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Home My WebLink About29735-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30241 Date: 06/15/04 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 875 DEERFOOT PATH CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block 4 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 11, 2003 pursuant to which Building Permit No. 29735-Z dated SEPTEMBER 15, 2003 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION AND ALTERATION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to RALPH & JILL D PASSARO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1183228 02/11/04 PLUMBERS CERTIFICATION DATED 01/16/04 CUTCHOGUE EAST //uthX3-zed gignature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29735 Z Date SEPTEMBER 15, 2003 Permission is hereby granted to : RALPH & JILL D PASSARO 875 DEERFOOT PATH CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 875 DEERFOOT PATH CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0004 Lot No. 006 pursuant to application dated SEPTEMBER 11, 20Q3_zpd approved b the Building Inspector to expire on MARCH . 05 . u^MY Fee $ 150 . 00 ,r 1, uthori'zed Signa e ORIGINAL Rev. 5/8/02 9 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL g 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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. �. 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: I. 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 525.00. Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses 550.00. 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. 1/13/04 addition Ncw Construction: XXXXX Old or Pre-existing Building: (check one) Location of Property: 875 Dee Hamlet —_-- House No. Street Owner or Owners of Property: Ralph & Jill Passarro Suffolk County Tax Map No 1000, Section 103 Block 04 Lot 06 Subdivision Moose Cove Filed Map. 3230 Lot: 8 Date of Permit9/15/03 Applicant: Inland Permit No. 29735 . d H -- Ffealth Dept. Approval: Underwriters Approval: -- Planning Board Approval: Request for: Temporary Certificate Final Certificate: XXXXX (check one) Fee Submitted: $ Inland Homes Inc. �� Applicant Signature JAN-16-2004 10 : 15 AM INLAND•HOMES INC 631 298 9697 P. 02 0"k.t 'Gown Hall,53095 Main Road Fax(631)765-9502 P.O.Sox 1179 Telephona(631)765-1802 Southold.New York 11971.0959 41 BUILDING DEPARTMENT TOWN OF SOL THOLD CERTIFICATION Date: Building Permit No. 7 3 Owner: Rd. /� Q +� (Please print) Plumber: A / (Ple rint) I certify that the Balder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this " ' day of , 2011` i Notary Public, County SUSAN J.NA State of New York 77 NotaryPublIc No. med In GGommission Expires M Y 0 BY THIS CERTIFICATE OF COMPLIANCE THE +t4 A 5 NEW YORK BOARD OF FIRE UNDERWRITERS SBUREAU OF ELECTRICITY 5 40 FULTON STREET -- NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 JIM SAGE ELEC. INC. RALPH PASSARO 5 P.O. BOX 38 875 DEERFOOT PATH 5 GREENPORT, NY 11944-0038, CUTCHOGUE, NY 11935 5 Located at 875 DEERFOOT PATH CUTCHOGUE, NY 11935 5 5 Application Number: 1183228 Certificate Numbs: 1183228 5 5 Section: Block: Lot: Building Permit: BDC: ns11 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: First Floor, S 5 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was rj found to be in compliance therewith on the I Ith Day of February,2004. 5 Name QTY Rate Retina Circuit Type Alarm and Emergency Equipment Sensor 1 0 Carbon Monoxide 5 Sensor 1 0 Smoke Appliances and Accessories 5 Exhaust Fan 1 0 F.H.P. Wiring and Devices 5 Receptacle 5 0 General Purpose 5 Switch 6 0 General Purpose 5 Fixture 2 0 Incandescent 5 Paddle Fan 1 0 5 Receptacle 1 0 GFCI 5 5 5 S seal �5+ 5 I of I 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. e JAMES J. DEERKOSKI P.E. 260 Deer Drive Mattituck, NY 11952 298-5506 To: Southold town Bld. Dept Re: Ralph Passaro 875 Deerfoot Path Cutchogue, NY 11935 To Whom It May Concern: This letter states that after a field Survey was performed at the above mentioned property, all wind strapping is in place, and conforms to all codes. incur James erkoski P.E. r =CiF NEh� ��-UEFA 1i\ � a Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\INLAND-DEERFOOT DRrck PROJECT TITLE:ADDITION F NEIy �CQ' J•D COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family it HEATING TYPE:Non-Electric ys DATE:09/03/03 DATE OF PLANS.09/2003 PROJECT DESCRIPTION: DEERFOOT DR CUTCHOGUE,NY COMPLIANCE:Passes Maximum UA=82 Your Home UA=76 7.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 93 19.0 0.0 5 Ceiling 2: Cathedral Ceiling(no attic) 219 19.0 0.0 11 Wall 1:Wood Frame, 16"o.c. 439 13.0 0.0 32 Window 1: Wood Frame:Double Pane with Low-E 52 0.350 18 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 312 30.0 0.0 10 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 i plian this Code. �( 2 Builder/Designer Date I �J REScheck Inspection Checklist New York State Energy Conservation Construction Code RESchecksoflware Version 3.5 Release Id DATE:09/03/03 PROJECT TITLE:ADDITION Bldg. I Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: ( ] I 2. Ceiling 2: Cathedral Ceiling(no attic),R-19.0 cavity insulation I Comments: I Above-Grade Walls: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation I Comments: Windows: [ J I 1, Window 1: Wood Frame:Double Pane with Low-1 ,U-factor:0.350 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ J No I Comments: I I Floors: [ ] I 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation I Comments: I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. Vapor Retarder: ( ) I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ l I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. [ J I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. I Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets, mastics (adhesives),mastic-plus-embedded-fabric,or tapes. 'Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ l I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] ( Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ) I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code ofNew York State,the Residential Code of New York State or I the New York City Building Code,as applicable. I I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ) ) Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1 Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickmess in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) UP to I" Uy to 1.25" 1.5"to 2.0" Over2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressutw7emperature 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) Sep 15 03 08: 29a Penny Lumber Maki-tuck 16311299-8561 p. 1 n 16 -0" ROF� tr` 2842 5'-10" OAK (� J FLOORING UMMI G WALL 2'-0 d 01 CATHEDRAL .4 CEILING i IfGIx (� EXISTING WINDOW to — t TO BE REPLACED n _ WITH DOOR L (\� OAK FLOORING `0 2846 2846 \ 4�-O" 4 -0 ��Iu c7 �~ CHANGE UANDOW TO 3046 DCL HUNG c°. EGRES9i 6.92 6.F. Zj GLA66, 10.8 S.F. FLOOR LA'`1 UNITS 14.96 B.F. F Il/ 1— DPS f,0(WITH D.P. UFYsRADF, (71 Z, ADDITION DEERFOOT OR-, CUTCI1000E AMENDMENT DRAWN eYi M• HAND Se telnber 13, 2003 SCALE 114" IO 0cS JAMES J. DEERKOSKI P.E. 260 Deer Drive Mattituck,NY 11952 298-5506 ?M^ To: Southold town Bld. Dept Re: Ralph Passaro 875 Deerfoot Path Cutchogue,NY 11935 To Whom It May Concern: This letter states that after a field Survey was performed at the above mentioned property, all wind strapping is in place, and conforms to all codes. 7inc r , James erkoski P.E. r 1�iW Tli tti t�tti3 f LAP,4-. f4 1 �hAA OCfV') AJeYY-- k 10- T I I q M. Bldg. j 9_,�Z Foundation Bath Extension Basement Floors Extension Ext. Walls Interior Finish ft,-1 -� Extbrision '30e Fire Place Heat eo fi-- Porch fyLo L,-r -1 Attic Porch Rooms Ist Floor Breezeway Patio Rooms 2nd Floor Garage 2.2 '/g-'/ 1.2s, Driveway 0. B. 4,Y 41f 4x(�141 L*49,C- Y, l . . /000 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET -7 VILLAGE DISTRICT SUB. LOT F RM O NER' N E ACREAGE S Ylc-, • (nc` l MCu/ aE -S W TYPE OF BUILDING RES.-3f1-�o SEAS. VL. FARM J COMM. IND. CB. J MISC. LAND IMP. TOTAL DATE REMARKS W? Cel 6 6 d D 6 Q o V 7a 7 a� 700 ov 1940 3 o o AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value fkoN T.illab.le 1 Q c f ' _ ' Tillable 2 Tillable, 3 Woodland Swampland Brush.land House Plot Total oa L u v a�T as t iL J L u I Zi.L\AUJLVy11iJ V a11Ji.0 1 DATE REVIEWED: _J_/19/03 APPLICANT CLAS � QG =-d DATE SUBMITTED: __q_/j/03 SCTM#DISTRICT: 1,000, SECTION: 103 , BLOCK: 41 LOT: �_SUBDIVISION: mccr-6 CnUC ADDRESS: CITY:r, ZONING DISTRICT: ----'CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N 13P,5W -Z/C/0 Z-off , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO _/BP , / -Z/C/0 Z- , INFO /�l 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 anytime a8c REQ. LOT SIZE: ACT. LOT SIZE:0?003'(REQ. LOT COV. ACT, LOT COV. REQ. FRONT PROP. FRONT REQ SIDE ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: -MD PrL-r ESTIMATED PROJECT COST: ARCHITECT bs WATER FRONT? AYD DESCRIPTION: - -� DIEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLI{COUNTY HEALTH DEPT: YES ora, (BED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o1® NEW PORI{STATE DEC: PRE-DEC 9/1/75 YES o<L�D DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES orDTE / / PERMIT #: TOWN ZONING BOARD APPROVAL: YES o1 DTE: / / PERMIT #: TOWN PLAN. BOARD APPROVAL: YESDTE: / / PERMIT #: TOWN HISTORICAL PRE (SPLIA):,. YES o� NENV YORK STATE CODE COMP IANCE (SEE PAGE 2): dE or NO NOTES- *()GEEE�t"A . FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1• ( —SF)- ( SF)= SFX $ =$ +$ +$ = $ 2. L____---SF)- ( SF)= SF X $—=$—+$ +$ = $ 3. ( SF)- (_SF)= SF X $ _$ +$ +$ _ $ FINAL TOTAL: $ )Sb NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC SIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MP , Seis�Zy: Category:B Weathering: ere Frost Depth: 36" " Ter •te:M-H S-M Sev p esign Temp: II_�ce Shield Underlay: YES 17 Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: ✓ TYPE OF CONSTRUCTION: SIGN CRITERIA: ENGINEERERXWAC kA FULL FRAMING DESIGN ELEMENT HEADERS: Y/N 'MALL 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 LIVE: Y/N DEAD: YIN SNOW: YIN SEISMIC: Y/N WIND: Y/N WIND�,/ISSLE W AND DOOR SCHEDULE: TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: '/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAMU/N LOCATION OF I'II2L PROTECTION EQU IPMENT: /N TRUSS DESIGN: Y/P k lA CERTIFICATION: Y/P NIA ENERGY CALCPIENCE /N TOTAL COMP /N (RETURN TO PAGE ONE) BUILDING DEPT. NSPECTION [ Z40OXFOUNDAITION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REM#WE : afv4i(evh�— N.- -l/ an DATE �� IN8P 7 3 BUILDING DEPT. INSPECTION [ ] F DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: Q°t' T DATE � � O INSPECTOR T65-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ GH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE INSPECTOR . 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [i--�ROUGR PLBG. [ ] F0yNDAT10N 2ND [ ] INSULATION [ ✓T FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: a v � O DATE Y .3 INSPECTOR M.ieoz suauINa oar. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE fl CHIMNEY REMARKS: DATE 113 INSPECTOR FIELD INS�ECTIOI�BEPOIU DA COMMENTS .„. � r FOUNDATION(1ST) © e C 1 06 FOUNDATION(=-D) to z fool it Coor 'ROUGH FRAMIl!iG& � PLUMBING a /01 INSULATION PER N.Y. n y STATE ENERGY CODE c 1 FINAL t ay. ADDITIONAL COMMENTS . z• oy r x t7 Po ' es and fntmded use and 0=pmey dproposed ;fie wig Use and oemaney of mmis - a, Foisting use ando0MOncy Single faMi b. .jntended Use and occupancy new ad Add• X= Alteration_ latae of work(check which applicable):New OthOII - Zepair Removal Demolition (D� °II) gamed Cost $3 0,0 0 Q.0 0 Fee hcxtion) (to be paid on filing this�'P units 1 Number of dwelling units on each floor [f dwelling'number of dwelling existina __ If garage, number of cars r If business, commercial.m'wed occupancy, specify nature and extent of each type of use. stn ctu res,if any:Front 5 6 Rear 56, DepthX34 4�� DunensYons of exzstmg Height 26' Number of Stories ,2 72 Rear Dimensions of same structure wi72 ' th alterations or addi�ons: Front ' 34 qn - Height 26 ' Number of Stories• 2 Depth Dimensions of entire new construction: Front Rear Depth Height Number of Storle�s Size of lot Front 160 Rear i 6 0 ' depth 12 5_ Date of Purchase Name of Foaner Owner . Zone or use district in which premises are situated . Does proposed construction violate any zoning law, ordinance or regulation: W ll lot be re- _-_--V e s-- — Will excess fill be removed from premises: . NO . Names of Owner of pxemises Ralph passaroAddress . PhoneNNo. Name of Architect Address Phone No Name of Coctor inla Address Phone No. 298 9696 �rttand HOmPG - Is this property within 100 feet of a tidal wetland? *YES NO � £ • IF YES, SO=OLD TOWN TRUSTEES PERMITS MAY BE REQUIltED Provide survey, to scale,with accurate foundation plan and distances to property lines. If elevation at any poiirt on prop etty is at 10 feet or below,must provide topogmpbical daft on survey. ATE OF NEW YORE S )UN'I'Y OF Robert Hiltz being duly swo=i deposes and says that(s)he is the applicant (Name of individnal signing contract)above named, /He is the contractor (Contractor,Agent,Corporate Officer,etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; r#all statements contained in this application are true to the best of his knowledge and beliefs and that the work will be rfoimed in the manner set forth in the application-filed therewith. rola to before me this day of _200S NotaI7 Public Signature of Applic2&, BARBARA ANN RUDDER Nary Public,State of New York No,4855895 Qualified in Suflolk County ;.., commission Expires April TOWN OF SOUTHOLD J5UIWINU Fh Ml'1'A FL1UA!'1UN CHECK B` nJftG DIPARTM +�TTT Do you havvo or nisei tbo fo llawbi&bdoro app: TOWN HALL Board ofHoaltb SOIITHOLD,NY 11971 3 sats of Plans TEL: 765-1802 Survey PWYnT N0. 0\9?36 z Chocl �{7 Sly Soptio Face N.Y.S.DYM Examizwa T�ustoos d i 1!�- 20 '3 Contact Approved 'f 20� Mail to: Disapprovod a/c Phone: 298-9696 BmZding r APPLICATION FOR BUILDING PEPIMT, Dato. 8/26/03 , 20_ INSTRUCTIONS a.This application MUST be coaplotoly Mod in by typowzttcr or in ink and submitted to the Building Inspector wit sets of plans,accurate plot plan to scala Fee awording.to schedule. b.Plot plan showing location of lot and of buildings on promises,relationship to adj of r iing premises or public strec u areas, and waterways. c.The work eovcred by this app}ication may not be commenced before issuance of Buildiag Permit d.Upon approval of this application,the Building Ymspector will issue a Building Peuuit to the applicant. Such a pen shall be kept on the p= isos available for inspection 4=1;ewut tho work. e.No building shall be oeaapiod or used in whole or iu part for any purposewhat-so-ever ust1 a Cc rdEcatc of Occul is issued by the j54flding Inspector. APPLICATION IS IMPMY MADB to the Building Departmcut for the issuanoc of a Building Permit pursuant to tt Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and othrr applicable Laws,Ordinances or R.cgulaxions,for the construction of buildings,additions,or alterations or for removal or demolition as herein descled. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit smthorized inspectors,on pizsnisas and is building for noccssary'inspcctions. Inland Homes Inc. (Signat=of applicant orname,if a corporadm) PO Box 117.,Mattituck,N.Y. , 11952 (Mailing addrm of applicant) State whether applicant is owner,lessee,agent, architect, engineer, general contractor, electrdcian, plumber or buYlde Builder Name of ownerofpremises Ralph & Jill Passaro (as on.tho tax roll or latest deed) If applicant is a corporation,signature•of duly authorized officer Rrihnr* u; 1 t-!7 (Name and title of corporate officer) Buwkiers License No. 19736—HI Plumbers License No. 2451—P Electricians License No. 3 6 3 5—E Other Trade's License No, 1, Location of laud on which proposed work will be done: 875 Deerfoot Path,Cutchouge House Number Street Hamlet County Tax Map No. 1000 Section 103 Block 04 Lot •06 Subdivision Moose Cove Filed Map No �' '; ' r, a i SCDHS REF # RAO 98 0056 VACANT ANY ALTERATIwON OR AARITIAN TO TNS SLWVEY IS.A VIOLAnW OF SEC naV 7209 Of TUf NEW YOW STATE MJCA rXW LAW 7 EXCF.Prr AS PO SECTOW 7209-SLMWM IW P. ALL CF 7*rA�TVM LOT , Wok ARE VALD FOR TM MAP AND COPES TMWOP OAL Y,F 125•°°_ SAV �ATE PARRSrW SSED SEAL OF TFE "VEYGSR ADDITIONALLY TO COMOL Y WITH SAD LAW THE TEAJW 'AL TERED BY, M ^ E, (.nMUST BE USED BY ANY AND ALL SURVEYORS UTXRM A Y 54OF ANOThER WKCT90"AAV 76 12° �NOT AN CaWLIANCE AS LAN. N. cr. o � 6.g ` O am famlllor with the STANDARDS FOR APPROVAL — SMAW AND CONSTRUCTION OF SUBSURFACE SEWAGE Dv� g� < DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES w�y and w#1 abide by the condlflons set forth thereln and on the m permit to construct. M o $ 3.0. O s•9' r " The locations of wells and cesspools 4&0' - shown hereon are from field observations " " and or from data obtained from others. r+• so G M 38 LO- SUR VEY OF �. LOT 8 - 'U4P OF A400SE COVE" rn � 105.00 , FILED AUC 30, WO FM NO 3230 AT EAST CUTCHOGUE �.�T•g t , °• W. TOWN OF SOUTHOLD a s. 76'5°2 SUFFOLK COUNTY, N. Y. 9 *01111 VW - W - 04 - 06 LOT SCALE: 1"= 30' °10 VACANT APRIL X 1998 C.P. AUG l8, 1999 ( conc. foundation I FEB. 9, 2000 ( finof 1 1 - _TRAIL 1 o MpOSE NEW y ~ t•��sj LIC. NO. 49618 r c ELEVATIONS ARE REFERENCEDEC TO AN ASSUMED DATUM (63/ X 765 - 1797 AREA = 20,000 SqL ft SOU �.... r •• 496`' LA - 163 i SCDHS REF # R10 96 0056 ® � VACAfo ANY ALTERATION OR ADDITION TO DIS SURVEY AS A VIOLATION `I 11 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW " 1 EXG TAS PER CTION "209-SUBPIVASION R. ALLL CERTIFM.'A�TIO T , HCR ARF• VALS FOR TW.^• V p ANP CpptES THEAEpF ONLY /FNS _ _ _ _ _ _ _ _ _ 1 L� �7z�,4O0 1 SA/0 MAI' ON G'OPIES PEAR THE IMPRESSED SEAL OF THF. SURVEYOR -- - a3s , lTncvEa°f�n,sa� --- Fl.Za 14USTIONALLY' R COMPLY AL SSI LAW THE TERM ALTEREp dY" 1 1 MUST BE USES R ANY AND ALL SU AS SUCH AS NINE A V.A 1 11 74" E. -""'��• — 7J ANOMER SURVEYOR'S MAP. TERAAS SUCH AS yNSPECTEANO 11 ` N 76°50 �' 'd/tOP/4M•TC•PATE'ARE NOT/N COMPLIANCE WITH THE LAW. �_ O 11 0,.le.e• 11 C ` .c .y m11 iLI6a 1 `11 �') C m 'n I am familiar with the STANDAROS f-UR APPROVAL AN[) CONSTRUCTION OF .SUBSURFACE, .SFWAG'E -- N 'ra14' dtr^ti AylvEzar) _ 1 I,• '.1C;'y; - `,� DISPOSAL .SYSTEMS FOR SINGLE FAMILY RESIOFNCES ci ----- - ood wNl abide by the conditions .set forth lherein and on the SIl perm// to construct. Cil s 1 The locations of wells and cesspao/5 11 shown horeon are from field observations 1 oaa'_ ._ and or train data obtained from others, 1 11 X11•�� 111 50' 1 1 p b G m LL's is L SURVEY OF LOT B W, ° �� —'' "MAP OF MOOSE COVE" 25.OD' F/LEDAUG. 30, 1960 FILEN0.3230 111 AT EAST CUTGHOGUE p W, J TOWN OF SOUTHOLO CUcFOLK COUNTY NY 1000 - 103 - 04 - 06 LCT SCALE 1"= 30' \o VACANT APR# 1, 1996 11 c '1 +f•P' At IG. l9, 1999 ( none. foundoliun 1 FF_B. 9, 2000 1 final 1 1 , 1 , A'L ® SE O �, F NEWS 0 5 ® rnerYc 7'.p C.lC. NO, 49618 0 3 11 f'.LE VA TIONS ARE REFERENCED PEC NI U G7R•b TO AN :1.SSl/A1ED D.47UM XX 5 - 1 qX 1 765 - 1797 P. (' B X AREA = 20,000 sq. ft. ou A hN %R - 163 O1Fi I . . y 11 ALL CONSTRUCTION SHALL OCCUPANCY OR l 11 GENERAL NOTES : ��w � ,U MEET THE REQUIREM�g QFTNEI 1, ALL WORK INCLUDING ELECTRICAL TO CONFORM TD STATE, TOWN �5 y� �t w TABLE 3.1 (NAILING SCHEDULE) CODES OF NEW YON STATE, USE IS UNLAWFUL "x4hig"g_ OR COUNTY CODES HAVING JURISDICTION, x - WITHOUT CERTIFICATE. 2. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATION$ BEFORE . v°i'e�j �� . JOINT DISCRIPTIDN # OF NAILS NAIL SPACING APPROVED AS NOTED STARTING YORK AND REPORT ANY DISCREPANCIES TO THE ENGINEER F tiFQ!• °d '„ OF OCCUPANCY ON RECORD. NO DIMENSIONS TO BE SCALED. o z w W w a- DATE: 9'16.3 B.P.I 2`1�34^is �019-6 „ �x ROOF FRAMING w 3, THE CONTRACTOR SHALL ERECT ANY FENCING, SHORING, BRACING, LIGHTED WARNING SIGNS AS REQUIRED DURING CONSTRUCTION. 6w.E'cid, „ 65 - 7DPfL M/�/�n Zq0/��A NIA RAFTER TO TOP 'PLATE CTGE-NAILED) 3-8d PER RAFTER NOTIFY BUILDING DEPARTMENT AT �WD(A/lt� HAD SPACE CONFORMING WITH PART 303 uaHaCo "` CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-801 PER JOIST COMPLY WITH CHAPTER��" 4, FOOTING MUST REST ON VIRGIN SOIL WITH 2 TON CAPACITY ' CEIILING TO PARALLEL RAFTER (FACE-NAILED) 3-16d EACH LAP 7fi5-1802 AAM TO 4PM FOR THE SECTION: 303x1 "LIGHT & VENT USE' PART 109 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 3-16d) EACH LAP FOLLOWING INSPECTIONS: FLO0 DAMAGE PREVENTION MINIMUM, ' - DOLLAR .TIE TO RAFTER (ERCE-NAILED) 3-Bd PER TIE 1. FOUNDATION - TWO REGIARED SOUTHOLD TOWN CODE. SECTION, 1009.2 'OPENING FOR EMERGENCY USE" 5, ctlrlcRErE Tp HE A MINIMUM OF 2500 P.S,I, UNLESS OTHERWISE BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END FOR POURED CONCRETE LEGEND, FUR = EGRESS NOTED. ii RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END 2, ROUGH " FRAMING A /LU I NII 6, CONCRETE FOUNDATION WALLS TO HAVE PROPER SHORING AND ,t•,r, WALL FRAMING, 3. INSULATION SPACE AREA BRACING UNTIL PROPERLY CURER , 4 FINAL - CONSTRUCTION HAB. TOTAL SF LIGTH SF VENT SF EGRESS S.F LIGTH SF VENT SF EGRESS LiiTOP PLATE i0 TOP PLATE (FACE-NAILEID 2-1601 PER FOOT BE COMPLETE FOR C.O. SPACE - SD, FT REO'D REp'D REO'D PROP, PROP, PROP 7, CONTRACTOR TO PROVIDE LINTELS AND OVERALL OPENINGS AS TDP PLATE AT INTERSECTIONS (FACE-NAILED) I 4-16d JOISTS-EACH SIDE ALL CONSTRUCTION SHALL THE LIVING ROOM 180.28 14,42 7,21 5,0 41,56 18.86 5.03 REQUIRED, STUD TO STUD (FACE-NAILED) 2-1601 16- a.c, HEADER TO HEADER (FACE-NAILED)' 1601 16' o.c, ALONG EDGES REQUIREMENTS OF THE CODE( HEMI S. PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS TOP TO BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2 X 4 STUD YORK STATE. NOT RES WINTRY 156.41 S.F DINING ROOM . 217.93 17.43 8.71 5,0 51.78 16.16 4.36 SEALED ALONG PERIMETER WALL. ' 3-16d PER 2 X 6 STUD DESIGN OR CONSTRUCTION I V ING ROOM 180.28 S,F 4-160 PER 2 X 8 STUD BREAKFAST 148.31 11,86 5.93 5.0 31.64 15,7 12.0 BOTTOM PLATE TD FLOOR JOIST, BAND JOIST, END JOIST 2-1601 PER FOOT DINING ROOM 217.93 S,F 9, THE ENGINEER NAS NOT BEEN RETAINS➢ FOR INSPEC7IDN OR KITCHEN 175.19 S,F FAMILY ROOM 381.33 30.50 15.25 5.0 86,04 57.2 12.98 SUPERVISION OF WORK, r ' OR BLOCKING (FACE-NAILED) • FLOOR FRAMING UNDEflWflITEHSCEBTIFICATE BREAJlFAST 148.31 S,F STUDY 50.34 12.02 6.01 5.0 34.26 17.07 8. S0, ALL STEEL TO BE ERECTED AS PER MANUFACTURE'S RECOMMENDATIONS AND CONFORM TO A1,S,C, (LATEST EDITION), ill REOURED FAMILY ROOM 381.33 S,F11 J'I ^' JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-801 PER JOIST MASTER BEDROOM 226.19 18,09 9.04 5.7 31.28 15,05 5,03 11, ALL STRUCTURAL LUMBER TO BE 1450 P.S.I. MINIMUM AND ' BRIDGING TO L, TOPTPLANAILED) 2-801 EACH END GARAGE 475.85 S,F MODULES OF ELASTICITY OF 1,700,000 P.S.I. MINIMUM. =t4"' .' BLOCKING TO JOIST (TOE-NAILED) - 2-801 EACH END BEDROOM q 2 169.08 13x52 6.75 SJ 17.68 9,9 4.92 n,. ' BLOCKING Tq SELL OR TDP PI,AYE (TOE-NAILED) 3-]601 EACH BLOCK DO NOT PROCEED WITH BEDROOM #5/STUDY 150:34 S•F _ (Q 12, STUDS TO BE DOUBLED AT THE SIDES OF OPENINGS IN EXTERIOR LEDGER STRIP TO BEAR (FACE-NAILED) 3-1601 EACH JOIST FRAMING UNTIL SURVEY PANTRY 22.99 S,F BEDRROM N 3 180.52 14.44 7.22 5,7 17.68 9.9 4. , \ WALLS AND BEARING PARTITIONS. NOT STUDIO BE CUT MORE THAN ^ ,`y;,", . I JOIST ON LEDGER TO BEAM TOE-NAILED) 3-8d EACH JOIST OF FOUNDATION LOCATION BATH 1ST. FLOOR 39.28 S,F 1/3 ITS DEPTH, BAND; JOIST TO JOIST (END-NAILED) 3-16d PER JOIST HAS BEEN APPROVED, BEDROOM N 4 263.04 21,04 10,52 SJ 25.59 14.48 5.36 BAND JOIST TO SILL 13R TIP PLATE (TOE-NAILED) 2-16d PER FOOT W.I.C. 1ST FLOOR 40.55 S,F V FLASHING TO S, PROVIDED AT ALL ROOF PENETRATIONS, PIPES, MASTER BEDROOM 226:54 SIF VENTS, SKYLIGHTS, CHIMNEYS AND ROOF VENTILATIONS F SLOPE, Li "'f•''' ROOF SHEATHING � ?0 HE PROVIDED AT HIPS; RIDGES, VALLEYS, CHANGES OF SLOPE, MASTER WILCO 65,21 SIF PROPOSED WINDOW SPECIFICATIONS GABLE ENDS AND TOPS OF FOUNDATION VALES. vJ ` ill1. STRUCTURAL PANELS Bd 12' o,C, - CERTIFICATION OF MASTER BATH 115.30 SF FOR WIND- BORNE DEBRIS REGION 14, CONTRACTOR TO PROVIDE THRU+WALL FLASHING OVER ALL W z DIAGONAL HOARD SHEATHING LAUNDRY 7O,4E SIF LEGEND, EGR = EGRESS EXTERIOR WALL LINTELS AND UNDER WINDOW SILLS. -' rh V X 6. OR I' X B' 2 : :: PER SUPPORT NAILING & CONNECTIONS - 1 " I' X SO OR WIDER 3-Bd PER suPPORT " REQUIRED. BATH # 2 58.60 S'F '?I"' ' CEILING SHEATHING BEDROOM # 2 169,0E S,F SYMBOL UNIT• ANDERSON MODELS 'SERIES 400' SF LIGTH S,F VENT SF EGRESS AL CONTRACTOR COP TO PROVIDE SPANDREL WATER PROOFING UNDER M w ,'••. PLUMBING QUANTITY PROVIDER OR wEQUAL ALL SILLS, COPINGS, WINDOW AND DDDR HEADERS, LiJ u F^.' ' �( GYPSUM WALLBOARD Sd COOLERS T EDGE/ 10' FIELD ALL PLUMBING WAS BE'DRQQM # 3 1E0.52' SIF A 6 TW 2856 11,22 5.05 503 16, ALL BRICK WORK TO BE LAID IN PORTLAND CEMENT 1.3 MIX. Irl a 3 I AWATERLINESME BEDROOM # 4 263,04 SF .J zI WALL SHEATHING TESTING BEFORE COV IMO BATH # 3 62.00 SF B 7 TW 24$6 9.56 4.38 . 4.36 AL CONTRACTORAND RESPONSIBLE FOR SIZE OF ROUGH OPENINGS FOR n T11� FF�� fT1IfI1IR2 � ��7d�2 ALL DOORS AND WINDOWS.-COMPLY WITH ALL CODE$8� C 2 TW 2056 7,89 3.70 3,68 18. EXISTING BUILDING TO BE PROTECTED AS REQUIRED. 0o' STRUCTURAL PANELS Bd 12' o,c HALL 2N v S'F ( ,FIBERBOARD PANELS _ _ I9. THE DRAWINGS ARE NOT TO BE SCALED FOR DETERMINED DIMENSIONS. W w FQ7/16• 6d 3' EDGE / 6' FIEL➢ D 2 DHP 31052 16.87 THE WRI7TEN DIMENSION IS THE ONE THAT GOVERNS UNLESS THERE IS A 2 K $ • , „ - 25/32' 801 3' EDGE / 6' FIELD PLUMBER CERTIFICATION AS REQUIRED AND CONDITIONS OF DIMENSIONAL ERROR ON THE DRAWINGS. IF THIS OCCURS, CONTRACTOR SHALL m GYPSUM WALLBOARD 001 7' EDGE / 10' FIELD E 1 TW 2046 6,31 3J 3.68 NOTIFY SAME WHEN A DIMENSIONAL ERROR OCCURS. IF CONTRACTOR DOES HARDBOARD Bid 12' G.C. ON LEAD CONTENT BEFORE - NOT NOTIFY SAME THE CONTRACTOR WILL BE NEGLIGENT OF NOTIFICATION AND z I PARTICLEBOARD � 801 12' G.C. CERTIFICATE OF OCCUPANCY SOUDlOLDTOWN2BA F 2 CTC 2 4.8 WILL ASSUME ALL RESPONSIBILITY THEREAFTER, Z ��` DIAGNONAL BOARD SHEATHING SOLDER USED IN WATER SOUTHOLDTOWN PLANNING BOARD G TV 38 1838 9,9 9.9 20. THE ACCOMPANYWG DRAWINGS AND SUBSEQUENT NOTES ARE IN CONFORMING T 9 - V X 6- OR I' X 8' 2-801 PER SUPPORT SUPPLY SYSTEM CATER SOUiHOLOTOWNTAUSTEES WITH BASIC REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. IN ' I�"r" 1' X 10 OR WIDER 3-801 PER SUPPORT /� °:?j; H 1 DHP 31042 1333 - - ADDITION ALL INFORMATION AND DATA FINISHED ID' THE OWNER SUCH AS-TEST 0 0 k5 d� . Il' ,I " FLOOR SHEATHING EXCEED 2/IO OF T%LEAD. N.Y.S.DEC BORINGS, SURVEYS ANO ANY DEEB RESiRICT10N5, HAVE BEEN INSTRUMENTAL IN -3 a o 1�,",++ / I 1 TW 3852 15.14 8.23 8.21 PREPARATION OF ALL THE WORK. " '1 STRUCTURAL PANELS qS SHOW OR 21. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT ' 3 . ' !. 1. OR LESS Bd 6' EDGE / l2' FIELD PROPOSED DQIDR SCHEDULE J 5 TV 21042 8,84 4.95 4.92 Oy� 'SELECTED BY HOMEOWNER THE SITE PRIOR TO THE START OF ANY WORK ANO HE/SHE SHALL LL GREATER THAN 1' 601 6' EDGE / 6' FIELD FAMILIARIZE THEMSELVES WITH THE INTENT OF THESE PLANS AND MAKE DIAGN13NAL BOARD SHEATHING K 2 iW 21046 9,64 5.39 5.36 SUCH WORK AGREE WITH THESE PLANS. 1 iJ , 1' X 6' URI' X8" 2-801 PER SUPPORT NUMBER UNIT SIZE TYPE 'H,L H,R LOCATION J 8 2IS IF IN THE COURSE DI ATED ON A CONDITION CONTRACTOR WHICH �', 1' % 10' OR WIDER 3-801 PER SUPPORT pUANTITY NOTEI DISAGREES WITH THAT INDICATED ON THESE PIANS THE CONTRACTOR ,rr'{, SINCE THIS IS A WIND BORNE ZONE AS DETERMINED BY SHALL NOTIFY THE ENGINEER. SHOULD THE CONTRACTOR FN1, TO FOLLOW "- 1 1 3068 LOAN 1 AIN ACCES THE BUILDING DEPARTMENT, WOAD STRUCTURAL PANELS THIS PROCEDURE AND CONTINUE WORK, AE/SNE SHALL ASSUME ALL THE . .T,'*, - WITH SECURING CLIPS SHALL BE PROVIDED OVER ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM, CONDITIONS INCLUDE BUT n \"'(;-,• ' - 2 1 2068 GLASS L - TO PATIO NEW GLAZL-J OPENINGS. NOT LIMITED TO ERRORS, INCONSISTENCIES OR OMISSIONS. IF CONCEALED 1' a R9O5,2S FASTENERS AS REWIRED.PROVIDE WOOD STRUCTURAL PANEL$ OVER OR UNKNOWN CONDITIONS AT THE SITE WHICH ARE (A) SUBSURFACE OR .N r�N�, FASTENERS FAR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL STAINLESS STEEL, 3 1 3068 GLASS 1 TO PATIO ALL GLAZED "OPENINGS AS PER SECTION R 301,21.2 (EXCEPTION) PHYSICAL CONDITIONS WHICH DIFFER MATERIALLY FROM THOSE INDICATED INbi ° . ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAUGE SHANK W/ A MN, 3/8' HEAD THE DRAWINGS OR (B) UNKNOWN PHYSICAL CONDITIONS OF AN UNUSUAL r ASTMF1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND q 1 2868 LUAN 1 T TO GARAGE TABLE 1609.1,4 e, q, c NATURE, WHICH DIFFER MATERIALLY FROM THOSE ORDINARILY FOUND TO m i`rs ,', A MIN, OF 3/4' INTO THE ROOF. SHEATHING, WHERE THE RpDf SHEATHING IS LESSIL '':.- THAN 3/4' THICK. THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING 8905.26 5 ] 2668 LOAN 1 TO BASEMENT WINDBDRNE DEBRIS PRDPTECTIDN FASTENING SCHEDULE OFIST AND GENERALLY RECOGNIZED AS INHERENT IN DOCUMENTS TS ACTIVITIES OF THE CHARACTER PROVIDED FOR IN THE CONTRACT DOCUMENTS THEN 'a ASPHALT ROOF SHINGLES SHALL HAVE A MIN, DF SIX FA$TENERS PER SHINGLE FOR WOAD STRUCTURAL PANELS NOTICE BY THE OBSERVING PARTY SHALL BE OWEN'TO THE OTHER PARTY In `;CIS+' W14ERE THE ROOF IS IN LINE OF THE FOLLOWING CATEGORIES - THE BASIC WIN➢ FASTENER SPACING (Inches) PROMPTLY BEFORE CONDITIONS ARE DISTURBED AND IN NO EVENIT LATER i, , SPEED PER 'R3D1:2(4) IS Ila MPH OR GREATER ANTI THE EAVE IS 20' ABOVE 2 FEET L 4 FEET < 6 FEET ' THEN 15 DAYS AFTER FIRST OBSERVANCE OF THE CONDITIONS. e +:I^, GRADE RII FOR ROOF SLOPES FROM TWO VERTICAL 'UNITS IN 12 LIMITS. A' ii"f HORIZ.'� UP T FOUR UNITS 'VERT• IN 12 UNITS HORIZ. UNITS SHALL BENCE PANEL SPAN PANEL SPAN PANEL SPAN PANEL SPAN 23 SMOKE DETECTORS AS PER 8317, W +{ TWD LAYERS ADESIGN MERICANRFORE FOREST PAPERDASSOCIAT ON. (gFAPA) FASTENER TYPE <_ 2 FEET ? 4 FEET 1 6 FEET' L B FEET lyk - WOOD FRAME CONSTRUCTION MANUAL 2-1/2 # 6 WOOD SCREWS 16 16 12 9 �� . ' FOR ONE L' TWO FAMILY DWELLING. (WFCM) 1995 EDITION - 0 - IIn A, COMMON OR ,BCI% NAILS ARE PERMITTED TO BE USED EXCEPTIWHERE OTHERWISE STATED 2-0/2 N 8 WOOD SCREWS 16 16 16 12 _ r' ' H. NAILSSPACEA:AT 6''t]C AT EDGES, 121 AT SINTERIr4.��DIATE SUPPORTS E%CEPT 6' AT SUPPORTS . ' CONCRETE NOTES . 110 II ' WHERE SPANS ARE 48,' DR MORE: FOR NO OF V3120 STRUCTURAL PANEL AND PARTICLE "IA"0 `" BOARD SPANS MS 'AMB SWEAR IRC FU REFER TO SECTION 2305. NAILS FOR WALL SHEATHING - - a, THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 mph , , '� .' ARE PERMITTED TO BE COMMON, I:S OR CASING. THESE PLANS AND SPECIFICATIONS TO THE BEST GF.MY KNOWLEDGE BELIEF AND AND MEAN ROOF HEIGHT OF 33 FEET OR LESS. i, ALL FOUNDATIONS ANO FOOTINGS SIZED FOR BEARING ON VIRGIN// U) II C, CQMMpN OR DEFORMED SHANK. PROFESSIONAL JUDGEMENT ARE IN CUMPI:[ANCE WITH'THE RESIDENTIAL CODE UNDISTURBED 501E AT MIN., BEARING CAPACITY OF 2 TONS PER S0. fT. "" a M' ' A. COMMk7N. IIF NEW YORK STATE AND AS PER R301,21 DESIGN CRITERIA ARE DESIGNED b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL MIN. 3'-D" GROUND COVER FOR ALL EXTERIOR FOOTINGS AND WALLS. r n I '�I?i,;. E. DEFORMED ,SHANK• 1N ACCORDANCE WITH THE AMERjCAN FOREST AND PAPER ASSOC, (AF&PA) WOOD PANEL. , - - I N ({�,r{"' F. CORROSION RESISTANT SIDING OR CASING NAILS• . FRAME CONSTRUCTION MANUAL FOR 1 A 2 FAMILY DWELLINGS CWFCM) AND THE 2. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI - '"I';,.' G. FA'STENERS BRACED 3. OC qT EXTERIOR EDGES AND 6' OC AT INTERMEDIATE SUPPORT. AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND • c. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE AT 29 DAY TEST. THE MIX DESIGN SHALL 8E 5U&AITTED TO THE ENGRJE�R T'I H. CORROSIIIN RESISTgNT,RpOETNGNAILS WITH 7/16' DIA HEAD AND 1 1/2' LENGTH FOR 1/2' OTHER STRUCTURES (ASCE 7-93) ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM FOR APPROVAL PRIOR TO THE START OF ANY CONCRETE PLACEMENT. SHEATki1NG ANDA` 3>4'' LfNGTH FpR 20!32' SHEATHING, WITHDRAWAL CAPACITY OF 490 POUNDS. 3. ALL CONCRETE OR MASONRY WORK SHALL BE PERFORMED A7 NO LESS ° I �)n CtiRROSIgN RESISTANT $TAPLES WITH NpRM1NAL 7/1G" GROWN AND 1 I/8' LENGTH FOR 1/2' 2 - J {, II � HEATHING AND 11/2' LENGTH FOR, 2IIL32" SHEATHING, PANEL SUPPORTS AT 16' (20' OF STRENGTH NOTID N A 3302 THAN 40 DEFREES F. NO CONCRETE SMALL RE CAST ON FROZEN GROUND. F AXTZ IN 'THE LONG DIRECTIp� OF THE PANEL UNLESS. OTHERWISE MARKED) DRAWING PURCHASED FROM'ATLANTA PLAN SOURCE, INC. 4. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE"WITH THE Q a d i \ j. CASING QR FINISH NAILS SPACED 6' ON PANEL:=EDGES, 12' Al INTERMEDIATE SUPPORT, HYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, r{ �. K. PANEL SUPPORT'S AT'.24' OC CASING OR FTNISM'NAILS SPACED 6' ON PANEL EDGES, 12' A7 INC, ALPHARETTA, GA, 30009 CURRENT EDITIONS OF ALL PERTINENT CT 301(. CONCRETE INST1tUTE _ 41 I INTERMEDIATE' SUPPORTS. STANDARDS INCLUDING ACT 318 AND ACT 301. El- 11 5 L. FOR'RQQF SHEATHING APPLICATIONS, BD NAILS ARE THE MIN, REGC FOR WOOD STRUCTURAL 5. ALL REINFORCED STEEL SHALL CONFORM 70 SPECIFlG.TIONS FOR � 5 .i � ' ',I" - PANELS, G • A.S.T.M. A615 GRADE 40 WITH EPDXY COATING (A.S.TM. A775 GRADE 60). q� - M,'STAPLES 'sHAi.L HAVE MIN, CRDWN WIDTH OF 7/16', W � � Y �� / M, FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 OC AT EDGES, 8' AT 6. ALL REINFORCED STEEL SHALL BE PLACED, CUT AMERICAN BENT INTO .1 IINTERMEDIATE SUPPOORTS, ' ' ACCORDANCE THE THE CURRENT EDITIONS OF THE AMERICAN STANDARDS G O, FASTENERS'"SPACED'4. OC AT EDGES, B' OC A7 ]INTERMEDIATE SUPPORTS FOR SUP17WOR AND INSTITUTE AND THE CONCRETE REINFORCING STEEL INSTITUTE STANbARpS '1'{ WALL SHEATt4 NG' AN➢ W OC AT EDGES, 6' AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING, AND PRACTICES. . ji 'P., FASTENERS SPACED'4' PC AT EDGES, B' AT INTERMEDIATE, 7. ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER AS 0 S '�" O ' SPECIFIED BY THE PERTINENT ACT STANDARDS ANS AS FOLLOWS: AI FORMED CONCRETE NOT EXPOSED TO WFATHER... ........ ....3/4" '- n NJ "" y I TOP'REINFORCING IN SLAB.............. .............I ..... I........... . INIMUM UNIFORM' DISTRIBUTED DESIGN LOADS TABLE R 301 .2 (1 ) BOTTOM REINFORCING ICOR IN SLAB ED TO EAT ER UNU/2' I Q ''I MINIMUM TO TAME 301.1 OF TW OE3IDFNiuLL �E Or:NEW Yua STATES 4 � �r( USE LIVE LOAD DEAD LOAD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA uwFa CONCRETE os WEATHER oa caa ...3 °, EXTERIOR BALCONIES 60 PSF 10 PSF 8. WIRE FABRIC TO BE ELECTRICALLY WELDED AND TO HAVE AN ULTIMATE �" GROUND WI<VD SEISMIC UBJECT TO DAMAGE FROM 1 2 WINTER ICE SHIELD TENSILE STRENGTH of 7Q,TE ST r .DECKS . I 40 PSF IP PSF g FOUNDATION CONCRETE TEST CYLINDERS AND INSPECTION TE �{ ''I'' PAssENGER VEHICLE GARAGE so a,PSF AS PER PLAN SNOW SPEEDI (MPH) DESIGN WEATHERING FROST LINE TERMITE. DECAY DESIG UNDORLAYMENT AZAR REINFORCEMENT AND PouLtlNcoF cor4caETE To BE TAKEN AND TESTED As ii rI LOAD CATEGORY DEPTH TEMP R UIRED REQUIRED of LOCAL AUTHORITIES. QROTLssloyq/ r ,, ATTtts WITHOUT, STORAGE .(ROOF BELOW 3 PITCH) 10 PSF id PSF 45 PSF 1:20 C , EWERS 3 FEET MODERA LIGHT AO 11 ' 'YE Fl�OOD P ONE AND ALL WOOD 5LL10 ALL LUMBER 5 ONFFOUN ACTWITH CONCRETE LETO BE C.C.A.HALL WITH SS/i DIAMEETER, � �I"'. ��'1 ��`r., =� ATTICS WITH STORAGE „ (ROOF BELOW 3 PITCH) ' 20 PSF w PSF TO HEAVI' ,LIGHT ANCHOR BOLTS 6'0" O.C. y .'f ^i , rn '-" '" 'I IMwy -ROCNSL OTHER TH; N SLEEPING ROOMS ' 40 PSF 10 PSF I ` - I ' SLEEPING ROOMS - ao PSF . 'lo PSF - PRESCRlF)TIWE D I N. O 15 ,;, ��.ss6�b 4ti TMM a w Oraxl Nav4 hµri erAe �dM^ w en STIR , :,. 40 PSF 30 PSF, IIINDIIWS% I r SHINGIJ, TYPE' ORRGS HALL,BE mArumwnt�of Mg rNW 0"OM Tbr (he hewn . .mm , TDF)gEVl y� "1 ALC ANDERSON WINtDOWS ''.LI INCU S` E)(C 14(1 4. "It"00 tl A E, UP -*wuMwl^ = Undpr N.Y,% EUpedDon 'Law Sec. 7208'Sub, 2, '1 ie _ : w 1 R EQUAL T ME T T E'NEW YORK �I F:S.Ip MO ONTAL' AekeffifOe'" .;Orale Propedy of dw,*s1Inp r;M, .IIIpIOLRar pn , n. pMe6e oetln4.',rJnder itie;dlrxEiori ' ,,':iIi ,I GUARTIRA $ ,AND HAND AILS' r 1200 PSF 10 PSF ay, STATE, ;PLANS. MUS $ H N1YomCt{I Tppi ,en lmrr /hm, c 4n ,ppro�fpepAMlonal,encJineerl Ea,,,alGr ryry itlm 'ori „"'s -. ., -. ' R .; 0 THESE 'UNlF"pRM FIRE (PREVENTION A:- CEPt 111Aj:,SO tE:.gUR SP, hN+ N °IkN`',k'pml a.w br WMwtew+lun�aro fi4t ri it;'hn ,;'w If aOY' ite(ri ke w"dltYMd. tha .' �, ,r, .':.' N L1W ND SNOW-LOAD 36 PSF G CODE REGUIR,EMENTS F[Nt THE _ ^SHINGLE$, - n uN, In, a;ur, *01,W;'IpNI�Mbrtl'ae, X: . , RppF . ABS G E GRpU 4A tiS2lE BU4 Dlb ppyy,, -k; ALL BATHROOM k Il(JTCFI FOLLpwINGI ;(WITH FACTiIRY-MhtIED' $QLF-.Ok ' n�,N.Hs., nO kvk M PK ap{kmw ProfeNtriaTMl Peer WIVb"'so'altare,ior ,who.dletje F `f» 'V TE 7T :LIGHT AND,Rk2CVENT1pN B . ` AOWESNE,AND Lp�q,;TY).'G1WE„' "+oPYAOM,Mw1_ef I'+,sM• I w♦d,or M pmt another to":Aa�'�lWN ,_4hei1 Oft tO the IWlfrh.ttle aetll onQ �I r, ,- J. , _ ,MUST' BE EN D A N6co: T. E CWERAGE SNAU,V I:pE/} . Len wM.Ow Wnenti i m?Me, roo Cd'•IM, 'thp ngtotiah;.;`?*Mreo•.by�„followed.by:Ri}!-101 AotBro:, th4 *?1i1 „ . ,arry r r - . r,l : ,, , r x+ fu «4R" w1+ Mgd. yyM� -, ;; ',,, PAR 303. erOt' npr, d 'of'`the a{blrolidh and d•;Npelo)fiai'deNaripTkuhl of ,t!w r ' :l1`.. - OPE,NtNGS. FOR'EMERGENCY USE H Owl"rlhln, lnt y�k ane 'o(''r,. 4w14n agNa', aal1pa a I - r; .PA 7 169 ,°ar_ ',F I pI1 oAwM �wnWk., altMmtlaM. i cif I 11I Iii, tMo* oroomw , ), ON INCLIMEB oF,x 1 ac ES R TWHFdtE'B'ISTALI:B} DYER koM h zNo by.., - ' NNNfAYoFTWQ'•,1XYEk'S, of TYI+E mr; m'Re�a :u „it yi, , U' t , 1 �Llr., i. , , 11 I I 1 . n ul 11 I'll rG „ i, r na.',.. „ w, ',Y „:1'v, .' X1, y S :1 F, ' rel ,. .,r. i,✓, „ 'n '. n Y 1 n 11 I y. yI�+. "1 . _ _ } .'1. ".Ik .L. „ .. , "., y r ,' I„ v, .. „ 1 v , i11 f , 3, - 4 i 1� r UI . 5 ''�1 t' '�r �A' a. a r i• .{r Ili ry ,, I n f ' a d- 'Ir Ii V� 1 • y„ 1. : - , - I " ." „ r r., n „ .r ,., .. ` .r '! : - ,_" _ 14 I'.1 1M,i , 'F l t ' .,on :b7. t , . .,. " i, . ", r .,, t . , ' .. 'I',. „ „ Y, n,. ., ,� -Y 1 ! J,I' II , L'a 1 'I itg ., .. � i. • _ ry I ,� is ., r.,.r n . . ,- .. - .. ,, ,, t. , .., �. : " - 1, -, L ;'i' II' ';1. .,I „ ._,. ., .. _ r, .. ., ., .. , :,,,.,, , I L' .- ., .r i. 1 IA I , I. 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F. ,I e t '" rt .,f;. , k .,q t SV r f 7 t- q,»- .,h , s W ^{ 45 k. -,.. �,r "� �. :, r � ., � : a, �. � . I . s 'f-, , t .. ... . .. - r �, ,r .� .. ., �. � �ri-, 5 ..fr i. ..,•, r o . . ,,, n ,, , r,. . .' � . �� , ',.. ;G, +'z" ft, d ' ^IF' i �'.... �j. "" s, l r, „ , .. „ 1, , '�, t . " . . . . - . . „ ' fn q �Ih .fir: t � � ". '' , , a , IT- ., F �D i{I ll'. IS. h. T „ s r' o . ' ,{ . . � r. , k' 4 x , t, 1 4. 1, I f f' p 1 y [ pe 1 E" 1 IM " I r 11r , y 'tIn oq r t� "°r {gats fig{ I 7'-6 s' , p 14, I l ,y, a 9 t r I J 16tit; 2636 _ t ' 1 - Y, i7 4" CONC. SLAB REINF. N t, W/6X6 # 10 W,W.M � yl (3) 2 X 10 N } �LALLY COL • 12'X12'X12' FTG. Ti J J m U) m _j NCN „ ✓ x (3) 2 X 10 `t 2x10 Joists 16' DC iMv J 11 Id 1 <3) 2 X 10 ^ w - - -- -- o ro BASEMENT U z o . I4' CGNC, SLAB. REINF.r I Z W/6X6 # 10 W,W,M OVER I w o MIL POLYETHILENE 'OVER r a _ I4' GRAVEL 0 $ m N (2) 2' X 10" m ! "_i, FILL IN W/2XID FL. JOIST P X 10 ON PIT. PLATES L-� u LL I a J II Y 0 2z10 joists 18' OC I i o \ ` I I N • � N (3) 2 X 10 b of f N ` L __-_ - ------- - d ff 4" CGNC, SLAB REINF, LALLY CGL. WP o 4 W/6X6 # 10 W,W,M �I 0 0 ^ 3,500 PSI CONCRETE o r N r N 0 ys ° ° PER FT, N _ N 4' CGNC, SLAB �+ANTILEVER BAY Q _ L . 4 , in " am 0 U YL ,3 � W O P-6' T Y N 6SON WINDOWS a [OR EQUAL" THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND AS PER R30L2,1 DESIGN CRITERIA ARC DESIGNED IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOC• (AFLPA) W1313Dof A�THROOM k KITCHENS 7 � FRAME CONSTRUCTION MANUAL FOR 1 6 2 FAMILY DWELLINGS (WFCM) AND THE '�' , 1` MUST BE VENTED TO EXTERIOR. FOUNDATION PLAN ( AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND SCALE: '1/4" = 1'-0" rJti OTHER STRUCTURES (ASCE 7-93) �� NOTEf IIA 3302 DRAWING PURCHASED FROM ATLANTA PLAN SOURCE, INC. BYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, t INC. ALPHARETTA, GA, 30D09 - LEGEND iT NEW WALLS U&3616 THESE PLANS MUST MEET THE NEW YORKEXISTING W� Tp�REMPIN STATE UNIFORM FIRE PREVENTION 8SHINGLE TYPE ROOFINGS SHALL BE Thw dnkn.el draw • haw been pnpo,w w MNgp by ao anBUILDING CODE REQUIREMENTS FOR THE LIMITED TO INCLINES EXCEEDING 4 in•trumord of mvl1=84 "Micas for the enpinser, FOLLOWING,' INCHES PER HORIZONTAL FOOT, EX- uru�e1 A. Apfebmn• P.E. LLP, ascluvhWy. Th Is Under N.Y.S. Education Low Sec. 7209 Sup. 2, it is FOF NEW Y Iii LIGHT AND PREVENTION AM wlngs M he soh properly of the Nimw of Mbar,. Illegal fon any person, unleas acting under the direction j EXISTING WALLS TO BC REMOVED PART 303 CEPT THAT SQUARE-BUTT ASPHALT th rwproducadn, in port or whole, or any ndi by any cif a IlcelMed Proleeaional engineer, to alter an STRIP SHINGLES, WITH TABS CEMENTED a er eng1nW, draMl Pom, eontractim omco or fixed 9 y item on I,> OPENINGS FOR EMERGENCY USE, publkotfon use;, ;n psi or in,whole Shan w p1aMIbKW " this material 'In. any way. K airy item is eo altered, the _ S 1 PART 109 SEALING ADHESNE =In �� mW��4 1." 04 as Mr cprqwaved Professional Engineer who so alters or who directs BATT INSUL, DOWN WITH FACTORY-AP,PUED SELF- lti J AND 'LAID TO GIVE co rel' copied In port another to so after, shall offix to the items his seal and " Cal SMOKE DEFECTOR DOUBLE' COVERAGE, SHALL BE PER- o. whdw the p,weuns or Pani" ehon et prM"uteQ:to the the notation altered by" followed b his signature, the i MIRED ON INCLINES OF 2'INCHES fumed wdent her all do.", 1104101 eommissieM IN ic ii PER FOOT WNERE'INSTALLED OVER cot MI" frmm such umcilhodad w of thin dWa aWar date of the 'alteration and a spedifrc description of the fa the on tl�awan unto oudwdzed by wnkas opmerft alteration. ^ AN UNDERLAY OF. TWO LAYERS OF TYPE for the tiondr r' In reaere. I•/�) 'r ;t jIt, 1�, I`J�OCI CpYJ 2y�N aW4=' oyoQgMg� u6!i � �arn¢I��v�io�do PROVIDE STEPS AS REQUIRED 4086 4086 - '3 6•.J I BUILT-IN (4) 3 2 X i6T M.L BUIL •-IN s BOOK 800 PATIO TO ----- SHELVES SHEIVVES a r�Dbs i ' m J 1 ( / N 4056 \ 4046 FAMILY rya Sd, 2432 2432 _ \\ ry� A CARET i/ ` (2) 1 4 X 9 4' M L LOCATE FLOOR -' / % OUTLET AS DESIRED W 4'X4' POST ! % W TYP. - �- (2) 1 41 X 9 4 M.L �j / i n Q 5 BREAKFAST 00 VINYL 3'-6 VINYL OR TILE P- U o _ -R � x W,I.C. W is •� N 0 " DINING OO ��'�•---'_-- /% �^� �°w^ ' �e .12 02 \ I 14aster H Z � o IG T �\ t I CARPET n / VINYL DR tTILE ' m Q o a 468' I SOLID N 2x10 Joists 16" OC \ r a E I m - „ FF3'AMING sst+a° 'A NEW '3/4' HOUR FIRErRATEO SELF CLOSING N m •� DOOR I�S PER R309.1 I 1 R n m aw,rr,.r k°` '"'YRJao- wen 3 PA T Y gEAf1'1 AS REWIRED ! --- g II, : .,286a: : r o IF USINNG 2x16 JOISTS INOTBEAM AS ' �b0� LIG T m \ TILE / OR Otk-i IF USING I REQUI ED\ �1D0 ,V STAT NEW m -wu �4 q sratzs As /A OV P FULL SPM TJ 's 1 J Y PER R314 JOISTS AS r\^ I JOLTS AS ! N N 2 -.6 z. z4ae REQUIRED �\\ I REdUIRED I W N DOOR TO 7 5' 1 �`�• I N A•1 2x10 Joists 16" OC \ .-', BASEMENT "� 2xt0 blots 18" .dc- 1 I�.Jd 2• aa' Oe 2x10 joists 16" C I ( -(�- I O n, us AS PER GARAGE i I ( o \ R303,3 ((ff�� ..�u TO/ x10 Joists 16" OC to Wof @ © \ ® l o BODS -- - - i I c LIVING ENTF�vY - _ % z �-� HARDWO' D STUDY I (� W CARPET •� P PROVIDE AC POWER I I _ ioCARPET AND CONTROL WIRING I 4" ST EL COLUMN ON I a FOR GARAGE DOOR 24" x 24" x 10" , ,r OPENERS AS REQUIRED CONCRETE FOOTER 2 1 4' X 9_4' M.L �//d��l M tab 1a -- - - - - TYPIC L r n q 30 6 3056 01068 30C 01068 5/8' TYPE-X FIREPROOF I J EGR EGR v ! ��+ 4 SHEETROCK TO CODE T 1 I L - O il . ti ALL WALLS 6 CEILINGS .---------- _-_--- n r— Q "-' 405 Ad (TILS) AS PER R309.2 r u O r �\ 1 3 8 9�`---' -_- _1�• _.1• 2• � ar � o �l a 2456 CL r, w, ENTRY -3 10'-6' — -3 — > jY. m O 2' THESE PLANS AND SPECIFICATIONS TO THE HEST OF MY KNOWLEDGE BELIEF AND !C' AEI. ANDERSON WINDOWS PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH THE RESIDENTIAL CODE u ' OR EQUAL. OF NEW YORK STATE AND AS PER R3012r1 ➢ESIGN CRITERIA ARE DESIGNED U rc `� N .IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOC.. (AFILPA) WOOD FIRST FLOOR PLAN FRAME CONSTRUCTION MANUAL FOR 1 6 2 FAMILY DWELLINGS (WFCM) AND THE �� n K) ALL BATHROOM dr KITCHENS SCALE: 1/4" m 1'-0" AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND S"' M MUST BE VENTED TO EXTERIOR. L OTHER STRUCTURES (ASCE 7-93) Q HEATED SQUARE FOOTAGE: UPPER: 1226 NOTE- w a 3302 DRAWING PURCHASED FROM ATLANTA PLAN SOURCE, INC. BYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, + MAIN: INC. ALPHARETTA-GA, 30009 �0 N i,\ 1729 `J�� r '"01�,, SUBTOTAL: 2955 \; LEGEND BONUS: 370 NEw ,wu TOTAL: 3325 rf NQ63_ . ,6 - THESE PLANS MUST MEET THE NEW Y13RK - qrF V� � SHINGLE TYPE ROOFINGS SMALL BE . lastm ,te.Wnee muwttga Mn'been a t�opa jftw.°. on �Jp7�, OF NEW STATE UNIFORM FIRE PREVENTION 6. 'LIMBED TO INC NES:EXCEEDING 4 fiswment or Win!P.P., owtar ate irl�Mek. EXI4BNIS WALLS 'TO REMAIN BUILDING CODE REQUIREMENTS FOR THE - 4 Mknagl A Mahon. RR•, U.P.uR. sxGu.NMY.' Theo U-rider,N.Y.S.' Edudotion Law Sea 72D9 Sup, 2, it is r,,4 FELL WING- INCHES; HORI20HfAL FOOT, EX- Drcwlnae'am s,sole property-:A the;erglAe.[- r r.coN. Illegal for.any, p¢rson,' unless 'ectthq' under the direction '1 1 r CEPT..THAI' GUAR -.BUTT A$PHAI.T "' maA�yy..-r.pnr6ucttarl, In pan or , pr anN,ti�aMMwn by am of o gpens¢A Pro(dyignoi.'engineer, to atter any item an! LIGHT- AND PREVENTION E Weer,a,gtneerr,WiarOp Trym,wohM�vnp ari[q"pr Alred a ` , Df, C ,.,Tt7.•8E REMOVED PART:303 - `STWP-'S I,ES• WI'I:H';TApS CEMENTED n uen in pen or;Iq .s, Mr�a '`srwa0 be pronthn.d,p. .. this material 10 Qhy W% I "any iterh rpy. eo altered, the rr, -. tlPENINEtS;^FOR,EMERGENCY' USE'' � RY-7t ItVJED ;SELF- -.' : net,�enm Thr r'mµe'and " pk apa/p r -BrbMp¢i6nat Enghteem :Wlto: so otters ail"Who'0imots k,. OOp� wIT FI O,,AND+I q �� GNE e4. IN',rrysW arl 6aplad in pq�y n6tFiLn'hc so atter, sh Il,affix to the IterruY, his s¢6t'-and " Y ,," - +fJ�e6, . - W4-T,r 1 ES�OHF 2:,�E PER.,,, +or s1wl. the prlwnsr y¢rp.¢ 1psk9tlWRyaorominiwplMtal p 4t HATT INSULT' PART 109 9V ! m M �7¢ n ottbn "altered by fallow" by hie, elilrk' r¢, 'the OL SMgKE_pETECTOR .1 q ft any .,, - ., PER Eg01M W' I $TALLEV^Q,,4ER , ' 'aaenmdoorot 103 aw'1104tpgk un[eplm�au�e W4,i, f this de rn'w+d'- '�afterptlo ' ?Iter4).lon acrd'u Qpedffo dU+!bripHp4+ ,of the M ItM ono! ,or en EER U 'pF NPE' 'AN U Y'EN$ er" N, a MJ . I•. , k r . .. ... .J e r - ., , I . .., . ; ' .. , . r : 1 i r ,i. r., .., .. ... K f ,•� r.'r3 :\I ..t ' _ - H i W „ t �'� s Ij d. } l , „ r ,. . ,,,.., -, a �<, k rr ', -r, ,ld .,, n r .. r ,..r' ..: .., i r, ,its !1' i 'i, ^Y''• .r r ..,. vl n ♦. rr , r .. -. ".I , , i.: ... . :, .,. e i „ , r- n , .. 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L' - ,( rl - .- .r.d �.EY:% '/`gri...ur`.a.,x "4.sl;s •:.f_!vlrirrffiI��•"lu° )iN_4I..e li'::� +,1 , ..