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HomeMy WebLinkAbout31591-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31753 THIS CERTIFIES that the building NEW DWELLING Date: 08/10/06 Location of Property: 1430 NORTH SEA DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 54 Block 5 Lot 8 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 19, 2005 pursuant to which Building Permit No. 31591-Z dated NOVEMBER 9, 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & WOOD DECKS AS APPLIED FOR. The certificate is issued to DREAMLAND BUILDERS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0075 07/27/06 ELECTRICAL CERTIFICATE NO. 7005 07/24/06 PLUMBERS CERTIFICATION DATED Rev. 1/81 07/30/06 SHIRLEY PLUMBERS uthorized Signature l Form No. 6 �G ' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 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. 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. New Construction: /y Old or Pre-existing Building: (check one) Location of Property: 00t+\,\ SeC �� ' ti{� �o House ^Noo.. Street Hamlet Owner or Owners of Property: i-) C e Cid` . \ w4y­, C� Suffolk County Tax Map No 1000, Section S `I Block Lot Subdivision Permit No. "J I 1 Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 6?p,c.)6?66 c6t31�53 Filed Map. Underwriters Approval: Lot: Final Certificate: (check one) Applicant Siture 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. 31591 Z Date NOVEMBER 9, 2005 Permission is hereby granted to: THOMAS BOYLE 4210 NE 27 AVENUE LIGHTHOUSE POINT FL, 33064 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT ENTRY AS APPLIED FOR; FLOOD PERMIT INCLUDED at premises located at 1430 NORTH SEA DR SOUTHOLD County Tax Map No. 473889 Section 054 Block 0005 Lot No. 008 pursuant to application dated SEPTEMBER 19, 2005 and approved by the Building Inspector to expire on MAY 9, 2007. Fee $ 1,161.10 1� Authorized Signature ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches, New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 7005 Date:7/24/06 Issued to: Dreamland Builders Address: 1430 North Sea Dr Village: Southold Introduced By:: Kruse electric License#:1964-E was examined and approved up to the above date and was in compliance with the NEC Attic❑x 1stFloor ❑X Residential ❑D Pool Det Garage BaserrtentEl 2nd floor ❑X Cor rri Hot Tub Addition Switches Receptacles Fixtures G.F.I. Microwave Smoke Detectors 37 75 55 4 1 7 elAmps Monoxide Fans Dishwasher WasherlAm ps Dryer/Amps Oven Rang Carbon Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 4 1 Meter Amps Phase Motors 1 OOA OH 1 Other Equipment: 2 -Zone A/C Out Res a�u� c��ectir'ca.�.%�b This certificate must not be altered in any manner Perri 31591-z elAmps Monoxide 2 -Ex Bath 1 1 1 t 2 Furnace Oil Gas Heat Zones Whirlpool Bell Transformers 1 yes 4 1 Meter Amps Phase Motors 1 OOA OH 1 Other Equipment: 2 -Zone A/C Out Res Jul 28. 06 11:33a JUL 28 '06 1012BpM SOUTHOLD BUILDING 631 765 9502 I'owr: liall. 53075 Main Road P.O. Dox 1179 Souibrid. New York 11971.-0959 Building Permit No,.__ SUILDINQ DEPARTMENT TOWN OF SOUTHOLD NIWAIOF�31767vw MI P.I P.1 Fax (631) 7654502 Telephoaa (631) 765-1502 Date:_�.�� 6 _ Owner: Q Abn, (Please print) Plumber: (P'lcnscprint) I certify that the solder u3ed in the water supply system contains leas than 2/10 of I % lead. RS6- Swore to before the this day of J 4 (N 20.06 AIW Notary Public, 1kc0tmty. JUL 25,2006 09:35A 2`e ap'4 ` (Plumbers signature) LAURIE R HABERMAN ti " 01 j BOW03-0-2Q fQ e page 1 PFtiARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Emergency Management Agency onal Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION Al. Building Owner's Name -ice VQ�I�yr.. r.J,�r✓i� :'SAS �f2tL2Tral1 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No OMB No. 1660-0008 Expires February 28, 2009 For Insurance A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) W E r , a A5. Latitude/Longitude: Lat. 410 04, 'ZR.'75 NJ Long. "72` Z7 " O/n-3L)" Na / Horizontal Datum: WNAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number A8. For a building with a crawl space or enclosure(s), provide:''�1 rr�� A9. For a building with an attached garage, provide: a) Square footage of crawl space or enclosure(s) �14sq ft a) Square footage of attached garage 4-12- sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade i0 walls within 1.0 foot above adjacent grade _� c) Total net area of flood openings in A8.b IA sq in c) Total net area of flood openings in A9.b _Q sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number B2. County Name 83. State 'f o ri F sc, TM.C u Fo B4. Map/Panel Number B5. Suffix 36. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effecti (Revised Date Zone(s) AO, use base flood depth) OSS � ►� �E B10. Indicate the source of th Base Flood Elevation (BFE) data or base flood depth entered in tem 89. ❑ FIS Profile XFIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item B9:A NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ;' No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.3 -g below according to the building diagram specified in Item A7. Benchmark Utilized C-1 32(S 19x-3 Vertical Datum_ Iy`--ry l7 rZ� Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawl space, or enclosure floor) 8.,113 feet ❑ meters (Puerto Rico only) b) Top of the next higher floor .-!J-© feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) -- Q feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) QZ.�Q feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building _5_❑ feet ❑ meters (Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent (finished) grade (LAG) .—rl-0 feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade (HAG) . ❑ feet ❑ meters (Puerto Rim only) SECTION D --SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation - information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of farm. LAND FEMA Fol n 1-31, February 2006 See reverse side for continuation. Replaces all 3 159 1 -z- TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING KFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! r!! DATE � ;7� INSPECTOR TOWN OF ;IOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIO [ ] FRAMING/ STRAPPING] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFE REMARKS: a"~0 U4 , f�"- ATE E = Fj 1� INSPECTOR Y Qg r- `i ti�; TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ]FOUNDATION 1ST[ ] RO I PLBG. [ ] FOUNDATION 2ND [/�J INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /L DATE 7 ©� INSPECTOR 22t�� 3IS71 z TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND ROUGH PLBG. [ ] INSULATION FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 3 � 2 �9 6 INSPECTOR ` r4 /`� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ] FO"DATION 1 ST [ ] ROUGH PLBG. [ rFFRLAUMNI DATION 2N NG / TRA [ [ ] FIREPLACE A CHIMNEY [ REMARKS: ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION c DATE ® INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION t DATE INSPECTOR �--� FOUNDATION (IST) ------------------------------------ On" row FOUNDATION (2ND) •UGH PLUMBI1 FRAMING sem.._ s _:�-:_��:. �- _ _.�. tea• TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined 6� '20 0 Approved, 20 �1 Disapproved a/c Expiration 5 1 11,20 0-7 <rP 1 9200S _ r. BUILDING PERMIT APPLICATION CHECKLIST Building Inspector Do you have or need the followin efore applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: 1590 05 bo f n 1C)VL0 (2—iUerhax,2Q N — .11901 Phone: 3 0 11) APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date CJ_ )(p - 6 - 20 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. (S gnature of applicareor nainte, if a co r ion) n ) 9 a 6-s6 on &r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. 13 9 y rp Electricians License No. I cl to Other Trade's License No. 1. Location of land on which nronosed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 5 Block -5- Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VaClhr\t 1 V�) r,d. b. Intended use and occupancy SL r,Si �, 14� 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Fee (Description) (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: FrontRear Depth Height / Number of Stories / Dimensions of same structure with alterations or additions: Front / Rear / Depth / Height / Number of Stories / 8. Dimensions of entire new construction: Front (n a Rear Co aDepth t/ Lo Height -34' 2-" Number of Stories a 9. Size of lot: Front 00 , Rear 106, Fd Depthd_ Ol . 'a3.3 sw r fy tins 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated g, — N 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re -graded? YESii NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises I t"TMuS I' 1n�Q Name of Architect iov.i x P• P%Vy-, S Name of Contractor Address No. No(Ql)7S`I i9 o No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_,/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) �kxoHn( :n 1,� 7—u T -e— being duly swom, deposes and says that (s)he is the applicant (Name of individikal signing c ntract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to 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 ee day of / 20 0.5 Notary blic LINDA J COOPER NOTARY PUBLIC, State of New York NO. 01 C04822563, Suffolk Cou9t�t Term Expires December 31, 201 c,:.r r •r. Y T1 T f. T v) iT, .1r) ll if T' -T ` T7 f `A I T T .'A -r_( (7 Applicant/ Date. Owners Native:;/ - — 'Reviewed: Archi eif SCTM #: y District: 1,000 Sec(iott: J T Block: S Lol: Project Subdivision l..ocatio�t: 1f32 Xe 1Z; — Name: Siegle separate Required cel•tlflcation: (Yes ( No) T _ Rcq. de, / / 11cy. / Zoniac DistricC (1.01 size: Acetal: f? `7 I (I,oc coverage _ I'ruta�cd./ Rey. i / Rcq. t ' i Roq. ((=rout Yard o [?roposcd: �/ I- (Side Yard i Proposed: ( (Rear Yard S _ I'toposcd- Project Description: 4) RE QUI D FOR REVIEW �A 11` O YES Suffolk County HealthDept. Naw York State. D. R C. Town Tn Town Zoai.ag Board appLoval: 7� Town flaming Board approval: Flood f lame Blovation M Flood Zone: " F /1/ nH o, /4' n_� Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 09/16/05 Receipt#: 4526 Transaction(s): Reference Subtotal 1 1 Septic Permit - Construct - Resid. 3509 $10.00 Check#: 4526 Total Paid: $10.00 Name: Tyte, Dorothy G. 1592 Osborn Ave Riverhead, NY 11901 Clerk ID: FRAN Internal ID: 3509 OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD -31 P.O. n 1179 Fax (.S 10) 765 -IR? Tdcphonc (.S 116) THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain, Development Permit pplication" (FD P(93)], and Certificate of Compliance Fr5r Develo,/Pment in _J Special Flood Hazard Area ((:/C(93)). — - - ------- TUA';,l OF SOUTHOLD Judith h T . Terry Southold Town Clerk August 25, 1993 jW144 T. T.CRRY 'r4 'TOWN CLERK' I�EGIS'rnAR OF VITA). STA-flSlICS MARRIAGF OFFICI:-R R_ECO RI)S "AGEMENT 01TICER FREEDOM OF INFORMA-FION OFFICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD -31 P.O. n 1179 Fax (.S 10) 765 -IR? Tdcphonc (.S 116) THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent. regulations of the Code of the Town of Southold: "Floodplain, Development Permit pplication" (FD P(93)], and Certificate of Compliance Fr5r Develo,/Pment in _J Special Flood Hazard Area ((:/C(93)). — - - ------- TUA';,l OF SOUTHOLD Judith h T . Terry Southold Town Clerk August 25, 1993 APPLICATION >d PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SEC PION I GENERAL PROVISIONS (APPLICANT to read and sign): L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein - 3. If revoked, all work must cease until permit is re -issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commeuccd within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requircmeats. 7. Applicant hereby gives consent to the Administratoror his/hcr representative to make caasonable inspections required to verify compliance. 8. L THE APPLICANT, CERTIFY THAT L STA ' HE IN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE EST OF . Y O GE, TRUE AND ACCU ab� (APPLICANT'S SIGNATURE) DATE f �% /SECTION 2: PROPOSED DEVELOP.-;�fENT (T'•bc completed by APPL QAh n BUILDER ENGINEER •J PROJECT LOCATION: r( To ovoid delay is processing the application, please provide coouRh information to easily idcatify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the aearest intersecting road or well-known landmark A skciclb attached to this application sbowing the project location would bc bcclpfW- vk _ FDP(93) I �t APPLICATION >d PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SEC PION I GENERAL PROVISIONS (APPLICANT to read and sign): L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein - 3. If revoked, all work must cease until permit is re -issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commeuccd within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requircmeats. 7. Applicant hereby gives consent to the Administratoror his/hcr representative to make caasonable inspections required to verify compliance. 