T.S. - 'Pis- ois m VL ' xb" G.T. m 16" O.G. - 2xb G,R. a c",DGE T �_I' Rq w X OD SHEATHINGr��wfEaQ3 m III - F== - --_r -_ T-- - - s ._ - - r -I "- O f 2x12 R.LPLYWDOG T.O. RIDGE NONooma� o } I N - li5l � U2'x10" R.R. Ib" oc 2"x10" R.R. m I6" oc r X PLYWOOD SHETHING2"x10" R.R. m l6" O.G. 2"xl0" R.R. m lb" 0.4 2x10 RR a I6" O.G.2x8 G.J.19 Ib" O.G,-__ _ _ ._ BATT - 2x6 GT m-Ib Off _ - ---__, OTI COMPACTED INSULATION �_ _ �_ ._ 6 UNFINISHED SGED (2) 2x10 - —__— - - N VALLEY FLASHING W IN 2x4 BRIDGG 2x8 O.J. SIN1611, O.G. — 0 O I R-21 BATT INSULATION I i2 \ , NOT COMPACTED U Q _ _ T.O. PLATE IL IL VINYL SIDINGI _ \ _ / I� e -VINYL SIDIN ELEV. +18'-10" - .. TO BE SELECTED (3) I/q"x18•' LVL RR— _ T W TYVEK HOUSE WRAP OVER - - O BE SO TED F Y;' GDX PLYWOOD SHEATHING 1 1 YVEK HO E WRAP OVER 0 0 ZO R-IB BATT INSULATION I', YZ' COX YWOOD SHEATHING R-13 ATT INSULATION A 111 2x4 STUDS ®16" O O w 21 Z,�10 SMASTER 2X4 5 UDS mlb" O.G. ° 6 Q - CLOSET ( t Q _ _ 2x1O R.R. ® I6" O.O. 0 /e' GDX P YWOOD SHEATHING ss hk N� I � ,1 III (2) Ill LVL R-25 BAT INSULATION N 1 Tom. 4GOND ELFLOOR R� OEV. +10'-10' SUBFLOOR 1 T.O. PLATE Y 5PAN {-! ELEV. 3 L v /q" GDX PLYWOO 2x12 F_1 ® 16" O.Q. BLOCK J01575 1 III L. W Lu FAMILY ROOM LIVING ROOM II II �/ �- ' 1 10'-O" GEIL ING ROOF PLAN l j w o B" P GONG, CHEEK WALL p1 � _ _ MIN V-0" BELOW GRADE •! 1 _I Ld --�Z SCALE: I/4" I'-O" 4" 6xb 10/10 WWM 1' �ALIGN� - j__I TSO. FIRST FLOOR ` Ills V 4" P GONG SLAB / - ELEV. 00R W G A E GDX PLYWOOD 5UBFLOOR EXISTING STRUCTURE Q / O Q 2x10 F.J. a c", O.G. GRAN L SPACE TO REMAIN (\/,IF) lu Y O I R-2IN 5 BATT INSULATION EXISTG fm W (2) 2x10 _ v 8" P GONG.I Lu w FOUNDATION NALLI BASEMENT O ° B 10x20 P, GONG, FTG. W/ O (2) #4 REBAR TO ALIGN i NOTE. W/ EXIST. FOOTING, VERIFY ALL EXI5TING IL MIN. 36" BELOW GRADE STRUCTURE IN THE FIELD, NOTIFY ARCHITECT OF ANY EXISTING FOUNDATION DISCREPANCIES Q TO REMAIN (V.LF.) I I W/ 6x610/10 WWBM I j Ul ly W SECTION A. SGALE: 1/4" = 1'-O" ro p w z m � Q O p N q II II VALLEY FLASHING CULTURED FIELD STONE ASPHALT SHINGLES BY OWENS CORNING, COLOR AND STYLE TO BE m SELECTED {y ASPHALT SHINGLES -_ - _-_ _ _ - - — - — - — - — - — - — - T.O. RIDGE TO BE SELECTED �a�ry+yy� i �Wy a T.O. RIDGE TO BE SELECTED -- ',Z V m CONGEALED FLASHING -- _ _ -- a LWj -- _ 4"x3" ALUMINUM GUTTER Al _ _ .,..,__�-...-.�.. - -- - --- VALLEY FLA_SHIN _ _ _ _ _ _ TO. RIDGE 'O 2VALLFY AS INC VINYL SIDING TO _ G BE SELECTED p� 5'x2" ALUMINUM LEADER - - -- - -- -- VINYL SIDING TO �CNCEALED FLASHING ELET326-I rOj pg y - - -- - -- -- BE SELECTED SPHALT SHINGLESVALLEY FLASHING __ -- - � CONGEALED FLASHING O BE 5ELEGTED ' TO RIDGE RID TO.. GE ELEV. RIDGE - - - - TOYY77��" -_- _- ELEV t22- O - T.O. RIDGE ' ASPHALT SHINGLES ELEV. .+22- O - _ VINYL. SIDING TO BE5ELECTED CONGEALED FLASHING-. _ _--- _ 70. SECOND FLOOD,_ ELEV. +10'-10" dl ELEV. +e'-O" _._- _. - -- - - _ - -_ III JI- - - -- -- - �- - 4" ALUMINUM GUTTER W/ N _ x3" 5"x2" ALUMINUM LEADERU;w (n Ww - -_-_- - - _I - -- - - r VINYL SIDING TO BE SELECTED --- ", -! - - _ - � li 110 VINYL SIDING Z # hull TO BE SELECTED F V � J T.O. FIRST FLOOR Z ELEV O'-O" O } GRADE U Z STRUCTURAL COLUMN TO BE 5ELEGTED 36" HIGH RAIL W/ BALLUSTRADE � (TYP) ® 4" O G MAX., TO COMPLY W/ RONYS 8" P GONG. CULTURED FIELD 57ONE m w r a 5EG.R-314, R-315, R-316 BY OWENS CORNING, COLOR FOUNDATION WALL 1( o U�po AND STYLE TO BE SELECTED I I I I 10x20 P. GONG. FTG " (2) #4 REAR TO ALIGN � ��a�woryd m W/ XIS . FOOTING, �uYwVdiLLm 0 I ELOW GRADE oK3° 0 K o u EXISTING FOUNDATION _ - - - - _ J /MNE56�5' € z-p01 pm U �V.LF. - - - - _ - _ -1 _ _ _ _ _ _ _ _ - - _ _ _ _ _ - _ _ _ _ NORTH ELEVATION —ALIGN) _ _ _ _ _ _ _ _ _ y `� os� R SCALE: 1/4" _ 1'-0.. °9p°��ka JAN LLlna F _°xlryyu UKVZa���U�M1� �O4,PIF°ILI'�N CULTURED FIELD STONE z ? ASPHALT SHINGLES L"�rck� _wop zN U_ TO BE 5ELEGTED �Y�i� EF�+ \ BY OWEN5 CORNING, COLOR F ' -- AND STYLE To BE SELECTED VALLEY FLASHING - - - - - - - - - - - - - - TO. RIDGE N a Q a o LLLLm,, _ — _ _ _ — _ _ — _ TO. RIDGE E E�2c- ---- -- _ - - A5PHALT SHINGLES T.O. To BE 5ELEGTED RIDGE _ T.O. RIDGE Z Z LEV t23-4" _ -- - _- ---- - - -___ _-_ --- -- - - - _- __-- - - ELEV. S2�D4"l O O ASPHALT SHINGLES TO BE SELECTED - -- - - - IL ILIm WU� - -- - - - - - - _ - T.O. PLATE O V -- - ��--- - - - ELEV +18-10 TO. RIDGE T- - - --- - - 3 --_ - �ELEV. of I I i VALLEY FLASHING 4'x5" A LUMINUM GUTTER W/ 5"x2" ALUMINUM LEADER _ ELEV.P+BA-O 111 F� I} 1111} t ff IL{!I; tj f 1III III Ili 'l JI Irl li ii J}i _ ` I _ -- X H ,f �' 1 I II ir�1 III IJI'fi rIJ -I _ I'll irli 11�11i {IIS -_ 1 __.- - r '_ 3"x2" ALUMINUM LEADERW/ n/ 1� � l �1�lIII Ill J f Ild� ��� J Jh- la III . �, :61'iFu_d� _ 1� 1� III f VINYL SIDING --_- _ -- -- -- TO BE SELECTED _ T.0-FIRST FLOOR LuO O O ELEV O'- ? r2RA212 Lu 0 t ) CULTURED FIELD STONE _ VINYL SIDING O Z - w W I W I I BY OMENS CORNING, COLOR � P I TO BE SELECTED rJ FOUND TION WALL EEK_ _ - - - - - - _ GH EK WALGONG. m O P. GONG. AND STYLE TO BE SELECTED 8 EEL` Z 10x20 P. GONG. FTG. W/ rL (2) •4 RBBAR TO ALIGN W/ EXIS FOOTING, O MIN. 36" BEOAGRADE I Q K - L _ _ _ _ .L _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ EXISTING F O U N D P n T I N N Q p m L _ _ _ _ L _ _I_ _ - -I _ � 1 _ _ �J o N z CALIGNJ SOUTH ELEVATION VI.F. o 0 Q z m O Z w g SCALE: I/4" = I'-0" In < 13 0 N I Z E tti ASPHALT 5HIN5LE5 vi - — _ — V BE SELECTED_ - _ _ - _ _ _ T.O. RIP-11" GE VALLEY FLASHING E-CEO.R O " - - - T.O. RIDGE m m HURRICANE ANCHORS MANUFACTURED BY p, 51MP50N STRONG-TIE CONNECTORS MODEL TO RIDGE T.O. RIDGE No. HI OR APPROVED EOUIVALENT AT EVERY J -i2-&r-41, - — - _- -_ - - - _ - - _ ELEV 226'-� RAFTER TO PLATE CONNECTION w YYYY .� 2_ - VALLEY FLASHING -- -- - 6� - --- _ ASPHALT 5HINGLE5 T. _ _ - _ _ 1 _ _ TO BE SELECTED O. RIDGE Ix T.O. RIDGE ELEVVt23-d`ASPHALT SHINGLES ELEV✓✓ 10'� TO BE 5ELEGTED 4'x3" ALUMINUM GUTTER W/ 3"x2" ALUMINUM LEADER - - - -- _ - 4'x3" ALUMINUM GUTTER W/ - 3"x2" ALUMINUM LEADER ASPHALT SHINGLES -- - - - -- _ _ TO PLATE TO BE 5ELEGTE - -- -_ -_- --- --- ELEV +IV-10" TO RIDGE _ _ _ __ _ -- - - VINYL SIDING p i � TO BE ROOF RAFTER SELECTED . / _ - - - - GONGEALED FLASHING - - P05T GAP MANUFACTURED BY SIMPSON QJ STRONG-TIE CONNECTORS MODEL No. 5652-2/4 VALLEY FLASHING _ I ` - --- - -1 - - VALLEY FLASHING OR APPROVED EQUIVALENT INSTALLED i AS PER MANUPAGNR-5 -CATIONSSPEGI ,tom C 4x3 ALUMINUM GUTTER W/ 3x2' ALUMINUM_LEADER BEAM m w SECOND_ FLOOR lW O 12 _ - _` ---- - - -- - -- - VINYL SIDING --- _ - -- - - - - - _ EV. +1D-10 0 SSP - _ _ L- EL ;�i 12r- - - BE 5ELEGTED - -- _ _ DECORATIVE COLUMN COVER '\ _ T.O. PLATE 4x4 COLUMN ELEV. +O OE COLUMN BASE 4'x3" ALUMINUM GUTTER W/ 3"x2ALUMINUM LEADER" N 77 #O l i �I ;f,"� Irl ni 111 L IJ l it- I J I j � I J _J- - TO. FIRST FLOOR F. GONO. 5LA Z O'-O" O O } GRADE Lz CULTURED FIELD STONE BY OWENS CORNING, COLOR ° U K COLUMN BASE MANUFACTURED BY ! €F K rc NoSIMPSON STRONG-TIE MODE AND STYLE TO BE SELECTED 0" P. GONG FOUNDATION WALL 2 1 p= 0 0 No. G0444-SD52 INSTALLED AS PER USPECIFICATIONS ORAPPROVED 101 P. GONG. FTG. W/� " U W (2) 04 REBAR TO ALIGN EaUIVALENT � °Wo�s OJ W/ EXIST FOOTING, P. GONG. CHEEK WALL ' opo o W MIN. 96" BELOW GRADE EXISTING FOUNDATION �'Fi� L"aomF � O - - - - - - - - - - - - - - - V.I.F. — - - -� � COLUMN STRAPPING DETAIL EAST ELEVATION LALIGN A.a N.T.S sooQopm p����1e gWFnU SCALE: 1/4" = 1'-0" �s�aokozW yK�,3y u�iF LLQryr1iF CULNRED FIELD STONE i�NN����� W Y O BY OWEN5 CORNING, COLOR N o o F z N ASPHALT' SHINGLES f iil AND STYLE TO BE SELECTED r l-� W�� u 7.0. RIDGE 70 BE 5ELEGTED _ ao �m�LL ELEV. 229'-1" - - - - - VALLEY' FLASHING ca�,nop�oo qK T.0 RIDGE _ ELEV.t2i-II _ — _ — T.O. RIDGE- ] m m m T.O, RIDGE _ _ - - ELET26'-4'\Y�' ELEV t26r1'� --- __ VALLEY FLASHING ASPHALT SHINGLES TO BE 5ELEGTED --- _ _ _ T.O. RIDGE T.O. RIDGE _ _ ELE -TO"— — ,� - �—--_— ASPHALT 5HINGLE5 _ 1804 TO BE SELEGTED 4"x3" ALUMINUM GUTTER W/ _ - - -'-- - - -- LL L 3"x2" ALUMINUM LEADER --- 4"x3" ALUMINUM GUTTER W/ -- s 3"x2" ALUMINUM LEADERWO' ASPHALT SHINGLES O U Z T.0 PLATE _ - TO BE SELECTED ELEV. +I6'-lo" VALLEY FLASHING N N VINYL SIDING TO BE SELECTED — O 6 Q CONGEALED FLASHING - I u' VALLEY FLASHING TO 5ECON1:7R -- - - -- -- 4'x3" ALUMINUM GUTTER W/ - W 3"x2" ALUMINUM LEADER _ -10 EEV. +6T0 W _- - - - I�yllll 'FI'j� rll�l{I' ,11� 111 4�1 I4IIirk4 i'I �illa�ill J�{!