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Home My WebLink About36431-Z o,,%OFgtlr Town of Southold 7/7/2017 P.O.Box 1179 H 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39043 Date: 7/7/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4075 Stillwater Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.4-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/9/2011 pursuant to which Building Permit No. 36431 dated 6/29/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCH TO AN EXISTING ONE FAMIL1Y DWELLING AS APPLIED FOR The certificate is issued to Ward II,Roy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0060 09-19-2012 ELECTRICAL CERTIFICATE NO. 36431 03-20-2012 PLUMBERS CERTIFICATION DATED 10-01-2012 fkobert Ka A th ed Signature �SUFFQc,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36431 Date: 6/29/2011 Permission is hereby granted to: Ward II, Roy 4075 Stillwater Ave Cutchogue, NY 11935 To: Construct an Addition &Alterations to a Single Family Dwelling; 3 Bedrooms, 2 Baths, Play Room, Laundry, Office, Covered Porch, Unfinished Basement, as applied for. At premises located at: 4075 Stillwater Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 137.-1-8.1 Pursuant to application dated 5/9/2011 and approved by the Building Inspector. To expire on 12/28/2012. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,606.40 DEMOLITION $326.20 Total: $1,982.60 B `ilding Inspector 1 Form No.6 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: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,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. � � 77f New Construction: Old or Pre-existing Building: (check one) Location of Property: 'fQ75" 5hW w4&-V A71E 0,,(A'TZ *�4E House No. Street Hamlet Owner or Owners of Property: 90y WA00 I l Suffolk County Tax Map No 1000, Section f�j 77 Block Lot 0• r Subdivision / Filed Map. Lot: Permit No. I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap icant Signature rx �' - SOlfry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.rich ert( -town.southoId.ny.us Southold,NY 11971-0959 ®lyCOW,� BUILDING DEPARTMENT TOWN OF SOUTHOL,D CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Ward Address: 4075 Stillwater Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 36431 Section: Block, Lot. WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Comerford Electric Inc License No: 31512-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS H El Other Equipment: modular house, NY State approval #19-53931, "Signature Building System" 300a underground service, 1-200a&1-100a disconnect, 1-20kw stand by generator with 200a transfer switch Notes Inspector Signature: Date: March 20 2012 81-Cert Electrical Compliance Form.xls From: Robert Hargraves <bob175@o tonline.net>� g P Subject: Southold letter Date: October 1, 2012 4:06:54 PM EDT To: 'Bobby Katz' <djmplumbing@optonline.net> 1 Attachment, 343 KB Please get it back to me as soon as you can • Thank You, Robert Hargraves RH Innovation Inc 631 .943.1632 fax:631 .661 .4914 hftp://www.rhinnovation.com/ http://www.facebook.com/rhinnovation pf SO�lyo� Town Hall Annex Telephone(631)765-1802 54375 Main Road 41 41 Fax(531)765-9502 P.O.Box 1179 G Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLI) -CERTIFICATION Date: Building Pernut No. v Owner: (Please r /(gTU� iPlumber. � l �It1 P (Please print) f,Ca S 11ICe��1" I certify that the solder used in the water supply system contains legs than 2/10 of 1% lead. -(Plumbers S' Sworn to before me this . day of 20_Lt, ' Notary Public, —County CFCJ?fd&m'r.Jl � S��s�� cwnwl 0f SO(/lyo� co TOWN OF SOUTHOLD BUILDINGDEPT. 765-1802 INSPECTION [ O DATION °I ST [ ] ROUGH PLBG. . [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f zo DATE G� ///-INSPECTOR oF souTyo�o cou�y,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [V FRAMING/ 1 PPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR rjf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , ' . ] FOUNDATION IST ROUGH PLOG. FOUNDATION 2ND INSULATION FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE -INSPECTORIZ, OF SOpry� courm,��' 12 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION " [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS C.� DATE l INSPECTOR - Of SOpT�,O --- - - - - _ - -- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '[ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] "ODATION ] INSULATION [ FRAMING/ RAPPING [ ] FINAL FIREPLACE & CH EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ell TA DATE INSPECTOR O��OE SO(/T�° ---- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOU` DATION 1 ST [ ] ROUGH PL13G. ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: c- Vvi c. cav .r �J" Uel- DATE - INSPECTOR rjf Sol], L7\ (p u u ve, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST I ROUGH PLOG. FOUNDATION 2ND ] INSULATION FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) TY� ELECTRICAL (FINAL) REMARKS: DATE INSPECTO OF sopT�,O coUM'l,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ .-ROUGFI PLBG. [ ] F U N 2ND [ ] INSULATION ] FRAMING/ RAPPING [ ] FINAL S ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR rjf so 33 I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION,` [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r O i DATE L/ - �3 r °Z INSPECTOR pF SOpT�°!o J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE v �/ INSPECTOR OF SO(/ryolo TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE /10 ® � INSPECTOR Of SOpjy�lo TOWN OF-SOUTHOLD BUILDING, DEPT. 765-'1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Co!57 e lop DATE /® INSPECTOR /� FAMMA 1 . W- NZ14for -M PLUR 1 J D� lam' MAN � !► INSULATIONDMEPOWIT �. l�" - STATE ENERGY , 1 _ �� - - . i. \ 1py MR FA AMA C7IJIJIFPC 31 ,. -' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST B U161!NG DEPARTMENT Do you have or need the following,before applying? TOWN HALI ` Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 3 �3Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.0 Trustees Flood Permit Examined ,20IL Storm-Water Assessment Form Contact: Approved d�-�-�,20� Mail to: Disapproved a/c p Phone: Expiration O 20��— , U E Building Inspector D ICATION FOR BUILDING PERMIT FEB 2 4 2010 Date 2/"Z `/ , 20 _0 INSTRUCTIONS BLDG.DEP1. a. his applijdWJJF glV9QL ly filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla of plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) V C o L /.,,/ S'i-4 i0wJ (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ,\ d �� Q,4 P— (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. ,—U G Electricians License No. Other Trade's License No. ��Q-`� �-` 't 1. Location of land on which proposed work will be done: f C '7 D S S T,- /1 w w e"- /t✓t House Number Street �f Hamlet c I County Tax Map No. 1000 Section 1 ( Block / Lot V I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancof propose con recti n. a. Existing use and occupancy I' b. Intended use and occupancy /V B G 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost C2 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N( 7. Dimensions of existing structures, if any: Front 4 it Rear Lf I Depth Height Ll Number of Stories 2 ' s Dimensions of same structure with alterations or additions: Front Depth '� ' L/ `` Height 5 L-t ' NumberfofStories 8. Dimensions of entire new-construction: Front Rear f `s `' Depth l �y Height Number of Stories 9. Size of lot: Front /&4 7 Rear y (2 ! Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ��7 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ZNO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO s 14. Names of Owner of premises o VW A�--� Address C u(`G j't V.- Phone No./Gz y 'G y Name of Architect C(AA 2 LG-5 i Lf o Mt S Address Phone No 7Z-7. 7 q 4�o Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 1/-"'NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITSAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ll// 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. C� NIE D.BUNCIK STATE OF NEW YORK) Nota Mb tat ew York 10-01 85050 SS: Qualifi Su o "Cvu COUNTY O� °- Commis ' Expires Apri 14 _ 'D� 1 ( � �"�___ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontract) bove named, CONNIE D.BUNCH (S)He is theA Notary Public State of New York No.0lbU6185050 I Qu III'JUIDW11% VU (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14, -P, 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 t before me this day of I \_OC f�1 20 K Notary Public Signature of Applio6nt mmmht. i i M79 BOARD OF S'OU' HO.I: TERMS-AND CONDITIONS' - The Permittee Roy&Dawn Ward residing at 4075 Stillwater Avenue Cutcb Pue,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties,and the said-Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained'. -4. That the-work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause s.> for revocation of this Permit by resolution of the said Board-. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. 'That there shall be no interference with the right of the public to pass and-repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required,upon due notice,to remove or alter this work project herein stated without expenses to the,Town of Southold. 8. That the said-Board will be notified by the Permittee of the completion of the work authorized. _ 9. That the Permittee will obtain all other permits and consents that may"be-required supplemental to this permit,which may be subject to revoke upon failure to obtain,same. *®F 50(/T John M. Bredemeyer III, President y® Town Hall Annex Michael J.Domino,Vice-President �� lO 54375 Main Road JW P.O. Box 1179 James F.King,Trustee JW W Southold,New York 11971-0959 CA Dave Bergen,Trustee ® �Q Telephone(631) 765-1892 Charles J. Sanders,Trustee liyCOU � Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1076C Date: December 5, 2014 THIS CERTIFIES that the as-built 4'x55' fixed dock 3'x15' ramp floating dock no larger than 120sq ft with(2) 10"diameter float iles• (3) existing piles-, electric and water facilities to dock, existing light on fixed dock; as-built 18'x50' patio with 118sg.ft. landing with steps; drainage for run-off, no further construction of any structures/storage buildings between patio and bulkhead; 10' wide non-turf buffer along landward edge of bulkhead At 4075 Stillwater Avenue Cutchogue,New York Suffolk County Tax Map# 137-1-8.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 23, 2013 pursuant to which Trustees Wetland Permit#8394 Dated April 23, 2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built 4'x55' fixed dock 3'x15' ramp, floating dock no larger than 120sq.ft. with(2) 10" diameter float piles; (3)existing piles; electric and water facilities to dock; existing light on fixed dock; as-built 18'x50' patio with 118sckft. landing with steps; drainage for run-off, no further construction of any structures/storage buildings between patio and bulkhead; 10' wide non-turf buffer along landward edge of bulkhead. The certificate is issued to ROY&DAWN WARD owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region One AM Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-065 , FAX: (63 444-0360 Website: www.dec.state.ny.us qwr Erin M Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETL tNDS Roy Ward March 25, 200 i Tin 4075 Stillwater Avenue Cutchogue, IVY 11935 7 2M Re: Application#1-4738-02952/00001 i Ward Property, 4075 Stillwater Avenue, Cutchogue, NY Dear Mr. Ward: Based on the information you have submitted, this Department has determined that: The property landward of the 10' elevation contour as shown on the survey prepared by John C. Ehlers last revised on 12-11-01, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulation (6NYCRR Part 651) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of-any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbanceto the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from y ur project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay Berm. Please be further advised that this tetter does not relieve yuu of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, J/Z-- Mark C. Carrara Permit Administrator cc: Land Use Ecological Services, Inc. BMHP file FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 8, 2010 TO: Denise Heyse for Roy Ward P O Box 877 Jamesport, NY 11947 — _ Please take notice that your application dated February 24, 2010 For a two story addition&porch addition to an existing single family dwelling at Location of property 4075 Stillwater Ave., Cutchogue, NY County Tax Map No. 1000—Section 137 Block 1 Lot 8.1 Is returned herewith and disapproved on the following grounds: The proposed addition on this non-conforming 31,334 sq. ft. lot, is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards forrg anting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." - For lots between 20,000-39,999 sq. ft. the required minimum side yard setback is 15'. The proposed addition indicates a side yard setback of 5.7' . Also, the proposed additions are not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The proposed additions indicate a setback of+-44' from the bulkhead. Authorized Signature s FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 8, 2010 Amended: June 3, 2010 TO: Denise Heyse for Roy Ward P O Box 877 Jamesport, NY 11947 Please take notice that your application dated February 24, 2010 For a two story addition &porch addition to an existing single family dwelling at Location of property 4075 Stillwater Ave., Cutchogue, NY County Tax Map No. 1000—.Section 137 Block 1 Lot 8.1 Is returned herewith and disapproved on the following grounds: The proposed addition on this non-conforming 31,334 sq. ft. lot, is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots between 20,000-39,999 sq. ft. the required minimum side yard setbacks are 15'& 35' combined. The proposed addition indicates side yard setbacks of 5.7' & 31.2'. Also, the proposed additions are not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The proposed additions indicate a setback of+-43.5' from the bulkhead. 6� Authorized Signature ature *Amended based upon site plan update submitted 6/3/10. I` O BOARD MEMBERS �pF Southold Town Hall S�UIy Leslie Kanes Weisman, Chairperson � Ol0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 James Dinizio Office Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Homing 'gyp s �O 54375 Main Road(at Youngs Avenue) Ken Schneider �'YCouffNi Southold,NY 11971 http://southoldtown.northfork.net 2 n jl 2 ZONING BOARD OF APPEALS D l5 U is TOWN OF SOUTHOLD OCT 12 2010 Tel. (631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMI NATI N BLDG.DEPT. TOWN OF SOUTHOLD MEETING OF OCTOBER 7,2010 ZBA FILE# 6404 NAME OF APPLICANT: Roy Ward SCTM# 1000-137-01-8.1 PROPERTY LOCATION: 4075 Stillwater Ave. (adj.to East Creek aka Eugene's Creek), Cutchogue,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 15, 2010 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP: This application was referred for reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his reply dated September 15,2010. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. The proposed roofed over porch is recommended as CONSISTENT with LWRP policy standards. PROPERTY FACTS/DESCRIPTION: Subject parcel is an improved nonconforming lot consisting of 31,334 sq. ft. It has 90 feet of frontage on Stillwater Ave., 349.84 feet along northerly property, 102.25 feet along East Creek (aka Eugene's Creek), and 315.38 along the southern property line as shown on a site plan dated May 27, 2010 prepared by Charles M. Thomas,Architect. BASIS OF APPLICATION: Request for Variance from Code Sections 280-124 and 280-116, based on an application for building permit and the Building Inspector's March 8, 2010, amended June 3, 2010 Notice of Disapproval concerning additions and alterations to an existing dwelling, at 1) less than the code required side yard setback of 15 feet, 2) less than the code required combined side yard setback of 35 feet, 3) less than the code required setback to a bulkhead of 75 feet. RELIEF REQUESTED: The applicant proposes to demolish a nonconforming one story second dwelling on the subject property and construct a two-story addition to the existing principal dwelling with a proposed 5.7 foot side yard setback where the code requires 15 feet. Additionally,the applicant proposes to construct a roofed over porch addition with a proposed setback of 43.5 feet to the bulkhead where the code requires 75 feet. The additions to each side of the dwelling create a combined side yard of 31.7 feet where the code requires 35 feet. ADDITIONAL INFORMATION: The current survey shows two dwellings on this property.Applicant is proposing to remove the nonconforming one story house and detached deck. The existing dwelling is situated at an Page 2—October 7,2010 ZBA File#6404—Ward CTM 1000-137-1-81 angle to the northern property line and has a nonconforming 11.1 foot side yard setback. At the Public Hearing the Applicant's agent was asked if he could bring the proposed side yard setback into more conformity with the code. He was asked if his client would accept alternate relief for a 9 foot side yard setback. The agent agreed that a 9 foot setback was acceptable. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 23,2010, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town-Law &267-b(3)(b)(1). Granting of the requested variance for a 5.7 foot side yard will produce a detriment to nearby properties. The two-story addition proposed at less than 6 feet from the side yard will create a large mass very close to the adjoining property owners existing home.Granting of the requested variance for a 43.5 foot setback from a bulkhead to the proposed porch is landward of an existing deck that is 34.7 feet from the bulkhead and is only 6.5 ft wide and will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed porch is a common characteristic of the other homes in the neighborhood and is proposed to be set back 25.5 feet from the adjoining property's side yard. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. However, the applicant's architect can re-design the proposed two story addition without dramatic adverse effects on the overall design by making it 3.3 feet narrower, in order to create a more conforming side yard. 3. Town Law X267-b(3)(b)(3). The variance requested herein for a 5.7 foot side yard is mathematically substantial requiring a 9.3 foot or 62% variance from the code. The variance granted herein for a 43.5 foot setback from a bulkhead to a proposed porch is mathematically substantial requiring a 31.5 foot or 42% variance from the code required 75 feet, however it is not substantial when considering that the proposed porch is landward of the existing dwelling's 34.7 foot setback to the bulkhead. The variance, when alternative relief is granted, for a total side yard of 34.5 feet is not mathematically substantial requiring a 0.5 foot or 1.4%variance from the code required 35 feet. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed two story addition is to be located on relatively flat terrain with no drainage issues and will be fitted with gutters and leaders into a proposed drywell to contain roof runoff on site as per code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant could design a proposed two— story addition and a proposed porch with conforming setbacks. 