8. L THE APPLICANT, CERTIFY THAT L STA ' HE IN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE EST OF . Y O GE, TRUE AND ACCU ab� (APPLICANT'S SIGNATURE) DATE f �% /SECTION 2: PROPOSED DEVELOP.-;�fENT (T'•bc completed by APPL QAh n BUILDER ENGINEER •J PROJECT LOCATION: r( To ovoid delay is processing the application, please provide coouRh information to easily idcatify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the aearest intersecting road or well-known landmark A skciclb attached to this application sbowing the project location would bc bcclpfW- vk _ FDP(93) I a_ r � Irtr � . f APPLICATION' PAGE 2 OF d DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure Residential (1-4 Family) ❑ Addition Cj Residential (More. than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? O Yes) ❑ Relocation ❑ Combined Use (Resideatial & Commercial) O DemdGtion' ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mining O Drilling %Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage- Improvements (Including Culvert -Work-) D RoafL, Strcet or Bridge Construction / O SuFAivision (New or Expansion) / ❑ Indual Water or Sewer System G' Othcr (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3 FLOODPLAIN DLTERMIN)MON CFo be completed by LOCAL kDNfINSTRATOA-) The proposcd development is located on FIRM Panel No. • Dated The Proposed Devclopment: ❑ Is L4M located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT P,ERNUT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone dcsipation is 100 -Year flood elevation at the site is:" Ft. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposcd dcvclopmcnl is located io a noodway. FBFM Panc) No. Dated O'Scc Section d for additional 'Instructions. SIGNED DATE APPLICATION 4 PAGE ] OF 4 SECTION 4: AQQl`TlQfqAL INFORMATION REQUIRED To he con Ieted by L CAL ADMINIST'RAT R The applicant must submit the documents checked below before the appbcadon can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposcd development. ❑ Development plans, drawn to scale, and specifications, including where applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also,--- ❑ Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide, 100 -year flood elevations if they are. not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection Icvcl (non Ft: NGVDMSL. For only) (MSL). floodproofcd structures,3'IppGcant must attach certification from r�-gislered engineer or architect. / ❑ Certification from a'registercd engineer that the proposed activity in a regulatory ata an y will not result in .an increase in the height of the 100 -year flood. A copy of all data and calculations supporting this finding must also be submitted_ ❑ Other. SECTIONS PERMIT DETERMINATION (To be completed by LOk:AL ADMINISTRATOR) I have determined that the proposcd activity. A. Cl Is B. ❑ Is not in conformance with provisions of Local Law it , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon paycneot of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. 1 y 1 APPLICATION 61 PAGE 4 OF 4 APPFALS: Appealed to Board of Appeals? ❑ Ycs ❑ No (-!caring date: Appeals --- 1 Vy'CU"!—Q— Yes 9 Al Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of_ComOianee is issued The following information must be provided for project structures. This section must be completed by a registered professiogaJ engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As -Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard - Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As -Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT'/: Any work performed prior to submittal bf the above information is at the risk of the App)'.canl. . �- r SECTION 7 COMPL ANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete (bis section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF QOMPLIANCECro be completed by LOCAL ADMINISTRATOR) , Certificate of Compliance issued: DATE: BY: Attachment B i BAMPiLE CERTI7ICATE PF COMPLIANCE Hazard Area for Development in a Special Flood N f+• I 1 1 r J' TOWN OF SOUTHOLD CERTIFICATE OF COMPLTANCC FOR DEVELOPMENT IN A SPECIAL FLOOD HA _UW AREA (O'VWER lvir►.ST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXIS`1'ING BUILDING O VACANT LAND ' THE LOCAL ADMINISTRATOR IS TO COMPLETE A OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #-)'19' ? AS MODIFIED' BY VARIANCE # DATED SIGNED: DATED: CIC(93) 4" VENT 2" I I2x I p I j w.c TVB Y Dill. Y 4" 4" VENT I �\ I,,2„ I X I 13„ IIS' 12" i l/jX I I I / ,I T}1B / �{ V "2 2" I I I 2" I 3 C r I I I I I i hn Ill/=x IIS/z• I< I w� I " 1 hL_ x K. . ._..- FIRST FLOOR ---------- TO AFPROVEI SMITATION SLAB t2PCAML-ANi2 POIL-PEWS 1930 N. SQA PP. SOUTHOLPP, NY. i LOUISE A. AGNES A.I.A. ARCHITECT 162 Laurel Avenue NORTHPORT, NEW YORK 11768 (631) 754-2950 Fax: (631) 261-9485 AIR VENT CsRADE i; t 2 3 2005 SURV*EY OF PROPERTY 51TUATE: 5OUTHOLD TOWN: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED II -29-05 FOUNDATION LOCATION 01-06-2006 ELEVATION ADDED 01-I2-2006 FINAL SURVEY 05-30-2006 AMENDED FINAL 0"7-12-2006, 0i -3I-2006 SUFFOLK COUNTY TAX # 1000-54-5-8 SUFFOLK COUNTY DEPT. OF HEALTH SERVICES REF. # RIO - 05 - 00l5 ,k:A 11; I:4 ULL42 uiM NOTES: • MONUMENT FOUND p PIPE FOUND SEPTIC LOCATIONS BY OTHERS AREA = 29,984 sf or 0.69 acres Geo 9io� 4, o, Cr, JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Comoaaserver\nros\05\05-122.vro SURREY OF PROPERTY 51TUATE: SOUTHOLD TOWN: 5OUTHOLD SUFFOLK COUNTY, NY SURVEYED II -2,1-05 FOUNDATION LOCATION 01-06-2006 ELEVATION ADDED 01-12-2006 SUFFOLK COUNTY TAX # 1000-54-5-5 CERTIPM TO: Dreamland Conenaoaon NOTES: ■ O MONUMENTFOUND PIPE FOUN[Y TOP OF FOUNDATION AREA = 2,1,984 5f or 0.6,1 acres GRAPHIG 5GALE 1"= 40' L � C no% N S o � cr a � °r ^•' Irl , � JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\Uce-server\c\pros\05\05-122.pro 5URVEY OF PROPERTY 51TUATE: SOUTHOLD / TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED II -2q-05 FOUNDATION LOCATION 01-06-2006 ELEVATION ADDED 01-12-2006 FINAL SURVEY 05-30-2006 AMENDED FINAL 01-12-2006 SUFFOLK COUNTY TAX # 1000-54-5-5 SUFFOLK COUNTY DEPT. OF HEALTH 5ER ICE5 REF. # RIO - 05 - 0015 «a rw :Al a Dreamland Canshuction NOTES: 0 MONUMENT FOUND 0 PIPE FOUND 5EPTIG LOGATION5 BY OTHERS AREA = 2q,gb4 5f or O.bq acres 6RAPHIC SCALE I"= 40' 'gut 212006 D, SUFFOLK COUNTY DEPARTIMENT OF HEALTH SERVICES APPF,r'A Date JUL 272006 The sewage d'cressl ,-..j � [_..,.:.;_:; ail.. xa iaen inspeCed •+rd/ � cep;:-: c � ^^. ; c: c � � ,,�' enu found .o be sa9sfactory FCP. 1 OffiC.. w 0( d s a ti e �s wj <F" 3 �9 ����o� 3R3. 6. O1� S-910� h / e � 0- A- 0113 o 0„ $ y' C� 9e"y i o t �0 eE F. � O• IZ 0� eo g�3 \0 & �. .b0 U 0 0 �ry N i S JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\05\05-122.pro G A � a. S 4 \ QO F FR . R CF \ 'v 006 ' ,p s SUFFOLK COUNTY DEPARTIMENT OF HEALTH SERVICES APPF,r'A Date JUL 272006 The sewage d'cressl ,-..j � [_..,.:.;_:; ail.. xa iaen inspeCed •+rd/ � cep;:-: c � ^^. ; c: c � � ,,�' enu found .o be sa9sfactory FCP. 1 OffiC.. w 0( d s a ti e �s wj <F" 3 �9 ����o� 3R3. 6. O1� S-910� h / e � 0- A- 0113 o 0„ $ y' C� 9e"y i o t �0 eE F. � O• IZ 0� eo g�3 \0 & �. .b0 U 0 0 �ry N i S JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\05\05-122.pro oruck .Y OF PROPERTY SOUTHOLD SOUTHOLD K GOUNTY, NY r_�-22-2005 11 INTY TAX R lr OZAYHS00l "Allf9l � —T I — "4 Ear_ i]" O C iia E V 5" 06 E1ry _ O J —vrq pomels a I_' OC ��V 3 ci ate Le 3eOO ps I mix -Crete LF as .iol—prcTF 3. 'r,)Lina to be constructed on ,i Ilsturbed sod. X000 pS.F TEST HOLE McDONALD OEOSGIENGE EL= 1.2' PALE BROWN FINE R, TO GOA" SAND SW WITH 5-1(% GRAVEL 26' WATER IN PALE BROWN FINE TO CGOARSE SAND 5-10% GRAVEL 0 s b \ 'V sA\ qy VATM,N,INSPECTION REQUIRED FOR SA ARY SYSTEM BY HEALTH D RTMENT S So 0 (DCDZ C- �� �\ 1 TO of �Jq I,iSTR,ETT,LN FOOL I IACHIN6 POLI, e -d DTA x z DDEP 4-� DIA x z PEEP FF Eo-,_ E 3 ��� s4EL-5 r+�,-DranoE - ='o z iPV ] - TINJa rNv-1 2 ,Lf :-T - J - -INv=H h F -- GRCUIID'n ATEP EL -4.E LEPTIC TANK 1EDC GALLON SEPTIC CRO55 SECTION RTES MONUMENT FOUND p PIPE FOUND _ ELL -VA INE, REFERENCE SUFFOLK COUNTY TOPO MAPS PARC LIES ENTIRELY IN FEMA FLOOD ZONE AE (EL IU AS ANN07 TED FROM FIRM MAP No. 56103CO154 6 MAY 4, Iggb BUILDI C- AREA BASED ON LOAN OF 5OUTHOLD LAW REGARDING NON -G IIFORMINS LOTS (ZONE R-40) AREA )q,1184 of or 0 b PCree ,ZAPIHIS, =,(-,Al F P'= 30' ,q G SUFFOLK COUNTY DEPARTMEATI' QF ITEALTI-I SERVICES PEr3&T FOR A1PF e21L"DVAL E;i CCN—' li R(frTT, 'N FOR A SdP3G1,12 riubhULV' PESTDFNC11; ONL? DATE ��� OS IS REFlo.-./ APPROVED F 14A50h!UM OF _,EE;iE00MS EXPIRES THREE YEARS F[cON1 DATE OF APPROVAL �✓EZC ENGINEERS CERTIFICATIOPI REQUIRED. SUBMIT P.E.Or K 'rRTIFICATION F NS '11 CO3$ OF �// FOR FINAL ROV . USE FORM WIA SO, !PJO� JOHN C. EHLERS LAND SURVEYOR 6 EAST NIAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF. -\\Hp semAd\PROS\05-122.pro o IF- cp JOHN C. EHLERS LAND SURVEYOR 6 EAST NIAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF. -\\Hp semAd\PROS\05-122.pro CONSTRPUCTMIONTOFYTHE "DREAMLAND BUIIDERARESIDENCE GENERAL conditions at the site prior to starting of work and he i. Contractor shall check &verify all p 9 a shall familiarize himself with the intent of these plans and make work gree with the some. 2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any work. If contractor or owner does not receive a permit prior to start of construction the Architect holds no responsibility in correct code compliance nor dissimilar interpretation of codes by the town plans examiners. 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, inspection approvals, etc. for work performed from agencies having jurisdiction thereof. 4. All work shall conform to the Residentual Code Of New York State 2002 Building Code, State Energy Conservation Code and all rules and regulations of Town of Southold. construction a condition exists which disagrees with that as indicated on 5. It in the course of 9 the contractor shall stop work cies on the Ions there are an inconsistencies P these lays or if architect. P P Y t the work allow this procedure and continue with , ' the architect. Sh ould he fail to f and notify P Y he shall assume all responsibility y and liability arising 6. Architect has made various assumptions that only can be verified in the field after partial demo has taken place. If assumption is correct continue with work. If assumpption is incorrect stop work and notify Architect immediatelyy. In most cases assumptions can be verified prior to start of work with test holes, if this can be done -it is expected to be done prior to start of work. 7. The Architect/Designer assumes no responsibility for construction conforming to these plans; means of construction, methods, techniques, sequences of procedures, or for safety precautions and programs in connection with the work, or has he/she been hired for supervision unless specified. B. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the fitting to other work; for work to be confirmed and correlated to the site; for information pertaining to the fabrication procedure or to the means, methods, techniques, sequences and procedures of constructions; and for the coordination of work with all trades. The verification Of thephysical interrelationships of elements of the work from plans and specifications and in the field is the contractor's sole responsibility. Architect's review of the contractor's submissions does not relieve contractor from these responsibilities 9. Architects site plan is only schematic. All information is as indicated on owners survey and shall prevail. 10. Do not scale drawings. Written dimensions supersede scaled dimensions. 11. Architect has not been retained for on site inspections and/or observation of the construction. 12. The standard form, A.I.A. Documents No. A-201, of the American Institute of Architects latest edition Articles 1 through 14 inclusive, is hereby made a part of this specification and the terms thereof binding to the contract agreement to the same extent as if herein written out in full. A copy of this document is available at the office of the architect for examination. e warrants that contracts to perform the work contemplated fithese, plans will, not 3. Owner t deviate i any ma Arial respect from the general notes herein and t�e pertinent drawings and specifications. 14. General: Submit samples, shop drawings ,productdLatta, test reports and data, manufacturer's name, certifications, and procedures for all specified items and as requested by Architect. Shop drawings shall conform to the best standards of the construction industry and shall be prepared by and under supervision of competent engineering personnel. 15. Stress graded lumber and timber: a) submit name of supplier and certificate of inspection stating grades of lumber used in fabrication b) Submit name of manufacturer of metal structural timber connectors with printed product catalog. 