�{ I` { I � QZ � a 4"x3" ALUMINUM GUTTER W/ hi r�l�' Irr1 11 — J= d 9"x2" ALUMINUM LEADER � -- — lU �(� SII II�I �Pk 1 11 ' I � �atl F �;1 FI + I iJ]'a 111 �- V 1�� 000 �i' '�i � I`; i1 x; 110 J � JZ < L J T.O. FIRST FLOOR � ELEV OO" - © ED El El 1:1 GRADE n W O O Q CULTURED FIELD 5TON O L J BY OWENS CORNING, COL W 0" P. GONG 0" P. GONG AND STYLE TO BE 51 ED I�FOUNDATION '} ALL FOUNDATION NALL�'I Z I VINYL 5111 LFJ z 10x20 P. CON FTG. W/ 10x20 P. GONG. FTG. Al TO BE SELECTED IL (2) #4 REBAR TO ALIGN MI 4 REB]1_ TO ALIGN Q M b W/ EXIST FO TING, W/ EXIST FOOTING, MIN. 36" BEL W GRADE MIN. 36" BELOW GRADE Q R' EXISTING FOUNDATION - - - - - - N F V.I F - - - - - - . O f- - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - Z - - - - - � - - T ALIGN 0 Q Z " WEST ELEVATION W d mQ 0 N Q I IC � � �S � 1C� Ute'✓ �-(-``� GENERAL GONDITIONS FIREPLACEASPHALT ROOF SHINGLES NYS ENERGY CODE COMPLIANCE O $4 UNLESS ISE NOTED,OTHERWGENERAL FIREPLACE OPENING AND FLUE SIZE AIR LEAKAGE CONDITIONS OF THE CONTRACT FOR TO BE AS INDICATED ON DRAWINGS INSTALLED AS PER SECTION R9052 -JMILL ROAD --JOINTS, PENETRATIONS, AND ALL OF THE RESIDENTIAL CODE OF N.Y.S. .. GONSTRUGTION, AIA DOCUMENT-201 PROVIDE OUTSIDE COMBUSTION AIR 6 OTHER SUCH OPENINGS IN THE //�� 4/8'7 SHALL APPLY, THE CONTRACTOR. WITH " DUCT AND DAMPER EACH SIDE ALL SLOPED ROOF SHINGLES SHALL BUILDINGS ENVELOPE THAT ARE ZON N� NFOSMYATI ON BE GAF-GLA55-A ASPHALT ROOF _Tiro U + 2 d < SHALL OBTAIN GERTIFIGATE OF FOR A TOTAL RECOVERY CAPACITY SHINGLES OR APPROVED EQUAL SOURED. OF AIR LEAKAGE MUST BE sa9.15'00^5 �n eo' , O In OGGUPANGY SUBSTITUTIONS SHOULD OF 150 GFM MIN MAINTAIN MAXIMUM SHINGLES SHALL BE APPLIED OVER SEALED. SECTION 59 BLOCK 122 LOT(.) 42141 & 243 d NOT BE MARC- WITHOUT WRITTEN 20 GFM INFILTRATION THROUGH THE -REGESSED LIGHTS MUST BE TYPE IG s♦9•Is'od"5 U W m w 15# ASPHALT FELT WITH TOWN OF SOUTHOLD S 495' g10 9 AUTHORIZATION BY THE ARCHITECT FLUE WHEN NOT IN USE PROVIDE RATED AND INSTALLED WITH NO 'mO e GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IG ZONE R-50 REQUIRED PROVIDED THE PREMISES SHALL BE KEPT FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, VV y* pct, REASONABLY GLEAN AT ALL TIMES. DOORS TO GONFORM TO NYS ENERGY RATED APPROPRIATE ED INSIDE AN VALLEYS AND FLASHING. ROOFING AT THE COMPLETION OF WORK, THE CONSERVATION CODE FIREBOX TO BE CONTRACTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY FRONT YARD 50 FT. 73.2 FT � � Z GONTRAGTOR SHALL REMOVE ALL COMPLETELY LINED WITH FIREBRIGK. WITH 0.5" CLEARANCE FROMQ „�,,, WA57E MATERIALS, TOOLS, RUBBISH, PROVIDE MIN, 8" FIREPLAGE WALL FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" REAR YARD 60 FT. 79.72 FT. '°"" O FTG„ GLEAN GLASS AND LEAVE WORK THICKNESS WITH 4" NON COMBUSTIBLE WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION SIDE YARD (MIN) 20 FT. 684 FT BROOM GLEAN UNLESS OTHERWISE FIRESTOPING BETWEEN COMBUSTIBLE ROOFING IS TO BE APPLIED IN STRICT >s. - • V ' SPECIFIED. THE CONTRACTOR SHALL WOOD FRAME GONSTRUGTION. AGEORDANCE WITH THE VAPOR RETARDER: SIDE YARD (ACG) 40 FT. 1-44.5 FT. BUILDING HEIGHT 35 FT. CARRY WORKMAN'S COMPENSATION MANUFACTURES SPECIFICATIONS. -REOUIRED ON THE WARM-IN-WINTER 131,0 FT. • -� I 1 AND GENERAL LIABILITY INSURANCE. FOUNDATION WATERPROOFING CONTRACTOR SHALL SUPPLY GOLOR SIDE OF ALL NON-VENTED FRAMED LOT COVERAGE 20 , 9 7 °6 w SAMPLES OF THE SHINGLES FOR ALL SHALL COMPLY WITH STATE AND INSTALL TWO LAYERS OF TROWELED GEILINS, WALLS, AND FLOORS. p^R,� LOCAL CODES AND ORDINANCES THE ON FIBERGLASS MASTIC. (FED 51 WNER'5 APPROVAL, PRIOR TO G CONTRACTOR SHOULD FULLY INSTALLATION. MATERIALS IDENTIFICATION. P * w r S.S.G, 153 TYPE-I) MEMBRANE- TO BE °`"" ^1° vbr^ ,�. GUARANTEE HIS WORK AND THE WORK CONTINUOUS FROM TOP OF -MATERIALS AND EQUIPMENT MUST E: w.^ro OF HIS SUBCONTRACTORS FORA INSULATION INSTALLED IN RS INSTALLATION NET A LA WITH THE:AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS i Z PERIOD OF ONE YEAR AFTER EDGE OF FOOTING, MANUFACTURER'S INSTALLATION p p o COMPLETION OF THE PROJECT UNLESS SHALL BE INSULATED WITH FOIL o P FACED FIBREGLASS BATT INSULATION INSTRUCTIONS OTHERWISE SPECIFIED ALL WORK BY JOHN MANVILLE OR APPROVED -MATERIALS AND EQUIPMENT MUST SHALL BE NCRFORMCS IN FRAMING AND ROUGH CARPENTRY IDENTIFIED 50 THAT THE COMPLIANCE g EQUAL, FOIL TO BE PLACED TOWARD [:i7_ IMUM INSULATION THIGKNE55 FOR GIRGULATING HOT WATER PIPES g N.w•Is'odl'w N ACCORDANCE WITH GOOD BUILDING JOISTS RAFTERS AND STUDS SHALL BE WARM SIDE. PROVIDE II/2" RIGID GAN BE DETERMINED. LATION THICKNESS IN INCHES BY PIPE SIZES PRACTICES THE GONTRAGTOR SHALL CONSTRUCTION GRADE DOUGLAS FIR 1100 FOAMINSULATION ON ALL EXTERIOR ip INDEMNIFY AND HOLD HARMLESS THE MANUFACTURER MANUALS FOR ALL MAINS AND RUNOUT. N a9•Is'oa'w 2nao' I j�t`L� INSTALLED HEATING AND COOLING NON-GIRGULATING RUNOUT. GIRGULATING P51 ALL WOOD SILLS AND WOOD IN FOUNDATION WALL5 FROM FOOTING TO SERVICE r� <' •`$`\ OWNER, ARGHITEGT, AND THEIR FOUIPMENT PRO VNDEEQUPMENTMUST BE F) UP TO I" UP 70051.25" 5" 7002.0" OVER 2" 2 CONTACT WITH MASONRY SHALL BE AGO 6"BELOW FINISHED GRADE UNLESS AGENTS AND EMPLOYEE-5 FROM AND TREATED ALL METAL FASTENERS IN OS LO AGAINST ALL CLAIMS, DAMAGES, CONTACT WITH AGO TREATED LUMBER TO OTHERWISE SPECIFIED CARE SHOULD L05C-5 AND EXPENSES, INCLUDING BE TAKEN NOT TO DAMAGE INSULATION R VALUES AND GLAZING 0BE DOUBLE HOT DIPPED GALVANIZED OR FOUNDATION WATERPROOFING, 0.5 OS OS O PLOT PLAN w o o p ATTORNEYS FEES ARISING OUT OF OR AS 5PEGIFIED 8Y MANUFACTURER, U-FACTORS MU57 BE CLEARLY RESULTING FROM THE PERFORMANCE TERMITE SHIELDS AT SILL TO BE COPPER WpOD FLOORING MARKED ON THE BUILDING PLANS OR n�J 1 \ yPAO OF THE WORK PROVIDED THAT ANY OR OTHER APPROVED NON CORROSIVE WOOD FLOORING TO BE 2 1/4" WIDE EPEGIFIGATIONS SUCH CLAIM, DAMAGE, L055 OR MATERIAL ALL EXTERIOR SHEATHING BY 5/4" THICK TONGUE AND GROOVE TASLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAG PIPES EXPENSE (A) IS ATTRIBUTABLE TO SHALL BE I/2 GDX DOUGLAS FIR -SUPPLY DUCTS IN UNCONDITIONED BODILY INJURY, 51GKNE55, DISEASE PLYWOOD SUB-FLOORS TO BE 3/4" GDX N LENGTH. FLOORING SHALL BE DUCT INSULATION: PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZEOR DEATH OR TO NJURY TO OF, ID DESTRUCTION THE TANISIBLE WORK ITSELF PROPERTY GVEROEDEOUAY BE OGK .SED HALLS TO INSTALLED OVER GONSTRUGTIONM 2D MUST BE INSULATED TO R-8 TYPES RANGE (F) 2" RUN00UT5 I" AND LESS 25" TO 2" 2.5" TO 4" m _ ATTICS OR OUTSIDE THE BUILDING ITH NFA WEIGHT GRAFT PAPER ALL BOARDS -RETURN DUCTS IN UNCONDITIONED HEATING SYSTEMS r- (OTHER NG THE L055 OR USE AT APPROVED STORY HEIGHTS AND U ALL TO BE BLIND NAILED WITH 2" BARBS ATTICS OR OUTSIDE THE BUILDING LOW PRESSURE/TEMPERATURE 201-250 5 1.5 2.0111) FASTENERS, ALL JOINTS TO BE TIGHT MUST BE INSULATED TO R-4 RESULTING THEREFROM). (B) 15 CAUSED UNSUPPORTED EDGE5 OF PLYWOOD. LOW TEMPERATURE 120-200 O S 1 O I O L5 H p WITH BOARD EDGE5 FREE OF -SUPPLY DUCTS IN UNCONDITIONED IN WHOLE OR IN PART SY ANY PROVIDE SOLID BLOCKING AND DEFORMITIES ALLOW FOR PERIMITER SITE CONDENSATE (FOR FEED WATER) ANY LO I o 15 NEGLIGENT ACT OR OMISSION OF THE DIAGONAL BRAG INC, OF FLOOR JOIST5 AT .PAGES MUST BE INSULATED TO R-8. GONTRAGTOR, ANY SUBCONTRACTOR, 8' O.G. MAXIMUM AND SOLID BLOCKING EXPANSION AS RECOMMENDED BY -RETURN DUCTS IN UNCONDITIONED COOLING SYSTEMS J ANYONE DIRECTLY OR INDIRECTLY UNDER ALL MAXIMUM AND EDGES KI WOOD FLOOR MANUFACTURER. .PAGES (EXCEPT BASEMENTS) MU57 CHILLED WATER, REFRIGERANT 201-250 1,0 1.5 1.5 2.0 PREPARATION AND FINISHING: BE INSULATED TO R-2 AND BRINE 120-200 O.5 1.0 C) 15 EMPLOYED BY ANY OF THEM, OR PLYWOOD ALL GAP PLATES TO BE ALL PLANK FLOORING TO BE SANDED -INSULATION IS NOT REQUIRED ON OU z ANYONE- FOR WH05E ACTS ANY OF DOUBLED AND NAILED BOTTOM GAP THREE TIMES, ONE GOURSE GUT, ONE RETURN DUCTS IN BASEMENTS. THEM MAY BE LIABLE REGARDLESS PLATED TO END OF STUDS, LAP GAP MEDIUM GUT, AND ONE FINE GUT. ALL WALL KEY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER OF WHETHER OR NOT IT 15 GAUSED IN PLATES AT CORNERS, TOE NAIL JOISTS SANDING TO BE UNIFORM, SWIRLS AND DUCT CONSTRUCTION. TABLE FBI OF THE RE51DC-NTIAL CODE OF NEW YORK PART BY A PARTY INDEMNIFIED TO GAP OR BEAM WITH . WHERE FLUSH GR055-MARKS ARE UNAGGEPTABLE� - - o iu� � °Wrcrc HEREUNDER ALL MATERIALS, FRAMING OCCURS, USE MIN. I6GA SHEET -ALL JOINTS, SEAMS, AND - EXIST TO BE REMOVED ALLOWABLE TWO GOATS OF STAIN, APPROVED BY sTRJCTURAL MEMBER ASSEMBLIES, AND METHOD OF METAL JOISTS HANGERS BY "SIMPSON" OR CONNECTIONS MUST BE SECURELY DEFLECTION THE ARCHITECT IN AUNT OR OWNER SHALL FASTENED WITHI WELDS, GASKETS, C-X157 TO REMAIN GO ITER T FO INCLUDING BUT NOT APPROVED EQUAL ALL GORNCSS TO BE g[- APPLIED IN A UNIFORM RAFTERS HAVING SLOPE-5 GREATER THAN 5/I2 L/I60 (� LIMITED TO FORM-WORK, MINIMUM 3/2X4 