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HomeMy WebLinkAbout30935-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31407 Date: 01/23/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 270 OSPREY NEST RD GREENPORT (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 35 Block 6 Lot 20 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 31, 2005 pursuant to which Building Permit No. 30935-Z dated FEBRUARY 4, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PAUL V & DORIS A BADAMO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2063947 01/13/06 PLUMBERS CERTIFICATION DATED N/A ho,,pllzedhignature Rev. 1/81 • Form No.6 �.— TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY '' 2 0 This application must be filled in by typewriter or ink and submitted to the Building Department with thefo,�lowin : t A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. :For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. I I Z 0 New Construction: nOld or Pre-existing Building: V (check t Location of Property: -��'��N eW(, House No. Street Hamlet Owner or Owners of Property: P/A (_ + j)yr 6 B A-D AVI U Suffolk County Tax Map No 1000, Section Block Lot 2-0 Subdivision Filed Map. Lot: Permit No. t7�) Date of Permit. 0� p Applicant: 1 AV L V 6M MI O Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 26 to-D �dr '"i-, Applicant Signature - hy �Olo `' 0 �z31 Llo7 O r.TrJ'rScJ�rJ�J'dJ'rJ'cPcPrJ'rJ'cPrJ�rJ�rJ�rJ'�rJrJ'r..f'rJ'�rJ�cPcPrJ'rJ'rJ�rJ'rJ'rJ�rJ�rJ�r�r�rJ'r�cJ�r��P r�rJ�r1rJ'AJ'cPrJr1'clrJ�r.PrJ'rJ�rJ�rJr�'rJ'rJ�cPrJ'rJ� ICC] BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 PAULBADANO PAULBADANO 5 270 OSPREY NEST RD. 5 GREENPORT, NY 11944 270 OSPREY NEST 5 c GREENPORT, NY 119494 4 C5 Located at 270 OSPREY NEST RD. GREENPORT, NY 11944 5 5 Application Number: 2063947 Certificate Number: 2063947 5 5 Section: Block: Lot: Building Permit: BDC: NS11 �S Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 55 electrical devices and wiring, described below, located in/on the premises at: C5 Second Floor, closet& office, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Dj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 13th Day of January,2006. 5 5 Name QTY Rate Rating Circuit Type I' 5 Wiring and Devices 5 5 Outlet 3 0 Fixture 5 Fixture 3 0 Incandescent 5 5 Outlet 7 0 General Purpose 5 5 Receptacle 5 0 General Purpose 5 5 Switch 3 0 General Purpose 5 5 Paddle Fan 1 0 5 5 5 5 5 5 5 5 5 [S seal 5 I of I t5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 ° [.nMpcj ICP LPrJr�rJ�CJ'cJC I@Jri 11 -PrJ� rJrPcJrJ cPrJ� f�° FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30935 Z Date FEBRUARY 4 , 2005 Permission is hereby granted to : PAUL V & DORIS A BADAMO 270 OSPREY NEST RD GREENPORT,NY 11944 for :. ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 270 OSPREY NEST RD GREENPORT County Tax Map No. 473889 Section 035 Block 0006 Lot No. 020 pursuant to application dated JANUARY 31, 2005 and approved by the Building Inspector to expire on AUGUST 4 , 2006 . Fee .j 150 . 00 ori ORIGINAL Rev. 5/8/02 OFSOUryp� #©f cou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS N [ ] FRAMING / STRAPPING INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Co DATE i 3 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ]=NSULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]/FIRE SAFETY INSPECTION REMARKS: - .�Y �,� DATE ' INSPECTOR ac?3 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] =FOTION 2ND [ ] INSULATION G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 5z-c �s ��DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:- DATE EMARKS:DATE INSPECTOR I H. GEIDEMAN E.MARtoni L. I. A/.-70 22'50"0167.03' R�G583, O.h NEW YORK (1939-0416 90• 56.30. Y. State L!e. Land Surveyor. ti 1 22840 Date 3lZb�yZ Fro,ne r P 4 g. s4 open `r! e m� ^'f LageL 1 Q°( MAP G.r-- LOT 18 R_l�9•`O.o' SPcf1GlI 011e - Cleoaes pQlhf" 9 Suffolk Ca /S'JAP 2145-G QSPp�V I`1F,$T EIYIRRlON- lownaf cSOUTtJaLD Road 5u' SUFfOLK Co. N, Y. for A61ves YA"vC-rNDTh' Stir`FOLK C> > X MRP "loco-3S - 6 - zo Surveyed at eYrstrAy IAP's jZ3�/ of Woech 1491. DRAWN BY - L1 �uovnn:CeC in �rr0rdance slif/.. fht . ...... ..... ......_.._.. ...._.___......._.. N, Y. STATE ND SURVEYOR of me A/.y Siole tori Tit/e fA's5bU. DRAWING NUMBERIS38 No. ....... 9z A FIELD INSPECTION REPORT DATE j COMMENTS FOUNDATION(IST) -- - - --_-- _ a -------------------------------------- FOUND ATION(2N ---------------------------------FOUNDATION(2ND) V O AD ROUGH FRAMING& PLUMBING ----- -_ INSULATION PER N.Y. STATE ENERGY CODE (•/'�pco FINAL ADDITIONAL COMMENTS - -- - O A O t" H b b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: '(631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. / Trustees Examined 20') Contact: Approved 20 Mail Mail to: Disapproved a/c Phone: Expiration ,20Z, Building Inspector IAN 3 1 APPLICATION FOR BUILDING PERMIT Date_ 3 200.E INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature oqalYplicant or name, if a corporation) 2-)o oSPa4E,/,W� -ci2{) 6aKwkan (Mailing address of applicant) IV r((C*t/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 7 9UIA�GL ' / Name of owner of premises Pom L V ( O,< (S A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2-10 OS PK I EsTRo_ GIRzEJP•AT 6L.!r I lg44 House Number Street Hamlet County Tax Map No. 1000 Section -?Ss, Block mc,rwt f. N? C) Subdivision SSeTJ%J JL Gt r,&ygt P..Jr Filed Map No. Z%1d41G,`' 7 _r, lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R11sw,,gA4C b. Intended use and occupancy #Z"IEWJeE 3. Nature of work (check which applicable): New Building Addition_ _Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost, oZQ, fj�}'U Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1Io4 Rear L-d Depth I1-5 Height 1 "y Number of Stories 2 Dimensions of same structure with alterations or additions: Front lIu' I p Rear Depth 11.-C�' Height Number of Stories A 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front qC I Rear M0 r Depth 6-6 10. Date of Purchase IVL'� 1992- Name of Former Owner V 11. Zone or use district in which premises are situated tz"+I 2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES_NOV 14. Names of Owner of premises FAVL40415 V)APY AddressZ-10 05ii"Y -9�U�P one No 631477-91-7� Name of Architect R VY-LAM Address I oStdir, jWf, '~'gone No 631 9-1q *316 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1( * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ?C * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ( ( NI (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this S I day of q20o \� � � Notary Public ��— Aignat of Applicant LINDA S TAGGART Notary Public ,state of06 New York 9485 Qualified in Sutlolk County Commission Expires March 20,L-.aaU , BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: APPLICANT%�j DATE SUBMITTED: I /3i /0V s SCTM# DISTRICT: 1,000, SECTION: BLOCK: �- LOT. -:2 SUBDIVISION: ADDRESS:a?v �ey (�S~t-CITY: ' ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z/C/0 Z- , INFO XBP -Z/ C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIIZED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7, REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV.,�-- O� ACT. LOT COV. / REQ. FRONT ,S: PROP. FRONT R X SIDE i0 2=l ACT. SIDE REQ. REAR 3 PROP. REAR REQ. HEIGHFT— PROP. HEIGHT PROJECT DESCRIPTION• A�05 l/}2�> ESTIMATED PROJECT COS : �o K- ARCHITEC NGINEER: WATER FRONT? DESCkIPTION: PANEL # FLOOD ZONE APPROVALS REQUIRED SUFFOLK COUNTY HEALTH T: YES O, ED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE / / PERMIT #: TOWN ZONING BOA5P*-APPROVAL: YES o DTE: I I PERMIT #: TOWN PLAN. BOARD APPROVAL: YES o DTE_ / / ;"ERMIT#: TOWN HISTORICAL./,PRE (SPLIA): YES NEW YORK STATE CODE COMPLIANCE E PAGEYE or NO NOTES: 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. ( _SF)- SF)= SF X $ _$ +$ +$ _ $ 3. ( SF)- ( SF)= SF X FINAL TOTAL: $ /J NEW YORK STA'G'E CODE COMPLIANCE CHECKLIST CLII\4ATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: I 1 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE4R: Y/N SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW ANL�;PQOR SCHEDULE: MIQ"-908T REQUIREMENTS: Y/N l E�7 S 5.7 S.F.: Y/N I;I 1HT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) go DRAWING INDEX CODE INFORMATION Minimum Uniformly Distributed Live Loads : Table R3014 PROPOSED ADDITION. THESE CONSTRUCTION DOCUMENTS WERE PREPARED USING THE USE LIVE LOAD DEAD LOAD THE BADAMO RESIDE E N 01 FAS & STRAPPING SCHEDULE & I DETAILS RAL NOTES SITE PLAN BUILDING & RESIDENTIAL CODE OF NEW YORK STATE IN CONJUNCTION 4 W/ THE PRESCRIPTIVE DESIGN OF THE WOOD FRAME CONSTRUCTION Exterior Balconies 60 pat 10 pat A-01 ELEVATIONS, SECTION 1ST & 2ND FL. PLANS MANUAL FOR ONE & TWO FAMILY DWELLINGS (1995 EDITION) .ASCE 7 Decks 40 pat 10 pet & FMA COASTAL ST NR TION M N A THESE ENERGY CONSERVATION CALCULATIONS WERE PREPARED Passenger Vehicle Garages 50 pat as per plan �l1 USING THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEWF C7 YORK STATE MAY 2002) 270 OSPREY NEST RD. GREEPORTt NY 11944 ATTICS without Storage YJ pat 10 pet @ 3 ATTICS with Storage 20 pat 10 pet ROOMS other than sleeping rooms 40 pat 10 pat DIVISION 1 - GENERAL REOLIREM34TS c Horizontal Shear: Fv = 95 PSI TABLE R3O1.2(1) Sleeping Rooms 30 Pat 10 pat c, Compression perpendicular to grain FcL = 625 PSI CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1 Work performed shall comply with the following: d Compression parallel to grain Fc = 1300 PSI Stairs 40 pat 10 pat a These general notes unless otherwise noted on plans or specifications. e. Modulus of elasticity E = 1.600.000 PSI ICE SHIELD b Budding Cade as specified on the architectural drawings I. Moisture content 19 7.. maximum. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER Guardrails and Handrails 200 pat 10 pat 0 a All applicable local and state codes, ordinances and regulations. UNDERLAY- FLOOD Z SNOW DESIGN FROST DESIGN EXPOSURE ROOFS : rn d In areas where the drawings do not address methodically, contractor shed he bound to perform n strict 2 Other species may be used provided substituted species shell meat or exceed requirements noted above SPEED(MPH) WEATHERING TERMITE DECAY MENT HAZARDS g y P P Y P P q LOAD CATEGORY TEMP compliance with manufacturer's specifications and/or recommendations. 3. Moisture content: All lumber 4' and deeper shall have moisture content not greater than 19 %, an ulnad lumber is DEPTH REQUIRED Live =Ground Snow Load Adjustments 45 pet g P 120 C SEVERE 3FEET MODERATE MODERATE 11 YES NO B as per ASCE7 2 On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and dashed but not necessary Lumbar may be kiln dried, however drying process must be slow and regulated to cause a 45 sf p 30 pat 10 pet his subcontractors minimum amount of checking, comparable with air dried stock. 3, Noted dimensions take precedence over scale Never scale directly from drawings Contractor should 4 All exterior lumber and lumber In contact with masonry or concrete shall be pressure preservative treated In a Top Chord Plane Properly installed plywood sheathing with staggered joints and correct nailing should consult Engineer in case of question accordance with AF&PA standards and stamped 'Ground Contact 040 Ips/cubic foot'. adequately brace the top chord plan However, when gable and trusses are used, continuous 2 x 4 braces should be 4 The general notes and typical details apply throughout the job unless otherwise noted or Ehown 5 Grade stamps shall appear on all lumber installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end, mldspan 5 Discrepancies: The contractor shad compere and coordinate ad drawings; when in the opinion of the 6 Store all lumber above grade and protect from exposure to weather. between roof canter-Ilse and wad on each side of canter-line and at center line of roof contractor, a discrepancy exists he shall promptly notify the Engineer, in writing, before proceeding with the B Flitch Beams: b Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss This brace -\ work or he shall be responsible for the same and any indirect results of his action 1 Flitch beams shall have a formal to = 15000, E=114 with 1/2' bolts located not closer than 2' from the top and should cross at least 4 adjacent trusses and terminate at the truss ridge Securely nail this brace to all members it APP OV D AS N�O�TEED�y, OCCUPANCY OR 6 Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2' from each end (sae typical flitch plate crosses. Install this bracing et all gable or end wall conditions and at 14 fact minimum intervals throughout the truss DATE:OU USE IS UNLAWFUL work, In the event that certain features of the construction are not fully shown on the drawings, current bolt pattern detail). system. P. r r J B a f a I as current acceptable boldin C Joist Hampers /+ national, stale and local codes, ordinances, regulations or agreements s well p c c. Bottom Chord Plane; Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows FE _ B( -- W��H�UT CE�TIFIVATE practices shall govern, and their construction shall be of the same character as for collar conditions that are 1. All purlins, joists and beams not framed aver supporting members shall be supported minimum are requlred Iccated at the 1/4 points of the truss span Securely nail these braces to all members that itshown or noted 2 Joist hangers shat be prime quality steel which conforms tc ASTM-A525, ran 22 gauge. Products acceptable crosses. NOT ILDING 7 The Engineer will not be responsible for and will not have control over construction means, methods, shad be Simpson, Kant-Sag, or equivalent. S Wood Floor Trusses 765-1802 8 AM TO 4 PM FOR THE OF OCCUPANCY - q q p p 1. Floor trusses to be manufactured and installed In strict accordance with manufacturer's recommendations All FOLLOWING INSPECTIONS: j ': techniques, sequences or procedures, or for safety precautions and programs in connection with the work, end D Bolts in Wood Framing' wil not be responsible for the tenure of the Client or his contractors, subcontractors, or