6. Town Law 4267-b. Grant of alternative relief to the requested side yard setback variance and grant of the requested relief for a bulkhead setback variance and total side yard variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a two-story addition and porch while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried,to DENY, the side yard setback to the proposed two-story addition and DENY the total side yard setback as applied for, and GRANT ALTERNATIVE RELIEF as noted below: i 1. Minimum 9 foot side yard setback on northerly property line to the proposed addition. I ` Page 3—October 7,2010 ZBA File#6404—Ward CTM 1000-137-1-81 2. Total maximum combined side yards of 34.5 feet. GRANT, the variance for a bulkhead setback to the proposed porch as applied for and shown on the site plan, prepared by Charles Thomas,R.A. dated May 27, 2010 entitled proposed addition Ward Residence. Before applying for a building permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final site plan and architectural drawings conforming to the alternative relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes:Members Weisman (Chairperson), Goehringer, Dinizio, Schneider. (Member Horning by telephone, no voting rights) This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Chairperson Approved for Filing�o//,1 /2010 I D SOUjyQI , E C E � W E AUG 2 2 2011 0 Town Hall AnnexBleph ne(631)765-1802 54375 Main Road y � ax p P.O.Box 1179 G ` �Q r0 er.riche towns Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I Date: Company Name: r - Name: License No.: Address: r" A.IX .11-79.5- Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: �® �.SJ S f�/� ��r� �'/• *Cross Street: *Phone No.: / vl�/ "7 VS-/4'S.2 Permit No.: ��'Si,�J T®.5. rY,10 / 2-_ 2 cF -,/;2- Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YESTN Rough In Final *Do you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 � 300 350 400 Other v2er �;'DgDO *New Service: Re-connect Underground Number of Meters Change of'Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 01 A"e `i.sA��C� Lv 54 4z 2SS 82-Request for Inspection Form oF sQ�ryol � o Town Hall Annex l�( Telephone(631)765-1802 54375 Main Road N m�ax(631)765R- 5QQ22� P.O.Box 1179 G� . Q COger.ClClleCt(CUtOWC1.SOUtOId CIV US Southold,NY 11971-0959 Ol - - �cou BUILDING DEPARTMENT TOWN OF SOUTHoLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��/�;��J l�'� Date: ,;Z77 -� Company Name: �-� � �s�(� � r � Name: License No.: Address: 17 ��c/ �%�c7��✓ Lam- L!/z-5 �SL Phone No.: S—j�' y�� _ ��=�� JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: —,7n *Phone No.: �'J�� 5/�—`�✓z Permit No.: r�3- (,43 1 _ Tax-Map District: 1000 Section: ) Block:�_ Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �2 -� 75 (Please Circle All That Apply) *Is job ready for inspection: ES- NO ough In Final *Do you need a Temp Certificate: YES(50:) - Temp Information (If-needed) *Service Size: 1 Phase 3Phase 100 150 - 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change Of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Ucl,�, _ MAY-12-2809 01:11P FROM: TO:7278033 P.2 Town of Southold Building Department Town Hall Southold,NY 11971 may S,2009 a To the Town of Southold, Z herby authorize Charles Thomas architect and the employee of his office Denise Heyse to serve as my agent in all matters concerning all Town of Southold permit applications, including Building Dept.,Trustees, and Zoning Board of Appeals applications. Sincerely, Ray Ward s NUNEZ tory P I ,State of New York N 1 NUS036094 Oualified in Nassau County Commission Expires November 20 D FEB ?'4 2010 TOWN O GSOUTNOLD I souryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 5kl ycoum,� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 23, 2012 Roy Ward III 4075 Stillwater Ave Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy !NOTE:`S 'II eed Pe mit for Raised Terr ce. S Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) C*Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36431 —Addition/Alterations Date File # TOWN OF SOUTHHO�LD COMPLAINT REFERRAL FORM Location of Complaint: �75�✓T;�I, ��,602CTM # / 3 2—1 — �m II ,, Property OwnerToll Clot Phone ? Address: Samtf_ NATURE OF COMPLAINT: ACTION TAKEN: Optional: Complainant: I + JS�es By Phone Mail In Person Address Phone: Report Taken By: Date Date Referred to Code Enforcement: ----------------------------------------------------------------------------------------------------- CODE ENFORCEMENT REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: j—/ n '7 \:"�j- SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD Rv UM��tdl ,',, a •G� \�J6'� Fz�^. 9 SUFFOLK COUNTY, NEW YORK =9 S.C. TAX No. 1000-137-1-8.1 $,si �' d ppCX "a V � t SCALE 1"=20' ?ROp-�0 G(1 ,e. z °0pD I AREA = 31,334 sq ft A 00 ,o ° f, fTi . yPRUIZa ✓. �R°pgq��iY x � U-) lav lr o / I r _ �.=czx' FGdc�' !'we+b°w TM -435'__._ o °„"RoP+°xa3, a W Z REN °Nf2aaEKk0, 1 !- W o a05tpF�p<G `�, O 0 e6° < W '�J 010 3 Acl JaQP�O S�� p�ApE'• ' a �J O FINAL MAP > REVIEWED BY ZBA S SEE DECISION#(14 N �•�✓� DATED io L�I i0 00, `�//� O^ REGP3UED O E U ldAR 10 2011 O' BOARD OP APPEALS � 14 SITE PLAN . /*AEGIS TQC /// 4,?9 -_- SCALE I 20 N t q A U cu m o a3�y 5� SCTM# 137 — 1 — 8.1 ZBA APPRVAL # 6404 DATED 10/07/2010 SI ------------ u Ot .*: a r.q in , « II it it A.: • .. - R ^ « ,. �w J £t` 8 }yyAm I ill b u a yy r w �r Ito W lilt all, v i i 3 , ... F: ', -gym„.w.-....:. :.»»m•:�«:«+ro ,. - k o €£. .G o....: ' apt' t'. 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Farm Macre V u q Pe { Z VPI e + FRONTAGE: ON ROAQ-'7� r Lj Ti11 ble {2,(001t� BULKHEAD 14, TiIlabie 2 DOCK Tillable 3 � � -fi b I { a ie Woodlandc-4 Swampland Swampland Brushland _ I 14 � 11 House Plotab�� Cc L, S � trt frc E, T�0 y Total �•� �`�� ^.&L '. -; ax ._ r_ ::: _ ,� ■■■■■■■i■iii■■■■■t■!�■■■�■� _ _ -- • .. - -. _ ■■■■■i■l■>i■■■■■■■■■■■tel■�� , ■ii■■■l■■■■■i■■■■i■■ice■moi■ .•.�kr-- h— —•—,.� � ' s , _ ■■>■■ilii■s,�s■i��l��■i■■i■ _�,_ � `�� __ __ ■■■■■if�i■■io�t■i■■�■■l■iii■ _ . . . - _ _ _ - ■■l■■■�:� :�■■■�■�■��■■moi■tel■■ ■■■■■■l■■NDEi■ ■illi■i■■�■� - -' ■■i■■■■■ill■i■■■■�Jl■i■�■ Foundation Basement FirePiace----A Interior Finish Room's 1st Floor , Driveway _ - _- _ = - --- - ■■iii■■1■■■■fir■■■■t■■■■��■ - ■ , • fi_ Ali 312 !• �� • ^ Rooms ■ Floor 7 � , _ _ '�-�."--: "�'-° - -'��- �� f i 1 111 •, ' V ,�W -li l 1'{� V37T�-rid �aCli '- Lam; �[ 137-1-8.1 2101 i - Foundation ` ,j Bath Basement, I Floors 1 ; Ext. Walls `i%l�p �1, Interior Finish z L� :xtens onn 1 Fire Place { Heat t S l I Porch Roof Type Porch Rooms l st Fioor i Be�etray / YzF _ z4(1 y 8 Patio I Rooms 2nd Floor Some$ �'� g _ / p Y- I 2-i / Driveway Dormer 24 Y2 -zc. - OWNER STREET VILLAGE DISTRICT SUB. LOQ' FORMER OWN R N- E ACREAG 1 �� f r a f �•- f� S W TYP��OF BUILDING RES. SEAS. VL. FARM COMM. IND. CB. MISC, Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS ? gj, 4 c�1�dAla. Z—1d G/9 �'� ,d Lop Lfl� lifaYa .Se e f! /Q r li a 0 3 ;Lo6 [ ZZZ l AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable I BULKHEAD Tillable 2 t DOCK Tillable 3 j 7 Woodland Swampland Brushlond House Plot Total A O CERTIFICATE OF LIABILITY INSURANCE, ° 1 Ot3101/2011 THIS CERTIFICATE IS ISSUED AS A MATTER'OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE'DOES NOT`AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER 'THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DUES NOT CONSTITUTE A CONTRACT BETWEEN THE,ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER.ANWTHECERTIFICATE HOLDER, IMPORTANT: If the certificate holder is,an ADDITIONAL INSURED,the policy(ies)must tie cridorsed. .11 SUBROGATIOMIS WAIVED,subject-to the terms and conditions of the policy.eertaln policies may require an endorsement. A statenront,onAhis certificate does not confer rights to the ceniRcate holder in lieu ofsuch endorsaiiieni(s). Mt00UCER .NAME• ATLANTIC AGENCY INC I N BABYLONRE A No: 2,Le._f Er1tt - _----- CIO H R. KELLER�&CO., INC WILSS: 1520 SHERIDAN DRIVE BUFFALO,.NY 14217 INSt1RERIS]AFFOROING COVERAGE NAIC0 NSUREO INSUFTR A.ATLANTIC CASUALTY INSURANCE CO. 42846 INSURER B 'RH INNOVATION, INC! T&49uitEriC: '301 OAK.NECWROAp, Lvsurtst'o': W JISLIP NY 11795 M LAIER E: INSURER F': OVERAGES CERTIFICATE NUMBER: REVISIOWNUMBER: THIS IS'TO CERTIFY THAT THE-POLICIES.OF INSURANCE LISTED BELOW HAVE BEEN ISSUED,TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUOtMENT',.TERM OR CONDITION OF ANY,CONTRACT OR OTHER DOCUM'ENT'WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES'DESCRIBED HEREIN IS SUBJECT TO ALL.THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCHPOLICIES',LIMITS,SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ADDL SR TYPE Or INSURANCE POLICY NUf.®t'R M MRAW&I LIMITS A GENERAL LIABILITY L06MI2002 041031201104103/20121 FAC"OCCu'""CE s 1 000 000 v JA X COKMQ ERAL GENERAL LIABILITY `PREM.SES Eg o iviience OW .100 O CLAIMS-MADE Ex ASCUR MEDbV liar ON.W_w) t 5,0W , PERWNAL4.ADV;N$JPY, S 1 000000 •:LNEpAI AGGrGf•ATE S 2.000,0w GENL AGGREGATE LIMIT APPLIES PER PkOrjVrTS'•COMPIOP AG G ,S 2'000 000 X POLICY 72 LOC t AUT'OMOBtLEUABILFTY71 C01�1BItJCt�.$it,�GLEILIM'T ,S IEe.eti�+leal] _ ANY AVIDQODIIY,IN,l;JRY°(Pet(M/LRAI' .f ALL Oi�NIT)AUTOS BQQILY IN,L]PY(P•r lK6RpA1} 'S, SCHEDULED AUTOS PPOPCPTY DAMAGE rnREo Autos IPr AtpOPr,L') S NON•OWNEO ADIOS = t UM RELLALIAROCCUR CAG+OCCURRCNCC S EXCES9LIAB HCLAJMS,M I ADE AG,PEGAi[: t _ O UCI ISLE VETE:NVON S S WORXERSCOMPENSATION ANOEMP,LOYERS'UABUTY Y'IN I ANY 00OePIE10WARVIERIEXECUTaE�Q NIA EL EACHACCIDENI :S Ur I ICERIM It"HER ExCLUOE O7 (Mer%dtrdryJp NM E L DISEASE•CA EMPLOYEE Uy S RotiTiO"U Wor QEKRIPirON OF poEpA71ON5'cC0Yr C L-DISEASE.POLICY 11wrT f )ESCRI PTION OF OPERATIONS-1 LOCATIONS!VEHICLES(Allach ACORD 101.AddAl6r al RemiAt Schedule.N mere vac t It reaul red) CARPENTRY/ELECTRICAL-WORK tSOL-AR-_'ENERGY CONTRACTOR LOCATION OF JOB' 4075 STILLINATER AVE,CUTCHOGUE,-NY 11935 -ERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BECANCEL'LED-BEFORE TOWN OF>SOUTHOLD 1HE EXPIRATION DATE THEREOF, NOTICE WILL ,BE OELWERED IN 53095 ROUTE 25 ACCORDANCE Vo**t POLICY PROtASION$. PO BOX 1179 AUTHDRUEOREPRESEW4111 E SOUTHOLD.NY 11971; �•1 f(� �!7 E (D1988.2009 ACORD'CORP N. All rights[eserv4& WORD 25-12009!091 The ACORD name anp l000.are repl'stered marks of AC,ORD JUN 2 8 2011 BLDG DEPT. TOWN OF SOUTHOLD .r' STATE OF NEW YORK WOW-'RS'C0MI'FNSAT10N HOAR(Y CERTIFICATE OF NYS'WORKERS' COMPENSATIONINSURANCE COVERAGE- 1b.guslimvttkphoat'NumbcrottitsurW RH44NOVATION INC -631-943-1632 301 OAK NECK ROAD VC.Nyslu"Mixtaymeat,talamrme,Fniployer WESTISLIP,NY 117,95- ReCismi,16n'Numher ofInsured- Worktatallon off mmmd(OhO�WfAllffd ftmmge Is spedfkvily Id. Fedtnti-Empli1yer Icitntiftntion Number of Insured fimited to coram lmdons lrvN4mv YorA Shite.,Les. a ff'rup.Vp or Sadal,Securtly Number Policy) 74-3159930 L,Name and,Address of the-Entity of 3s.. Nonst-of Jhsurqnee,Cap*r Coverage(Entity Being Listed as the Certiffeate Holder! "LLIAMSBURG NATIONAL INSURANCE COMPANY, TOWN'OF SOUTHOLD 3b.Polky Number o'ftatitylisfeAJo hot-te 53095 ROUTE-25 P- 6OX WC056215501 0 "'1179 3c. Poticy,-efftetive period SOUTHOU), NY 11971 4-22.201 i to 4.22-2012 3d. The Proprietor,Partners 0 ineftseltd.wnlj-dwirres itispowwwwo dnwmWu*d) all t%eIuded.urctrtA1wpartwrs/6 _j This ccitilk-s-ft the insumnx-cartler indkmed above Whox-l"insums the business reremcced plvvt In box-I&7 for%vrkets' mmomaiiM un*rthe jNc%vY"--S=Wwkem*CDnV"wsatkm .(To bit this farm,New York(NV)mUst,belkad underltm 3A oa tke,INFORMA?!ON PAGE of<he workers'compensation iawrnnee polley�"Tile insurenceCarfiaoriu licertscdegcrstwiti send this Certifl=ledflnstim*-to the enthv-JI!hed'stbov6 as the cenpirledle Tho lmaramv rarrier%-11141so nor*the abotv certificate holder whkin 10 to jwjxAw#rj of/Wrinjowo r trilbinjo,dar.1pthrry are rralront other than thateauxt MV C01'CAdge date deensed ORM' .or wall!t4rpv11c--ejV;4d0r, "l-Isr,rd-j",-box whk*ewe IJL PkTft'fte:.Upon thoLftocen$tkofl Of"Ibe Wqf%tr$*'eoMp0%ntiqn pqIhT,lhdI6ted,orv1bis form,if the business mollnues to'be named on'sipermit"11 1 MW orcontract Issued bya-certificate holder.tht'bustmess,mast:provide that tirtj ficate holder with a new Cirtiflc#t of Worliers'Covilimisti-on Coverage or othtO oulhadzed proof thair the,businen Is minplAng with.the mandatory coverage requirtmenis of the New VarlL State Workers Compensation Law, Under penalty of Wjury.I ceriltj Mot Otra,sn authorized representailve or lk-ensed'pgcut of the lasurooft-cortier refererwed above gild thaushe nam4iosured hot the cover*r as,ftiettli oxibis farm DQRISWE-YERS A rs�guiturotTitle. WORK COMP PPOCY'PROCESSOR' TidephonclNurntwx of autbiwi?td-tepcicatntive or Him-oscd 6geni-tif jm_w* c carrier: 888375.9533 PkW Noic On(y lnswuwe iraMem and their ficeaw(f4gents av attihM.-edro,1j.%iw Aorm C-105.2. ftgraixe hrokerj7 wr IVOT oxthm*ed to iliffefi. C-IQ5.Z(9;07) 1 'TER - VKLESP TC \ o �� ` a 1007 11-1 -� SURVEY OF PROPERTY SITUATE �jp`.. �� OZ��,Y��° ,, o •; �, 12.5c^��°,�oa ,,,OQ � • 0- CUTCH 0 G U E ��;�';� 'o x,8.3•`''.3.8 ti �, o TOWN OF SOUTHOLD ��1 ` .�J�<g SUFFOLK COUNTY NEW YORKtiCP 14 � Z LA S.C. TAX No. 1000- 137- 1 -8. 1 SCALE 1 "=20' Q�OQ�Nc �' 8.4 2 AREA — 31,334 sq. ft. 1 Lp rTl o a O os W °� �ZCD 4-7'_- -EXISTING ' ;1'' d O �� G ZFID- i w- nN�-'_-62.3_O--' - ¢7} ---------- 11 ( C + Q N 8 6 /Cj/% o z n �9 15.0 N `� (�1 OZ U N s ° _ - (,D \ R GN CRS o ^------- -- X3.5 p I O w a P PROPOS Q ;FROM PORCH ROOF I W 1.5 4.1 o g�4,RI �o�;'• � Z U v '•. N°S�S 8� ��G .�R NSE� 0 z � ID M`NPtO F� — 0 N S�6 � a o U o 0 W a .' W r 604 01 3 I'Da �O°O �PP�a 0 J � C;. GP / to v Q- 0 p.'LN FRP /F�•S � 04 0-15 PROJECT DESCRIPTION Gj <� < < ( / NO DISTURBANCE SEAWARD OF EXTG. HOUSE �O REMOVE EXISTING (2) BEDROOM ONE STORY NON- CONFORMING FRAME HOUSE 4-0 O EXISTING NORTH SIDE YARD 2.8 o a' PROVIDE 2 STORY ADDITION TO REAR OF HOUSE S PROPOSED NEW NORTH SIDE YARD 5.7' M �o E ALL PROPOSED CONSTRUCTION IS LANDWARDmz N !/ \ EXPANSION INTO REAR AND SIDE YARD OF - Rt -� EXISTING 2 STORY RESIDENCE _' }' OlLil Z16- SITE PLAN SCALE: 1 : 20 L W °°094 SIDE YARD TABLE cz L K m \ EXISTING NORTH SIDE YARD 2.8 U {5 PROPOSED NORTH SIDE YARD 5.7' EXISTING SOUTH SIDE YARD 32.7' PROPOSED SOUTH SIDE YARD 26.0' EXISTING COMBINED SIDE YARD 35.5' SHEET NO. PROPOSED COMBINED SIDE YARD 31.7' 0 in MIN REQUIRED COMBINED SIDE YARD 35.0' Z:i r THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE ET alMVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH MEY WERE PREPARED.REUSE,REPRODUCDON OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHTECT.MSUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �o •7 �F SURVEY OF PROPERTY � - ,--�P�- �` � � > .5 " CJD` 13-� `� �;��` o �� SITUATE 12.5 ` oo °o °f �S o n \ �\ N CUTCHOGUEJ, �fz \ ` \ 8.3 TOWN OF SOUTHOLD �fi�� K\ �� 0 s _ p � � � am SUFFOLK COUNTY, NEW YORK �j�/`c�l �( a�, t�D oo .. S.C. TAX No. 1000- 137- 1 -8. 1 ,o e-- °F5�• 2 Wa.a. SCALE 1 "=20' ,° z woo° c� C� AREA = 31,334 sq. ft. p� ) ooR� 91 c" o� o LD ., _ s y 0 14:,0 I; N �! LOx EXIS-PNG'.; T 11 d � Q _T_ 0 PN Q 6, RMR (0 I �. -34.7'- -�--:_ -------- 0 c� �S EXISTING; T 15.0 N__ '_--i- r^ z ti ;FROMR 0 CE-10 O Q W La } 6.4 w 4.1 1.5 Q n F s C� ��EZM�N �a T p 5 � Qr� 3 0F to LO G CD v o tie o• N Ix � � O 9 Z 0 \� O Mpp �// � � ZBEDECI ON w SEE DECISION # 1 a < + Cc (n4-J m n C �Y MAR 1 2011 O . 00 ' // BOARD OF APAL R' 0 � / PE 4-0 �zs �a SITE PLAN r a W SCALE: 1 20 OA 61Jf Q� U cz L � o � L-9 m _ � �� U 0% 0,- N �. SHEET NO. S C TM # 137 — 1 — 8 . 1 ZBA APPRVAL # 6404 DATED 10/07/2010 CT,VISU AL CONTACT MATH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE DP ACCEPTANCE OF THESE RLSTRICTIONS THESE DRAVANGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIQNAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERM159ON FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITE NRc mus C K CourkTy DrPARTMENT 0:7 AL'Tji L +<.CZ.ri FOR Ae i Ft'O:TAL. OF Ct's,',iJ i^l.tf R ,F {: 'a.. GLE QD r Iv.. lrY w APR 0 4 2011 ' - cc DATs - fU - _ApFlrtowm RVEY OF PROPERTY ,.� 4 .� I O!",FvlA UlM'1', Or T�.�-,.,�. .�' � SITUA TE' N N0 WELL EXISTS yr�IrP TITS .�;Y SM-7.1 � nr.�►. c�- �-1V,kL F CUTCHOGUE �o LSTS WITHIN 150 OF '� ' °ttL TOWN O F ' . ` � `1,'3,7 \,";n ANY PROPOSED SEPTIC SYSTEM COMPONENT O U T H O LD .;�� ig 31 o SUFFOLK COUNTY, NEW YORK \°mac ' CL . oa ; � nZ �`S.C. TAX No. 1000- 137- 1 -8. 1 o° � o �o 18.25' SCALE 1 "=30 a \ ma 0 ~ J AREA 31 ,334 sq. ft. 8.3`x'3.8 13.6 . �G \,�J GRADE EL = 16.25' ""A'm af GR,�uE GRADE EL = 16.00' 10.2` Q �� 10-0" MIN 8-0" MIN y QNFG e`a`M 14 ter? � a v IE = 14.75' CWK 4 uss NOo RPE IE = 14.55' nar"" flbatld Q S� A p0 OR I = 14.05' onrTlent of existing t " HED 1/ENE S Tl.tary.sys.em must be in ° OQGSC,R�P R,p1EU,i.- IE = 13.96' , COdOrinance with d p r..� r• ��'• 2 N e�arl5met1t fequircment Subrri}`t15.014. s 4 1,8.4 �p10pp C7 n o 0 e uoulo DEPTH TO'llpleted form llt WA J---y�� p� O 'as proof. $ rn o � � O V �o � � f t,.� 1 � � 1 N N /�1 PN N IRMumC TANK FROM RTdI ER R. \Q� O�� 3• `L, \�\pN y O O' 14',0 '� Q0 2 �' w' �' > BOT OF POOL 6.45' G ��,�` 00 GPA `O. �9�• Pp0 ��3 �� -� �8 O �' < z f YM.PWRATION S VIRGIN STRATAO/ORA EL I swa sN+U�cRA�E � Cp ,� r, •� I� O Ci cr. 4 s_D. �� tJ� 4.7; I1.� CL NOTES: -- _ I_ _ o c�i EL 1. CONCRETE i0 TEST TS A. .T.M ® 28 DAYS `r" -34 7' �-62.3-' - I __ Q 1 I 2. REINFORCEMENT MEETS AS.T.M. A-615, A-185 SPECIFICATIONS GROUND MWTER - o. 1�\N EXISTING, 0--�- �l - O W 3. COLLAR EXTENSIONS AS REQUIRED. 1' MIN AND 2' MAX EL' 011V --- 4- MUST HAVE 8' TRAFFIC BEARING SLAB ON SEPTIC TANK MIN .0 C/ N I (n n �Z PROP D 2000 8 -0 3a� E _ ------ -J J GA T-SANITARY �� _ ' \ s5 0 �`_ PROPOSED Q w SYSTEM v \ yN '3cJ4 s2� ; ,3.s o;'`' f- O 0 8M,N r �o o�Fo� �o� � , _ W O0' \ G�-1 16.8 ,/ o _ 4 '+i.1 1.5 Q FF 50,11 0 ov0 PU EXISTING 13.5 W Q YSTEM DRY, REMOVE EXISTING PRECAST CONIC '� g'� N 13.9'©.� 4"t YO RINGS AND FILL , 04 WITH CLEAN SAND,.' 0 LOr N' NOTES: 15.5 0�• 1 . MINIMUM SEPTIC TANK CAPACITIES FOR AN 8 BEDROOM HOUSE IS 2,000 GALL F, c�OPRPG 1 ROUND TANK; 10' DIA., 4 LIQUID DEPTH N 110 .teas 2. MINIMUM LEACHING SYSTEM FOR A 8 BEDROOM HOUSE IS W v FSP 3 POOLS; 8 DIA. X 8 DEEP m PROPOSED 50% FUTURE EXPANSION POOL Z a ------------- �P �0,1, O �'�-=-------- ---------',' PROPOSED SANITARY LEACHING POOL(S) o a TEST HOLE DA TA BY Mc"DONALO GEOSCIENCE 0 PROPOSED 2,000 GALLON SEPTIC TANK 10' x 4' 11 / 17 / 2010 cl) *' 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ` ELEVATION 15' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. U �� GRADE EL = 15.00' 0 O DARK BROWN LOAM ( OL ) Jc 14.9 offs BROWN SILTY SAND ( SM } SITE PLAN 2 \ v G3 SCALE: 1 20 /� r A C J • PALE BROWN FINE SAND ( SP RECEfVED "— V cz �o E L = 00.6 �s 14.4 f"A R 3 2011 cGo WATER IN UFF. CO. HEALTH uPR ll"ES 9� PALE BROWN FINE SAND ( SP �"`"�' 0dP" T '"TVkT. '903o0� O Lo S C TM# 1000 137 1 8. 1 SHEET NO. 17 THESE DRAWINGS AND ACCOMPANYING SPECIFlCATIONS, AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PARI,IS PROHIBITED EXCEPT BY WRITTEN PERL15SON FROM THE ARCHITECT.TITLE-TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT•VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICIIGNS• 5URYEY OF LOTS 12 4 15 MAP OF PROPERTY OF M.S. HAND FILED 5EPT 16, 1x30 FILE No. 130 51TUATE: CUTCHOGUE 01 TOWN: 5OUTHOLD 8.� 5UFFOLk COUNTY, NY s v� '~ 5URVEYED 04-07-01 / �� '�r Nym p I � TOPO ADDED: 12-II-0I 12.5 FOUNDATION LOG. 08-14-02 / Clo xo °o °o '° UPDATE SURVEY 02-20-03 ``'4, °° e B UPDATE 05-0I-200cI SUFFOLK COUNTY TAX MAP 1� v # 1000-137-1-8.1 2p5 6 IVO CERTIFIED TO: Is°iaa '84 42 hoop �� ROY R WARD, II m CITIBANK N.A. IT'5 5UC0E55OR5 AND �^ o t' zs OR A5516N5, FOR THI5 TRANSACTION ONLY. Lc� / `� O�-1 >e. iao t, x FIRST AMERICAN TITLE IN5URANGE COMPANY OF NEW YORK G� / e" �o�� w a''-- _ 62.51 1,4 T ' 2 ; 124 oOV o 01, al a '4 I 15 \ t N i \ \ // SGS� ��✓ \ ' 3 o p \2 oo Pyr, Ll vO Aj f"F ',� JYl) +r "LM�thorized alterotlon or addition to a>urvey �'`-Ysi maP beorlrig a Ilcan>ed land 5srveyor's seal 1>o V I qq lolallon of section'I]09,eubdivlelon],of the NOTE-5: i i f I-'-I\1l Naw York Stote Ud tlan Law' • 'r t 5 'Zy copies from the-Ici-1 of thl >urvey I, ark d with rn orlylnol of the lord wrveyor' I - - stamped seal enol)ba eoneidered to be volid�[rue ■ MONUMENT leg �� C5 •eertiff—U ns I durated >lenify tmt tnl> \, �\ j vey was preparod in accordance i!h the ax- ELEVATIONS REFER TO MSL NGVD'2a `�� \�a w�1� etMCode of Praatlae fo Lads eyg adapted W New Yark 5tote AgsoclpNon of Prdesglawl \'• ` v�l� Land 5srveyors Sald certlficotioor shall rvn only \ r J to the peroon For whom the gsrvely Is prep-ned �Y\.'V -��+' and on his lxhalf to the title compo gover AREA = 31,334 5F OR 0.-72 AGRE5 �' `� -_ y fi tolthe ase>lynees of tt=lendir�y Wlltutton L rtiFlaa FEMA MAP # 3610300165 G B@ Q era ea nt tramferabie to additbml Wtitutione HEAVY SNON COVER FOR 02-20-03 UPDATE � � JOHN C. EHLERS LAND SURVEYOR 6RAPHIG 5GALE1"-30' 6 EAST N LAIN STREET N.Y.S.LIC.NO.50202 _-- - \ RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287_- , \ REF.