«,r*' `'r,:1514 v':l,>z��YuWe ><,.,,;'m t.1�._n.3� _c...ve'i.,s JYul a f �. r ,h.. ..I'.::'3J.rfSa'.'1Ni,Nu;rw"N1. �arr4r,.. a,. .0..A4ssh�_ iMhL•� w ' W¢ �1WJfY I 1r,WLJa 23x1 WW ¢rQ�nF N�•�j�Rid yz ✓r2,O0.,6JORKK o:�—V,¢ZSZO� / rW-ati�� WUR, WZ= c M q J2W ¢OWW WKy li FZ CI SrA J�rJF Z ' ❑� Z,Wi iljz 3'-91' '-4j' —�v'-0 '-- 3'-6' 1' u¢a¢r.�yo¢o I I j FIXTURES INSTALLED AS PER R307 VLT LT i MECHANICAL VENTILATION ! 5040 2032 D EXTERIOR AS PER R303,3 B • GR GR 1 ry�IX' 2046 3 6 304 wa° Spv1LN•°YYe(Jy{II z ,8`�D 0 n Ld W �fN ? m r (e'qN 42" 0 6'-6a LINE OF 8 W VLT LT HIGH z 10 q CARP T CEILING HIGH r MASTER01 TILE I WALL tri HEIGHT HER CEILING BATH Q m w m I ' m m .N I Q _. _ ' ` N // N J 5 644 $HENS. 2468 $BLV$. -1 4� / 3'-6 4� Q a m m - U o 3 z f i z uq ' 2868 :23&B' - 266H / a z 0 �- OPTIONAL CLOSET = w v9 m ART {�� \ �• I WALK-IN (> 0 0 0 -411—i 3 -1 --f� © NICHE T`,\ ` -�' CARPET M s(@ ® - CLOSET �� w I sn 3,_3' S rye to N LT j I VL/ O H3 -�' ------ 2658 W ^ n $ m BEDROOM Q LL OPEN �/ sS T�� Y CARPET 0 ^ DINE OF B' elf n BELO -6 3'-6— y11cH o i R 1,66 (CEILING W ..0 W N rn " LINEN _, - -jt----------- ' a M A TER ! Q .a n (- - / vLr e BDIRM TRAY I N = CARPET CEILING I p w0 - - g DROOM 2'-8" 4 ARTER OUNDS '1------------"'-----\\� 3 I ABOVE T JSWITCH RPET O H ❑W i _ PLANT 'PROVIDE ATTIC ty 2 56 2 ss 346 46 PROVIDE ATT( SHELF EGR EGR ACCESS W-4• —,ACCESS PANELS AS ANELS AS N 3046 REQUIRED ,p ! QQ EQUIRED o EGR 3'-8+�`—I 2046 u . Q U b o I -13'-61 '-9' '-6' '-9' 34'-21' °1 a .GG > 59'-9bWINDOI ren° pl ALL ANDERSON WINDOWS ` THESE PLANS AND SPECIFICATIONS TO THE HEST OF MY KNOWLEDGE BELIEF AND O UAL PROFESSIONAL .)UJ)%MENT ARE W COMPLIANCE WITH THE RESIDENTIAL CODE � u OF NEW YORK STATE AND AS PER R301.2.1 DESIGN CRITERIA ARE DESIGNED V } UPPER FLOOR PLAN IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOC. (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR 1 6 2 FAMILY DWELLINGS (WFCM) AND THE '� N 9 O CN THROQM & KITCHENS SCALE: 1/4" 1'-O" AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND r+) MUST BE VENTED TO EXTERIOR. OTHER STRUCTURES (ASCE 7-93) Q NOTE, If A 3302 DRAWING PURCHASED FROM ATLANTA PLAN SOURCE, INC. BYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, INC. ALPHARETTA, GA, 30009 y A. Irv,., "v LEGEND NEW WAILS ,rT A'0 83616 r , THESE PLANS MUST MEET THE NEW YORK 9Tf0F STATE UNIFORM FIRE PREVENTION 6 SHI TYPE ROOFlNGS SHALL BE nre• 'd"grad d/wwinW hap• Iran pnpand'eowly-oe an NEW j EXISTING WALLS TO REMAIN BUILDING CGDE REQUIREMENTS FOR THE UMITIE TO INCLINES EXCEEDING 4 Mi h" A to •w. F.irn eervlwee forPSR�Se ntlt�ur, L1n,der Mnnl" A,Aw on• PE:, LLP, awalwN•y. 16ra ' Under N.Y.S. EdupaGon Law Sec. 7208 Sub. 2, it h q owneef'0. (•word, Illegal for any person. unNSss acting ander the direction FOLLOWING, AND PREVENTION CEP THATR HORIZONTAL FOOT, FASPfdALT AMOrpy�y°rM+Oro w(lan. mMp`o lSaw vlidq qY cry nd� n by aIy of a licen'a4d, P Person. Uri engactin' to r the Item n EXLSftNG, WALLS TO BE REMOVED wMer engineer, **Nop'own, woke er deetl Y 4 1, PART 303 STRIP-SHIN LES, WITH TABS CEMENTED puMlaatiwn uew In��'pat or In whets OwU.b• IbHy'a this mat®rigl in;any way. 1f opy' item la eo,Pltered, the '. OPENINGS FOR EMERGENCY USE, OOWN.WRH'' FACTQRK>^APAUED SELF- etoyd 1n N.Ts, sad �haWaml by Non', axq d, opprowd protepalorwl Engineer whp; eo' dltera or who direety SM BATT .XNSUL, PART 109 SEALING' ADHESIVE ANcijAD TQ GIVE mq�h1 Nwe,e(haWs Tge4, iew,&,ar peas do Ips agyther to so'alter, shall ofD%"to .the items h6 seal and DOUBLE COVERAGE; $tiAAI.LEp PER, - a wh61e:tMpnon e'wr`'Rwrsee elioU W WmewlMft',m IMr n jngture, the. .. PER OF INST LAYER OVER twr wn � F_unVnNne oud,�orYmd by nddx, ganrnf ar �M arat o alteration b Pd o tlpseltiC� description CN SMOKE OEIECTOR MffTEO ON ,INOUNES PF 2 'I CMES faa$t'•sgnt,Ter dL.ewwa9u, IIWWlW., mrnlerlaw PMt "altered y II, rbd by his 5i I . . aaet-Aebr h ' olwthy qa aMa scription of the is 't - •wglmer tread i - , 1 ; nEi20 n •1 I. _ I I JI l_ 'err 1 . o4f,,:, „'Y.,x :, nvn . I , . .i . .' .. ,i : nry .✓ o f. „9 , , ., i .'f',' .,I f J`Y. •.., , ,.r, { r . ,u - 1 , a . �. .r' , , , _ n . . Or. I Mn 4., M 4 ii1•n , •,''I IurLB a„L . n}; .,, x b ', ., .'. rA`,. _ _.�Ynr �L:�u �,�,u --..�- ; �^ '.., . .. ,...: : .' ,' . ,,,h,, : •S'. 4,t i ', Y N s .vim. I.e,.... w- -.. ..,a..ya_.r_ . .,..A:. ., .'6_ ,n's.,tir� } Nle K W Jai— ZQ�i— W£yWr,QWLiU >gwwz 3wrt� J zww Q�zou Z N~ Z Q W Q ❑4 Nw w� Q u o a uzz oe Qoww"� � Z wm3�w�wi Z JKF]W Q T oJOz..� £ Lzz U NOQo 12 : 12 2 : 12 B 12 : 12 Li w M 00, Q 9 J Q U w In M 0 0 0 12 10 1 U z w Z 3 O 1 1 _ W Z_ N 0 0 W i a 0 0 m � Q a a 10 1 10 1 a- L 1 _J 10 Lns I� N w � N N ry' • N 1..V an U] NE s = 12 : 12 12 : 12 12 : 12 12 : 12 0 n r Q = COo ROOF FRAMING FROM FIRST FLOOR Z un BEARS AT 10' ABOVE FINISHED FLOOR Q o w I a > Q) o N e e Y 0 WINDOWS THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE BELIEF AND ALL ANDERSON WINDOWS PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH THE RESIDENTIAL CODE OR EQUAL. o OF NEW YORK STATE AND AS PER R301.23 DESIGN CRITERIA ARE DESIGNED U IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOC. (AF&PA) WOOD a NOTE FRAME CONSTRUCTION MANUAL FOR 1 4 2 FAMILY DWELLINGS (WFCM) AND THE h7 ALL BATHROOM & KITCHENS AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND r7 MUST BE VENTED TO EXTERIOR OTHER STRUCTURES (ASCE 7-93) a NOTE N A 3302 DRAWING PURCHASED FROM ATLANTA PLAN SOURCE, INC BYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, INC. ALPHARETTA, GA, 30009 �GXNEE IV OilE 4 o NEW WALLS bhO = 1� THESE PLANS MUST MEET THE NEW YORK �� itti 1P 0 SHINGLE TYPE ROOFINGS SHALL BE Thea. designed drawings have been prepared solely as on NOTE EXISTING WALLS TO REMAIN STATE UNIFORM FIRE PREVENTION b LIMITED TO INCLINES EXCEEDING 4 Instrument of engmeenng services for the agine.n 0/) BUILDING CODE REQUIREMENTS FOR THE Michael A. Angelone P.E., LLP, exclusively These Under N.Y.S Education Law Sec. 7209 Sub. 2, it is FOLLOWING: INCHES PER HORIZONTAL FOOT, EX- Drawings are the sole property of the engineer of record, illegal for any person, unless acting under the direction CEPT THAT SQUARE-BUTT ASPHALT Any reproduction, m part or whole, or any dowel, by any of o licensed Professional en ineer, to alter anyitem on LIGHT AND PREVENTION other andrafting firm. contracting office r fixed 9 EXISTING WALLS TO BE REMOVED PART 303 STRIP-SHINGLES, WITH TABS CEMENTED publication use, in port or in hole shall be prohibited ac this material in any way, If any Item is so altered, the DOWN WITH FACTORY-APPLIED SELF- tared in NYS, and nanonm b lows and as g' OPENINGS FOR EMERGENCY DSEi per approved Professional Engineer who so alters or who directs BATT INSUL PART 109 SEALING ADHESIVE AND LAID TO GIVE or whole laws effective 1994. , sealed or copied m port another to so alter, shall olio to the items his seal and DOUBLE COVERAGE, SHALL IN PER- r whole ma persons a gees l shall be prosecuted to the the notation "altered by" followed by his signature, the MITTED ON INCLINES OF 2 INCHES costfullest extent for all damages, liabilities, o imiom and dote of the alteratlon and a specific description of the CA SMOKE DETECTOR PER FOOT WHERE INSTALLED OVER cost rising from such unauthorized ized b itis en con tint P P constructionengineer eerondrawings, unless authorized by written neem alteration. p 5 AN UNDERLAY OF TWO LAYERS OF TYPE for the engineer o record. 1//�A.1 =NtiaQwQz 3" VENT PIPE ROOFING SPECIFICATIONS y�.z-,a€az¢ro�: THRU ROOF 3" VENT PIPE SEE DETAILS of..F z t- .w u ¢ THRU ROOF U '"Y O. 9iw 4 ¢OWW 0y 2-1/2" 2-1/2" 2-1/2" u Z wa93JiE�wx 2'1/2' ``A- � 22-1/2" � 2-1/2. � a 1-1/2" 1-1/2' �C ��'•"- 1;1/2 uar7�i i.kd` 00<0 1`1/2"lr— 1 1-1/ .. �I 1/2"1 r"- -', '-'/2"I D4 (2) (2) } �1 I I SECOND FLOOR W.0 IAV 1-1/2" 1-i/2' V .C. R WHIR. INN1- C. 1 R r1a.' - - - _— — _- - - 2" D4 2„ 2' 3„ 2'" 3. I; 2_1/2' 2-1/2" NOTE ONNECT TO EXISTING SYSTEM ALL FIXTURE SUPPLY LINES TO BE 1/T' COPPER i- '/2 1-1/2"� 1 4" 1 I 4' EXCEPT IA4ATORIES AND WATER CLOSETS TO BE 3/8" COPPER ` 1 1 FIRST FLOOR "ALL WATER LINES UNDER CONCRETE TO BE "K" COPPER i 1 I D8 BEAM AS we a 1-1/2 a° R. "x EQUIRED E\ O IF RE'OD. BY LOCAL CODE `3" 2- 3^ J_ 00 SIN') 00 tp 00 PROVIDE D.C.V. BACKFLO I PREVENTION DEVICE BASEMENT 9 i0 WATER SERVICE COLd METED II^^ TO a' MAIN V / vT 4" F.AI. Dl W co. 4" r-r 35-15" 10,-2"—, w BEAM AS m a !' FLOW 4 C.I. REQUIRED BEAM AS 0 `SPHOUSE STEEL REQUIRED FAMILY _j a COLUMN Q 5j PLUMBING RISER NOT TO SCALE 3"-3" GARAGE ROOM GRADE s VARIES D11 7 U L z 0 oa D13 = 0 w w (VERTICAL X5 REBAR 24' X 24' X 24' (2) 2 X 6 CCA o 0 '1 R 43' OC. 3' FRO FOOTING O a BOTTOM OF FOOTING (TYR) za (3) 2 X 10 / ALUM. TERMITE -� u a w SHIELD L SILL SEALER !1 $ 6' Ll. (2> N 5 REBAR (TYP. _ R a ALLY COL. � 8 'N w N N SCHEMATIC CROSS SECTION o THROUGH GARAGE / FAMILY ai ROOM o SCALE: _ log l�� , 14•'_1+ � � STUCC� o O i .2 D� Q U is n' 0 N � O 0 -C THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE BELIEF AND j, PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH THE RESIDENTIAL CODE 17F NEW YORK STATE AND AS PER R30L21 DESIGN CRITERIA ARE DESIGNED U �° CV IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOC, (AF&PA) WOOD "1 +- FRAME CONSTRUCTION MANUAL FOR 1 6 2 FAMILY DWELLINGS (WFCM) AND THE '— OM � � �tl^ Ly r�y1 ,�,klry ' AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND in MI G GV QN OTHER STRUCTURES (ASCE 7-93) - �C NOTE, N A 3302' DRAWING PURCHASED FROM ATLANTA PLAN SOURCE, INC. BYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, INC. ALPHARETTA, GA, 30009 -,S rTT 50r1�y+ „ LEGEND � � .. NEW WALLS S THESE PLANS MUST MEET THE NEW YORK ---_-.� _ tn.w wmp� " SHINGLE TYPE RODFlNGS SHALL BE �9"aiw wf"a Nr�Mm��?` "p wlNeb O° °" ND sl x,40 63606 i,,�. STATE UNIFORM FIRE PREVENTION 6 EXISTING WALLS TO REMAIN LIMITED- TO INCLINES EXCEEDING 4 - I^°4°°+!°^t or m BUILDING CODE REQUIREMENTS FOR THAI Ilbbewl A. Ar,�N°N a Pr LLP, ewplu.Iwry.'inllw Under; N.Y.S. Education mess c. 7209 Sqb. 2, di IS - �rFOF Y - INCHES PER HORIZONTAL FOOT. EX- =,!W w d tlw,1 rt,or w1 o1 a,.. . rinr,et'k.cord, Ofifl0 for a17 peraue,Iindi ee acting' and ter,: i direction Iq FOLLOWING, A/ sCEFt TRA-MAT SQUARE—BUTT AASSPHALT AA,nw,. M ° °"" I a°d °r "IT dr -0 �Oh ln' °w of n lleena4d Frofeasign4l egyVneer, to .altar any Item an LIGHT AND PREVENTION WINDOWS, EXISTING WALLS T0. BE REMIOVED STRIdnSF11NGLES, WffH TAB5' CEMENTED 'a((Iw �q''yt° gOgB° a'O"n"� a material Iri,. n 'wa ; If an J „ ryppppowroeyn ." of Tn wholr Ee d,tlAiAy.d aBw Lf1t 4 Y yg y',item IS So altered, the - PART 303 ALL ANDERSON WINDOWS pO�yN WOH FACTORY Ak+PL3ED'SELF °tRBitll In M.Y.S, o"d'A°Bmp bbyykrs;gnd'ee'wrapprorow'' profatletondlr Engineer whp ao altero or wbo'directa OPENINGS FOR ENERGENCY USE, OR EgUAI. ,�BATT INSUL. SEA ' AOIIESNE ANDUVt! 7O GIVE mpyrrpRrt 1 .Iletin 1ea4.'.R• or (.a P4M ",: opother to io'.altel', ehg11, gffix ta.the' ikrng;lhie aeol,and j i' PART 309 "rift is SMOKE DETECTOR fwllwWO ,off -4 y� .cat. ri alta ed irY' k)ilowed, his elg . DO `E.CONERAO SHM1',1'BE,.PER- °r p1° 4°gl■w. diw ny rl AMp�0T`WH'fb IMSYAt�#D��,OVEER �relavatloEnldd at, In1.y,.uaawp 5Y NO;R[en,eeM.nt ltfrtMo�M1e nitsra6on ;bnd,.e'sPeedld dna nalbro, the c pilon 41 the OF �1PE " f4, , t 1' , ...f. , b, n a r a 1 • : :, S. a , .A J 1 + r f rd 0.: M'R I „re a i. u c f o v I . . .,.. , Y'. .I'Y, ,.! r 1 d .'u , f. � , ..r k, . M ,M" .,S 41 4 vI Pry rr' �', aal r w, .. , - , L ., 1 '*d " , n ,1 x �1 'u t ,, z rhs, ., #:, �i. y.r f y� t ,. ,: .. T « I a ..' ., , � u .v • f. , .,. I .1 � ' �.d.l I .� S W ., .., . .. . ,. . r , ,. A`��}7;; e " .�. .a,n 5 I . ,, 4 .. „ 'x., ., tIt}.. ,,., , . ,. �„ .Y .c/ s -�. n�E,il',L.u�.� r a.r# i" u, d � r,l i, t. -n #„a.,, . v. . L. . .a , r , ,.F, Yr <t;�r,. .Sh . I , -T . +r , . r„h.:.>t ,a4t,,,,F,e,f �, "e�J1:w.,, , °."1 t r �)wv" II' SYd I' .M. .wt) 4n:re:ll'ij"•.: ,45'n7 'M ?r,.hli5e'h '.•24i'�Y' 54.�ik,ln:tl'.3,, 4,,i.,rha1�'i'17IM' Y+ �:'A''a,'k,"s'iA'mulr,vrim-, .r..' 7.. lxa,l+!u::.t ;.-.uR' ' 4,+;2 �'n' h ,IxYkPlirdaf l'F' 12u ,rl.m-dr�Vn.,Y.rd'Ili>4 . 'e)ti mn lhti�'W,1M'N'..,r_,n�t,�,nik Bu., .,c d �il. - _ _ ` 4 I W W KWJpFZaOr WSWW,..QxWW >g4wi3w w _ z Q 2NrZOQW . - � Notirad�parp ' rnazzz � UZZ1;wupa 6 a 0 wwt`" a:Uxm 2W_ pJ p Z,W.:42WZZ U6✓-Q I,,pN pap FIXED GLASS —12 4 `0" BASE - 12 8 12 STUCC❑� W W ® ® of in N ❑ Q z ❑❑ J a s w ❑ ❑ U w W J I � m Z z z rc � O O NN a a 0 0 TOP05W IAP �OAION 12 g J — J o N ❑MPDSITICUN S.HINCLES— - X11 0 STUCC� Q jll 8_ V H WINDO ® ® N ALL ANDERSON WINDOWS o OR EQUAL. THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE BELIEF AND /r� PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH THE RESIDENTIAL CDDE 1 u OF NEW YORK STATE AND AS PER R301.2d DESIGN CRITERIA ARE DESIGNED NOTE. IN ACCORDANCE WITH THE AMERICAN FOREST AND PAPER ASSOC, (AF&PA) WOOD N FRAME CONSTRUCTION MANUAL FOR 1 6 2 FAMILY DWELLINGS (WFCM) AND THE •� $ O: ALL BATHROOM D KITCHENS AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS BUILDINGS AND rn *;jy MUST BE VENTED TO EXTERIOR. OTHER STRUCTURES (ASCE 7-937 Q NOTE, % A 3302 DRAWING PURCHASED FROM ATLANTA PLAN SOURCE, INC. _ BYAND MODIFIED BY AGREEMENT BY ATLANTA PLAN SOURCE, INC. ALPHARETTA, GA, 30009 LEGEND ROP05W Of�MAION - �� X/lE:l/41,p{yl c SONE �do ' NEW WALLS rn c '�°.� w ' I, THESE PLANS MUST MEET THE NEW YORK STATE UNIFORM FIRE PREVENTION b Theae designed drawings d 6 = EXISTING WALLS TO REMAIN SHINGLE TYPE ROOFINGS SHALL BE i hove been pnparod solely as an BUIL➢INC CODE REQUIREMENTS FOR THE NOTE LIMITED TO INCLINES EXCEEDING 4 In.Wment o! engineering .ervbee for the engineer. Under FOLLOWING- 'MJ.haeig L Andean. P.E., LLPP, - Itwhe ly. TThhese, record. Under for an Education Low Sec. 7209 Sub. 2, if is INCHES PER HORIZONTAL FOOT, 'EX- Drowin s aro the sol. props LIGHT AND PREVENTION , g by an 9 y person, unless acting under the direction X717 EXISTING WALLS TO 8E REMOVED SEPT THAT SQUARE-BUTT ASPHALT My reproduction, in part orwhaltr or any fico o n y of a licensed Professional engineer, to alter an PART 303 STRIP-SHINGLES, WITH TABS CEMENTED other .-ghee. draftingpart orm, contracting eh t ofncs or iteea 9 y item on OPENINGS FOR EMERGENCY USE: DOWN WITH FACTORY-APPLIED SELF- pyblicggon use, in part or in.whola eholl be prohibited as this material in any way. II any item Is so altered, the BATT INSUL. SEALING ADHESIVE AND LAID TO GIVE ce tntl In N.Y.Seffectiveand national / l se a d as per in Port. another to so alter, shall, affix to the items his seal and 4 � PART 109 NOTE : M per approved Profggsional Engineer who so altars or who directs Cl SMOKE DETECTOR N O 1 E - l DOUBLE COVERAGE, SHALL BE PER- or shot. the persons or.O'6Nwf'.H811 be proescyr to,th., the notation "altered by" b his signature, the MITTEq ON INCLINES OF 2 INCHES fullest extent for all damagm, IpN4tles, sommin one and y y 9 CONTRACTOR TO VERIFY ALL EXISTING CONDITION cost dung from such unaut%ede.a use of ends deign and/or date of the alteration and o specific description of the ' PER 'FOOT WHERE' INSTALLED' OVER wnstru.U. drowiage, N.N. authorized by wruen'aerpent alteration. 1V AN UNDERLAY OF TWO LAYERS OF TYPE for the engines, on record. t S 1=.¢qK WJ V�IIVII ° 0 �ql�Ji.Z a) W ' Q❑W W4"K�W�� a:Wy£�rggBJ p INSTRUCTIONS FOR INSTALLER ZJK JJ3Q1 1. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG — C-2003). INCORRECT FASTENER QUANTITY, SIZE, TYPE, a T ha MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL, 16d FASTENERS ARE COMMON NAILS o HI ° (8ga X 31') AND CANNOT BE REPLACED WITH 16d SINKERS (9 ga X 31') UNLESS OTHERWISE SPECIFIED, ° 2, BOLT HOLES SHALL BE AT LEAST A MINIMUM OF V AND NO MORE THAN A MAXIMUM OF a 1' LARGER THAN THE BOLT DISMETER (PER THE 1997 NDS. ECTION 3. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. 4. USE PROPER SAFETY EQUIPMENT, 5. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES ± FOLLOW PROPER WELDING PROCEDURES TYPICAL ROOF AND SAFETY PRECAUTIONS, WELDING SHOULD BE IN ACCORDANCE WITH A,WS. STANDARDS, nt1 MN CAP FACE MOUNT HANGER ��Z ADJUSTIBLE HANGER �1 RAFTER INSTALLATION 6. PNEUMATIC OR POWDER—ACTUATED FASTERNERS MAY DEFLECT AND INJURE THE OPERATOR ❑R \/ CoSIMPSDN STRONG-TIE (cc wITH GLn SIMPSON STRONG-TIE (L U28) �/ SIMPSDN STRONG-TIE (LSSU28) SIMPSON STRONG-TIE (RR) OTHERS. NAIL TOOLS MAY BE USED TO INSTALLCONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE—LOCATING USE a-IDdx]-v2 FASTENERS MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURES INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT. 7, JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END AND THE HEADER SHALL NOT EXCEED I,h PER ASTM TEST STANDARDS. F' 8. FOR HOLD DOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER—TIGHT PLUS 1 TO 1 TRUN WITH A WRENCH WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN TO NOT OVER—TORQUE THE NUT. W V) W 0 ' HIP RIDGE TO Q s THESE PLANS MUST MEET NEW YORK J LANDSCAPING, DRIVEWAY, AND STATE UNIFORM FIRE PREVENTION & DrJ RAFTER CONNECTOR HIO Q W WALKWAYS BY OTHERS. BUILDING CODE REQUIREMENTS FOR SIMPSON STRONG-TIE (HRC22) H5 ELECTRIC AND PLUMBING BY THE FOLLOWING: Uw BY OTHERS FIELD VERIFY LIGHT AND PREVENTION: RAFTER CONNECTIONS W PART 712 HIP CORNER PLAT_ HURRICANE CLIP - OPENINGS FOR EMERGENCY USE: D6 D] D8 T❑ TOP PLATES SIMPSDN STRONG-TIE (HCP) SIMPSON STRONG-TIE (H2.57 �7 qq �J SIMPSON STRONG-TIE CH5, HID) Z & PART 714 HCP2 - 2 X MEMBER SIZE H2,5 INSTALL AT 16' O.C. .w- fl 1 0 q W W HCP4 - 4 % MEMBER SIZE O 0 S a' OR 6' J PGS44 ° 0 OR PBS46 � These designed 6 osh a how been preoWad solely m an O 3 y p inabumenl of elgneer rp earvkss fa the angkear, ° Q ° ukhes w ,�rw.krw R.f.. LLP, exdniwy. msse Under N.Y.S. Education Law Sec. 7209 Sub. 2, it Is ° • 3 f BP ' a °rowing• are the sok properly of the engineer al record. Illegal for any person, unless acting under the direction 2' MINIMUM V STANDOFF o Mg repradudlon, In part a wWW. a any red sign by °M of a licensed Professional engineer, to alter an item on ° 3 N oth . englaea. droning Nm, caaradlnq office w nava 9 y SIDECOVE SATISFIES CODE W I pubr¢etion tier. In pod or 10 OcIa it w proMGted m thu material - any way. If any item is so altered the REQUIREMENTS - n Professional E neer who so alters or who directs CS16 elated in N.Y.S, and national by Iowa ontl Pa par MprowIt °9r II o, copyright laws eNectiw, 1994. If reused de coped In pad another to so alter, shall affix to the items his seal and - or wink the persona a Oodles shall M Iwaaeeuted to the the notation agered by' followed by his signature, the a SP4 t A35P fwleel exte A for all domagse, eobTN4s. canm44ons and SPI ,If Capt doing from such un"halzed uss of this design and/or date of the alteration and a specific description of the .. :.i7� t o H2.5 O 'n ¢onNrud4n d-Mnga, UMess aulmdzed by written consent alteration. "- for IM erpNroer on record. _ .i' r H2.5 o' A35F O ^ . r H2, two H4 ' TW O H2. MTSI2 u / W m II ^� I MAS y: O r B rr ° 1 TWO H MS HB 0 STANDOFF POST BASE COLUMN BASE PS419 �.J SIMPSDN STRONGF (PBS) SIMPSDN STRONG-71E (LCB) rn' rl STUD TO SILL PLATE / FOUNDATION PBS44A - 4 % 4 MEMBER SIZE LCB44 - 4 % 4 MEMBER SIZE SIMPSDN STRONG-i1E (H2,5 PR H8 A BP) STUD TO BEAM /BAND JOIST 7-t� PBS46 - 4 X 6 MEMBER SIZE LCB46 - 4 X 6 MEMBER SIZE D1 SIMPSDN STRONG-TIE (H2.5 PR H8 6 BP) Ln 00 a , Q • o Q2 O i O T -mFr rp T W 7 BEARING - �PLATE MINI" EDGE DISTANCE I n, O LTi '`s N4 REBA MINIMUM t 4` ------° v o EMBEDMENT Nq REBAR Then d.;Fwd drawings have been propored phy oa °e NOTE, 6' MINIMUM Inxtrwnent of anglne rp ss.ass for the engin«,, e' FOR ; c. e D16 B ARING PLATE U N MknoM A /upMex P.E„ t>F. exeluawey. Theme Under N.Y.S. Education Low Sec. 72209 Sub. 2. it is a SSTB28 SIMPSDN STRONG-TIE (BP) (LBP SIMILAR) •— O Chowings are;the sale properly of the engiewle W gcwd. Illegal for any person, unless acting; under the direction i' ] t7 Any -production. a part 9,whole, or ay -dedgn by any of a licensed Professional engineer, to alter any item on 4'U ",;, ' f " USE SDS 1/4 X 1-1/2 SCREWS NQT other aryinen, drad0rq amt. cart,oetlna offl-a axes SHINGLE TYPE ROOFINGS SHALL BE p,bp¢olgn yyaae, in pearl or In sande andl be p-h67t.d n this motorial in any way. I! any iterm Ia So altered, the UMrfED TO INCLINES EXCEEDING 4 tested M N.Y,S. one national Wee asd m per VppraVad Professional Engineer who so alters or who directs ,' INCHES PER HORIZONTAL FOOT, EX- copyright k1A oftelive 19". If r seat w coped N part another to so alter, shall affix to tithe Items hie seal and CEPT THAT SQUARE-BUTT ASPHALT or sands the yeraom w pal4• e�n be w.W A" to the the notation akered by' followed bfy his signature, the fudeel extent for a de e, mbgltles. commBs4ne and STRIP-SHINGLES, WITH TABS CEMENTED Met ." from such urwukahea ox of (his design ant/a date of the alteration and a speciflic description of the DOWN WITH FACTORY-APPUED SELF- McAr.ction drowlNe. unless aathoired by w,stan consent alteration. $EALING ADHESIVE AND LAID TO GIVE for the w4a., on rsaad. • '71 DOUBLE COVERAGE, SHALL BE PER- MDTED ON INCLINES OF 2 INCHES TYPICAL INSTALLATION WITH - �A .1, -- `; PER FOOT WHERE INSTALLED OVER V4 ;U.� AN UNDERLAY OF TWO LAYERS OF TYPE 01 U S L AN R T D14 M S TO C ' `R T F N. 01 M T MM D IL G 11 B(�_ ILL ❑NC E D UD SIJ L 0 CLIN RE E BLOC +R° �1 THESE PLANS AND) SPECIFICATIONS TO THE,',BEST OF MY KNOWLEDGEBELIEF AND �--i SIMPSDN STRONG-TIE CPB) SIMPSON STRONG-TIE (SSTB) SIMPSON STRONG-TIE (MAB23) l � 1 1 PROFESSIONAL JUDGEMENT ARE IN CDMPLIANCE WITH THE RESIDENTIAL CODE _ OF NEW YORK STAITE AND.AS PER R301.2A DESIGN CRITERIA ARE DESIGNED WINDOWS IN ACCORDANCE WIITH THE AMERICAN FOREST ,AND PAPER A$$QC.,(AF4Pv WOOD THESE, PLANS MUST MEET THE NEW YORK ALL ANDERSON WIN QOWS FRAME CONSTRUCTfION MANUAL FOR 1 4 2 FAMILY DWELLINGS (WFgM) AND THE , 536.l,6 STATE UNIFORM FIRE PREVENTION 6 OR EQUAL. OAMERICAN THER STRUOCTIURE:S�ASCE CIVIL7 ENGINEERS 'MINIMUM DESIGN LOADS 'BUILDINGS AND NOTE: FOF NEW Y(%✓" ��= ' BUILDING CODE REQUIREMENTS FOR THE FOLLOWING, 1. UTILITY COMPANIES MUST BC NOTIFIED FOR MARK-OUT " + LIGHT AND PREVENTION PRIOR TO CONISTRUCTION PART 303 �[/} �j NOTE, tf A 3308 2. EXCAVATION MUST BE DONE BY MANUAL' LABOR (HAND DUG). OPENINGS FOR .EMERGENCY USEt 1V'OTE . DRAWING PURCHASIED FRON ATLANTA PLAN SOURCE, INC. PART, 109 CONTRAC OR TO V RIFY ALt EX)STiNG ON ITI NS. BYAND MDDIFIEp �Y AGREEMENT BY :ATLANTA PLAN SOURCE, INC. AI,'PHARETtt4 GA, 30009 � 8 yti % , _ _ I -. , _ Liit y .i F .v ', 'iily' l„ ,. /, a , i i i - , i •, i , i, , Tr 4 Iq NL �'h n, � , . . W ^.. ! i.. .,, , . ,,I ,moi „ i�., F e , , d 1 . ] ' ^i �. � L e i , lu. � i �. _ f Y .. I , v J �. M LI 1 L 1 e k 'f11'L i�,_ H. n� , . . .Y a. -d.�- ,., .- . ....,.,._ ,�.X.,„ ,a, -.,_.. .: ...nl�.v. . . . . a -. ,. .uwv. i ..�. .^6, _ ._ � , m_,�_.,ulaxu...,m...._�,..alF m,. ._ u,J_..L.W tie. . ,rc.v. , . . - �� . -�__,. _ .� . .._ - ' leu :�� , . . .- , I .x.,'... .v .-'�.: � � .. .L . .a 'r. ',su. '^ . -4d.,....: .,i.... ,�l n,�~. . .,..:4_,.. :...". ,.:. 1>•fL.fret,._�„ n'.., y' I_!.-e:1,..-,r_-.�iu.....,. w.,nu u. u,rs '.al l..e � ..:.,run.. s.- . . L e,. . :.L�. , .�,,. ,, �. e..�.i_�.� y�_,..�,..., � ,.. ..at „_.A,.l_ ..a �:n . x FLOOR JOISTS AB REOUFSL - - BRICK„ENE�a,—� Minimum Requirements INGUUARON AB REcuw® L1aAIFIarAT+aFIIq�••�r"1"` 2 x r P.T.SRLPLATE WITH Laiffins i�a W'Wewmprr WM. - - i?S1r ANCHORBOLTSO Uff&B Islas 3010 42•Bbow 1RI10YIp. _ - 0-C.ORAa REOUWEO N"111B 11A•. — FLOOR OR RNa7 DIP vw L CELNO J018T8 F ebW raing DD IS S/'ebm noWiq. / FLUE CLAY E VEECRA SPACE •,�• TAIad B•Ril. - 1ztlrLaN. VENTILATION SECTION wMBa ofafBYa 30'mKVENT INFORMATION _ • - METAL FLAs1aRG KV40PAL " f/% % • • POURED CONCRETE 4p - i/1 as C-MM. P SPHERE MAY NOT FOOTWOSHOULD BE PASSTHROUGH S - BELOWFROSTLINE r1ML REBARABREQUIRED FACE BRICY' .! VAPQR BARRIER � : • . FEB =7 TURNED OR FLUTED r� PARGED / • LOCAL CI EFA ! • �• CODE § 1 x SHOE RAIL FOR BALUSTERS 1 DAPPER PER LOCAL FACE BRICK NOSING OF TREAD _ UN ELANGUIS FOOTING PER LOCAL (SE�HE UNDISTURBED am -. MAN. w l CRAWL SPACE DETAIL ` r 1 11r PART.BD.MX124 E TREADS - OWED a SCREWED "B" FIREBRICK 11r PLYWOOD Risen RAISED1t' WAY HE , U'WK ,-10TBN. Poq - - FaS GlUlem Beam NaBteners 60 (D)2 x 12 STRINGERS o• Baa-2-trr SECTION 5W TYPE W OYPSUFA BO. 1 standoff e A TYP.UNDERSTAIRS Fasteners . Ragtdmwa . . rMln STAIR DETAIL •q 1-1/2" bolt for Sdecovx M REBARa Oro 5A,B,C,D Series ; EACH DIRECTION • II . ABH C.O. 1-3/4" bOR for •ti';. •�tti 124e. —\ a 7A,B,C,D Series �! •' a;' 2x4ar2xra BASEMENT r VARIED ° r •q •q i• is SIR - - - GLAD SP4 H4 TYPICAL BEAM SEAT { P0 -ST VARIES PER SIMPSON GLB SIMPSON PBS" LOCAL C �o —i P CONCRETE Shap REINFORCED WITH (EEE SEXTERIOR))NISH SP1 MRESME Ta'ac. M SHINI 0 W.WJA.OVER a ML POLY 0Ic1,DIRECTION VAPOR BARRIER OVER 1'STONE BABE - FlA6HNG H2.5 „ MUD SILL •—�• :L RIGID INSULATION WITH TYPICAL FIREPLACE SECTION M�ERIO�RWBUU °" t AN MONOLITHIC SLAB COMPACTED RLL ; PER s ' • i a. LOCAL •• ° • a STEEL LINTELS FOR MASONRY UNDISTURBED BOL PER LOCM CODE . • ' • CLEAR NO FLOOR LOADS ' SPAN 4" BRICK VENEER 6" STONE VENEER SLAB FOUNDATION DETAIL r MUDSILL ANCHORING SIMPSON "STRONG-TIES" WOR < 3 1/2 x 3 1/2 x 5/16 3 1/2 x 5 x 5/16 PRESSURE FEW &CONCRETE INALORWORCJ:DWLTH TREATED WD BLL - a1Ca1da10 W.WY Dvma i1LPOLY REdVt As -- V 3 1/2 x 3 1/2 x 5/16 3 1/2 x 5 x 5/16 'T ""P°R°"` "°"E11'''T°"E �L°�"F11A"° - --•• r .�.••. AW a�EP1/W FLVFWO .� �•T 6' 4 x 3 1/2 x 5/16 5 x 5 x 5116 Y� !• • TT —� .r _. T --1 : e \: ', .' mm E"COVER • PER AS REQUIRED ,.. T 4 X 3 1/2 X 5/16 5 x 5 x 5/16 �° - . • �° =� .. .' I. CODE 8' 5x31/2x5/16 5x5x5/16 UNDISTURBED eaL _ - 9' 5x31/2x318 5x5x3/8 STEP PERLocAI CODE GRADE BEAM PER LOCALCODE EDGE 'ERLOCALswO(: - - 19 6x 31/2 x3/8 5x5x1/2 f MONOLITHIC SLAB ON GRADE DETAIL DETAIL SMEET C CROWN a COVE MOLDING CtWRRAILS,PANBuuNEAL L40UMM -r �+A�JW,W7 NM lIIP.Y_ IPM IP,T11 ,aFA lYr,I W.+W COMBINATION MOLDING DESIGNS '@ Gr.r _ �W _ _ w H1- Fasteners - mml•!•r:l.r I0l.gwnx i�i�l• To Rafters--6.8d x 1 - - `.... 4'-0•IF1ph0T YI' �eiwrw m,w,•vr® -/,(err/ - e� - - oWacaxwa w,•war ,r wear "••ae,a ,ara,ri�•trr,Ma'r �lw To Plate-4-8d - "OfTJ r= arw,aR� ® '� = SP4 Fasteners �wwr... w"'•r•,'afvr uraM wxT W,1Ta�ar,r 6.10dx11/2" ., 1•r•"Y"a,,.t•' (aQ waalS yf.�, "Yr�1•I �"I►! xI", alr � '� I Im .W,41P IGFS VI•Lr ^`�• eFT,Waw Ims l,aM _ • ® 110~IWIViT p0]II`3.Y•if UiV tY1FaFlQ � OYT ISIl,11P I\1.C�ril.\I (IIIV,IM,1W® � �a,f�Oi•l�i .T,ir .-%..¢3 ,4 �oaGlYlr,lw IIFr'� ABarAwMlklanNRLopBLmpnla 1/ rr•'rrrT3r" �IR ,�.:w vnI•aa+r.a.lrrl,ar MST16+Fastene 2 Double Header OOY.P, Wa 1YiYBo11u „P„ ,®.laaear n.I+ ,>n•',.w - iF� 14-10d Nails Clippie � nW4TBba MB R � BoBI im//.o•��araPP.W lms W.I.g7 ��11� f �mw rra lr { FMn,tlaiBPTAYbavolOApYMg. uFv x.air'1fBIBRBIRRI�P �mno rr,lw uv l®un®"r 11.r.11aur 1vR•a ur .� Studs TJI CANTILEVER DETAILS TI'1MMM��r./��••••••��-F�•••,, f�1 ,.«Fr.ru.• r..rr®� ® Sill O�nl,r,T I�—J Wim•lwa.a. MBA15 Fasteners - Pr,a•r MA6 Fasteners Sides, 2-10d x 11/2 2x4 aelr arae uw d,rr"rrrarr Sides-4-1 Od x 1 112' Top, 4 10d z 1 112"- - 2m epI.1.P.rxaa Is Top---•4-10d x 11/2" =' CASINGS,BASEBOARDS,ROSETTES,d PLYNTHS r•+w„ar DOOR b WINDOW PEDIMENTS - 1odnFa yr•a"r KEYSTONES HPAD22 8inch a aPr� a Aa,r r,aw.lw j211 ov,wr.ew m�rl.lr,alc+ pour Fasteners ®r D.C. Der,a+r,aw ,! l.imr r av,a,aa ®� u•lw.r F"m`Rw' : �•vaao 21-16dWds rAaa"•+•r vaa•w.r �ol,r•T..w a A !II ® �. Bolts 4. 1/2"dia.- (f1I ;LI f(11 /'dTiI un lvr.aur u•1waT u �� uvr yr,r rim rlw.ra,tr _ BarNed G•r �.,�• HD64-Anchor .«w.r 17 zx4 Nxk Q nr.awp'r �aa..� ,r.aw �G..Glr,a •r•Qr Bob 718 u � � u ic1FI•Flw.s.: Stud Bob-2-7/8" Uj— w �. llf�BaveWd WWIbW1 w $ Wdm TJI RAFTER DETAILS MOLDINGS HEADER & RAFTER TIES WHITE RIVER HARDWOODS SIMPSON "STRONG-TIES" ,a wlvwAu - VAPOR 6ARRIEx BlilDa Aa REQUIRED - - SHEATHING" REQUIRED PLAN (aEEExTE�E'NIBH SOONSHELVFy BOOKSHELVES/ ENTERTAINMENT ENTERTNNMENT _ �f CENTER - CENTER - LOOR,1018T - 2xrP.T.SO.IPIAWWRH - - �'-{ 1 &C.OANCREQUAREa®FIRST FLOOR O Bac.aR Ae REWIRED u ownsommons eleeu a E j _ - 11 : REINFORCED POUAFD $ - . . 8 , Li Z1 . 1 , . , , -11 .. FOUNREWFON TYPICAL INTERIOR ELEVATION _SLOPE BAtltFILL � D - FgiOFWNAGE r CONCRETE" D AD REWIRED «� REINFORCED WITH ,r rares WEIR 4 WL Pq.Y ='- LNWeiWBFbegL �• YAPOR BARNIFA a .'-•° OVER a•BT(NA:BABE - - _ _ _ WATERPROOF REQUIRED EARANSIONJ001T A"• •tom - LTS40 - ••,.•••!•• BRIDGING THAI HUSA -- --- F(X)nNOPER _ • LOCAL CODE BEAM TO BEAM �.I REaAR AB REWIRED - -- a'DRAIN PIPE WITX 2 - GRAVEL BELOW � - •"' ANC `<� TYPICAL INTERIOR VIEW BRICKTTE /� s�6 m d B1 Hrrow HLV ,6.5 j TYPICAL FRAME WALL SECTION TYPICAL FASTENERS 'r(F '+�� DETAIL SHEET'D ; SIMPSON "STRONG-TIES" -- _ z 541 GENERAL SPECIFICATIONS FOR CONTRACTOR Please Note:These$Mdkmbww ars provided as a am vks a AMU Plan Sours,ler-ousix, . The k4Orroaton le prepared M an sums arm amadinp a UBC gn&debnlas sed is not warranted DY ABaAS Plan Scums.Inc.The aped8e.8ons may hove to be aanaedad due to variations in - 1 i ekl i(Y.It Bocmkwm II�ft msporm6ft limes Cd or w r a nuke the d ca an nodi kabons to sinus wage comp lefic,and - aortdaalamrWrLrdipm. S you any4leda orerrpInseroryoa choke and c9 lack wer Wail building oakWs prior to ft pedal argtroerirmp may require Bot meas spadaations be dhrged b OMM with sahrrYe.wind,or other special Coeditiona as rpuirud by bei codes. GENERAL REQUIREMENTS: STRUCTURAL STEEL: NAILING SCHEDULE: openings wCamred°r Wer b rsapor elecsible ior veriykg W dbenaiona and Condiliona bdudap 1.Ar alnwiLrW steel steatl de ASTM A38 dsbred,hGkaled and eredetl a acmrdarma wpb RISC 1Gene al C me erdabdl be re and cnemial Jena. - 2.This structure atoll be Manuel Eight Edition, 1.Provide aran+g Per CABG sac R�702.3e_1 sed R-503.6 or UBC tants 250 sed 250. and wells have been edaWebydM for Ioede until the roof, 2.Ali welding abedeine by cmWW welder'b'xorderm with mbknum AWS spad5aawna THERMAL and MOISTURE PROTECTION: - - pamas to b elodo°apft al 3.AB anchor bete m he ASTM 307. 3.Ain 1lane. riLy b Mans is m De Drought a me etientlon Ot the designer prior a proceeding with work. Do not Dampproofing: _ rale tract STEEL ACCESSORIES: t.AppysandardDryWWPma:cts.mD.'ThomaealFoundationC,atWfouwNwr, 1.Contractor s an fury comply with the dwrent y work d the CABO One and Two Family Owe Cox cos Book and d weterPrmNg m W backfill tadBe d vlatls below additionalcit slab and Waal code trgearannee g r Aro w0ik responsibility ofviuch Work. d Ln the r te,a ouch laws. 1.FORrdalbn bulla b W 1/2'da X 10'wtm not tea bran T embedmrx into txxNaete, 6'-0"O.c. Wade where kderorhawW Is toward an odU9nalia5,der repuleti0a shag assume full reapmWary of such wain. 2. Qu own "muedWon sed coal m'araca's m W ami$Pae'Provide dam anDfing coWng on all exposed S wb=of omceb - _ - 5.Caoadar shall ps AND11 CaortlinWon wrh W UtiYtles and aenviaa with sob and bel Sin"on lift ar approved equal. walls� and 0alw rk not Covered by Mesh malansis deg b strict mnarmaaa with authorities and uBYtbs. MASONRY: MFG 1.Cor DOW Msarry unite ASTM C913-70 grade N lope 11000 PSI ASTM 0331 and C33mdshre Conasnt Insulation: Prescriptive Path One datWm - DESIGN LOADS: 30%maximum of t*AMWnottoW=W0065% , 5tsrecaaham 2. UBC yps"s'. 1.Roof Vaulted -Ai naW far mkd=W masw y Writ Sher bs R-0 With VOW banbr on wamn aka(wbhr). _ 8.AB mortar Shag be mixed by madlanikal Marrs and Roof Flat R-38 with Vapor bwrbron warm side(wkaer). The mnacar when f rospma tla for acme l de with Chapter 1 Or M torten(CARO far deli "Wasrr4mom Parportkaned by accurate 2.War(ed) R:t6wd+vapor bar Its on wenn Side t~,lysing axrxdon and for verlatatlon of der kneed design kxds. Shovel maastm,",ob Stas not be allowed. 3.Floors over aEnasted spaces R-25 with vapor m warm aide(wkssr). Flo Uva Load :30 PSF 3.A AN liscur for w Uva Load-40 PSIF abs f 3r. 7�LgroEtReRdlvoi�OS2 all Comply with air provWwa far 3000 PSI connate with a maximum aggregate 4.BueMm wall(if any)R-21 b tater cab. . Doctor Live Load.s0 PSF B.WI vols Qonota 5.Basement flab cab on grade 1145 h W at pKIRNAr, R-IO - ng rsk#OMA t bars shall be reinforced with 145 venial Dan,Paced aOOlntay at cemagna of gran 6.Furan ducts a unheated apares R-8. - - stairsGeroge Lin Load Load 55J0fPSF 00 PSF m pt lead 1' from support) com at 411'-O"kits over 4.0'mer be made a cleanoua are provbed. - Sob Be+rbB CaDedy 2000 PSF(assumed) 1.Provide 7-0'x2'-0•ranee,bars equei b size and nunox m traizmbl rairdadnp d d - SVfindk 12OMPHbeakwindspeedexposureC bbnaaCtonaandComersofbrickwags. Flashings: - MASONRY or STONE VENEER: 1.Provide 28 9e,_maker ' f aa -nashav P«teDaBan flashingBrN w end banrq• of construction site b tletemanhe m >bahW 1.All vedner cher les arxrlored lo ahhxhaW eisnienit 2.Gukers and"w"oDLa a be 25 go.pre-fidW1 metal. SITE WORK: I-Mi 22 ga.z b cam maximumtD I verticalUC"and harimr�MMWW ra'1E�e a�0f bu.The des Wall be spading or le•O.C.. Caulking and Sealants: t.FOWEarthwork: WOOD: 1.Posnot d bear on undisturbed son with Coln depth Below anal MN, grade of 1'8'for 1 6 2 sorry and Y-0 for 3 slay. 1.Cask NOW aced d exposed Interior and exterior 100 Won and below grade 2.Do not noted VtA cloy Framing Lumbar: and d those,kdeacr am exterlorpirds and apperdegea conceded by abet 3.BBWYI steel not td0ar than 1 12-2 slope below aaings. 1.All Satyr hamar Slot be Douglas Ftr-Lamb Lumber erected as required by bdldrg M@WiPM,flashing,etc with caulking andlor sealed mMrtel4W _ be Placed against basement raatrWng wags until: CABO rwlag.dtedule,gala s detWs and in swAostions. natural der Painted aRlWlaa. - A CWOOM Or meaanrV grad has reached Ba 28 day sbaxg,h. 2.Grading OW be In acmrdwm s with current W WPA srerdwd-ern,Ri"n B.And atn'chrd Doer MWMQ(Including plywood subaoa)required to Stabilize weds is compared and a �a�ow��atry y�on�. A*MM and anrhaed. -. deeds and org4.BackM anic co "ofmalarinn?nexpendve,free-draining.Wedominety granular materiel,see of 13.3 radeinter °bsymede,Platen.Diocbrg and axis. NEM FIR FE 85-o 1.AB Windows a be U40 Insulated glass or biller.Provide tempered Gfaaa a aiding -- visually No 1 OF I b be der piece FIHCwise AB n. id and abder baariag wed doors•window°wilhin 1e,of any door End Wri dow,lees than 18'above M1dsh floor. 4.AD n ai bed love 1 X 12 in 1 ar harden unless otherwise*le shown. 2.AN skyRa a be U50l Guise r.tempered glass. Drainage: 4.1.Ab members 2x and oras a lash dknaMlOn Wada kin flied. 3.Ab exteriorwood dose a be So00 core wood as Selected 1.Provide trawl S.AN Mrtlberi Ix end Pralar b kraal tlYNmenalon stuX a fins-M-Iaert arhtrir. a prsalaaDed abut dons with Wood'amen,AYb DY ogrto e - - aDaCe drain per sed 291.0 cu,enl UBC or R-309.1 co,arlt CARO. Sheathing Materials: U54,d Other exarbr dg's a be U21L AN kdarbr dons b bye hollow me.wood flame. - - CONCRETE: I.Plywood wag sheathing lir mink C-0 interior with exterior glue Ind"=16 nue° 41 FGMhaa9el11 to ti0BB AIBW 01111 ytWXVI Ill IPoBAW W2rl Rig 551$3 Iw 2.Plywood Floor Sheathing SW Belch C-D bbrior with exledor glue Index 32/18 glued s naW. finish h I opank,g of 24,min..Widen opening of 20'and man.4/'air height above Accessories: 3.Plywood Roof sheatting ire,Oft C-D Interior with exfsrior gine inW Index 32/18 ned 4.Particle Board Urgerayment tar Beide CS-236.00 Cost fanned ops 1-S-2. -. 1.Foundation Vents 16"X s'with Smash car.naiad screen(closable)-poet closable vent 5.Waal Resistant Partka 1/e,Blink phabolk rosin treated tops 2-B-z.Insaued W FINISHES: -- - 2.Co er electricalthground penal door. Board UndarayMm IrZkitc0e,,and s1v05Cballwor a 2.Cover arNro 9r0rd eros Of dawn spate with 8 mil.black viaquan and extend up m mud WII. 3.FoundWkawar to have Ira"aDaPace @ aides and ends of beams®pirden. Interior Decking: Gypsum Wallboard: 4.Foundation 4Jcaaaaas Indicated aro mimmum. 1.2 X 8 T&G g3 D.F.Sublloor over pat s beam. 1.Provide gyps=WWlbOwd of type and mk knew as requled.Gypsum bard _ 5./W cor,crets shag Bev work and Madera shag Mat requkemenb ed MSI NO.97-1 for sa'AppraBon slop a mkn.28 day strength per sec.rt•ion Exterior Decking: and finish of Wallboard'.Joint compound system maxed,apMtetl and aldWned In 6.Use air-entrami g admixture in all concrete,Providing rte(lass men 4%nor more than 8%entraining air ler 1.Open decking and weagor exposed material to be Pressure Dueled. Corr,prena with MFG prated directions,to be kNWA°iter h9sh,andu tp on " concrete exposed b fiaerig and ftWi0g,arid from 2%a 4%for Other Concrete. metal caner beadsad trim. 7.Concrete when Plead shag have a tertgaraaxa between 50 degrees F and 70Gale Laminated Members: 2.Provide 1rr w it**gypm vwWord at d laswells.except at tui&W - - Tempentrre Of 001=010 digress degreesdegreesF. 1.All glue lenrinaled members shall be 112°0 grade datWted,faMketed and eroded b amadence with current Shower recesrs a m s,Web have Ur Waterproof gypsuwaM)D d with tend higher Bonn 90 degrees F. re q er trarmaParting shell never DB mater train 10 tlepnF nor ~A Standards SPsclkatons for gkra Mff*WW Douglas FM Timber. MM"MSWU"Smba up min,640'.WINE 1palween garage and MOdMa to - 2.AN plus Mff*mbd members abed be fabricated with Walarpod glue. ham IPT gypsum wWm wd to roar or on d wale and C Wnp or as kdkated by ' A During cold weather(Wftwd to WWOb re below/0 deg.F)budder shed maintain 3.Conrad all JoiWe purg a,b bsame with Sampson abntlad U.auaps hangers drawings or legal codes. concrab at a miAmuro temp.d 60 dog.F far 3 days and above 32 dap.F for 14 days a develop fi10 bbl bed reasti0ria unless Otherwise shown. - allowbp Act 30OR remnTnad�tlons for Coll weather aCocre". B. Duig hot weather(unbimM am.move deo seg.F.)burider and follow recommended"for hot Pre-Englneered Roof Trusses: MECHANICAL: walher asmcretlng as described in ACI 30OR as required to mintm¢e temperature and shrinkage 1.Truasa Shall conform to d Provisions of the Current edition of CABO or UBC p I.General Plumbing: Pa current plumbing Code.Use ABSIPVC ack - eradnhmg W Corlceta, for atandada for design as materials. wast and vers PON.Use Copper WNW supply piPag. - - Pressure Treated Lumbar: 2.Exhaust fens,rage hood and codas dry'to vera outside. REINFORCEMENT: 1.Ab Wood in porn arena mad with,concrete to be pro sours bated or 3.Provide combustion der kdst for aripjage ens slaws per sed.R-905 1. aeay resistant G 4940.ANMkcamard ba'm°°`team.°basmdamn°mmand`lace in CONSTRUCTION ACCESSORIES: Grade 10 a ilh ACI Dara Steel Shall 31'larded,hbripted and Plead b ELECTRICAL: amordaas with ACI Debg MerKIW o curve. 1.Building Paper'ryvW HOrrowrap 1.Gan"Electriuel: Par°arca aaak W cotla snd as ngas m dnWkW. ---- 2.AN welded win hank shall maarm a current ACTM . spec. 2.Provide Nrdan sea W Sawa pr carom edition CABO or UBC 2.Srtbke dataeans SDd W mxaded b Musa Power and 3.Garpe oma have sX6X6i8 W WM nxx,bred b slab. 3.Provide arTB+q+nake Uss ss 4.Reinforcement shag be acc rs"Mated and edequaby supported by concrete.metal or other Z.Provide orre a earthquake necessary W per earthquake Interconnected floor b Boor. approved deka,spacers,or USE and SOCUIed against tisplacenent during Concrete or grout - - placement,Tack welding not slowed. r_ DETAIL SHEET A 12, none:aRAaE Fahrn,Tnrl xvAra cache eArxrFuaq.eRnaaa anU.n REYAIIWPLAa UNrL FReTFL0a11 DECNNaB WYB.EIED. F FLOORAa 4PIxsFwDaVFJt -- SLBFLOORA.RIQLaIED - -- _ FIDdi JWM AS Ra WARE° - - .- aSaNCP49MBLAS REaIFORCEDWRHVW - - - RIOGEBOANDBFJJAABREQ a0a10W.WJL OVEIII a ML POLYVAPOR - - SARRIERI OVER a•STONE BASE r - RIDGE BOARDSEAM AS REOU SHINGLES AS SPECIFIED OVER BUILDING OR�RE 1=0O aWMTQNASIEQWM - - - FELTOVER PLYWOOD DECKING _ SHINGlE6 AS SPECIFIED OVER BUILDING - - - BASEMENT - FELT OVER PLYWOODDECKWG FER RETO PLAN FAs OR 1 / 2xREMMt ELP1ATE wares fgtc -_- ROOF PITCH \>yIII / it ANCHOED R aOLn'�taQ.oR -' PROVIDE ATTR:VENTILATION AS itC-0UIREp R9FOAM @P POURED CONCRET E REFER TO PLAN FOR °aCMM/ RAFTERS REOWALL 1O5 � EXPANSION ORINNAJOINT PROVIDE ATTC VENTILATION SEISMIC CUP' CEaemJOaTSABREOUIIEO WATEPPROOF AS REQU1ED - - - INSULATION AS REOIMED • 1'CONbaETE aABLWTH°Ya0at0 - REOLLIRED 'Slrme0Nr X25 PLYWOOD 80FFTf WRH 3W MO rte• S Wa A am Erol omVlAE _ OR erauR coNTaslarevemrr ARIVER ROUND aEtSMKI"a RAFTERS AS REQUaEODAMN -- -- �• -�• CELIN3 JOWM AS REQUIRED CURER PER FOOTWO01101AD • (Aral � " n - W9UlAT10NAaREQUIRED SPECS CROWN 110LOING BELOW FROSTLYat 'a •"i.'�'1 • _ PLYWOOD SOFFIT WITH DRYWALL. '1•• J• ROAR AS REQUIRED CONT94IOUIS VIM FASO Ur WALLS FILTER FABRIC ti rte} I • - , CROW„ REaLIVED •ted•! GUTTER PER g) a• PERFORAIFD 1xaBTMRBm SOK SPEC FREEZE DRAW PPE - BASEBOARD ! SIZE FOOTINGS PER LOCAL FA9CW MOM MOLDING 9MEATIIINr A9 REQU FasSH FLOOR AS SPECIFIED OVER UNDERLAYNENTISUBFlAat AS REQUIRED CROWN NOtDI ,?DRYWALL;WALLS ANI) INSULATION A9 REQUIRE CEILWOROOR JOISTB AS REQUIRED FLAWS RaJDeTB�REQUIRE GARAGE WALL SECTION - FINISH S OTHER EXTERIOR BRICK - FBIL911 AS SPECIFIED IN PIAN BASEBOARDDOUBLE FLOOR SHEATHING AS RE FWIEH FLOOR AS SPECIFIED OVER P'OISTS qE� (3/4"-1') - - UNOERIAYNENTl911BFLOOR A9 REQUIRED PAWLLtEL TO ` WS"TION AS REQUIR JOIST BEAN - FLOOH JOBTa AB REpURED _ RW JOISTS AS REQUIREJOIST FOUMIATM WALL BEFORE BACKFLLMW SRW.M SHOLLD FINISH FLOOR SPECIPRID REMAIN WAt: OOmmic ROOK WEIFLOOR FS RECURED ODER �� BRAOE REMAIN UMIILFTRaIFL00R DECKINBBGOLPLEfEb. FINISH FLOG AS SPECIFIED OVER Ja9T8 BELOW PCONCRETE SLAB RIU FORCED WITH ala• SUBFLOORAB ED REQUIR PARTITIONS aOMO W.WJL OVER C IlmoNE RASE } JOIATO FLOOR JOISTS AS REQUIRED STSPA COLPAG7ED FILL FLOOR JOISTS AS REQUIRED ORAs / .° - FR (FLOOR AS REQUIRED DOVER 2xr P.T.SLLPLATE t--rLarE 3'Lal SUBFLOOR hS REQUVRED WRHI?k+r ANCHOR Isocrise o.C.m As WWJA%M AS REQUWA1aaATgNYREQlInEO ED FLOOR JOISTS AS REQUIRED UI •, ifs �EB,,X A_4e 4-_. 2XVP.T.SLLPUTE WITH WEEP HOUSE 0 t•O.C. : BASEMENT _. 1Gk 1r ANCHOR BOLT'E INSULATION All REQUIRED O.C.OR AD REQUIRED WT F WATERPROOF 2Xr P.T.&LPLATE WRH+rlh REQUIRED CONTIG AS METALL 1I ANCNOR aOLTa(rLC.01t REWAIW FIAtORp At REQOREO GRADE POURED CONCRETE - - _ & 3N•IWNJ ORCMGRADE .U. L. v',•. POIIRFD CONCRETE RRANrFEAa iril 3N•(Lrp.) POUR D RIVER 1. E 4'SLOPE DPI •�AROUND EPANSION JOurr Y"a1 AROUND WAi1010N JOINT - - ]N'MR) METAL FLASHING SLOE �' • •'�. • ' a� DRAW - AROUNDRoo RIVER K REQUIRED BYLOOCAL COME BEUDINFROOBIU E E-AS FOOTING SHOULD • 'CONCRETE SLAB VWI/faYe1M1� • ' F SHOULD BE '�• • olomo - -; • re,nal. 4'CON OVERS NL POLY VAPOR BARmER rCONCRflE GLAD WIIHSY' OVElt4•STOIIE MSE BELOW FROST Lw1E •. 1e,Tat W.WJt.OVERaaL POLY VAPOR BARRIER PILTFR FAaRID F FOOTING 8lKK1lD BE POPOLRED CONCRETE MIER FA FETOR FROST IF U �rtmO BELOW FROST LINE VAPOR BARRIER ;R - -•- - - -�- _ _ REQUIRED r MIR. • ,•: •. FILTER FABRICF _ •inti P• L7 S iy •Ka 1:• / REQUIREDRESAR AS REQUIRED aFD:T$ •,a 1 J' ! A6 REOUC' S L• J• - PER LOCAL PER LOCAL a tie :S. •J lila - ''! ! .� •• • REaAA AO REOURED i • '3- UrCm)RBPD SOL r PERFORATED DRAW PEN LOCAL• r PERFORATED DRAIN , PER LOCAL r PERFORATED - - PIPE. PIPE. DRAW PIPE. _ FOOTING PER LOCAL COD FOOTING PER LOCAL 32E FOOTINGS PER LOCAL - UNDISTURBED SOIL UNDISTVRBEO SOIL - TYPICAL WALL SECTION FTYPICAL WALL SECTION PORCH/STOOP WALL SECTION (314"=1') SIDING OR SIMILAR EXTERIOR gOFESSlpty (314"=1') BRICK TWO STORY ON BASEMENT FINISH TWO STORY ON CRAWL SPACE �� S EL A.qN F' - -- PnAMCMd FRAMING NOTES 5. � I Feer gKAxa ' 1� Ptwas M0•i.:T1asa Cen.trrrWon EletaAa a.pold.d ase Mud I BRIDGING TO OMGIROER 24d TOE NAL aaYra aflards NVMI bseurDs,dM he Standard The I i / eRnaWLLTO JOIST Bad TOENAIL Informationods.Uniform awibbaFafarnBladW 01W Iwo BW I x M•ra spy ~.8 616 S SOLE PLATE LOOR TO OMIT 'gd FOLMACE NAL Coda,UNamlgdrkg ship and CAerents 1p" ad TVR Carl" :�: TFOFN WVOQ� 4 3 1. ALL EXTERIOR WALL DPEW106&BEARxaT ' OP�TTOSTID t a,e�1r END NAIL practices„_AasaaDwdkig�Grarga Uek'.aWdier TakaoBmak - I-a =a1 WALL ENI TO HAVEaHEADERS UNLESS HEADUNLESS sTRU TO aotE BATE 21�ea TOEEND NAL� maydagWro const arrss FleraWshrgedbLmary etm - - WWWWake Or"or Rock Sample Vending Calculation Ti I2 OT)IElONeEyaNtAt83. DOUBLE STUa ted 9le, FACE NAL *1114 Of aaKN by. {4 b•xwa Par LECSWu"2516m: 2 JOBfSTNATARE ATTACHED TO FLUSH BEAM DOUBLE TOP PLATE lad®1r FACE W$ evel 131 NET FREE AREA ti 50a ARE TO BE HUNG VM•SNP30W U410 OR EWW. CONTINUOUS HEADER R PC.) "Nd 9lr EDGE PAL a1d"d arngYWTdf ya9d4ka and#A 11010 trim _ _ _ roundalbn undsOPr" Anni a craA ca 1 CLO.JET To PL 3_rd building wan - - . 3. PROVIDE DOLIBLEJ019TS UNDER ALL PARALLEL TOENAIL Otlklalf pitabtla alWlA leul/.'' PARTmoNa OVER PROVIDED PN*JK =M.DRAFTSTOP6 CLGJGT LAP am PL. 315d FACE MNL Om$bcW phase nlppnEaf4'dna Ceraa.kslo 111=11II=11 11001or 1:W(T.W VW I Gaal• L FIRESTOPS AS PER THE UDO BEC.2510F. �ERTOTOP R � TFC MA0. rmaka BalaaraYy m00an11daaraaa tLda -- _ A. LUMBER SPECIES: _NAL dxKrpbamoe ad slruWlW allplry. a klalallca,to _ I�^ 150 Ana RATS A Gree APOET.BEAMBrtEAOERS.J0IBB&RAFTERE. NO2 OOIA3u10 MR. PLYWOOD SUIFL°OR ad®r EDGE VIAL naAu[Idetala pwdaw prig OtBrhroor paxrL as _ - Ya(RaMAmRaaM 11 Veda L It rfHi10R _ ad pile Am Per Va.4 10 11 B. SUA,RATES,BLOCKING,BRIDGING ETC. NO.3 DOUGLAS FIR PLYWOOD i ROOF SHEATHING war EMEMAL COPYRIGHT OM BY ATLANTA PLAN SOLIRCE,gIG _ G AM $I= STUD GRADE DF. Id 0/S WTreR1GR VIII IIII=_1111=111F�111�111 D. POST AHEDEsraa uTIOrYGRADE OP. TOPPLATINTERSECTIONa 2-ton FAceruL E. PLYWOOD SHEATHING PCOX PLYWOOD,32nd MULTPLEJO1Sfa(UPT03) 1dd�15 STAGGER NAIL AULTPLE JOIBTB(OVER 3) k_ ITSWIWAIHERS CRAWL SPACE VENTILATION F. GLUTANBFAN6 FDNm,ORYNH ,RBSA1tEDerIEARaa3 -W FACE NAL LDETAIL SHEET- B Y k ♦ a �1 � � 1 ♦ Is . �/ i 'i �re �v.� .""r.,'�+....- __•-...+� ftp � �S ,� t�'`:`�'S'i` AN 'k'n' _ �k 0 ♦ 'r� �� i wla \. , 'Y, f y"'zlLi I I{r e'9, '�{'',y. a'a WG _ '.-� -. �� ..._.__ ® s�' // t -_� -.....•vaew�r \`�\�\`� � - _ 'It { vr*a'� V��.c�j•�-x t`b� � �#R•,� ® '.■ - .�k•, � �.I�� .+w.�Q 'swre�cr� � ' } _. K6 6 � �` e t 'b ��+. s"� rar' `� 1 - � ' ;rte- - ° 1 r Yf �� ' ♦ 71, „ _ t` ,`,�r� s` � `a Ti�Y,j"`� r �'♦s �5 - ,dm s - iAt aw �j '^ : - - r { ( _ �( ...• , . ' R�q+M��, .`"3 ' a .a � 4j '�� a 1 j� ..7 ♦i 1 1�F,1!ry �': �`e1/ ', � ti �� ^, .� . l �ti� ''fir..' ..+.•a,..�'�+ 3 kr � e -. r� r !1.,i.i,.l{, � � �� ji ,`�p ` ',e y, - - �;kii� 1,` � � t :,'�s; n� � Ilrt:�,I� �1 /i�� IV {y -,t�� r � (h '.��'%►�e -�"__ w �! �ry t .` +. .G J a - Sft at�r � �! 1 � 'f �r�l/ 1 r , r i\l lr,. r" • a fn�*�{[{( �([3 � 1 �� /f 41 ..N�(f!.•+t - PM _ - - \v � ', aid , i♦ v -1. 6F Sf (\r 44WOjA P' \ •a."' -'`� Rad - y 1 r r,. Yr17!r, - Ilk cz ':r'-�� m'— "`• ,¢e' ± � '' 1 �''s-A3`��s` ��/'.f".ti1!/I/4� y , j 1� a i r _ 4 - Y V O jV ■ �x ■ r o �r��' / lSol — Ask ,�illl;; . alas k ■o. �irif lith Iii II - 1 � irrnj= A�rerlow f � ■ �� ° i[il:w� 'grill ■ � I I `� - - -&1��9� `t�Mi ff- ■ .--��`!1 . j-�r. ,I ,Iw�sr.lr_. .s I � - ---_ � - �rerl; ' rrn a s� I� ii 4ti i�riil ! N"! aiiir it MEN 1 _ inn; rl mmm i -_ iii ;el — �ll , :lo go@ logo = ■ �r �. �JIM ■ 1 it li, ■ �� ; Name Now ■�s i ■Iti�i== 'I�liM ii fi; •Ill's, , itrii/■ �liElt ll� = it i;' ► ";, ;;bait®! , /t, - � ■ AM .♦ r x. 1 GENERAL NOTES : L CODES THE NEW RK S YORK SHALL TATE RBUILDING M TO ECONSTRUCTNEW ISTATE ONMANUAL AND LOCAL BUILDING CODES, THE MOST STRINGENT SHALL APPLY 2 THE ACCOMPANYING DRAWINGS AND SUBSEQUENT T NOTES ARE IN CONFORMINGINSFRUCTI NS FOR INSTALLER WITH BASIC REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE IN ADDITION ALL INFORMATION AND DATA FINISHED BY THE OWNER SUCH AS TEST 1. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING T❑ THE INSTRUCTIONS IN THE BOEINGS' (SURVEYS OF AND ANY DEED RESTRICTIONS, HAVE BEEN INSTRUMENTAL IN SIMPSON (WOOD CONSTRUCTION CATALOG — C-2003), INCORRECT FASTENER QUANTITY, SIZE, TYPE, 3. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16d FASTENERS ARE COMMON NAILS THE SITE PRIOR To THE START OF ANY WORK AND HE/SHE SHALL -� (8go. X 31') AND CANNOT BE REPLACED WITH 16d SINKERS (9 go, X 31') UNLESS OTHERWISE SPECIFIED SUCHAWORKTAGRErELwTH WITH THESE PLANsENT of THESE PUNS AND MAKE FIXED G ASS 2. BOLT HOLES SHALL BE AT LEAST A MINIMUM OF I' AND NO MORE THAN A MAXIMUM DF 4 THE ARCHITECT/ENGINEER OR DESIGN CONSULTANT ON RECORD HAS NOT I' LARGER THAN THE BOLT DISMETER (PER THE 1997 NDS. ECTIEN 312F), BEEN RETAINED FOR FULL SUPERVISOR, IT IS THEREFORE THE CONTRACTORSS 4 12 � ' -0° BASE 3. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION RESPONSIBILITY To INFORM THE SAID PERSONS ABOVE of THE APPROVED PUNS, OF ANY UNFORESEEN OCCURRENCES, OF IN ANY DISCREPANCIES WITH PLANS 4, USE PROPER SAFETY EQUIPMENT AND FIELD CONDITIONS DIFFERING DURING THE CONSTRUCTION PHASE ' 5. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES *-- FOLLOW PROPER WELDING PROCEDURES 5 ALL CONTRACTORS USING THESE DRAWINGS ARE To COMPLY WITH ALL AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARLIS. LAWS, LOCAL ORDINANCES AND REGULATIONS WHICH BEAR ON THE SCOPE AND CONDUCT FOR THE WORK WITH REGARD TO THE MATERIAL ASSEMBLIES, FORMS i 6. PNEUMATIC OR POWDER-ACTUATED EASTERNERS MAY DEFLECT AND INJURE THE OPERATOR OR AND METHODS of CONSTRUCTION AND SERVICE EQUIPMENT USED. / - OTHERS, NAIL TOOLS MAY BE USED TO INSTALLCLINNEC I ORS, PROVIDED THE CORRECT QUANTITY 6 PRIOR To THE COMMENCEMENT of WORK, THE CONTRACTOR SHALL AND TYPE OF NAILS ARE PROPERLY INSTALLED IN THE NAIL HOLES TDDLS WITH NAIL HOLE-LOCATING oerA1N ALL NECESSARY BUILDING PERMITS. WHEN CONSTRUCTION Is COMPLETE MECHANISMS SHOULD BE USED FOLLOW THE MANUFACTURES INSTRUCTIONS AND USE THE THE CONTRACTOR SHALL OBTAIN A CERTIFICATE OF OCCUPANCY AND/OR A CERTIFICATE OF COMPLETION AS REQUIRED BY THE NEW YORK STATE BUILDING APPROPRIATE SAFETY EQUIPMENT CORE AND LOCAL MUNICIPALCOMPLETION, AS. 7 JOIST SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE JOIST END 7. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH AND THE HEADER SHALL NOT EXCEED I.h PER ASTM TEST STANDARDS DISAGREES WITH THAT INDICATED ON THESE PLANS THE CONTRACTOR SHALL NOTIFY THE ENGINEER SHOULD THE CONTRACTOR FAIL TO FOLLOW 8. FOR HOLD DOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS I TO 1 TRUN WITH A WRENCH THIS PROCEDURE AND CONTINUE WORK, HE/SHE SHALL ASSUME ALL THE WITH CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE CARE SHOULD BE TAKEN TO RESPONSIBILITY AND LIABILITY ARISING THEREFROM NET "OVER-TORQUE THE NUT, 8 ALL PLUMBING TO COMPLY WITH STATE AND LOCAL CODES. X9 ALELECTRICAL WORK BE IN ACCORDANCE WITH NEC AND TO BE CERTIFIED D BY THE N Y S. BOARD OF UNDERWRITERS. 10 NO WORK TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE LOCAL AND/OR STATE BUILDING DEPARTMENT AND/OR AGENCIES AND WHEN ALL NECESSARY PERMITS HAVE BEEN OBTAINED. 11. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY CONTRACTOR SOLELY RESPONSIBLE FOR SUCH CONPONENTS ❑❑ EXISTING HOUSE LID 12 THE GENERAL CONTRACTOR SHALL FULLY FURNISH ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND ANY OTHER ITEM WHICH MAY BE DEEMED NECESSARY ❑❑❑ !TO REMAIN) ❑❑ 4'�� FOR PROPER EXECUTION AND COMPLETION OF ALL WORK SHOWN, CALLED FOR I� 4' ❑R 6' OR INFERRED BY THESE ACCOMPANYING DRAWINGS AND SPECIFICATIONS, L ❑❑`J L� INCLUDING ALL NECESSARY SHORING OF ANY EXISTING CONSTRUCTION AND PFS44A ° 0 PROTECTION OF EXISTING CONDITIONS DR PBS46 M 13 ALL FRAMING LUMBER TO BE GRADE MARKED AND HAVE E=1 4 AND :Prl 0 A DOU00 P.FI AND SHALL BE 1HE F I-12 0 SPECIES A GLIAS FIR, CONSTRUCT, GRADE F1-1200 DouM,SdS1' STANDOFF P S.1 --------=----- - GRADE VARIESGOJ SATISFIES CODE 14 ALL WOOD JOISTS ARE TO BE 1fi" oc UNLESS OTHERWISE NOTED a, 111 m IT to II - REQUIREMENTS -_-_ EXIST ° 15 ALL METAL OR/AND WOOD STUDS ARE TO BE 16" o.c. UNLESS (2) 2 X 10 I WALL OTHERWISE NOTED DENOTES 2 X 10 16 CONTRACTOR TO PROVIDE FLASHING AT ALL EXTERIOR WALL OPENINGS i 1r Il r ' 1 1. 1 I. +* AND ROOF INTERSECTIONS STEP FLASHING WILL BE PROVIDED AT ALL JOIST ® 16" O C J i 71 II ','I 1 ,I EI. I I 1.' I' 1. 1 ' I ' \,-SEE RAILING .� ® CHIMNEYS IN CONTACT WITH ROOF ALL VENT PIPES OR OTHER PROTRUSIONS r. ) y 1 3 DETAIL , «M SHALL BE PROPERLY FLASHED WITH BASE AND CAP FLASHING I•' If i II .II 1,,.1 I I ' I IN I , 'I b •.I I , .I I"II I I L '. 1 F 1� I tl "� �♦ I " 1 L ; . �T„1 FACE MOUNT HANGER #" + 17 CONTRACTOR R VERIFY ALL WORK WITH MECHANICAL AND ELECTRICAL 2'-4 I�3--4'I-- 1�4'- �FIf - 7'-0�' Imo---� q" ---.-yl - �/ SIMPSON STRONG-TIE (LSU28) * a4 4 CONTRACTORS L COORDINATE LOCATION OF SLEEVES, PIPINGS, DUCTS, d CONDUIT AND ELECTRICAL OUTLETS 18. CAULK AND SEAM ALL JOINTS PROVIDING A POSITIVE BARRIER AGAINST �\ STANDOFF PAST BASE THE PASSAGE OF AIR AND MOISTURE �I Q� I 1/Q ^I � n'�� 19 EXISTING BUILDING TO BE PROTECTED AS REQUIRED V / Y\ ✓ V! 1VOI V SIMPSON STRONG-TIE (PBS) 20. THE DRAWINGS ARE NOT TO BE SCALED FOR DETERMINED DIMENSIONS PBS44A - 4 X 4 MEMBER SIZE THE WRITTEN DIMENSION IS THE ONE THAT GOVERNS UNLESS THERE 15 A XAE�I/4 I-0' PBS46 - 4 X 6 MEMBER SIZE DIMENSIONAL ERROR ON THE DRAWINGS IF THIS OCCURS, CONTRACTOR SHALL NOTIFY SAME WHEN A DIMENSIONAL ERROR OCCURS. IF CONTRACTOR DOES o JOIST HANGERS WILL ASS METIFY S ALL RESPONSIBILITY THE THEREAFTERWILL BE NEGLIGENT OF NOTIFICATION AND _ (TYPICAL) EXISTING HOUSE �— SEP m (TCT REMAIN) - 2 x 12 LEDGER DINING 21XIO' CCA, JOE / MINIMUM UNIFORM (DISTRIBUTED DESIGN LOADS 1/ 1/ BOARD SECURED (REFER TO TABLE 301.4 OF TOE RESIDENTIAL CODE OF NEW YORK STATE) V 0 N V R NOTES : TO WITH LAG WALLS 4 BREAI .i AST KITCHEN I 2 T6 D.C. ¢l WITH LAG BOLTS POST TO FOOTING i. ALL FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN/ \ -- --' - CONNECTOR USE LIVE LF DEAD LOAD UNDISTURBED SOIL AT MIN BEARING CAPACITY OF 2 TONS PER SO FT Imo. _ _ 23' 6' E32 CDNCRETE BUST --- EXTERIBR HALCONTES 60 PSF 10 PSF 43 \ - --- 9 --- FOUNDATION �-- FORTING EXPOSED MIN 3'-0" GROUND COVER FOR ALL E%TERIOR FOOTINGS AND WALLS CONCRETE, FIELD MIN 3' ABOVE GRADE DECKS 40 PSF 10 PSF oSMIX, 1 C.F, PER BAG 2 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI s AT 29 DAY TEST, THE MIX DESIGN SHALL BE SUBMITTED TO THE ENGINEER FDR POSTS, INCL PASSENGER VEHICLE GARAGE 50 A PSF AS PER PLAN40 1 SONA TUBE FOR APPROVAL PRIOR TO THE START OF ANY CONCRETE PLACEMENT 4056 12' DIA. FORMS ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 PSF 10 PSF 3. ALL CONCRETE OR MASONRY WORK SHALL BE PERFORMED AT NO LESS 2 X 10 LCA JETS s THAN 40 DEFREES F NO CONCRETE SHALL BE CAST ON FROZEN GROUND (T)P.) SECURED ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) 20 PSF 10 PSF ln TO RIM JSTS 1 4 ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE T WITH SIMPSON Il ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF CURRENT EDITIONS OF ALL PERTINENT AMERICAN CONCRETE INSTITUTE STRONGLE STANDARDS INCLUDING ACT 318 AND ACT 301 A_12' SLEEPING ROOMS 30 PSF 10 PSF5 ALL REINFORCED STEEL SHALL CONFORM TO SPECIFICATIONS FOR A S T M, A615 GRADE 40 WITH EPDXY COATING AST.M. A775 GRADE 60 . STAIRS 40 PSF 10 PSF ( )6 ALL REINFORCED STEEL SHALL BE PLACED, CUT AND OR BENT INTO GUARDRAILS AND HANDRAILS 200 PSF 10 PSE ACCORDANCE WITH THE CURRENT EDITIONS OF THE AMERICAN CONCRETE 5 5' S" 02 - tINSTITUTE AND THE CONCRETE REINFORCING STEEL INSTITUTE STANDARDS ROOF LEADING LIVE-GROUND SNOW LOAD 30 PSF AND PRACTICES D1 NOT TO SCALE 7 ALL REINFORCING STEEL SHALL HAVE MINIMUM CONCRETE COVER AS SPECIFIED BY THE PERTINENT ACT STANDARDS ANS AS FOLLOWS FORMED CONCRETE NOT EXPOSED TO WEATHER _.... .. 3/2-3, 6,. TOP REINFORCING IN SLAB y2'_1" (2) 2 x 1P CCA EAMBOTTOM REINFORCING IN SLAB4086 _D UNIFORMED CONCRETE EXPOSED TO WEATHER OR GROUND .3" —q' q" 6' t2' % 36' DIA ❑TING a N (SEE DETAIL) 8, WIRE FABRIC TO BE ELECTRICALLY WELDED AND To HAVE AN ULTIMATE RAILING STYLES TENSILE STRENGTH OF 70,000 P s I n w FOUNDATION T REINFORCEMENT AND POURING OF CONCRETE INSPECTION TO BE TAKEN AND TESTED AS �� ✓ REQUIRED BY LOCAL AUTHORITIES POST (TYP,) 4 X 4 CCA T-4'---yT�4'�Tr -- 7'-Ci -- 10'-70A"- - 10 ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 8'-4'• ---I 1 AND ALL WOOD SILLS ON FOUNDATION WALL TO BE C.CA WITH 1/2" DIAMETER ANCHOR BOLTS 8.0•' OC 2B'-5�'•-- -- -- HORIZ 1 HORIZ 2 DECK PLAN VIEW TOP RAIL SCALE 1/4" = V-0" 2 X 6 AREA OF DECK 332.7511 Sq, Ft 21 O.c r O `CCAc, ' 31 n• To W-1 2X a Perim: 77' - 78 O FACER OR LEDGER O CCA RAIL 7C 2 2 X VERTICAL CA RAIL VERT 1 ® 5" ox VERT 2 (� }�7/�V �7 j�y'T� T��v TT �7 w NOTE: AVILLL�1Clld i�.LCdJSd )'j�A�l\S,II�11.dgA\1.LCd 1CJ.ge JSd1Ld(S.. ALL EXTERIOR WEDS (LUMBER) - I ; DRAWN BY: DRAWING NO. KJ OR WEED IN CONTACT WITH GROUND DETAIL D 7T 7 /'� T��1FTT I,, T 1 .- - ,I � 11, $AOFBSS✓�Q/�� 4 POND PEACE, OYSTER BAY COVE, N.Y 11171 TEL: (ss) 75394099 9 OR CONCRETE TO BE PRESSURE (-,)LEDGER RAILING DETAIL AIL I .� � 4(A �L A•,yN F' CHECKED BY TREATED..CCA-TYPE TREATED �' I' .' SP 0c ��+ NAME: ABOVE GROUN➢..RETENTION MIN, 0,25 NOT TO SCALE NOT TO SCALE I )� 8 2005 I ca w ' =' �p JOANt4E CALABRESE SOIL CONTACT (PDSTSX,MIN. 0.80 -__l I ( 1070 UdErPOND ROAD,OREENPORT,N.Y. DATE, PROJECT SCALE — ?005 PROJECT N0. aT ^e® y o DRAbiViNG BEBAiC FILED FOR ATTACHED WOOD REAR DECK 3pH"Ra',, 2842 1• �v\:, '� ® o OAK � FLOORING O 111 OI 1 I2-0 2x6 PLUMBING WALL 2'_0 U � CATHEDRAL CEILING \ 7 l EXISTING WINDOW III TO BE REPLACED m WITH DOOR � OAK FLOORING 2846 1846 8,-oll 4'-O" 16'-0" CHANGE WINDOW TO 304( DBL 7UNI. EGRESS: 5.92 F. FLOOR PL14N GLASS, IO.S S.F. UNIT, 14,96 g.F. DPr SO)WITH D.P. UPGRADE) ADDITION 'EERFOOT DR., NTCHOGUE AMENDMENT Se tember 13, 2003 $GALE1/4" lPO" DRAWN BY: M. HAND OF 1 ALL CONSTRUCTION SHALL --___--_ 16 A MEET THE AEOUIREMENTS OF THE '-O CODES OF NEW YORK STATE. APPROVED AS NOTED 16'-0 9 15 3 3s� „ �y� -- -------- -- ------------------------------- 2842 EP,#r?1-/-- DATE: � ' � I FEE: d BY'.� - -- - NOTIF BUILDING i�4 RIM miN AT 765- 8 B AM TO 4 PM FOR THE OAK O NSPECTIONS. FLOORING _ 1, FOUNDA TWC REQUIRED �CE �FM+ POURED RETE _uNDEAWA D �• a = — 2-O - _ _-_ _ _ 2-INSULATION AMING MBING RI 2-0 S. •a (P - 4.-FINAL-- CONSTAUCTION M_ _ BE COMPLETE OR �0. - CONSTRUCTION SHALL MEET THE - REOUIRpTHE RK EMEN7S 07 RESPONBIB©E FOR YO p 0310 OR CO TRUCTION ERRORS, 5= -- - -------- - -==Q= oeI --� =T`=== --------- --� , -O - Q2 - „ (3) 2X10 SIR ° EXISTING u - - - - - - - EXISTING ; �, 8, l'_8° CATHEDRAL HOUSE I-IOLISE CEILING o rc TOF 8WINDED & CONNECTIONS TO lBE REPEALED H _ NA _— WITH DOOR = REQUIRED. Ir � o � OAK FLOORING ELEVATI J -------------- ---------------------------- CERTIFICATES' E IS UNLAWFUL ` i, - — 2846 2846 WITHOUT 4'-0" 8'-O" 4'-O' P�urnelNG TEOF OCCUPANCY 161'01, gLPLULATERg INES NEED TESTINGBEFORE COVERING FLOOR PLAN w-of NE6yY .DE�q� 0 FOUNDATION PLAN 0 ' WONITH CHAPTER PLUMBER CERTIF D THDAMAGEpR VE TION ON LEAD CONTENT RIDGE y N TIFICATE OFOCCUP ROOF: D�N ASPHALT ROOFING R USEWATERNNOT 15- FELT P TE 1/2" ODX SHEATHINGRI- % LEAD. EXTRIOR WINDOW/DOOR OPENING SCHEDULE 2X8 RR alb"oc a\6 MRH E RIM G3 In OTT. MFGR, GAT. NO. DESCRIPTION UNIT 5.F, EGRESS S.F. GLAZING S.F. U-VALUE ZONE MIN. DPUNIT Df' NOTE INSULATION ANDERSEN 284 DBL HUNG 12,25 4.80 6.60 0.35 4 35 50 USE WITH DP UPGRADE KIT IN6TALLEI M M 5.23 SAT 4 35 50 USE WITH DP UPGRADE KIT INSTALLED 2X6 GJ alb OG 13.I1 5.23 _9.4T 5 40 50 USE WITH DP UPGRADE KIT INSTALLED _ 1'E" O.H. SIDING: N =d. VINYL SIDING - -- ALTERNATIVE FOR OPENING PROTECTION (TO MATCH HOUSE) O ' WOOD 6TRUCNRAL PANELS WITH A MINIMUM THICKNESS OF T/16" AND MAXIMU 1 TTVEK VAPOR BARRIER c m PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN /2" ODX SHEATHING _ ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GL SZED 2X4 STUDS alb"OC 4'maoor vervr RI3 INSULATION OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ROOF - (REFER TO SECTION 1609.1.4, I60S.6.5 AND TABLE 1606.1.4) TABLE 1609.1.4 SILL; 2X6 PT SILL PLATE 2X8 FJ alb'OC R30 IN6U ATION 3/4" 6UBFL00 WINDBORNE DEBRIS PROTECTION FASTENING TERMITE 5H1ELD SCHEDULE FOR WOOD STRUCTURAL PANELS ATTIC FOUNDATION- ET TI1511KI 111111\ (3) D CO IT II I FAETNER SPACING (INCHES) s „� :�, ��N FASTNER PANEL SPAN 2FEET<PANEL 4FEET<PANEL 6FEET<PAPIEL e' CONC. BLOOKWALL = — - SOF TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FE, B DAMPPROOF EXT. IIII IIII III- 2" THICK CONE. SLA CODE$ 2.1/2"$6 76 18 i2 6 FIRST FLOOR B"X16" GONG FTG. 111111 ��'; p - _�- 1� DITIONSOF OODSCREWS ICD. 2-1/2 N8 16 16 16 12 GROSS SECTION SOIRHG.D TOWN ZBA WOOD SCREWS Ical SOLTNOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES TO APROVED SEPTIC SYSTEM SLOPE•1, PER FOOT PITCH TO N.Y.S.DEC BASEMENT DRAN PLUMBING SCHEMATIC 6 ADDITION DEERFOOT DR., GUTC AGUE PAGE I OF 3 Se tember 03, 2003 1 SCALE 1/4" = 1'0" 1 DRAWN E3Y M. HAND CONSTRUCTION DETAILS E WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER NOTCHED RAFTER O RAFTER-TO-PLATE RTI5 (USE WITH SPTH4 CONNECTOR) R RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD IDGE— RIDGE 2ND. FLOOR WALL-TO-IST. FLOOR WALL KI-FTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT-I APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R WRAP UNDER DOUBLE SILL PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING I I (USE WITH 3' SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER PROVIDE 1/2" SPACING BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE 2 OTHER STUDS ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT RAFTER FOR ALLOWING L. FASTEN ECT CORNER STUD SUPPORTING MAXIMUM SPACING HOLDDOWN INSTALLATION RANSFER SHEAR SILL PLATE TO FOUNDATION I STORY z"OC CRAWL SPACE OR FOOUNDATION TOP SLATE WITH (2) Ibd SILL PLATE TO FOUNDATION zSTORIES 36"OC TOP PLATE CRAWL SPACE OR FOUNDATION MON NAILS 6 6' O.C. WALL BOTTOM P ATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57"00 WALT . STUD SIDEWALL ENDWALL USE WITH 3x3 SQUARE WASHERS WALL STUp (USP LBPS58 OR BP583) TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION 2ND, FLOOR WALL STUD KING STUDS 2ND. FLOOR PLATE CRIPPLE STUD WOOD JOIST SUBFLOOR RIM BOARD EADER r-f NJ BLOCKING O WOOD JOIST GIRDER/HEADER IST. FLOOR TOP PLATES r',:�r r T S I WOOD GIRDER WOOD JOIST IST FLOOR WALL STUD ':?� yP� TYPICAL HEADER CONNECTION JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD SILL GASKET 4 IST. FLOOR PLATE TERMITE SHIELD SUBFLOOR DBL. SILL PLATES WALL STUD WALL STUD (TO OVERLAP JOINTS) BOTTOM PLATE I lOTTOM PLATE RIM BOARD o BATHTUB SUB FLOOR FOUNDATION WALL - °- DOUBLE JOIST DOUBLE JOIST DOUBLE SILL PLATE FOUNDATION WALL % SILL PLATES TO FOUNDATION ANCHORING o DOUBLE JFOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS IST. FLOOR TO FOUNDATION CONNECTIONS ADDITION of RFoor DR., curcHooue Paye 2 of 3 OIST September 03, 2003 SCALE 1/4" = 1'0" 1 DRAWN BY M. HAND WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:GENERAL MER FN 7 8 1) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 34NAIL NAIL RESIDENTIAL DWELLING When a collar be is used in leu of a ridge strap,the number of 10d common nails regioned JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: is each end of Me collar9e need not exceed the[adulated numberof 8d balls rn Me strap RAFTER TO 8'WALL:3 sit COMMON EACH BUILDING HEIGHT TOP PLATE 10 WALL 4-8d COMMON RAFTER TOE-NAIL TOTAL SO. FT. OF CONSTRUCTION 312 5F 1) The information within this set of construction doormentsrs related to basic design 2) RAFTER-TO-WALL ASSEMBLY CEILING JOIST a'WALL 3-Bd COMMON EACH intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear wall connections for caller,carting or I to top plate shall be m - TOE-NAIL DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND for generally accepted good building practice and compliance with current New York accordance to table 311 When a rafter or truss do not fall in brie wild studs TOP PLATE 10'WALL 4-6d COMMON JOIST-[otic below,rafters 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Slate building codes The General Contractor is responsible for providing standard or trusses shall be attached to the well top plata and the well tap plate shall be attached to CEILING JOIST TO AS PER TABLE 37 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANSCOSS SECTION AND GENERAL NOTES construction detalls and procedures[oensure a professionally finished,structurally the to the well stud with MA connections Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product shall be connected with uplift connections In accordance with table 3 3c CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE EXT. BALCONIES 60 OVER PARTITION WFCM-SBC LAP NAIL DECKS 40 2) The General Contractor is responsible for ensuring that all Work and constmcton 3).WALL-TO-WALL ASSEMBLY COLLAR TIE AS PER TABLE 34 EACH FACE ATTICS Wia STORAGE 10 meets current federal,state,county and!anal codes,ordinances and regulahobs, to Wall studs above and studs below a floor level shall he attached won uplift concrabons in TO RAFTER WFC M-SBC END NAIL ATTICS w/ STORAGE 20 These codes are to be considered as part of the specifications far this building and accordance with table 3.31b When wall studs above do n at fall In line wllh studs below,the DESIGN LOAD CALCULATIONS should be adhered to uvea rf for variance with the plan studs shall be attached to a common member in Me floor assembly w in uplift connectors in BLOCKING 2-Rd COMMON EACH TOE OLIVE LOADS PSR) ROOF (GROUND SNOW LOAD! 45 accordance with table:3.3 TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40 3).Dimensions shall take precedent over scaled drawings RIM BOARD 2-15d COMMON EACH END ROOMS (SLEEPING) 30 (DO NOT SCALE DRAWINGS) 4) WALL ASSEMBLY fOFOUNd to the TO RAFTER ENO NAIL STAIRS 40 4).TheFlrs[wale studs shall tistrall connected have MMB imum embedment sill plate,orf 7 bohesttomplate with uplift /± responsibility designer forcosnuction engagedgwith for these plans,nrresplon and assumes no scramblersSteelId-on- shall h5Inche iimumecuyblock foundations, in concrete WALL FRAMING: GAURDRAILS fANY DIRECTION! 200 construction for construction techniques, wlequen es,or p ocedures,or for the plate and n ailed In accordance cites me 3,31, When steel straps a e lapped and under NAIL NAIL construction means•methods,techniques,sequences,m procedures,or for safely the plate and nailed In square washe with table used When steel straps are lapped under the JOINT DESCRIPTION OTY SPACING NOTES EXPOSURE CATAGORT O precautions andprogramsms In connection use hf these work.There are no warmntes fora bottom plate,ote iphsquanwamid snarl,.Usedwdble 3h the anchor addbaits i Atosar boltnding LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION specific use expressed or implied mthe use of these plans. spacrngrs[ear spacedowedbedeen 6_tlanwto table 32a.In addition tate acing, TT PLATE TO 2-16d COMMON PER FACE NAIL (ROOF - FOUNATION) DETAIL AGEx GENERAL NOT PAGE anchor bolls are to be spaced between 6_12Inchesfrom the end of a sill plate and all TOP PLATE FOOT SEE NOTE 1 5).Refer o the Window and Door schedule for exterior openings comers TOP TERSECPLATES AT 4-16d COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL ND OTE WIND AGE lu5 INTERSECTIONS EA SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or General facture'sss[oensure Mal masonry mprefabmoted fireplaces meets 5) TYPE IEXshear SHEARWALLCO of 7/16 inch STUD TO 24" FACE Sym. or exceedsmanufacture's specifications and applicable codes Type lameriorshearomonaMaminimum ni Gf7parral wood structural 12".c Inelontheexterior STUD 2-16d COMMON O.0,0 NAIL FIRE PROTECTION SEE FLOOR PLANS attached with Bd common nails a[ 6"o.c.al the panel edges and 12"o c In Me field,and (SMOKE x CO? DETECTORS) HEADER TO 16"O C FACE such a General es,sh usagr to consultwiththes,owner for all built-in items 112 es h gypsum and 10"oe In the tl gold she[sooner bIaccordance w ad coaler length at T'nc at panel 16d COMMON TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION such as bookcases,shelving,pantry,closets,Mms,etc. edges and ID•'o.c In the Oeld shall be In accordance with the length requirements specified HEADER ALONG EDGED NAIL in table 315a-b TOP ORBOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK 3.5 RELEASE ! 8).Wind load requirements shall be taken Into account during construction PLATE TO STUD 3-16d COMMON PER 2x5 STUD NAIL 6) TYPE If EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO FOUNDATION NOTES. Type 11 exterior ,shearwalls shall meat the requirements of table 315.4,times the app.P,I.ta FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL FOOT SEE 1).The General Contractor and Mason to review plans,elevations, dated-and notes to length adjustment factors In table 31 END JOIST OR BLOCKI NO NOTE'1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of finished floors)above typical grade 7) INTERIOR SHEARINALL CONNECTIONS FLOOR FRAMING: GROUND WIND I SEISMIC FROST WINTER ICESHIELO Allowable sldewell lengths provided In table 3.14 shall be permitted to be increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2) All footings to res[on undisturbed(virgin)soil, interior sheamalls are used.Sheathing and connections shall he in accordance with JOINT DESCRIPTION QTY SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2.44 2 and 2 2 4 r..prdrv.ly 3) Provide l/2"expansion joint material between concrete slabs and abutting JOIST TO PER TOE MODERATE SLIGHT TO concrete or masonry walls scouring in exterior or unhealed Interior areas 8).CONNECTIONS A IOUND EXTERIOR WALL OPENINGS: SILL,TDP PLATE GIRDER 4-Bd COMMON JOIST NAIL d6 LBS. 120 B GEVERE 3FT. TOHEAW MODERATE 11 NONE - Header and/or gilder mnechons shall be attachetl with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached M exisllng concrete structure shall with table 35 Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-Rd COMMON END NAIL belnstalledwlth#4rn e-bar,1B•longat,2"oc Use approved epoxy fonstallation 3,5, ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: BLOCKING EACH TOE 5 Unless othewise noted,all slabs on grade to he 2500 s r.Concrete to be 2-Bd COMMON R 9) CATHEDRALo be rued TO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES poured in4inch m3thick sand Mickgravel fill with 6x6 Wire mesh relnfordng.Interior slabs aMore nchoaridgers to be usemorsloeconbeam,[hall bers shall acheditoerc adjusted and BLOCKING TO 3-16d COMMON EACH TOE AT PANEL EDGES SUPPORTSIN MON PANEL FIELD to be minimum 3-112 inch Murk anchored on top of the beam or slope cbnnactars shall be attached to each rafter-to-ntlge SILL OR TOP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE fitl COMMON @ 6"O.C. 8d COMMON @ 6"O C SEE NOTES1,3 fi.Crawl spaces[G be provided wdheminlmum l8"x24"access opening.Install dna along Me open catling not of the building Connections to the ridge and..If shall be be LEDGER STRIP 31-ifid COMMON EACH FACE INTERIOR ZONE fid COMMON@6°O.0 ed COMMON@12"OC SEE NOTES.1(BOTH FIELDS) attached with Me abomr requirements TO BEAM JOIST NAIL NOTE'2 FOR PANEL FIELD 8.16 at Iron foundation vent far every 150 sq.or of area JOIST ON LEDGER PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4'•C C BEE NOTES 1,3 DECK 4ND COVERED PORCH NOTES: 3-fid COMMON 7) Dampproof euetlororualkin foundation dewith6-pull coenefil s sper hall b leap Red over TO BEAM JOIST NAIL the el Residentialgrade prtion of exon Code A 6-mll Polyethylene film shall be applied over 1)-Unless rs,otherivise hampers dad,all framing materialto or ACe pressure treated lumber BAND JOIST PER ENO NOTES the below grade portion of exterior walls poor to backfilling All fasteners,hangers rod anchors to be golvm¢ed or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL BAND JOIST TO PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 8) Drainage as per section R405 of N Y S ResMenliel CGnstructibb Code Girders Girders fmdeckjoi.is lobe ballad ancoeach dwithpost With washers and nuts 2-16d COMMON Girders on concrete pi-rs shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE ? 1) For roof sheathing within 4feet of the penme[eredge ofthe roof,including 4feet an each side of thereof peak, FRAMINGNOTES into concrete with a ml imum ill"ft..7"long anchor bolt wlih washers and buss ROOF SHEATHING: Me 4 foot perimeter edge zone attachments required shall be used 1) All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting gl dere shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTI ON NAIL NAIL 2).Tabulated 12 inch oc nail spacing assumes sheathing attached Mrafter l cuss framing members with G>049 a Edition Wood Framing Construction Manual Use a minimum 1/2"d x7'long anchor InGlt with washers and nuts Footings Shall be 3 H. DTV. SPACING For framing members with<042<G<0.49,the nail spacing shall be reduced to S Inches o c below grade Porches.with covered roofs shall have 12"dna,concrete stere for the girders STRUCTURAL PANEL ed AS PER TABLE 3 8 2) Unless olherwme noted,all framing and structural wood material to be#2+BTR. SHEATHING: G<0 WFCM-SBO 3).Tabulated 4 inch o c.nail spacing assumes sheathing to rafter/truss framing members with G>049.For blocking Douglas Fir 4) Deck Joists to have at 8.0 o c. CEILING framing members with 042< .49,the nail spacing shall be reduced to 3 inches o.c 3) Floors,walls,ceilings and rafters M be spaced at 15 inches o c.unless noted 5) A minimum of 10 inch flashing shall be installed between the bullding and ledger J V NAIL NAIL oMerv.'rse Ledger to be fastened is building with 1/2"dla bolts with washers and nuts JO QTY. SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed. GYPSUM 7" OC EDGE 4) Unless otherwise noted,all bearing well headers to be(2)2x10#2+BTR Doug Fir Sd COOLERS NAIL SPACING NAIL SPACING AT INTERMEDIATE Beano wall headers to have lack studs and 2 full length studs on each side of all WALLBOARD i0"OG.FIELD BREATHING LOCATION NOTES Boards O g 6) Concrete piers she be a minimum S'above grade AT PANEL EDGER SUPPORTS IN THE PANEL FIELD openings.LVL headers toshave ells jack studs and(2)full length studs essuch side of WALL SHEATHING. SEE NOTES 1,3(BOTH FIELDS) openings.Bearing wall window sills shall also have(2)window sal plates For 2x4 wall 7) All joists to be supported with hangers and anchors Each Joist shall also be anchored 4'EDGE ZONE fid COMMON @ 6"O C. Bd COMMON @ 12"°C openings between 4.1 and 6'0 and 2x6 wall openings between 611 and 6'9 Provide lire P Finders) JOINT DESCRIPTION NAIL NAIL NOTE 2 FOR PANEL FIELD and blocking where applicable. QTY. SPACING INTERIOR ZONE Btl COMMON @ 6'O C ed COMMON @ 12"O C SEE NOTE 3 5).All flush beamslheaders to be installed with heavy duly galvinized hangers and 8) Covered Roofs she it be assembled and anchored the same manner asatypical building. STpgNELS AL Bd COMMON AS WFCMPR ASSCBLE 39 NOTES anchors where applicable to all connecting joists PLUMBING NOTES 7n6•ose 3"O.0 EDGE Rd COMMON THESE NOTES ARE ONLY TO BE REFERREDTO IF MENTIONED IN SCHEDULE NOTES ONLY. 6) Double up floor joists under walls that run parallel to the Reclined and under bathtubs 1) All water supply,dr Linage and venting to be installed as per N.VS Residential PLV WOOD 6"O.0 FIELD Floors to have curricula file installed shall be verified for proper load capacity unless noted Conslructlon Code GYPSUM Rd COOLERS 7" O.C.EDGE 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall on plans WALLBOARD 10"O C.FIELD be used 2) Verify septic system with the Engineer for Suffolk County Health Department approval FLQQR SHEATHING: un eall Provide Wockacing wafl.dging in floor)otsls at 8'0 sic Use solid blacking m Rescission 2).TabulatedFort 12 framing dec riedwithspacing assumessheathingnail hug attached[be andcadtframing members es..c h under all bearing walls 3) lfwall studs,provide adequate bracing andplatstout duct a id s ecuronfmanyplumbing related work, NAIL NAIL G>0.49.For(raming memberswllh 042<Gq the nail spacings shall be reduced to6mcheso.c , JOINT DESCRIPTION provide adequate bracing and plates to pmlec[and secure the structure.Verify wth the OTY SPACING 8) Provide insulation baffles at save vents between rafters Install draft blocking as slate Code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3) For exlenor panel siding,galvrnized box nails shall he permitted to be substituted far common �S�p needed HVAC SYSTEM NOTES 1"OR LESS fid COMMON 12"OG FIELD WALL II tl`I r 9) Unless otherwise noted,all roofs and walls to have a minimum 112"Thick,4-ply Fir ,) Mechanical subcobleaclons responsible for screening to all applicable codes and safety NOTES: W�LL LE�EI \� COX summer sheathing grade plywood Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF adhered dhere10) witss h adhesioted ve and co Murk TBG PTS ists. Aished done oeisubled 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY NEW WALL iR overotlwith PL per manufacture's scnewctions floor joists.Finished floor to be Installed equipment supplier over subfloor as per manufacture's lnslructions ij Nailing requirements are based on wall sheathing EXISTING Ijf,(4LIMG� 11 All bathroom walls to have 112-thick moisture-resistant shistmck George and 3) HVAC subcontractor to provide final system layout drawing and submit it to the General nailed S"on-center at the panel edge.if wall sheathing t � g Contractor and owner for Mal review and approval is called 3"on-center at the panel edge to obtain higher WALLS TO BE R _EMOVECE — — — A9 ceilings and over furnace to have 5/8"thick type-x sheatrock.All other parts of on using NOTES: capacities,nailing requirements for structural IRS—''IG to have regular ill"sheatrack All walls to be taped and finished ELECTRICAL NOTES: members shall be dou bled,or alternate connectors, such as shear plates,shall be used to maintain load path. 12) All roof with a Pitch lass thanrishall be Installed with an Ica Water banner or 1).All electrical to be Installed as per IN Y 5 Residential Construction Coda approved equal Flat mots shall hee applied with a Fiberglas base sheet with an EPOM ri When wall sheathing is be,of des over connected torch dawn type material over 2).All electrical work shell be approved by a qualified Underwriter members,the tabulated number of balls shall be perished to be reduced toi-,fid nail per foot 13).All stsill plates and wood in contact with concrete ibe e shield Vented 5111 plates to of Install BrookentialI mrsand Carbon Monoxide detectors throughout as per section R317 be installed with a team sill gasket and cop-r-lex termite shield or approved equal of NY 5 Residential nonsUuctlon Coda. ADDITION DEERFOOT DR., CUTCHOGUE I PAGE 3 OF 3 Se telnbet- 03, 2003 SCALE 1/4G = 1'0G DRAWN BY M, HAND