16. Structural Steel: o) Submit shop drawings for structural steel members shown in the drawings. 17. All items removed in the construction shall r�em�a'In�the owners property with the exception of debris which shall be carted off the site and legally disposed of. 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and shrubs) 53. All lumber shall be Douglas Fir Larch #2. Design values shall be that as published in g Manual. WFCM Frame Construction M American Forest and Paper Association Wood ( ) 1995 Edition, for 1 and 2 story dwellings. (as per R301.2.1.1 Section 1 ) 54. All lumber shall be fastened as per the Wood Frame Construction Manul fastening table 3.1 (as per R602.3(1) 55. Design Loads: Location L.L.. D.L. De ection 1st Floor 40 PST 15 psf 1 360 2nd Floor 30 psi 15 psf 1/360 Attic- Limited Storage 20 psf 10 psf 1/240 Under 3/12 Attic -Non Storage 10 psf 5 psf 1/240 (must be under 3"/17' slope) Roof < 3/12 ' 45 psf (ground) 7 psi 1/240 Roof > 3/12 * 45 psf ground 7 psi 1/1 80 Cathedral Ceiling 45 psf ground 15 psf /40 (v) NOTE: Reduction of live loads on certain roof pitches (See ASCE 7) - construction rade 2 or Douglas Fir con to be size adjusted lumber 875 psi D 9 6. Design timber stressP 9 51 9 - o. 2 dense modulus of elasticity of i 600 000 psi Douglas as Fir No. 2 and Southern Pine N better, m 9 Y P de. Lumber shall be graded b a and commercial grade. Y ' ed acceptable species 9 shall be consider 9 P P recognized grading and inspecting bureau in strict accordance with industry standards and by it's use as indicated in the drawings. Grade markings shall be clearly printed on structural members and where possible shall be left visible. 57. Double joists under all partitions parallel to some and around all openings 58. MicroLam LVL's and " I" Joist's are to be installed in strict accordance with manufactures specifcations.Microlam LVL's and I " joist's to be by Trus Joist Silent Floor System. No substitution is allowed without written consent of Architect prior to construction. 59. Builder is to procure a placement plan from "i " Joist manufacturer. (Trus Joist, A Weyerhaeuser Business) 60. For 1.9E Microlam LVL: a) A minimum of 3" of bearing at ends, b) 16", 18" and 20" deep beams are to be used in multiple units only. c) Nailing pattern for assemblyy of multiple units is to be a minimum of (2) rows of nails at 12" Ex., (3) rows of 12d nails at 12" ox. for 14", 16", 18" and 20" beams. d) Assume Ab = 2,600 psi, E - 1,900,000 psi. 61. For "I " joist's: a) A minimum of 2" of bearing at ends, b) Lateral support is required at bearing paints. 62. All headers to be (2) 2"X10" unless otherwise noted. 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood Association Standards: aFlooring - 3/4" thick - interior (b -d) b Roof and sidewall sheeting - 1/2 Inch exterior (c -d) 64. On all ca bedral ceilings and around all skylights, notch holes as allowed by New York State Code for proper lhru venting of batt insulation to allow for clear venting from soffit vents throw9h to the roof venting system used. 65. Provide fire stopping in floors, walls and other framed compositions as requied by the Nwe York State 2002 Building Code and any local codes having jurisdiction. WINDOWS R DOORS 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically weotherstripped, including an aluminum saddle. 67. Where existing walls are to be removed or new openings are called for in existing walls, prior to removal of existing walls, ceiling beams, roof rafters, Act., contractor shall brace existing until new header as specified is installed. 68. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall be provided with double glazed insulating glass and fiberglass screening. 69. Anderson windows have a 15% return charge on standard windows (in stoclk) and will not accept returns on special orders. Contractors/owners to verify that window sizes shown on their plans are correct prior to ordering windows. Return charges / no returns allowed are the responsibility of the contractor. 70. All fixed glass shall be double glazed Insulating glass panels. Exact sizes to be field determined upan completion of framing. 71 All entrance doors to have storm door or certified U value of .40 or less, 72. All interior doors to be 1-3/8" hollow core luan veneered with appropriate: hardware. (Owner is 19. Driveway and base paving shall be as PVIRF regulations. to select all doors and all hardware) 20. Contractor shall strip topsoil from front yard, side yards, and to 30' from rear of residence and 73. Window manufacturer as noted, Provide at least one egress window (24" clear height oeening and upon completion of construction, final grade and seed this area for a lawn. 20" clear width opening min. 5.7 sq. it, (or 5 sq. ft. on grade level with sill 'within 44 to grade. 21. Gradingg around new construction shall slope away from house and blend into existing. 74. Glass in sidelites, showers, sliding glass doors (or equal) and in interior/exterior partitions 18" or less above 22. Construction shall (unless directed otherwise by owner) include in his work, removal of existing the floor and as per Section R308.4 (Hazardous Locations) shall be tempered (safety glass with marking shrubs and trees within the area of the new addition and transplanting of same to a location labels as per Section 308.1 selected by owner. FINISHES 23. Contractor shall stipulate an allowance for landscaping. LIST IS FOUNDATION AND FOOTING 75. All finishes shall be selected by owner. MAIL ------MATERIAL APPD------APPROVED 76. All drywall shall be U.S.G. National Gypsum Co. 1/2" thick, taped and speckled 3 coats. 24. All footings, to bear op updisturbed soil with a min. allowable soil pressure of 3000 lbs./SF and shall have a minimum of 3-0 of cover. Soil is assumed to be sand/gravel, with a minimum trace of dry clay. 77, All Wallboard shall be rimed and painted where exposed using best quality factor mixed points P P e 9 9 Y Y min. 1 coat primer & 2 coats finish or more as required. 25. Soil tests are required as per Section R 401.4. 78. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior staining, counter 26. Top of footings shall be kept below frost lines. Contractor shall verify minimum depths required with MT_ ------- METAL tops, vanities and kitchen cabinets.) (N) --------NEW local Building officials. 79. Contractor shall stipulate an allowance for interior and exterior lighting fixtures, kitchen cabinets, 27. 28. All footings to have (2) #5 rebars. Stepped footings where required, shall have a vertical to horizontal ratio of 1:2 and shall not exceed 30 degrees. Actual location of stepped footings to be located in fe�dand are 80. cabinets, countertops and vanities. Carpeting shall be furnished and installed at owner's expense. P 9 P OF --------OFFICE a slope of conceptual in nature on foundation plan. 81. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to 29. 30. The foundation as shown on the construction documents is predicated upon a site with little or no slope All to be 3,000 stone concrete ®28 days. 82. retain its natural color. Kitchen flooring shall be linoleum with a 4" high complimenting Vinyl bose.( Verify with owner) 31. concrete psi Provide 15# fell membrane dampproofing over trowelled on mastic on all poured concrete foundation 83. t [ d tub and Bathroom flooring shall be mosaic tile on mor or bed with glazed Ile base. Walls PERFA8 ---- PREFABRICATED walls from grade to footing. PREFIPREFINISHED with m showers shall receive glazed tile to 6'-0" above finished floor and shall be set with mastic. All 32. All concrete block walls shall be filled with mortar and have duro-wall reinforcing every other course and shall be dampproofed edge of footing to underside of sill, and then applying asphaltparging on 84. tile shall be American Olean or equal. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder, R------- RISER top from edge of footing to grade. Apply a top coat of cement parging from top of grade to sill for REP .-----REFEFRIGERATOR towel rack, shower rack, shower curtain rods and clothes hooks as selected by owner. 33. finish. to be Basement/Crawl space construction: If at any time during excavation, the soil appearslavatories 85. All plumbin fixtures shall be American Standard or equal with Moen faucets for sinks and with owner). RET -------RETURN conductive to water problems, the contractor Is to order a soil boring test prior to further g6. All appliances shall be furnished by the contractor and shall be G.E. or approved equal. excavation to determine the water level and presence of an underground spring. for Termite in addition to providing 87. Provide access to attic area by means of a 24"x18" removable panel in closet ceiling or pull 34. Upon backfilling foundation, chemically treat soil protection down stairs (verify with owner). 35. termite shields of womanized sills. Provide 6 mill polyethylene vapor barrier under concrete slab. (omit at garage). ROOFING R GUTTERS 36. If other conditions are encountered or special site conditions prevail the contractor Is responsible 88. All metal flashing where called for on plans shall be aluminum. 37. for having the foundation redesigned and shall notify the architect/designer All wood on concrete shall be A.C.Q. treated. Anchor bolts shall be 89. 90. Roofing shall be 240#/square asphalt shingles over 15# felt. Install leaders, gutters, and drywells as required for proper runoff collection and distribution to local codes. 38. Provide 2x6 A.C.Q. wood sills over the sealer anchor bolted to foundation. and as required meet state and 39. 40. 5/8" dia.X 12" long and 12" from corners. Provide 2 bolts per sill piece minimum. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density. Concrete be and masonry shall not be laid when the temperature is 40 degrees PLUMBING A HVAC shall not poured or less. Concrete shall not be poured on frozen surfaces. 91. All plumbing shall be in strict conformance with the New York State 7000 IBC. ,SM 92. Install new oil fired hot water system to provide a separate zone 41. All structural steel to be A-36 fs 36,000 psi All shapes & plates shall conform to ASTM A36. with thermostat and controls for the new addition. All piping shall be !insulated and run 42. Design Values: concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of a) A.S.T.M. A-36 steel/Fy= 36 ksi sufficient length in each room for maintaining a 68 degree Fahrenheit interior temperature b) Bending stress - Fb= .66Fy = 24 ksi for compact sections (W & S shapes) at 0 degree exterior temperature with a 15 mph wind velocity at 36" above finished floor, c) Bending stress = Fb = .60Fy = 22 ksi for non-com act sections. 93. 24" away from exterior walls. Sanitary dispposal system shall be County Health Department approved for design and installation. d) Sheer stress (Fv) _ .4OFy = 14.5 ksi System to be 1000 gal / min. septic tank and 300 sf wall area leaching pool or as required e) Modulus of elasticity = 29,000 ksi by County Health Department. 43. Steel lintel schedule: UP to 3'-6°: 3.5"x3.5"x5/16" ➢ES�IC. 36 to 8'-0": 5%3.5"x3 8" 94. 50 cfm inbathroom ventilation, or 25 ch continuous. over 8'-0": 6"x3.5"x1/2 95. light at all landings, treads interior and exterior stairs. 10 ft. candlesdles off light 44. Wood shimming is strictly prohibited. Use steel and/or non shrink grout only. 96. Install as per owners direction any and all intercom, telephone and/or TV antenna wiring in walls 45. All reinforcing rods shall be deformed of intermediate grade new fillet steel conforming to A.S.T.M. prior to siBetrocking. All temperature control wiring shall also run concealed in walls, floors 46. specification A-615 grade 60 Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B. 97. and/or celllFigs. Electrical work to be Board of Fire Underwriter approved. 47. 48. All bolts are to conform to A.S.T.M. A-325. All wood/steel flitch plates shall be through bolted with 5/8"0 galvanized steel bolts 0 16" ox. 98. Furnish and install a single station smoke detecting alarm device where !indicated on plan. (AJ 102.3) Device shall conform si Section on sm ke the New York State Building Code. staggered. Such flitch plates shall be supported on solid posts with 3/8' thick steel bearing plate documents for the size of the post. Insure that gg Carbon Monoxide detector sensor shall be provided on each floor fastened to the top of the post. See construction applied loads are transformed to all load carrying component pats. All steel plates shall be the bottom). including cellar and shall be hard wired. 9 100. Smoke detecting alarm devices shall be provided outside each separate sleeping area, in each 49. same depth as that of adjacent wood members less 1/4" (1/8" at top; 1/8" at Connection Materials (bolts, nuts, washers nails, screws and the like) shall conform to ASTM A307. sleeping space and on each floor level to be hardwired. ' able local codes Electrical Cade and any'a applicable , to t o the National EIPP 50. Nails shall be hot -dipped galvanized in accordance s with ASTM A153. PP 9 TecgChevy Chase, Maryland Manufactured Metal Structural Timber Connectors shall be as manufactured 101. All electrical work conform Board of Fire Underwrl 'ters", the National Boar and shall be approved by h ec Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 14 gauge. others, unless otherwise noted. systems shall c designed all 102. Electrical and to verify 103. Contractor is to verify prior to contract signing all electrical fixtures, omtlets, and switch location 51. Structural Steel: as well as type and manufacturers. 104. Service shall be 200 amp service with pushmatic type panelboards or ais specified by owner. a All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders - 3 6 the Steel 63 Unless otherwise noted, all steel will be cleaned to meet the is of SSPC SP Y 104. NOTE TO SUBCONTRACTORS: Do not notch or cut hales into joists greater than that allowed primer 2.0 t Structures Painting Council and shall be painted with shop primer 2.0 to 4.0 dry film thickness. c) Structural steel supporting wood framing shall be fastened to the wood framing with 1/4" clip angles Maximum 1/6 depth within 1/4 of span (not allowed within) middle half of span.) at intervals not to exceed 4'-D". a Notching: b; Bored Holes: Maximum 2 1/2'0 no less than 2" from top or bottom of joist. Also, in no case 52. Paint for structural steel:are notches to he placed in both edges if the near sides of such noflches are closer than 12" Shop primer: Tnemec 10-99, Tnemec Company or other accepted by Architect horizontally, nor are the near sides of notches and bored holes to be placed closer then 12" horbantally. nor are bored holes to be placed near both the top and bottom edges if the LIST IS ABBRS AFF -------ABOVE FINFLOOR - - - MASONRY ALUM ------ALUMINUM MAIL ------MATERIAL APPD------APPROVED MAX -------MAXIMUM APPROX----APPROXIMATE MECH------MECHANICAL BD --------BOARD MFG -------MANFACTURER BBD-------BUREAU/BLDG DESIGN MIN -------MINIMUM BLK-------BLOCK MISC------MISCELLANEOUS BR --------BRICK MO -----MASONRY OPENING BSNT------ BASEMENT MT_ ------- METAL CEM -------CEMENT (N) --------NEW CER.T.-----CERAMIC TILE NIC -----NOT IN CONTRACT CL --------CLOSET NO --------NUMBER CLG-------CODING N.T.S.------NOT TO SCALE COL -------COLUMN OF --------OFFICE CONIC ------CONCRETE OD -----OUTSIDE DIAMETER CONS BL ----CONCRETE BLOCK OPNG ------ OPENING CONSTR---- CONSTRUCTION PLF-POUNDS PER LINEARF01 DEMO ------DEMOLITION FILMS ------ PLUMBING DEPT------ DEPARTMENT PLYWD-----PLYWOOD DET -------DETAIL PERFA8 ---- PREFABRICATED DIA ------- DIAMETER..OR 0 PREFIPREFINISHED DN --------DOWN PRELIM ---- PRELIMINARY DR --------DOOR PROV'D ------ PROVIDED -------DRAWING R------- RISER (E) -------EXISTING REP .-----REFEFRIGERATOR EA --------EACH EA REINF EL --------ELEVATION RENONO------RENOVATION ELEC------ ELECTRIC RET -------RETURN ENCL------ ENCLOSED REV-------REV15E COOLER SURF ------SURFACE SUSP------SUSPENDED SYS -------SYSTEM TFW--TOP OF FOUND. WALL GR --------GRADE TEMP ------TEMPORARY GYP -------GYPSUM TO ------TRIMMED OPENING HOL. MET ----HOLLOW METAL TR --------TREAD H.P.------HIGH POINT UNPIN -----UNFINISHED ID --------INSIDE DIAMETER UTIL------ UTILITY INCL ------INCLUDE VERT ------VERTICAL INSUL------ INSULATE VOL -------VOLUME LAM -------LAMINATE V.I.F.----VERIFY IN FEILD LAV -------LAVATORY V.W.O.--VERIFY WITH OWNER LF --------LINEAR FEET WTD --------WOOD 1 P --------I OW POINT .._ KEY TO SYMBOLS NEW WALL BEARING WALL (H') - MAY VARY SD SMOKE DETECTOR CABON MONOXIDE DETECTOR SENSOR F FAN/LIGHT 35 C.F.M. YYY - BEAM L -o STL PIPE OVER P.C. FOOTING ALIGN RIDGE 1"0 P.C. PIER (DIAMETER SHOWN ON PLAN') SECTION NUMBER N SHEET SHEET NUMBER OWNER5FIIF AND USE OF DOCUMENTATION DRAWING5 Allo 5PFOILOATION5. A51N5TKUMENT5 OF PROFE5510HAl SERVICE, ARE AND 511ALL REMAIN THE PROPDEPI Or THE ARCHITCQ, THE5E VOCUMENS APS NOT TO EF NsFE Irl WHOLE OR 11 J PART, FOP, ANY OTHER PROJECT5 OR FURP05E. TO MODIFY OR COFY THese DRAw1NIG5 AND 5FFCIH ATION5 WITHOUT ENPRE55 WRITTEPI PERMI5510N DF LOU15C A AGAE5 ARCHHFCr 15 PROHIBITED BY FEDEPA. IAN A115 5TRICr EX15T FOR SUCH VIOLATIONS SNOW AND IcfGAURD RFauIR NAIL SHEATHING TO EACH RAFTER F S���p� F�� 1'Pgq�y 4, EVERY 6" ��V�J6 isPC `p NQ= z®k' 2 CEILING STRUC RON SIMPSQN STRAP TE LSTA15 240 #ASPHALT OF SHINGLES PLACED OVER RAFTER TO RAFTER \ 1/2" CDX PLY ODD OVER 15LB. FELT PAPER (NOT REQUIRED IF 2"X4" C.B'S ( RAFTERS (SEE PLANS) o h., X16"O.0 RAFTER TO RAFTER IS R-25 INSULATION ER 1 3 OF PLATE TO USE UPPER \ UNDERSIDE OF RIMIN. 1" SPACE FOR VENTING OF INSULATION a �� DGE) (USE 12-10d NAILS) CEILING JOISTS (SEE PLANS) GYPSUM BOARD LIZ SIMPSQN STRONG Tl E 2.5 / a EACH RAFTER - PLACED ® � 0 (USE 5-8d @EACH END) L FACIA BOARD AS SELECTED BY OWNER SEAMLESS GUTTER SIMPSON HURRICANE TIE H2.5A�-- on PLACED AT EACH RAFTER SOFFIT �� (USE 5-8d @EACH END) 2" CONTINUOUS SOFFIT VENT o SECOND FLOOR - FIRESTOPPING AS PER CODE WALL CONSTRUCTION a o R 1/2" GYPSUM BOARD a M � CD o FLOOR JOISTS (SEE PLANS) 2"X4"WOOD STUD 16"O.C. U w R-15 INSULATIONLw 3/4" T & G PLYWOOD SUB -FLOOR !j 1/2" COX PLYWOOD �� m Z N FINISH AS PER OWNER- �¢ TYVEK VAPOR BARRIER � 1/2" FOAM BOARD( R-7 MIN.) z Q V LL v to v SIMPSQN LSTA30 STRAP PLACED @ MAX. i6'O.C. FROM STUDS TO STUDS NO AT EVERY I STUD MIN. 4'-0' OM CORNERS AND AT WINDOW AND EXTERIOR DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHINbi� (USE 5-10d NAILS AT EACH STUD) w �r o FIRST FLOOR w� 3 0 SIMP§ON LSTA12 STRAP - PRESTOPPING AS PER CODE PLACED ® MIN. 16 O. FROM STUDS TO RIBIO AND AT EVERY FLOOR CONSTRUCTION E STUD MIN. 4-0" FROM CORNERS _ �o AND AT WINDOW AND EXTERIOR 3/4" T 8c G PLYWOOD SUB -FLOOR �tB DOOR JACK STUDS FINISH AS PER OWNER N (USE 5-10d PER STUD FLOOR JOISTS (SEE PLANS) o x oo¢ � _ R-19 INSULATION FIRST FIN. FLOOR ELEVATION,16 4,3 - on LLJJ Q \Ec, Y - (2) 2" X 6" SILLS WOLMONIZED ACQ iJ O0 o COPPER TERMITE SHIELD WiTH PAPER W L ] COATING SIDE DOWN z _U 1-__ r��o- SILL SEALER UNDER TERMITE SHIELD w Q Ui u' stP� SIMPSQN LTP4 PLACED ® MAX. i6110.C. FROM RIBBON a (USE 12O SILL -PER TIE) 11, m U 5/8" DIA. X 12" LONG ANCHOR BOLTS ¢_ ® 23"O.C.AND MAX. 12" FROM CORNERS EMBEDDED MIN. 7" INTO CONIC. Z / o a (FOR SPACING SEE ANCHOR BOLT SPACING CHART ON SHEET #2} EI z w 0 � z AWWLSPACE' � w RAT SLAB ELEVATION 110.5' GRADE ELEVA ION 10.5' w w Ld III =1 -1 LINE OF GRADE o 0 2"SCREED COAT NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO I2 5 REBARS IN BOTTOM OF FOOTINIG - MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT UMI ED TO TERMITE SHOLD, CLIPS, CONT O-# STRAPS,SHINGLES,SIDING,WIDOWS.DOORS,INSULATION, ECT, ECT. E:fT. BOTTOM OF FTG. ELEV. 7.5 RE IDENTIAL CODE OF NEW YORK: R3G1 1.2 B[,14,oY,I.I EXCEPTIO WOOD 5TRUCTURA PANELS WITH MINIMUM HICKNE55 OF eA 1 G" 0 1 1 mm) AND MAXIMUM SPAN OF 5 FEET (2436 mm) SI- ALL BE PERMITTED FOR OPENING PROTECTION IN ONE -AND -TWO STORY BUILDING 5. PANELS SHALL 8E PRECUT TO COVER THE GLAZED OPENINGS WITH ATTA:HMENT HARDWARE PROVIDE-[) ATTACHMENTS SHALL BE PROVIDED IN ACCOI-DANCE WITIH TABLE 8301 .2 I OR SHALL BE DE5IGNED TO RE515T TF I COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WIT H ]THE PROVISIONS OF THE BUILDING CODE Of NEW YORK STATE TABUWIND B E DEBRIS PROTECTION FASTS LING SCHEDULE FOR WOOD STRUCTURAL PANEL5 a 5"", a. THIS TABLE 15 BASED ON 110 MPH WIND 5FEED5 AND A 5.I -FOOT MEAN ROOF HEIGHT If. FASTENERS SHALL BE INSTALLED AT OFP051NG ENDS OF TI E WOOD STRUCTURAL PANEL. c. NAILS SHALL BE I Od OR 12d BOX NAILS. R, WHERE SCREWS ARE ATTACHED TO MASONAKY/STUCCO,'- 1EY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVI JG MINIMUM ULTIMATE WITHDRAWL CAPACrIY OF 490 POUNDS I �ES� .-i-0 (.eIK-Zi 1 8, L+ _III FROM BUILDING FWNUAUUR').Vwc+vnav �-1L III II -I l APT€�II�® ' d 111-1 1- rnrun�rrw rrimcmllrmvri moD DAMAGE FIEVENTIO z r #PROOFING OVER POURED CONCRETE OUNDAJI@PBTIFICATI N OF L NFAILING & CON FCTION IOOTiNGREDUIR D. ALL CONSTRUCTION SH ET THE PP':;1i T tdfr9 -� C'JI_E.4000N7EN7-t3E7--ur-ft CODESOF•NLVvtJnr.of E. 1� z CEI; IIFICATF OF OCCUPANCY 1 s'IDFR'Ibtl IN WATER DETAIL s a r .,vr a; CANNOT APPROVED AS NOTED L,kL,EEDzr,L.q 1%LEAD. RITE 3.P.It31 -Q TYPICAL WALL SECTION vec416t-I° BY PI Ile nelAlA 9UI-DING 1! (FITMENT A 53 NO SCALE ALL - STE I :M TO Z oM FOR THE 66!! 0 &WA +ECD \ "SPEC,' 'NI$: �/ O TESTING HErIME L,OVERING )AI J - TN REQUIRED C it, CON PETE SHUTTERS OR MISSILE TESTED D WIIIJ 0 S FOR P . WINDS REQUIREDURE[) ' ]Li - RA ,NG t PLUMBING DO TC)T DROCEED WITH OWNER'S RESPONSIBILITIES AND I)'ILCISION FRAM ,r : ;TIL SURVEY, I a!At - CO: Tr,UCTIN MUST NOTE: IF PLYWOOD SHUTTERS AR'fi: NOT INSTALLED PRIOR TO of FOUN1-;I IuN LOCATIONBE COMPLETE FOR C D. RARING No. HAS BEEN APPROVED..-- CONSTRUCTION SH..LL MEET THE HURRICANE,HOME INSURANCE MI'1( BE VOIDED, THEREFORE IT IS THEA C�/4 I=QUIREMENTS OFTHE CODES OF NEW YORK STATE. n n NOT RESPONSIBLE FOR ARCHITECTS SUGGESTION THAT AL_ NEW WINDOWS ARE TO BE B MISSILE DESIGN OR CONSTRUCTION ERRORS. 1 TESTED FOR 110 MPH. (APPROX. '100% ADDITIONAL COSTS TO WINDOWS) 1 UNDERWRITERS CERTIFICATE RETAIN STORM WATER RUNOFF. REQUIRED PURSUANT TO "`^; l IC N 45-1 OC n,1.al l ., t of F CHT CD 107'?/ OI/ 051 MECCED OT. L.A. FASTENER SCHEDULE FASTENER TYPE PANEL SPAN 4B0 CI 6 FOOT 54 FOOT G AN PANEL -f G PANEL SPAN 5 6 FOOT 5 6 FOOT 2 112" #G _ WOOD 5REW5 G. 12" 9" 2 1 /2" #6 WOOD 5REW5 IG" IG" 12" a. THIS TABLE 15 BASED ON 110 MPH WIND 5FEED5 AND A 5.I -FOOT MEAN ROOF HEIGHT If. FASTENERS SHALL BE INSTALLED AT OFP051NG ENDS OF TI E WOOD STRUCTURAL PANEL. c. NAILS SHALL BE I Od OR 12d BOX NAILS. R, WHERE SCREWS ARE ATTACHED TO MASONAKY/STUCCO,'- 1EY SHALL BE ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVI JG MINIMUM ULTIMATE WITHDRAWL CAPACrIY OF 490 POUNDS I �ES� .-i-0 (.eIK-Zi 1 8, L+ _III FROM BUILDING FWNUAUUR').Vwc+vnav �-1L III II -I l APT€�II�® ' d 111-1 1- rnrun�rrw rrimcmllrmvri moD DAMAGE FIEVENTIO z r #PROOFING OVER POURED CONCRETE OUNDAJI@PBTIFICATI N OF L NFAILING & CON FCTION IOOTiNGREDUIR D. ALL CONSTRUCTION SH ET THE PP':;1i T tdfr9 -� C'JI_E.4000N7EN7-t3E7--ur-ft CODESOF•NLVvtJnr.of E. 1� z CEI; IIFICATF OF OCCUPANCY 1 s'IDFR'Ibtl IN WATER DETAIL s a r .,vr a; CANNOT APPROVED AS NOTED L,kL,EEDzr,L.q 1%LEAD. RITE 3.P.It31 -Q TYPICAL WALL SECTION vec416t-I° BY PI Ile nelAlA 9UI-DING 1! (FITMENT A 53 NO SCALE ALL - STE I :M TO Z oM FOR THE 66!! 0 &WA +ECD \ "SPEC,' 'NI$: �/ O TESTING HErIME L,OVERING )AI J - TN REQUIRED C it, CON PETE SHUTTERS OR MISSILE TESTED D WIIIJ 0 S FOR P . WINDS REQUIREDURE[) ' ]Li - RA ,NG t PLUMBING DO TC)T DROCEED WITH OWNER'S RESPONSIBILITIES AND I)'ILCISION FRAM ,r : ;TIL SURVEY, I a!At - CO: Tr,UCTIN MUST NOTE: IF PLYWOOD SHUTTERS AR'fi: NOT INSTALLED PRIOR TO of FOUN1-;I IuN LOCATIONBE COMPLETE FOR C D. RARING No. HAS BEEN APPROVED..-- CONSTRUCTION SH..LL MEET THE HURRICANE,HOME INSURANCE MI'1( BE VOIDED, THEREFORE IT IS THEA C�/4 I=QUIREMENTS OFTHE CODES OF NEW YORK STATE. n n NOT RESPONSIBLE FOR ARCHITECTS SUGGESTION THAT AL_ NEW WINDOWS ARE TO BE B MISSILE DESIGN OR CONSTRUCTION ERRORS. 1 TESTED FOR 110 MPH. (APPROX. '100% ADDITIONAL COSTS TO WINDOWS) 1 UNDERWRITERS CERTIFICATE RETAIN STORM WATER RUNOFF. REQUIRED PURSUANT TO "`^; l IC N 45-1 OC n,1.al l ., t of F CHT CD 107'?/ OI/ 051 MECCED OT. L.A. IW I c\ ------ \\ O v I 0 GABLE ROOF I ROOF SHEATHING FASTENING SCHEDULE JOINT DESCRIPTION # OF COMMON NAILS NAIL SPACING ROOF FASTENING ZONE ROOF FRAMING 2 k^FTER TO TOP PLATE TOE -NAILED 3-8d PER RAFTER HIGH WING UPLIFT 8d COMMOMN PANEL EDGES PANEL FIELD ILING JOIST TO TOP PLATE(TOE-NAILED) PER JOIST 4 °) F l )OF RAFTERS 9 12"O.C. WALL 8-10" HIGIT 3-8d 6 ROOF; RAFTERS 16"O.0 WALL CD 8-10" HIGHT 3-8d ROOF OVER 7/12 PITCH ROOF SPAN rHLING TO PARALLEL RAFTR(FACE-NAILED) 12 FT 20 FT. 28 FT. 3G FT. EACH LAP If I TER @ 1 2"O.CJRAFTER SLOPE- 3 1 2 4- 1 6d G- I Gd 8- I Gd 8-1 Gd 4. 12 3- 16d 5- 16d G-IGd G-IGd —7— _Gd _77 -Gd 5. 1 2 3-1 Gd 4-1 Gcl 7:12 3-16d 3-IGd 4-IGd 4-IGd 912 3-I—Gd 31Gd 3-IGd 3-1 Cd 12 12 3-IGd 316,1 3-IGd 3-1Gd ROOF SPAN :,1_IUNG TO PARALLEL RAFTER(FACE-NAILED) 12 ITT FT. 28 FT. 3G FT. EACH LAP ( J TER @ I GO C.)RAFTER SLOPE: 3 12 5-IGd1 Gd I -IGd 14-1 Gd 4:12 4-IGdIGd 8-IGd II -IGd 512 3-IGdIGd 7-IGd 9-IGd :3-IGa 7:12 3-1 GdIGd 5-IGd G-IGd 9 12 3- 1 Gd 4- 1 Gd 5-IGd 12:12 3-IGdIGd 3-IGd 4-IGd ROOF SPAN C II ING LAP5 OVER PARTITION(FACE-NAILED) 12 ET. 20 FT. 28 FT 3G FT EACH LAP (F'+ TER —@12 O CJRAFTER SLOPE: 3 12 4-1 Gd G- I Gd 8- 1 Gd 8- 1 Gd 4.12 3-1 G115-1 Gd G-IGO G-IGd 5:12 3-IGCI 4-IGd 5-IGd 5-1Gd 712 3-16d 3-IG6 4-IGd 4-Icid _ 912 3-IGd 31 Gd 3-1 Gd 3-1 Ga 12 12 3-1 Ga 31 Gd 3-1Ga 3-1 Gd ROOF SPAN C'II ING LAP5 OVER PARTITION (FACE -NAILED) 12 FT. 20 FT. 26 FT. 3G FT. EACH LAP -LEE @ 1 6"O C )RAFTER SLOPE 3: 1 2 5-1 Gd 8-IGd -IGd 4-IGd 4:12 4-1 Gd G-IGd 8-IGd II -IGd - 5 12 3-1 Gd 5-1G67-1Ga9-16d 7:12 3-IGd 4-16d 5-IG6 G-IGd 9 12 3-IGd 3-1 Gd 4-IGd 5-IGd 12:12 3-IGd 3-IGd 3-1 Gd 416,1 ! DLLAR TIE TO RAFTER(FACE-NAILED) NUMBER OF COMMON NAILS IN EACH END OF 1 114" 20 GAGE STRAP ROOF SPAN 24 FT. 28 FT. 32 FT 3G FT 12 FT. 16 FTN4-8,� (I ,, l'rTEP. @ 1 2"O.C.)KAFTER SLOPE: 3 12 4-8d 5-8d 7-86 5-8d - - 4:12 3-8d 4E5 5-8d 6-8d 7-8d 8-8d 5.12 2-8d 3-8,1 4-8d 5-8d 5-8d G -8d G:12 2-8d 3-8d 4-8d 4-8d 5-8d 6-8d 7:12 -12.12 2-8d 3-8d 4-8d 4-8d 5-8d 5-8d l ('QLLAR I LEN A COLLAR TIE 15 U5ED IN LIEU OF A RIDGE STRAP, THE NUMBER OF I Od NAILS REQUIRED IN EACH END OF THE TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. 'p OLLAR TIE TO RAFTER(FACE-NAILED) NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGE 5TRAP ROOF SPAN 12 FT.16 FT. 20 FT 24 FT. 28 FT. 32 FT. 36 FT. (ITFTER @ 16"0 C.)RAFTER SLOPE 3:12 5-8d 7-8d 8-8d 9-8d 4:12 4-8d 5-8d 7-Bd G -8d 8-8d 9-8d II -8d 5:12 3-8d 4-8d 5-8,1 5-8d 6-86 1 7-1 1 8-8d G:12 3-8d 4-8d 4-861 5-8d 5-861 G -8d 6-8d 7 1 2 -1 2 12 3-86 4-8d 4-8d 5-8d 5-8d I G -AN I 6-811 ' I j'1EN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF Od NAIL5 REQUIRED IN EACH END OF THE _ILLAK TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8,1 NAILS REQUIRED IN STEEL STRAP 'POCKING TO RAFTER(TOE-N ED) 2-8d EACH END F'IM BOARD TO RAFTER(END-NAILED) 2-1GLIEACH END WALL FRAMING 1 OP PLATE TO TOP PLATE FACE -NAILED 2-1 6d PER FOOT ,-)F PI AIE5 AT NTFR9FCTlCLIOfLCE-NAII `D) 4-1 Ca JOINTS- L821 51DE '; TUD TO 51 UD(FACE-NAILED) 11 IEADER TO HEADEK(PACE-NAILED) 2-1 Gd 24" O.0 I Gd I G" O C ALONG EDGES i OP OR BOTTOM PLAT TO 5TUD(END-NAILED) 2- 16d PER 2"X4" STUD 3-1 Gd PER 2"XG" STUD 4-1 Gd PER 2"X8" STUD MOTTOM PLATE TO FLOOR J015T BAND JOIST 2- 6d PER FOOT FLOOR FRAMING " IOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST "RIDGING TO JOIST(TOE-NAILED) 2-8d EACH END OLOCNNG TO JOIST(FOE-NAILED) 2-8d EACH END I'ILOCKING TO SILL OR TOP PIATE(fOE-NAILED) 3-1 Gd EACH BLOCK ` EDGER STRIP TO BEAM(FACE-NAILED) 3- 1 Gd EACH JOIST I0I5T TO LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST BAND JOIST TO J0I5T(END-NAILED)3- 1 Gcl PER JOIST RAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd 1 PER FOOT ROOF SHEATHING iTRUCTURAL PANELS PANEL EDGE'S INI POCTS TE �:OOF RAFTERS @ 12"O. C. INTERIOR ZONE 8d 6" 12" 4 FT. EDGE ZONE 811 6" 12" _ IOOF RAFTERS @ I G"O.C. INTERIOR ZONE 8d G" 1 2" 4 FT. EDGE ZONE 8d 6" 6° CEILING SHEATHING �I7,YP5UM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD WALL SHEATHING ,TRUCTURAL PANELS PANELEDGES INTERMEDIATE SUPPORTS ',TUD STAGING @I2"O.0 INTERIOR ZONE 8d 6" 12" 4 FT EDGE ZONE 8d G" 2" ',TUD SPACING @ I G"O.C. INTERIOR ZONE 8d G" 1211 4 ET. EDGE ZONE 86 6" 12" I;YPSUM WALLBOARD 5d COOLERS 7" 10 PARTICLEBOARD PANELS 8d SEE MANUFACTURER FLOOR SHEATHING �iTRUCTURAL PANELS PANEL EDGES (SUPPORTS TE !I_I"OPRLE55 I8d 6" 12" GREATER THAN I" I I c\ ------ \\ O v I 0 GABLE ROOF I ROOF SHEATHING FASTENING SCHEDULE REGION NAILS PANEL LOCAT OtJ') ROOF FASTENING ZONE 1 2 3 HIGH WING UPLIFT 8d COMMOMN PANEL EDGES PANEL FIELD 6 6 4 °) 6 6 6 (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING GABLE END WALLS (b) USE Ed RING -SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS GREATER THAN 25' N I ING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G INCHES ON CENTER AT THE PANEL EDGE IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE P I;_L EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR 5TRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH A5 SHEAR P P I ES SHALL BE U5ED TO MAINTAIN THE LOAD PATH 2 6TH -N WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I- I Gd NAIL PER FOOT O Y- _ (INCLUDING 12" OVERHANG) CHART ON SHEET CRAWLSPACE NOTE THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS FROM THE AMERICAN FOREST AND PAPER COMPANXWAS UTILIZED IN THE DESIGN OF THIS STRU^T11 E �� 1995 HUGH WIND EDITI WALL NAILING SHEATHING PATTERN 1. SHEATHING TO BE INSTALLED WITH 8d NAILS 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS 3. SPACE NAILS AT 6" O.C. AT PLYWOOD EDGES 4. SPACE NAILS VERTICALLY IN PLYWOOD FEILD. 16d NAILS AT 24"O.C. GYPSUM WALLBOARD (SEE THE NOTES FOR FASTENING REQUIREMENTS) Bid NAILS AT 6' O.C.ON ALL 1/2' PLYWOOD SHEATHNG PANEL EDGES Bd NAIL AT 12'O.C. ON ALL FRAMING MEMBERS NOT AT PANELS EDGES TYPICAL WALL OUTSIDE CORNER DETAIL (INSIDE' CORNER SIMILAR) RAFTER TIE DETAIL Simpson 'Strong® -Tie H2.SA INSTALL TIES EACH RAFTER TO PLATES AND PLATES TO EACH STUD (USE 5-8d @ EACH END) WALL F APING DETAIL Simpson rong- le A30 and H6 INSTALL STRAPING @ 16"O.C. (ON LSTA:'A USE 5-8d @STUD AND® FL. JST.) (ON H6 U:,E 8-8d @ EACH END) (NOTE: '!;TRAPS CAN BE INTALLED OVER SHEATHING) Simpson Strong—Tie H2.5A (USE 5-8d @ EACH END) HIP RAFTER TIE DETAIL Simpson Strong Tie HCP2 INSTALL TIES 0 EACH HIP RAFTER TO (PLATES (USE 6-10,1 0 RAFTER AND 6-10,1 0 PLATES) 12-1Bd RAFTER TO RIDGE TIE Simpson Strong -Te H2 5A IN TIES ® EACH RAF (USE 5-8d @EACH END) Jse every Either nail hole in o row tai provide the code-requlrLd minimum center-to-q;enter spacing fol nails FLOOR JOIST Provide mllimum e end distanrin Equal numl7er of specified nails in each enli WALL STRAPING DETAIL Impson rong- le A30 INSTALL STRAPING @ 16"0. C. (USE 5-8d PER STUD) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) HIT 122 n Strongly, Tie (USE 32-16d NAII:fII LSTA15 (USE 12-10d NAI (CAN BE INSTALL OVER SHEATHINI Simpson Strong -Tie INSTALL TIES @ EACH RAFTER (USE 5-8d @EACH END) Eel INSTALL CROSS BRIDGING MIN. 8'-0" O.C. Simpson Strong -Tie NB (USE 2-10d EACH END) IRS INSTALL SOLID BLOCKING MIN. 8'-0" O.C. FLOOR JOIST BRIDGING OPTION A OR B —Simpson Strong -Tie LSTA 12 (USE 5-10d PER STUD AND AT RIM JOIST) (l Simpson Strong—Tie LTP4 (USE 12-13d PER TIE) 5/8 AI'd HOR BOLT 4 (NOTE: STRAFING CAN BE INSTALLED OVER SHEATHING) � � I WALL HOLDOWN ANCHORS SIDE WALL TO SILL PLATES WALL TUNDATION SLAB CORNER STUDS SHEAR WALLS: ALL EXIERIOR WALLS IN O FO H2.5A @16"O.C. AND OUTSIDE CORNERS AND ALL HEADEI: ACKS WITHIN 2'-0" LSTA12 AND LTP4 PLACED 516"O.C. FROM INSIDE AND OUTSIDE CORNERS i SINGLE PORTpl LSTA STRAP (IN AT BEAM TO P 8' MIN. 18'6• MAX. (3)-LTP4 AT SUPF POST TO STRONG - POST HEADER SUPPORT PI (DESIGN BY OTHERS) GOLUMN BASE (DESIGN BY 0TH DRAG TE ACROSS REAM SPLICE I SPLICE (DESIGN BY OTTERS) I DOUBLE PORTAL SY51EM -� `I HEADER (SEE PIAN) / n 16'4• MAX .l ffI' SINGLE AND DOUBLE PORTAL ASSEMBLY Simpson Strong -Tie (MAY NOT APPLY) . n• .o o Siff pson Strong -Tie PC (USE 14-16d NAILS) 0 e' SYIXIuu so[rnvEn Simpson Strong ABU 44 (USE 12-16d NAILS) J(IECK DETAILS: CONTRACTOR TO PICK OUT APPROPRIATE MODEL NUMBER SINCE FIELD CONDITIONS MAY CHANGE RAILRUI , v POS( Sim sq St rru Tie DRT� `�SE UI`V8 GALV.SCEWS) )DIST Simpson Strong -Tie DBT1 (USE 1-10d GALV. NAIL). d MP /----MAX. 6 FROM EACH CORNER 6./ TO PROVIDE MAX. 12" SPACING q AX, 6" FROM ENDS OF TOP SILL PLATE ANCHOR BOLT SPACING CHART STEEL WASHER Typical Anchor Balt Detall MAX. SPACING SILL PLATE TO FOUNDATION (CRAWLSPACE OR BASEMENT) 1 STORY ROOF UNDER 7 12 PITC 72 ROOF OVER 7/12 PITCH 36" p STORY ROOF UNULK 1/1 PITCH 36 OOF OVER 7/12 PITCH 23" ALL BIPLATE TO FOUNDATION SLAB ON GRADE 1-2 STOR R00 C 51 ROOF OVER 7/12 PITCH 51' NOTE: REFER ONLY TO THOSE DETAILS THAT APPLY TO THIS PROJECT. OWNERSHIP AND U5E OF DOCUMENTATION DRAWINGS AND 5PECYR ATION5. AS INSTRUMENTS OF PROFC55IONAL SERVICE, ARE AND SHALL REMAIN THE PROPOERtt OF THE ARCHITECT THESE DOCUMENTS ARE NOT TO BE USED IN All OR IN PART, FOR ANY OTHER PROJECTS OR PURPOSE TO MODIFY OR COPY THESE ORAMITG5 AND SPECIFICATIONS WITHOUT ENPP.E55 AR TEN PERMISSION OF LOUISE A AGNES ARCHI=15 PROHOTED BY FEDERAL WAAN55TRICT Ex15T Foe SUCH VIOLATIONS. C) 0- v)= CD W Q _ i d H- �M W 0a Of 0 v= cJ J J baa U LL j Z (/) J W J Z Pz 3 F J z 59 z N �z:Zz oO 2 62'-0" 0A. 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ARCHITECT 162 Laurel Avenue NORTHPORT, NEW YORK 11768 (516) 764,2960 Fax: (516) 261-9065 1----- - — r--- — I 1 o 1 _ I M OF WU MM Qu ---------------- !I 1 I I 8 , � ,, i � '� YD 12:_O: � 13:.g1: ^ •:I _ lkf „1 d .I $� • ' _ 7 11 Fal I l T i l• PRo 2 30 I a I+ r - � O fuN I ° .Ilio Ic_-'-- -- - t m. 4r r , :�II'1k"6 alb, I - _ . s,,, 1 -I 1' . �, LfhCA,la62 W' I• 'I IJ I oA.I (V HM Zv" Q 1 I r 1Y d A^ 01 y/811 fymII 1 � Ti ^ I 1 �---� I I w oN aa (mm. I I 'I [-+;' . A 1p () 1� -!x, ^IG'0 I 5' 0"AWAYfWM � v 0-�+ I I FUWa <iMiV . Er":-, , ro� � , Gr(,1ti.'�� STOCK OII/.fi1NO FOAM HO 1014 I I � � & `XPAG1)) .., - -� • '��' �'d( .- '7 J - -. �'; h Ire hr�' •� All ?Xil i. I r.' ��s _ 1 , r`+• i 1�4-7 O\ .,\ n + " - - M� i'4�I Lo A•FG ClYfa 1 I - - ----� I I Y11 F' I �1 241) 7K�4k ° IWO JX UXCAMP A1,7fY.K7G. RIbW/ bK6 Ii -C LVF A95HOM6 MU.VAMPAW M p650. 5 -1 1 -- ---- $�7111CK ff. 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Xu!fTER'{SER' a Awn vawa� �,wh y DORMER j �,J'-; all, 2 Fw1E r y � � I � I �e:1 'F�W� IS ��otc �>:.cv, d. I� • 4l� G( y4 = �° vu INSECT .;GReEsx1 �T`rP ,oPCn 2.ocaTloNs� P'1CzfTlp LVJ loo vri El ,,, TW 3oyd Tw-°o4l0 � Yy { L. ti v a MY 1o/ DATE _ 6M 4-_--- 11 Za-+tag Go4;oto FJ L A REVIs10k BY r L�V.An 0 J- �4 Yeas- - _�"L'P LOUISE A. ABNES A.I.A. ARCHITECT 192 Lnurel Avanue NOR IPOW, NBJ YORK 11799 a (516) ✓54--9's•0 s;rs (,4'145j 251.✓;dCS�_ GENERAL CONSTRUCTION NOTES 1. All construction shall conform to the Residential Code of New York State - effective January 2003, and all Local Building and Zoning Codes and the New York State Energy Conservation Construction Code. ALL CODES Shall supercede the drawings and shall be incorporated into the drawings WHETHER they are indicated on the Plans or NOT. 2. The reference Standard that was utilized in the Design of the the structure is the AMERICAN FOREST & PAPER ASSOCIATION Wood Frame Construction Manual for one and two family dwellings 1995 High Wind edition. (800-890-7732) THIS MANUAL shall be incorporated into the drawings WHETHER they are indicated on the plans or NOT. 3. Written Dimensions take precedence over scaled dimensions 4. The contractor prior to the start of construction shall verify all dimensions, existing or new and be responsible for field fit. 5. All Footings shall bear on Virgin, undisturbed soil with a minimum bearing capacity of 1 -TON per square Foot. 6. Poured in Place concrete shall have an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, garage slabs and steps shall be 3500 psi. All work shall be in accordance with Chapter 4 of the Residential Code of New York State. All Concrete shall conform to the latest ACI standards. 7. ALL Joists, Girders, Posts, ALL exposed wood shall be .40 ACO Treated Southern Yellow Pine No 2 or Better. 8. ALL Deck surface material shall be Cedar, trex or any approved finish material. 9. COPPER Flashing shall be installed were concrete abuts wood, and were decks abut house framing. 10. Install joist hangers at all Flush structural load bearing conditions. ALL Metal Hangers, Structural connectors, Tecos, ETC shall be Hot Dipped Galvanized ASTM A 135 class D OR Stainless Steel. s 6x6 ACQf Galv, Post L 12" DIE, Conc Pier, 2'-0" to grade ri lmul DESIGN LOAD INFORMATION A. Ground Snow Load: 45 psf B. Decks & Exterior Balconies: LL = 60psf, DL = 10psf C. Guardrails and Handrails: LL = 200psf D. Seismic Design category: C E. 3 -second design gust wind speed of 120 mph CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SIESMIC WEATHERING FROST TERMITE WINTER ICE SHIELD FLOOD HAZARD SNOW SPEED DESIGN BUILT UP CORNER 5TUD5 LINE 24" ON CENTER DESIGN UNDERLAYMENT kK LOAD (MPH) 1 CATAGORY FLOOR FRAMING DEPTH O TEMP REQUIRED EACH JOIST 45 Las 120 C SEVERE 3'-0" MODERATE H DEGREES YES na TABLE R301.2(1) NEW YORK STATE CODE Nailing Schedule for Lateral and Shear DESCRIPTION NUMBER OF COMMON NAILS 120(MPH) NAIL SPACING OF END JOISTS, FACE NAILED IN LAPPED AREA Z CONTINUOUS HEADER TO STUD (TOE NAILED) 4-0D CONTINUOUS HEADER TO STUD (TWO PIECES) I&d 16" a.c, along each edge BUILT UP CORNER 5TUD5 IOd 24" ON CENTER BUILT UP GIRDERS AND BEAMS, 2 -INCH LUMBER LAYERS IOd kK NAIL EACH LATER AT 23-INCHE5 ON CENTER AT TOP AND BOTTOM AND STAGGER NAILS. 2-NAIL5 AT EACH END AND AT EACH SPLICE High PVC Railing FLOOR FRAMING - O JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4 -Bp EACH JOIST BRIDGING TO JOISTS (TOE NAILED) 2 -OD EACH END BLOCKING TO JOISTS ROE NAILED) YBD EACH END BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-160 EACH BLOCK LEDGER TO STRIP BEAM (FACE NAILED) 3HI p EACH JOIST JOIST ON LEDGER TO BEAM lENO NAILED) 3 -am EACH JOIST BAND J015T TO J016T (END NAILED) 3-16D EACH JOIST BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) I 2 -ISD NOTE PER FOOT �' nil 2R1_nu DECK FRAMING PLAN SCALE: 1/411 = 1 1 —0 11 I Cl Z W High PVC Railing - O r/42" 4" end Posts Q W N ~ 2x2 uprites Q 0)z O 2x4 top and O tu u a . v_ bottom rails O X m IA Teco at each rafters 13 f 2x12 ledger lag bolted I fill all nail holes O IF to framing at N�33 I Iri -v 24" oc staggered _ i Z taco Bah deck joist I O I 20 Gage gals. n' I Strap through Column. with 4-8d nails III secured to framing - Io` I at each end I 1 I 1 I I N I 1 DECKING I 8" Permacast Q Porch Post 1 1 TYPICAL 1 1 I O FLOOR SYSTEM I 1 1 1 1 1 I 1 1 1 1 1 1 1 I I I 1 1 •.•• PERMACAST/ COLUMNS O 2X DECK JOISTS -see plan 2 x ACo Treated Nailer Board Teco each lone aize larger than JolaU 121-011 joist to girder Lag Bolted to framing with 1/2" diameter HOT DIPPED galvanizad bolts at 24" O.C. staggerad. Nail each Joot 11 Simpson BCS Post Cap to Nailer with HOT DIPPED 11 or Equal at each post GALV. Jolata Hangera l at each Jolat, 6x6 POST tu Q Simpson Galvanized post to Concrete Z O TYPICAL STRAPPING FOR connectorABU66 PORCH/DECK CONSTT IUCTION or equal CD U tul — Lu nth 12" Dia. Concrete 0 Z Pier, Minimum 36" N Z Z DETAIL FOR STRAPPING PURPI':,)SES ONLY, REFER TO Below Grade 0 PLANS FOR ACTUAL CONSTRL,: CONSTRUCiMIONTOF THE�DREAMLA OF BUILDERSS OR GENERAL Contractor shall check & verify all conditions at the site prior to starting of work and he shall familiarize himself with the intent of theseplans and make work agree with the some. 2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any work. If contractor or owner does not receive a permit prior to start of construction the Architect holds no responsibility in correct code compliance nor dissimilar interpretation of codes by the town plans examiners. 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, inspection approvals, etc. for work performed from agencies having jurisdiction thereof. 4. All work shall conform to the Residentual Code Of New York State 2002 Building Code, State Energy Conservation Code and all rules and regulations of Town of Southold. e with that as indicated on a condition exists which disagrees 5. If in the course of construction re 9 act, shall stop work inconsistencies on the Ions the contractor these Ions or if there are an and notify the architect. Should he fail to follow this procedure and continue with the work, s o ib'1 and liabilityarisingtherefrom. he shall assume all re ns Ih n 6. Architect has made various assumptions thaonly on be verified in the field after partial demo has taken place. If assumption is correct continue with work. If assumpption is incorrect slop work and notify Architect immediatelyy. In most cases assumptions can be verified prior to start of work with test hales, if this can be done -it is expected to be done prior to start of werk. center ' to these plans; 7. The Architect Desl ne r assumes no res onsibilit for construction on min / 9 P Y 9 P means of construction, methods, techniques, sequences of procedures, or for safety precautions and programs in connection with the work, or has he/she been hired far supervision unless specified. 8. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the fitting to other work; far work to be confirmed and correlated to the site; for information pertaining to the fabrication procedure ar to the means, methods, techniques, sequences and procedures of constructions; and for the coordination of work with all trades. The verification of the physical interrelationships of elements of the we from plans and specifications and in the field is the contractor's sole responsibility. Architect's review of the contractors submissions does not relieve contractor from these responsibilities 9. Architects site plan is only schematic. All information is as indicated on owners survey and shall prevail. 10. Do not scale drawings. Written dimensions supersede scaled dimensions. e 'sections and 11. Architect has not been retained for on site inspections or observation of the construction. / 12. The standard form, A.I.A. Documents No. A-201, of the American Institute of Architects latest edition Articles 1 through 14 inclusive, is herebyy made a part of this specification and the terms there,) binding to the contract agreement to We some extent as if herein written out In full. A copy of this document is available at the office of the architect for examination. 13. Ownerwarrants that contracts to perform the work contemplated b these plans willnot deviate ip any material respect from the general notes herein and tie pertinent drawings and specifications. 14. General: Submit samples, shop drawings, prodducct' t�datta, test reports and data, manufacturers name, certifications, and procedures for all specified items and as requested by Architect. Shop drawings shall conform to the best standards of the construction industry and shall be prepared by and under supervision of competent engineering personnel. 15. Stress graded lumber and timber. a) submit name of supplier and certificate of inspection stating grades of lumber used in fabrication b) Submit name of manufacturer of metal structural timber connectors with printed pproduct catalog. 16. Structural Steel: a) Submit shop drawings for structural steel members shown in the drawings. ION 17. All items removed in the construction shall remain the owners property with the exception of debris which shall be carted off the site and legally disposed of. 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and shrubs) 19. Driveway and base Paving shall be as per town reguluaalions. 20. Contractor shall strip topsoil from front yard, side yards, and to 36 from rear of residence and upon completion of construction, final grade and seed this area for a lawn. 21. Grading around new construction shall slope away from house and blend Into existing. 22. Construction shall (unless directed otherwise by owner) include in his work, removal of existing shrubs and trees within the area of the new addition and transplanting of some to a location selected by owner. 23. Contractor shall stipulate an allowance for landscaping. FOIINDA11014 AND EMING o' pressure of 3000 lbs. SF and shall 24. All footings, to bear op updisturbed sail with a min. allowable s i p / have a minimum of 3-0 of cover. Soil is assumed to be sand/gravel, with a minimum trace of dry clay. 2 9 as 5. Soil tests are required per Section R 401.4. 26. Tap of footings shall be kept below frost lines. Contractor shall verify minimum depths required with local Building officials. 27. All footings to have (2) $5 rebars. 28. Stepped footings where retired shall have a vertical to horizontal ratio of 1:2 and shall not exceed a slope of 30 degrees. Actual location of stepped footings to be located in fed dand are conceptual in nature on foundation plan. 29. The foundation as shown on the construction documents is predicated upon a site with little or no slope 30. All concrete to be 3,000 psi stone concrete 028 days. 31. Provide 15#' felt membrane dampproofng over trowelled on mastic on all poured concrete foundation walls from grade to footing. 32. All concrete block walls shall be filled with mortar and have duro-wall reinforcing every other course and shall be dampproofed edge of footing to underside of sill, and then applying asphaltto pto sill for on top from edge of footing to grade. Apply a top coat of cement purging from p of grade finish. 33. Basement/Crawl space construction: If at any time during excavation, the soil appears to be conductive to water problems, the contractor is to order a soil boring test prior to further excavation to determine the water level and presence of an underground sprint). 34. Upon backfilling foundation, chemically treat soil for termite protection in addition to providing termite shields or womanized sills. 35. Provide 6 mill polyethylene vapor barrier under concrete slab. (omit at garage). 36. If other conditions are encountered or special site conditions prevail the contractor is responsible for having the foundation redesigned and shall notify the architect/designer 37. All wood on concrete shall be A.C.Q. treated. 38. Provide 2x6 A.C.Q. wood sills over the sealer anchor baited to foundation. Anchor bolts shall be 5/8" dia.X 12" long and 12" from comers. Provide 2 bolts per sill piece minimum. 39. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density. 40. Concrete shall not be poureli and masonry shall not be laid when the temperature is 40 degrees or less. Concrete shall not be poured an fro'zennssurfaces. 41. All structural steel to be A-36 is 36,000 psi All shapes & plates shall conform to ASTM A36. 42, Design Values: 53. All lumber shall be Douglas Fir Larch jf2. Desi nvalues shall be that as published in American Forest and Papper Association Wood feame Construction Manual. (WFCM) 1995 Edition, for 1 and 2 story dwellings. (as per R301.2.1.1 Section 1 ) 54. All lumber shall be fastened as per the Wood Frame Construction Manul fastening table 3.1 (as per R602.3(1) 55. Design Loads: Location LL. D.. Deectio 1st Floor 40 psf 15 psf 1 360 2nd Floor 30 psf 15 psf 1/360 Attic- Limited Storage 20 psf 10 psf 1/240 Under 3/12 Attic -Non Storage 10 psf 5 psf 1/240 (must be under 3"/12" slope) Roof < 3/12 * 45 psf ground 7 psf 1/240 Roof > 3/12 * 45 psf ground 7 psf 1/180 Cathedral Ceiling 45 psf ground 15 psf 1/240 c'o o I've loads on certain roof itches See ASCE 7 NOTE: Reduction n f live ( ) p adjusted lumber 875 psi - Dou las FIT construction rade 2 or 56. Design timber stress to be size gg better, modulus of elasticity of 1,600,000 psi Douglas Fr No. 2 and Southern Pins -A No. 2 dense cc t be species and commercial rade. Lumber shall be graded b a shall be considered a ep a 1 p 9 9 y recognized gratin and inspectingg bureau in strict accordance with industry standards and by icagg d 'n the drawln s. Grade markings shall be clean printed on structural members it's use as Ind to I g g y and whereossible shall be left visible. 57. Double Joists under all partitions parallel to same and around all openings 58. V 4 croLam LVL's and " I" Joist's are to be installed in strict accordance with manufactures specifications.Microlam LVCs and " joist's to be by Trus Joist Silent Floor System. No substitution is allowed without written consent of Architect prior to construction. 59. Builder is to procure a placement plan from "I " Joist manufacturer. (Trus Joist, A Weyerhaeuser Business) 60. For 1.9E Microlam LVL: a) A minimum of 3" of bearing at ends, b) 16", 18' and 20" deep beams are to be used in multiple Units only. c) Nailing pattern for assemblyy of multiple units is to be a minimum of (2) rows of 12d nails at 12' o.c., (3) rows of 12d nails at 12" D.E. for le, 16", 18" and 20" beams. d) Assume Fb = 2,600 psi, E - 1,900,000 psi. 61. For "I " joist's: o� A minimum of 2" of bearing at ends, b Lateral support is required at bearing points. 62. All headers to be (2) 2"X10" unless otherwise noted. 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood Association Standards: a Flooring - 3/4" thick - interior (b -d) b Roof and sidewall sheeting - 1/2 inch exterior (c -d) 64. On all cat edral ceilings and around all skylights, notch hales as allowed b99 New York State Cade for proper thou venting of batt insulation to allow for clear venting from soffit vents through to the roof venting system used. 65. Provide fire stopping in floors, walls and other framed compositions as requied by the Nwe York State 2002 Building Code and any local codes having jurisdiction. YANDOlYS &DOORS 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically weatherstripped, including an aluminum saddle. 67. Where existing walls are to be removed or new openings are called for in existing walls, prior to removal of existing walls, ceiling beams, roof rafters, act., contractor shall brace existing until new header as specified is installed. 68. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall be provided with double glazed insulating glass and fiberglass screening. 69. Anderson windows have In 15% return charge on standard windows (in stock) and will not accept returns on special orders. Contractors/owners to verify that window sizes shown on their plans are correct prior to ordering windows. Return charges / no returns allowed are the responsibility of the contractor. 70. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be field determined upon completion of framing. 71. All entrance IT, to have storm door or certified U value of .40 or Mess. 72. All interior doors to be 1-3/8" hollow core luan veneered with appropriate hardware. (Owner is to select all doors and all hardware) 73. Window manufacturer as noted. Provide at least one egress window (24" clear height ocening and 20" clear width opening min. 5.7 sq. ft. (or 5 sq. ft. on grade level with sill within 44 to grade. 74. Glass in sidelites, showers, sliding glass doors (or equal) and in interior/exterior partitions 18" or less above the floor and as per Section R308.4 (Hazardous Locations) shall be tempered safety glass with marking labels as per Section 308.1 FINISHES 75. All finishes shall be selected by owner. 76. All drywall shall be U.S.G. National GypsumCo. 1/2" thick, taped and speckled 3 coats. 77. All Wallboard shall be primed and painted where exposed using best quality factory mixed paints min. 1 coat primer & 2 coats finish or more as required. 78. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior staining, counter tops, vanities and kitchen cabinets.) 79. Contractor shall stipulate an allowance for interior and exterior lighting fixtures, kitchen cabinets, cabinets, countertops and vanities. 80. Carpeting shall be furnished and installed at owners expense. 81. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to retain its natural color. 82. Kitchen flooring shall be linoleum with a 4' high complimenting vin yi base.( Verify with owner) 83. Bathroom flooring shall be mosaic tile on mortar bed with glazed Ede base. Walls around tub and showers shall receive glazed tile to 6'-0" above finished floor andl shall be set with mastic. All tile shall be American Olean or equal. 84. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder, towel rack, shower rack, shower curtain rods and clothes hooks as selected by owner. 85. All plumbin fixtures shall be American Standard or equal with Moen faucets for sinks and lavatories (verify with owner). 86. All appliances shall be furnished by the contractor and shall be G.E. or approved equal. 87. Provide access to attic area by means of a 2418" removable panel in closet ceiling or pull down stairs (verify with owner). RGOFlNG & fAIT1QtS 88. All metal flashing where called for on plans shall be aluminum. 89. Roofing shall be 240#/square asphalt shingles over 15# felt. 90. Install leaders,gutters, and drywells as required for proper runoff collection and distribution and as required to meet stale and local codes. PLUMBING & HVAC 91. All plumbing shall be in strict conformance with the New York State 2000 IBC. 92. Install new oil fired hot water system to provide a separate zone with thermostat and controls for the new addition. All piping shall The insulated and run I T Rd' lb bd 1 t 611b f a A.S.T.M. A-36 steel/Fy-- 36 ksi b; Bending stress = Fb= .66Fy = 24 ksi concealed In the floors, was, an /or celing. a an ase on eemen s s a e a sufficient length in each room for maintaining a 68 degree Fahrenheit interior temperature for compact sections (W & S shapes) at 0 degree exterior temperature with a 15 mph wind velocity at 316" above finished floor, c) Bending stress = Fla = .6OFy = 22 ksi 24" away from exterior walls. for non-com act sections. d) Sheer stress (fv) 93. Sanitary dispposal system shall be County Health Department approved for design and installation. e) Modulus of elasticity = 29,000 ksi be 1000 gal / min. septic tank and 300 sf wall area Leaching pool or as required 43. Steel lintel schedule: by County Health Department. U to 3'-6": 3.5%3.5x5 16" BLK-------BLOCK 3P6" to 8'-0": 5"x3.5"x3"/8"� over 8'-0": 6`0.5%1/294. 50 cfm intermltent bathroom ventilation, or 25 efm continuous. 44. Wood shimming is strictly prohibited. Use steel and/or non shrinkggrout only. 45. All reinforcing rods shall be deformed of intermediate grade new fillet steel conforming to A.S.T.M. 95. 10 ft. candles of light at all landings, treads interior and exterior staiirs. 96. Install as er owners direction an and all intercom, telephone and/or TV antenna wiring in walls pp y so n concealed in walls floors to All temperature control wiring shall al ru c specification A-615 rade 60. P 9 pri r shgetrocking. , ceilings. an8 or c Ihn / 9 46. Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B. 47. All wolfs are conform to A.S.T.M. A-325. 97, Electrical work to be Board of Fire Underwriter approved. detecting device indicated (Ad 102.3) l 48. All wood/steel hitch plates shall through belted with 5post galvanized steel bolts ®16" o.pl 3/8" thick bearing 98. Furnish and install a sin le station smoke alarm where on plan. Device shall conform to action R317.1 of the New York State Building Code. ll steel plate staggered. Such flitch plates shall be supported on solid posts with fastened to the top of the post. See construction documents for the size of the post. Insure that 99. Carbon Monoxide detector sensor shall be provided on each floor including cellar and shall be hard wired. applied loads are transformed to all load carrytn component pats. All steel plates shall be the g same depth as that of adjacent wood members less 1/4 (1/8 at tap; 1/8" at bottomj. A307. e ate sleeping area in each 100. Smoke detecting alarm devices shall be provided outside each s par p g , sleeping space and on each floor level to be hardwired. 49. Connection Materials (bolts, nuts, washers nails, screws and the like) shall conform to ASTM CONIC ------CONCRETE Nails shall be hot -dipped galvanized in accordance with ASTM A153. 101. All electrical work to conform to the "National Electrical Code" and any applicable local codes, 50. Manufactured Metal Structural Timber Connectors shall be as manufactured by Teco Chevy Chase, Maryland and shall be approved by the "National Board of Fire Underwriters". Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized 102. Electrical and H.V.A.C. systems shall by designed by others, unless otherwise noted. joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 14 gauge. 103. Contractor is to verify prior to contract signing all electrical fixtures„ outlets, and switch location 51. Structural Steel: a) All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders as well as type and manufacturers. 104. Service shall be 200 amp service with pushmatic type ponelboards oras specified by owner. b) Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel Structures Painting Council and shall be painted with shop primer 2.0 to 4.0 dry film thickness. fastened po the framing 1/4 clip angles 104. NOTE TO SUBCONTRACTORS: Do not notch or cut holes into joists greater than that allowed C) Structural steel supporting wood framing shall be wood with intervals not to exceed 4-01 a) Notching: Maximum 1/6 depth within 1/4 of sppan (not allowed within middle half of span.) at 52. Paint for structural steel: b) Bored Floles: Maximum 2 1/2'0 no less than 2" from top or bottom of joist. Also, in no case are notches to be placed in both edges if the near sides of such notches are closer than 12" Shop primer. Tnemec 10-99, Tnemec Company or other accepted by Architect horizontally, nor are the near sides of notches and bared holes to be placed closer then 12" R--- - - ----RISER horizontally, nor are bored holes to be placed near both the top and bottom edges if the REF .----- REFRIGERATOREA------ -_ _ i a _- .-1 , 4A_.. ,O" L..d- AA11. I LIST OF ABBREVIATIONS AFF -------ABOVE FIN FLOOR MAS -------MASONRY ALUM ------ALUMINUM MAR ------MATERIAL APPD------APPROVED MAX -------MAXIMUM APPROX----APPROXIMATE MECH------MECHANICAL BD --------BOARD MFG -------MANFACTURER BBD-------BUREAU/BLDG DESIGN MIN -------MINIMUM BLK-------BLOCK MISC------MISCELLINEOUS BR --------BRICK MO -----MASONRY CPENING BSNT------BASEMENT MTL-------METAL CEM -------CEMENT (N) --------NEW CER.T.-----CERAMIC TILE NIC -----NOT IN Coil TRACT CL --------CLOSET NO --------NUMBER CLG-------CEILING N.T.S.------NOT TO SCALE COL -------COLUMN OF --------OFFICE CONIC ------CONCRETE OD -----OUTSIDE DIAMETER CONIC BL ----CONCRETE BLOCK OPNG------OPENING CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR FOC DEMO------DEMOLITION PLMB------PLUMBING DEPT ------DEPARTMENT PLYWD-----PLYWOOD DET -------DETAIL PERFAB----PREFABRICATED DIA -------ER..OR 0 PREFlN----PREFINISH ED DN--------DOWNOOWN PRELIM ------PROPRELIMINARY DR --------DOOR -- PROV'D-- --PROVIDED DWG-------DRAWING R--- - - ----RISER -------EXISTING REF .----- REFRIGERATOREA------ --EACH ROMP -----REINFORCING EL--____ --ELEVATION RENOV-----REON ELEC------ELECTRIC RET -------RETURN ENCL------ENCLOSED REV -------REVISE EO________EQUAL RM________ROOM EQUIP -----EQUIPMENT SCHED-----SCHEDULE EWC - - - - - - - ELEC WATER COOLER SEC -------SECTION EXH-------EXHAUST SH --------SHOWER FIN -------FINISHED SPEC ------SPECIFICATION FIXT------FIXTURE STL-------STEEL FT --------FOOT STD -------STANDARD GA --------GAUGE STOR------STORAGIE GALV------GALVANIZED SURF ------SURFACE GEN -------GENERAL SUSP------SUSPENDED GL --------GLASS SYS -------SYSTEM GLZD------GLAZING TFW--TOP OF FOUND. WALL GR --------GRADE TEMP ------TEMPORARY GYP -------GYPSUM TO ------TRIMMED CPENING HOL MET ----HOLLOW METAL TR --------TREAD N.P.------HIGH POINT UNPIN -----UNFINISHED ID --------INSIDE DIAMETER UTIL------UTILITY INCL ------INCLUDE VERT ------VERTICAL INSUL------INSULATE VOL -------VOLUME LAM -------LAMINATE V.I.F.----VERIFY IN FEILD LAV -------LAVATORYV.W.O.--VERIFY WITH OWNER II - - __„", .n EENT WD____ -___WOOD KEY TO SYMBOLS NEW WALL RIDGE P.C. PIER (DIAMETER SHOWN ON PLAN 5) SECTION NUMBER SECTII]N SHEET NUMBER OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND 5FEC HCATION5, AS NSTRUMENT5 Or PROFESSIONAL SERVICE. ARE AND SMALL REMAIN TME PROPOERTY OF THE ARCHITECT THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PHRP05E. TO MODIFY OR COPY THESE DRAWING5 AND 5PECIPICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF HOUSE A. ACNES ARCHITECT 15 PROHIBITED BY FEDERAL LAW AN5 STRICT EXIST FOR SUCH VIOLATIONS SIMPSON STRAP TIE LSTA15 PLACED OVER RAFTER TO RAFTER (NOT REQUIRED IF 2"X4" C.B'S @16"O.0 RAFTER TO RAFTER IS USE @ UPPER 1/3 OF PLATE TO UNDERSIDE OF RIDGE) (USE 12-10d NAILS) SIMPSON STRONG TIE 2.5A - PLACED @ EACH RAFTER (USE 5-8d @EACH END) SECOND FLOOR FLOOR JOISTS (SEE PLANS) - 3/4!' T & G PLYWOOD SUB -FLOOR FINISH AS PER OWNER - G SIMPSQN LSTA30 STRAP PLACED @ MAX. 16' O.C. FROM STUDS TO STUDrAND AT EVERY STUD MIN. 4'-0' OM CORNERS AND AT WINDOW AND EXTERIOR DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHING (USE 5-10d NAILS AT EACH STUD) F1RS„IFLOOR SIMP50N LSTA12 STRAP PLACED @ MIN. 16 0.. FROM STUDS TO RIBEPON„AND AT EVERY STUD MIN. 4-0 FROM CORNERS AND AT WINDOW AND EXTERIOR DOOR JACK STUDS; (USE 5-10d PER STUD SIMPSON LTP4__j, PLACED @MAX. 16"O.C. FROM RIBBON TO (USE 12-8dLLPER TE) 5/8"4X 12" LONG ANCHOR BOLTS - AND MAX. 12" FROM CORNEkS EMBEDDED MIN. 7" INTO CONC. CELLAR NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN ;TRICT ACCORDANCE TO MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT LIMI'E:D TO TERMITE SHETLD, CLIPS, STRAPS,SHINGLES,SIDING,MDOWS.DOORS,INSULATION, ECT. ECT. Ii;T. RESIDENTIAL CODE OF NEW YORK: R301.2.1.2 EXCEPTION: WOOD STRUCTURAL PANELS WITH MINIMUM THICKNESS OF 7/1 G" (1 1 .1 mm) AND MAXIMUM 5PAN OF 8 FEET (2438 m,n) 51 IALL BE PERMITTED FOR OPENING PROTECTION IN ONE -AND -TWO STORY BUILDINIIS. PANELS 511ALL BE PRECUT TO COVER TUE GLAZED OPENINGS WITH ATTR :HMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCO ,DANCE WITH TABLE 8301 2 1 OR SHALL BE DESIGNED TO RESIST TFII COMPONENTS AND CLADDING LOAD5 DETERMINED IN ACCORDANCE Wil H THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE TABLE PRO 2 1 2 WIND BORNE DEBRIS PROTECTION F�5TI` DING SCHEDULE' FOR WOOD STRUCTURAL PANELS a, ""' (f) -MAY VARY PANEL SPAN SD SMOKE DETECTOR o CYYY.O. CABON MONOXIDE DETECTOR SENSOR ¢ PANEL 5P4I F FAN/LIGHT 35 C.F.M. 5 G FOOT YYYY - BEAM A' EVERY 6" _ WOOD 5REW5 16" STL PIPE OVER P.C. FOOTING LO I /� Z ALIGN RIDGE P.C. PIER (DIAMETER SHOWN ON PLAN 5) SECTION NUMBER SECTII]N SHEET NUMBER OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND 5FEC HCATION5, AS NSTRUMENT5 Or PROFESSIONAL SERVICE. ARE AND SMALL REMAIN TME PROPOERTY OF THE ARCHITECT THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECTS OR PHRP05E. TO MODIFY OR COPY THESE DRAWING5 AND 5PECIPICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF HOUSE A. ACNES ARCHITECT 15 PROHIBITED BY FEDERAL LAW AN5 STRICT EXIST FOR SUCH VIOLATIONS SIMPSON STRAP TIE LSTA15 PLACED OVER RAFTER TO RAFTER (NOT REQUIRED IF 2"X4" C.B'S @16"O.0 RAFTER TO RAFTER IS USE @ UPPER 1/3 OF PLATE TO UNDERSIDE OF RIDGE) (USE 12-10d NAILS) SIMPSON STRONG TIE 2.5A - PLACED @ EACH RAFTER (USE 5-8d @EACH END) SECOND FLOOR FLOOR JOISTS (SEE PLANS) - 3/4!' T & G PLYWOOD SUB -FLOOR FINISH AS PER OWNER - G SIMPSQN LSTA30 STRAP PLACED @ MAX. 16' O.C. FROM STUDS TO STUDrAND AT EVERY STUD MIN. 4'-0' OM CORNERS AND AT WINDOW AND EXTERIOR DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHING (USE 5-10d NAILS AT EACH STUD) F1RS„IFLOOR SIMP50N LSTA12 STRAP PLACED @ MIN. 16 0.. FROM STUDS TO RIBEPON„AND AT EVERY STUD MIN. 4-0 FROM CORNERS AND AT WINDOW AND EXTERIOR DOOR JACK STUDS; (USE 5-10d PER STUD SIMPSON LTP4__j, PLACED @MAX. 16"O.C. FROM RIBBON TO (USE 12-8dLLPER TE) 5/8"4X 12" LONG ANCHOR BOLTS - AND MAX. 12" FROM CORNEkS EMBEDDED MIN. 7" INTO CONC. CELLAR NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN ;TRICT ACCORDANCE TO MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT LIMI'E:D TO TERMITE SHETLD, CLIPS, STRAPS,SHINGLES,SIDING,MDOWS.DOORS,INSULATION, ECT. ECT. Ii;T. RESIDENTIAL CODE OF NEW YORK: R301.2.1.2 EXCEPTION: WOOD STRUCTURAL PANELS WITH MINIMUM THICKNESS OF 7/1 G" (1 1 .1 mm) AND MAXIMUM 5PAN OF 8 FEET (2438 m,n) 51 IALL BE PERMITTED FOR OPENING PROTECTION IN ONE -AND -TWO STORY BUILDINIIS. PANELS 511ALL BE PRECUT TO COVER TUE GLAZED OPENINGS WITH ATTR :HMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCO ,DANCE WITH TABLE 8301 2 1 OR SHALL BE DESIGNED TO RESIST TFII COMPONENTS AND CLADDING LOAD5 DETERMINED IN ACCORDANCE Wil H THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE TABLE PRO 2 1 2 WIND BORNE DEBRIS PROTECTION F�5TI` DING SCHEDULE' FOR WOOD STRUCTURAL PANELS a, ""' a. THI5 TABLE 15 BASED ON 110 MPH WIND SPEEDS AND A 2.I -FOOT MEAN ROOF HEIGHT o FASTENERS SHALL BE INSTALLED AT OFF05ING ENDS OF Tr1E WOOD STRUCTURAL PANEL ;. NAILS 511ALL BE 106 OR 12d BOX NAILS. 1. WHERE SCREWS ARE ATTACHED TO MA50NARY/5TUCCO, I I IEY SHALL BE ATTACHED UTILIZING VIBRATION-RE515TANT ANCHORS HAVII IG MINIMUM ULTIMATE WITHDRAWL CAPACITY OF 430 POUNDS 1/2" EXPANSION JOINT FILLER- CON'T (2)-#5 REBARS IN BOTTOM OF FOOTING - 4" THICK POURED CONCRETE SLAB W/ 6x6 10# /10# W.W.M.- 6 MIL. POLYETHYLENE VAPOR BARRIER - 6 COMPACTED POROUS FILL DETAIL # 1 TYPICAL WALL SECTION NO SCALE 0 dT FASTENER SCHEDULE FASTENER TYPE PANEL SPAN 4FOOT GFOOT o 54 FOOT ¢ PANEL 5F NN ¢ PANEL 5P4I TO EACH RAFTER a�w 5 G FOOT 5 8 FOOT 2 1/2" #G A' EVERY 6" _ WOOD 5REW5 16" 12" 5. 2 I/2' #8 - WITH KEY, ON VIRGIN SOIL Z WOOD SKEWS G. I G" 12" a. THI5 TABLE 15 BASED ON 110 MPH WIND SPEEDS AND A 2.I -FOOT MEAN ROOF HEIGHT o FASTENERS SHALL BE INSTALLED AT OFF05ING ENDS OF Tr1E WOOD STRUCTURAL PANEL ;. NAILS 511ALL BE 106 OR 12d BOX NAILS. 1. WHERE SCREWS ARE ATTACHED TO MA50NARY/5TUCCO, I I IEY SHALL BE ATTACHED UTILIZING VIBRATION-RE515TANT ANCHORS HAVII IG MINIMUM ULTIMATE WITHDRAWL CAPACITY OF 430 POUNDS 1/2" EXPANSION JOINT FILLER- CON'T (2)-#5 REBARS IN BOTTOM OF FOOTING - 4" THICK POURED CONCRETE SLAB W/ 6x6 10# /10# W.W.M.- 6 MIL. POLYETHYLENE VAPOR BARRIER - 6 COMPACTED POROUS FILL DETAIL # 1 TYPICAL WALL SECTION NO SCALE 0 dT FIRESTOPPING AS PER CODE FLOOR CONSTRUCTION �v o 3/4" T & G PLYWOOD SUB -FLOOR y� o FINISH AS PER OWNER MN FLOOR JOISTS (SEE PLANS) o ,k oo¢�° R-19 INSULATION N a E31 (2) 2" X 6" SILLS WOLMONIZED ACQ zoo o moa p®� TO EACH RAFTER a�w COATING SIDE UP o FIRESTOPPING AS PER CODE FLOOR CONSTRUCTION �v o 3/4" T & G PLYWOOD SUB -FLOOR y� o FINISH AS PER OWNER MN FLOOR JOISTS (SEE PLANS) o ,k oo¢�° R-19 INSULATION N E31 (2) 2" X 6" SILLS WOLMONIZED ACQ NAIL SHEATHING SILL SEALER o Q ISNJ �I COPPER TERMITE SHIELD WITH PAPER TO EACH RAFTER w N ' z'1 COATING SIDE UP o N A' EVERY 6" - 4I I� = 8" POURED CONCRETE FOUNDATION >_ _ 4" I = 8"X16" POURED CONCRETE FOOTING - WITH KEY, ON VIRGIN SOIL Z �1 CEILING STRUCTION I -III -III- PLYWOOD SHUTTERS REQUIRED < im =III -III -I ON ALL NEW WINDOW, SEE III=III=111_ " 2003RESIDENTIAL CODE R301.2.1.2 240 #ASPHALT OF SHINGLES Z EXCEPTION o 1/2" COX PLY ODD OVER 15LB. FELT PAPER Lx D z UNDISTURBED BEARING SOIL RAFTERS (SEE PLANS) S2 � R-25 INSULATION ¢ N N E �o MIN. 1" SPACE FOR VENTING OF INSULATION Mo CEILING JOISTS (SEE PLANS) 1/2" GYPSUM BOARD Qa H w \ FACIA BOARD AS SELECTED BY OWNER P= o SEAMLESS GUTTER SOFFIT U 2" CONTINUOUS SOFFIT VENT w LLV a v FIRESTOPPING AS PER CODE WALL CONSTRUC11014 1/2" GYPSUM BOARD 7'X4"WOOD STUD 16"O.C. R-15 INSULATION 1/2" CDX PLYWOOD TYVEK VAPOR BARRIER wd 3 1/2" FOAM BOARD( R-7 MIN.) SIDING FIRESTOPPING AS PER CODE FLOOR CONSTRUCTION �v o 3/4" T & G PLYWOOD SUB -FLOOR y� o FINISH AS PER OWNER MN FLOOR JOISTS (SEE PLANS) o ,k oo¢�° R-19 INSULATION N LINE GRADE I E31 (2) 2" X 6" SILLS WOLMONIZED ACQ ado'\(� SILL SEALER o Q ISNJ �I COPPER TERMITE SHIELD WITH PAPER 0 w N ' z'1 COATING SIDE UP o N A z`L`c o 4I I� = 8" POURED CONCRETE FOUNDATION >_ LINE GRADE I m (OF � -h` -EARTH IAWAY I I FROM BUILDINGV) FONDAIOOLSN) 0 FOUNDATION CONSTRUCTION o N III DAMPROOFING OVER o 4I I� = 8" POURED CONCRETE FOUNDATION >_ _ 4" I = 8"X16" POURED CONCRETE FOOTING - WITH KEY, ON VIRGIN SOIL Z I- I I -III -III- PLYWOOD SHUTTERS REQUIRED a im =III -III -I ON ALL NEW WINDOW, SEE III=III=111_ " 2003RESIDENTIAL CODE R301.2.1.2 EXCEPTION z UNDISTURBED BEARING SOIL SHUTTERS OR MISSILE TESTED WIN .)WS FOR 110 MPH. WINDS REQUIRED OWNER'S RESPONSIBILITIES AND DEI ISION NOTE: IF PLYWOOD SHUTTERS ARE 'iIOT INSTALLED PRIOR TO HURRICANE, HOME INSURANCE MA) BE VOIDED, THEREFORE IT IS THE ARCHITECTS SUGGESTION THAT AL[ NEW WINDOWS ARE TO BE "B" MISSILE TESTED FOR 110 MPH. (APPROX. 11110% ADDITIONAL COSTS TO WINDOWS) NAILING SCHEDULE(EXPOSURE "'B-) REGION NAILS ") PANEL LOCATION JOINT DESCRIPTION # OF COMMON NAILS NAIL SPACING ROOF FRAMING 8d COMMOMN PANEL EDGES PANEL FEILD RAFTER TO TOP PLATE OE -NAILED 3-811 4(b) PER RAFTER CEILING JOIST TO TOP PLATE(TOE-NAILED) 6 ROOF RAFTERS P. 12"1 WALL 8-10" NIGHT 3-8d PER JOIST ROOF RAFTERS I G"O.0 WALL A 8-10" NIGHT I 3-811 ROOF SPAN LErA SrEAP (MIN.) j CEILING TO PARALLEL RAFTER(FACE-NAILED 1 2 FT. 20 IT. 28 FT. 36 FT. (RAFTER @ 1 2"C.C.)RAFTER SLOPE: 3:12 4-1611 6- I Gd 8-1 Gd 8-1 Go 4:12 3-1611 5-1611 6-I Gd 6-1611 EACH IAF 5:12 3-1 Gd 4-1 Gd 5-1611 5-16d 7:12 3-1611 3-1611 4-1611 4-1 Gd 9:12 3-IGl 31611 3-1611 3-1611 12:12 3-1611 31611 3-1611 3-1611 11j ROOF SPAN /\ CEILING TO PARALLEL RAFTER FACE -NAILED 12 FT. 20 FT. 28 FT 36 FT. \I (RAFTER @ IES"O.C)RAFTER SLOPE: 3:12 5-IGa 8-1611 II - I Gd 14-1611 4:12 4-1611 6-16d 8-1611 II -1611 EACH LAP 5:12 3-1611 5- 1611 7- 1611 9-1 611 7.12 3-1611 4-1611 5-1Gd 6-1611 9:12 3-1611 3-1 Gd IT Gi 5-1611 12:12 3-1611 3-1611 3-1611 4-1611 ROOF SPAN CEILING LAPS OVER PARTITION(FACE-NAILED) 12 FT, 20 FT. 28 FT. FT. (RARER @ 2"0 C)RAFTER SLOPE: 3:12 4- 1611 6- 611 6-16d 8- 1611 —_—-_36 4:12 3-1611 5-1611 6-166 6-1611 EACH LAP 5:12 3-1611 4-1611 5-1611 5-IGd 7: 12 3-1611 3- I Gd 4-1 Gd 4-1611 9:12 3-1611 31611 3-1611 3-1611 12:12 3-1 Gd 31611 3-16d 3-16d ROOF SPAN CEILING LAPS OVER PARTITION(FACE-NAILED) 12 FT. 20 FT. 28 FT, 36 FT. (RAFTER @ 16"O.C.)RAFTER SLOPE: 3: 1 2 5-1 Gd 8- I Gd I I - 1611 14-1 Gd 4:12 4-1611 6-1611 8-1611 I I-1611 EACH LAP --3- --Gd 5-1611 7-1611 9-1611 5:12 7:12 3-1 Gd 4-1611 5-1611 6-1611 9:12 3-1611 3-16d 4-16d 5-1 Gd 12:12 3-1611 3-16d 3-1 Gd 4-IGd NUMBER OF COMMON NAILS IN EACH END OF 1 1/4`20 GAGE STRAP ROOF SPAN / COLLAR TIE TO RAFTER(FACE-NAILED) 12 FT !G FT. 20 FT. 24 FT. 28 FT 32 Ff. 36 FT (RAFTER @ 1 2"O.C.)RAFTER SLOPE: 3:12 4-8d 5-8d 6-811 7-811 8-811 -- -- 4:12 3-811 4-811 5-Bd 5-8d 6-811 7-811 8-811 5:12 2-811 3-811 4-811 4-8d 5-811 5-811 6-811 6:12 2-811 3-811 3-811 4-8d 4-8d 5711 6-8d 7'12 -12:12 2-811 3-811 3-811 4-811 4-811 5-811 5-811 WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE 5TRAP, THE NUMBER OF I Od NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 811 NAILS REQUIRED IN STEEL STRAP. NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGE STRAP ROOF SPAN COLLAR TIE TO RAFTER(FACE-NAILED) 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. (RAFTER @I 6"O.0 )RAFTER SLOPE: 3:12 5-8d 7-811 8-811 9-811 I I -8d -- - 4:12 4-8d 5-811 7-811 6-811 8-811 9-811 II -811 5:12 3-811 4-811 5-811 5-8d 6-8d 7-811 8-811 6:12 3-8d 4-8d 4-811 5-811 5-811 6-8d 8-811 7:12 -1 2: 1 2 3-811 4-811 4-811 5-811 5-811 6-811 6-811 WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF I Od NAIL5 REQUIRED IN EACH END OF THE COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP BLOCKING TO RA ER O -NAIL D 2-811 EACH END RIM BOARD TO RAFTER END -NAILED) 2- 611 EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE -NAILED 2-1 GO PER FOOT INTS- EACH 212E TUD(FACE-NAILED) STUDO ST 2-1 611 24" O.0 16" O.C. ALONG EDGES HEADER TO HEADER(FACE-NAILED) 1611 PER 2"X4" STUD 2-1611 3-1 611 PER 2"X6" STUD TOP OR BOTTOM PLAT TO STUD(END-NAILED) 4- 1611 PER 2"X8" STUD BOTTOM PLATE TO FLOOR JOIST BAND JOIST 2-1 611 PER FOOT FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST BRIDGING TO J019T(T0E-NAILED) 2-811 EACH END BLOCKING TO JOI5T(TOE-NAILED) 2-5d EACH END BLOCKING TO SILL ORTOP PIATE(TOE-NAILED) 3-1611 EACH BLOCK LEDGER 5TRIP TO BEAM(FACE-NAILED) 3-1 611 EACH JOIST JOIST TO LEDGER TO BEAM(TOE-NAILED) 3-811 PER JOIST BAND JOIST TO JOIST(END-NAILED 3- 611 PER J0I5T BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd' PER FOOT ROOF 511EATHING' - PANELEDGE5 INTERMEDIATE STRUCTURAL PANELS SUPPORTS ROOF RAFTERS @12"O.C. INTERIOR ZONE 811 6" 12" 6" 12` 4 FT, EDGE ZONE 8d ROOF RAFTERS @ 16"O.C, INTERIOR ZONE 8d 6" 12 " 6" 4 FT EDGE ZONE 8d 6" CEILING 5hEAThING GYPSUM WALLBOARD 511 COOLERS 7" EDGE/ 10" FIELD WALL 5hEAThING . PANEL EDGES ISUPPORTSTE STRUCTURAL PANELS STUD SPACING @ 2"O.C, INTERIOR ZONE 8CI 6" 1 2" 4 FT. EDGE ZONE 811 6" 1 2" STUD SPACING @ 16"O C. INTERIOR ZONE 811 6" 2" 4 FT. EDGE ZONE 811 6" 12" GYPSUM WALLBOARD 511 COOLERS 7° O" SEE MANUFACTURER PARTICLEBOARD PANELS 811 FLOOR SHEAThING PANELEDGE5 INTERMEDIA STRUCTURAL PANELS d 6" 1 2" p q:; 1 5 d GREATER THAN I" O / n \ i \\ / \ GABLE ROOF L44" 4 ' I I J _ (INCLUDING 12" QVERHANG) ROOF FASTENING ZONES FOR WIND UPLIFT ROOF SHEATHING FASTENING SCHEDULE REGION NAILS ") PANEL LOCATION ROOF FASTENING ZONE 1 2 3 HIGH WING UPLIFT 8d COMMOMN PANEL EDGES PANEL FEILD 6 6 4(b) 6 6 6 (a) EDGE SPACING ALSO APPUES OVER ROOF FRAMING GABLE END WALLS (6) USE Ed RING -SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS GREATER THAN 25' I NAILING REQUIREMENT5 ARE BASED ON WALL 5HEATNING NAILED G INCHES ON CCNTER AT THE PANEL EDGE. If WALL 5HEATHING 15 NAILED 3 INCHE5 ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 5HALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATE5 SHALL BE USED TO MAINTAIN THE LOAD PATH 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 5HALL BE PERMITTED TO BE REDUCED TO I - 611 NAIL PER FOOT. NOTE THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS FROM THE AMERICAN FOREST AND PAPER COMPANXWAS UTILIZED IN THE DESIGN OF THIS STRU' "" �� 1995 HIGH WIND EDITI ALL NAILING SHEATHING PATTERN 1. SHEATHING TO BE INSTALLED WITH 8d NAILS 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS 3. 'SPACE NAILS AT 6" O.C. AT PLYWOOD EDGES 4. 'SPACE NAILS VERTICALLY IN PLYWOOD FEILD. 16d NAILS AT 2eO.C. GYPSUM WALLBOARD (SEE THE NOTES FOR FASTENING REQUIREMENTS) ad NAILS AT 6' O.C.ON ALL 1/2' PLYWOOD SHEATHNG PANEL EDGES 6d NAIL AT 12'0.C. ON ALL FRAMING MEMBERS NOT AT PANELS EDGES TYPICAL WALL OUTSIDE CORNER DETAIL (INSIDE CORNER SIMILAR) DETAIL Sim oo MR 1, E gg H2.5A IN TIES e EACH RAFTER TO PLATES AND PLATES TO EACH S1UD (USE 5-8d @ EACH END) WALL IS GT TI1td Impson Tong— IeTA3D and HES INSTALL STRAFING @ 16"O.C. '(ON LSTA30 USE 5-8d @STUD AND@ FL. LIST.) ICON H6 USE 8-8d @ EACH END) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) Simpson Strong -Tie H2.5A (USE 5-8d @ EACH END) WALLA FOUNDATION(SLAB) H2.5A 516"O.C. AND RAFTER TO RIDGE 11E Simpson Strong -Tie H2.! INSTALL TIES @ EACH Po TO PLATES (USE 5-8d @EACH END) @ PLATES) every other nail hole a row to provide the le -required minimum der -to -center Icina for nails FLOOR JOIST minimum --__ 8 Equal number of specified nails in each end WAI I STRAFING DETAIL Simpson Strong-lie--LUTA30 INSTALL STRAPING @ 16"O.C. (USE 5-8d PER STUD) (NOTE: STRAPS CAN BE INTALLED OVER SHEI:, HING) 69JgH1 iimp2 n Strong- Tie TT2(USE 32-16d NAII<I 5/8" ANO I DR BOLT WALL HOLDOWN ANCHORS CORNER STUDS/ SHEAR WALLS: ALL EXTERIOR WALLS INSIDE AND OUTSIDE CORNERS AND ALL HEADER JACKS WTHIN 2'-0" FROM INSIDE AND OUTSIDE CORNERS DRAG TE ACROSS BEAM SPLICE (DESIGN BY OFHOS) r ---SINGLE PORTAL SYSTEM ���� ROOF UNDER 7 12 PITCH 72 ROOF OVER 7/12 PITCH 36' 2 STORY ROOF UNDER 7 12PITCH 36 ROOF OVER 7/12 PITCH 2Y DOUBLE PORTAL SYSTEM 1-2 STOR ROOF UNDER 7 12 PITCH 51 ROOF OVER 7/12 PITCH 51' LErA SrEAP (MIN.) j ___ 1 \( AT BEAM TO POST /\ HMO (SEE PIAN) 11j /\ B' MIN. 10'6' MAX. I \I \� 13)-LTP4 AT SUPPORT i Y, 1\ POET TO STRONG WALL 16'4' MAX. POST _ - / HEADERj SUPPORT P.(GrsIGN sr OrNI I/ � ISI"I COLUMN BASE /l I,; „ (DESIGN BY OTHERS) �u ylA D DOUBLE G PORTAL ASSEMBLY Simpson Strong—Tie (MAY NOT APPLY) Simpson Strong -Tie PC (USE 14-16d NAILS) 0 I 2 Simpson Strongg-Te ABU44 USE 12-16d NAILS) CONTRACTOR TO X OUT APPROPRIATE MOA L NUMBER SINCE FIELD CONW'JONS MAY CHANGE RuuNl , POST Sim sgn Stn�I:]'-Te DRTW (USE : ;rye GALV SCEWS) Simpson Strong -Tie DBT1 (USE 1-10d GALV. NAIL). LSTA15 (USE 12-10d NAI (CAN BE INSTALL OVER SHEATHINI Simpson Strong - Tie INSTALL TIES @ EACH RAFTER (USE 5-8d @EACH END) W INSTALL CR( Simpson Str (USE 2-10d BRIDGING MIN. -Tie NB ;H END) z U13i INSTALL SOLID BLOCKING MIN. 8'-0" O.C. FLOOR JOIST BRIDGING OPTION A OR B —Simpson Strong -Tie LSTA 12 (USE 5-10d PER STUD AND AT RIM JOIST) Simpson Strong -Tie LTP4 (USE 12-8d PER TIE) A. (NOTE: STRAFING CAN BE INSTALLED �. OVER SHEATHING) WALL TO SILL PLATES LSTA12 AND LTP4 PLACED @16"O.C. ,—MAX. fiFROM EACH CORNER TO PROVIDE MAX. 12,SPACING P q FROM ENDS SILL PLATE EL WASHER Bolt Detrol MAY CPArINP. SILL PLATE TO FOUNDATION (CRAWLSPACE OR BASEMENT) 1 STORY ROOF UNDER 7 12 PITCH 72 ROOF OVER 7/12 PITCH 36' 2 STORY ROOF UNDER 7 12PITCH 36 ROOF OVER 7/12 PITCH 2Y ALL 807TOM PLATE TO FOUNDATION SLAB ON GRADE 1-2 STOR ROOF UNDER 7 12 PITCH 51 ROOF OVER 7/12 PITCH 51' NOTE: REFER ONLY TO THOSE DETAILS THAT APPLY TO THIS PROJECT. 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