anyone performing 1 All bolts In wood framing shall be standard machine bolts with standard malleable Iron washers or steel plate spans, joist depth and spacing to be verified by manufacturer's. Shop drawings Indicating calculations, loading, load 1. FOUNDATION - TWO REQUIRED any of the work, to carr out the work In accordance with the roved contract documents, washers FOR POURED CONCRETE UNDERWRITERS CERTIFICATE'y pp test data and any other information required shall be sealed by a professional engineer registered in the jurisdiction 8 Any and all drawings and specifications for sltework, plumbing supply or waste, electrical circuitry, and 2. Steel plate washer sizes shall be as follows: where construction Is taking place Truss mamfacturer shall verify all spans, dimensions, bearing points spacing, etc. 2. ROUGH - FRAMING 8 PLUMBING o w w REQUIRED N � I U w r � ❑ Z U w 0 heating, ventilating fabricated trusses, and air conditioning systems are not a part of the professional semnces a 1/2' and bol Dlam. bolts - 5/16" sq x 5/16' Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional 3. INSULATION w m o_ oro ❑ provided to the Client by the Engineer unless included under their agreement Any ciscrepaicles with these 6 3/4' Dle bolts-2-5/B' sq. x 5/ifi' engineer registered In the jurisdiction where the construction Is taking place, to Engineer prior to fabrlcatlon, one for 4. FINAL - CONSTRUCTION MUST g FD w oz o z z tl documents by any of the above listed services as shown In documents prepared by others should be indicated 3. Each bolt hale in woad shell be drtlled 1/16' larger than diameter of bolt Engineer's records and one to he returned to contractor after review. 8E COMPLETE -CR C 0. w y ti a 0 z ¢ g In writing to the Engineer immediately 4. For sill anchors, see typical details on architectural drawings 2 Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent ALL CONSTRUCTION SHALL MEET THE ALL ooN$TRucrlau m O oc o w of �zno 9 Prior to application for budding permtits, the Contractor will furnish the Engineer with two sets of shop E Lac Bolts. exposure to the elementAlways stare upright, especially If stacking, P REQUIREMENTS OF THE CODES OF NEW M@Er THE �'I' ~ i� 0 u- ❑ YORK STATE. NOT RESPONSIBLE FOR REQUIREMENTSOFTHE o ❑ 02 ¢ z O drawings of all prefabricated components, one set to be retained by Engineer, the other set to be returned to 1. Shad be of structural grade steel. < z Z 0 0_ ❑ z �i z > contractor after review Items requiring shop drawings Include but are not limited to roof trusses, floor 2, Washers shall be laced under the head of leg bolts bearing on wood Length of la bolts shall be minimum 2/3 IXNSIQN 7 - THERMAL AND MOISTURE PROTECTION CODES OF NEW YORK STAT a ❑ Z w q P P 9 9 DESIGN OR CONSTRUCTION ERRORS. (� s ❑ Z o ? o � o � trusses, stairs, cabinets, vanities, etc Should the design or configurations of any prefabricated component be depth of members being bolted together 4 w Q Q Z modified during construction from previously approved shop drawings, the Engineer shall be furnished, prior F Athenian Structural Members & Rcofin : ¢ g I m 4 ~ to fabrication, with revised shop drawings Incorporating the revision If the Engineer Is not provided with the 1. No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the 1 Fiberglass Shingles: THIRTY (30) year self sealing shingles over 1 layer of 30» asphalt saturated felt underlayment T �i 0 0 Y O Y above information, the client shall defend, indemnify, and hold harmless the Engineer from any claim or suite Engineer Do not alter sizes of members noted without approval of Engineer unless otherwise noted, Install according to manufacturer's instructions i whatsoever, including but not limited to, all payments, expenses or costs included, ansing or alleged to have G Butt-us, Beams. 2 Cedar Shakes' »2 grade red-label cedar shakes (18' 1 x 45'T) over one layer 30» asi underlayment. Install with 4 FLOOD ZONE J g w � � LL F o iz s, '0[ arisen from prefabricated items. 1 Built-up beams ar joists formed by a mulfple of 2 x members shall be interconnected as follows: 1/2' weather exposure Apply an 18' wide strip of 30» a.s.f. over each course of shakes, 9' from bottom edge of shake CERTIFICATION OF PL U G 11G rc p 0 F 3 w 3 Z COMPLY WITH CHANT R "46° _ Z Q w M w O 10, The conditions and assumptions stated In these specifications shall be verified by the contractor for a. Members 9-1/4' and less In depth: glue and Internal w/2 rows 16D nails at 12' cc. staggered extending over top of shake and onto sheathing NAILING & CONNECTIONS i- ¢ 0 a z d z O conformance to local codes and conditions. In the event of a discrepancy between these specifications and b, Members greater than 9-1/4' in depth or multiple 3 x members through holt with 1/2' diameter machine bolts at 3. Eave Flashing: See note B-4, below REQUIRED. FLOOD DAMAGE PREVENTION local codes or conditions, the contractor shall notify the Engineer in writing of the discrepancy and special 24' cc staggered B, Flashing. SOUTHOLD TOWN CODE. engineering requirements shall be applied to insure the binding's structural integrity 1 All flashing, counter flashing, and coping when of metal shall be of not less than no 26 U.S. gauge corrosion-resistant H Cutting of Beams Joist end Rafters: 11 These requirements may be superseded by more stringent information contained within metal. COMPLY WITH ALL CODES OF 1. Cutting of wood beams, joists and rafters shall be limited to cuts and bared holes not deeper than V6 the depth of 2 Flash all exterior openings and at bolding corners with approved material to extend at least 4' behind wall covering (�R ilia drawings, The more stringent shall ce followed, the member and shall not be located In the middle of 1/3 of the span. Notch depth of the ends at the member shall not FJ�W Y K STATE & TOWN CODES B Sod conditions shall conform to or exceed the following conditions: Cover all exposed plywood at building corners with waterproof building paper RF-,sir - "'.� CONDITIONS OF Bearing Capacity: Min 2000 psf field verified under all footings and reinforced slabs exceed 1/4 the depth of the member. Holes bored or out Into joist shall not be closer tinier 2 inches to the tip or bottom 3 Step flash at all roof to well conditions. Flesh and caulk wood beams and other projections through exterior walls or AS of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams, joists Water Table: Min. 2'-D' below bottom of all concrete slabs and footings Footings, foundations, walls, and roof surfaces �( • -cq and rafters of 4 Inches or greater nominal thickness shell not be notched, except at ends of members. .. - - slabs shall not be placed on or in Marine Clay, Peat and other organic materials. 4. Eave flashing shall consist of two layers of 15x e,s.fi cemented together in addition to required nailing from the edge 13. Live Loads Roof 30psf Floor: 40psf (except sleeping rooms 30ps0 Exterior Balconies: 60psf Stair Landings: Pipes In Stud beering Nails or Shear Nails: of the save up the root to overlay a point 24 inches inside the interior well line of the building, _ J L "!'JINrr BDAAD 40psf Wmtl Load 15psf Garaga: 50psf. Maximum foundation lateral pressure: 40psf. Dead Loads. 