-C:\Documents and Settings\Owner\My Documents\My Dry`" x\01\01\01-140 update 052109.pro — ------ a 4lMia .a3CM UlOne fa ad !! ,bl Ibl.l nen lag o 5UR\/EY OF LOTS 12 4 15 N MAP OF PROPERTY OF M.S. HAND FILED 5EPT. 16, Ia30 FILE No. -130 = 1h 51 TUATE: GUTCHOOUE _36,a 3 1 �`�,t TOM: 5OUTHOLD � 5.2 '3.' , 5UFFOLK COUNTY, NY SURVEYED 04-0-f-OI ! TOPO ADDED: 12-II-01 ' �'s FOUNDATION LOG. 08-14-02 r✓0N� UPDATE SURVEY 02-20-03 �4, °� "3� ? BGG S� °vim UPDATE 05-01-200ci, 11-OG-2011 13'6 10.2` \ SUFFOLK COUNTY TAX MAP ! %` toy p 0' `\ / 1e` \s' 1000-13�-I-8.1 ;� A \ �00 # 9 G. '\ 5.014.418.4 VaOpO ^ � CERTIFIED TO: 1 7��j 1•`7L,TVj°� LN 2p�' N °� ROY R WARD, II GITIBANK N.A. IT'S SUGGE550R5 AND `.J- ,�` FSP �� Z� >e. °a 14b 1 , _ OR A551GN5, FOR THI5 TRANSAGTION ONLY. �GOr\GW OG,I ,oma 1 ;1 h•• FIRST AMERIGAN TITLE IN5URANGE °� 41! $ 42 GOMPANY OF NEW YORK -- F�Gj p �• �� 12.4_,_ � ° O 4 '1I 15 15 ' J M 1419D NOV - 9 2011 ' o ll BLDG.DEPT. Lq� TOWN OF SOL'THOLD ave 0109 ' � I pF NEW \� � 'Ihau[twrized alteration a odeitlon to o> CQ �N C. Ey�FR p� map bea ing a Ilcen>ed bnd s veyarb seal I>f y If/ i ,° Sl iolatlon or se No.Yar�k Stau edEdu'catlon L t. NOTES: ' j .� l$` 'Q�ly copies from the original of this s yr ■ MONUMENT 1� v aa� ma ked with an original or the loud surveyor'> stamped Seal shall be con>bered to L valid trva //�� J d1r y� Ir <ople>° ELEVATIONS REFER TO MSL NGYD'2—I o / j >•cer[Iricotians Irc lcated hereon>eg iry tM1at this O urvey wa>preparod In accordant nh the ex 1>[1 Lode of Practice For Lrnd Surveys adopted �\) ` al the New York State A ort1fl ti or h.11 slanol Lond Sn'veyore Sam certlflco oy shun rvn amy AREA = 31,334 5F OR 0.72 ACRES o h®person for tho whom the> ey p spared, le F° V _to the a>Igneasnof the lendting ins tionngar.o iFica- O^ 9 jV� / lal ogency and lending IretltugIm It tt he d FEMA MAP # 36103G0163 G '� [lan>are no[[ran>ferable�add'[Iarwl wtnitlare HEAVY SNOW COYER FOR 02-20-03 UPDATE �'o�`$,� 1 JOHN C. SEH LER LSD SURVEYOR 6 EAST MAIN S'T'REET N.Y.S.LIC.NO.50202 GRAPHIG SGALE I"=30' °a I RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\Users\John\Dropbox\01\01\01-140 FOUNDATION LOCATTON.pro - y Ili SURVEY OF LOT5 12 4 13 i SEP 12 MAP OF PROPERTY OF M.S. HAND S912 UFI. CO. H � E. FILED SEPT. 16, Ia30 FILE No. 730 ®� '� � �UVATE vk �„ 51TUATE: GUTGHOGUE l TOWN: 5OUTHOLD - ----- •. J 5UFFOLK COUNTY, NY SURVEYED 04-01-01 TOPO ADDED: 12-II-01 FOUNDATION LOG. 08-14-02 UPDATE SURVEY 02-20-03 a •,�c1 0\ UPDATE 05-01-200cf, II-Ocl-2011 A�c `\ •'•,y 08-15-20127 \ /• ;. . yds a \ SUFFOLK COUNTY TAX MAP v �y \ y # 1000-137-I-8.1 pD CERTIFIED TO: o�, N �O� N g 02� 0 ROY R WARD, II CITIBANK, N.A. IT'S SUCCESSORS AND lad M OR A5516N5, FOR TH15 TRANSACTION ONLY. b w = FIRST AMERICAN TITLE INSURANCE GdMPANY OF NEW YORK (, °V az y°s' lu V" �+ 3 N-1 1 sEAI_T�1 SERVIC11 OLK CL ot.,,g Y CEF�1�.4Z31�l- T �f�` !ED adVCDF6� is®R V' .1e SEP la -- - ,P ec�a ham`"see ^ah $�?wS11LE_ ��Jtv�9f�L'SsCadt6 d 10The e:;.,ed by f.:'i:p glJp.�.p ! , li��%-•� � .fi(�T,9P v1�111a11Yt.�Y d76"'®= J AC L��JSJIL.YS•j 0 Q � 0 / / / QF NF�'f/ �Q, C.Ey NOTES: VQ,, ■ MONUMENT 0. �y5 SEPTIC DIMENSIONS * * "0�b m�de� ST A 2-f' 6" B 25' v..k,*W w+en.gr u�.r ELEVATIONS REFER TO MSL N6VD'2a \ LPI A 554" B 3-T 6" <% Q A= LP2 A 44' B 3-7' �` v+bvMw• em +m AREA = 51,354 SF OR 0.-12 ACRES LP3 A 52' q" B 52' �Ls�co - FEMA MAP # 56103G0163 6 HEAVY SNOW COVER FOR 02-20-05 UPDATE 3(01W, (Co EHLERS LAM SURVEYOR EAST MAIN SlIUM Nm 6RAPHIG SGALE I"=30' �� ®� \ ,N.Y. fl331 36Pax 364287 RE-Scheck Software Version 4.4.1 w compliance certificate Energy Code 2010 New York Energy Conservation Construction Code Location Suffolk County, New York Construction Type. Detached 1 or 2 Family Project Type- Addition/Alteration Heating Degree Days 5750 Climate Zone 4 Construction Site* Owner/Agent Designer/Contractor: Ward Signature Building Systems Long Island Modular Homes 1004 Springbrook Avenue 500 north Broadway Moosic,PA tenco,NY 11753 Compliance 16.3%Better Than Code Maximum UA-443 Your UA 371 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home - R��- •gc r"� �',��\"'\ ?\ �\ � s�tea`\\�.\ "'�S•\\av- �� : �'�.: `\a `@.,.•:;�:�`\\:F s\�\� �:•�.•a�,'��: \. „�,3�\� u•��• \�,�\\ =� �'\y\, y. �\\tea i� �z>.;�• .:.�`\. \ ,�..\��..\.�\�Z � a•��. :� :� 3 ::'� c ��& r ��•y\i � ��w a Fye�o��..\��•� Ceiling 1 Flat Ceiling or Scissor Truss 973 300 00 34 Wall 1 Wood Frame,16"o c 2739 21 0 00 126 Window 1 Wood Frame Double Pane with Low-E 454 0 280 127 Door 1 Glass 80 0 280 22 Floor 1 All-Wood Joist/Truss Over Unconditioned Space 973 13.0 00 62 Comphance Statement The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application The proposed buildi h s been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4 4 1 and to co pl wit the mandatory requirements listed in the REScheck Inspection Checklist Name-Title S' at Date D E C E K D GAS �, `�® ' NOV - 9 2011 c,, v BLDG DEPT. TOWN OF SOUTHOLD 9 0.015� <J1�`�: �ccOF N��4 Project Title Report date 09/10/11 Data filename Untitled rck Page 1 of 1 J Generated by REScheck-Web Software Compliance Certificate Project Title: Ward Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 4075 Stillwater Ave Roy Ward Charles Thomas Cutchogue,New York C M Thomas Architect Compliance:13.0%Better Than Code Maximum UA:154 Your UA:134 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Perimeter U-Factor Ceiling:Flat or Scissor Truss 975 38.0 0.0 29 Floor:All-Wood Joist/Truss Over Uncond.Space 975 21.0 0.0 43 Wall:Wood Frame,16in.D.C. 652 19.0 0.0 33 Window:Wood Frame,2 Pane w/Low-E 97 0.300 29 Compliance Statement: T pr6D' a iDPldkg design described here is consistent nth the b ' g plans,specifications,and other calculations submitted With 116. ��lotit5'n,The proposed building has be d signe o m at the 2010 New York Energy Conservation Construction Code requ7� t P �FITIta �y�b nd to comply with them dat re Irem is listed in the REScheck Inspection Checklist. Name-Title7) Signature D fe ; A 067 Project Title. Ward Residence Report date: 05/05/11 Data filename: Page 1 of 3 z Q Generated by REScheck-Web Software N� Inspection Checklist Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall:Wood Frame,16in.o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window.Wood Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note*Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond.Space,R-21.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed Inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from - insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts in unconditioned spaces or outside the building are insulated to at least R-8. ❑ Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: ❑ Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. ❑ All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. ❑ Building framing cavities are not used as supply ducts. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Project Title: Ward Residence Report date: 05/05/11 Data filename: Page 2 of 3 Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title: Ward Residence Report date: 05/05/11 Data filename Page 3 of 3 - IZ2010 New York Energy Conservation Construction Code Certificate Ceiling/Roof 38.00 Wall 19.00 Floor/Foundation 21.00 Ductwork(unconditioned spaces): Window 0.30 Door Heating System: Cooling System: Water Heater: Name: Date: Comments: P.E.Robbins,Inc. 8/22/2011 Tel:309-879-3258 1777 State Route 167 Fax:309-879-3256 Victoria, IL 61485 Signature Building Systems Model # : Ward RDS Job #: SBS11032 Shear Wall Index Page# Sheet 2 Reserved 3 Basic Wind Loads 4 Sheathing 5 Sliding and Overturning Wind 6 Seismic Load and Sliding and Overturning 7 Roof Diaphragm Wind 8 Roof Diaphragm Seismic 9 Roof Diaphragm Chords 10 Reserved 11 2nd Story Shear Wall 12 2nd Story Glued Shear Wall 13 2nd Floor Diaphragm 14 1st Story Shear Wall 15 1st Story Glued Shear Wall 16 1st Floor Diaphragm 17 Sill and Pier Connections 18 Sill Plate Screw tie-down option 19 2nd Floor Shearwall Supplement 20 1st Floor Shearwall Supplement 1"t of NEW� . `' ro E ,d---- OFfSSIONPI' •2'J—�l STRUCTURAL DESIGN&MANAGEMENT,INC. 11757 W.KEN CARYL AVE.,UNIT F,#121 LITTLETON,CO 8012.7 =4724512 SBS11032 Ward Shearwall Page 1 P.E.Robbins, Inc, 8/22/2011 Tel;309-879-3258 1777 State Route 167 Fax.309-879-3256 Victoria,IL 61485 Reserved pF NEW yo p Rq v r� wW O A FBSS►ONP4 SBS11032 Ward Shearwall Page 2 P.E.Robbins, Inc 8/22/2011 Tel-309-879-3258 1777 State Route 167 Fax.309-879-3256 Victoria,IL 61485 Basic Wind Load Design Criteria Client, Signature Building Systems Client's SN: Ward JOB NUMBER- SB811032 Roof Slope: 9 /12 Wind Speed 110 MPH(3 sec.Gust) Exposure: B Mean Roof Height: 25 ft Adjustment Factor: 1 2nd Floor Mean Wall Height 26 ft Adjustment Factor: 1 1st Floor Mean Wall Height 25 ft Adjustment Factor 1 Topographical Factor Kzt: 1 Importance Factor I: 1 ASCE 7-05 Simplified Design Procedure Method 1 Enclosed Building Internal Pressure Coefficient Gcpi=+/-0.18 Positive loads act towards the surface and negative loads act away from the surface MWFRS Design Pressures(Net): Horizontal Roof Pressures Vertical Roof Pressures End zone of Roof(B): 14.8 psf End zone of Windward(E): 10.0 psf Interior zone of Roof(D): 11.8 psf End zone of Leeward(F): -13.1 psf Interior zone of Windward(G): 10.0 psf 2nd Floor Horizontal Pressure Interior zone of Leeward(H): -11.3 psf End zone of Wall(A). 21.6 psf Interior zone of Wall(C): 17.2 psf End Overhang(Eoh) -10.0 psf Interior Overhang(Goh): -10.0 psf 1st Floor Horizontal Pressure End zone of Wall(A). 21.6 psf Interior zone of Wall(C). 17.2 psf Component and Cladding Design Pressures(Net): Design Load(psf)sf=10 Design Load(psf)sf=20 Design Load(psf)si=b0 Roof Interior(1)- 19.9 -21.8 psf 19.4 -20.7 psf 18.6 -19.2 psfr, Roof Edge(2)• 19.9 -25.5 psf 19.4 -24.3 psf 18.6 -22.9 psf Roof Corner(3)• 19.9 -25.5 psf 19.4 -24.3 psf 18.6 -22.9 -sr Overhang Edge(2): -36.9 psf -35.8 psf -34.3 psf Overhang Corner(3)• -36.9 psf -35.8 psf -34.3 psf 2nd Floor Wall Interior(4): 21.8 -23.6 psf 20.8 -22.6 psf 19.5 -21.3 psf Wall Corner(5)• 21.8 -29.1 psf 20.8 -27.2 psf 19.5 -24.6 psf 1st Floor Wall Interior(4): 21.8 -23.6 psf 20.8 -22.6 psf 19.5 -21.3 psf Wall Corner(5). 21.8 -29.1 psf 20.8 -27.2 psf 19.5 -24.6 psf �ptE OF NEW r0 D f,yF, 9fi r � `a `��" 77• ,�� t�•Z`fir�t ROFESSIONP� SBS11032 Ward Shearwall Page 3 P.E.Robbins, Inc 8/22/2011 Tel:309-879-3258 1777 State Route 167 Fax:309-879-3256 Victoria, IL 61485 Sheathing Client. Signature Building Systems Client's SN: Ward Job Number. SBS11032 Roof Sheathing Component and Cladding Design Uplift Pressures(Net): Top Chord Species SPF Roof Interior(1)' 21.8 psf Truss Spacing 24 In Roof Edge(2); 25.5 psf Nail Length 2.375 in Roof Corner(3): 25.5 psf Sheathing Thickness 0.4375 in Penetration= 1.94 in Overhang Edge(2). 36.9 psf lbs/in penetration= 21 Overhang Corner(3): 36.9 psf Load Duration Factor 1.6 Withdrawal Value= 65 lbs Roof Required Spacing Edge Field Nail Diameter 0 131 in Roof Interior(1): 17.9 In c/c 6 12 in c/o Roof Edge(2)• 15.3 in c/c 6 12 in c/c Roof Corner(3): 15.3 in c1c 6 12 in c/c Overhang Edge(2): 10.6 in c/o 6 8 in c/c Overhang Corner(3): 10.6 in c/c 6 8 in c/o 2nd Floor Wall Sheathing Component and Cladding Design Pressures(Net): Wall Stud 2x6 Stud SPF Wall Interior(4): 23.6 psf Stud Spacing 24 in Wall Corner(5): 29.1 psf Nail Length 2.375 In Sheathing Thickness 0.4375 in 2nd Floor Required Spacing Edge Field Penetration= 1.94 in Wall Interior(4): 16.6 in c/o 6 12 in c/c lbs/In penetration= 21 Wall Corner(5): 13.4 in c/c 6 12 In c/c Load Duration Factor 1.6 Withdrawal Value= 65 lbs Nail Diameter 0,131 in 1 st Floor Wall Sheathing Component and Cladding Design Pressures(Net): Wall Stud 2x6 Stud SPF Wall Interior(4): 23.6 psf Stud Spacing 24 in Wall Corner(5)• 29.1 psf Nail Length 2.375 in Sheathing Thickness 0.4375 in 1st Floor Required Spacing Edge Field Penetration= 1.94 in Wall Interior(4): 16.6 in c/c 6 12 in c/c lbs/In penetration= 21 Wall Corner(5): 13.4 in cic 6 12 In c/c Load Duration Factor 1.6 Withdrawal Value= 65 lbs Nail Diameter 0.131 in � 0��E of nlCw o r �sF 577.1 U� Pent 0 S13S11032 Ward Shearwall Page 4 P.E. Robbins, Inc. 8/22/2011 Tel: 309-879-3258 1777 State Route 167 Fax: 309-879-3256 Victoria, IL 61485 Sliding and Overturning Due to Wind Client. Signature Building Systems Client's SN. Ward JOB NUMBER: SBS11032 Width 29.83 ft Length 54 ft Roof Height 8 ft 2nd Floor Wall Height 8 ft of NEW Total Distance 1st Floor Ceiling and 2nd Story Floor 1.9 ft Dr 1st Floor Wall Height 9 ft P MFr Depth 1st Floor to Sill plate 16 ft Overhang 16 in Roof Weight 10 psf 2nd Story Wall Weight 10 psf o� 2nd Floor Weight 10 psf 1 st Story Wall Weight 10 psf AAeFESSioNP�'�, 1 st Floor Weight 10 psf 2 "' Weight 2nd Story+Roof 45629 lbs Total Weight 76827 lbs "a"= 4 ft Coefficient of Friction 03 Withdrawal Shear Fastener #8 x 4"(,164"x4")Toe-screw 282 161 lbs End Zone Interior Zone -1193 1563 lbs -6861 7753 lbs 947 lbs —® �` 4342 lbs —rte 107 lbs613 lbs T � � 1711 lbs —® 7833 lbs -0. 1832 lbs 8387 lbs —01 Sliding Overturning Shear 2nd Story= 1144 lbs 2nd story Overturning Force= -14854 lbs #anchors required= 7.1 #anchors required= 52.7 Required Anchor Spacing= 283.0 in c/o Required Anchor Spacing= 12.3 in c/o Spacing Called Out= 24 in c/o Spacing Called Out= 24 in c/o Shear 1st Story= -11685 lbs 1st story Overturning Force= -17000 lbs #anchors required= 72.6 #anchors required= 60.3 Required Anchor Spacing= 27.7 in c/o Required Anchor Spacing= 10.7 in c/o Spacing Called Out= 24 in c/o Spacing Called Out= 24 in c/o SBS11032 Ward Shearwall Page 5 P.E.Robbins,Inc. 8/22/2011 Tel,309-879-3258 1777 State Route 167 Fax,309-879-3256 Victoria,IL 61485 Seismic Loads Client: Signature Building Systems Client's SN. Ward JOB NUMBER- SBS11032 8 Roof Height(ft) 8 2nd Floor Wall Height(ft) 1.9 Total Distance 1 st Floor Ceding and 2nd Story Floor(ft) 9 1st Floor Wall Height(ft) 1.6 Depth 1st Floor to Sill plate(ft) Width 29.83 ft Length 64 ft Roof Weight 10 psf w2= 22815 lbs 2nd Story Wall Weight 10 psf -- ------------ ------ 2nd Floor Weight 10 psf 1st Story Wall Weight 10 psf w1= 30359 lbs 1st Floor Weight 10 psf -- ------------ ------ wo= 23653 lbs W= 76827 lbs ASCE 7-05 12.14.8 Simplified Lateral Force Analysis Procedure Site Class D Ss 1.8 Fa= 1 ASCE 7-05 Table 11.4-1 R 6.5 SDs=2/3*FaSs= 1.200 F 1.1 Base Shear V=(F*SDs*W)/R= 15602 ASCE 7-05 Eq. 12.14,11 Fz=wz*V/W= 4633 lbs_� Fi=wj*V/W= 6165 lbs—� F0=wo*V/W= 4803 lbs _b �. Shear Moment OF MENS�p�� ko 1st floor 15602 lbs 173873 ft*lbs `' P DEM�.T 2nd floor 10798 lbs 41466 ft*lbs Roof 4633 lbs 0 ft*lbs v �� 3 Sliding Withdrawal Shear Anchor #8 x 4"(.164"x4")Toe-screw 282 161 lbs 1st floor 2nd Floor ysF 857 A #anchors required= 96.9 67.1 ROFESSIONP Required Anchor Spacing= 20.8 in c/c 30.0 in c/c Spacing Called Out= 16 in c/c 24 in c/c Overturning 1st floor 2nd Floor Overturning Force= 5829 lbs 1390 lbs #anchors required= 20.7 4.9 Required Anchor Spacing= 31 in c/c 131 in c/c Spacing Called Out= 24 in c/c 24 in c/c SBS11032 Ward Shearwall Page 6 P.E Robbins,Inc. 8/22/2011 Tel:(309)879-3258 1777 Slate Route 167 Fax:(309)879-3256 Victoria,IL 61485 Roof Design Client: Signature Building Systems Client's SN: Ward JOB NUMBER: SBS11032 Roof Roof Diaphragm Wind Height Roof Height 8.0 ft "a"= 4 ft 1 st Floor Wall Height 8 ft Top Chord Specific Gravity 0.42 Wall Height direction 1 54 ft --� 2707 —a Ridge Line ®------------------ 291.83 ft 945 7507 1638 direction 2 direction 1 direction 2 OPEN✓ rot V= 1843 lbs V= 4715 lbs umax= 34 plf Amax= 158 plf Chord Force= 254 lbs Chord Force= 2017 lbs Q F� 8d Nail 7/16"Sheathing Diaphragm Nail Spacing(Inches) a `" Tye plf boundary edge field Sys O blocked: 328.9 6 6 12 6 blocked: 437 4 6 12 p FES5101k blocked, 650.9 2.5 4 12 blocked: 740.6 2 3 12 direction 1 direction 2 unblocked 2185 plf unblocked 2967 plf In direction 1,the first 0.0 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 1,the middle 298 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in In direction 2, the first 40 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 In In direction 2,the middle 46.0 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in SBS11032 Ward Shoarwall Page 7 P E Robbins, Inc. 8/22/2011 Tel:309-879-3258 1777 State Route 167 Fax.309-879-3256 Victoria, IL 61485 Roof Design Client: Signature Building Systems Client's SN: Ward Job Number: SBS11O32 Roof Diaphragm Seismic Top Chord Specific Gravity 042 4 54 ft --� direction 1 1 Ridge Line 4633 lbs —0 ------------------ 29.83 ft direction 2 4633 lbs direction 1 direction 2 tE OF Nf1y y V= 2317 lbs V= 2317 lbs g�P P D,-4f opt vmax= 43 plf Vmax= 78 plf Chord Force= 320 lbs Chord Force= 1048 lbs 8d Nail 7/16"Sheathing r a Diaphragm Nail Spacing (Inches) Type plf boundary edge field tis blocked, 234.6 6 6 12 blocked: 312.8 4 6 12 R0 SSIOOP blocked. 464.6 2.5 4 12 blocked: 529 2 3 12 direction 1 direction 2 unblocked 156.4 plf unblocked 211.6 plf In direction 1,the first 0.0 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 1, the middle 29.8 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in In direction 2,the first 4.0 ft from each diaphragm end must be blocked with the following nail spacing: boundary 6 in edge 6 in field 12 in In direction 2, the middle 46.0 ft require no blocking and the following nail spacing boundary 6 in edge 6 in field 12 in SBS11032 Ward Shearwall Page 8 P.E.Robbins,Inc. 8/22/2011 Tel,309-879-3258 1777 State Route 167 Fax 309-879-3256 Victoria, IL 61485 Roof Diaphragm Chords: Client: Signature Building Systems Client's SN: Ward Job Number: SBS11032 54 ft direction 1 Ridge Line Parallel ------------------ 29.83 ft direction 2 Perpendicular Chord Forces Perpendicular Diaphragm Chord: 2017 lbs (Total Shear*Length(L))/8/Diaphragm depth(W) Parallel Diaphragm Chord, 320 lbs Connector Plate= M20 3x6 Connector Plate= 3 (inches width) Material: 2x6#2 SPF Connector Plate= 6 (inches length) Number of fully effective members. 1 Tension= 1126 lbs/inch/pair Load Duration 1.6 holding= 167 psi NDS Design Ft= 585 PSI holding Increase= 1.6 NDS"E"= 1.40E+06 psi width b= 1.5 inches effective b= 1.5 depth d= 5.5 inches Chord Area= 826 Allowable Tension Load= 3378 lbs(area*Ft*1.6) Perpendicular Diaphragm Chord Requirement: Option 1: 1 2x6#2 SPF chord(s)with M20 3x6 plate to both faces of all chord splices Option 2: 1 2x6#2 SPF chord(s)with M18HS 3x10 plate to both faces of all chord splices Option 3. 1 2x6#2 SPF Fascia or Edge Rail with 14"2x6#2 SPF glue block centered on each splice with 100%PVA glue contact and fastened with(12).131"x 3"nails or 7/16"x 2 5"x 15 guage staples total. Parallel Diaphragm Chord splice requirement across marriage line: Option 1: Strap Requirement=> ONE SIMPSON LSTA18 Option 2: Use a 24"x 24"x 7/16"OSB Panel centered across marriage line attached with 100 psi structural adhesive with 80%coverage and same fastening as shear wall requirement. Note. When using top plates as perpendicular diaphragm chord,blocking shall be inserted between the roof sheathing and the top plates. It shall be nailed at the same spacing as the diaphragm boundary nailing and the block shall be doubled when required. Adequate toe-nails or other fasteners shall be added as required to connect the block to the double top plate to transfer the shear loads. When applicable see"Diaphragm Truss Connection"detail for alternate Toe-screwed connection in place of blacking. OF NEW r09 5��P DMF T� r 0 � ROFESSIO�P4�� J''�3_rt SBS11032 Ward Shearwall Page 9 P.E.Robbins,Inc. 812212011 Tel:309-879-3258 1777 State Route 167 Fax,309-879-3256 Victoria,IL 61485 Reserved tP'C OF NEW Yo? De V 0 FQ 4� �FESSIONP SBS11032 Ward Shearwall Page 10 P E Robbins,Inc 8/22/2011 Tel 309-879-3258 1777 Slate Route 167 Fax 309.879-3256 Victoria,IL 61485 2nd Story Shear Wall Client:Signature Building Systems Client's SN.Ward Job Number.SES11032 2nd Floor Wall Height a ft Specific Gravity 0.42 a— 54 ft direction 1 Ridge Line _____ Parallel --'—' 291.63 It i direction 2 Perpendicular Wind direction 1 Shear From Roof Diaphragm 2328 Itis Moment= 18624 fl'Ibs Shear Well Length 10 it Tie-Down= 1862 lbs Unit Shear 233 plf direction 2 Shear From Roof Diaphragm 4490 lbs Moment= 35920 ft'Ibs Shear Well Length 114 it Tie-Down= 3161 lbs Unit Shear 394 pit Wind Shear Wall Value Adjusted for Specific Gravity 8d Nail 7116"Sheathing Nall Spacing(Inches) Edge Nail Spacing direction 1= 6 in c/c Type if edge field blocked: 308.2 6 12 Edge Nall Spacing direction 2= 4 in c/c blocked. 