STUDS. HEADERS SHALL BE MANNER FLOORING SHALL BE SEALED MASTICS (ADHESIVES), WITH NO FINISHED CEILING ATTACHED To rc'0��a°wow m BLOCK-WORK FRAMING, NAILING, MINIMUM 2/2X6 UNLE55 NOTED ON PLANS WITH TING GOATS OF NON-YELLOWING MASTIC-PLUS-EIMBC-DDCD-FABRIC, OR NEW WOOD FRAME GNST RAFTERS 'r PLACING OF GONGRETC-, ETC, ARC- TO MINIMUM BC-ARING FOR STUDS, JOISTS AND POLYURL-THANE AS MANUFACTURED BY TAPES. DUCT TAPE I5 NOT r - ^ I Y£ a nzs€rk n INTERIOR WALLS AND PARTITIONS H/180 C I� I;' � ' g o�m o O BE CAREFULLY SUPERVISED BY THE SEAMS SHALL BE 3 1/2" USE DOUBLE MGKLUSKY'S HG RLOOM SERIES, PERMITTED. CONTINUOUSLY WELDED NEW POURED CONCRETE FLOORS AND PLASTERED GEILINGS L/360 _I CONTRACTOR TO BC- SURE THEY ARE JAGK STUDS FOR HEADERS OVER FIVE EGGSHELL FINISH OR APPROVED HARD WIRED SMOKE . - IN ACCORDANCE WITH THE DRAWINGS, FEET IN LENGTH EQUAL AND LOCKING-TYPE LONGITUDINAL ALL OTHER STRUCTURAL MEMBERS L/240 SPEC,IFICATIONS, APPLIGABLE GODE5 JOINTS AND SEAMS ON DUCTS O DETECTOR W/ BATTERY r w ;`dad1° ,, € ru ° „ U EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/560 ���``-"< AND GOOD PRACTICE DEVIATIONS OF AT LESS THAN 2" w BAGK-UP ° J PLUMBING PAINTING AND STAINING 9 EXTERIOR WALLS - WIND LOAD5e WITH BRITTLE L/240 N 2° n FROM THE DRAWINGS AND GONTRAGTOR SHALL INSTALL WATER (500 PA.) ® 80 GFM FAN TO EXTERIOR T MPH,-, SPECIFICATIONS WILL NOT BE SUPPLY AND SANITARY SYSTEM A5 THE FOLLOWING IS INCLUDED FOR THE -DUCTS SHALL BE SUPPORTED EVC-FLY FINISHES PERMITTED WITHOUT WRITTEN INDICATED AND AS PER APPENDIX "J" OF CONVENIENCE OF THE PAINTING 10 FEET OR IN ACCORDANCE WITH THE a o o9� o ��a U� CONTRACTORS AND ONLY AS AN HARD HIRED CARBON MONOXIDE EXTERIOR WALLS - WIND LOADS wlrH FLEXIBLE L/Izo MANUFACTURER'S INSTRUCTIONS, AUTHORIZATION OF THE ARGHITEGT. THE RESIDENTIAL GODS OF NYS FOR INDICATION OF THE TYPES OF PAINTS DETECTOR F BATTERY BACK-UP FINISHES THE CONTRACTOR SHALL BE -COOLING DUCTS WITH EXTERIOR RENOVATIONS. PROVIDE HOT AND GOLD REQUIRED FOR VARIOUS SURFACES IT MIN 12" AFF A5 PER SECT. 1225,2 NOTE: Ii L LENGTH, H=SPAN PERMITTED krci wu�LL° € RESPONSIBLE FOR THE SHOP INSULATION MUST BE COVERED WITH A SHUT-OFF VALVES AT ALL FIXTURES ALL IS THC- INTENT OF THESE- VAPOR RETARDER. NYS CODE a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN A5 0.7 DRAWINGS WHICH MAY BE NEEDED WATER PIPING TO HAVE CLEANOUT. AT GPEGIFIGATIONS TO PROVIDE A -AIR FILTERS ARE REOU ALL DIMENSIONS AND CONDITIONS ALL CHANGES OF DIRECTION AND AT IRC-D IN THE TIMES THE COMPONENT AND CLADDING LOADS FOR THE -1 ARE TO BE FIELD VERIFIED. BASE OF VERTICAL WASTES USE 4" CAST COMPLETE FINISH. ALL PAINTED RETURN AIR SYSTEM. PURPOSES OF THE DETERMINING DC-FLECTION LIMITS HEREIN �UN�rca a °� z rt1 GONTRAOTOR TO REMOVE E IRON THROUGH FOUNDATION WALL SURFACES MUST NN FULLY COVERED -THE HVAC SYSTEM MUST PROVIDE A RELOCATE AS REQUIRED ALL IN A UNIFORM MANNER TO BE MEANS FOR BArLANGING AIR AND PITCHED MIN 1/6" PER FOOT. TRAP/wasrE DESIGN LOADS AND SPEGIFIGATIONS � m EXISTING WORK WHIGH INTERFERES SIZES FOR FIXTURES SHALL BE A5 AGGEPTABLE. WATER SY5TEMIS INTERIOR WOOD 5URFAGE5-APPLY TO - -a<�mo°€ u p K WITH NEW CONSTRUCTION. FOLLOWS: LIGHTLY SANDED SURFACES, HALLS, 45 PSF 015H WASHER 1 1/2" TEMPERATURE TNS UNIT L5 ` GROUND SNOW _OAD KITCHEN SINK I I/2' DOORS, FRAMES, TRIM, AND BASES, -EACH DWELLING UNIT HAS AT LEAST GEI LING LIVE LOAD 20 PSF m 51TE WORK ONE GOV WOOD FILLER OR STAIN ONE THERMOSTAT GAPA15LE OF 30 PSF �. ,��� ��}' A9Wr'°+H � � 57AKEOU7 I5 TO BE PERFORMED BY A LAVATORY 1 1/4" xA x+ n+hr sT r r rr ( ; m AND TWO GOATS MGKLUSKY'S SECOND FLOOR LIVE LOAD LICENSED SURVEYOR, STAKING AND SHOWER 2" AUTOMATICALLY ADJUSTING THE 40 PSF EGGSHEkL FINISH NON-YELLOWING SPACE TC-MPERATURE SET POINT OF FIRST FLOOR LIVE LOAD LAYOUT ARE TO ESTABLISH ALL LINES TOILET 3"/MATCH FIXTURE OUTLET POLYUR-THANE. WIND SPEED 110 MPH AND BENCHMARKS VERIFY ALL GIVEN ALL SYSTEMS TO HAVE ONE 3" MAIN VENT k THE LARGEST ZONE. DATA ON DRAWINGS. IN CASE OF STACK INCREASED TO 4" THROUGH THE GYPSUM BOARD- MINIMUM ONE GOAT SEISMIC, DESIGN CATEGORY G DATA O DISCREPANCY, RECEIVE ROOF PROVIDE D TO 4'R00F HOSE-BIBS PRIMER AND TWO GOATS FLAT PAINT ELECTRIC SYSTEMS WEATHER INDEX SEVERE 3FrT `pw INl.il " ,� ,+m '� ' r L' e'i '\ y� / O DISCREPANCY,CLARIFICATIOFROM ARGHITC-GT AS INDICATED ON PLANS WITH EASILY CXTBRIQR WOOD SURFACES- TWO -SEPARATE ELEGTRIG METERS ARE B FEET GOATS kXTERIOR GRADE STAIN. FROST LINE DEPTH ry. - i r +T ✓ PRIOR TO PROCEEDING, EXCAVATE ACCESSIBLE DRAIN DRAIN-GOGKS, THE RC-QUIRED FOR EACH DWELLING UNIT, u5•rin,`""*F e „'+ +�T r'`F ) f '+'rr' +�"N ' TC-RMITE MODERATE TO HEAVY Ri�t7 p U EXTERIOR DXP05ED METAL- MINIMUMd g1 Fr 'rru+, }r _ r r AND BACK FILL FOR WORK INDICATED HATER SUPPLY AND SEWAGE DISPOSAL DECAY SLIGHT TO MODERATE �tk Jr"w �"-� :t+�r��ay�.'! i, ( � s�" 'r� MINIMUM vE51GN DEAD LOADS* A5 PER � ON DRAWINGS STOCKPILE TOPSOIL SYSTEM SHALL COMPLY TO THE ONE GOAT ZING CHROMATE AND TWO FIRE-PLACES. 1. OBTAINED FROM STRIPPING DRIVEWAY APPLICABLE COUNTY DEPARTMENT OF GOATS kXTERIOR ENAMEL. -FIREPLAGE-5 MUST BE INSTALLED WINTC-R DESIGN TEMPERATURE 13 'pAi' i"I' al ` " 'fit �„ yi - r j, TABLE C,3-I ASCE "i-90 's n �,� g� rd AND BUILDING SITE. STOGKPILC- ALL HEALTH STANDARDS AND REGULATIONS ALL- MATERIAL SHALL BE OF BEST WITH TIGHT FITTING NON GOMBUSTABLE ICE SHIELD UNDERLAYMENT RC-OUIRED YES riWr'r � r� �� ;�{' g r "r LOAD J O EXCAVATED MATERIAL NEW AND APPROVAL OF ALL PLUMBING MUST BE QUALITY PITTSBURGH, PRATT d FIREPLACE DOORS uxi� y3) �Fgs i�a`Aari a" % I !` COMPONENT p Z LAMBERT, DUTCH BOY. GABOTS, -FIREPLAGE-5 MUST BE PROVIDED nr3 t Nr ``y, ` w EXISTING BAGK FILL MATERIAL AND OBTAINED FROM APPROPRIATE LOCAL MGKLUSKYS, OR APPROVED EQUAL WITH A SOURCE- OR GOMSUSTION AIR, WARM ROOF SNOW LOADS: y rt r7rn'3'$ Arl { �, _ M1mr" -ra �' � ,J� -ly" c E I L I N G 5 p w TOPSOIL ARE TO BE FREE OF WEEDS, AUTHORITIES PRIOR TO CONCEALMENT CONTRACTOR IS TO PROVIDE AS REQUIRED BY THE FIREPLACE AS PER TABLE ASCE T-98 SECT. "1.4 AND �,r , *- GYPSUM BOARD (I/z-In) -f0 ry Q TREE ROOTS, ROCKS AND DEBRIS, PRIOR TO ORDERING, CONTRACTOR SAMPLES OF ALL PAINTS AND STAINS GONSTRUGTION PROVISIONS OF THE FIGURE 7-2 N 1, a ^k") `' r' ' i ALL SURPLUS MATERIAL THAT 15 SHALL SUPPLY GUTS OF FIXTURES FOR FOR ARCHITECT'S AND/OR OWNERS BUILDING GODE OF NEW YORK STATE, SLOPE GS GSL LIVE LOAD r�m� GYPSUM BOARD (5/8-1nJ 9,0 UNSUITABLE FOR BAGK FILL MATERIAL OWNERS APPROVAL IN THE EVENT THAT 6 SHALL BE REMOVED FROM THE SITE. THE OWNER CHANGES, THE CONTRACTOR APPROVAL. THE RESIDENTIAL GODS OF NEW YORK 3.12 (0.85) X (45 PSF) 40 PSF - ' , t :�i SUSPENDED STEEL CHANNEL SYSTEM 2.0 PROTECT ALL TREES WITHIN EIGHT SHALL GRC-DIT THC- OWNER FOR THE PULL STATE OR THE NEW YORK GIN 4.12 (0,8) X (45 PSF) Be, PSF1�,, y� r�/( 1`` r.:'� C, G o V E R N G 5, POOP, AND WALL _ GYPSUM WALL BOARD BUILDING CODE, AS APPLIGABLE. / y: FEET OF THE BUILDING PROPER SUBCONTRACTORS COST FOR THE 5 12 (0.74) X (45 PSF) 54 PSF h! IF ASPHALT SHINGLES 20 APPROVALS MUST BE OBTAINED CHANGED UNIT INSTAL4ED AS PER SECTION RT02.32 1 "^ y� %. Flb BEFORE COVERING ANY EXCAVATED THROUGHR702.3.6 OF THE SERVICE WATER HEATING 612 (0.67) X (45 P5F) 30 P5F GYPSUM SHEATHING, 1/2 20 RESIDENTIAL CODE OF N.Y5 GYPSUM WORK HVAC -WATER HEATERS WITH VERTICAL 7:12 (O 6J X (45 PSF) 27 PSF ,^r�` .R� d+'� PLYWOOv (per /2-In) 1.6 WALLBOARD APPLICATION SHALL BE PIPE RISERS MUST HAVE A HEAT TRAP g.12 (0.56) X (45 PST) 25 PSP �� �,• '• RI&V INSULATION, 1/2-in 075 d SYSTEM TO BE DESIGNED BY OTHERS, TAPE JOINT SYSTEM. ALL GYPSUM ON BOTH THC INLET AND THE OUTLET r s" �< Lu CONCRETE BLOCK PROVIDE- PROPER SUPPLY TO ALL ROOMS 1112 (O SU X (45 PEP) 23 PSF �� '; a SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 BOARD TO BE 1/2" ON WALL5 AND 1/2" UNLESS THE WATER HEATER HAS AN ;,,/j u : ly z d ALL CONCRETE BLOCK IS TO HAVE 4 CONFORM WITH ALL STATE AND LOCAL ON GEILINGS UNLESS OTHERWISE INTEGRAL HEAT TRAP OR IS PART OF 10:12 (0.48) X (45 PSF) 22 PSF / I BITUMINOUS, SMOOTH SURFACE 1.5 "DUR-O-WALL" REINFORGING EVERY CODES. AS PER APPENDIX 'J" OF THE INDICATED. KNISH JOINTS, J-BEADS A CIRCULATING SYSTEM 1112 (0 44) X (45 PSF) 20 PSF 0 z THIRD COURSE FILL TROP COURSE RESIDENTIAL GODE OF NYE, FOR NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER 12,12 ' " „' WATERPROOFING MEMBRANE _ z SOLID. MORTAR MIX TO BE ONE PART RENOVATIONS (0.38) X (45 PSF) 18 PI +" Kill PORTLAND GEMENT, ONE PART LIME SHALL l�E TAPED AND RECEIVE THREE- PIPES TO THE LL-VEL. ON TABLE L „r' �,. 