10psf. 1 Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud, C Attic Ventilation -- J Brldpinp and Blocklno. 5OUTr „r TAUS:-J Decks 40psf, Attics without storage 10psf. Attics with storage 20psf. Guardrails $ Handrails 200psf 1. Enclosed attic truss spaces and enclosed roof rafters shell have cross ventilation for separate space with screened 1 There shell o not less than one Inc a bridging m every eight feat of span in floor, attic and root framing The N,YS.DeC 114 Bottom of footings shall extend below frost line of the locality and minimum 3'-0' below existing grade to ventilating openings protected against the entrance of moisture and rein in accordance with the WFCM, undisturbed soil or soil compacted to 95 7.. dry density having a load carrying capacity as specified In Note 12, bracing shall consist of not less than one by three Inch lumbar double of Era in each end or of depth does metal and NYS and local codes and ordinances. See details on architectural to bracing of equal rigidity. Midspan bridging Is not required for attic or roof framing where Joilst depth does not as verified at a soils engineer der licensed s the locality where project Is being built. plans for locations end details. 15 All foundation wall hackflll under slabs where distance from edge of wall to edge of undisturbed soil exceed twelve inches nominal Block solid at all bearing supports where adequate lateral Support is not otherwise 1101 provided, Block a stud wells at maximum intervals of eight feet with minimum of 2 x solid materiel with tight jaunts 5 exceeds 16', but less than 4'-0', shall consist of clean, porous, sol compacted in 6' layers to 95 Y. dry density DIVISION 8 - DOORS AND WINDOWS - or provide »4 raper at 2'-T cc, TI beyond edge of undisturbed sail and T-0' into foundation wall. Provide 2 x firestpps et rind-point vertically of stud waY. Bridging as requtred by floor truss manufacturer's panted Instructions. A. General 16 Free dreWng granular beckfld (SM or better) shall he used against foundation wells consistent with the 1. Windows in buddings located In wind-borne debris regions (120 mph wind zone or with-In one mile of the ocean be - Z architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per K Lintel Schedule: and sound) shall have glazed openings protected from wind-borne debris or the building shall be designed as a partially cubic foot). If backfill pressures exceed 40pcf, then walls must be designed for actuc, pressures by a 1. Unless otherwise shown, provide 1 date) with 6' minimum bearing for each 4' of wall thickness enclosed building in accordance with the Building Coda of New York State. Glazed opening registered Professional Engineer IcenseI in the locality where project is being built p g protection for wind-borne 17. Unbalanced fill not to exceed 7'-0' unless otherwise noted and substantiated by engineering calculations 2 Lintel Schedule: debris shall meet the requirements of the Large Missile Test of ASTME 1996 and of ASTME 1886 �`+r Span: Size of Member 1 Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached WooExcestructural Up to 4'-0' 3 1/2 x 3 1/2 x 1/2 or 2-2x6 Wood structural panels with a minimum thlcknass of 7/16 inch (111 mm) and a maximum span of 6 feet (2438 mm) shall nit "' � W ff their design strength. Proper precautions shall he taken to brace foundation walls when backfilling Where 4'-1' to 5'-0' 4 x 3 1/2 x 5/16 or 2-2x8 he permitted for opening protection in ane- and two-story buildings Panels shall be precut to cover the glazed 1R A►4V ii backfill is required on both sides, backfF both sides simultaneously 5'-1' to 6'-0' 5 x 3 1/2 x 5/16 or 2-2x10 openings with attachment hardware provided Attachments shall be provided In accordance wlth Table R3022J.2 or . ry.ytr Ji1C' ' DIVISION 3 - CONCRETE 6-1' to 8'-0' fix 3 1/2 x 3/8 or 2-2x12 shall be designed to resist the components and cladding loads determined in accordance with the provisions of the G,1l�lir� � Q4G Residential Code of New York State. +� S' Ir. ^Wn L Plywood 3 + "'+Ire 9y W A General 1. All plywood shall be Doug fir or equal It shell be manufactured and graded in accordance with a' 1 The concrete properties shall be as follows: DOC PS 1-95 for Construction and Industrial Plywood �I tem Min Camp, Strength Min Agomal size Slump 2. Each plywood sheet shad bear the 'APA' trademark 2. All windows shall have insulating glass, dr slrgle glass with storm windows or equal, Sizes indicated on plans are o ® 28 Days (PSI) 3. All and joints shall be staggered and shall butt along the center lines of framing members. nomdnal only Builder to consult with window manufacturer to determine exact sizes, rough opening, etc At least one m Footings 3,000 11 4' 1' 4, The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs, window from each bedroom area shall have a net clear opening area of 5.7 Sq, Ft (grade floor 5.0 Sq. Ft.) with a net Slab-on-Grade 2,500 11 4' 1/2' 5 Nails shat be placed 3/8' minimum from the edge of the sheets The minimum net penetration into framing clear height of 24', a net clear opening width of 20', and a sill height of 44' or less above the floor for egress I • Walls 3,000 1/2'-1' 4' 1/2' members shall be 11/2' for 8d nails and 13/8' for 10d nals purposes Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18' of the floor, which may PROPOSED SECOND ` O a Garage Slabs 8 exterior slabs 3,500 1/2'-1' 4' 1' w/ 5'L S. All floors shall be naiad as per rating schedule, be subject to frequent and recurrent accidental human impact shall he tempered as per Residential Code of New York STORY WOOD FRAMED 8 may,/*i. ham- d Z air entrainment P State and local codes and ordinances ADDITION (184 S0. FT.) s,3 " .in i rti y, M ,, r t U- 7=. M17hw *� - a o 2 Concrete work shall conform to all requirementsrn iof ACI-318 specifications for structural concrete for buildings. M Comer Bracing' - 13.5' 1 Unless otherwise noted brace exterior corners of building with 1 x 4 diagonals, let Into studs, or with 4 x 8 DIVISION 9 - FNSHES 3. All reinforcement, anchor bolts, pipe sleeves and other inserts shall be positively secured in place and plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance A. General t J 1"Vi - 9 located according to the appropriate architectural drawings and details nailing schedule 1. AI gypsum wallboard shall be Installed In accordance with the provisions of the Residential Code of New York State and 7 w?fl „� local codes and ordinances (as applicable) �� 5 B Reinforcing Steel: 2 Lap plates at all cornerwallboard 1, Reinforcing steel shall be Intermediate grade new billet deformed bars rade 60 conforming to ASTM 8 2. Gypsum itma sinal not he instated until weather protection for the installation Is provided Storage should be in ¢ e g N. Nal' fi15. Welded wire febrlc shell conform to ASTM A-185 See architectural drawings for sizes and locations 1. All ratline shall comply with natling schedules in WFCM, (sea attached schedule) and accordance with manufacturer's instructions. 