450.8 4 12 blocked. 579.6 3 12 '"Note ff No Good See Glued Shear Waft" blocked 754.4 2 12 Seismic direction 1 Shear From Roof Diaphragm 2317 lbs Moment= 18532 ft'Ibs Shear Wall Length 10 it Tie-Down= 1853 lbs Unit Shear 232 plf direction 2 Shear From Roof Diaphragm 2317 lbs Moment= 18532 ft'Ibs Shear Wall Length 11.4 ft Tle-Down= 1626 lbs Unit Shear 203 pit Seismic Shear Wali Value Adjusted for Specific Gravity 8d Nall 7116"Sheathing Nail Spacing(Inches) Edge Nall Spacing direction 1= 4 In cle 1; OF NEW y Type If edge field 1P Op blocked 220.8 6 12 Edge Nail Spacing direction 2= 6 In Go 5 ¢" D SMF y \ blocked. 322 4 12 blocked. 414 3 12 Nofe:If No Good See Glued Shear Wall blocked* 5382 2 12 � t Shear Wall Tie Downs Required at each end of Shear Wall Segment Direction 1 Tie-DownStrap Load(lbs) Quantity Simpson CMST12 92361 (off Sim son CMST14 6490 1 Sim son MUTC751 56601 1 FES Direction d Direction 2 Tie-Down Strap Load(lbs)I Quantity Simpson CMST1121 9236 1 Simpson CMST14 64901 1 Simpson MSTC781 66601 1 Lateral Design Load of fastener governing Unit shear 394 plf Type,.131"x2.376" 12o lbs face nailed fastener alternate 1 governing Drag Strut Load 151 plf .131"x 3.6" 110 lbs toe-nalled fastener alternate 2 #e x 4,6"Toe-Screw 125 lbs screwed fastener alternate 3 Fasten perpendicular shear wall to shear truss or gable end shear wall and shear wall to floor band: Alternate 1• Lap shear wall sheathing onto truss bottom chord 3"with(2)rows of nails at 6 Inches c/c Alternate 2. Truss Toe-nailed(atop of shear wall with.131"x 3.5'toe-nails al 8 inches c/c Alternate 3: Double top plate screwed to truss bottom chord#8 x 4 5'Toe-Screw screws at 8 inches c/c Optional Marriage wall to Marriage Wall Connection using FastenMasler HeadLok 6"screws on both ends of House Total#Screws= 10 Optional Spacing= 9 in c/c SM 1032 Ward Shearwall Page 11 P E Robbins,Inc. 8/22/2011 Tel,309.879-3258 1777 State Route 167 Fax*309-879-3256 Victoria,IL 61485 Glued Shear Wall Design (Perpendicular Wali) Client Signature Building Systems Client's SN, Ward JOB NUMBER: SBS11032 House Area: Shear walls located at ends of house Maximum shear at(V)= 4490 lbs(at Gable End) Shear Wall Design Parameters Wall Height(h)= 8 feet Shear Wall Width(d2)= 11.4 feet Panel thickness= 0.438 inches Panel Type= 8d Nail 7/16"Sheathing Panel Shear through the Thickness(Fvty)= 57 lbs/inch shear resisting panel length Cg Adjustment for Fvtv= 2.9 Adhesive=PVA Glue Adhesive Design Value= 100 psi ReportAB96-41MH Abisko Manufacturing Shear Wall Chord Stud Material=2x6 Stud SPF Stud width= 1,5 inches Stud Depth= 5.5 inches Stud Quantity each chord= 2 Stud Tension Value= 350 psi Stud E= 1,20E+06 psi Sheathing Load Duration Factor= 1 Shear Flow f=VQ/1 Shear Flow for Diaphragm Boundaries at Diaphragm Chord Location' Effective Area of Diaphragm chord(A)= 16.5 square inches Wall Stud breadth b= 5 5 inches Wall Stud depth d= 3 inches T1 Shear Wall Width(d2)= 114 feet Id d2= 136 6 inches d1= 130.8 inches T2 Q=Area`(y distance to 0) Q= 1128.6 inA3 di O z d2 Moment of Inertia I=1/12(bd2A3)-1/12(bd1A3) 1= 147720 inA4 Shear Flow f=VQ/1= 34.3 pit 412 pif Sheathing Shear Capacity= 165 ph 1984 plf T1 Adhesive Shear Capacity= 150 pit 1800 plf a b >V\ (Adhesive capacity based on 50%coverage) Wall Sheathing Studs at Shear Wall Edges – Check Shear Flow f—to the minimum of the sheathing or adhesive capacity. OK OF NEW^ Shear Wall Maximum Moment(M=V`h)= 35920 (t-lbs PCE Shear Wall Chord Tension/Compression(T=M/d2)= 3151 lbs 5 P, DEM �r Unit Shear(v)= 394 plf Check Shear Wall Chord Capacity. LDF for Chords= 1.6 Allowable Tension= 9240 lbs OK c, cc Allowable 2 Check Shear Wall Deflection yd'FO Deflection(VhA3/3EI)= 0.007 inches A P SS1O� Attach Sheathing to all wall studs with adhesive coverage of 80%and 7116"x 1.5"x16 gauge staples m or,113"x 2.375"nails at 3"c/o at all panel edges and 6"c/c in the panel field area In place of lapping sheathing 3"and attaching with adhesive and staples as specified for the shear wall. 48 x 4"screws required per foot to attach bottom plate to floor band rails= 3.16 Screws/foot .131"x 3.5"nails required per foot to attach bottom plate to floor band rails= 3.00 Nails/foot SDS 1/4"x 4 5"screws required per foot to attach bottom plate to floor band rails= 1.17 Screws/foot SBS11032 Ward Shearwall Page 12 P.E.Robbins,Inc, 8/22/2011 Tel:309-879-3258 1777 State Route 167 Fax,309-879-3256 Victoria,IL 61485 2nd Floor Diaphragm Client: Signature Building Systems Client's SN. Ward Job Number: SBS11032 2nd Floor Wali Height 8 It Floor Gap 1.9 ft - 1st Floor Wall Height 9 It "a"= 4 ft Floor Joist Specific Gravity 0.42 Wind �-- 54 ft —� direction 1 5702 lbs—a 29.83 ft direction 2 10026 lbs direction 1 direction 2 V= 2851 lbs V= 5013 lbs Vmax= 53 plf vme%= 168 plf Chord Force= 394 lbs Chord Force= 2269 lbs 10d Nail 19/32"Sheathing direction 1 Diaphragm Nail Spacing(Inches) Boundary 6 in c/o Type pit boundary edge field Edge 6 in c/o blocked: 4117 6 6 12 blocked: 547.4 4 6 12 direction 2 blocked: 823.4 25 4 12 Boundary 6 in c/c blocked- 940.7 2 3 12 Edge 6 in c/c Seismic 54 ft IS.OF NEW ko direction 1 `� 5 P Df,�F` Pf 6165 lbs— 29.83 It QQ bl direction 2 6165 lbs direction 1 direction 2 `fF 6857�'� V= 3083 lbs V= 3083 lbs A vmsx= 57 plf vmax= 103 plf R�FESSI0 �� Chord Force= 426 lbs Chord Force= 1395 lbs 10d Nail 19132"Sheathing direction 1 Diaphragm Nail Spacing(Inches) Boundary 6 in c/o Type pif boundary edge field Edge 6 in c/c blocked: 294.4 6 6 12 blocked: 391 4 6 12 direction 2 blocked, 588.8 25 4 12 Boundary 6 In c/o blocked 671 6 2 3 12 Edge 6 in c/o Diaphragm Chords Governing Chord Force= 2269 lbs Load Duration Factor= 1 6 #of Rails Width Length Area Ft 2x10#2 SPF 1 1.5 9.25 13.875 495 10989 lbs OK SSS11032 Ward Shearwall Page 13 P E Robbins,Inc 8/22/2011 Tel,309-679-3258 1777 Slate Route 167 Fax.309-879-3256 Victoria,IL 61485 1st Story Shear Wall Client:Signature Building Systems Client's SN:Ward Job Number SBS11032 1st Floor Wall Height 9 it Specific Gravity 0.42 4— 54 fl—> direction 1 t _____ Ridge Line Parallel --- 2983 It direction 2 Perpendicular 1 Wind direction t Shear From 2nd Story Shear Wall 2328 lbs Moment= 46611 fl'Ibs Shear From 2nd Floor Diaphragm 2851 lbs Tie-Down= 2331 Ins Shear Wall Length 20 It Unit Shear 259 pif direction 2 Shear From 2nd Story Shear Wall 4490 lbs Shear From 2nd Floor Diaphragm 2235 lbs Moment= 60525 ft'ibs Shear Wall Length 57 it Tie-Down= 10618 lbs Unit Shear 1180 plf Wind Shear Wall Value Adjusted for Specific Gravity 8d Nall 7/16"Sheathing Nall Spacing(Inches) Edge Nail Spacing direction 1= 6 in c/o Tye plf edge field blocked: 308.2 6 12 Edge Nall Spacing direction 2= No Good in c/c blocked: 450.8 4 12 blocked: 5796 3 12 "Note:If No Good See Glued Shear Wall•• blacked, 7544 2 12 Seismic direction 1 Shear From 2nd Story Shear Wall 2317 lbs Shear From 2nd Floor Diaphragm 3083 lbs Moment= 48593 It'Ibs Shear Wall Length 20 it Tle-Down= 2430 lbs Unit Shear 270 plf direction 2 Shear From 2nd Story Shear Wall 2317 lbs Shear From 2nd Floor Diaphragm 3083 lbs Moment= 48593 ft'Ibs Shear Wall Length 20 it Tie-Down= 2430 lbs Unit Shear 270 pif Seismic Shear Wall Value Adjusted for Specific Gravity 8d Nail 7116"Sheathing ! Ci NEi,y yo'X Nail Spacing(Inches) Edge Nall Spacing direction 1= 4 in c/o p Type 21f edge field 5� P• DER, , blocked: 2208 6 12 Edge Nail Spacing direction 2= 4 In c/o blocked 322 4 12 Uqr _ ' �► blocked 414 3 12 -Note:If No Good See Glued Shear Wall"` blocked. 5382 2 12 Shear Wall Tie Downs Required at each end of Shear Wall Segment Direction 1 Tie-Down Strap Load(Ibs) Quantity "F Sim sonSTHD14RJ 6786 1 y'f'F 571- RDS06153 Strap Delaill 4158 1 Simpson STHDBRJ 3195 1 'OROFESS100- Directlon 2 Tie-Down Strap. Load(lbs) Quantity Simpson STHD14RJ 57851 2 RDS06153 Strap Detail 41581 3 Simpson STHD8RJ 31951 4 Lateral Design Load of fastener governing Unit shear 1180 pif Type, .131"x 2.376" 120 lbs face nailed fastener alternate 1 governing Drag Strut Load 225 pif .131"x 3.5" 110 lbs toe-nailed fastener alternate 2 #8 x 4.5"Toe-Screw 126 Ibs screwed fastener alternate 3 Fasten perpendicular shear wall to shear truss or gable end shear wall and shear wall to floor band, Alternate 1. Lap shear wall sheathing onto truss bottom chord 3"with(2)rows of nails at 2 Inches c/o Alternate 2.Truss Toe-nailed to lop of shear wall with A31"x 3.5"toe-nails at 4 Inches c/c Alternate 31 Double lop plate screwed 10 truss bottom chord 48 x 4.6"Toe-Screw screws at 6 inches c/o Optional Marriage wall to Marriage Wall Connection using FaslenMasler Headl-ok 6"screws on both ends of House Total#Screws= 32 Optional Spacing= 12 In c/o S13S11032 Ward Sheamd Page 14 P E.Robbins,Inc 8122/2011 Tel 309-879-3258 1777 State Route 167 Fax 309-879-3256 Victoria,IL 61485 Glued Shear Wall Design (Perpendicular Wall) Client Signature Budding Systems Client's SN Ward JOB NUMBER: SBS11032 House Area: Shear walls located at ends of house Maximum shear at(V)= 6725 lbs(at Gable End) Shear Wall Design Parameters Wall Height(h)= 9 feet Shear Wall Width(d2)= 14.75 feet Panel thickness= 0.4375 inches Panel Type= 8d Nail 7/16"Sheathing Panel Shear through the Thickness(Fvty)= 57 lbs/inch shear resisting panel length Cg Adjustment for Fvtv= 2.9 Adhesive= PVA Glue Adhesive Design Value= 100 psi Report AB96-41 MH Abisko Manufacturing Shear Wall Chord Stud Material= 2x6 Stud SPF Stud width= 1.5 Inches Stud Depth= 5.5 inches Stud Quantity each chord= 2 Stud Tension Value= 350 psi Stud E= 1 20E+06 psi Sheathing Load Duration Factor= 1.33 Shear Flow f=VQ/1 Shear Flow for Diaphragm Boundaries at Diaphragm Chord Location, Effective Area of Diaphragm chord(A)= 16.5 square inches Wall Stud breadth b= 5 5 inches Wall Stud depth d= 3 Inches T1 Shear Wall Width(d2)= 14 75 feet d d2= 177 inches dl= 171 inches T2 Q=Area'(y distance to 0) Q= 1460 25 InA3 d1 z d2 Moment of Inertia I=1/12(txl2A3)-1/12(bd1^3) I= 249802 inA4 Shear Flow f=VQII= 39.3 pit 472 plf Sheathing Shear Capacity= 220 pll 2638 pif Ti Adhesive Shear Capacity= 150 pli 1800 pif b b"I\ (Adhesive capacity based on 50%coverage) Wall Sheathing Studs at Shear Wall Edges Check Shear Flow f—to the minimum of the sheathing or adhesive capacity OK Shear Wall Maximum Moment(M=V'h)= 60525 ft-lbs ��OF NELy Y Shear Wall Chord Tension/Compression(T=M/d2)= 4103 lbs qP 0 Unit Shear(v)= 456 plf D e��FT F( Check Shear Wall Chord Capacity: LDF for Chords= 1.6 Allowable Tension= 9240 lbs OK r-- 0 Check Shear Wail Deflection: ys p 1 Deflection(VhA3/3EI)= 0.009 inches F Op OrESS1ONP� � 2 �i Attach Sheathing to all wall studs with adhesive coverage of 80%and 7/16"x 1 5"x16 gauge staples or.113"x 2 375"nails at 3"c/c at all panel edges and 6"c/c in the panel field area. In place of lapping sheathing 3"and attaching with adhesive and staples as specified for the shearwall #8 x 4"screws required per foot to attach bottom plate to floor band rails= 3.65 Screws/foot ,131"x3.5"nails required per foot to attach bottom plate to floor band rails= 3,48 Nails/foot SDS1/4"x4 5"screws required per foot to attach bottom plate to floor band rails= 1,36 Screws/foot SBS11032 Ward Shearwail Page 15 P.E.Robbins,Inc. 8/22/2011 Tel:309-879-3258 1777 State Route 167 Fax.309-879-3256 Victoria,IL 61485 1st Floor Diaphragm Client: Signature Building Systems Client's SN: Ward Job Number. SSS11032 1 st Floor Wall Height 9 ft "a"= 4 ft Floor Joist Specific Gravity 0.42 Wind 54 ft —b direction 1 1 2467 lbs—P 29.83 it direction 2 4338 lbs direction 1 direction 2 From 2nd Shear Wall 5179 lbs From 2nd Shear Wall 6725 lbs V= 1234 lbs V= 2169 lbs vmax= 119 plf vmax= 298 plf Chord Force= 528 lbs Chord Force= 2503 lbs 10d Nail 19/32"Sheathing direction 1 Diaphragm Nail Spacing(Inches) Boundary 6 in c/c Type pif boundary edge field Edge 6 in c/c blocked: 411.7 6 6 12 blocked: 5474 4 6 12 direction 2 blocked: 823.4 2.5 4 12 Boundary 6 in c/c blocked: 940.7 2 3 12 Edge 6 in c/c Seismic 54 ft ° direction 1 ZE Of NF.w Y 4803 lbs --® 2983 ft y�vla Dfe41 0Rf A� direction 2 4803 lbs direction 1 direction 2 �4cc cli From 2nd Shear Wall 5399 lbs From 2nd Shear Wail 5399 lbs V= 2402 lbs V= 2402 lbs y`rE0 O '1 vmax= 144 pif `/max= 262 plf A p FESSI Chord Force= 704 lbs Chord Force= 2309 lbs 10d Nail 19/32"Sheathing direction 1 Diaphragm Nail Spacing(inches) Boundary 6 in c/c Type plf boundary edge field Edge 6 in c/c blocked: 294.4 6 6 12 blocked: 391 4 6 12 direction 2 blocked, 5888 2.5 4 12 Boundary 6 in c/c blocked, 671 6 2 3 12 Edge 6 In c/o Diaphragm Chords Governing Chord Force= 2503 lbs Load Duration Factor= 1.6 #of Rails Width Length Area Ft 2x10#2 SPF 1 1,5 9.25 13,875 495 10989 lbs OK SSS11032 Ward Shearwall Page 16 P.E. Robbins, Inc. 8/22/2011 Tel, 309-879-3258 1777 State Route 167 Fax: 309-879-3256 Victoria, IL 61485 Sill and Pier Connections Client, Signature Building Systems Client's SN: Ward JOB NUMBER: SBS11032 432 lbs Sill Plate to Pier 1 Governing Shear at Sill Plate= 93 plf 186 lbs Overturning Moment at Sill Plate= 108 pif4„ Pier Spacing= 4 ft Shear per Pier 186 lbs T/C per Pier due to overturning moment 432 lbs Sill Plate SYP Shear Withdrawal Fastener 5/8"x 8"Anchor Bolt w/2"x 2"x 0.125"washer 928 1648 lbs/Fastener Fasteners per Pier= 1 Interaction Equation 0.46 <=1 OK Pier Design - (LFRD) 298 lbs � OF NEjy y 9 41t T T� 48 in a C, pROFESSIONPN, ®•L"�"�f Rebar= #4 Rebar per pier= 1 Area= 0.20 int Fy= 60 ksi Shear and Tension Resisted by Rebar= 10800 lbs Shear in Rebar OK Moment= 1191 ft*Ibs Strip of Concrete in Compression = 1 in Tension/Compression= 4084 lbs Tension in Rebar OK Area of Concrete= 16 int f'c= 3000 psi Strength of Compression Block= 30600 lbs Concrete OK Required Soil Bearing Capacity= 397 Ibs/ft2 minimum For Continuous Crawl Space Foundation Wall, Space Rebar at 4 ft c/c SBS11032 Ward Shearwall Page 17 P E Robbins,Inc 8/2212011 Tel:(309)879-3258 1777 Slate Route 167 Fax.(309)879-3255 Victoria,IL 61485 Lag Screw to Sill Plate Option in Place of Straps Client: Signature Building Systems Client's SN: Ward JOB NUMBER: SBS11032 Single/Double SYP Slit Plate Single Sill Plate Required Tle-down force= 10618 LBS Total#of LSTA18 Straps= 10 option 1:Simpson SDS 1/4"x 6"Screw= NA 430°I Option 2:OI Log F6 Screw= NA Fastner Option 3:3/8"x 7"Lag Screw=I NA \\�� GABLE END WALL I I...' I...,t t... 41 I4tTotal#Simpson LSTA18 Straps Attached with(14).146'kl 1/2"Nails Applied Directly I to Studs and Ed a Rail Each Strap Corner I i Rim band o 0 ® e I l II a—Sill Plate Double Sill Plate 4 0 518"x8"Anchors 6"to 10" I' 130° 28"to 30" Fastner "Start 6"from Corner then 3"-CIC with 7 Screws MAX PER SIDE." Screws shall be placed on the gable end wall or the side wall or both. -STRAPS SHALL BE NAILED TO STUDS OR GLUE BLOCKS.- 3 3/4"±1/16" "STRAPS&SCREWS SHALL BE PLACED TOGETHER- —Rimband shall be optionally sheathed under straps.Sheathing shall not exceed PtE OF NEW yo 3/4"thickness and shall have a compression capacity of 350 psi."" `�� N. DC4j �f Straps shall be eliminated when sheathing Is lapped a minimum of 4 625" onto the rimboard and glued to both the nmboard and studs above with a 100 psi structural adhesive with 80%c r 1 foot of continuous sheathing for every 2000 lbs of uplift load �� 4r4j tis�o p FES510NP4 �,2 End Shear Wall Tie-Down Straps(Stud to Rim) Plaid Installed Toe-Screws Perimeter Side Rim Bands Perimeter End Joists t II(1 ® ® ® ® ® 0 11 Min.(1)Pressure Treated SIII"(NO SPLICE WITHIN 48"OF CORNER)" Min.1/2"Rebar w/12"End Nook.First Anchor (1)Vertical min.1/2"Rebar In Each Coll only as required 6"to 10"&Second Anchor 28"to 30"from Corner,then 48"O/C Outside Corner Area. Min.618"x8"Anchor Bolt w/2"x2"x118"Washer.First Anchor 6"to 10"& Second Anchor 28"to 30"from Corner,then 48"OIC Outside Corner Area. Brick or Block curtain Wall ® ® 8"x8"x16"Concrete Block Piers "[Cells with Rebar Shall be Filled Solid with Concrete]"' 24"x 10"Concrete Fooling Continuous SBS11032 Ward Shearwall Page 18 PE ROBBINS 1777 State Route 167 ® Victoria, Illinois 61485 R A Ne ig 1¢6_ atrkAILI noxa. .0' imp rIM.,_(R, .k,) �'! (L.ti50 1r. .fig If _ P. ccfi� j i a is M i.0r 11._ E 0 �rJE y 1 th. I as !� --v-,!_7 a a h i A%e M&Mow wil 13 _ A I 1 1; !� ' —A nom_ a(� SJa a r !1 e o fid._ _ .Sh eitWaJ 1-.-. fn th sr bs V= (10). .p Led.co'e it ie, Glomi levy3 a L-3 AS It.y -$A uw �► 'sem rrla33 I. =_l .3 .,...... ..,ie...® .�. .�.,. s� C s)-1sc a..1. s_ _._._ _�.__.. ..�,..__, Uri !ate r= .�o � •� ... ..t ....t- __ (309) 879-3258 ®Fax (309) 879-3256 Ed Robbins Email:ed@perobbins,com Customer S' ne4f-tyre Tim Robbins Email:tim@perobbins.com Job# M11032 11632 Phil Robbins Email:phil@perobbins.com Josh Johnson Email:josh@perobbins.com page q of 2 Tom Robbins Email:tom@perobbins.com PE ROBBINS INC 1777 State Route 167 a Victoria, Illinois 61485 1 _ r� ,r it I yt - V.d aph A`l)AId - —__.fid rd— If d �s s � s - ,. d s�1► � .n; 141 diNw. a23s_ fa q 161 d. -It 80 pig _ _ 3 7 0-t4,- _ _i�. .p .tna �� • 6725') IV,6Ub I.�,� ". i.�. Sh _ -.I.._ s. 5.'TI Si A4 SLA-D- ay 4A -PI _ ►' �D .rna •.� q -7.�� lbs � "�� !• �� " �� .. o ass.oNa .�O' � �( I - (309) 879-3258 ®Fax(309) 879-3256 Ed Robbins Email: ed@perobbins.com customer i®nwbure, Tim Robbins Email:tim@perobbins.com Phil Robbins Email:phil@perobbins.com Job# SOS 1103 1 Josh Johnson Email:josh@perobbins.com 2 v Tom Robbins Email: tom@perobbins,com page of 2 d 13'-11' 6'-1112' 6'-11112' 39'•6'12" 12'- 14' 9314° 19'•10112' TW3052.2 5'•611116' 9'$13116° 4'g° 51/2' 0'-5112' 4° 9'•7112° 1112' TW2052 I TW3052-2 b yN m -------- VSB42 E42 O' �y O ISI o� D 112'CT r a 9-7114' Z o me d (2)2-0 2'6 c 0 DROPED HEADER a RAILING SUUPLIED ON SITE 0 m b m I 21 112'X9114'LVL NIITH 112'%9'STEEL FLITCH PME IN CEILING AND FWG 60611 FWG 60611 L AND FLOOR ABOVE AND IN EACH MODULE,FLUSH CEILING a MODULE OUTLINE b m� w 585(1032 WALL SITE BUILT m Y W Glued Shear Wall or Sheath 6ofk sides w/ 7/16"Skeathlny gd /Jails le 9-3 Edge Spacing V N m Shear Wall ii.Tie-Down (2740 161) o a Tie-Down('630 I61} oy $ ?a A Tie-Down(10,600 1(a5) m CRR`s9c^ o TW3052 R7 GF") q TW2052 TW3052 TW2052 � y 5. 19'$' WITH TRAN OMS ABOVE Y ,T 5-0112' 10'-3' y- �p ) )I Nr �Ot 1f 0 � ER / `!�)- PROJECT NAME BUILDER: F IO:5T Fl-D 0 p OWN BY M DATE NOTE TO BUILDER WARD LONG ISLAND MODULAR HOMES TWO STORY 1� /� N — _ _ THESEPIMSHAVEeEENLREATFOPERYOUR SHEETS Z REOUP EMENTS DUE TOT UWSPORTATIONAAO[ODE PROJECT SITE ADDRESS, o REDUIREMENTS THEY MAYHAVE CHANGESWHICHIMY S/gl29fUre/l'ul/r�/r/�./.Cems a`l�f�.Lt,C OWN BY. TLM AFFECT YOUR DESIRED REOUIREMENTS KEASE 500 NORTH BROADWAY PROJ ID# CHECKED BY. - w R-wIEWTI¢PLANSANDIFACCEPTASUESIGNDEUDW 1004SPRINGBROOKAVENUE,MOOSIC•PA18507 JERICHO,NY.11153 SERIALx -- x BURDERSSIDNATURE lel 570 774-1000 Fax 570 774-1010 DATE, 12105108 DATE ( ) ( I Y 13'•11' 39'6112' 7'•1' V-4112' 10'-10112° 4' 11-611 5112' T-7" TW304fi 2 11'-312' jF 4" 8'-0' 4' 4'-7112' 3' b TW2052 6'4 3/8' 9'-9 516' 5'•6'KNEE WAIL 11'-10' 4' 3'-6' VSB 27 VSB 27 OB15 -7 TW3046-2 70*CT O 2 n - � I y m L- m 13*-r 2 2 (2)2.6 N� 0 w � 4'-Y KNEE WALL I pf-TKNEEWAL,2-6 4-9'„ 4- 512' Ti S 512' 2'.9' 19'h' 5851103 a o ��-------/ Shear Wall O \ / 71e-Down(11Ao 16s) \ / Q lie Down 3151 Ibs) 0. / \ FIT �7 / \ m z ;t 32 0 - 3 2E TW2046•TW3046-T 10'-1' 4' 8. W2 < WITH?7' OMSA60VE046 2 y�ny�a0 �6 7 5'•212' 1, V-2112' N 10'-5 ER PROJECT NAME' BUILDER 'SECOND FLOOR PLAN DWN BY # DATE y _ _ NOTE TO BUILDER WARD LONG ISLAND MODULAR HOMES TWO STORY Z THESEPUWSNAVEBEENCRETEDPERYOUR PROJECT SITE ADDRESS' SHEET$ 3a O REQUIREMENTS,DUE TOTRANSPORTATICNAND CODE ': S1onaktreG''u�ldii7g5y>' 7>o�p/�.��t✓ DWN BY TLM N REOUIRF1dENTSTHEYA".4YHAVE CHANGES NHIOH MAY 500 NORTH BROADWAY PROJ ID# > AFFECTYOUR0 SIREDflEOUIR-FniENTSPLEASE 10D4SPRINGBROOKAVENUE,MOOSIC,PA18507 JERICHO,NY 11753 SERIAL#, — CHECKED BY. — REVIEW THEPLANSANOIFACCEPTABLESIGNBELLOW lel.570 7741000 Fax.57 DATE 12/05/08 BORDERS SIGNATURE ( ) ( 0)774-1010 CATS o� o II II ' I ILI I TI m El s� � o a v Z NOTE: CEDAR SIDING AND ALL ARCHITECTURAL WORK SUPPLIED AND INSTALLED ON SITE PROJECT NAME BUILDER FRONT ELEVATION DWN BY q DATE Fur �ee WARD LONG ISLAND MODULAR HOMES TWO STORY S � t y#5�71.