'if 'I FLOOR 5 AND FLOOR FINISHES I- W O PUTTY, AND SIX PARTS SAND, LI ONE GOATS PF JOINT COMPOUND ALLOW NOTE ^ GLASS WINDOWS AND DOORS 24 HOURS TO DRY BETWC-C-N GOATS GIRGULATING HIOT WATC-R SYSTEMS: ;✓ "`* "-:'�' ti f `\\ ti^ ON 1/2-in, MORTAR BED ILD (3/4-In) PART MASONRY GEMENT AND THREE- THIS BUILDING HAS BEEN DC-SIGNED AS PER THE AMERICAN FOREST AND - lL 111------111 Z TO BE INSTALLED AS PER FINAL GOAT TO BE SANDED SMOOTH. -INSULATE GIRGULATING HOT WATER PAPER ASSOCIATION (AF4PA) WOOD AND FRAME CONSTRUCTION MANUAL % �'+'( ;,'"�• „?�"air',/ , �_� - �� -a PARTS SAND SEC7IONR308 OF THE RESIDENTIAL METAL CORNER BEAD TO BE USED ON PIPES TO THE LEVELS ON TABLE 1. HARDWOOD FLOORING, l/'I-In 4,0 d ALL OUTSIDE CORNERS AND AROUND FOR ONE AND TWO-FAMILY DWELLINGS LINOLEUM OR ASPHALT TILE, I/4-In Lo �- • -J /� BUILDING CODE OF NY.S, ALL GLA55 IS /A pC A MAP H CONCRETE TO BE INSULATED LOW-E UNLESS ALL OP�NING5. HEATING AND COOLING PIPING r1l`L/1 I_I!'1 JZ O NO CONCRETE OR MASONRY WORK OTHERWISE 5PEGIFIE0 GLASS SUBFLOORING, S/4-In 50 R SHALL BE- DONE DURING SUBCONTRACTOR SHALL NOT INSTALL INSULATION: NOTE: N.T.S. TEMPERATURES OF 40 DEGREES R ELEGTR GAL -HVAC PIPING CONVEYING FLUIDS APPLIANCE CLEARANCE - APPLIANCES SHALL BE INSTALLED WITH GLEARANGES FROM FLOORS, WOOD JOIST no plaster) 12-1n I6-In. GLA55 UNTILL PROPER GLEARANGES ALL WO K SHALL COMPLY WITH THE ABOVE 105°F OR CHILLED FLUIDS UNPROTECTED GOMBUSTIBLE MATERIALS AS INDICATED ON THE APPLIANGE LABEL AND IN JOIST SIZES (In.) o.c. 0C, V F AND FALLING NO GONGRETE SHALL ARE PROVIDED. ALL SLIDING GLASS NATIYJN L ELEGTRIGAL CODE AND ALL BELOW 55'F MUST BE INSULATED TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 2x6 6 5N Z BE PLACED ON FROZEN SURFACES. NO DOORS, SKYLIGHTS AND/OR WINDOWS STATE, LOCAL, AND UTILITY COMPANY THE LEVELS IN TABLE 2. 2x5 6 b 0( O O A ADDITIVES SHALL BE ALLOWED AS REQUIRED BY CODE, SHALL BE CODES AND REGULATIONS, ALL NOTE. QQ WITHOUT WRITTEN PERMISSION OF THE INSULATED TEMPERED GLA55. ALL CIRGUITp SHALL BE MINIMUM 15 AMP, NOTES: 2x10 7 6 v K ARGHITEGT ALL CONCRETE 15 TO BE GLA55 DOORS AND WINDOWS SHALL POWER yAIRING SHALL BE MINIMUM I4 PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM MIN. 3,000 F.B.I. A7 :25 DAYS $ 3,500 gE INSTALLC-D IN STRICT ACCORDANCE AWG. G NVENIENGE OUTLETS SHALL BE I. OBTAIN ALL PERMITS PRIOR TO SPAN OF S'-O" FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED BUILDINGS. PANELS 2x12 6 7 n F51 FOR GARAGE SLAB. PROVIDE ALL WITH THE LED IN STRI CRS 'p THE START OF WORK TO BE PRECUT TO GOVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE ATTAGHMENT 4- SLEEVC-S AND FOUNDATION VENTS AS LOGATR�ID 12" ABOVE FINISHED FLOOR FRAME PARTITIONS O SPEGIFIGATION5, ALL WINDOWS ARE TO UNLESS OTHERWISE INDICATED. ALL HARDWARE TO BE IN GO MPLIANGE WITH TABLE R301.21 2 OF THE NEW YORK STATE BUILDING WOOD OR STEEL STUDS, I/2-In GYP BOTH SIDES 6.0 � REOUIRED BY NYS CODE UNLESS BE CAULKED AND SEALED AS PER NYS 2. ALL BEDROOM CLOSETS F, BE Q/ K SWITCHED TO BE LOCATED 36" ABOVE PROVIDED WITH ROD � SHELF, ALL CODE. (SEE BELOW) FRAME HALLS INDICATED, ALL FOUNDATION ENERGY CONSERVATION CODE THE FINISHED FLOOR UNLESS LINEN CLOSETS TO BE PROVIDED WITH FOOTINGS ARE TO BE A MIN. 8" DEEP REQUIREMENTS PROVIDE FLASHING OTHERWISE INDICATED SUPPLY EXTERIOR STUD WALLS PROJECTING 6" ON EACH 51DE OF THE PANS UNDER ALL SLIDER, DOORS, AND RECOMMENDED LAMP5 IN ALL 5 ROWS OF SHELVES. FOF A.� RJO .2. .�: PANEL RNE DEBRIS PROTECTION FASTENING SCHEDULE O f 2x4 ® I6-In., 5/8-In GYPSUM, FOUNDATION WALL. PROVIDE TWO #4 WINDOWS WITHIN A 6" OF AN EXTERIOR FOR WOOD STRUCTURAL PANELS 11.0 FIXTURES 3. DOOR TRIM AND BASE MOLDING INSULATED, 5/6-in SIDING Q DEFORMED BARS CONTINUOUS IN THE SURFACE- ALL EXTERIOR DOORS ARE TO MATCH EXISTING FASTENER .PAGING FOOTING. ALL 4" THICK GONGRETE TO BE FULLY WEATHER-STRIPPED 2x6 ® I6-In., 5/6-In GYPSUM, 12,0 N SLABS TO HAVE 6X6 10/10 WELDED PROVIDE ALL 5GREENS AND 4. ALL BATHROOM FIXTURES AND FASTENER TYPE 4 FOOT 6 FOOT INSULATED, 5/8-In. SIDING r O O F WIRE REINFORGING. ANCHOR BOLTS IN HARDWARE AS REOUIRED ALL GLA55 PANEL SPAN < PANEL SPAN < PANEL SPAN p N CONCRETE SHALL BE HOOKED 5/8" X I5 TO BE FREE OF SCRATCHES AND FAUCETS TO BE SUPPLIED BY OWNER < < 6 FOOT < 8 FOOT EXTERIOR STUD WALLS WITH BRICK VENEER 460 O d Z 12" AT MAX 40" OG AND MAX. 12" IMPERFECTIONS AND GUARANTEED BY AND INSTALLED BY GONTRAGTOR -4 FOOT - * WEIGHTS OF MA50NARY INCLUDE MOTAR BUT NOT PLASTER FOR FROME CORNERS. PROVIDE BITUMEN THE MANUFACTURER FOR A PERIOD OF - 5. FINISHES TO BE SUPPLIED #6 WOOD SCREWS 6" 2° G" PLASTER, ADD 5 Ib/Ft' FOR EACH FADE PLASTERED. VALUES Ill EXPANSION JOINTS BETWEEN SLABS NO LESS THAN 5 YEARS ALL WINDOWS BY OWNC-R GIVEN REPRESENT AVERAGES. IN SOME CASES THC-RE ISA = W 2- /2" #f} WOOD SCREWS 6" (9° 2° CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION Q U K AND FOUNDATION WALL5, TO BE ANDERSEN UNLESS INDICATED b In OTHERWISE II UPLIFT STRAP GONNEC,TION REQUIREMENTS TABLE 5.1 NAILING 5GHEDULE AS PER AN51/AF4PA WFGM-1d(15 (ROOF-To-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 335) NUMBER OF FASTEST MILE WIND5PEED (MPH) FASTEST MILE WINDSPEED (MPH) ti JOINT DESCRIPTION NAIL 5PAGING FRAMING FRAMING z COMMON NAILS SPAGING ROOF SPAN (FT) q0 MPH SFAGIN6 ROOF SPAN (FT) q0 MPH (NFj + Wp m ROOF FRAMING (IN) NAILS IN EA END OF (IN) NAILS IN EA END OF � O qV d h RAFTER TO TOP PLATE (TOE-NAILED): )q'x20 GAGE STRAP V'4'"x20 GAGE STRAP Py 12" OC 5PAGING (3) ad PER RAFTER 12'-O" (2) ad 12'-O" (2) 8d W 16" OG SFAGIN6 (5) ad PER RAFTER 14'-O" (2) ad 16'-O" (3) ed 0 GEILIN6 J0157 TO TOP PLATE (TOE-NAILED) 201-1" (2) ed 20'-O" (3) ad 12" OG SPAGING (3) ad PER JOIST 12 24'-O" (2) 8d 192 24'-0" (4) 8d � '� 16" Or. 5PAGING (3) ad PER JOIST 2B'-O" (3) ed 28'-O" (4) 8d BATHROOM MASTER GEILIN6 JOIST TO PARALLEL RAFTER (FACE NAILED) ROOF SPAN 321-01' (3) ad 52'-1" (4) ad BATHROOM I2'_O' 211_0" 2B'-O" 361_011 36'_011 (3) ed 36'_0" (5) ad SHOWER 12" OG SPACING 3:12 PITGH 74) Iad 76) Iad (8) Ibd (Ip Ibd EACH LAP 12'-O" (2) ad 12'-O" (5) Ed ' 16" CC 5PAGING 3:12 PITCH (5) Ibd (5) Ibd (IU Ibd (14) 16d EACH LAP Ib'-O" (2) Ed I6'-O" (5) 6d 20'-0" (5) 8d 21'-0" (4) ed 2" CC SFAGIN6 4 12 PITCH (5) Ibd (5) Ibd (6) Ibd (6J Ibd EACH LAP 16 24`0" (3) ad 24 24'-1" (4) 6d 16" OG SPAGING 4,12 PITCH (4) I6d (6) I6d (6) Ibd (u) ad EACH LAP (3) ad 28'-O" (5) 8d 12" OC, 5PAGING 5:12 PITCH (5) I6d (4) I6d (5) Ibd (1) Ibd EACH LAP 321-011 (4) Bd 52'-1" (5) ad If T 16" CC. 5PAGIN6 5:12 PITCH (3) 16d (5) 16d (T) Ibd (5) 16d EACH LAP 36'-O" (4) 6d 56'-0" (b) ed 12" OG 5PAGIN6 1:12 PITCH (5) ad (5) Ibd (4) Ibd (5) Ibd EACH LAP 16" O.G. 5PAGING 1:12 PITCH (5) Ibd (4) Ibd (5) I6d (6) Ibd EACH LAP I NAILING REQUIREMENTS ARE BASED ON WALL SHE NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE OF WALL TUB TUB 2 FL. SHEATHING 15 NAILED E" ON-,CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS wv—x My xw —xw xryHr Kr xw 12" OG SPACING 4Ibd 12 PITGH (5116d 15) I6d (5) Ibd (4) EACH LAP FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED TO — 16" OC. SPACING 9:12 PITCH (3) Ibd (3) 166 Wad (5) 16d EACH LAP MAINTAIN THE LOAD PATH y2�. 12" CC 5PAGIN5 12 12 PITCH (5) Ibd (3) Ibd (5) Ibd (5) Ibd EACH LAP 2 WHEN WALL 5HEATHIN6 15 ,CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 16" O G. SPAGING 1212 PITGH (5) Ibd 1 (9) Ibd (3) Ibd (4) Ibd EACH LAP PERMITTED TO BE REDUCED TO (1) Ibd NAIL PER FOOT. Xl ILIN6 J015T LAPS OVER PARTITIONS (FACE NAILED): ROOF SPAN POWDER O RAFTER TO TOP PLATE / GC-ILINI6 JOIST TO TOP PLATE JOINT NOTES (TABLE 33A AN51/AF4PA WFGM-1995h ROOM KITG E LAUND GE -IOd BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR ad COMMON NAILS 12" OC, SPAGING 3.12 PITCH (4) I6d (6) Ibd (6) I6d (IU lbd EACH LAP 3 5 Q U LL I6" an 5PAGING 3.12 PITCH (5) Ibd (6) Ibd (19 1,56 (14) I6d EACH LAP -WHEN GEILIN6 J015T ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND C W T OG, 51-AGING 412 PITGH (3) I6d (5) 166 (6) I6d (6) 16d EACH LAP AND GEILIN6 JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED S w O o 4 I6" OG SPAGING 4:12 PITCH Wed !6) ad (5) I6d (II) Ibd EACH LAP OW GW rN000f , A40 -TO AVOID SPLITTING, NO MORE THAN TWO TOC-NAILS SHALL BE INSTALLED IN EACH SIDE OF THC- RAFTER OR GEILIN6 12" O,0. SPAGING 5:12 PITCH (3) I6d f4) I6d 15) I6d Pi) I6d EACH LAP J015T WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH 51DE WHEN FASTENED TO A 2x6 TOP PLATE 3 1ST FL. 16" OG 5PAGING 5:12 PITCH (3) I66 (5) 16d (1) ad (9) 166 EACH LAP 6EILIN6 JOI5T TO PARALLEL RAFTER / GEILIN6 J0I5T LAPS OVER PARTITIONS JOINT NOTES _ xw—xv xw —xw—xw— xw 12" OG 5PAGING F 12 PITCH (5) Ibd (5) I6d (4) 16d (5) Ibd EACH LAP (TABLE 31 ANSI/AF&PA WFGM-Igq5): —ow �.