41 3 All edges and ends of gypsum wallboard shall occur on the framing members except those edges winch are M �Il ? » 2 Detailing, fabricating and placing of reinforcement shall be in accordance with ACI-318-991 Manual of all state and local building codes, or maufacturer's recommendations. Bolding Code Requirements for Structural Concrete 0 Fire Stoppino perpendicular to the framing members. All edges of gypsum wallboard shall be In moderate contact except In concealed 1. Fire stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) with 2' spaces where fire resistive construction is not required, 3. All reinforcing bars which Intercept perpendicular elements shall terminate In hocks, placed two (2) inchesnominal lumber or 2 Ihlcknesses of 1' nominal lumber with broken lap joints or other approved materiel. 4 The sizes and spacing of fasteners shell comply with the Residential Code of Ni and local codes and ordinances (as clear from outer face of element P Alignment: applicable).5Provide 4 The contractor shall notify the budding official at least forty-eight (48) hours prior to each concrete pour 1. All rafters and joists framing from opposite sides shall lap at least six (3) inches and be nailed together with . Provide moisture resistant drywall cement hoard at tubs end showers as shown on details n architectural drawings. No concrete shall he poured Into footings containing standing water or mud Footings shall he dewatered min (3) 10d face nails ( (see attached nailing schedule for superceeding requirements) fi. Fire-reslstive construction: Garage ceilings and walls when adjacent to a dwalllne unit shall be of rated construction . prior to placement of concrete No concrete shall he placed until all reinforcing has been Installed by the 2 When framing end to and joists shall be secured together by metal straps, according to the UL Design specified on the drawings when units are designed under NYS standards as indicated on the contractor and Inspected by the building official or county approved licensed inspector O Partitions: drawings, (5/8' type X walls and catlings) " + 5 Mlnmum protective cover for reinforcing steel shall be as follows: 1 General: a. Footings 3' a Provide solid blocking at 4'-0' cc. between the joist and first interior parallel joist DIVISION 15 - MECHANICAL C Beams and columns: 2' b. Splices of the top and bottom portion of double top plates must be staggered a munlmum of 4'-0'. A Heatlna Ventilation and Air Conditioning c Slab 3/4' (Wire mesh to be placed at mid-depth of slab) c Splices shell occur only directly over studs. 1 t At work shall be In full accordance with all current codes and regulations of the governing agencies, W d Walls - 1 1/4' at interior face: 3' at exterior face d Structural variations are allowed If substantiated by engineering calculations Stamped by professional engineer "1 C Foundationlicensed to practice in the jurisdiction where construction is taking place One set of calculations to be provided to 2. Mechanical subcontractor to submit shop drawings Indicating duct layouts, condenser location, duct sizes, etc to 7 1 Footing depths are shown on the architectural drawings. Footings shall beer a minimum of 1'-0' into Engineer fora prior to construction p rove) Engineer prior to Installation Mechanical subcontractor to review structural shop drawings and notify the Engineer of any s mechanical and structural and design Intent conflicts prior to construction. >. original undisturbed sail and a mindmum of 3'-0' below finished grade Where required, step footings to ratio o. Lap top plates at corners and intersections. 3. All work shall h done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work UJ Z of 2 horizontal to 1 vertical 2. Bearing Walls supporting one floor or more: fir, 2. Where conditions develop requiring changes in excavations, such changes shall be made as directed by the e. Partitions must be constructed of minimum 2 x 4 studs spaced 16' cc of type lumber specified performed by others.s. !ice Engineer. b. if a double tap plate of less than 2-2 x 6's or 3-2 x 4's is used, floor )diets shell be B. Plumbing: I 1. All work shall be in full accordance with all current codes and regulations of governing agencies D. 3 All footing excavations shall be Inspected by the building official or county approved inspector prior to the centered directly over and below bearing wall studs with a tolerance of no more than 1' unless substantiated by 2 All work shall be done In a neat and workmanlike manner and so as to not needlessly hamper that portion of the work „/r! ! . N 0 placing of any concrete Same shall be given forty-eight (48) hours notice for this observation engineering calculations. performed by others MIL 4. Soil Investigation and report: All earth work, compaction and supervisions shall be done according to the c Bearing stud wads must be sheathed with a minimum 1/2' gypsum board fastened according to drywall recommendations of the sell investigation report prepared by a licensed geotechnical engineer. Concrete slab manufacturer recommendation. 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any plumbing, W and footing calculations are based on a 2,000 pat value. If on-site test boring indicate lesser values, notify HVAC, structural end design Intent conflicts prior to construction Q Engineer, in writing, so that necessary structural modifications can be made R Wood Roof Trusses: 5 Slab-on-grade shall be 4' thick reinforced with 6 x 6 W14 x WIA WWF and shall be placed on 6 and 1 Timber trusses shall be designed in accordance with accepted engineering practices, Calculations, joint strength information DIVISION 16 - ELECTRICAL ,,,I��''''��( i�-+; y►� vapor barrier on 4' crushed stone. (allowable load per square inch or per nail, allowable edge distance, allowable and distances) load test data and other 'S � ~ O 6 Slab-on-grade at porches shall be 4' thick unlessrequirements the serving otherwise noted. information as necessary shall he submitted to local authorities for approval prior to fabrication Each truss shall be 1 All work shall he in full accordance with all applicable National, State and Local codes end shell comply with the '••LII) L 7 Install anchor straps as per mfg recommendations: 12' from corners and intervals as per plans secured at bearing with one 'rafter tie' metal type anchor at each end �w Minimum embedment for anchors shall be as specified by manufacturer 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to Include this power and telephone companies. 8. Beam pockets shall be formed into concrete walls to provide a continuous level flat solid bearing surface information with shop drawings. Each truss to he secured at one end with a metal 'rafter tie' type anchor and a 2 All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the "_� �i� .. F' for all beams scissors truss connector, 'Simpson' or approved equal, at the other and to tie down the truss while permitting the work .,d, RiDia { 7 '-'-�,r►E� 0 I truss to move outward without deflecting the wall performed by others. 