�ture ZJdeq.1stem,off't1 !LC PROJECTSITE ADDRESS DWN.BY TLM N H.+."�'•a==ri:t C�O, YBROADWAY SERIAL _ CHECKEDBY J500 ER — 0 1004SPRINGBROOKAVENUE,h100SIC,PA18507 GATE. 12/05108 E,�,,;.�. �'` tel(570)774-1000 Fax(570)774-1010 a ® ®® ® 10 90 KT v- ® ®� RIGHT SIDE Tfll REAR ELEVATION NOTE•CEDARSIDING AND ALL ARCHITECTURAL WORK SUPPLIED AND INSTALLED ON SITE ELEVATIONS �p 9,l NOTE TO SULLDER (� Sa OLUAT10NMOM M yNOT EEATRUE RURE5LMATION UT RE MOUSEYJRCRASEO RIEASESEES&ESOMER RT 'fl FOA SEIECTiONSCROSEN On 0 &BOERS SIGNATURE �- OATE � ER PROJECT NAME BUILDER OWN BY ELEVATIONS # DATE :`•��'st=3.�"?�stCs�yF WARD LONG ISLAND MODULAR HOMES NI/0 STORY ZSg��turcAJdhgS/sten;zofpA,I.GC SHEET# 5 0 + •- PROJECT SITE ADDRESS rn k;,,,+,',+;,;'{,i. OWN BY TLM ,+ '�.. 1004 SPRINGBROOK AVENUE,MOOSIC,PA 18507 SOONORTH BROADWAY PROD ID CHECKED BY JERICHO,NY 11753 SERIAL#. — tT- r E^^Pn•T%'-+"=• lel-(570)774.1000 Fax(570)774-1010 DATE: 12105/08 ,;2 S�h� �iz'ni 54� \ 6 5Y5 M 5 - � J 1004 5princjbrook Avenue, Moosic, f a, 18507 e1, ( 570) 774-1000 Fax, C 570) 774-1010 GARAGE NOTES -�- 1 GARAGE SHALL BE PROVIDED WITH AT LEAST ONE RECEPTACLE. APPLICABLE STATE BUILDING CODES: GENERAL NOTES. 2.ALL GARAGE SHALL BE GFCI PROTECTED INCLUDING THE ONE INSTALLED ON CEILING RESIDENTIAL CODE OF NEW YORK STATE- DESIGN LOADS: 1 WATER HEATERS IN ENCLOSED COMPARTMENTS ARE TO BF IMS iALLED PER MANUFACTURERS SPECIFICATIONS A. ATTACHED GARAGE 2010 EDITION 2. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE OR ABLE, NY ENERGY CONS.CONSTRUCTION CODE- LIVE LOADS RECIRCULATING FILTERING HOOD(MIN 100 CFM)MAY BE StiBSTIT UTED IF THERE IS A MINIMUM OF 4%NATURAL 1.ATTACHED GARAGE SHALL BE SEPARATED FROM DWELLING AND ITS ATTIC BY MEANS OF 518"GYPSUM BOARD NON SLEEPING AREA-40 PSF VENTILATION IS PROVIDED INSTALLED ON GARAGE SIDE AND 1/2"TYPE"X"GYPSUM BOARD INSTALLED ON OPOSITE SIDE. 2010 EDITION SLEEPING AREA-30 PSF 3 EACH DWELLING SHALL HAVE AT THE PRIMARY,LOCATION i$rvU,IN ENTRANCE DOOR.THIS DOOR SHALL BE BOTH 2008 NATIONAL ELECTRICAL CODE SWING TYPE AND 36"W x 80"H(MINIMUM) . 2.A DOOR BETWEEN DWELLING AND GARAGE SHALL BE A MINIMUM 13/4"SOLID CORE OR EQUIVALENT. EXTERIOR BALCONIES-60 PSF 4.KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE S iiPPED LOOSE AND/OR FURNISHED AND 3.GARAGE FLOOR SHALL BE A MINIMUM 4"BELOW THE FLOOR IN A DWELLING. USE GROUP: STAIRS-40 PSF* INSTALLED ON SITE BY BUILDER PB. DWELLING ABOVE GARAGE 1 2 FAMILY DWELLING - `OR 300 LB CONCENTRATED LOAD ACTING OVER AN AREA 5 ROOF SHINGLES ARE FACTORY INSTALLED EXCEPT AT RIi;;-E AND HINGE POINTS OF ROOF WHICH IS FACTORY FURNISHED 1.GARAGE MAY HAVE HABITABLE SPACE ABOVE,AND IF IT DOES GARAGE SHALL BE SEPARATED FROM DWELLING CONSTRUCTION CLASSIFICATION OF 4 SQ.IN.WHATEVER PRODUCES GREATER STRESSES. BUT FIELD INSTALLED BY BUILDER SHINGLES MAY BE FURE,,I1HED BY BUILDER AND FIELD INSTALLED. BY A RATED FLOOR/CEILING ASSEMBLY RATED FOR ONE HOUR.WALL SUPPORTING RATED ASSEMBLY WOOD FRAME 6 HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT MAY BE DONE IN FIELD IF DONE SHALL HAVE EQUAL RATING AS THE ASSEMBLY BEING SUPPORTED(EXCEEDS THE REQUIREMENT SECTION R309.2.2) ROOF-GROUND SNOW LOAD 450 60❑ IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF THF STRUCTURE ALL FLOOR,WALL AND CEILING PENETRATIONS 2,A DOOR BETWEEN DWELLING AND GARAGE IN A RATED WALL SHALL BE A MINIMUM 3/4 HOUR RATED AND EQUIPPED DESIGN CRITERIA: ATTIC -10 PSF FOR ROOF WITHOUT STORAGE' MUST BE FIRE STOPPED PER CODE REQUIREMENTS(RC of NY SECTION R602.8.1) WITH SELF CLOSERS. 20 PSF FOR ROOF WITH LIMITED STORAGE' 7 CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS;4'„"LS AND CEILINGS SHALL HAVE SUCH OPENINGS FIRE STOPPED. DWELLING IS DESIGNED IN ACCORDANCE 30 PSF FOR ATTICS SERVED BY FIXED STAIRS 8 FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. WITH WFCM FOR ONE AND TWO FAMILY *FOOTNOTE b,g,AND h TABLE R301.5 9.ALL NOTES PERTAINING TO"IN FIELD",'BY BUILDER'OR"-,. 3UILDER/CONTRACTORS RESPONSIBILITY STAIR NOTES: DWELLING 2001 EDITION 10.ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL 5r:INSULATED. WIND LOADS(3 SEC.GUST) DEAD LOADS 11.EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMA,-Y EXIT,AN EMERGENCY USE OPENING OF LEGAL OPEN SPACE 1.BASEMENT STAIRS SHOWN ARE TYPICAL FOR STANDARD PLANS 90 MPH❑ 100 MPH❑ 110 MPH❑ 120 MPH® ACTUAL LOADS NOT TO EXCEED WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS i^EY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44'ABOVE FLOOR, 2 ALL STAIR OPENINGS AND HEADERS ARE BASED ON BASEMENT CEILING HEIGHT OF 81-0- EXPOSURE A❑ B0 C❑ 15 PSF FOR ROOF CEILING HAVE A NET CLEAR OPENING OF 5.7 SQ FT.(5 0 SQ.FT GRA;'LFVEL)AN'D MIN.AND NET CLEAR OPENING OF 20'X24' UNLESS SHOWN OTHERWISE 10 PSF FOR FLOOR 12 A SMOKE DETECTOR SHALL BE ACIDC TYPE,POWERED FRC°,'.A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL 3. RISE,RUN AND OPENING FOR STAIRS MAY VARY AS PLAN DESIGN VARIES MAXIMUM RISER OF 81/4'MIN.TREAD SEISMIC DESIGN CATEGORY INCLUDING BASEMENT SMOKE DETECTOR SHALL BE INSTALL l=O IN EACH BEDROOM AND IN THE VICINITY OF BEDROOMS, MINIMUM TREAD OF 9" SITE CLASS D **FILLED IN BOXES INDICATE SPECIFIC AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE WILL AC i IVATE ALL,AND WITH NO INTERVENING SWITCHES WITH A 11/4'NOSING.STAIRS WILL HAVE MINIMUM HEAD ROOM OF 6'-8",MINIMUM WIDTH OF 3'-0' IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY BUILD.R THEY MUST BE INTERCONNECTED WITH ONES INSTALLED 4. BUILDER IS RESPONSIBLE TO INSTALL BASEMENT STAIRS,LANDING AND RAILING.RAILING 1 2 FAMILY DWELLING A❑ BZ C❑ DESIGN CRITERIA FOR THIS HOUSE" BY MODULAR MANUFACTURER. SHALL BE INSTALLED AT 34"TO 38'MEASURED VERTICALLY FROM NOSING MULTIPLE SINGLE FAMILY 12a.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,IT MAY BE HARD WIRED OR PLUG IN TYPE 5. MAXIMUM VARIATION IN RISER HEIGHT BETWEEN 2 ADJACENT RISER IS 3/16" DWELLINGS(TOWNHOUSES) ❑ B❑ C❑ 14 SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A4"SPHERE CANNOT PASS THROUGH 6. MINIMUM CLEARANCE FROM WALL TO HANDRAIL IS 11/2',HAND RAIL MAY PROJECT INTO 15 ENCLOSED ATTICS AND ROOF SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF RAFTERS THE STAIRWAY MAXIMUM 3 1/2" SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SP„':E BY VENTILATION OPENINGS PROTECTED AGAINST RAIN 7. LANDINGS SHALL BE AS WIDE AS STAIRS AND SNOW AND COVERED WITH CORROSION RESISTANT MESH NOT<118"NOR>114"IN ANY DIRECTION 8. SWING OF A DOOR OPENING ON A STAIRWAY SHALL NOT OVERLAP TOP STEP. ATTENTION LOCAL INSPECTIONS DEPARTMENT: 16 SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND SLIDING DOOR 9. ALL STAIR RAILINGS AND GUARD RAILS SHALL BE INSTALLED BEFORE DWELLING IS OCCUPIED The following items have not been completed b the Modular Home Manufacturer,have not been inspected b ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS 10.3 OR MORE RISER SHALL BE PROTECTED BY A HANDRAIL ON AT LEAST ONE SIDE 9 P Y P Y IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A 11.OPEN SIDES OF STAIRS OR LANDINGS 18'OR MORE ABOVE ADJACENT FLOOR AND AT 3rd Party Agency and are not certified by state modular label.Code compliance must be determined at the local level BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS WINDOWS ON STAIRS OR LANDINGS SHALL HAVE RAILINGS. Foundation Porches,decks and steps HVAC systems Plumbing and Electrical connections at site An items marked THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR 12. OPEN RAILING SHALL HAVE GUARDS BELOW RAILING THROUGH WHICH A 4"SPHERE CANNOT PASS P Y 9 Y WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOL11 1,11 CLOSED POSITION AND WHOSE on included drawings as"BY BUILDER"or with the"'"or"symbols"symbols BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIV'Di'"•' ,•i+NEL OTHER THAN THOSE LISTED ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS SHEET# SHEET NAME DATE REVISION DATE a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. 1 COVER PAGE 12 ATE GENERAL NOTES: b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. 2 FOUNDATION DIAGRAM c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR 12/05/08 - 1.IT IS THE BUILDERS RESPONSIBILITY TO INSURE THAT ALL INFORMATION IN THIS PACKAGE COMPLIES TO LOCAL ORDINANCES d.ONE OR MORE WALKING SERFACE WITHIN 36"HORIZONTAL'i Er GLAZING 3 1st FLOOR PLAN 12105/08 - 3a 2nd FLOOR PLAN _ SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAYS,LANDINGS OR RAMPS WITHIN 36'HORIZONTALLY OF A WALKING 4 HOLDDOWN DETAILS 122105/08/05/08 2 BUILDER IS RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS TO MAIN SERVICE PANEL. SURFACE WHEN THE EXPOSED SURFACE OF GLASS IS LESS THAN 60"ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. - SAFETY GLAZING ADJACENT TO STAIRWAYS WITHIN 60"HOP.'"ONTALLY OF THE BOTTOM TREAD IN ANY DIRECTION WHEN EXPOSED 5 FRONT ELEVATION 3.BUILDER IS RESPONSIBLE FOR ALL PLUMBING CONNECTIONS UNDER 1st FLOOR JOIST AND ALL CONNECTIONS BETWEEN 12105/08 - 1st FLOOR CEILING AND 2nd FLOOR JOIST. GLASS SURFACE IS LESS THAN 60"ABOVE THE NOSE OF TriE TREAD 5a ELEVATIONS 12/05/08 - 17 PLASTICS INCLUDING GLAZING,SIDING AND SKYLIGHTS ) 6 1st FLOOR ELECTRIC 12/05/08 - 4.IF THE HOME IS BEING SHIPPED INTO 110 MPH,OR 120 MPH WIND ZONE,ALL FASTENING MUST COMPLY WITH UPLIFT IF USED SHALL BE IN COMPLIANCE WITH STATE CODE )AND FOAM PLASTIC(INCLUDING INSULATION 6a 2nd FLOOR ELECTRIC 12105108 - 7 RESERVED FOR 1st FLOOR HEATING N/A - AND HOLD-DOWN CONNECTION R R 120 MPH WIND ZONES 5 THIS UNIT MUST 18 MINIMUM ROOM SIZE TO BE 70 SQ.FT WITH A MINIMUM ROOM I)WENSiON OF T-0'.ONE ROOM A MIN OF 120 SQ FT.AND 7a RESERVED FOR 2nd FLOOR HEATING NIA A MIN DIMENSION OF 10 FT(MINIMUM DIMENSION OF 10'-0"IS NOT CODE REQUIRED BUT IS A MANUFACTURER'S CHOICE) 8 PLUMBING SCHEMATIC 6.REFER TO CALCULATION MANUAL FOR BEAM AND HEADER DESIGN.CONNECTED TO A PUBLIC WATER SUPPLY AND SEWER SYSTEM IF THESE ARE AVAILABLE 19.ALL STAIRWELLS USED AS A COMMON SET OF STAIRS MUST HAVE A MIN.OF 1 HOUR RATING 9 SECTION A-A 12/05/08 - n 12/05/08 - 7.DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFS NC DI SI A 0 S U 20 THE NUMBER OF MODULES MAY VARY. 10 SECTION B-8 12/05/08 SUPERSEDE ANY SUCH REFERENCE. 21 IN ATTIC f.ENCLOSED RAFTER SPACES,THE MINIMUM V' N T;LP f ION 4REA SHALL BE 1/300 OF THE AREA 11 SECTION C-C AND D-D 12/05/08 - OF SPACE VENTILATED,PROVIDED A VAPOR RETARDER H.N*F�A TRANSMISSION RATE NOT EXCEEDING 12 SECTION E-E AND F-F 12/05/08 - LOCATION OF LABELS: 1 PERM IN ACCORDANCE WITH ASTM 96 ISINSTALLED ON WARM"SIDE OF ATTIC INSULATION AND PROVIDED 50%OF THE REQUIRED VENTILATION AREA PROVIDED BY VENTI'ATORS INSTALLED IN THE UPPER PORTION 14 TOTAL PAGES DATA PLATE - (1)PER MODEL AS INDICATED ON PLAN NOV - 9 2011 OF THE VENTILATED SPACE AT LEAST 3 FT.ABOVE EAVE OR CORNICE VENTS,WITH THE BALANCE OF THE STATE OF NEW YORK ARCHITECT OR ENGINEER CERTIFICATION STATEMENT 3rd PARTYLABEL - (1)IN EACH MODULE AS INDICATED ON P BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS THE PLANS AND SPECIFICATIONS OF THIS PERMIT SET ARE DERIVED FROM STATE LABEL - (1 )PER MODEL AS INDICATED ON PLAN 22.ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8%OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE i, OF THE FLOOR AREA VENTILATED. AND CONSISTENT WITH THE PLANS AND SPECIFICATIONS ASSOCIATED BLDG DEPT ITH APPROVAL NUMBER:M 1370-03-001 ON FILE WITH THE DIVISION AND THIS TOWN OF SOUTH �E 10 AL APPROVAL LETTER. E �� DP DATA PLATE A-STATE LABELS -THIRD PARTY LABELS PROJECT NAME: BUILDER: DWN BY # DATE WARD LONG ISLAND MODULAR HOMES TWO STORY COVER PAGE CO _ - 0rc PROJECT SITE: ADDRESS: SHEET# 1 0 >s Signa>`ure l3uilding DWN.BY: TLM Sys�erns ofl'/i, GGC - i-n - �,-= 500 NORTH BROADWAY PROJ.ID#: CHECKED BY: - w 1004 SPRINGBROOK AVENUE, MOOSIC,PA 18507 EE JERICHO,NY.11753 SERIAL#: --- '-'� 6 - DATE: 12105108 �� -�'r^No 015Q� oQ` tel.(570)774-1000 Fax. (570)774-1010 VLo o � o v ¢ o 3-2X6 STUD CORNER HOLDDOWN CAPACITY 2120 LB ATTACH 1ST FLOOR TO FOUNDATION ��G� o LL- V-01, 3'-3" Lu 3'-3" 3'3" 3'-3" 1'-0" uJ 5 ® firo ATTACH SHTG STRIP v� z `� TO COVER STRAP �� > Q o Fd. o - - - - - - - - - - - • � �� 00 ATTACH SIMPSON STHD 14 TO HOUSE CORNER 0° ti WITH 38-16d SINKER NAILS z o PERIMETER BEAM a Lo " 'I I I ALLOWABLE LOAD WITH EDGE DISTANOF 1 1/2" v CE �ND 2500 PSI CONC.IS 5075 LB o_ SIMPSON STHD 14 -m IMBED IN CONCRETE -? I I FOLLOW INSTALLATION STRAP REQUIREMENTS SILL PLAT N I I I 4" SIDE VIEW • I 4' 3-2X6 STUD CORNER M co .. ATTACH TO HOUSE CORNER WITH 38-16d SINKER NAILS 31/2" m o I SHEAR WALL m o t= (GABLE END) in vQ NZ IF:, cV Z ce) I I U O �O Q o PERIMETER BEAM ¢� I zo 0 I I p i I IC? SIMPSON STHD 14 0 LL- �? I I o n I I IMBED IN CONCRETE ° 0 cn " o_= FOLLOW INSTALLATION y w 0¢ I I K I - �, STRAP REQUIREMENTS 0 SILL PLATE o ' 7'-9" 3112" ¢ I I N FOUNDATION WALL ¢ DOWN CAPACITY 3151 LBOHA ACH N N i 1 ST FLOOR TO FDN. "' FRONT VIEW r- — — — — — — I I" TYPICAL HOLDDOWN DETAIL I 7-10 I I I SIMPSON STDH14 HOLDDOWN m HOLDOWN USED MUST EQUAL OR EXCEED SN0ISIA3�1 CDz CAPACITY SHOWN ON FDN. PLAN 0 ;o M Cc) m Q HOLDDOWN CAPACITY 3151 LB ATTACH 1 ST FLOOR TO FOUNDATION ZO 0 F- o o¢ `-' I C' T-1 112" 10'-1 1/2" Q m 1'0' 3'-3" I C'4 ¢ 0" 2'- 3/4" 1'0" 2'-1 112" 2'-9" 3'-3" 1'0" z it>-w — — w fn ue Lu O N O C/)BUD � L 3718" � � 0 L — - - - - - - - - � I� o Z N °J°Z I o 1'0"I T.3" v o Q 0 00 D¢..0 UF- QLL I I Z� I I o o� I o I I 19 o M F- a-co I w ---- --- m I Z 10'-6 314" 0 0 MZ 0 0M M u o o 0 0 o d� � =Z U0 � �o �� o z Lu � zU F J O UJ OJ o w 0= m ¢ Im 0 " 3'-3" Lj 3'-3" 2 6" —3'-3" — — 3" 3'-3" 0' 3114" 6'-7 718" 10'-1 718" 6'-8 5/16" 7 2 3/4" w Lii 24'-0" ¢ Z cn _ U U HOLDDOWN CAPACITY 2740 LB HOLDDOWN CAPACITY 2740 LB w ATTACH IST FLOOR TO FOUNDATION ATTACH 1ST FLOOR TO FOUNDATION a � a o v ¢ o a. HOLDDOWN CAPACITY 2120 LB ANDERSEN DOUBLE HUNG WINDOWS o ATTACH IST FLOOR TO FOUNDATION R.O.SIZE LIGHT VENT EGRESS SIZE U DP 0 15'-10" TW2052 26118"X64 718" 7.89 4.31 N/A 0.33 50 , " 1'10" T-81/4" 11314" 4'-6" -- TPW41052 59 7/8"X64 7/8" 21.64 0 N/A 0.33 50 �� Lu - - - - - - TW3052 38118"X64 7/8" 12.03 6.67 1 33 718"X28114" 0.33 1 50 Y o -DROPED HEADER TR2010 26118"X121/2" .7 0 NIA 0.33 50 0 I z TR3010 38118"X121/2" 1.15 0 N/A 0.33 50 o TR41010 59 718"X64 7/8" 1.95 0 N/A 0.33 50 cr LO a N 1 1 ? 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I Ill z Z it l 13'-3" v cn III < 0 2-6 I I I 2� I III o z c m o5 m !� 2)2-6 0 C2 mo III z o III III I Ilf 0 D N C'a HOLDDOWN CAPACITY 3151 LB p o� 'A Ncn IIIA w ATTACH 2ND FLOOR T01ST III III IIII � cm Wvzi SLOPED CEILING III Ilr SLOPED CEILING II o o II IIr LOPED CEILING rrn _=ul 2-6 II II = _2-1 1/2"X9114"LVL BEAM IN CEILING _ 21 1/2"X91/4"LVL IN CEILING ABOVE 4'-9" 8'-7" 7" _ IN EACH MODULE, U `" `_ (2)2-0 �' 5'4" 51/2' TWA 56-3 51/2" 2'-9" A III 5'-8" 5'-8" ;_III 19'-5" v 00, � N A � nx Nv w W SII _ _ _ _ _ — _ _ ° �, � v =v Z� � o SII \ / A N� 0 Z N s�D o O m11 W \ / S T 0 ED SII \/ co cm0 r- Q' — 2-1 112"X9114"LVL BEAM IN CEILING II /\ O� rT- - - - - - - - - �rnu, ou SLOPED CEILING II / \ o / \ o o A NOTE:1. 7/16"STRUCTURAL SHEATHING TO BE ATTACHED WITH 8d NAULS 4"0/C 2'-10"KNEEWALL II / \ W 2.ATTACH WALL TO FLOOR AND TO ROOF CEILING WITH 12b NAILS 8"OIC �;•� A, p A O, m = �F0F 1 ElCNy N HOLDDOWN CAPACITY 2120 LB STRAP WALL TO FLOOR TW2046-TW3046-TW2046 WITH TR2010-TR 010-TR2010 ABOVE 10'-1" 4" 9'-7" HOLDDOWN CAPACITY 2120 LB ATTACH 2ND FLOOR TO 1 ST FLOOR 4-5" D oo PROJECT NAME: BUILDER: SECOND FLOOR PLAN U) DWN BY # DATE NOTE TO BUILDER WARD LONG ISLAND MODULAR HOMES TWO STORY Z THESE PLANS HAVE BEEN CREATED PER YOUR S/ lJGI/G'AUIIGI/{� 5 sz`ems aff�, GGC PROJECT SITE: ADDRESS: SHEET# 3a o REQUIREMENTS DUE TO TRANSPORTATION AND CODE ° GI q y DWN.BY: TLM �Q REQUIREMENTS,THEY MAY HAVE CHANGES WHICH MAY w. 500 NORTH BROADWAY PROJ.ID#: > AFFECT YOUR DESIRED REQUIREMENTS.PLEASE 1004 SPRINGBROOK AVENUE, MOOSIC,PA 18507 CHECKED BY: - w REVIEW THE PLANS AND IF ACCEPTABLE SIGN BELLOW JERICHO,NY.11753 SERIAL#: — DATE: 12/05/08 BUILDERS SIGNATURE tel.(570)774-1000 Fax.(570)774-1010 DATE ° .V was N n 3-2X6 STUD CORNER t K m W LL l�w s¢O ATTACHED WITH 2-12d NAILS OUTRIGER DADOED INTO p o TO RAFTER ROOF ATTACHED WITH 3-12d NAILS 04 TO TRUSS CHORD RAFTER �15INSTALLE&BUILDING ' CL sz: z o 2X4 SPF#2 J 'SHEATHING SITE 2ND FLOORSl _ = OUTRIGGER @ 24"O/C ERIMET )ATTACH SIMPSON H2 5 AT EACH OUTRIGGER WITH 8d NAILS 4'O/C FLOOR PERIMETER BEAM HOLDDOWN SIMPSON CMST1 GABLE WALL TO BOTTOM CHORD CAPACITY 4690 LB ATTACHED WITH 12d NAIL @ 6'O/C 1 1/4'x20 GUGE STEEL STRAL OR 3'LONGUAL CEILING PERIMETER BEAM BY BUL DERED N FIELD CLG 15132'SHEATHING SITE CEILING INSTALLED(BUILDING 2 STUD BAYS CEILING WRH8dNAI�S4 0/C WALL SHEATHING - SITE INSTALLED BASED ON FIGURE 2.1h AND FIG.3.6a 3-2X6 STUD CORNER HOLDDOWN HOLDDOWN SIMPSON CMSTCI6 FLR �_011 SIMPSON CMSTCI6 14"WIDE SHEATHING OR EQUAL 2ND FLOOR EQUAL FAT FLOOR/CEILING SITE INSTALLED SPACES @ 24'OIC 1 1/4'x20 GUGE TYPICAL TIED A ft c o I BLOCKING IN2JOIST STEEL STRAP CLG SIMPSON HPAHD22-2P HOLDDOWN v�,� ,� ✓� GALE IsT : FLOOR INSTx20GUGEIELD TRAL INSTALLATION DETAIL P #qt INSTALLED IN FIELD � � � m BY BULIDER 14 15132'SHEATHING SITE TM ."-`"A z j INSTALLED(BUILDING ' o PERIMETER ATTACH WRH Bd NAI�S 4'OIC REVISIONS CEILING 11/4"x20 GUGE �4.0150�6 BLOCKINGSPACES @ 2 JOIST 24'OIC STEEL STRAP SIMPSON HID ` �p'6y I OR EQUAL SIMPSON HDQ8 Z p v m 8"WIDE SHEATHING OR EQUAL FLR AT FLOOWCEILING SITE INSTALLED o v r m Y 1ST FLOOR oZWZ�� J Z=c 2¢ O O m c 00 ELEVATION WITH HOLDDOWN LOCATION SHOWN WITH CANT. FLOOR 1 1/4'x20 GUGE - 3-2X6 STUD CORNER 3-2X6 STUD CORNER— FLOOR ORNER FLOOR STEEL STRAP 11 ATTACH TO HOUSE CORNER WITH 38-16d SINKER NAILS ATTACH SHTG STRIP O m 4 STUD SIDEWALL CORNER TO COVER STRAP , a W BLOCKING IN 2 JOIST SHEAR WALL SPACES @ 24'OIC 1/2'SPACING (GABLE END) ' ATTACH SIMPSON STHD 14 t6d NAILS 6'OIC TO HOUSE CORNER WITH 38-16d SINKER NAILS BRACED GABLE ENDWALL DETAIL - PERIMETER BEAM PERIMETER BEAM ALLOWABLE LOAD WITH EDGE DISTANCE OF 1 1/2" SIMPSON STHD 14 AND 2500 PSI CONC IS 5075 IMBED IN CONCRETE–\, SIMPSON STHD 14 ENDWALL STUD FOLLOW INSTALLATION f SILL PLATE IMBED IN CONCRETE y STRAP REQUIREMENTS Q FOLLOW INSTALLATION o Lu CORNER DETAIL STRAP REQUIREMENTS FOUNDATION WALL m ¢ FRONT VIEW SIDE VIEW NOTE ALL 1114'xZOGUGE STRAPS ARE SIMPSON OR EQUAL TYPICAL HOLDDOWN DETAILSIMPSON STDH14 HOLDDOWN HOLDOWN USED MUST EQUAL OR EXCEED w w CAPACITY SHOWN ON FDN. PLAN z co r v U W W K � a onf, I 11 qll T I I I IF'S® AR � �GALE�C�S�A Lac NOTE: CEDAR SIDING AND ALL ARCHITECTURAL WORK SUPPLIED AND INSTALLED ON SITE PROJECT NAME: BUILDER: FRONT ELEVATION DWN BY # DATE cn WARD LONG ISLAND MODULAR HOMES TWO STORY SHEET# 5 zo Signature 13c,�ldhq Systems ofl��I, GGC PROJECT SITE: ADDRESS: DWN.BY: TLM 500 NORTH BROADWAY PROJ.ID#: CHECKED BY: -- ,; 1004 SPRINGBROOK AVENUE, MOOSIC,PA 18507 JERICHO,NY.11753 SERIAL#: — DATE: 12/05/08 w tel.(570)774-1000 Fax.(570)774-1010 4 12 QS To 6d•RT 11 If 11 IT 11 111111 H 11 TO 6% 11111 111[ 11 1111 If IIH 11 111111 IIITII 1111-11 11 III] IIH 11 11111, IIITII 111 1"1111 fill TWIITII 1111-11 11 All 111111 111111 111111 111111 111111 11 T I"_ff_Ij I 1 11 1 if 11111 1111111 11111 IAITII fill IIITII 111111 1111 11 1 111111 111111 111111 JLUII 11111 IIITI 11 11 IT if I it 11 111 1 T SECOND TO 90 PLT 1111 111111 11 IT If 11 ri TO dd WM,DOOR 1 111111 lilt 11 11 If 11 1 Imi[H IT If If IT If TO T- 1 111111 11 IT 11 1111 A 11 IL 0 Ll LILIII H IT 11 1 if 11 1111 11 1111 11 1111T 11 11 IT 11 11 IT 11 11 IT I 1CW T O SECOW nR 111111 fill x T O FMST RR GRADE TO rd WIN/D00R DIM Frm --- RIGHT SIDE �E ID A R TOFwW y GALE i Tn REAR ELEVATION fo" -' fvo. 1506 � y� NOTE:CEDAR SIDING AND ALL ARCHITECTURAL WORK OF N0 SUPPLIED AND INSTALLED ON SITE PROJECT NAME: BUILDER: ELEVATIONS WARD LONG ISLAND MODULAR HOMES TWO STORY SHEET# 5 o DWN BY # DATE Sigha�urel3uil�ling5ysfems of!'/l, GGC PROJECT SITE: ADDRESS: DWN.BY: TLM � . ,� 1004 SPRINGBROOK AVENUE,MOOSIC,PA 18507 500 NORTH BROADWAY PROJ.ID#: CHECKED BY: JERICHO,NY.11753 SERIAL#. --- DATE: 12/05108 y tel.(570)774-1000 Fax.