—� µ— — 16" OG SPAGING 1 12 PITCH (5) led (4) I6d 15) Ibd (6) Ibd EACH LAP -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25% IF NAILS ARE GLINGHED 10 12" O G SPAGING qa2 PITCH (5) I6d !31 Ibd (3) Ibd (4) Ibd EACH LAP -HEEL JOINT GONNEGTION5 ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARING WALL, HEADER CONNECT TOS 9�a" 6�4" S G IOTIN& TO l'n 16" C,G. 5PAG INS 9.12 PITGH CH I6d (5) Ibd (4) I6d (5) I6d EACH LAP OR RIDGE BEAM EXISTING SUPPLY�I �/ y/ EXISTING SUPPLY 12" OC SPAGING 1212 PITCH (3) Ibd (3) Ibd (3) I66 (3) I6d CC-AGH LAP -WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING ry I6" 00 SPACING 1212 PITGH F9166 (5) ad fd) Ibd (4) Ibd EACH LAP WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED N # RIDGE STRAPPING (TABLE 34) SPAN PROPORTIONALLY TO THE REDUCTION IN SPAN Q _U 12'-0" (2) ad I6'-0" (3) ad -EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR GEILIN6 JOIST TO GEILIN6 J015T LAP SPLICES SUPPLY RI SER DIAGRAM n J 211-011 (4) ad -TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME GEILIN6 JOI575 OR RAFTER TIES ARE LOCATED AT THE 312 PITGH 24'-0" (4) ed EACH END OF STRAP BOTTOM OF THE ATTIC, SPACE WHEN GEILIN6 JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SFAGE N.T.S. Z 25'-1" (5) 8d THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS. 52'-O" (5) ad 36'-O" (6) ad CELIN5 HEIGHT/ HEEL JOINT CONNECTION C51LJN6 HebHT/ HEEL JOINT couu3crlON 4" FRESH AIR VENT 4" FRESH AIR VENT ROOF RIDGE HEIGHT ADJUSTMENT FACTORS ROOF RI P11 HEIGHT ADJUSTMENT FA6TOR5 qq 121_011 (2) ad 5/6 boo I!5 I5o THROUGH ROOF J L J THROUGH ROOF 16'-011 (2) ad 4/5 500 I/4 133 KKN 5/4 400 I/5 125 LLL fwo-f LLU 20'-0" (3) ad 2/3 300 I/6 1.20 �° N lK�31,1 412 PITCH 24'-0" (3) ad EACH END OF STRAP V2 200 /lo IJI 1 1 ado-IQO¢K°' } (4) ed I/3wzazo ,n mO 36'-O" (5) Bd COLLAR TIE TO RAFTER NOTES (TABLE 34 AN51/AF6PA WFGM-Igq5) op 1p I 3gll Y 12' O" (2) 8d -TABULATED GONNEGTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 2/3 OF THE ROOF ASSEMBLY DEAD LOAD °l_€lz ,,[ � W V I6'-O" (2) 8d (2/3 x IOpsF) Kut-� °°w9 201-0" (2) 8d -WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING ��g�ymH U OF 5J2 PITCH 24'-O" (E) 8d EACH END OF STRAP 15 ATTACHED IN AGCORDANGE WITH TABLE 31, THE RIDGE STRAP AND ADDITIONAL NAILING IS NOT REQUIRED BATHROOM _ MASTER �`�€¢� �4 2" 2��_r BATHROOM 25'-O" (3) 8d -WHEN A COLOR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF lad COMMON NAILS REQUIRED IN EACH -_ 313,_0„ (4) 8d END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF ed NAILS IN A STEEL STRAP ,,�r1 SHOWER -T___ (4) 84 l 2'-O" (2) 8d -TABULATED CONNECTION REQUIRL-MENTS ARE BASED ON 12" RIDGE STRAP SPACING, FOR DIFFERENT RIDGE STRAP r 1 1 1 11 LLyi4a° ��;W I6' 5PAGING MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: IF THE NUMBER OF NAILS IN 11 612 PITCH 241 O (2) 8d EACH END OF THE RIDGE STRAP EXCEEDS 6, SPECIAL CONNECTION HARDWARE IS REQUIRED 1 21 1311 i2 2"I 1 112" o�i �ollwop'�x"� I I I 20 3" j -O" (3) ad EACH END OF STRAP 2'1 11 11 ' °°2 °°z m 2S'-O" (3) 6d RIDbE CONNECTION 5PACIMO(IN 12 Ib 192 24 40 T2 !'mn vi ° MULTIPLIC-R 100 133 160 200400600 �]" U'2" U`l U`�q$1-C, z °!�Cj N 32'_0" (3) Sd f K w 3¢'y'1 d \ 361_011 (4) Bd -TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET 1 P¢ (I) ad TA LESS, THC- TABULATED WALUE5 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.50 TUB 2ND FL. 11 TUB 1 izrc�w�'¢�10�o K m (2) ad 5" 2' 2" l 2 1 211 211 311 ¢a�m°o�$° o K 16'_0" 20' O" (2) Bd TABLE 3B ROOF SHEATHING ATTACHMENT REQUIREMC-NTS FOR WIND LOADS C. 1:12-1212 PITCH 24'-1" (2) 8d EACH END OF STRAP AS PER AN51/AP6PA WFGM-1995 51. 13' LL m STRUCTURAL SHEATHING MAXIMUM L L 28'-O" (3) ad RAF7ER/7RU55 NAIL 5PAGING FOR 86 COMMON _ 32'-01' (3) 6d SHEATHING LOOATION' SPACING NAILS (INCHES, O.G.) F POWDER _ KITCHEN T- LAUNDRY 36'-0" (3) ad I (INCHES, O.CJ 110 MPH ZONE 120 MPH ZONE 1 ROOM I I I BLOGKIN6 TO RAFTER (TOE-NAILED) (2) 8d EACH END E I F E F RIM BOARD TO RAFTER (END NAILED) (2) I6d C--AGH END 12" CG 6 12 6 6 Z WALL FRAMING 4' PERIMETER EDGE ZONE 2 pW GW Q I6" or. 6 6 6 6' TOP FLATS TO TOP PLATE (PAGE NAILED) (2) ed, PER FOOT INTERIOR LOCATION 1211 or. 6 12 6 12 TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) ad JOINTS - EACH SIDE U51 U W 16" O,G. 6 12- 6 12' .. STUD TO STUD (FACE NAILED) (2) Ibd 24" O.G. GABLE ENDWALL RAKC- AND RAKE TRU55 4 4 4� 4' I`'LT FL. 2" 2" D 13 HEADER TO HEADER (FACE NAILED) I6d 16" Or, ALONG EDGES TOP OR BOTTOM PLATE TO STUD (END NAILED) 3 2 2" 2" I'CO U O (2) I6d PER 2x4 STUD RAFTER/TRUSS MINIMUM NUMBER OF ad COMMON Go. (3) I6d PER 2x4 STUD SHEATHING SIZE SPAGING B (INCHES, O.G) NAILS PER SUPPORT CONNECT TO CONNECT TO Q (4) lad PER 2x8 STUD EXISTING WASTE EXISTING WASTE N Q BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, (2) I6d" PER FOOT Ixb OR Ix0 SHEATHING 12-Id 2 2 2 ENDJOIST, OR BLOCKING (PAGE NAILED) 1X11 OR LARGER 12-1112 3 3 FLOOR FRAMING SHEATHING J0157 TO SILL, TOP PLATE OR GIRDER (TOE NAILED) (4) ad PER J015T I E = NAIL SPACING AT PANEL EDGES (INCHES) ly ly BRIDGING TO JOIST (TOE NAILED) (2) 8d EACH END F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) WASTE R15ER DIAGRAM 5LOGKIN6 TO JOIST (TOE NAILED) (2) ad EACH END 1 BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) lad EACH BLOCK FOR ROOF SHE WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDIN6 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER E-DSE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED N.T.S. LEDGER STRIP TO BEAM (PAGE NAILED) (3) Ibd EACH JOIST JOIST ON LEDGER TO BEAM (TOE NAILED) (5) ad PER J015T 2 TABULATED 12 INCH CO. NAIL 5PAGING ASSUMES 5HEATHIN6 ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS U BAND J0I5T TO JOIST (END NAILED) (3) Ibd PER J015T WITH G > 044 FOR FRAMING MEMBERS WITH 6 < 0,49 G < 0.4q, THE NAIL SPACING SHALL BE REDUCED BY 6 INCH. O.G. Z \ BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) (2) I6d PER FOOT �f 3 TABULATED el INCH OG. NAIL SPAGINS ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH Z � ROOF SHEATHING G > OAF FOR FRAMING MEMBERS WITH G < Odd 6 < 0 4q, THE NAIL 5PAGING SHALL BE REDUCED BY 4 INCH. O.G L I I ,^ W STRUCTURAL PANELS ad *5EE TABLE 36* ~ �4-� 9) N DIAGONAL BOARD 5HEATHIN6 4 TABULATED 4 INCH. OG NAIL SPAGING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS WITH O D O- O 5 "xb" OR "x8^ (D 0d Pr SUPPORT G > 04q. FOR FRAMING MEMBERS WITH G < O 49 G < 0.49, THE NAIL SPAGING SHALL BE REDUCED BY 3 INCH O.O. ALL GDRNERS AND BOTH Z "x10" OR WIDER (3) 6d PER SUPPORT SIDES OF OPENINGS 6' = Z TABLE 3 9 WALL SHEC.THING ATTACHMENT RC-QUIREMENTS FOR WIND LOADS OR GREATER IN WIDTH `n m GEILIN6 SHEATHING AS PER ANSI/AFEPA (WFGM-1985 6YP5UM WALL BAORD Ed COOLERS T' EDGE / 10" FIELD STRUCTURAL 5HEATHIN6 OR PANEL 51DIN6 15q" MIN EDGE j DIFFERENCE J � MAXIMUM NAIL 5PAGING FOR 8d COMMON WALL SHEATHING STUD 5PAGING NAILS (INCHES, O.G) DOUBLE 2X STUD A 5HEATHIN6 LOGATIONI (INGHE5, OC ) STRUCTURAL PANELS 8d "'5EE TABLE 3A* Ila MPH ZONE 120 MPH ZONE 11^^ lu Q FIBERBOARD PANELS E F E F SIMPSON PHD5-5053 GYPSUM WA 6d 3 wINTERIOR' DSS ZONE O.G. 6 12 6 12 ` li- O " EDGE / 6" FIELD 12" Lu 25/32 ad 3' EDGE / 6" FIELD 4' EDGE ZONE I6" O.G 6 12 6 12' 5/B'k12" STEEL ANCHOR N LL 5AORD Ed GOOLC-RS 1' EDGE / 10" FIELD 12" O,G. 6 12 6 12 BOLTS AT 4'-0" O.G. MAX (\ 7 O A HARDBOARD 8d SEE TABLE 3A 16" O.G 6 12 6 12 If\L.J J FAFZTIGLEBOARP PANELS ad *5EE TABLE 3q* SEE PLAN DIAGONAL BOARD SHEATHING 4` O I"xb" OR 1"x8" (2) 8d PER SUPPORT STUD SPAUN6 MINIMUM NUMBER OF bd COMMON z F SHEATHING SIZE (INGHE5, O G.) NAILS PER SUPPORT O "xIo" OR WIDER (3) 6d PER SUPPORT COKED ANCHOR BOLT Z Ixb OR Na SHEATHING 12-Ig2 2 .2 r �a MIN 12" PENETRATION FLOOR 5HEATHIN6 4 K - IxlO OR LARGER 12_19 2 3 .2 4 INTO FOUNDATION O O STRUCTURAL PANELS SHEATHING OER TES IOd 6" EDGE / 12" FIELD NCH OR LES ad GREATER THAN INCH " EDGE / 6" FIELD E = NAIL SPAGING AT PANEL EDIAT (INGHE5) DIAGONAL BOARD SHEATHING F = NAIL SPAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIC-LD (INCHES) 1.1\.611 (2) ad PER SUPPORT I FOR WALL SHEATHING WIITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENTS SHALL SE USED I"xIO" OR WIDER (3) ad PER SUPPORT 2 TABULATED 12 INCH O,G. NAIL 5PACIN6 ASSUMES SHEATHING ATTACHED TO STUDFRAME MEMBERS WITH G > OAF. *�/ L� O W � FOR FR FRAMING MEMBERS KITH 0.42 < G <049, THE NAIL 5PAGIN65 SHALL BE REDUCED TO 6 INCHES O.G. � - AINOHOR E30LT DETAIL TOLD DOWN DETAIL CD ICI J Q 3 FOR EXTERIOR PANEL 5'IDIN6, GALVANIZED BOX NAILS SHALL BE PERMITTED 7013F SUB51TUTED FOR COMMON NAILS !