777iii�wwMMllllffff .r,.rr'ji DMI 6 - WOOD 3. Truss diagrams and truss layout plan show design intent only Truss manufacturer shall verify all spans, 3, installation: L /� dimensions, heel heights, pliches, etc. Fabricator must submit two sets of component shop drawings and truss layout a All equipment installed outdoor and exposed to weather shall be weatherproof. 2 SITE PLAN A Lumber Grade. American Softwood Lumber Standard b. Bottom of receptacles and switches shall be located 5' above counter tap unless otherwise noted on drawings, I plan, each sealed by a processional engineer registered in the jurisdiction where the contractor of is taking place, to T-01 SCALE: 1'=20' M Grading shall comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. Engineer prior to fabrication, one for Engineer's records and one to be returned to contractor after review. c. Receptacles shall be installed vertically at all above finish floor and 12'-0' o r bed circuit. Al receptacles within W Q 4 Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information of W horizontally of a sink lavatory or tub shell be wired to a crowd fault interrupted circuit. D- 1. All lumber shall be, unless otherwise noted, No, 2 grade Douglas Fir-Larch with the fallowing minimum structural values required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and d All smoke de to he 48' above float a, Extreme liber bending stress: 2 x & WIDER Fb 875 PSI be submitted to hulloing officials prior to fabrication. fl All smoke detectors to be line voltage and wired Ina manner such that the activation et one will addition all Each O 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses, floor level c hada at least one smoke detector Each bedroom is, have its awn smoke detector in eddtion to a smoke T 6. Roof Truss Bracing' Install permanent bracing for all wood roof trusses as specified below Follow all detector located in a hallway outside the bedrooms ♦ O recommendations specified In Bracing Wood Trusses Commentary and Recommendations BWT-76 published by the L ll line voltage carbon monoxide detector shell be located at each level of the dwelling , including the basement or ff ` N cellar. 1 Truss Plate Institute, Inc NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRREEDDAT ACHOVF_RHEADWAGE DOOR JAMB) ANCHOR BOLT SPECIFICATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE &TWO FAMILY DWELLINGS (1995 EDITION) - REO R8) FOR ALL NEW CONSTRUCTION AND/OR NEW AAL ONS) ro 4 Q TABLE 3.1 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) �'',{ , SECOND FLOOR ATTACHMENT TYPICAL TYPICAL o o NAILING SCHEDULE NOTE: v - (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONSI SPACING CORNERS ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR _ 3'-0• o.o. (two story) _ s Ron _ • e NUMBER OF NAIL SPACING SIMPSON' EQUIVALENT CS20 (COILED STRAP) s'-o' D.C. (one story) 12 max. o DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING ON WALL STUDS ADJUSTABLE I 3'-0' D.C. (1-3 �t�y) - Sab on Crede (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. SPECIFICATIONS) HANGER ROOF FRAMING ALL STRAPPING TO BE SPACED AT 16' O.C. SM'soN HDQ6 • �E jj6-16d 7EACH ROOF RIDGE OR RAFTER TO TOP PLATE(TOE NAILED) RAFTER %PSON' PHD6 •�2- COMdON AT RAFTER TO RIDGE BOARD CONNECTION BOARD/BEAM - NAILS a W O.C. ' PLAN Z. E CEILING JOIST TO 70P PLATE(TOE-NAILED) FOR FULL LENGTH I z FOR RIDGE STRAP - (3) 8D COII AT EACH END OF STRAP OF STUD CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) FCO ALT CglAR � _ (3) 0D COAMION MALS AT EACH RD f COLLAR TIE___________ BLOCKING CEILING JOIST LAPS OVER PARTITION(FACE-NAILED) a ENDWALLCOLLAR TIE TO RAFTER(FACE-NAILED) AT RAFTER TO RIDGE BEAM CONNECTION BLOCKING TO RAFTER(TOE-NAILED) 2-8d FOR ADJUSTABLE (5) 0D COMMON NALS AT FACE JOIST HANGER - (10 COAM101J NALS AT RAFTER 3' SO. x 5/16• WASHERS RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END •SIMPSONP LSSL28 & END NUT SETUP ROOF DOUBLE BLL PLATE --� _- _ o �6 8 NA, WALL FRAMING NOTE: FOR CATHEDRAL CEILING CELINC ` RAFTER / (SINGLE FOR SLAB ON 1 AT SLOPING RAFTERS OR RAFTER TO JOIST -�-�` 'SMPSON FDOB GRADE APPLICATIONS) 8 - d PER FOOT HEADER CONNECTIONS PROVIDE L �a OR TOP PLATE TO TOP PLATE(FACE-NAILED) _ 'SIPSON' PIPES 5/8' DIA. ANCHOR ' « SMFSON 'LSSU28' ADJUSTABLE HANGER. ROOF ___ ______---__ la ' TOP PLATES AT INTERSECTIONS(FACE-NAILED) F02-16d fid JOINTS-EACH SIDE RAFTER I BOLTS (TYPJ STUD i0 STUD(FACE-NAILED) 6d 24 O.C. AT RAFTER TO TOP PLATE TO STUD CONNECTION TOP PL. 1�1 it JOIST FIRST FLOOR ATTACHMENCEILINGT POURED 'Irk I''-�''„ , ,;' ; a � HEADER TO HEADER(FACE-NAILED) d i6'o.c ALONG EDGES FOR STRAP - (3) 8D COMMON NAILS AT EACH ETD OF STRAP it fREQIJRID FOR ALL NEW CONSTRUCTION AND FRST FLOOR ADDITIONS) CONCRETE 6d PER 2"x4"STUD FOR H2 - (5) W COMMON NALS AT EACH END OF STRAP I I FOUNDATION 7 f. TOP PLATE OR BOTTOM PLATE TO STUD(END-NAIBY 'M SO WALL SEC rL I 6d PER 2"x6"STUD H2 SECTION PER 2"x8"STUD NOTE: STUD p NOTES : nowa ~ owALL CUPS & STRAPS CAN BE MOUNTED 'SLFSON' HDOgFROM EITHER ALL EXTERIOR OR ALL 1. USE 5/8' OIA ANCHOR BOLTS W/ MNMJM T FMBEIXvENT INTO ¢ m oz z EL BOTTOM PLATE TO FLOOR JOIST, BANDJOIST,ENDJOIST IR 1'� PER FOOT INTERIOR, BUT NOT A COMBINATION OF BOTH. OR 2-16D COMMON CONCRETE W/ 3' SQUARE x 5/16' WASHERS AND ETD NUT SETUP. a o � C op LL a o BLOCKING(FACE-NAILED) 'SNFSON' PHO6 NALS a 6' O.C. o FOR FULL LENGTH 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY w p FLOOR FRAMING AT STUD TO FLOOR ASSEMBLY OF STUD HOLD DOWNS FOR SFIEARWALLS. w w g u�i p p TO STUD CONNECTION m rr z cu rn q.gd PER JOIST !ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) BLOCK14G 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' M14LW TO Q g a w D a = z O }O JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) gwpSppr a ENDWALL 12' MAXIMUM FROM ENDS AND CORNERS. N 0 w 2-Bd EACH END MTS E H o w w ¢ a z BRIDGING TO JOIST(TOE-NAILED) FOR STRAP - (8) IOD COMMON NAILS -_- _ IL ¢ N J F m p SHOE PL. BLOCKING AT ENDWALL F ¢ > z ¢ Nz� ` BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END AT EACH END OF STRAP SLIBFLR f= w pz o Y o Y a ¢ a yi rnZ ¢ F ¢ > BLOCKING 70 SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK FOR ALTBMTE - (14) WD COMMON MALS RM JOIST � FLOOR (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) a } STRAP CONFB. FOR EACH STRAP • � N z LI p ~ 3 3 z LEDGER STRIP TO BEAM(FACE-NAILED) 3-i6d EACH JOIST JOIST (IRO EACH TOTAU T . RDC! Iw- a o a `�` a z op JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST BACK aG 2 f BAND JOIST TO JOIST(END-NAILED) 3-i6d PER JOIST TOP PL. BACK o 4B' D.C.oc. FOR SECOND FUR - SHEATHING TO OVERLAP 7/8• PIA. THREADED ROD EMBEDDED ATTIC - RFOOT & W/ 'StvPSIXJ ET PE FLOOR & SECOND CONCRETE _ 2 i6d FIRST 12 1/2' INTO I BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) ADDITIONS 1 STUDS BY MIN. 12' ALL STRAPPING, ANCHORS, HOLD DOWNS (HOOP STRENGTH EPDXY ADHESIVE) & FOR li i) y' 'I ` ROOF SHEATHING & ADHESIVES TO BE INSTALLED . PER TEMPERATURES (H DEG TO 40 DES I USE �'I 2 ILY• MANUFACTURES SPECIFICATIONS. �I 11 II STRUCTURAL PANELS ed 6"EDGE/12"FIELD 'SMoSON AT OiGFI STRENGTH ACRYLIC ADHESIVE) '� sea STRUCTURAL PANELS @ GABLE RAKE OVERHANGS BEI 4”FIELD Lir DIAGONAL BOARD SHEATHINGNAILING & STRAPPING AT ALL STRAPPING TO BE 1 1/47(20 GAUGE STEEL OR FIRST & SECOND FL. TI or 1"x8„ 2-8d PER SUPPORT EXTERIOR WINDOW / DOOR HEADERS (ALL STRAPPING HALLENT BE 2o (DaLED STRAP) N 3-8d PER SUPPORT gF� PL - (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING) 1"x10"or WIDER (REQUIRED FOR ALL NEW CONSTRUCTION APD/OR NEW ADDITIONS) SUBFLR CEILING SHEATHING AT STUD TO FLOOR ASSEMBLY BLOCKWG 2 HAYS TO SILL PLATE CONNECTION RM JOIST I' FLOOR NAILING SCHEDULE V : (WOOD FRAME CONSTRUCTION MANUAL) BACK a 46• oo. W GYPSUM WALLBOARD 5d COOLERS 7"EDGE 110"FIELD JOIST FOR STRAP - ESI 10D COMMON MALS ROUCN-I OPENING RECl1REMENTS FOR WIDOW OPENINGS W WALL SHEATHING AT EACH END OF STRAP 7 IVRAP STRAPPING DICER SLL PLATE BLL PL Notation WHEN AN Q WGA L PANELS 8d 6"EDGE/12"FIELD Rough A B C D E F END L ATTIC FLOOR OR CEILING DIAPHRAGM D USED IN BRACE THE GABLE ' ' --_--,-_-- .• Opening EMWALL OR WHEN A HP ROOF SYSTEM B USED BL00(WO IS NOT REQUIRED. 2 O D PANELS {° °•,, A RLs ,,, 2'-0" 2 M 2x4 1 1 t 1 NAIL SPACING FOR SHEATHING Cad PRESSURE ZONES iWe I 6d 3" EDGE/6"FIELD _ 1= =1 �- I �. � 4'-0" 4 (1) 2x4 2 2 2 2 A ZONE 1 ZONE 2 ZONE 3 ZONE 4 8d YEDGE/6" FIELD _ �1� ���IIT- llI r- 6'-0" 6 f2) 2x4 a (1) 2x6 3 3 3 35d COOLERS 7"EDGE/10"FIELD DLLBOARD 8'-0" 8 (2) 2x4 a (V 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. LLD Sol 6"EDGE/12"FIELD 10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' D.C.O.C. 3. O.C. 3' O.C. B PARTICLEBOARD PANELS 8d 6"EDGE 112"FIELD 12,_0„ 12 (2) 2x6 5 5 5 C E Ar -A y A ,I A �A d 9 9 DIAGONAL BOARD SHEATHING AT STUD TO FLOOR ASSEMBLY 'S'� Notations 2-8d PER SUPPORT TO SILL PLATE CONNECTION S'4 0 Q 103 Q1 02 103 <�- 3 1 02 1 3 O 1"x6"or 1'x6" A. NUMBER OF 8D NALS AT EACH END OF STRAPPINGS _�_____�_ __.L_____�_ _ ---- - 1"x10"or WIDER 3-8d PER SUPPORT (BLAB ON GRADE AND/OR GARAGE WALL APPLIOATIONS) ¢ 3 ' FOR SP4 STRAP- (6) 10D COMMON NALS B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) 111 11 02 �`�0;X02 d FLOOR SHEATHING AT EACH SDE OF STUD A „ ' C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER O WRAP STRAPPING 1J4.)ER SU PLATE .. = F 1i �` i' 1 - m CdJS '•�.I + ' '• °?y :n, •' 1 I`_ D. NUMBER OF 16D NALS END-NAILED THROUGH ADJACENT KING STUD TO END STRUCTURAL PANELS "•'._' UI ` A A Sd 6"EDGE]12" FIELD 1 I _ OF HEADER AT EACH SIDE y 0 V I"OR LESS .L�.ihi l�Tn�I P,rl,i, iR 'L ' ':�w JIIdS �i 0 i� �i 0 Ii� �Ii Q j� �j 0 i10 -� E. NUMBER OF JACK STIRS AT EACH END OF HEADERS (ASSllfvE DOUBLE HEADERS) GREATER THAN 1" 10d 6" EDGE/6" FIELD 11 11 11 / 1 h m P F. NUMBER OF 16D MALS BU-NALED THROUGH ADJACENT JACK STUDS TO DIAGONAL BOARD SHEATHING END VIEWSECTION END OF SLL(S) AT EACH SDE (DOES NOT APPLY TO DOORS) 2-8d PER SUPPORT 11 11 1i �' T �� $ 1"x6"or 1"x8" Q III 1 " Di , 0 1"x10"ar WIDER 3-8d PER SUPPORT SPLICING OF TOP PLATE IRs orad far et New Construction 1 1 1 2 2 and/or New Additions) 0 = AL EXTERIOR WALL CONST <_ OI 02 103 QI 02 103 < 3 (2 13 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 61NCHES ON AT THE PANEL - SEE FLOOR PLANS _ -- --'L' --- TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS I EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER _ 3/4' SUB FLOOR GLUED & NAILED GABLE ROOFS k A k HIP ROOFS SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR - ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE' 2x FL. JTS SEE PLANS A"4 FEET IN ALL CASES ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. BLOCKING _ 14SLL AS PER PLANS NAIWG PJS BASE ENTS ARE FOR HIND H o SEC PEAK GUST. - '. TG—�_ ,�-- _ aPACNG B BASED ON V2' SHEATHING & BD COMMON VIALS 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS Building Minimum 1,2 Building Minimum 1,2 SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. _ _ _ _ _ _ _- _ _ _ f8J10D COMMON NAILS a A. END RATIO UMTS - WL 13 V2 • I' Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (R.) TABLE R307.2.1.2 W ), T �,j OF STRAP (BY S PSOW 12'_0„ P-O• It PLYWOOD NOT SHOWN JOST HANGER By SIPSON 12'-0^ z-0 WIND-BORNE DEBRIS PROTECTION FASTENING 0) FOR CLARITY a,b,c,d r 16'-0" 3'-0' 16'-0" 1'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS 2 r SOFFIT MATERIAL AS PER ELEVATIONS 20-0" 4'-0' (■ SOSOW�BLOCKNGa 20-0" 2'-0' FASTENER SPACING W Z _ - _ 24'_0„ 7_01 6FOOT r - 5' 0' T _ 24'-0" 4 FOO S)10D COM _ _ PANEL SPAN _ (9110D COMMON NAILS ® EA. END OF STRAP k --- Ili_=-___ -- _ -__- - -_-- __ 28'-0" 3'-0' FASTENER TYPE c PANEL SPAN GRAVEL SPAN 13 R H2 CONNECTOR (BY SIMPSOW --_ - - -- -- -_ 28'-0" s'-0' <4 FOO'i <6 FOOT <8 FOOT o Q lateral brace at W c.a. Truss of Calling Joist ,2x4 Continuous OrYw•AI FXTFRIr1n WALL CONIST. I�,- _ - -- _ '- PLYWOOD SHEATHING 32'-0" T-0' 32'-0" T-0' , N Q _ - _ --1 8D COMMON NAILS d 6' 2-�"#6 a t, SIEE FLOOR PLANS - -----_- 36'-0" 3'-0' 16" 12' 9" 2.10d Nails Gable End Trus ; , _ -- _ -- - ___ _ _ ____ 36'_0„ g,_o• WOOD SCREWS I� W CANTILEVERD.D. EDGE & HELD. - - - ', 40,_0„ g,-0. 40,_0,. DETAIL (TYP) 50,_D„ g._0. 2-Y2..#8 WOOD SCREWS 2.. 30-8d Nall's 1 -- __ I' _ ,� -- - 50,-0" 1T-0' TYPIGAL SEE FLOOR WALL CONST. �__ __ -- - __ �I_ __ __I DETAILS THIS SHEET 70,_0" B'-0' 70=0" T-0• FD SI IIN H=26A1R ,1 FOOT=saa.e mm,1 POUND=0454 } �__ 60,_0" 14•_0• ER IS)10D COMMON NALS a A = THIS Lase xmm. ROOF END OF STRAP (BY SIMPSOW OVERLAP NEW SHEATHING OVER 8D'-D" 16'-0• 6D'-D" 3'-0' A FASTENERS S SAI B ON INSTAL1G MPHLED WIND SPSING ANDA F THE OOT STRUCTURAL HEIGHT F a/ OVERLAP STRUCTURE AS SHOWN. To Rata C NAILS SHALL BE 10E COMMON OR 2d BOX SMILE ENDS OF THE WOOD STRUCTURAL PANEL ,^ 8d Cooler Neils at 10"o.c. / NEW 2ND FLOOR - - Spi v' J/ 2J PROVIDE STRAPPING Ag PER DETAILS uy,Ca LBIIQHI D.WHERE SCREWS ARE ATTACHED TO MASONRYISTUCCO,THEY SHALL BE ATTACHED O W 2"14"Bloch nailed to each THIS SIFT. Ou+ACNDGY OF 49DTIOUNDSISTANT ANCHORS HAVING AMINIMUM ULTIMATE WITHORAWEL z blocs with 4.104 Hells w - - - -1I; Q } _ - �E BE WITH A MINIMUM THICKNESS OF '/ '(11.imm)ANDAMA%IMUMSPPN ` W 4¢� WOOD STRUCTURAL PANELS EPRECOT TO COVERTHEIGLAPEO OPENINGS WITH 0ypoum Board CL--'^-7 --=1'_ '-` 'Prr7i t SHEATWJO AS PART OF SHARWALL SEGMENT WERE NOTED ON FLOOR PLPN, SHALL 1 Tabulated spEce lengths assume top date-to-top plate M ' CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JONTS. W LY 20 Gaga Strap � cameclWrueing 2-i6d Hells pa toot. For starter spice OFe FEET(2438 mm) PANELS aHALLB Sd Cooler Nails at 7"o.c. 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. lengths, the net spacigshel be reduced In ader to ATTACHMENT 2ORS 1:E PROVES AriD TO SIS THE DE PROVIDED 1N ACCORDANCE WITH 10-8d Nails - q S. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. provide an equivalent number of nals. DETERMINE I x ACCORDANCE WITH TEDTORESIN THE COMPONENTSC DEOFN WYOW N REMOVE EXISTING SHEATHING T-O• DETERMINED IN ARE TO B STORED ON PROVISIONS NUMBERED WITH BUILDING CODE ESPON YORK End Wal[ Studs EXISTING FIRST FLOOR - - N BELOW NEW 2ND STORY 2. TahrJated spYce lengths assume a mean roof height of STATE.PANELS ARE TO BE STORED GN SITE AND NUMBERED WITH THEIR CORRESPONDING O CONSTRUCTION 33 feet. Famean roof heights of 15 feet a less, the w1NDOws SHEARWALL SEG. DETAIL (TYP) tabulated vanes she) baps Witetl to multiplied by 0.80. LL O r N CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL ALL VALLEYS CHIMNEYS, SKYLIGHTS, EAVES AND RAKES TO RECEVE 5TORMGUARD' LEAK BARRIER BY ALL VALLEYS, "A EYS, SKYLIGHTS, qrm CONT. EDGE VENT CONT �� VENT EAVES AND RAKES TO RECEVE N o 'OAF' OR APPROVED EQUAL - - - - -_ -} VNYL FISH SCALE SLING TME - -__ STORMQUARD•LEAK BARRIER BY CONT. RIDGE VENT 4 1 - - 'GAF' OR APPROVED EQUAL ASPHALT ROOF SH4(GLES (T.ME.) ix FASCIA & TP1M (TUE.) - - =RETCH 6 ASPHALT ROOF SHNGLES (TME) AIGN NEW FASCIA & GUTTERS W/ EXSTNXG - . -- - - — - - -- • d1 -I - I u F Ii I . , - 1x FASCIA R & TRIM .ME.) _ SEAMLESS ALUM. LDRS. & GUTTERS (T.MEJ __- ��I. f i I' 'I I, i'r iII r , rI SEAMLESS ALUtA LUIS. & GUTTERS (TME) -T/O 2ND FL. PLATE _ _ � , i , l - Iii I - ri ill I' II Iii - - -- - - - I i I I l [-I I u I I T/O 2ND FL. PLATE E – - rl' �I I I r '— — -- VENTED VINYL SOFFIT (TME) - yTME - - - VENTED VNYL SOFFIT (TAE.) _ RATING WNEW HP �RM TMEOORS BY z -- - - _ - - - _- ANDERSEN W/ Md OP35 NEW HP WIDOWS 8 DOORS BY i - - I- - -- -- \ _ /> _- --_ RATNGW/ TRIM TMOP35 4 ---_ - - - -- __ �n -- - - / VNYL SIDING TME. 4 - _ _ - o -- - - \ - -_ VNYL SLING TME m U - - - - _ - - _- - I -CW24— - _ FLASHING p ALL ROOF TO WALL ! -__ -_ _ CWW - - _ - _ - CWN - _ _ FLASHING p ALL ROOF TO WALL --- - -- - -- - - _ NTERSECTgNL9 (TYP) - __T. - EXST. _ --_ 14TERSECTIONS [TYP) -- __ - - 12 T/O FN SECOND FLOOR T/O FIN. SECOND FLOOR PITCH e - --- - - -_- - P _ T/O 1ST FL PLATE T/O 1ST FL. PLATE IHI � m 11i II� N ��' 'yI II ISI mz1F0° ELd m > o � ' zow a T/O FN. IST FLOOR. T/0 FIN. 13T FLOOR. a a w o Q z d S Q U O w O GRADE > - GRADE o o m u$7¢ z Qj Q ulpdw — o O �1 SOUTH ELEVATION ODWO 9TLLBEPECUT SVATHAMQ4MTHCCNESSQU 2 EAST ELEVA'AION 3 eo _ ¢ QmQz 7/OO SHALL BE PRECUT TO COVER THE NEW a.nzm SS OF S NORTH ELEVATION z z o A-01 SCALE: V4'=1'-0' WITH ATTACFNENT HARDWARE PROVIDED. WOOD PANELS & F Iasi Fu oz 4 w Y o Y a A-01 SCALE: 1/4'=1'-0' A-Ol SCALE: 1/4:^'-0' B ¢ a Y ¢ - ¢ WIDOWS SHALL BE NAI.BERED. ATTACHMENTS SHALL BE M D 0 s o 5 o ¢ U t� > w � } w > w PROVIDED N DESIGNED T RESTWTH TABLE 3D121COMPONENTS (SEE AN NHOU rn � o � o 3 w � z OR SHALL BE DESIGNED TO RESIST THE COA�PONENTS AND �Luu CLADDING LOADS DETERMINED N ACCORDANCE WTH THE 6 PROMSCM OF THE BULDNG CODE OF NEW YORK STATE - 6 -O L ________ IT___________________________L, OF WALL Z EXIST. WRI BELOW O N __________________________________________________ _____________ m EXIST. HJR.f TO REMAN (V1F.) , - I , EXIST. 2x8 CA!p 16• O.C. ' I 2468 -- W g CONT. Rocs VENT N a BATH � ¢ Q i U TYPICAL ROOF CONSTRUCT ON 2X11 RDGE CL O p m iti 4 0 30 YR. ARCHTECTURAL ROOF SHNGLES TME f( j z o ----------- ----- — - �fl �1 W.I.C. 30o ROOFNG FELT. V2' COX PLYWO. SHEATHNG. 0J0 CHANGES) 1� 2x10 PDG- 2x10 RIDGE N 4 2x ROOF RAFTERS ®�; Of lye PITCH 6 LL j � cd, � a I -705.1'2xB RA p 16' O.C. y 4 .S I � p 0 BATHES) 1 ,--TO REMAIN ---- _____ ___ _ .._----___ _� i � � � SEAM-ESS0 2ND FL RIM (TM. & GUTTERS (TME) - �7,��.v�t�,M,2x8 C.J. m 18' O.C.�Ik,Yc�G� "/r.' � , O CL p SEDR0011AII I I __ 1x & TRIM (TME) y O - BEOROW o SD I t R-21 INSUL F N W/ M0O VENTED `� w i VNYL SOFFIT (TME.) PROVIDE M MUM T l� U EXIST 2xB RR p 76' O.C. f2)2xB FIDR. C Q 1Q SD �" TO REMAN (V.IF.) �`� 'ii o p § SRi1N0 AREA i I I? SPACE BETWEEN 'ANDNEW H SEM .DOORS BY E THE NSULATIONN & F HAM O R ¢I I OP35 THE ROOF S EATNO NO CHANGES) CMl �\ -_ p O �' YI Iv - - - -I -+ry RATING W/ TRIM TME H F WFLYWD. SUBFLOOR. - -------� EXTERIOR W I I CO ST_ 3 BFITIN0 AREA W.IA:. 7� IY r r }32{ 9/ w LING TME -TYV S d. 'TYVEK• HOUSE WRAP - 4' V2' COX PLYWD. SHEATFNG. 'P NEW 2x12 F J p 10' O.C. `( L SOD ` `� I o 2x4 STUDS p 1B' O.C. (2)2x8 HMR. j W/ R-13 KRAFT FACED BATT NSl1L. `O W/ BRIDGING p MAX 8-'-0. O.0 TYPICAL CW24 T/O FN. SECOND FLOOR ----------------- 58 5 a 5'-8�' T/0 1ST FL. PLATE EXIST. C.J. TO REMAIN (V1F) 0 4 �� - + NEW FL JTS TO BEAR ON (2)2x4 - J- - PLATES REAPING ON 2x4 KNEEWALL G j ALONG EXTERIOR WALLS & ALLPORCH p BEARING PONT LOCATIONS (TYP) LMNO RM. Q10 S) LMN�SNRM. [EXIST. ROOF Q EXISTING EXTERIOR WAN. TO REMAIN �� M NO CHANGES) BELOW 7 m q T/0 FN. 1ST FLOOR. _ tCiCe ` , -c?5'EXIST. F.J. TO REMAN (V.6FJ`C+ GRADE CRAWL SPADE I EASTNG FOUNDATION WALL TO REMAIN Q 117 I m B SECTION Z > A-01I SCALE: 1/4'-T-0' W Z Q N0 WW 4 FIRST FLOOR PLAN �1 SECOND FLOOR PLAN uJ A-01 SCALE: 1/4'=1'-0' 11AV SCALE: 1/4'=1'-0' O 19 8ml3m LESEND r dQ NOIE BESIDENTIAL CODE OF NYS NOTE N �� *B21 KRAFT FACED FIBERGLASS NSLLATDN N ALL CA7FEEi7RR,4L I 1/2' GYPSUM BD. (TAPED & SPACKLm-3 8 11 FLASHING SHALL BE NSTAIlED AT WALL AND ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 0 Z EXTG WALLS TO BE REMOVED CBLNGS. COATS Mol ON ALL WALLS & CEILINGS. (TYP) W4EN1 INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR ROOF INTERSECTIONS; WHERE EVER THERE S A �) SINGLE &MI.TPLE STATION SMOKE ALARMS NEN �� B:a KRAFT FACED KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEI WALLS COMVERMIS REDUCE A PERMIT OCCUR, OR WNBJ ONE OR MORE CHANGE N ROOF SLOPE OR DRECTION; AND II' PERFORATED SFEARWALLS EXTG WAIS TO PF1MN � SFEATM)G TO BE M V2' WOOD STRUCTURAL Q } V2' HOSTED- R OATS M GYPSUM BD. )TAPED SLEEPING ROOMS ARE ADDED OR CREATED N LL BE BE COR ALL ROOF OPENINGS. MUM 2 O SHALL (CA1,1 CARBON MONUQIE DETECTOR SMOKE DETECTOR 8 SPACKLED-3 COATS My) BEAD ALL TUBS DWELLNOS, THE NDN/WAL DWELLING UNIT SHALL BE PROVD® BE CORROSION RESISTANT (MJvI1M 26 GAUGE) PANELS ON EXTERIOR ATTACHED L 80 W ��� ��� ���������� +TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. � �' COMMON MALS p 8' O.C. AT PANEL EDGES AND SHOWERS SINKS & W.0 N BATHROOMS. (TYP) `ATH SMOKE ALARMS LOCATED AS REOURED FOR NEW W cl 75 CFM FAN - -- ---- - ----- - ALL EXPOSED 1 A. FACIAS & WD. TRIM TO 12. O.C. O FEUD. M BOT R SFPLATE T SHALL BE d �ARIN3 yyA11 ' D'AELLNGS THE SMOKE ALARMS SHALL BE MERICONNECTED & HARD WIRED BE CAPPED W/ ALUM. COINER TOP FROM BOTTOM PLATE TO THE co X POST TERMINATION -'., � NDTE: UPPER TOP PLATE, WITH ALL PANEL EDGES 3172 SOURCE THE REOUPED SMOKE ALARMS SHALL RECEVE THS PRIMARY -- - -_ _ _ .. NEW PC TND.WALL �� ��. CONTRACTOR TO VERIFY EXISTING FIRST RNTgiRUPT�SHALL RECEM: POWHT FROM A BATTERY. _ ALL VALLEYS CFNINEYS SKYLIGHTS EAVES OVER FRAMING HOLD DOWN SEE SHT NF01 FLOOR WINDOW HEADER SIZES. MJ. SIZE TO BE AND RAKES TO RECEVE 'STORMODAAD' LEAK HOLDOWNS RAT APE RER AT EACH ETA OF L f2)2x6 URO. POWER FROM THE BULDN(; WHEN PRIMARY POWER IS -- - BARRIER BY 'GAP OR APPROVED EQUAL PERFORATm SHEAR WALL. L N