(570)774-1010 A 1 I mOO� � o— � I Do= I - - - - - - - - O / I �m OO v I T T \ \ = I I �m \ / QX X 3 �� _ - - - - - - - - 3 - - - - - - - w I T I O I =r-------------------j I / / C 41 Ilk �o� / m \ �. o +rt \ �zm 0 L 01506 � OF NESS® I I / 1 \0. Watts or Circuit Wire — i NOTE: SMOKE DETECTORS TO Volt-Amps Ampacity Size BE INTERCONNECTED WITH ONES General Lighting (1839X3) 5517 15 A 14-2 IN EXISTING STRUCTURE. Subtotal: 5517 First 10 KW of other loads @100% = 5517 Total Calculated Load: = 5517 Required Service Size: 5517/240 = 23 Amps BUILDER TO ENSURE THAT SERVICE PANEL BOX IS ADEQUATE FOR ADDITIONAL LOAD SHOWN ABOVE PROJECT NAME: BUILDER: DWN BY # DATE FIRST FLOOR ELECTRICAL PLAN NOTE TO BUILDER WARD LONG ISLAND MODULAR HOMES TWO STORY ;Z — RECEPTACLES SHOWN ARE AS REQUIRED BY NATIONAL SHEET# 6 ELECTRICAL CODE.THE HOUSE AS BUILT MAY HAVE Signature l3uildinq 5y54ems of PA, GGC PROJECT SITE: ADDRESS: DWN.BY: TLM cn RECEPTACLES RELOCATED AS NEEDED DUE TO 500 NORTH BROADWAY PROJ. ID#' __ > CONSTRUCTION REQUIREMENTS AND IN COMPLIANCE WITH 1004 SPRINGBROOK AVENUE, MOOSIC,PA 18507 CHECKED BY: w BUILDING CODE. tel. 570 774 1 OOO Fax. JERICHO,NY. 11753 SERIAL#: --- DATE: 12/05/08 BUILDERS SIGNATURE ( ) (570)774-1010 DATE O m0 c T rXn 0 m M>00\ co / o ffo \ O >zm cn o `CD ED �sT o \G�q ��GAL � v z44/ `1J"= 19 cin m — — f- — 'co � \ I \ I rn � 0.015o� ®Q`� \ v I n;u Lirn CIRCUIT SCHEDULE BREAKER BREAKER m v \ CIRCUIT WIRE WIRE CIRCUIT DESCRIPTION SIZE SIZE DESCRIPTION IDENTIF. AMP VOLT SIZE SIZE AMP VOLT IDENTIF. \ 1 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 2 \ 3 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 4 5 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERALLIGHTING 6 7 SPARE(CRAWL OR BSMT.) 15A 110 14-2 14-2 15A 110 SPARE(CRAWL OR BSMT.) 8 9 BATH 1 GFI 20A 110 12-2 14-2 15A 110 GENERAL LIGHTING 10 11 BATH 2 GFI 20A 110 12-2 14-2 15A 110 - GENERAL LIGHTING 12 13 GENERAL LIGHTING 15A 110 14-2 PROJECT NAME: BUILDER: SECOND FLOOR ELECTRIC PLAN DWN BY # DATE NOTE TO BUILDER WARD LONG ISLAND MODULAR HOMES TWO STORY c/) — — RECEPTACLES SHOW ARE AS REQUIRED BY NATIONAL SHEET# 6a z ELECTRICAL CODE THE HOUSE AS BUILT MAY HAVE 5ig17, ure Auildinq Sy5L-177s ofPA GGC PROJECT SITE: ADDRESS: RECEPTACLES RELOCATAD AS NEEDED DUE TO ." DWN.BY: TLM' Ln CONSTRUCTION REQUIRMENTS AND IN COMPLIANCE WITH 1004 SPRINGBROOK AVENUE, 'MOOSIC,PA 18507 500 NORTH BROADWAY PROJ. ID#: CHECKED BY: -- , BUILDING CODE JERICHO,NY.11753 SERIAL#: --- DATE: 12105/08 BUILDERS SIGNATURE tel.(570)774-1000 Fax.(570)774-1010 DATE CEILING ANTI-SCALD - SUPPLY NOTES _ MIXING VALVE 1 ALL POTABLE WATER LINES ARE PEX PLASTIC PIPE(COPPER PIPE TYPE 1'IS OPTIONAL) LAV LAV 2 RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS 3 ALL VALVES ARE ATE BANGLE TYPE 4 PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY..FIELD TESTED y 5 EQUIVALENT FIXTURES AND MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY SECOND F T FURNISHED OR SPECIFIED EQUIPMENT IS NOT AVAILABLE 6 ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0.O C.BY STRAPPING FLOOR 12 I 12' 112 171 7 COPPER CENTER(VERTICAL) MAXIMUM EVERY 6-0-(HORIZONTAL)EACH FLOOR NOT EXCEEDING I0'-0'ON 6 WHERE CODE PERMITS,SHUTOFF VALVES MAYBE INSTALLED BELOW FLOOR WITH ACCESS L____�_____- , 9 314'MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(I-FOR 20 DFUS AND OVER)WITH CEILING BATH 2I 12'SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES 10 FLOORPENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED INFIELD WITH MATERIALS EGUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO 3/4%.4 PIPE MATERIAL 13 ENVIRO ENVIRONMENTAL CONSERVATION ALL FIXTURES ARE TO SE WATRCONSRVING MAXIMUN FLOW ER FOR FAUCETS AND SHOWERS TO BE 3 GALLONS PER MINUTE,FRTOILETS 16 GALLONS , I SUPPLY LINES FOR 11 LEAD CONTENT IN SOLDER AND FLUX FOR COPPERTUBE JOINTS SHALL BE OF D FREE SECOND FLOOR 12.SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WALLS AND CRAWL SPACES)SHALL BE INSULATED - ANTI-SCALD ,I PIPING SHALL BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE PLUMBING FIXTURE ACCESS MIXING VALVE I PANELS WILL BE PROVIDED PER APPLICABLE CODES LAV LAV ' 14 ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN RANT I PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSR I I 15 ANTI-SCALD ANDIOR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER k SUPPLY TO ALL SHOWER AND SHOWERIBATHING FIXTURES - 16 HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER i 12 I FIRST FLOOR 17 FLOORJOIST NOTCHES MAY NOT EXCEED I/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR INMIDDLE 12' 12' ' I 16 WAITERS DISTRIPAN BUTIONMAY PIPING AND FITTINGSDEPTH SHALL HAL LCOMFGRM TO M SIMSF 6RY IN FROM EITHER EDGE 1 1? 12' I TO WATER HEATER 19 WATER SUPPLY LINES ARE TESTED @ 100 PSI TEST GAUGE HAS INCREMENTS 0=1 PSI __-_____L_________ _.�____- 20 A WATER HAMMER ARESTOR SHALL BE INSTALLED AT ALL QUICK CLOSING VALYES(WASHER AND BATH. -------HOT 314' TO WATR SUPPLY DISHWASHER),SHALL COMPLY WITH ASSE/ANSI 1D10,AND SHALL BE INSTALLED BY BUILDER ON SITE COLD 21 THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BF LIMITED TO A MAXIMUM t SHUTOFF VALVE WATER TEMPERATURE OF 120 DEGREES F BY A WATERTEMPRATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY COMBINATION TUB/SHOWER WPLVE 22 THE DISCHARGE WATER TEMPERATURE FROM A BIDET FITING SHALL BE UNITED TO A MAXIMUM BASEMENT TEMPERATURE OF 110 DEGREES F BYWATER TEMPERATURE LIMITING DEVISE 7HATCONFORMSTOASSE 1070 SUPPLY.SCHEMATIC-NOT TO SCALE 23 ALL POTABLE WATER OPENINGS AND OUTETS SUCH AS SILL COCKS AND HOSE S-BS SHALL BE EQUIWATERED WITH PERMANENTVACUUM BREAKERS t 24 ALL CONNECTIONS TO POTABLE WATER SHALL CONFORM TO SECTION P2902.41 THROUGH P29024.6 q to TO 3'VENT THRU ROOF i TEE TEE TEE 114 BEND T TEE -- -- ---- ---- ---- --- T -------- 2- 1 i 11 --------- H VTFL T ROOF F O F NEW, LAVATORY I WASHER I 1 SANITARY TEE I I (FIXTURE BOX r-------r--�------- INSTALLATION 1 KITCHEN SINK I 1 I I ON VENT I I I 1 I I I I -110 STAC19 • DWV NOTES j SANITARY 1 1 I (-------- I I I I 1 ALL PLUMBING NOT PROVIDED BY SIGNATURE BUILDING SYSTEMS,INC TOBESUPPLIEDANDINSTALLED CONTINUOUS I I I I I 1121 j I I E I I z I I I I I I ON SITE BY LICENSED PLUMBER I WASE 1 I I I 2 ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE I I I m I I TAIL PIECE FOR I 1 12'.� `r.1 121 ��T 3 PITCH ON HORIZONTAL WASTE LINE IS 116'PER FOOT FOR 3'DIAMETER PIPES AND LARGER I WET VENT I I OVERFLOW I I I j FOR PIPES SMALLER THAN 3'DIAMETER THE PITCH IS 114'PER FOOT I THRU ONE I I I AND WASTE 4 ALL PLASTIGDWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0'HORIZONTALLY I DFU ONLY I I I 1121 P-TRAP I I LAV I 1 LAV SHONER ORVERTICALLY PLASTIC-DWV PPE UNDER 2'SHALL BE SUPPORTED AT 3'47'INTERVALS 2'WRH DISH I I I I 5 ALL MATERIALS LISTED IN TABLE P26084 SHALL BE TESTED AND CERTIFIED BY THIRD PARTY INSPECTION AGENCY 2, HER I I I 6 ALLHORIZONTAL VENT BRANCH PI PING SHALL BE LOCATED A MINIMUM OF 6'ABOVE THE FLOOR LEVEL 2'P-TRAP I I I 114' 1114' 1 OF THE HIGHEST FIXTURE IN THAT BRANCH I I I I I TUB/SHOWER 11/2 P•TRAP 1 3' WATER I 2'STAND PIPE I I I OR WHIRLPOOL I I I 7 HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE L CLOSET I L SHOWER I I OPTION I ' ' SECOND APPROVED COMBIN45*WYES,LONG NATIONS OF THESEEP ELBOWS, NG TURN TEE-WYES,R EQUIVALENT LON G SWEEP R16 TH BENDS FITTINGS.SHORTSWEEPS 1 I 112 112 ' z FLOOR 3 OR URGER PIPE�EBRANCH HORIZONTAL TO VERTICALCHANGESN DOiECTION AND ON - FINISH __ __ _ __________ ____ I'----� ' ' FLOOR I 1 y --------- qa.T ' 6 TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET MAXIMUM LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24' 1 31 SANITARY TEE I I BATH 9 INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SUP JOINTS ACCESSRLLETRAPS L SANITARY TEE I SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE I---t---------------- AS TRAP(IN THE STATE OF MASS ON HOUSE SIDE OF TRAP) LONG TURN ICLOSf7 FLANGE T1/4 BEND 1/4 BEND j j ; 4 CEILING 10 MAXIMUM DISTANCE OF FIXTURE TRAP WEIRTO VENT SHALL BE 1-12'%PE=3'$,YPIPE=S'-0`, TEE WYE AND 114 BEND LONG SWEEP 2'P_TLiAP 1 121 P-TRAP I LONG SWEEP I I _ 71 3. TITIC PIPING SHALL BE PROTECTED WITH 0 062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-12-FROM EDGE OF MEMBER AND HALL 114 BEND LONG --- I I 1 1/2*--c +-I LIT �.T 12.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD ND A MINIMUM OF 2*ABOVE SOLE PLATE END BELOW TOP PLATES DOUBLE 1/4 BEND I 1ryL.E NTH LONG TURN I ' I I 11 WATER CLOSETS SHALL BE OF WATER CONSERVING,LOW CONSUMPTION 16 GALLON PER FLUSH TYPE 1/4 BEND LONG TURN TEE WYE j ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE LAV LAV 9ROWER 14 LAVATORIES AND WATER CLOSETS SHALL COMFORM TOS ANSI 2724 3,ASME Al2.191,ASME A112.192,ASME A112193, -------- 1 I 118 BE 1 I I 1 ASMEA112194,ASME A1l2199,CSAB45LCSA 8452,CSA 8453,RCSAB454 -- --- ------------ 1--------- -L- -_-_----- 1-- --- ' 15$HALL BEEARTTHTH OE IDENtIFI ATION OF TYiFDFREOACTURER�D DEVICE IN PLUMBING SYSTEM 1114- 1 l4' 16 A SOIL OR WASTE PIPE OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS j SHALL BE PROVIDED WITH A RELIEVING ARCH,OR THERE SHALL BE BUILT INTO THE MASONRY WALLA PIPE 3'VENT PIPE TO FIRST SLEEVE TWO PIPE SIZES GREATERTHAN THE PPE PASSING THROUGH 1112 1 112 Y 17 PIPING SHALL BE INSTALLED IN TRENCHES SO THATTHE PIPING RESTS ON SOLID AND CONTINUOUS BEARING EXTEND A MINIMUM OF 18 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE 6'ABOVE FINISHED12' ROOF LINE BATH 1 118 BEND 114BEND(LONG BASEMENT DOUBLE WYE LONG TURN I SWEEP OR I DISTANCE FROM BOTTOM 0�� WITH 118 BEND TEE WYE i S SIR EE NOTESpROOF TO BEGINNING OF ( ' REDUCTION SHALL BE 2'MAX. WITH WATEOR TI FLASHING DWVSCHEMATIC-NOT TO SCALE _ TO VENT PIPE AND ROOF TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS THESE FITTINGS MAIN VENT _p L WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN FROM FIXTURES COMPLIANCE WITH STATE CODES ROOF PENETRATION PROJECT NAME: BUILDER: PLUMBING DWN BY # DATE WARD LONG ISLAND MODULAR_HOMES TWO STORY SCHEMATIC Z _ -- -- 5ighature Muildnq 5gs2,1em5 of PA, GGC SHEET-# a - PROJECT SITE: ADDRESS: - DWN,BY: TLM 500 NORTH BROADWAY PRO).ID CHECKED BY: Lu :f 1004 SPRINGBROOK AVENUE,MOOSIC,PA 18507 #: JERICHO,NY.11753 SERIAL#: -- DATE: 12/05/08 tel.(570;. )774-1000 Fax.(570)774-1010 ti VLO o 00 O �1 Q o T U ti SIMPSON H2.5 AT EACH RAFTER OUTER PERIMETER 1 1/4"X91/4" m RIGIDRIM;E=0.8X10"6 PSI, 2ND FLOOR FLOOR 0 Ft 11=680 PSI,Fv=355 PSI 12d nail 5 per joist 15/32"PLYWOOD STRIP �s w ATTACH WITH 8d NAILS �� 7/16"osb sheathing(continuous) AT 4"0/C attach w14-8d nails 1 114"X12"X 20 ga STEEL STRAP ¢ o ATTACHED WITH 4-8d NAILS 24"o/c Y o 1 112"x4 g steel s(fap IN>100 MPH WIND ZONE ' O attap w77 8d nai s O � O 4 nails m stud 4 m nm joist m 12d nail 12"o/c z L � � ROOF/CEILING JOIST 16dNAIL@12"O/C — PERIMETER CONNECTION OUTER PERIMETER 11/4"X9,/4" o RIGIDRIM;E=0.8X10"6 PSI Ft 11=680 PSI,Fv=355 PSI V1ST FLOOR CEILING 1 112"x20 GA STEEL STRAP 2ND FLOOR TO 1ST FLOOR ATTACH WITH 4-8d NAILS--\ SHIM AT RIDGE AS REQUIRED PERIMETER CONNECTION @24"O/C EACH SIDE " 2X4 SPF#2 RIDGE ATTACH TO EACH OTHER WITH 2-8d NAILS @16"O/C"` 2X4 SPF#2 FLIP RAFTER 1 � v ILL 2x6 SPF#2 RAFTER16"O/C cr- p 12 ROOF PANEL SHIPERLOOSE \)-- d-6 ITH INSTALLED ON SITE ATTACH W �Is,��J}y� Q` 4-16d NAILS ATTACH WITH 4-16d NAILS INTO EACH STUD/RAFTER ATTACH WITH 2-16d NAILS*" SIMPSON H6 AT EACH RAFTER AT TOP AND JOIST AT BOTTOM IN WIND AREAS GREATER R-30 INSULATION WITH THAN OR EQUAL TO 100 MPH VAPOR BARRIER 30 YR.SELF SEALING FIBERGLASS CLASS C SHINGLE OVER 15#ROOF UNDERLAYMENT AND 15132"AGENCY RATED ROOF SHEATHING 0 2X10 JOIST DFL#1d BTR @ 16"OIC 112"GYPSUM BOARD —/ R-30 INSULATION WITH VAPOR BARRIER 1"AIR SPACE AT > 00 2x10 SPF#2 RAFTER @ 16"0/C EACH RAFTER v 1/2"GYPSUM BOARD ICE SHIELD 36"WIDE 16d NAIL @ 12"0/C AND 1 1/2"X12"X 20 ga STEEL STRAP �"— ATTACHED WITH 4-8d NAILS SNOIS)n3'd NASCOR"I"JOIST IN BATH FLOOR PERIMETER AND TO SILL PLATE ro AREAS @ 16"O/C,2x10 T 8 G AGENCY @48"O/C IN 90 MPH WIND ZONE AND w SPF#1#2 JOIST @ 16"OIC (NOMINAL 3/4")RATED FLOOR @24"O/C IN 110 MPH WIND ZONE (�) 2X6 SUBFACIA . t 00o APPROVED 1/2"DIAMETER DRAFTSTOPPING 6"FACIA` BOLT " ' co 48OIC" o MATERIAL"' VENTED SOFFIT* j.N rn m m, • 24'-0" 9X4 WITH 29 R-21 INSULATION4t UJ U TOP PLATE SPF w VAPOR BARRIER O F m Y STUD GRADE(S) 0 w z U w EXTERIOR FINISH w =3:= d `(SEE EXTERIOR m O o U o ELEVATION) Co co 2x6 SPF#2 @ 16"OIC ' AGENCY RATED SHEATHING (NOMINAL 112") 1/2"GYPSUM BOARD—/ \—INFILTRATION BARRIER TO COMPLY WITH ASTM D226 NASCOR"I"JOIST IN BATH 16d NAIL @ 12"O/C AND 112" BOLT WITH NUT AND AREAS @ 16"O/C,2x10 1 1/4"X12"X 20 ga STEEL STRAP WASHER @ 48"O/C SPF#1#2 JOIST @ 16"OIC ATTACHED WITH 4-8d NAILS O FLOOR PERIMETER AND TO SILL PLATE @24"O/C IN 100 MPH WIND ZONE(') U) p dt 0 w 2x8 P.T.SILL PLATE wl SEALER* FLOOR INSULATION W w PER RES-CHECK F— a-W BY BUILDER 518"DIA.ANCHOR BOLT IMBEDDED 31/2"X7"X1/4"STEEL PLATE IN CONCRETE MIN.7"(15"IN MASONRY) @ V-0"O.C.MAX.12"FROM CORNER(') 31/2"STEEL COLUMN SEE FOUNDATION PLAN CONCRETE PARGING COVER FOR SPACING WITH BITUMINOUS COATING m LU e � FOUNDATION WALL BY BUILDER.PLANS = ' ENGINEERED FOR 10"THICKNESS Q 4"CONCRETE SLAB #4 RE-BAR CONTINUOUS c+� FOOTINGS TO BEAR ON ON 6 MIL.VAPOR BARRIER Q UNDISTURBED SOIL PERFORATED DRAIN TILE ¢r- p 0T:0 : Q m} 4"GRAVEL BED vj Z FOOTING w 0 w O= Z W ZU O O 0 ow m ¢ Vn--3 SECTION A-A LUw Q Z cn w U w w lY Q O CE �a C:) Qo G; V5 ins 0 1 1/2"x20 GA STEEL STRAP Q: ��\\ X ATTACH WITH NAILS SHIM AT RIDGE AS REQUIRED �s � LL @24"OIC EACHH SIDE SI "' 2X4 SPF#2 RIDGE " d U. Uj CC- Q ATTACH TO EACH OTHER 2X4 SPF#2 FLIP RAFTER �9 , �� O o WITH 2-8d NAILS @16"OIC"• 30 YR.SELF SEALING FIBERGLASS CLASS Cf I �� m SHINGLE OVER 15#ROOF UNDERLAYMENT AND 15/32"AGENCY RATED ROOF SHEATHING a `6 U) ai 2x6 SPF#2 RAFTER @ 16"0/C o 12 9 ATTACH WITH 2x10 SPF#2 RAFTER @ 16"OIC 4-16d NAILS'•' ATTACH WITH R-30 INSULATION WITH 2-16d NAILS"' VAPOR BARRIER 1"AIR SPACE AT EACH RAICE SHIELD 36"WIDE FTER SIMPSON H6 AT EACH RAFTER ROOF PANEL SHIPED LOOS�/ AT TOP AND JOIST AT BOTTOM INSTALLED ON SITE IN WIND AREAS GREATER 2X6 SUBFACIA THAN OR EQUAL TO 100 MPH 112"GYPSUM BOARD 6"FACIA' R-3 INSULATION WITH VENTED SOFFIT VAP R BARRIER 2X10 JOIST DFL#1&BTR @ 16"O/C 112"GYPSUM BOARD 0 cc NASCOR"I"JOIST IN BATH T&G AGENCY AREAS @ 16"OIC,2x10 RATED FLOOR SPF#1#2 JOIST @ 16"O/C (NOMINAL 3/4") 11112"X12IL 0"X 20 ga STEEL STRAP ATTACHED WITH 4-8d NAILS FLOOR PERIMETER AND TO SILL PLATE Miff @48"OIC IN 90 MPH WIND ZONE AND @24"O/C IN 110 MPH WIND ZONE(•) w ' 112"DIAMETER J APPROVED DRAFTSTOPPING o BOLT @ 48"O/C... MATERIAL"' 1/2"GYPSUM BOARD ' 2x4 WITH 2x6 R-21 INSULATION TOP PLATE SPF W/VAPOR BARRIER STUD GRADE(S) V EXTERIOR FINISH (SEE EXTERIOR m ELEVATION) >- `4 2x6 SPF#2@ 16"OIC co AGENCY RATED SHEATHING (NOMINAL 112") o 1/2"GYPSUM BOARD INFILTRATION BARRIER 24'-6" TO COMPLY WITH ASTM D226 SNOIS)n3d NASCOR"I"JOIST IN BATH 16d NAIL @ 12"OIC AND 112" BOLT WITH NUT AND AREAS @ 16"OIC,2x10 1 114"X12"X 20 a STEEL STRAP WASHER @ 48"0/C SPF#1#2 JOIST @ 16"OIC ATTACHED WITH 4.8d NAILS FLOOR PERIMETER AND TO SILL PLATE @24"OIC IN 100 MPH WIND ZONE(•) I 2x8 P.T.SILL PLATE W/SEALER FLOOR INSULATION PER RES-CHECK o BY BUILDER 5/8"DIA.ANCHOR BOLT IMBEDDED FJ– o 31/2"X7"X114"STEEL PLATE IN CONCRETE MIN.7"(15"IN MASONRY) o N @ 6'-0"O.C.MAX.12"FROM CORNER(`) m � o 3 112"STEEL COLUMN �m Y -- SEE FOUNDATION PLAN F- Ltl v w FOR SPACING WITH BITUMINOUS OAT NG w = =Q ., U) W 0 0 0 FOUNDATION WALL BY BUILDER.PLANS ENGINEERED FOR 10"THICKNESS FOOTINGS TO BEAR ON ON CONCRETE SLAB BARRIER #4 RE-BAR CONTINUOUS UNDISTURBED SOIL PERFORATED DRAIN TILE >. a +• O 4"GRAVEL BED , FOOTING O SECTION B-B LU SIMPSON H2.5 AT EACH RAFTER w OUTER PERIMETER 1 114"X9114" RIGID PSI E=0.8X10"6 PSI, 2ND FLOOR FLOOR = Ft 11=680 PSI,Fv=355 PSI 12d nail 5 perloist 15/32"PLYWOOD STRIP Q ATTACH WITH 8d NAILS o 7/16"osb sheathing(continuous) AT 4"OIC 0 Q LO attach w/4-Sd nails 1 114"X12"X 20 ga STEEL•STRAP p 0 ATTACHED WITH 4-8d NAILS 24"o/c z 1 112" 4 stteel strap IN>100 MPH WIND Z�NE(') Q m} attach w�� 8d nails =z 4 nails in stud 4 in nm Ioist w — w w z 12d nail 12"olc Cl z Of Z U O0 0 0� 16d NAIL @ 12"O/C m Q ROOF/CEILING JOIST PERIMETER CONNECTION OUTER PERIMETER 1114"X91/4" RIGIDRIM;E=0.8X10"6 PSI, Ft 11=680 PSI,Fv=355 PSI 1ST FLOOR CEILING 2ND FLOOR TO 1ST FLOORQ Li PERIMETER CONNECTION F- F/5 U U LU LLIQ a H- � e 1 112"x20 GA STEEL STRAP 1 1/2"x20 GA STEEL STRAP ATTACH WITH 4-8d NAILS SHIM AT RIDGE AS REQUIRED ATTACH WITH4-8d NAILS SHIM AT RIDGE AS REQUIRED @24"0/C EACH SIDE"' @24"OIC EACH SIDE"' 2X4 SPF#2 RIDGE � 2X4 SPF#2 RIDGE ATTACH TO EACH OTHER 2X4 SPF#2 FLIP RAFTER ATTACH TO EACH OTHER 2X4 SPF#2 FLIP RAFTER WITH 2-8d NAILS @16"O/C"' WITH 2-8d NAILS @16"O/C... 30 YR.SELF SEALING FIBERGLASS CLASS C SHINGLE OVER 15#ROOF UNDERLAYMENT AND 15/32"AGENCY RATED ROOF SHEATHING 20 SPF#2 RAFTER @ 16"0/C ATTACH WITH 30 YR.SELF SEALING FIBERGLASS CLASS C ATTACH WITH 2x6 SPF#2 RAFTER @ 16"O/C 4-16d NAILS"` SHINGLE OVER 15#ROOF UNDERLAYMENT 4-16d NAILS"` SIMPSON H6 AT EACH RAFTER AND 15/32"AGENCY RATED ROOF SHEATHING 51MPSON H6 AT EACH RAFTER 1"AIR SPACE AT AT TOP AND JOIST AT BOTTOM AT TOP AND JOIST AT BOTTOM EACH RAFTER IN WIND AREAS GREATER IN WIND AREAS GREATER ICE SHIELD 36"WIDE THAN OR EQUAL TO 100 MPH THAN OR EQUAL TO 100 MPH 2X6 SUBFACIA R-30 INSULATION WITH R-30 INSULATION WITH VAPOR BARRIER 2X10 JOIST DFL#1&BTR @ VAPOR BARRIER 2X10 JOIST DFL#1&BTR @ 16"OIC1 6"FACIA` VENTED SOFFIT2lx4 WITH 2x6 R-21 ` R-30 INSULATION WITH TOP PLATE SPF INSULATION W1 VAPOR BARRIER STUD GRADE(S) W/VAPOR BARRIER EXTERIOR FINISH 1"AIR SPACE AT (SEE EXTERIOR o EACH RAFTER - ELEVATION) co -��' 2x6 SPF#2 @ 16"0/C ICE SHIELD 36'WIDE AGENCY RATED SHEATHING (NOMINAL 112") 14'-6" 14'-6" 1/2'GYPSUM BOARD INFILTRATION BARRIER TO COMPLY WITH ASTM D226 16d NAIL @ 12"0/C AND NASCOR'I"JOIST IN BATH T&G AGENCY NASCOR"I"JOIST IN BATH T&G AGENCY 1 1/4°X12"X 20 ga STEEL STRAP AREAS @ 16'OIC,2x10 RATED FLOOR AREAS @ 16"OIC,2x10 ATTACHED WITH 4-8d NAILS SPF#1#2 JOIST @ 16'0/C (NOMINAL 314") SPF#1#2 JOIST @ 16'OIC RATED FLOOR 16d NAIL @ 12"OIC AND (NOMINAL 3/4") 1 1/4°X12°X 20 a STEEL STRAP FLOOR PERIMETER AND TO SILL PLATE 9 @48"O/C IN 90 MPH WIND ZONE AND ATTACHED WITH 4-8d NAILS @24"O/C IN 110 MPH WIND ZONE(') 2X6 SUBFACIA FLOOR PERIMETER AND TO SILL PLATE @48'OIC IN 90 MPH WIND ZONE AND \-6"FACIA' @24'O/C IN 110 MPH WIND ZONE(`) VENTED SOFFIT' 112'GYPSUM BOARD 1/2'GYPSUM BOARD 2x4 WITH 2x6 R-21 INSULATION 2x4 WITH 2x6 TOP PLATE SPF Wl VAPOR BARRIER TOP PLATE SPF R-21 INSULATION STUD GRADE(S) STUD GRADE(S) W/VAPOR BARRIER EXTERIOR FINISH EXTERIOR FINISH 0 (SEE EXTERIOR (SEE EXTERIOR ELEVATION) o ELEVATION) 26 SPF#2 @ 16"0/C m 2x6 SPF#2 @ 16"OIC Eo AGENCY RATED SHEATHING Eo AGENCY RATED SHEATHING (NOMINAL 1/2') (NOMINAL 112") 1/2"GYPSUM BOARD \—INFILTRATION BARRIERINFILTRATION BARRIER TO COMPLY WITH ASTM D226 1/2"GYPSUM BOARD TO COMPLY WITH ASTM D226 NASCOR'I"JOIST IN BATH T&G AGENCY 16d NAIL @ 12"OIC AND NASCOR'I'JOIST IN BATH T&G AGENCY 16d NAIL @ 12"OIC AND AREAS @ 16"O/C,2x10 RATED FLOOR 11/4"X12"X 20 a STEEL STRAP AREAS @ 16'O/C,2x10 RATED FLOOR 1 1/4"X12"X 20 ga STEEL STRAP SPF#1#2 JOIST @ 16"O/C r(NOMINAL 3/4') ATTACHED WITH 4-8d NAILS ATTACHED WITH 4-8d NAILS FLOOR PERIMETER AND TO SILL PLATE SPF#1#2 JOIST @ 16"O/C (NOMINAL 3/4°) FLOOR PERIMETER AND TO SILL PLATE @24°OIC IN 100 MPH WIND ZONE('1 @24°OIC IN 100 MPH WIND ZONE(') FLOOR INSULATION FLOOR INSULATION PER RES-CHECK 5/8"DIA.ANCHOR BOLT IMBEDDED PER RES-CHECK BY BUILDER BY BUILDER 5/8"DIA.ANCHOR BOLT IMBEDDED IN CONCRETE MIN.7"(15"IN MASONRY) IN CONCRETE MIN.7"(15"IN MASONRY) @ 6'-0"O.C.MAX 12-FROM CORNER(') @ 6'-0"O.C.MAX.12"FROM CORNER(') CONCRETE PARGING COVER CONCRETE PARGING COVER WITH BITUMINOUS COATING WITH BITUMINOUS COATING �O G® ��, Q SECTION C-C FOUNDATION WALL BY BUILDER PLANS SECTION D-D FOUNDATION WALL BY BUILDER.P ENGINEERED FOR 10"THICKNESS ENGINEERED FOR 10"THICKNESS (r o , , •?'mom 1�* cn 4'CONCRETE SLAB #4 RE-BAR CONTINUOUS 4"CONCRETE SLAB ON 6 MIL.VAPOR BARRIER PERFORATED DRAIN TILE ON 6 MIL.VAPOR BARRIER #4 RE-BAR CONTINUOUS • � . �PERFORATED DRAIN TILE o. 0150 • • e p m PROJECT NAME: BUILDER: DWN BY # DATE WARD LONG ISLAND MODULAR HOMES TWO STORY SECTIONS PROJECT SITE: ADDRESS: SHEET# 11 o Signature l3uil�nq Systems ofl'fl, GGC 500 NORTH BROADWAY PROJ.ID M DWN.BY: TLM - 1004 SPRINGBROOK AVENUE, MOOSIC,PA 18507 CHECKED BY: w 570 JERICHO,NY.11753 SERIAL#: --- DATE: 12/05/08 tel.