/ \I q 2� � Q A.2 N. . U N.T.S. H- O p T.SN Q I If WALL KEY y " GYPSUM WALL BOARD Wry — — EXIST TO BE REMOVED ti R-IS BATT INSULATION ry EXIST TO REMAIN TRIM TDELECT OG + C „ a ® NEW WOOD FRAME GNST JS" GDX PLYWOOD SHEATHING SEE DETAIL 4/A.4 FOR VINYL SIDING STRAP DETAIL TO BE SELECTED U U W y+ wt NEW POURED GONGRETE / e HARD WIRED SMOKE y /4' 5 B PLYwoov SUBFLooR e 1DETEGTOR W/ BATTERY 245 BATT INSULATION 2x10 FJ ®Ib" O.0 06 `mac ,�- BACK-UP a HARD WIRED CARBON MONOXIDE ' K DETECTOR W/ BATTERY BACK-UP 2xb AGO SILL PLATE MIN 12" AF,F AS PER SECT, 1225.2 GO D NYS CODE SILL msuLArloN ° DOLT a 4'-0" 0 C"l HOOKED ANGHOR \ d r — �.�- "�' — — — Q� \ FINISHED GRADE _ IIIIIIIIIIII�III11�1-1 x 77 f `� P GONG — z 10x20 P GONG. FTG. W/ (2) #4 FOUNDATION WALL i q r i B" P. GONG. FOUNDATION WALL 9 REBAR TO ALIGN WITH EXIST. �Y TIE NEW FOUNDATION TO �o MASTIC r A. FOOTING, MIN. 56" BELOW r 4" I GONG. SLAB L EXISTING W/ #4 REBAR �Gt GRADE Al 6x6 10/10 WWM O.G. VERTIGAL MINIMUM'ClF 2 COMPACTED FILL 4" P. Col SLAB Q' `ice N/ bxb 10/10 NAM O 10'-3" GROUT FILL SOLID LL 4" P Col SLAB W/ ttI PITCH �_ — — — — — — — — — m rl0/10 NAM Q O m Z EXPANSION JOINT p0O oA0 2x8 LEDGER 2x4 KEYWAY -- N �a 10x20 P. GONG. OI SAP REMOVE EXISTING SPREAD FOOTING N FOUNDATION WALL A5 NEEDED _ d ° a ° (2) a4 REBAR 6 TIE NEW FOUNDATION TO EXISTING (3) 2x0 e a a EXISTING W/ #4 REBAR ® 24" TIE NEW FOUNDATION TO < - O EXI5TING N/ #4 REBAR ® 24" 2xb F.J. ® Ib" O.G. O 00 O 00 O N O.G. VERTICAL 4 HI MINIMUM O.G. VERTICAL MINIMUM OF 2 o Opoo o po 0 000 d Ifl OF 2 GROUT FILL SOLID s � iitr GROUT FILL SOLID p O TIE NEW FOUNDATION TO o y O O O O 00 p a EXI5TIN5 N/ #4 REBAR ® 24" a ® �' O.G. VERTICAL MINIMUM OF 2 GROUT FILL SOLID a Z # EXISTING N Q 20" F m P GONG. SLAB n J TIE NEW FOUNDATION TO m i ro EX//EXISTING W/ #4 REBAR ® 24" F / \ IOUNDATI ON DETAIL 13 N Or, VERTIGAL MINIMUM OF 2 m I\A. /I o z GROUT FILL SOLID SCALE: I" = -O" EXISTING (3) 2x0 EXISTING (3) 2x8 _ w rc 2.4 STUDS ® 16" _ • POINT LOADS M _ m V Y�' GDX SHEATHING ��m-oI ¢Fo� O BASEMENT j CRAWL SPACE T 1 O VINYL SIDING nL�Laao<rcw�a } EXISTING EXISTING m - TO BE SELECTED a _ b `xI $" GYPSUM BOARD EE DETAIL 2/A.4 FOR <p O n € W SEE DETAIL DETAIL�EXST NG, - L o Y p RIFY ALL EXIST 24"X24"%12" P. J (2)224 ACO SILL PLATE `</ P. GONG. SLAB -I GONG. FTG. IL rc U f RUCTUREINTHE -EL 3J[a" pD. STEEL ro s/e" ANCHOR 00LT m 4'-O" O C w$ o oa s OP. GONG. FOUNDATION NI 5C DISCREPANCIES da NOTIFY GT OF A Y LALLY COLUMN iv COPPER SILL INSULATION 1 \ o 'w�€Q�¢ �45 O F ✓✓✓✓ FOR FIRE PLACE ABOVE _ _ TERMITE SHETLD 1p owNOH f TRIM TO SELECT p, m co) TI NEW FOUNDATION TO �_ 4" P. SONO. SLAB W/ o cc�� % X X - z bxb 10/10 NAM TO ALIGN i_a�rcu41F '^u�{ ry W I EXST G W/ #4 REBAR ® 24" W m WITH EXISTING SLAB Um as 0 p? 12'-II" 5'-0" O.G. V RTIGAL MINIMUM OF 2 I ��kog pagW� m GROUT FILL SOLID L5 Ircw € �� :� III—I I II I �III TIE NEW FOUNDATION TO OPEN EXISTING _ a - I FOUNDATION WALL I IIIIII-11 a �dEi"-;^m>amL'ao m Q 2x10 LEDGER -IIIIII—II �� TI FOR ACCESS TO L — — J b" P. GONG. FOUNDATIO _ EXISTING W/ #4 REBAR ® 24" DOWN in I NEW BASEMNET FOR BILGO DOOR, SPG O,G. VERTICAL MINIMUM OF 2 2R ® 'I N III—III •+ m U U TO BE SUPPLIED BY OT RS GROUT FILL 50LIP O' WI - I p J I ON SLAB F m -I ° b" COMPACT FILL z EXPANSION JOINT Ni m J y Al bxb 10/10 NAM m — 5 MIL POLY VAPOR BARRIER v TO ALIGN N/ EXISTING X — m l- 4" P GONG. 5LA5 Ia i BASEMENT x BASEMENT FLOOR w B W/ bxb 10/10 WWM a a� a z 9TO 5V 16" ° ' SLAB FOP, HEAD GLEARENCE o FROM ABOVE Icv O m I - W n W 0 oB" P. coNG. FOUNDATIONALL 2x4 KEYWAY A.3POINT D W - z 6" b 6" #4 REBAR - FOOTING ® 36 O _5� B0 -3' 1 POCKET 20 POCKET I IT'-lO" " I I II ® O 6EAN11 B B'- l0 10' MIN 2oxlO P. LONG. SPREAD .oro b' 6'- " 6' " BELOW ZO B'-I 2 _ GRADE MIN, a r (3) 2x10 T -1 _ (5) 2x10_ r , (3) 2%10 — — — (3) 2x10 _r T (B) 10 DOUBLE 2X STU _ Q 12 _ __ O_ U 4 —o _ SIMI PHDS-SDS • a 4 Q L m L — J — J r — — — - - 1• _ 24'x24 x12 P J -id m O 24"x24"x12" P. 7 \j 0 ro d GONG. FTG O ry - ry GONG. FTG. O A A - O Z • - �IOx2D P. GONG. FTG. W/ (2) #4 . : 3�i' O.D. STEEL O a O in 3�'a° O.D. STEEL 9 s LALLY COLUMN x - `r _ REBAR TO ALIGN WITH EXIST. LALLY COLUMN ; x L m O O N ® ', : m FOOTING, MIN 36 BELOW IN N qrX�571 _ — _ _ _ GRADE _ J m �_ FOUNDATION DETAIL v. ., . . � SCALE 1" = 1,-0" O2B , 0" P. GONG �� � ... ..+: . .PONG Ox20 P. C.ONOUNDA71ON NAL FOUNDATION WALL <Q. _EXTERIOR TRIMG. FTG W/ (2) #4 B..REBAR TO ALIGN WITH EXIST BGRADEG, MIN, 56" BELOW II THREADED STEEL RO 4" P. GONG. APRON V1 - 51MP50N PH05-SDS 4" P. GONG. SLAB W/ st I M L N 6x6 O/10 WW ,l \l U O V O 4 P. GONG. 5LAB - � m - DOUBLE 2X STU - D L O V' - - L - Q q W/ bxb ID/10 WWM III I� 4 P GONG. SLAB 51MPSON PHD5-SDS W/ bxb 10/10 NAM W A HOOKED ANCHOR BOLT ° 10X20 P. GONG. FTG W/ (2) #4 MIN 12" PENETRATION ;•`@';l;1C�\\� nl�"\ \ \ \ Cdl�`Y,'1y,11 _ - _ < Z w Z REBAR TO ALIGN WITH EXIST, FOOTING, MIN 36" BELOW INTO FOUNDATION ��Q\, �t .n i`\ j•\, c\: `.`, \ _ GRADE U B" P. GONG •' ' III -III—III—III IIIIII—III- ° D � ~ ZO �z % — — f 1J o I I-1111 I _ , I - CHEEK WALL ° T — L d 6' COMPACT FILL / '• z m 5" P. CONS. FOUNDATI LL p B MIL POLY VAPOR BARRIER J \ / N Q lllz a \` ;. \ / '•/ . �: of � � QO ,n z PROVIDE HOLD DOWNS AT z 0 V I W O f ALL CORNERS AND BOTH SIDES OF OPENINGS b' 10x20 P. CONS. SPREAD FTG, z N OR GREATER IN WIDTH MIN 36" BELOW GRADE �, T n Q3 \\"• \ /•-'• / p #4 REBAR MIN. B" GONG. COVER O li — - - - - - —/ — — — — — — — 5'_l•• b'-II" 5' 20'-2" HOLD DOWN DETAIL p ° o � _ p W �J N.T.S. 20., u\ O O f BASEMENT PLAN � FOUNDATION DETAIL W CD SCALE: I/4" = I'-O" �7 SCALE I" = I'-O" p 0 p IG WALL KEY y ry - EXIST TO EE REMOVED FLAGGING TO - BE SELECTED Ni 4" P. CONC. SLAB W/ U C U v n EXIST TO REMAIN BRICK OR STONE 6%6 10/10 AW � 6 0. ® NEW WOOD FRAME GNST TO BE SELECTED aU W 5 m .. NEW POURED CONCRETEJ �C HARD WIRC-D SMOKE 0 W DETECTOR W ' / BATTERY opo p 20 ORpn (loCl )n0.,o/1a� n�n 5AGK-UPnn n ® 50 GFM FAN TO EXTERIOR 8" P. GONG. FOUNDATION 00 C1S10 b^ COMPACT FILL q� 5 MIL POLY VAPOR BARRIER WALL a HARD WIRED GARBON MONOXIDE DETEGTOR W/ BATTERY BACK-UP14' 3^ ' MIN 12" A.F.F AS PER 5EGT. 1225.2 NYS CODE 30 - © ❑ ■ N Q '- O.D. STEEL "�2'-4" Q 4 MIN04 56" B MIN. SPREAD FTG. COMPLY 1W/WR G Y5 m ---- - Q LALL b_ 4 10x20 „ BELOW GRAVE p -T:27-2 Y COLUMN ® 4" O.G. MAX., ■ - p -- -- II b" P. GO G SEG R-314, R-315, R-316 O p ® 6' 3" 50 3046 OVL2030 d Ell qb 3046 _ " coNc COVER (2) 2xb (2) 2x6 (2) 1/`x " LVL ry �I 3QX6e r 2 2 N (2) 2X12 2 2x12 I0 0 0 b 6 o b X N ry N O 2"xl2" O.J. ® I _N - G.J. ® Ib" O.L. �j f I6] _ N m n _ b" O.G, 4 _ T O � N O m (3) 17/4x15 L\/:'FF � � (2) 15/4"l LVL F.F I 2 GAR GARAGE u - -- - - - -- 20^ z N ALL LADE GYP. BOARD r - - - -- EXERCISE m w ON ALL WALLS AND CEILING 2 B'� � - W ROOM WITHIN GARAGE m m XI --- ----- 3046-3_ ® Ib" O.C. 2 %12 ® 1b FOUNDATION DETAIL IN r2) 2x12 -----rvl - - - X x O________________ (2) 2x12 NII ad III 1 -� LIVING ROOM NI II A.4 1 I I III �� L�J11 11 > I I _ N ry �� 11 --- 1r----- l Il Ilrr�. /1���, m Ile� O X111 tr al I ill O ry - crJW LI _JLJzIL \ rm x12" F. . 16-100. I o o FROMS 5EPARATINS TO HAVE�e SPACE TDRAY GEILNG° JNOTEPO o ole 2" - 5® 3 3 e 5'- ® EXISTING ry N O 11 a TYPE O 1 - ENTRY X GYPSUM WALL BOARD ON G SIDE 2exb 9 — BATHROOM N ~ # ap m N II AND Yd' TYPE X -YPSU BOARD III ON OPPOSITE SIDE, ADDITION %" TYPE = 36" HIGH RAIL a ----- - BE -- - N rrm I q ry X GYPSUM WALL B ARD IS TD BE INSTALLED 1 W/ BAL. ® 4" BUIL IN Y lfl ON GEI LING ASP NYS _ODE R309.2, ALL 12"x12" F.J. 0 16" 0C Nd G. MAX., TO COMPLY BOOK 51� LF 11 m NII EXISTING WAL IN GARAGE TO HAVE (2) .2'-4" O 6'-2" 4'-O" 3'-5" W/ RGNYS SEG.R-314, x $ 12eXbe ut Z xll LAYERS OF e' TYPE X GYP WALL BOARD 1 ry Ell O2 1 —� F=III] I WALL STUDS ® Ib" O.G. R-315, R-31614, m m _I1 a J a o 11 HMSG (2) 2x10 5'-"i" wli °4 foo v LABEL DO R e - 1 HALF WALL - w O = CLOSE _ z .o Sr_�05� O_ _ _ O - 1 N '� 2 X6 m CLOSET ��(��vry' Q �W ROS SNELF O V p'u O mmOp 22%be 111 MV Rao. 9NELF�a IIILa- Q ¢�Q� O wRao. sxE.F '� � J m l p =T N BUILT-IN ma S ¢ e N NOTE. Y z 6 xb BYPASS x x 2x6 - ALL STRAPPING TO BE a W 3 9�- r ry _ N \ SHELF BELOW a tl N 3'-T 14'-4" INSTALLED AS PER MANUFACTURES m x Q'� : U `r 1 POWDE I, �n in 0 �� IL W/ BASS- 2 6 4' 4'-0x NII TAIR ry ryl 2�_4�� 15•_71 5PEGIFIGATION5 AND NYS CODE �' i�� sows ' s Q b,_2. �N ROOM gg ry L r x _I d1 1 S 36 HIS RA ®4 ry O.P.LLYSTEEL EXGERSIZE 3 2e a OG. MAX, TO COMPLY W/ RGNYS NOTE: I LALLY COLUMN N ROOM Y," FIREGODE GYP. B D N BOTTOM PLAT 4'-O" I5'-10" IN, jnV EG.R-3141 R-315, R-316 ON ALL INTERIDRW LS UL APPROVED % 10 ACO SILL PLA ADJACENT TO GA AGE TWO SIDED FIRE PLACE - N ry CORR0510N-RESISTIVE TERM1 FLASHING `r (2) Iexb T /�� i RO�� ��wwW ry @ @ cL05E UNIT TO TA SELECTED 1- 3 ry - AND 4ERMITE SHEIL mi�w°o 03 N� I_2 xb - EXIST. AND INSTALLED A5 PER O SLAB ON GR III DOWN WROD. nEL II : N� III m - MANUFACTURERS 2exbe N o to m In II 1 : 1 SPECIFICATIONS 2 2X12 y 1 m Ilry (2) IQxbe I_ _ J1_ _____=_=-=a =-- - __ _ ___________________ ----- COIL STRAPPING MANUFACTURED BY 5IMPSON +Tk L ADE __ - ---- _ _ c- --- --- -------- - -1 T` 7 3046-2 5TRONGTIE CONNECTORS MODE No G51e, ____________O 2 / EG L _ U R APPROVED D EQUIVALENT INSTALLED ANSTO � iTod z N O" F e @ d l r K NOTE: a PER MANUFACTURES SPECIFICATIONS 7o EXTEND Arts .2�w;� § 1� VERIFY IT ®10 2010"FGEILIN STRUCTURELIN T ET FIELD, _ ' n N B > O,C. J - X �� _______� MIN. 12" VP STUD FADE U 1 m O 2R ®5 1C J = ww KY�f Zttw O - 2x6 PK m J ��<¢�m o°�5a q 2� 1 NOTIFY ARCHITECT OF ANY O E/p x12" HOOKED ANCHOR BEARING PLATE MANUFACTURED 15HEN 2"x12" F.J ® 16" O.C. TG SON STRONG-TIE CONNECTORS MODE o. m G DISGREPANGIES r BPS OR APPROVED EQUIVALENT f0 12'-2" `_r -10" m N ± FAM L ROOM `- R BOLT 10'-O" Gm a 4'-O" O O. AND 12" FROM CORNERS N N AND WALL OPENINGS TYPICAL KrrPIN LAUNDRY ROOM Q BEARING -1 x Q N N Z 2"x12" GJ e 1b "I'0 ° ry 5uPP0RT - 2 FOUNDATION STRAPPING DETAIL ry m MULLIONS A.4 N.T.5. p VENT DRYER X = (2) 2X12 10' MEDIA CENTERU- m N TO EXTERIOR N' ry = o, (3) 2032 m fV o 2'-4" ry m IN, al-S11— � 6O .a m NI N m ry r Q ry 24x64 m - m 2exbe n O 2exb@ (2) 2X12 p (2) 2X12 N N P T4 13' S" 4'-T' u 6' II" O J 13_511-2I.-Ill 9 b q' 7' _ > O 9' 18'-3" WALL STUDS ® Ib" OC % x �D x 5UPPORT Q Q m ry MULLIONS h ® 4" CONCRETE SLAB W/ / 7- J bxb 10/10 HAM O Q O W EXISTING WELL O' PATIO Nt - 007TOM PLATE `r J TO BE RELOCATED J d d � a v RIM JOIST W z I > 2111 cJ. ® 1b^ oc. > I as R„or 0 oRP Q Z o =Y FINISHED GRADE ap O �OOw�� �m �� -A= Q '^ SCREENED PORCH LO ryLJJJI L _ z 2e%be 2e%6@ COMPACT GRAVEL FILL Nom. . \ R SUB FLOOR ALL STRAPPING TO BE V <4 BOOR JOIST INSTALLED AS PER MANUFACTURES 11/n� _y b" POURED CONCRETE SPECIFICATIONS AND NY5 CODE 41 L o -C' Z dg^ e FOUNDATION of A00 51 LL PLAT 11II 11 - TERMITE 5HIEL STRAP TIES MANUFACTURED BY SIMP50N 1.4A O O 5TRONG-TIE CONNECTORS MODEL No. Sl FOUNDATION WALL PER MANUFACTURES 5PECIFICATIONS Z O L a OR APPROVED EQUIVALENT INSTALLED AS O N � ryF N 5TL. BEARING PLATE MANUFACTURED O T L D da a OMODEL No. (2) IeYLVL (2) •a BALBP5OR APPROVED nOUIVALENTO z 3, >� T In 5'-5" ®312HOOKED D.C. AND 12tHOR ROM CORNERS 20'-3" AND WALL OPENINGS TYPICAL b V1 FOUNDn ATION DETAIL FOUNDATION STRAPPING DETAIL o ry 0 2 E2 x N.T.S. d M Q m Ip O � Z FIRST FLOOR PLAN o o Ell 1/4" = I'-O" I! � N WALL KCEY EXIST TO BE REMOVED HURRICANE ANCHORS MANUFACTURED BY UW v EXIST TO REMAIN 51MPSON 5TRON6-TIE CONNECTORS MODEL No HIM 5A OR APPROVED EQUIVALENT AT EVERY yj C7 F NEW WOOD FRAME GNST RAFTER TO PLATE CONNECTION BOTH SIDES WHEN RAFTERS DO NOT ALIGN WITH STUDS C NEW POURED CONCRETE U hUu:1 HARD WIRED SMOKE o 6 OO DETECTOR W/ BATTERY EAGK-UP 51MP50N STRON6-TIE CONNECTOR MDL mHTZ TO BE USED WHEN PROVIDE ICE PROTECTION AS PER R9Ol I WHICH ® 80 CFM FAN TO EXTERIOR RAFTER ALI6NB WITH STUD USE A MINIMUM OF TWO 8d CONSISTS OF AT LEAST 2 LAYERS OF UNDERPAYMENT a HARD WIRED CARBON MONOXIDE / '"' ,� \I CEMENTED TOGETHER ET A SELF-ADHERING POLYMER ' DETECTOR W/ BATTERY BACK-UP NAILS THIS SIDE WITH A MODIFIED BITUMEN SHEET VI EXTEND T FROM EAVES TOTAL AI FOUR INTO RAFTE EDGE TO A MIN. UC 24" INSIDE THE EXTERIOR WALL MIN 12" A.F.F AS PER SECT. 1225.2 LINE OF THE STRUCTURE R-50 Ell INSULATION NY5 CODE 111 �`,is �� 2x3 RR 0 (",DC. m o,`.. a ROOF RAFTER II 2x8 RETURNS O L DOUBLE TOP FLAT f $" GYPSUM WALL LL B BOARD ^ , — � %'l COX PLYWOOD SHEATHING ASPHALT SHINSLE5 TO SELECT of STUD PLATE TIES MANUFACTURED BY SIMPSON OVER I5x BUILDING FELT STRONG-TIE CONNECTORS MODEL No. R5F4 VENTED VINYL SOFFIT OR APPROVED EQUIVALENT AT EVERY STUD TO PLATE CONNECTION WHEN RAFTERS DO NOT ALUMNIUM DRIP EDGE `1Y ALIGN WITH STUD Ixb FASCIA I ` u / 2x8 O.J. ® 16" O.G. 4"x3" ALUMINUM GUTTER W/ 2r== C'- STUDS ® 16" OC 5"x2" ALUMINUM LEADER Q O w OLL R-13 BATT INSULATION TWO Bd NAILSFOR-'/)N` " INTO PLATES SEE DETAIL /A.5 FOR 2x4 STUDS® Ib" OC oma STRAP DETAIL K" LDX PLYWOOD SHEATHING EIGHT ad NAILS TYVEK HOUSE WRAP INTO STUDS VINYL 510ING TO BE SELECTED m m ROOF STRAPPING DETAIL r lV a .s N.7.5. nROOF DETAIL N O O" FQ- v � J U z 4 PROVIDE ICE PROTECTION AS PER R905.2.'1.1 KK C--QUAL EQUAL WHICH CONSISTS OF AT LEAST 2 LAYERS } m w F 0 EQUAL EQUAL OF UNDERPAYMENT CEMENTED TObETHER OR 2442-2 ASELF-ADHERING POLYMER MODIFIED BITUMEN m SHEET -A EXTEND A FROM EAVES EDbE TOA iYY h F Oi m o 0 0 :i MIN. OF 24" IN51PE THE EXTERIOR WALL LINE a F'^❑L (2) 2x6 (2) 2%6 12 OF THE STRUCTURE m O i iv GXWI35 GXWI35 g'_2B L" �a Q�'r om� LL1 (2) 2x6 ASPHALT SHINGLES OVER rf 15t BUILDING FELT " 2 2xb ° W 2) 2x6 p O 71 k, m/p" LDX PLYWOOD SHEATHING (. CLOSET g'_2^ 5'-II" ?� rv=onI "La O. . , . _ i mizomL OF { .o y, l0 2x8 RR m Ib" O.c. Opp- z 0-p W } op SHELF 6" R-Iq BATT INSULATION �a�FFl K Ia- 2'x8 L.J. s16' Y 2 , B 5 / I6" O.L. a�� n9Wo rc} x PLAN N 2"xB" G.J. ® 16" O.L, r OPEN — MAI TAI m Flgg m MAINTAIN I" AIRSPACE _ L.J. ® I6" O.L. f < ALUMNIUM DRIP ED&E `` qW 2"x0" L.J. ® Ib" O.L, C N \BELOW 9 OI 4-6 H-10 4-6 1 ACIA O ry BEDROOM TO �� O Ij � Ix6F W/B'"x2L LEN AVER VTTER "I � ® LJLJ �JLJ�J�J u LL m ' m 2R @20" x 9'_11H'_3" IT'-II" uymoo�a J��oo m NUp ro AL GN WITH n a p ry 18 ry 1 in W o ia�N m L N ID'-O" OE -h%6@ �, a, CONTINUOUS VENTED iw waz m G N W BELOW 6Qx6Q BYPASS �,; UP m VINYL SOFFIT IN rp ,YSEE DETAIL ]/AS FOR I- CLSET m j N 2R ®3B STRAP DETAIL OH 15" GYPSUM BOARD D - �p -f1 —Mu wov u�ecs IX I TO ALIGN WITH MASTER BATH m m UNFINISHED - - ry m 2x6° ry 10'-O" GEILIN65 VINYL SIvw6 r0 SELECTED INSULATED DOOR ATTIC = O-O ; 3; < - BELOW Ij�6 p j . r ry 24x6@ VI r m I- Ifi 5'-Q" ® 6'-Q" r; ROOF DETAIL z a J m ®V3" �` O A.S SCALE: I" I'-O" O Iq'-8" 0 CID c 1ST ®10" �, � d. IL O m J ATTIC V z CL05ET2bx6@ X O tt STORAGE F bexbe BYPASS — 10 5'-g" ry Q 6 y 24"x36" X u ' ell-all3'_O ,i ry ' � in Z WALL STUDS a I6" O.O. Li K ATTIC ! }_ :V LAGGE55 J STiORAbE ; V* 1� STRAP TIES MANUFACTURED BY USP BEDROOM _ LUMBER CONNECTORS MODEL No. 5718 W +' MASTER p- OR APPROVED EQUIVALENT Z m BEDRooM m IIIO z II'_0x T'-10.. Fi W J BOTTOM PLATE W (� Q s V RIM JOIST ~ m U Q Zw Q LdL _ J = o r IN W—aZ IL d (2) 2X6 (2) 2x6 (2) 2x6 f� __— — _ — — — — — —_ — J -� m SUB FLOOR Jam' 3046 3046 3046 (3) 13/q"xlg" LVL F.F a FLOOR JOIST (� 2'l O J. ® 16" 00 L o ;, In O i z — Lu 2) 2x6 X C N r. STRAP' TIES MANUFACTURED o. USP O O 21046- LUMBER CONNECTORS MODEL No. 5T10 O z_ OR APPROVED EQUIVALENT WALL STUDS m 16" O.0 � QQ cl PL FLOOR TO FLOOR STRAPPING DETAIL o In, = Z SECOND FLOOR �J IN moa Z SCALE: 1/4" = I'-Q" x F Q N 0 2"x0" RR. ® Ib" D 2" G x5" RR, a W' 00. 0 `9 a F + a -- 2"x4" GT. ® I6' G z m m t I I a ---- _ - `I IIh _ - - - - I a 14" LVL RIDGE - -- -- R.I. I6' G. u - T R R ® I xR G.T. ® I6" - __- Ij x " RR ® 16' O.G. 2"x R. ® I OG ___-- -- 2" xb" R.R ® I6" G. 0 (2J2 X12" HEADER O.G. . .1 _ - m 'X 2ki^ R.R ® Ib4ocT 2^ x , 26 oc, 2" oc. - _ (2J2�x 2 ' TRIMMER RAFTER 6' 0 xb' —� Vxa^ 0.r ® I 1 (z) zxl2 a �) 2x1 w O q O O 2' 6" R.R. 2"x6" R l ' 2' 6" R.R. 2"xb" R. III O O O 0 _ - % K X - x , O x _ N x N ryn u n- - 2x6 DORMER RAFTER L n w w (2) 2x10 K----7:2M:2-x70— �" CORNER POST n2)2"xl2" HEADER ryTAIL RAFTER-x ry (2)2"x4" PLATE w a z II I I I Ili w o � " N Iii - U A 1` 2"x12" J GK RAFTER m t- I 1 1 le/q" 14" 111 IDG ® _ - i_- ___ _ _ __-il � 2"x12" VALLEY RAFTER 2 a F AME 'I _ _ --- - - - -- -- -�- - 1 2"x4" WALL STUD F O G ICK T (2) ZV2 -- _- _ - _- _ _ " RAFTER J - z � ?r 1 o } o z I I I I it II I � rc ! 1 1 It _ I f 1 ® + I k'L U3z o=o rtl X S nDORMER DETAIL wt,��=oiJ= W it N.T.S. oFd=N2a°z- = O I 4, �J .�_,rcy °� UH L KV /e6 G.T. ® I6WOOD SHEATHING °rc i�x�1 11 I9/4 XI4 LVL R GDX PLY x6" GT. o Ib' O.G. 2x& C.T. ® " O.C,.. ��€p��m ,� 2x O.O. T.O. RIDGE 2 �'.�io° m SII _ — _ — _ — _ — _ — _ — _ —ETET'-T" al����pIkP65,HR I 1 � m I � ° � w 5/e' GPX PLYWOOD 5HETHING £ 4 m 2"x10" R.R �, 6" O.G. 2'x10" R.R. a 16" O.G. a 12"xl0" R,R. ® I6" O.G, 2"x l0" R.R. ® I6" OG' 2x10 R.R. ® Ib" or �f s°0�y 0 IQC -.- - - -j --- - - - - - -I 2 7�1— - "--- VALLEY FLASHING m UNFILLED w NOT GOMPAGTD I xb' C.T. ® I6" O,G. R S J - I 2x4 BRIDGING - z I I O _ 7x5 O.J. ® 16" O.G. 12 - R-30 BATT INSULATION NOT COMPACTED 0 I N'1 U 7.0. PLAT VINYL 51DING s / VINYL SIDIN ELEV.+IB'-10 TO BE SELECTED (5) /q"x18" LVL F.F TO BE 5ELE TED Q v- TYVEK HOUSE WRAP OVER lI TYVEK HO E WRAP OVER O Z Y," GDX PLYWOOD SHEATHING 1 III ! Ys" GDX YWOOD SHEATHING R-13 BATT INSULATION 1 R-13 ATT INSULATION W 2x4 STUDS 9I6" OG. 1 2x4 5 UDS 616" OG 1F x\ ASTER 10 R.R. ® 16" O.G. 6 M Y40 J j BEAR M CLOSET I ' 0 2x 1 _ JrJr 2) o ! 3 R-25 BAT }INSU�ATSONATHIN6 J (2) /q"x W' LVL } W N _ TO, 5 GOND FLOOR- k —1ELEV. +rOr-IDrCYT i 3/q' -DX PLYWOO SUBFLOOR y W 2. �_ T.O. PLATE 1 �) ELEV. +$Ep" BLOGKJJO 56T5 ® _-`---- SPAN ` 1 2x6 GJ a 16" O.G. J Z I , W III I W ►n QzIlly FAMILY ROOM LIVING rFJOM 1 10'-0" CEILING ' ( n l� III 11 I ks) ROOF PLAN sGALE: va° r-O" —' LU-JZ z B" P. GONG. CHEEK WALL I , III I O MIN 3'-O" BELOW GRADE ALIGN F / � 4" P. GONG. SLAB / � I � � f -_ r-_T�_R5T FLOOR� \ � �� � W vv 6x6 10/10 WWM - ELEV. O'-O y M- 5/411 STRUCTURE Q (3 L Z G A E I 3/q" GDX PLYWOOD SUBFLOOR � J� 2x10 F.J. Al 16" O.G CRAWL SPACE TO REMAIN N.I F.) ,^ O O Q. R-25 BATT INSULATION EXISTING W (2) 2x10 O Z W O B" P. GONG.I 2x10 LEDGER 1/-- J FOUNDATION WALL BASEMENT O B / 10x20 P. GONG. FTG. W/I I NOTE; n/ O Z IL O 4 (2) M4 REBAR TO ALIGN VERIFY ALL EXISTING n VV/ EXIST. FOOTING, I STRUCTURE IN THE FIELD, IL MIN 36" BELOW GRADE EXISTING FOUNDATION NOTIFY AROHITEGT OF ANY (] DISCREPANCIES TO REMAIN (V I.F.) 1 .�, . . ..' . .:W/ 6x6nt 010/10 WWM N m Q m O SEGTI ON A.6 SCALE. I/4 O p O H z tw d Q m � O p � q II M ~ VALLEY FLASHING CULTURED FIELDSTONE GOLOR F, + m ASPHALT SHINGLES BY OWENS GORNINS, _ — - — - — _ — _ — TO BE SELECTED AND STYLE TO BE SELEGTED EL T.O. RIDGE U dui n m ASPHALT SHINGLES TO RIDGE - _ _TO BE SELECTED - - _ _ --- _- -_ - VALLEY FLASHING €CE V. 1:2 -fi-P'_ — _ _ _ _— _ - 8E SELEGTED TO _ L�01 d tUd YYY CONCEALED FLASHING ._ - —�� - VALLEY FLASHING _ _ _ aa' GO T O. RIDGE U 4"x3" ALUMINUM GUTTER W/ _ -- - VINYL 51DING TO CONGEALED FLASHING —E 3"x2" ALUMINUM LEADER - BE SELEGTED ASPHALT SHINGLES CONGEALED FLASHING TO BE SELEGTED ' O VALLEY FLASHING - ELE 23 4" $TtC DGEFW-2B_a" - - - - _ 70 RIDGE 1 - ® ELEV. *TO" EV. ASPHALT 5H INGLES - y _ - T.O. PLATE TO BE SELECTED _ _ - — - - - - ELEV. +18'-10" ocoolls , VINYL SIDING TO BE 5ELEGTED - -- __ i CONGEALED FLASHING I 1 1 T.O. 5EGOND FLOOR D - - - - ELEV. +100�'-1 - OYS/�p P _ d 7.0. PLATE -- — -- s— --- -OF PLATE -- — -- 4"x3" ALUMINUM GUTTER W/ m - - _ _ --- Ell MINUM LEADER Li I VINYL SIDING TO 0E SELEGTED � j --_1 - - 1 — VINYL SIDING Q V TO BE SELECTED ? J TO. FIRST FLOOR ZO ELEV. O'-O' U Z GRADE STRUCTURAL COLUMN ~µ TO BE SELECTED 56" HIGH RAIL W/ BALLUSTRADE CULTURED FIELD STONE (TYP) ® 4" O.G. MAX, TO COMPLY W/ RGNYB 5" P. GONG. BY OWENS CORNIN5, COLOR @ a Hg o 0 5EG.R-514, R-515, R-516 FOUNDATION WALL AND 5TYLE TO BE 5ELEGTE17 m u o G y aF� z0 Kwo. 10xP. GONG FTG VV *4 (2) u4 REBAR TO ALIGN ;2ryi€;Fr€ � MI NE 36 BE�OW GRADE OTNr o��rv�3mN U — � — = Y — - - - - - - - - — — w€� dBo wU E I.F.ST NG FOUNDATION _ — _ — _ — _ - - - - - - - - - - - - - - - - JJ�-- €Is-hW somF V { OF ZVI/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NORTH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - aN�R:Fp'ao'�xr NORTH ELEVATION �—ALIS"� o� 0° �51�o� gU 5GALE: 1/4" = I:-O" `a°o�olTk� UK LL�W+ZnWg�<3Q�p �}jK Vry WZ��LL pLLw UN Y�w-:nLLryl=- ME TOO ASPHALT SHINGZL CULTURED FIELD STONE LES �N��o gN Z!i� TO BE 5ELEGTED oax aEU UN, dd W BY OWENS CORNING, COLOR Stl1 VALLEY FLASHING a�T�wFo K W AND STYLE TO BE SELEGTED _ - _ - _ - _ _ - _ _ _ _ T.O. RIDGE r a a€m o o o o L1 K €�±2 -1 -- T.O. RIDGE _ — _ _ _ — _ _ _ — _EDE7-26- -- ASPHALT 5HIN5LE5 - _ -- TO BE 5ELEGTED J Z -- TO. RIDGE Q -- - 4 Q T.O. RIDGEL V. ±2 V 22 -47 E --- — _ - _.— — _ -�YTELE ASPHALT SHINGLES TO BE SELECTED — — -- — — _ - - - _ T.O, PLA Q ZO — - — ELEV.al B' T.O. A.5 RIDGE YYY _ Q _ I i LEV _ 4 I VALLEY FLASHING - - V' W -- -- -- -- TO SECOND FLOOR - -- - -- -- ELEV. +10'-10" z i 4"x3" ALUMINUM GUTTER W/ 3'k2" ALUMINUM LEADER -- — O Z --- _ _ TO. PLATE < W ELEV +8-O IF1h14 f 11; 11 #nl{I L III i _ lriirTlI }II IJ L 4x5 l Z _ i , ALUMINUM GUTTER W/ — r 51 II f�� I h �} l� d+ 1 III IEP I. �_ _ - —I 1 1 - " 5"x2" ALUMINUM LEADER W FHlrul ,� 4f� , J k„'�k� � t'�!�1iI -� .. �— -- -� WJZ Il:� Fli�h-}i 1+1.113h.� r!4=I-p � f l �I L'� f TO BE SELECTED VINYL SIDI . \ _ Qu)z O T. _FIRST FLOOR O O0.. O ELEV. O'- G A E V VINYL 510IN5 OLX D- W CULTURED FIELD STONE i Q TO BE SELEGTED ® BY OWENS CORNING, COLOR O FOUNDA,TI ONGWALL� AND STYLE TO BE SELECTED 8” P. CONC. Lfm- - - - - - - - - - - - - - - - n Z CHEEK WAL ` �F - - - - IL Ir - - - - - - - - - - - - o 10x20 P. GONG. FTS. W/ (2) #4 R EBAR TO ALIGN MIN. 3 6 EXIS�f. FOOTINS,� Q - - - - - BELOW GRAVE - - EXISTING FOUNDATION L, N IN O f JL - - - - - - - - - - - - - — — - - - - - - - - - - VIF. Q INm 9 - - - - - - - - - m O Q Z L - - - - - L - - - - - - - - - �ALISN } SOUTH ELEVATION 4 0 5GALE: 1/4" = '-O" K I ZO I m ASPHALT SHINGLES yy — TO BE SELECTED_ _ _ T.O. RIDGE [[H + VALm m LEY FLASHING — - — - - ELEV RIDGE z .n m T.O. RIDGE U O m ELT'11 W HURRICANE ANCHORS MANUFACTURED EL y� T.O. RIDGE _ _ _ -- -- _ _ T.O. RIDGE . 41 OR STRONG-TIE CONNECTORS MODEL LE V. 26�' —ECcV 326-T No. HI OR APPROVED TO PLATE N EVERY �yyJ RAFTER TO PLATE CONNECTION � 2- VALLEY FLASHING "b -- - - ASPHALT SHINGLES T.O. RIDGE L TO RIDGE ELt t23-d"ASPHALT SHINGLES -�- _ iiii - ELE2 RIDE " TO BE SELECTED- 4 4"x5" ALUMINUM GUTTER VV -- - - - - 3"x2" ALUMINUM LEADER -' 4"x3" ALUMINUM GUTTER W/ -- 3"x2" ALUMINUM LEADER ASPHALT SHINGLES - If. - TO BE SELF GTE _ T.O. PLATE "Y TO RIDGE _ _ - VINYL 5 D NLV. +18-10 ELEV.7 -10" TO BE SELECTED VALLEY FLASHING - CONGEALED FLASHING ROOF RAFTER POST OAP MANUFACTURED BY SIMPSON 57111 CONNECTORS MODEL No BG52-2/4 OR APPROVED EOUIVALENT INSTALLED VALLEY FLASHING _ _ AS PER MANUFACTURES SPI, _ 4x3 ALUMINUM GUTTER 3x2 ALUMINUM LEADER _ __ BEAM ND Q m z O. S GOFLOOR 2 - - ELEV. +l0'-I o" p0 tiry 12�- VINYL SIDING - - ---TO BE SELECTED - DECORATIVE COLUMN COVER Orb S T.O. PLATE 4x4 COLUMN B„ I L flI t, jtal 1 Ali ' 1 rr i� la 1 11 T - - x2” ALUMINUM LEADER ; 1 uF ISI �H3 {- -- - f — � , �L r f IT 1- -" � I , xiryl { SFzI I I a v T.O_FIRST F LOOR P. GONG. SLA Z ELEV. O�-0 O i CULTURED FIELD STONE BY OWENS CORNING, COLOR COLUMN BASE MANUFACTURED BY m If m y rc AND STYLE TO BE SELECTED 0" P GONG. 51MF50N 5TRONG-TIE MODEL ��ip,000 FOUNDATION WALL No. CBO44-5D52 INSTALLED a'a AS PER MANUFACTURERS 10x20 P. GONG FTG. W/ SPECIFICATIONS OR AF EQUIVALENT O�o Q ��Q }, (2) #4 REBAR TO ALIGN co O W/ EXIST. FOOTING, fl MIN. 36" BELOW GRADE - - P. GONG CHEEK WALL o - p w EXISTING FOUNDATION � °owo iV " Ff{�Upmr o Y.I.F. — - - - - - � COLUMN STRAPPING DETAIL rw - C - - - - - _ - T -AL�� A.8 N.T.S. �°'�� o in d rc�p L_ aw�arc �°zQ EAST ELEVATION o � < 0 mo=>o SCALE: I/4" I'-O" aorcB k���W NIL IV OLLYmW NiO 10 CULTURED FIELD STONE pt Y_ O BY OWENS CORNING, COLOR ASPHALT (SHINGLES E iil AND STYLE TO BE SELECTED T.O. RIDGE TO BE SELECTED O6 fa3w�f RR _ — - — - — VALLEY (FLASHING _ — _ tel- m .O. RIDGE w'�`�� HMO FI-f Q�NOp1-OU T.O. RIDGE w vn T,O. RIDGE ELEV. }26'-4' w VALLEY FLASHING ASPHALT SHINGLES TO BE SELECTED 1 ! TO RIDGE T.O. RIDG _ - — - - - — - - - — -E23'- —12,r-,-O. _- - ASPHALT SHINGLES Q ^- TO BE SELECTED 4"x5" ALUMINUM GUTTER W/ _ _ '- - 4 4" x3" ALUMINUM GUTTER AlW/ R 5"x2" ALUMINUM LEADER -� " _ 3"x2" ALUMINUM LEADER � uj _ \ ASPHALT SHINGLES V O T.O. PLATE _ TO BE SELECTED ELEV, +IB'-10" 2-- VINYL VALLEY FLASHING SIDING TO BE SELECTED - -_ O CONGEALED FLASHING '- 1 VALLEY FLASHING 1 T.0 SECOND L R - - 4"x3" ALUMINUM GUTTER W/ ELEV. +10'-10" _ _ _— ---_- __-- Z ` 3"x2" ALUMINUM LEADER V T.O. PLATE - - - - - J ',,I -sc, f " O L 0 1 - {' 4"x3" ALUMINUM GUTTER W/ B"x2" ALUMINUM LEADER M 0OM ED FO-31 Iris I' 4{(t lig iiI .L DLI{I 1 LILi FE-01 ff� {�A '{�i iL i' �] I• I '3 LI it hF� i1L�J�lt{ trl l�fy�� �r VIJ� I fr it Ja 00 � D — � D � D — — 1{�Ijll1 'i { Irµ`il { II �` t ; l'll{,+ FI � i� St� 1N}}� F� JJ� JZ ® t.. Er .. I ,! 1lulii !, ', {[111} ttrj11}} d o FIRST FLOOR 17 � , Z GRADE T.O V I ` Lu CULTURED FIELD STON nn O V Qa BY OWEN5 CORNING, COL ll- t- W 8" P. GONG. B" F. GONG AND STYLE TO BE SELF ED -1 __,_�-FOUNDATION �ALL FOUNDATION WALL I VINYL SIDING (X z 0x20 P. CD FTG W/ 10x20 P. GONG. FTG, W/ TO BE SELECTED LJ-1 (2) M4 REBA TO ALIGN (2) #4 REBAR TO ALIGN W/ EXIST FOOTING, - - W/ EXISTBELCPW GRADE INC MIN. 36" BELOW 6RADE� - MIN�36 EXISTING FOUNDATION _ - - - _ - - R7 IN 0- - - - - - -� Y.LF. - - - - - - - - - - - - -- - - - - - - I - - - - - - - - - - - - - Z - - - - - � LALIGN__ m O z WEST ELEVATION w 3 m w Q I