� ( )774-1000 Fax. (570)774-1010 ATTACH WITH 4-8d NAILS 1 1/2"x20 GA STEEL STRAP SHIM AT RIDGE AS REQUIRED 1 112"x20 GA STEEL STRAP @24"OIC EACH SIDE"' ATTACH WITH 4-8d NAILS 2X4 SPF#2 RIDGE @24"O/C EACH SIDE"" SHIM AT RIDGE AS REQUIRED 2X4 SPF#2 RIDGE ATTACH TO EACH OTHER 2X4 SPF#2 FLIP RAFTER ATTACH TO EACH OTHER 2X4 SPF#2 FLIP RAFTER WITH 2-8d NAILS @16"0/C"` WITH 2.8d NAILS @16"OIC"' 30 YR.SELF SEALING FIBERGLASS CLASS C GLE OVER 15#ROOF UNDERLAYMENT ND 15132"AGENCY RATED ROOF SHEATHING 26 SPF#2 RAFTER @ 16"0/C ATTACH WITH 30 YR.SELF SEALING FIBERGLASS CLASS C ATTACH WITH 2x6 SPF#2 RAFTER @ 16"OIC 4-16d NAILS— SHINGLE OVER 15#ROOF UNDERLAYMENT 4-16d NAILS— SIMPSON H6 AT EACH RAFTER AND 15132"AGENCY RATED ROOF SHEATHING SIMPSON H6 AT EACH RAFTER 1"AIR SPACE AT AT TOP AND JOIST AT BOTTOM AT TOP AND JOIST AT BOTTOM EACH RAFTER IN WIND AREAS GREATER IN WIND AREAS GREATER ICE SHIELD 36"WIDE THAN OR EQUAL TO 100 MPH THAN OR EQUAL TO 100 MPH 2X6 SUBFACIA R-30 INSULATIONWITH R-30 INSULATION WITH VAPOR BARRIER 2X10 JOIST DFL#1&BTR @ 16"OIC VAPOR BARRIER 2X10 JOIST DFL#1&BTR @ 16"OIC t 6"FACIA' 1—VENTED SOFFIT` 2x4 WITH 2x6 R-21 INSULATION R-30 INSULATION WITH TOP PLATE SPF W/VAPOR BARRIER VAPOR BARRIER STUD GRADE(S) EXTERIOR FINISH 1"AIR SPACE AT (SEE EXTERIOR o EACH RAFTERo ELEVATION) Eo E0 2x6 SPF#2 @ 16"OIC AGENCY RATED SHEATHING ICE SHIELD 36"WIDE (NOMINAL 1/2") 112"GYPSUM BOARD INFILTRATION BARRIER TO COMPLY WITH ASTM D226 16d NAIL @ 12"OIC AND NASCOR"I"JOIST IN BATH T&G AGENCY NASCOR"I'JOIST IN BATH 1 1/4"X12'X 20 ga STEEL STRAP AREAS @ 16"0/C,2x10 RATED FLOOR AREAS @ 16"OIC,2x10 T&G AGENCY ATTACHED WITH 4.8d NAILS SPF#1#2 JOIST @ 16"OIC (NOMINAL 3/4") SPF#1#2 JOIST @ 16"0/C RATED FLOOR 16d NAIL @ 12'O/C AND FLOOR PERIMETER AND TO SILL PLATE r(NOMINAL 314") 1 1/4"X12'X 20 ga STEEL STRAP @48"O/C IN 90 MPH WIND ZONE AND ATTACHED WITH 4-8d NAILS @24"OIC IN 110 MPH WIND ZONE(') 2X6 SUBFACIA FLOOR PERIMETER AND TO SILL PLATE @48"O/C IN 90 MPH WIND ZONE AND @24"O/C IN 110 MPH WIND ZONE(`) 6"FACIA` \1/2"GYPSUM BOARD VENTED SOFFIT' `112"GYPSUM BOARD 2x4 WITH 2x6 R-21 INSULATION 2x4 WITH 2x6 TOP PLATE SPF W/VAPOR BARRIER TOP PLATE SPFJR1 INSULATION STUD GRADE(S) STUD GRADE(S) VAPOR BARRIER EXTERIOR FINISH ` EXTERIOR FINISH (SEE EXTERIOR `(SEE EXTERIOR ELEVATION) v ELEVATION) 2x6 SPF#2 @ 16"0/C 2x6 SPF#2 @ 16'OIC Eo AGENCY RATED SHEATHINGco AGENCY RATED SHEATHING (NOMINAL 112") (NOMINAL 1/2") 1/2"GYPSUM BOARD INFILTRATION BARRIER \-INFILTRATION BARRIER 15'4" 15'-4" TO COMPLY WITH ASTM D226 1/2'GYPSUM BOARD TO COMPLY WITH ASTM D226 NASCOR"I"JOIST IN BATH T&G AGENCY 16d NAIL @ 12'O/C AND NASCOR"I"JOIST IN BATH T&G AGENCY 16d NAIL @ 12'0/C AND AREAS @ 16"OIC,2x10 RATED FLOOR 1 114"X12"X 20 a STEEL STRAP AREAS @ 16"OIC,2x10 RATED FLOOR 1 1/4"X12'X 20 ga STEEL STRAP SPF#1#2 JOIST @ 16`O/C (NOMINAL 3/4") ATTACHED MIETER AND TO SILL PLATE SPF#1#2 JOIST @ 16"OlC r(NOMINAL 3/4") ATTACHED WITH 4-8d NAILS @24'O/C IN 100 MPH WIND ZONE(') FLOOR PERIMETER AND TO SILL PLATE @24'01C IN 100 MPH WIND ZONE(') FLOOR INSULATION FLOOR INSULATION PER RES-CHECK PER RES-CHECK BY BUILDER 518"DIA.ANCHOR BOLT IMBEDDED IN CONCRETE MIN.7"(15"IN MASONRY) BY BUILDER IN DIA.ANCHOR BOLT IMBEDDED @ 6'-0'O.C.MAX.12"FROM CORNER( @ CONCRETE MIN. IN MASONRY) @ 6'-0'O.C.MAX.12"'FRORO M CORNER(') CONCRETE PARGING COVERCONCRETE p 5 • WITH BITUMINOUS COATING WITH BITUMINOUS G C� COVER COATING SECTION E-E FOUNDATION WALL BY BUILDER.PLANS SECTION F-F I � FOUNDATION WALL BY BUILDER.PLANS ENGINEERED FOR 10"THICKNESS ENGINEERED FOR 10"THICKNESS • , 4"CONCRETE SLAB �� /v ON 6 MIL.VAPOR BARRIER #4 RE-BAR CONTINUOUS 4"CONCRETE SLAB #4 RE-BAR CONTINUOUS 0.0 5016 O� PERFORATED DRAIN TILE ON 6 MIL.VAPOR BARRIER PERFORATED DRAIN TILE �F OF NVVI PROJECT NAME: BUILDER: SECTIONS DWN BY # DATE WARD LONG ISLAND MODULAR HOMES TWO STORY SHEET# 12 - 5ig1o&re Auildhq Systems of pal, 4G PROJECT SITE: ADDRESS: DWN.BY: TLM se2 500 NORTH BROADWAY PROJ.ID M CHECKED BY: — U-1 1004 SPRINGBROOK AVENUE, MOOSIC,PA 18507 JERICHO,NY.11753 SERIAL#: -- DATE: 12105108 tel.(570)774-1000 Fax.(570)774-1010 I 0 0HllIOS JO NM01 r — — — — — — — — — — — — — — — — 1d30 '9018 � rV 0 l � _0 EXISTING CELLAR L L JI PROPOSED S-0" X 6'-8", 1I- i I I DOOR (LOCATE PER OWNER) 5'-0" 8'-6" t I I Q 101, MECH R ROOM I I I 0 4 -DROP CEILING PER OWNER 0 -FUR OUT FOUNDATION WALLS I I ( W M WITH 4" STEEL STUDS AND J" SHEETROCK -FLOOR FINISH PER OWNER WINE CL a CLOSET ti66� e 0 IIII 2'-4" I I I I 6"- .3 a' N UP o DN M C E L L A R P L A N o N , N� SCALE: 1 /4" = 1 '—0" m 6'-0„ W LL_ U 0 MECH M CLOSET DROP SLAB 12" a 0 0 5'-2" AI H3•-7" 10'-5" 3'-0" M g _77�� czs co c I BUILT IN WALL UNIT N E �. O M C� LO O F- N E W } REQ ROOM '— Z -DROP CEILING PER OWNER to o �0 0 i -FUR OUT FOUNDATION WALLSC14 o .� WITH 4" STEEL STUDS'AND N ,`;; SHEET ROCK -FLOOR FINISH PER OWNER f L� cL 00 i o G m ,V d O ' EGRESS CXW15 SHEET N0. AREA WAY LADDER TO GRADE 7,-0" 24'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN VMOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 1' /A\\ L sy 12 Q 9 JUN 28 2011 z 12 0 - - TOWN OF SOUTHOLD � D' 0 U7 w o T.O. 8'-0" PLT, T.O. 6'-8" WIN. DOOR nFno O CEDAR SIDING I? 4 • ASPHALT SHINGLE ROOFING L OVER 151 ROOF FELT ON 1/2" COX PLYWOOD SHEATHING, 2"X8" ROOF RAFTERS 0 16" O.C. T.O. SECOND FLR. -- CEDAR SIDING _ -_- T,O. 9'-0" PLT. ui T.O. 7'-0" WL DOOR 0 W CEDAR SIDING Q C DA SIDINGLj � 7F-1Q e Q T.O. FIRST FLR. LJ GRADE Q w Wr4r \-12"0 PERMACAST COL. /n PLU."BER CERTIFICATION 0 �„ ON LEAD CONTENT CC-PORE E F R 0 N T E L E V A T 1 0 N P�ucW` iC ALL RLU"``'""3 WASTE CER77FiCA TE OF OCCUPANCY &WATER LINE'S MEED SOLDER USED IN V.'ATER 0 SCALE: 1 /4" = l '-O" TESTING BEFCn, :COVERING SUPPLY SYSTEM CANrNOT EXCEED 2/10 OF 1%LEAD. ry E.ECTMCAL rl INSPECTION REOUMED COMPLY WITH ALL CODES OF DO NOT PROCEED WITH NEW YORK STATE & TOWN CODES FRAMING UNTIL SURVEY AS REQUJRED AND CONDITIONS OF 0. FOU"MATION LOCATION HAS BEEN AF1 "OVED. �'/ SOUTHOLD TOWN ZBA 00 - I. a OARD o ''SOU T HOLD TOWN TRUSTEES N Z N.Y.S.DEC, w 0 12 10 12 ` � C L O Q ASPHALT SHINGLE ROOFING 1 OVER 15# ROOF FELT ON 1/2" CDX_ , O R Z U > PLYWOOD SHEATHING. rl 2"X10" ROOF RAFTERS 0 16" O.C. USE IS U N LAWFULw W z J ASPHALT SHINGLE ROOFING WITHOUT CERTIFICATE Q < W OVER 15# ROOF FELT ON 1/2' COX i0oPLYWOOD SHEATH NG. I OCCUPANCY - 2"X10" ROOF RAFTERS 0 16" O.C. CEDAR SIDING T.O. 8'-0" PLT. T.O. 6'-8' DOOR L ITR 310 T 28 0 T 28 0 M — � — RETAIN STORM WATER RUNOFF Ccm ' cz WIN. �� PURSUANT TO CHAPTER 236 OF THE TOWN CODE. V N - 24310 24310 APPROVED0 Li I L�JIL�j AS NOTED - 2852 2852 2852 ..� .� 9 GATE �' B.P.# �� F� �� o � r co NOTIFY BUILDING T.O. SECOND FLR, CEDAR SIDING LDING DEPARTMENT AT T.O. 9'-0" PLT. • 765-1802 8 AM TO 4 PM FOR THE Z FOLLOWING INSPECTIONS: F- t. FOUNDATION-TWO REQUIRED � T.O. 7'-0" WWIN./DOORr 281 T 18 0 T -8 0 FOR POURED CONCRETE ,c a 2. ROUGH-FRAMING,PLUMBING, "' ! � I STRAPPING, ELECTRICAL&CAULKING W 3. INSULATION 4. FINAL- CONSTRUCTION&ELECTRICAL i� U d 28310 DHP5652 MUST BE COMPLETE FOR C.O. S� CEDAR SIDING ALL CONSTRUCTION �- 3052 3052 REQUIREMENTS OF THECODES OF E L Go Y W OR K STATE. x NOT R ESPON RESPONSIBLE FOR C3 DESIGN OR CONSTRUCTION ERRORS. m D CEDAR SIDING ILL T.O. FIRST FLR. CEDAR SIDING a (" E SIDE ELEVATION south ) SHEET NO. 2 SCALE: 1 /4" = l '—O" EXISTING SUBJECT TO DAMAGE FROM ' GROUND WIND SEISMIC WINTER ICE FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING USE/ HEIGHT AIR TYPE OF SNOW SPEED DESIGN FROST DESIGN SHIELD HAZARDS LOAD LOAD SUCTION LOAD OCCUPANCY FREEZING CONSTRUCTION LOAD (MPH) CATEGORY LINE TEMP. UNDERLAYMENT CLASSIFICATION INDEX WEATHERING DEPTH TERMINATE DECAY REQUIRED 45 PSF 120 B SEVERE 48" MODERATE SLIGHT 11 Y E S FROM 1998 40 PSF 20 PSF PERIMETER EDGE ZONE - 6.72 PSF EDGE ZONE - 35.8 PSF RESIDENTIAL 26' 599 TYPE V TO TO FIRM MAPS INTERIOR ZONE - 51.4 PSF INTERIOR ZONE - 28.9 PSF HEAVY MODERATE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - - - - - - - - T EXIST. BALCONY / \ EXIST. I I EXIST. I 1 / \ / �� \ a DINING BEDROOM o EXIST. \ MA TER I D \BE R00 0 00. I0 o EXIST. \\ �' \ / I I LIVING EXIST, / m BEDROOM \ i ROOM o a I � a I EE ❑ o0 EXIST, 1 II 1 \ \ � � - - - � � / / I KITCHEN I s'-s" cn o z I \ / \ / I F- — I > CV N II — — _ _ _ _ _ _ _ \ / \ - - - - - W _ _ _ Ld x I I I I ENLARGE OPENING \ / I x w TO ACCOMODATE 1 w L — II I REMOVE \\ 05 6068 DOOR I \ / I EXIST. WIN 04 ( I I — ' DO III I SMOKE SMOKE LINE OF WALL O~DETECTOR •O I F (0 �Q6 I SIDE O DETECTO t \ la't5T/E�" —CARBON w MUD ROOM I N TRYR I \ \V (TYPICAL) ©r-DETECTOR I I I III T 0 REMOVE III 0 OPEN RAIL I ( EXIST, WINDOWS DN 2"x8" R.R. I I I W D \ I ( I � =3—ICROLAM GIRDER$ \ — — — — — I�I W o0 EXIS INDOWS 3'_g" EXIST. -- - - - - - - - - I - - - - - II 11 4'-6" �I w 0 8'_4 REMOVE BATH ( 9'-8" 1'-OT - — — — —— -1 3 Ex1s� wINDo I EXIST. — NO CHANGE I ( EXIST. EXIST. 2'-0" a n W O � OPEN TO I —I I N FOYER STUDY/GUESTin \ -W BELOW 1 I I EXIST. - - - - - - xl I EXIST. I OFFICE I af 2"x10" R.R. 2" 1 " R.R. I ( N V) PLAY ROOM I I — —— — E:ATH — I 'n ul = Q' 16" O.C. R 0 " O.C. " 1 W.(• I in w In N W \ I j CLOSET I i I Q M W o In 1 I EXIST. WINDOWS O' ui w N 0FFI CE;� i �WILL R I W O I I I I a O_SMOKE I I II 6 -6 J O . u 1 S DETECTOR Z oI 0 N SMIr OKE ; 6�� I N UP o O` DETECTOR Q - - - - - 3 v� i Q 0 N N w O SMOKE \I ( ( I �o " 11 7/8" TJI JOIST 0 OrDETECTOR z 0 430 SERIES 0 (0 w 66d (— M( E �— I J =o w ® 16 OC. EXISTING EXISTING EXISTING EXISTING LO 51 I LINE OF CA,„LEVER ABOVE d 4'-0" — -L- — — \ c5 \ z 10'-4" -- —I- - - - - - - - - -I 9'-8" 00 O 14 � L3 0 I N � 1 \ to R . WO 0 D t \ N J I I I ROOF 1 I c 1D I _ BELOW N ® PORCH w II I — PORCH ROOF — � PORCH \ I - - - - - - - - BELOW \ 'MOOD DECK 4 Z ass � � + I I I \ o Dt. I I 0- -77--w 2x1 D H R _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - "' II 1— - - - - CLOSET -LnL_ o� L o - - - - - - - —.coo PER- 1 - - - - - - -- - - - o 'nW o N a rn a, .x 8'-B" 9'-0" g'_g• 6._6,. 8" N " N I L x "I I SMOKE I ' 33'-10' 00 O M w 3 W eq N w N " O--DETECTOR " 12"0 PERMACAST COL, p W "�w N I Of z �. x v N v .3'-6" 1 W 4- `" Ow m x �� 4 N o o = � o N w o W 1 7'x10" R.R. 2"x10" R.R. I o a) > F- ® 16" O.C. ® 16" O.C. N -0 2'-8 j ao cn I Z O IN a 0 O U 'at �D 0 Q O = li.. 1 O .}w CLOS " s'-o"�' 5'-6" MW 00 o�� X I (975 SF ADDITION) w " LINE OF `n I (—CANT J BO ~ ' c N 11 7/8" TJI JOISTS �66 " 1 , F I R S T F L 0 0 R P L A N Q Q ° BELOWUNE WALL a N 0 16" OC - SCALE: 1 /4" = 1 '-0" o 0 I ( I I 8'-0" 4'-6" 4'-6 Lu w 0 I z I I 2'-7" 10'-5" 5'-2" ILO 2 1 I I I 5 22' S'-2 0 2'-104„ ° 669 I II I TR 2010 TR 010 TR2010 I TR2010 TR 010 TR2010 CIO ,�..� M 2046 3 46 2046 4'-0 2952 3052 2052 - 4—o' G "d N ¢ CO 0 o rod U r �n�; = N N p n N 66(Q c0 \ 00 ip O N r ° Oto 64 x •- 0 cV O I O N® Of N Z*1 3'-0" cv v; X \ '�% 2068 `r a N ILn 2"x8" R,R. X 2"x8 R.R. Ma IT tD is - MM I rn 016" O.C. / \ ®t16' O.C. no a 0" 49/ o r I I , ��/ p o �� "1 2068 N N �,N ■ N M A S T E R cv z �, x- \ \ Of i g•-0" ° B E D R O O MC4 0 & " �" LO � o co o — — — \ (D—DETECTOR TOR \� 0_ io n LJ IL o — — Z ^ I cn N I 2'-00 3-1 3/4" X 11 7/8" 1 fn toss �, aLu ¢ MICROLAM GIRDER " � I I — U � W ( BEDROOM �� I 2 ( � BEDROOM II 2 L 2 x� 1 I 4 I 4 c L � O—SMOKE j �O O�DETECTOR Rj SMOKE e !G o r7 Of o I I I I W.1. I CLOSEcz CLT N f I U 2"x10"R.R. \\ 2"x10" R.R. �\ ® 16" O.C. C 16" O.C. I .- ,I —IN 11 2' �0I I 10'-4" 10'-4 in 11 2-2"x12" HDR 3046 3046 3046 3046 TR2010 TR4 010 TR2010 SHEET NO. EGRESS EGRESS EGRESS EGRESS 2052 WPW 1052 2052 "0 3'-7" I 3'-7" 0 —� (952 SF ADDITION) 12'-0" 12'-0" PON S E C O ND FLOOR PLAN 24'_°" Z A D 0 1 T 1 0 N m SCALE: 1 /4" = 1 '-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 2-1 3/4" X 11 7/8" MICROLAM RIDG . 2-1 3/4" X 11 7/8" TYPICAL ROOF CONSTRUCTION TYPICAL ROOF CONSTRUCTION MICROLAM RIDGE ASPHALT SHINGLE ROOFING ASPHALT SHINGLE ROOFING OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 12 OVZR 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 12 2-1 3/4" X 11 7/8" 2"X10" ROOF RAFTERS 0 16" O.C. 9 2"X10" ROOF RAFTERS 0 16" O.C. Q 9 MICROLAM (TYP) z o L=C ATTIC o_ 2'-5j" 22 U) w 0 O F F I C E HALLWAY o HALLWAY R I B A T H co m i0 TYPICAL FLOOR CONS RUCTION TYPICAL FLOOR CONSTRUCTIONlWo z 11 7/8 JI FLOOR JOISTS 0 16"O.C, ' O \ 11 7/8 TJI FLOOR JOISTS 0 16"O.C. 0 4'-e" W/3/4" PLYWOOD SUIC3FLOOR W/M N. R-19 BATT, INSULATION +'-�" a Lul O O W/3/4" PLYWOOD SUBFLOOR W/MIN, R-19 BATT. INSULATION �; L w \ r x8" ACQ JST. x8" ACQ JST. TYPICAL WALL CONSTRUCTION TYPICAL 'WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X t0'-6" CEDAR PERFECTION SHII`XLES TYVEK HOUSE WRAP 1/2" CDX PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" D.C. PLYWOOD SHEATHING ON 2"X4" WD, STUDS 0 16" O.C. R-15 INSULATION o HALLWAY R-15 INSULATION o HALLWAY , °' eLAY ROOM u u TYPICAL FLOOR CONSTRUCTION TYPICAL FLOOR CONSTRUCTION BATH 0 11 7/8 TJI FLOOR JOISTS 0 16O.C. " 11 7/8 TJI FLOOR JOISTS 0 16-O.C. W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT, INSULATION W/3/4" PLYWOOD SUBFLf}OR W/MIN, R-19 BATT, INSULATION F ULM W IlLu 27x10" ACQ JST. 2"x10" ACQ JST. Q " 10" POURED CONCRETE FOUNDATION 10 POURED CONCRETE FOUNDATION C E L L A R C E L L A R WALL ON A 10" X 20" POURED o POURED CONCRETE FOOTING 1 WALL ON A CONCRETE FOOTING o 1 m W � 0 LIQUID MEMBRANE WATERPROOFING 0 COVE OVER FOOTING CL/'� Q 0 E S E C T 1 0 N E S E C T I O N _ p 3 SCALE: 1 /4)) = 11-0" 3 SCALE: 1 /4" = 11-0" BRICK CHIMNEY TO 2'-0" ABOVE A 10'-0" HORIZONTAL PROJECTION 00 O O 04 Z � 0 W m 12 j �10 O �l Z U w W � z J RIDGE VENT \ \ \ \\ Q Q ASPHALT SHINGLE ROOFING \\ � r' CEDAR SIDING - --- cz U " N CEDAR SIDING J r` 2442 � � cri ■ "� Z c Q a Lu Lu 281 281 i U CrSCEDAR SIDING L � 2442 O 2852 2852 C13 U c� CEDAR SIDING SHEET NO. GRADE ADDITION E L E F T S I D E E L E V A T I O N 4 SCALE: 1 /4" = 11-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IM WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHI TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, — -� TYPICAL ROOF CONSTRUCTION 12 \ ASPHALT SHINGLE ROOFING 9 ! -`" \ OVER 15# ROOF FELT ON 1/2" COX PLYWOOD SHEATHING, \ 2"X10"ROOF RAFTERS 0 16" O.C. z o f I I 2x6 COLLAR TIES F - - I T.O. 8'-0" PLT. U T.O. 6'-8_WIN. DOOR cn I I w 1 i I o co B E D R O O M B E D R O O M TYPICAL FLOOR CONSTRUCTION 2 _ 6'-6" 11 7/8 TJ FLOOR JOISTS 0 16-O.C. z 1 EXISTING I 5'-1D" 8" W/3/4" PLYWOODSUBFLOOR W/MIN. R-19 BATT. INSULATION o O O 1 CELLAR _ 1 T.O. SECOND FLR. \ ib T.0. 9'-0" PLT. L — I 1 I— _ —I I I I TYPICAL WALL CONSTRUCTION CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X T.O. 7'-0" WIN. D00 PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. W 1 R-15 INSULATION 1 IL CJI I 1 CLOSET �� \�\ M A S T E R ANCHOR AND BOND TO EXISTING ( I oa S U I T WITH #5 REBARS 012" O.C. VERTICAL � � —I I I I TYPICAL FLOOR CONSTRUCTION � „ „ I I I 1 " 11 7/8 TJ FLOOR JOISTS 0 16-O.C. \ o o / 0 PROPOSED 3-0 X 6 -8 I W 3 4 PLYWO SUBFLOOR W MIN, R-19 BATT. INSULATION - - — — — — — — — DOOR_(LOCATE PER OWNER) I I 1 / / / L�JI T.O. FIRST FLR. Q - - - - - - - - - - - - - - 1. IR TOP PER GRADE 1 I I I NYS CODE (TYP) Q 1 10" 14'-8" I I 1 0 O_ N i 1 I I I I I 10" POURED CONCRETE FOUNDATION C E L L A R• 1 I I I I I bo WALL ON A 10" X 20" POURED o Q W 0 f I I I I I I CONCRETE FOOTING o I No l I I 1 ANCHOR AND BOND TO EXISTING 117/s" TJI JOISTS 360 SERIES I WITH #5 REBARS 012" O.C. VERTICAL ® 16" OC. R-19 INSULATION I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I �- �i 0 L J LIQUID MEMBRANE WATERPROOFING 1 - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - � COVE OVER FOOTING 1 I II 0T. I I io 3-1 3/4" X 11 7/8" FLUSH I 1 C+-- En V N7 T8"� 4'-6" 8'-0" 9'-0" 9'-8" 6'-6" 8" E S E C T I O N 6 0) x I I I 33'-10" 3 SCALE: 1 /4" = 1 '-0" o N I I N M 1 1 1 w 1 I �P I I � �y FOUNDATION PLAN STEP FOOTING DOWN I M I L --I 0 12" DROP SLAB 12" I DN I I SCALE: 1 /4" = 1 '-0" > F- 3-1 3/4" X 11 7/8" LUSH Z U N I I I I , w DROP SLAB 12" I I I Q Q o 0I I 1 11 71e TAJOISTS 360 SERIES I I ® 6" OC. R-19 INSULATION \\ I 1 L JI I 1 S-7" I ,0'--5" 1 -1 3-1 344" X 11 7/8 L— — AM GIKIJER1 U N 3'-0" I O 10" I 8'-10" 5'-3" 8'-9" 1 10"_ 1 1 I 1I V/ co I W o 1 I NEWS 1 1 CELLA R � Z I i I I ~ 01 4" POURED CONCRETE SLAB vi c o OVER 6 MIL. POLYETHLENE N M mw i 1 VAPOR BARRIER ON WELL p 1 a) /, � COMPACTED POROUS FILL 0 1 U c0 1 I � ® I 1 I i _ 1 1 I m 1 U a 1 I POURED CONCRETE FOUNDATION 0'O WALL ON 10"X20" POURED 1 CONCRETE FOOTING 1 1 SHEET NO.- EGRESS 0.EGRESS CXW15 I I I I e I I AREA WAY I I LADDER TO GRADE CORNER HOLD DOWNS I 7'-0' (TYPICAL) I--- ---- ----� SEE DETAIL SHEET I I L------- ------J • 24=0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, ;S PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Y TABLE R 301.7 *r,`;i.• w, _. ' r`f�� ~• TOP PLATE FRAMING : TO ACCOMADATE CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING JOISTS OR APPROVED DEFLECTION `s"a� TOP_PLATES RAFTERS W/ GREATERL/180 ( I ROOF TRUSS SLOPES THAN 4 W/NO TOP PLATES 4 V FINISHED CEILING SECOND STORY TOP PLATE- WW MM TABLE 3.1 ATTACHED TO RAFTERS i `^• " r.�� , w 16 A TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. ACCORDA�CEDWNHTALC � IN STUD PARRIOR ALLS AND H/IdU t-. JOIST IS PERMITTED TO NOTCHING PROVISIONS r t BE CUT OR NOTCHED FLOCEIORS SAND PLASTERED L/iso STUD I I.. FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- BORED HOLE MAX SEE DRILLING AND SEE DRILLING AND DIAMETER 60% ALL OTHER sTRucruRAl L/zoo BORED HOLE MAX z BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH MEMEBELL DIAMETER 40% WFCM SECTION I 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/iso OF STUD DEPTH 5 8" MIN. TO EDGE STUCCO FINISHE NSTALLED IN ACCORDANCE / 240 5/8 MIN. TO EDGE Ext. WALLS-WIND LOADS L f d NAIL AT 6" O.0 WITH WFCM TABLE 3.1 / 0 J. ALL PANEL EDGES) WITH BRITTLE(b) FINISHES "r 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/Z40 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH , BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (Q) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the o7 TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3--END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6" O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL ) BE LOCATED IN THE SAMIE of the cantilever. DOUBLE AND NCS MORE THAN TWO CROSS SECTION OF CUT OR 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED �, CUT INTO STUD - glass or sandwich panels, the total load deflection shall not LAP JOIST 3 IN. MIN, z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of 0 OR BLOCKING 16d NAIL AT 24 o.e. WOOD STRUCTURAL PANEL WFCM 2001 SBC HIGH WIND EDITION sunroom additions or patio covers, the total load deflection shall cn WFCM 2001 SBC HIGH WIND EDITION Lj INSTALLED IN ACCORDANCE not exceed L/120 w SILL PLATEAl JOIST .o WITH WFCM TABLE 3.1 1 TABLE R 301.2 2.2.1 8d NAIL AT 6" O.C.SON ALL SECTION 3.4.3. . 1 FIGURE 3.3B CWALL OVERING DEAD ADJUSTMENT FACTORS BY ROOF SECTION 3.4. 2. 1 . 1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR 9FRAMING MEMBERS AT PANEL N 0 TCH I N G AND BORED HOLE LIMITATIONS OR BASEMENT MONOLITHIC EDGES AND 12' O.C. ON ALL NOTCHING AND BORED H OLE LIMITATIONS ROOF/CEILING ROOF/CEILING FOUNDATION SLAB-ON-GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psi PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND -B OR E D HOLE LIMITATIONS EXTERIOR CORNER FRAMING ONLY 1.2 0 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. r- NON- BEARING WALLS: R602.6 (1 )(2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj o TYPICAL WALL, FLOOR & ROOF FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 Uj N FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST CD W FASTENER SPACING SEESTUD TORAFTER n FASTENER 2 FEET 4 FEET 6 FEETBLOCKING SECTION A-A C PLE TUD T PICAL OR STUD TO STUD DETAIL GABLE END TRUSS C PANEL SPAN < PANEL SPAN PANEL SPAN -CONNECTORS Q TYPE PANEL SPAN ENDWALL ,. R QUIRED � (� Ltr K 2 FEET 4 FEET 6 FEET 8 FEET 1/2 SPACING-----,, A A � ALLOWS 10-8d 0 2 1AI " HOLDDOWN FNAILS WOOD SEWS 16 16 12 9 INSTALL'AnoN HEADER STUDS ULL LENGTH J 2 1d2" 8 " 16" 12" DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. I..- Q WOOD SCREWS 16 16 ATUHARDWARE ° ° CORNER STUD NOTE. 2"x4" BLOCK NAILED TO EACH CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN ° O TRANSFER SHEAR ° AT EACH END OF HEADER AND -� z (PHD5) ° AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° o NOTE: SIMILAR N ,UP ADDITION TO CONNECTORS AT " W o CONNECTION AT CO EC R 5d COOLER NAILS AT 7 O.C. Q c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. ° R )U IR[ WALL STUDS AND AT TOP AND z d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ° 2-15d COMMON FOUNDATION. `• BOTTOM OF CRIPPLES 20 GAUGE STRAP W ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° ° NAILS AT 6• D.C. FLOOR B R ACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS (n WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL A END WALL Q e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) FIG!f r^ E 3. 7b CONNECTIONS FOR OPENINGS QW ( WFCM AI u I -suBFLooR 8d NAIL 4 O.C. EXTERIOR WALL STRAPPING SCHEDULE ENDWALL STUDS AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NGTES I I FACE OF FOOTING CEILING BRACING GABLE ENDWALL NAILS RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TD RAFTER BAND JOIST 0 12" MAX. (WFCM FIGURE 1.7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER 8-8d TO STUD CONNECTION N c! NAILS BASED ON 2-8d TO PLATES ; ; o SHEAR WALL REQUIREMENTS FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN, 4D-8d 1005 LB PER EVERY STUD w O 1� CONNECTION i' TOP PLATE U w STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD PROVIDE RAFTER TO RIDGE TENSION STRAP 4-8d TO PLATE • o H NO CEILING �-CENTER 2x BLOCKING RIDGE HANGERS IF p NOTES: ° H/2 BUT NEED OT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAILS ° EXC ED 15 FT. AX. EXCEED 40 FT. MA REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1 /4 N ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° ° ° 15/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR E:AVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° CORNER SND ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ao CONNECTED TO QI BASED ON SHEARWALL REQUIREMENTS(PHD5) ° NAIL PENETRATION INTO FRAMING IS ACHIEVED. TRANSFER SHEAR U INSTALL THROUGH FIRST FLOOR SHOE. DOUBLE ° FLOOR TO FLOOFOUNDATION _EARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o PREFERRED METHOD z AT1HARDIWARE CONNECTION ° RAFTER Q w J 8d NAIL AT 12" O.C. ON HOLD DOWN ALL FRAMING ME:N 1BERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 20 GA. STRAP- WINDOW AND DOOR OPENINGS: GYPSUM BOARD W RIDGE BEAM 1„ (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16dNAIL AT +� 14 WIDE MIN. 3.7a & 4.7b) PHD5 24" O.C. RIDGE TENSION STRAP DETAIL CZ w/(8) 8d NAILS TABLE R301 . 5 NOTES EACH SIDE " FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. 11- SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA, o M O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND a, INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO .- NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE \ LOA D / z WCFM HIGH WIND EDITION TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT L I V (A) (OUTSIDE CORNER DETAIL E BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE REQUIREMENTS, ar c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE r o GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND �/� i Simpson Strong- Tie SIMPSON STRONVPT TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 V♦ w SIZE PER MOST RECENT O�ALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. « ® d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT OD Q A35- Chimney Framing TABLE R301 . 2. 2. 2. 1 o EDGES) ANY POINT ALONG THE TOP DECKS 40 0 e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR WALLS. WOOD STRUCTURAL PASSENGER VEHICLE GARAGES 50 ('3 ROOF RAFTER RIDGE DETAIL DEAD LOADS PANEL INSTALLED I NI f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE m ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz ® TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 p 3 SCALE N.T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 _ ROOF CEILING ROOF CEILING LOAD REQUIREMENT. DEAD LOAD DEAD LOAD HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 c z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. ON CONVENTIONAL+ CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 ROOF ONLY 1.0 1.2 AT PANEL EDGES AMD (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TARN TWO ° ROOF PLUS ONE STORY 1.0 1.1 FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 J ,• ° CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE Simpson Strong - Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 1. 2 CORNER BRACING DETAIL EXTERIOR CORNER FRAMING ORTFRAMED OPEN HE INATTIC AREA FRAMEDACCO DANCE WITHACCESSIBLE BY AULL sECTIONO 807.1:T 07 1T AND AY 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) ° p -��f(� The design of this structure is based upon prescriptive approach using the ! cc; ( TABLE 3. 1 WFCM HIGH WIND E D I TI 0 N� Wood Frame Construction Manual WFCM 2001 SBC ublished b The American `' l✓� SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Forest and Paper Association. Non Structural lemen s ore based upon the New �t�. . �•- t�>• NAILING SCHEDULE GENERAL NOTES: " CONNECTIONS RESISTING LATERAL & SHEAR LOADS x s:', York State RESIDENTIAL CODE January 2010. t y-. , .�` .� F• ' ,.f,.!"�• MAX. ANCHOR BOLT SPACING (INCHES) ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on municipal, local zonin and buildin codes and ordinances NUMBER OF NAILS NAIL SPACING sheet no. 1 9 O having P risdiction and best standards of construction "r°:a j JOINT DESCRIPTION 1/2" ANCHOR BOLTS 30 9 N All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS t - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply r 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 Design Criteria-Section R301.2.1.1. See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project. RAFTER TO TOP PLATE TOE-NAILED 9 ( P P `- 2, WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED TiHIE 4-8d PER JOIST LESSER OF THE TABULATED, Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED Dead Load-Section R301,4 & R 301.2.2.2.1 P 9 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2• FSR discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS (FACE NAILED) 9-16d EACH LAP 4• FOR THREE SECOND GUST WAND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATER-AL g except for hidden job conditions. Minimum Room Areo-Section R304 P j Z CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and O COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Sanitation-Section R306 equipment incorporated in the work will be new, and that all work - BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section Section R308 of one year form the date of the final Certificate of Occupancy. 0 and Carports-Section R309 4. The Architect shall not be responsible for the construction means, TRIM BOARD TO RAFTER END-NAILED OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety - WALL FRAMINGExit-Section R311 precautions and programs In connection with the work, and he N INCHES O.C. 1 " AN Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d (SEE NOTE 1) PER FOOT 4' PERIMETER 16 E Ramps-Section R311.6 the work in accordance with the construction documents. The cn EDGE ZONE F s N Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE w E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents STUD TO STUD FACE-NAILED 2-16d 24' O.C. INTERIOR ZONE 16 F Guards-Section R312 and/or the building as designed without the expressed written Smoke Alarms-Section R313 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d i6" O.C. ALONG EDGES GABLE ENDWALL RAKE AND RAKE TRUSS E 4 N Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous (SEE NOTE 41 Flame Spread and Smoke-Section R315 insurance coverage statutory policies (Worker 2-i6d PER 2X4 STUD F 4 TOP OR BOTTOM PLATE TO STUD (END-NAILED) E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316Cn 3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation- R317 Compensation, etc.) and general liability in an mount not 0 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH 9 P 12SS than $ 5 million and automobile liability and damage O Moisture Vapor Retarders-Section R318 coverage not less than S 2 million, The Architect shall be Ln SIDE OF THE ROOF PEAK. THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. g FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Decay-Section n R MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 named insured " any and all policies. � Site Address-Section R321 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous � FLOOR FRAMING TO 6 INCHES 0. C• insulation at all perimeter sills, 3. TABULATED 6' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 7. All wood in Contact with concrete Or masonry to be Wolmonized 4-8d PER JOIST MEMBERS WITH 0>0,49, FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 or pressure creosoted. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. Flood Resistant Construction-Section R324 2-8d 4. TABULATED 4' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8. A Single station Smoke detector alarm device shall be installed BRIDGING TO JOIST (TOE-NAILED) EACH END MEMBERS WITH G>0.49• FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED in each bedroom, On all floors and shall be all interconnected per code. TO 3 INCHES 0. C. Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy grovel and or gravel BLOCKING TO SILL OR TOP PLATE TOE-NAILED as per New York State Code, 3-16d TABLE 3.10 WFCM 2001 HIGH WIND EDITION at 3000 pounds 10, Heating to be designed to provide 70 degrees F. with outdoor LEDGER STRIP TO BEAM FACE-NAILED per d uopo foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind, WREE sEcoNo GusT found upon excavation, O 3-8d PER JOIST WI(GPM(MPH) 85 90 100 110 120 130 140 150 11. All electrical work to be in accordance to the rules and JOIST ON LEDGER TO BEAM TOE-NAILED or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U, and a N.Y.B.F.U. certificate is UJ E F E F E F E F E F E F E F E F g BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST n SHEATHING RAFTER Foundation Notes; to be presented to the Owner at the completion of the job. � � 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 12. Plumbing Installation to comply with State and Local codes BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 5/8 Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. SPACING OR 10 D BOX NAILS INCHES O.C.) » ° " g P P SEE NOTE 1) (INCHES OC) ( 8 poured concrete foundation wall, 8-0 high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. (n N ROOF SHEATHING 12 6 12 s 12 6 12 12 12 121611216 12 Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York 8d SEE TABLE 3.10 INTERIOR 16 s 12 6112 6 12 6 11216 12 6 12 6 12 6 12 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double STRUCTURAL PANELS zoNE 19.2 12 6 121611215 122 » •. 24 2-1 3/4"x11 7/8 Microlom Girder (or 3 1/2%11 7/8 Power Beam) glazed and all exterior door to have insulated cores. (,' DIAGONAL BOARD SHEATiNG PERIMETER is ff66 6 12 6J34 6 a 63 6 6 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceeds Z EDGE 3 s . Damp proofing at exterior foundation below grade-Section R406 the Codes minimum standards. 0 1"X6" OR 1"X8" 2-8d PER SUPPORT 19. ZONE 3000 test 16. These drawings and specification are instruments of service and 2430"x30"x12" deep poured concrete column footings, # 9 P 3-8d PER SUPPORT CABLE ENDWALL RAKE OR RACE TRUSS W DDKOUT BLOCK 6' 6' s' 4 - - - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project forO 1"X10" OR WIDER CABLE ENDWALL RAKE OR RAKE TRUSS W/O RAKE O%MANC 6 s s 6' 6' 6' 6' 6' 6' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made is executed or not. They may not be used Q CEILING SHEATiNG BOARD SHEATHING on any other project except by written authorization of the Architect. ( 1 „ SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade 17, Architect has not been retained for site supervision, on-site v GYPSUM WALLBOARD 5d COOLERS i EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS All footingto be carried down to undisturbed soil inspection and certifications as required or requested by the Owner, 0 SPACING OR 10 D BOX NAILS PER SUPPORT contractor or local building department. WALL SHEATHING (SEE NOTE t) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing + X e OR+ X 8 SHEATHING 12 - 19.2 2 2 2 2 z 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. O STRUCTURAL PANELS 8d SEE TABLE 3.10 1 X 10 OR LARGER SHEATHING 12 - 19.2 3 3 3 31313131 31 31 3 131 3 1 31 31 31 3 Provide 3 1/2' steel lally columns. Q Backfill shall not be placed against the wall until the wall has sufficient FIREBOARD PANELS E- NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS 6d 3» EDGE 6" FIELD Prevent damage F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) braced to the backfill Section R404.1.7. L 7/16" / 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH g b y ) ( L „ » SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 25 32" 8d 3 EDGE / 6 FIELD 2. TABULATED 12" K, NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3,1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 5d COOLERS 1" EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' LLJ O.C. 0 1 . 1 GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 FOR COMMON NAIL Z 0 HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: 8d (SEE TABLE 3.11 (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM, SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Ll.) PARTICLEBOARD PANEL Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING 0 DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Fasten per Table 3.1 WFCM. U210 2X6 SILL � UJ 2-8d PER SUPPORT LOADS EXPOSURE B 2-2x6 ACQ sill with termite shield and sill seal. LTP41 6" O.CO AT EXTERIORRIM JOIST SPERIMETER AT EACH RAFTER Q 1"X6" OR 1"X8" Finish floors per agreement. SHEATHING LOCATION " 1"X10" OR WIDER 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2 OR PANEL SIDING FOR 8d COMMON NAILS Wail construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallfroming and finishing shall be nailed and or screwed in accordance with (INCHES (SEE NOTE 3) (1 720 ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: NOTE: F 12 SEE STRUCTURAL PANELS 4" EDGE ZONE E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C. 16 NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE / 12" FIELD Vinyl vented soffits. lOd 6" EDGE 6" FIELD INTERIOR ZONE 16 F 6 Alluminum gutters and leaders, Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAC _ GREATER THAN 1" Tyvek housewrap. MTS 36, 16" O.C. �� DIAGONAL BOARD SHEATING 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END BOLTS AT 16 ON CENTER (TABLE 3.1 1 WFCM 2001 HIGH WIND EDITION) 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 2-8d PER SUPPORT 1"X6" OR 1"X8" WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 36 16" O.C. 3-8d PER SUPPORT LOADS EXPOSURE B WIRES PEED(cusT 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END T4 1"X10" OR WIDER ,M„Gs�Eo<y%+> 85 90 100 110 120 130 140 150 1/2 MR GWB in wet areas Simpson Strong-Tie V_ 1, NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window in each sleeping room shall comply with the exit reqirements RAFTER TO STUD CONNECTION USE: Cj E I FIE I F IE I F IE I FIE I FIE I FIE I F E IF of section R310, MTS 36, EACH ROOF RAFTER U210 2X6 I- N NAILED 3" ON-CENTER AT THE PANEL EDGESHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR LOCATION SPACING MAXIMUM NAIL SPACING FOR ed COMMON NAILS figure R 602,6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: Z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (INCHES OC) OR 10 0 BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602,10.5 H7 EACH ROOF RAFTER �+ Q (SEE NOTE 1) SHALL BE USED TO MAINTAIN THE LOAD PATH. 4-10d x 1 1/2 U -� 2, WHEN WALL SHEATING CONTINUOUS OVER CONNIECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 1216 12 611216 12 6 12 12 12 6 112 Roof assemblies - WFCM Prescriptive Method WFCM 3.2.1.1 Table 3.1 3.8 DECK POST TO CONCRETE CONNECTION USE: ZONE 16 s 2 t 6 11216 12 6 12 6 12 6 12 6 12 P ( / ) PBS44A FOR EACH POST TO BE REDUCED TO 1-6d NAIL PER FOOT, 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PERIMETER EDGE 12 M12 12 6 12 6 1 6 12 6 6 12 6 12 R905.6) z 16 s 12 6 12 12 s 1 z DECK POST TO GIRDER CONNECTION USE! ZONE 24 2 1z 1 s s '6 Underloyment application (Section R905.2.7.)noiling see table 3.8 PC44 FOR EACH POST < � SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- o SIMPSON H-8 USE W/ONLY %8" ANCHOR BOLT (14 ) percent slope),BOARD SHEATHING OR LAP SIDING pe), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie / p 5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST 4- 8D TO PLATE PLATE IN BP-3 PLATE TRUSS MINIMUM NUMBER OF 8d COMMON NAILS 7" MINIMUM EMBEDMENT SPACING OR 10 0 BOX NAILS PER SUPPORT underloyment °,. U210 2X6 (EVERY STUD) STUD TO SI (SEE NOTE 1) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-Inch (483)strip PORCH POST TO DECK USE: °� ATTACH IT (SEE ANCHOR SCHEDULE, +X e OR i X B 9IEATHING 12 - 242 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of PS720 (ALIGN WITH JOIST BELOW) V•• AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) 1 x 10 OR LARGER SHEATHING 12 - 24 _3 _31 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underlayment felt layers with and starting at the eaves , fastened sufficiently to •is SIMPSON E- NAIL SPACING AT PANEL EGOE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 "� J Cn F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: Y" PHD5-SD53 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF RAFTER » '4 (14) SDS Y" X 3° WOOD SCREWS REQUIREMENTS SHALL BE USED. „ 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH SUCC@SS1V@ Sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 112" CZ � ° 7 MIN EMBEDMENT G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0,49, THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof SIOpBS of four (4) Units vertical in telV@ (12( Units. TYPICAL PORCH / DECK LEDGER E N (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED •p FOR COMMON NAIL Ice Prolfctlon (Section R905.2.7.1) CONNECTIONS • p. •p c ,.. A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE 8 Underlayment in High wind (Section R905.2.7.2) O •�� `, ,o (MINIMUM DOUBLE STUD) v SIMSON STRONG - TIE Flashing (Section R905.2.8) D?A �•� !° •o ' ++ ++ Chimneyand fires aces - Chapter 10 STU YZ BEARING PLATE • A ••o,o •a°o•9 ° , .II ,° 1 1/4 COIL STRAP - 16 O.C. Energy fficiency P Chapter 11, see attached report �* Mechanical - Cha ter 12 DOUBLE 2X MIN. a, • > D , d 4 II USE 4-8D NAILS © EACH STUD, P FOR HEADER OR D ,o ,.a•, �• ,o A, �La �, Q ,o General Mechanical System - Chapter 13 BEAM '� 4 • > > ° I A ,o v > ° , � ° , ° • � . „� Heaitng and cooling equipment - Chapter 14 � r ! ! • a !o • o Exhaust Sustem - Chapter 15 :2 z ° `na^� • a ^• a�•n• aN o•'•a c••° o DOUBLE TOP PLATE MTS30 ROOF RAFTERS Duct System - Chapter 16 Simpson Strong-Tie Combustion Air - Chapter 17 H- D o AN ¢ • p s Hp •• , Chimneys and Vents - Chapter 18 AT EACH POST o C C .••M;�a 'D SSP - a c • Plumbing Part VII • SEE PLAN _NH •` "' 1 3/4" IMUM EDGE DISTANCE 'x•44 0 •D HEADER LSTA21 , Simpson Strong-Tie FLOOR TO FLOOR • U ° KING STUDS CS20 1'X" COILED Y2,. THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 L JACK STUDS OVERLAP AT EACH L X CONNECTION SIMPSON STRONG - TIE STUD '� - 2"MINIMUM CNW NUT COUPLER 1 1 /4" COIL STRAP �{ o 711 � SIDECOVER `v °- 16" O.C. USE 4-8D 10 ° 0 MIN EDGE NAILS AT EACH STUD " JACK 0 SILL MIN OVERLAP IS 12 DISTANCE* o� SIMPSON STRONG-TIE RT2.5 ` ' •:`• • • M TS36 OR 1 1 /4 ° ••�•'�' '• SHEET N0. / „ .:...t.:�a ..:��a •.•; ° •;•. IN EDGE STHD8 d .::' ,.. ' 'p •'4' DISTANCE* COIL STOCK FLOOR TO FLOOR Simpson Strong-Tie *NOTE: SEE MANUFACTURERS WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR CONNECTIONS: MINIMUM ++ RAFTER USE 8-16D t^ AB EACH POST FOOTING INSTALLATION CHART FOR MIN. OVERLAP IS 12 NAILS AT EACH END, FRAMED OPENING EXTERIOR WALL CANTILEVER CONDITION SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER 12" MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT