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Home My WebLink About36776-Z Town of Southold Annex 1/9/2013 3� aGy P.O.Box 1179 54375 Main Road r+y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36104 Date: 1/9/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 160 Sailors Needle Road,Mattituck,NY, SCTM#: 473889 See/Block/Lot: 144.-5-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/18/2011 pursuant to which Building Permit No. 36776 dated 10/27/2011 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: One Family Dwelling with: Living Room, Kitchen, Foyer, Office, Laundry, 2 Bedrooms, 3 Baths, Study, Sitting Room, Walk-in Closets, Roofed-Over Porches, 2 Car Garage, Storage Room, Unfinished Basement and outdoor shower as applied for per ZBA#6484, dated 9/15/11, and amended on 10/18/12. The certificate is issued to Penney,Deborah (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-11-0060 11/14/12 ELECTRICAL CERTIFICATE NO. 36776 11/20/12 PLUMBERS CERTIFICATION DATED 11/16/12 Nika Demetres " A ed" ignat e n'= - TOWN OF SOUTHOLD �ooL qqo = BUILDING DEPARTMENT b TOWN CLERK'S OFFICE y a 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#: 36776 Date: 10/27/2011 Permission is hereby granted to: Penney, Deborah PO BOX 470 Mattituck, NY 11952 To: Demolition and Construction of a New Single Family Dwelling; Living Room, Kitchen, Foyer, Office, Laundry, 2 Bedrooms, 3 Baths, Study, Sitting Room, Walk-in Closets, Roofed-Over Porches, 2 Car Garage, Storage Room, Unfinished Basement, as applied for. At premises located at: 160 Sailors Needle Road, Mattituck, NY SCTM # 473889 Sec/Block/Lot# 144.-5-26 Pursuant to application dated 10/18/2011 and approved by the Building Inspector. To expire on 4/27/2013. Fees: DEMOLITION $695.50 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,156.40 CO -NEW DWELLING $50.00 Total: $2,901.90 Building Inspector L Form No.6 TOWN OF SOUTHOLD n BUILDING DEPARTMENT B(/ 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 user 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. //.— / S _ � New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 14A:7-ffI l OO House No. Street Hamlet Owner or Owners of Property: ��6a 44 Suffolk County Tax Map No 1000, Section /Lf Block rj Lot 2.4 Subdivision Filed Map. Lot: Permit No. Date of Permit. /d -Z-7 / t' Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: L (check one)) Fee Submitted: $ 1 Applicant Signature o��pF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • roger.riche rt(-town.southo Id.ny.us Southold,NY 11971-0959 COUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Deborah Penny Address: 160 Sailors Needle Road City: Mattituck St: NY Zip: 11952 Building Permit* 36776 Section: 144 Block: 5 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: James Loney Electric License No: 3864-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300a Heat gas Duplec Recpi 57 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 18 Wall Fixtures 4 Smoke Detectors 7 Main Panel 2-15 A/C Condenser 3 Single Recpt Recessed Fixtures 87 CO Detectors Sub Panel A/C Blower 3 Range Recpt 60a Fluorescent Fixture 8 Pumps Transformer Appliances N65 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 300a underground service, 3-combination smoke/co detectors, 5-paddle fans, ,3-exhaust fans,5-outside lights,20kw generator with transfer switch Notes: Inspector Signature: ,w Date: Nov 20 2012 81-Cert Electrical Compliance Form.xls D EC E E NOV 2 6. 9nr �vso�TyQ BLDG.DEPT TO�N U H.. N OF SOU D Town Hall Annex — . ne )765-1802 54375 Main Road Fax(611)765-9502 P.O. Box 1179 '` Q Southold,New York 1 197 1-0959 Q 'Co uM1, BUYLDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: � b0 ra" rle`/ (Please print) Plumber: /�� ff Gu 7— gr (Please.print) I certify that the solder used in.the water supply system contains less.than 2/10 0f MO. lead. (Plumber ignature) VAS Sworn to before me this Al day off�/t�,r r , 20 JANET V.STEWART NOTARY PUBLIC STATE OF NEW Y0'F SUFFOLK COUNTY N0.52 46633485 COMM.EXPIRES November 30,20LJ. Notary Public, � �L.� County OF SO(/�, cOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: O c I J DATE Z- INSPECTOR "S OF SOpr�,o cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v d DATE/ ` INSPECTOR OF SO(/T�o� 36776 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION AFRAMING(! TRAPPING [ ] FINAL }- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 ^ �� J INSPECTOR - �rjF s0 cOUNTI,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ��FNDATION 2ND [ ] INSULATION [ FRAMIN RAPPIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Or DATE !�3/23 INSPECTOR " OP SObj�o� 3,L776 ` cau ,� P\ c TOWN OF SOUTHOLD BUILDINGDEPT. , 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] INSULATION V\ FRAMING` STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY .. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION T [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOpr�o -- - - - ---- ��'YOOUNi`l,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTZION [ ] FOUNDATION 1 ST [ ROUGH PL13G. [ IF NDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:-- aQ��-�� ...Z►�, . — c DATE INSPECTOR OF SO�Tyo�o ' / / 'l � • ao c0UNi4,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: y d 71 DATE �1 INSPECTOR OF SOpT�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V��ELECTRICAL (FINAL) REMARKS: DATE INSPECToii�i�-��7 pF SOUlyo — ,`o �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST -PkBG. [ ] FOUNDATION 2ND ] 1 ULATION [ ] FRAMING/STRAPPIN [ FINAL- [ ] FIREPLACE & CHIMNE [ ] FIRE SAFETY INSP TION [ ] FIRE RESISTANT CONSTRUC ON [ ] FIRE RESISTANT ETRATION [ ] ELECTRI` L (ROUGH) AL (FINAL) �~ ARK ) DATE INSPECTOR Of SOpT�olo COOMy,N TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING/STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �1/ J VV �- y- r v DATE ` INSPECTOR 1� ! 1 0 • � • 1 1. rip, WAMWMA� J�1�. _- � -.:�_� ~�-d I.G./ -.� "L� .- • WZQ .L ROUGHpur PLUMBING 3 04[pi OM INWL ATION PER N.Y. WOE STATE ENERGY CODE .I AWA _ /r 1 ADDITIONAL. COMMENTS TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST &IJILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL oard of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� urvey www. northfork.net(Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. / Trustees Examined r D o2� ,20 I Contact: Approved 10 i7 ,20_�_ Mail to: gtclwac-r D rBtVpvnd-s/c Zolo N �cc ar,toFm rnr.�MnsSnRl�w4� �j` Phone: 60 4o 71 O 1 t-75b Expiration — a`7 ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date t , 20 If INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and o r applicable ws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for ren o demolition s rein described.The applicant agrees to comply with all applicable laws,ordinances,building code,ho ' code,and a ations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 004P (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder bf:5�� Name of owner of premises -�PZS o\ WIA- ?i -1 r6 (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. h Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: f e-0- o sitc,o 's f-A"�?Le MArTTl—ru c c House Number Street Hamlet { County Tax Map No. 1000 Section !4-+ Block S Lot Subdivision 15 ry�(' LA�-V 1�e c.t A-e,,T Filed Map No. Lot q (Name) 2:, State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy -( gc A,41 -nl. b. Intended use and occupancy plc ( s uw"vw Grwj� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition ,/' Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 1J At If garage, number of cars f 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. h4A 7. Dimensions of existin structures, if any: Front ¢3 ' Rear 2, Depth ( �— Height 20 , Co Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth 0 Height Cl) Number of Stories O 8. Dimensions of entire new construction: Front Rear A- Depth t4A Height �4A- Number of Stories HA 9. Size of lot: Front —7 a - Rear l�$ o r Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ?--AD 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of=*M isesTkur"gTkW&1wY Address t6o'SkgweSI6oL.04•Phone No'6' o 36M-sz-q Name of Architect go yo Address e-G N•1,ac-►►to god. phone No C316)W7-Szlgb Name of Contractort'^Lg 6cv4. Address No--] ?64D Igo. Phone No.6691>Sl1- 174%. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF -p ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the /e.LET —�H 'Trr t— Notary PUt)O State Of New Yor1c "fieI.0 BU8185050 (Contractor,Agent,Corporate Officer,etc.) Quaiified in Suffolk County Commission Expires.April 14,2_r)— 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 before me this —day of 20jj_ 0-0-rN rl� C Notary Public Signaltffe of Applicant a1.IrS.lc/rr-�- ,ya,•�1.1 1�/r�r - ..� �� " - - a a•r r/ r - ,.,1•'4rir/°r - =",.•rlrlr rorri�' ••rJr rr -•. ,a•rro° �`'`� ,r »a� 1 �p a� � �1� /,r ua11111 111 jar.• a�•110 11/l/jr .. ig a,,lr BOARD OFF SOUTHOLD TOWN TRUSTEES SOUTHOLD NEW YORK PERMIT NO. 7643 DATE SEPTEMBER 21,2011 a�c'PI ISSUED,TO DEBORAH PENNEY r_ Q PROPERTY ADDRESS:D SS: 160 SAILOR S NEEDLE ROAD:MATTITUGK t ....++ S.-T-M# 14.4-5-26. , AUTHORIZATION f{ Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ••<r � accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 21,2011, ° and m consideration of application fee in the sum of.$250.00 paid by Deborah Penney and subject to.the Terms F ,y�l•1 and Conditions as stated m the Resolution,the Southold TowmBoard of Trustees authorizes and permits the follovaing': N r Wetland Permit to remove exi ti 1,817 s are foot dwelling, attached garage N a and enclosed orch• re ve exis in ,driveway,brick walk and septic system; construct new 2,631 square foot two-story dwelling with 1.5 story attached # gaga e;and,roofed-over porches, new 538,.8,rsquare foot on,-,grade-stone patio;;new paver on sand driveway andwalkways; new,septic system; and new leeching pools for r roof run-off;with the condition of the installation of a 20 foot wide non-turf buffer along-:thellandward edgc:of the bulkhead to'be,maintained; and as depicted oriahe site -, :..,1.+ plan prepared by`Richard Boyd,R A-' reeeived on September 26; 2011,-add stamped e►.:�� . approved on September'30; IN WITNESS WHEREOF,the said Board of Trustees hereby'cause5'its Corporate Seal to be affixed, ; and these presents to be subscribed by a majority of the said Board as of this date. ilolJill M Dpl�erty, Absent, I,�p,,• f ti � r 1 4 (/ s a ui�fe.�p$ ti,��'yJi��fe''dL(fu'L'[�Ct f1':f2u J � �• r.r+i.I,u a .-. may: .4.Oli„�:t:a '-, .�::L!: }.:c::• .,�:� -=..�/4.:�.::«.r' t� .N• �L::_!::• James F.King,President �Of so�jy Town Hall Annex Bob Ghosio,Jr.,Vice-President �OV� o.Old 54375 Main Road P.O.Box 1179 Dave Bergen AW Southold,New York 11971-0959 John Bredemeyer G � • O� Telephone(631) 765-1892 Michael J. Domino Q Fax(631) 765-6641 �y�OUNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #0834C Date: January 8, 2013 THIS CERTIFIES that the removal of the 1,817 sf dwelling attached garage, enclosed Porch, wood platform driveway,brick walk septic system; construction of new two story dwelling with 1.5 story attached garage and roofed=over porches,• new on-grade patio driveway, walkways, septic system leaching pools; installation of generator, three air conditioner units solar panels on dwelling roof, 17' non-turf buffer along,landward edge of bulkhead; 5'of which is existing decking over sand and 12' of untreated mulch At 160 Sailors Needle Road, Mattituck New York Suffolk County Tax Map# 144-5-26 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 24, 2011 pursuant to which Trustees Wetland Permit#7643 Dated September 21, 2011,was issued and Amended on June 20, 2012, and again on December 12, 2012 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 removal of the 1,817 sf. dwelling, attached garage enclosed porch wood platform driveway brick walk, septic system; construction of new two-story dwelling with 1.5 story attached garage and roofed over porches,new on-grade patio driveway walkways se tD is system leaching pools- installation of. generator, three air conditioner units solar panels on dwelling roof 17' non turf buffer along landward edge of bulkhead; 5'of which is existing decking over sand and 12' of untreated mulch The certificate is issued to DEBORAH PENNEY owner of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 _ SUNY @ Stony Brook 60 Circle Road, Stony Brook, NY 11790-3409 _ Phone: (631)444-0365 •Fax: (631)444-0360. Website: www.dec.ny.aov November 29, 2010 Re: Penney Property 160 Sailor's Needle Lane, Mattituck SCTM# 1000-144-5-26 Application #1-4738-01715/00003 Dear Ms. Penney: The Department of Environmental Conservation (DEC) is in receipt of your request for a Non-Jurisdiction determination and we are returning the request for the following reasons. DEC made a determination regarding the limits of Tidal Wetlands Act (Article 25) jurisdiction for this property on December 19, 2000, a copy of that letter is enclosed. - . This office does not make repeated jurisdictional determinations for the same-site. The limits of DEC jurisdiction were indicated in our original Non-Jurisdiction letter. Therefore, your recent request is being returned to you. Non-Jurisdiction letters remain valid indefinitely unless substantial changes in site conditions have occurred. In addition, these determinations are issued for the .. property and therefore it is not necessary to transfer them to new owners. The original letter for this site should be-saved for your future reference. Please contact me at 631-444-0363 if you have any further questions. Sincerely, Kendall Klett 'Environmental Analyst cc: Boyd file FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 3, 2011 TO: Richard Boyd for Deborah Penney 206 N Richmond Ave. Massapequa, NY 11758-3332 Please take notice that your application dated May 19, 2011 For demo & construction of a single family dwelling at Location of property 160 Sailors Needle Rd., Mattituck,NY County Tax Map No. 1000—.Section 144 Block 5 Lot 26 Is returned herewith and disapproved on the following grounds: The proposed construction of a dwellingipermitted 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 site plan indicates construction at approx. 44.35' from the bulkhead. Also, the new dwelling on a non-conforming 12,902 sq. ft. parcel 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 and have not merged pursuant to 280-10." Lots measuring less than 20,000 shall have a minimum front yard setback of 35 feet. The survey indicates a proposed front yard setback of 29.15'. Authorized Si nure BOARD MEMBERS V Southold Town Hall / OF So eslie Kanes Weisman,Chairperson �� ry0 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 James Dinizio,Jr. Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ,^�aa�� 54375 Main Road(at Youngs Avenue) p, Ken Schneider Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15,2011 ZBA FILE : 6484 NAME OF APPLICANT: Deborah Penney PROPERTY LOCATION: 160 Sailors Needle Rd.(adj.to Jones Creek)Mattituck,NY CTM 1000-144-5-26 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 28, 2011 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 has been reviewed under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the Memorandum to the Board of Appeals dated August 1, 2011 from the LWRP Coordinator Mark Terry,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 CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided the following best management practices are followed; a 20 foot wide landscaped buffer landward of the bulkhead and the proposed 10 foot leaching pools be located landward of the new dwelling. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 12,902 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 112 feet along Sailors Needle Road. The.easterly lot line measures 148.23 feet.- The southerly lot line measures 95.04 feet of waterfront along a bulkhead on an inlet adjacent to James Creek, and the westerly lot line measures 112 feet. The property is improved with a one story single family dwelling and attached garage, as shown on the site plan survey sheet A-2 drawn by Richard Boyd, Architect, and dated Feb. 18, 2011. Also shown on this site plan are the proposed new construction, and the proposed new septic system. BASIS OF APPLICATION: Request for Variance from Code Article XXII Section 280-116 and 280-124 and the Building Inspector's June 3,2011 Notice of Disapproval based on an ap lication for building grmit for demo and new construction of a single family dwelling at: 1) ess f an a co a required set ask of 75 fe from a bulikhead, 2) less than Y e co yrequi ed fr©n.yard se back o feet RELIEF REQUESTED: The applicant requests variance relief fo a 43.79 eet setback from the bulkhead, when 75 feet is required by Town Code. The Applicant also requests variance relief for 29.15 et front yard setback, when 35 feet are required. The Applicant proposes to demolish an existing single family residence,and construct a new dwelling on the property. The existing structure has a 21.25 feet front yard setback, and a 40.73 feet bulkhead setback. t Page 2 of 3—September 15,2011 ZBA File#6484-Penney CTM: 1000-144-5-26 i ADDITIONAL INFORMATION: The Board, while considering information pertinent to this application, reviewed material supplied through ZBA office research regarding the extent of the existence of nonconforming structures, and the nature of variances granted within this particular neighborhood. The Board also reviewed all written information supplied by the applicant, the applicant's architect and attorney, and the adjacent neighbor to the west of the subject property and his agent, regarding the status of existing neighborhood covenants and restrictions, the preservation of property values, and all the other concerns that were raised during the public hearings as recorded in the hearing transcripts. The Board finds that both written submissions and oral testimony failed to make the case that the subject dwelling, as applied for, would adversely affect the value of the adjacent dwelling to the west or that homeowner's ability to utilize solar energy applications in the future on his dwelling. As acknowledged during the public hearings, the compliance with covenants and restrictions between private parties is a civil matter that is outside the jurisdiction of this Board. FINDINGS OF FACT/REASONS FOR BOARD ACTION: I The Zoning Board of Appeals held a public hearing on this application on Aug 4,2011, and Sept 1, 2011, at which I time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property, an assessment of the character of the neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law§267-b(3)(b)(1). Grant of the variances of will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is in a residential neighborhood containing many nonconforming sized parcels improved with existing dwellings with nonconforming front yard and bulkhead setbacks. ! 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance.. However, the applicant proposes to reduce the existing non- conformities and comply more closely to the code. The applicant also demonstrated a good effort to keep the number of variances to a minimum by not requesting any side yard setback variance. 3. Town Law§267-b(3)(b)(3). The variances granted herein for a 29.15 feet front yard setback is a+20%variance relief from Code required 35 feet, and is substantial. The variance granted herein for a 43.79 feet setback from the bulkhead is a 44%variance relief from Code required 75 feet, and is substantial. However,the applicant proposes a site plan for new construction which increases the existing setbacks from the bulkhead and the front yard area, thereby reducing the existing degree of nonconformity. Additionally, in the context of this area where many of the I dwellings are non-conforming the requested variances become less substantial. 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 applicant proposed to increase the front yard setback by +/- 8 ft., and the setback from the bulkhead by +/- 3 ft. j with the new construction. The applicant will also install a new septic system landward of the proposed dwelling and install drywells as per code. 1 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created, in so far as the applicant proposes to demolish the existing non-conforming dwelling and construct a new dwelling in a non-conforming location. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling and septic system, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. i Page 2 of 3—September 15,2011 ZBA File#6484-Penney I. CTM: 1000-144-5-26 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 Horning, seconded by Member Weisman (Chairperson), and duly carried,to GRANT, the variances as applied for, and shown on the site plan and architectural drawings by Richard Boyd, Architect, dated Feb 18, 2011, and labeled Al-A6 Conditions: 1.Applicant will install and maintain a 20 foot wide landscaped buffer landward of the bulkhead as recommended by the LWRP Coordinator in the Memorandum dated Aug. 1,2011. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department 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. I Vote of the Board: Ayes:Members Weisman (Chairperson), Goehringer, Horning, Schneider. (Absent was:Member Dinizio) . This Resolution was duly adopted(4-0). Leslie Kan s Weisman, Chairperson Approved for filing 9 / , /2011 II - I I i q7y BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O��F SOVryOI 53095 Main Road•P.O.Box 1179 O James Dinizio,Jr. Southold,NY 11971-0959 � � Office Location: Gerard P.Goehringer C*1, Town Annex/First Floor,Capital One Bank George Horning • �OQ 54375 Main Road(at Youngs Avenue) Ken Schneider 60UNN Southold,NY 11971 http://southoldtown.northfork.net R E C V ZONING BOARD OF APPEALS TOWN OF SOUTHOLD OCT. 2 3 2012 Tel.(631)765-1809 •Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMI ATION OF TOWN DEPT. SOUTHOLD MEETING OF TEMBER 15,2011 TOWN MEETING OF OCTOBER 18,2012 AMENDED ZBA FILE: 6484 AMENDED NAME OF APPLICANT: Deborah Penney PROPERTY LOCATION: 160 Sailors Needle Rd.(adj.to Jones Creek)Mattituck,NY CTM 1000-144-5-26 SEORA 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. i 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 28, 2011.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 has been reviewed under Chapter 268, Waterfront Consistency review of-the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the Memorandum to the Board of Appeals dated August 1, 2011 from the LWRP Coordinator Mark Terry, 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 CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP, provided the following best management practices are followed; a 20 foot wide landscaped buffer landward of the bulkhead and the proposed 10 foot leaching pools be located j landward of the new dwelling. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 12,902 sq. ft. parcel in the R-40 Zone. I The northerly lot line measures 112 feet along Sailors Needle Road. The easterly lot line measures 148.23 feet. The southerly lot line measures 95.04 feet of waterfront along a bulkhead on an.inlet adjacent to James Creek, and the westerly lot line measures 112 feet. The property is improved with a one story single family dwelling and attached garage, as shown on the site plan survey sheet A-2 drawn by Richard Boyd; Architect, and dated Feb. 18, 2011. Also shown on this site plan are the proposed new construction, and the proposed new septic system. C BASIS OF APPLICATION: Request for Variance from Code Article XXII Section 280-116 and 280-124 and the Building Inspector's June 3,2011 Notice of Disapproval based on an application for building permit for demo and new construction of a single family dwelling at: 1) less than the code required setback of 75 feet from a bulkhead, 2) less than the code required front yard setback of 35 feet. RELIEF REQUESTED: The applicant requests variance relief for a 43.79 feet setback from the bulkhead, when j 75 feet is required by Town Code. The Applicant also requests variance relief for a 29.15 feet front yard setback, when 35 feet are required. The Applicant proposes to demolish an existing single family residence, and construct a Page 2 of 4—October 18,2012 ZBA File#6484—Penney AMENDED SCTM: 1000-144-5-26 new dwelling on the property. The existing structure has a 21.25 feet front yard setback, and a 40.73 feet bulkhead setback. AMENDED RELIEF REQUESTED: The Applicant requests relief from a condition imposed by ZBA decision #6484 dated Sept. 15, 2012, requiring a 20 foot non-turf buffer landward of the existing bulkhead on this property, as recommended by the LWRP coordinator. The Applicant has proposed that the required non-turf buffer be reduced to a total of ten feet which includes 5 feet of sand under the existing wooden walkway that s adjacent to the bulkhead, plus an additional 5 feet of plantings landward from the edge of the wooden walkway, for a total of 10 feet. ADD r ITIONAL INFORMATION: The Board, while considering information pertinent to this application, reviewed material supplied through ZBA office research regarding the extent of the existence of nonconforming structures, and the nature of variances granted within this particular neighborhood. The Board also reviewed all written information supplied by the applicant, the applicant's architect and attorney, and the adjacent neighbor to the west of the subject property and his agent, regarding the status of existing neighborhood covenants and I restrictions, the preservation of property values, and all the other concerns that were raised during the public hearings as recorded in the hearing transcripts. The Board finds that both written submissions and oral testimony failed to make the case that the subject dwelling, as applied for, would adversely affect the value of the adjacent dwelling to the west or that homeowner's ability to utilize solar energy applications in the future on his dwelling. As acknowledged during the public hearings, the compliance with covenants and restrictions between private parties is a civil matter that is outside the jurisdiction of this Board. i AMENDED APPLICATION ADDITIONAL INFORMATION: Upon re-opening the hearing to consider the applicant's request for amended relief, the Board reviewed the LWRP recommended best management practices concerning the non-turf buffer, and reviewed other non-turf buffers required by the Board of Town Trustees when granting various permits for construction projects within the adjacent neighborhood. In addition, the Board considered material submitted by the applicant which included photos of adjoining and other neighborhood properties with non-turf buffers and letters in support of the amended request from twelve neighbors. I FINDINGS OF FACT/REASONS FOR BOARD ACTION: I The Zoning Board of Appeals originally held two public hearings on this application, on August 4, 2011, and on September 1, 2011, before making a decision dated September 15, 2011. The Zoning Board of Appeals also held another hearing on September 6, 2012, upon the Applicant's request to re-open the hearing, at which time written and oral evidence were presented only to consider the condition imposed in the ZBA decision made on September 15, 2011 that the Applicant"will install and maintain a 20 feet wide landscaped buffer landward of the bulkhead as recommended by the LWRP Coordinator in the Memorandum dated August 1, 201 L" Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: i 1. Town Law§267-b(3)(b)(1). Grant of the variances of will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's property is in a residential neighborhood containing many nonconforming sized parcels improved with existing dwellings with nonconforming front yard and bulkhead setbacks. I. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method feasible for the applicant to pursue, other than an area variance. However, the applicant proposes to reduce the existing non- conformities and comply more closely with the code. The applicant also demonstrated a good effort to keep the number of variances to a minimum by not requesting any side yard setback variance. 3. Town Law$267-b(3)(b)(3). The variances granted herein for a 29.15 feet front yard setback is a+20%variance relief from Code required 35 feet, and is substantial. The variance granted herein for a 43.79 feet setback from the • Page 3 of 4—October 18,2012 ZBA File#6484—Penney AMENDED SCTM: 1000-144-5-26 bulkhead is a 44% variance relief from Code required 75 feet, and is substantial. However, the applicant proposes a site plan for new construction which increases the existing setbacks from the bulkhead and the front yard area, . thereby reducing the existing degree of nonconformity. Additionally, in the context of this area where many of the dwellings are non-conforming the requested variances become less substantial. 4. Town Law 4267-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 E applicant proposed to increase the front yard setback by +/- 8 ft., and the setback from the bulkhead by +/- 3 ft. i with the new construction. The applicant will also install a new septic system landward of the proposed dwelling and install drywells as per code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created, in so far as the applicant proposes to demolish the existing non-conforming dwelling and construct a new dwelling in a non-conforming location. l 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new single family dwelling and septic system, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. i RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman f (Chairperson), and duly carried,to I GRANT, the variances as applied for, and shown on the site plan and architectural drawings by Richard Boyd, i Architect, dated Feb 18, 2011, and labeled Al-A6 i Conditions: 1. Applicant will install and maintain a 20 foot wide landscaped buffer landward of the bulkhead as recommended by the LWRP Coordinator in the Memorandum dated Aug. 1, 2011. AMENDED RESOLUTION OF THE BOARD: The ZBA has determined that the existing 5 feet wide wooden walkway with a sand base underneath,that is landward of and adjacent to the bulkhead could be considered to be a part of the 20 feet non-turf buffer zone that was recommended by the LWRP Coordinator as best management practices. In addition,the Board j considered the overall character of this long established neighborhood and the relative sizes of other non-turf , buffers established within the area. Ii In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion f was offered by Member Horning, seconded by Weisman(Chairperson), and duly carried,to GRANT,the following ALTERNATIVE AMENDED RELIEF to condition#1 above. j Amended Condition: 6 I I' 1. The Applicant shall provide a minimum of 12 feet of non-turf buffer landward of the inner most edge of the wooden walkway, for the entire length of the walkway on the applicant's property, in addition to the 5 I feet of sand underneath the wooden walkway, for a total non-turf buffer of 17 feet. I I That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department 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 i Page 4 of 4—October 18,2012 ZBA File#6484—Penney AMENDED SCTM: 1000-144-5-26 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. II f Vote of the Board: Ayes:Members Weisman(Chairperson),Dinizio,Schneider,Horning. Absent was:Member Goehringer. This Resolution was duly adopted(4-0). � I ti J Leslie Kanes eisman, Chairperson Approved for filing /® /)-2— /2012 i i I I. i i I is I r I i i i sa�lyo Town Hall Annex Telephone(631)765-1802 54375 Main Road y ax(631)765 5�2� P.O.Box 1179 G Q roger.richertCa town.southo C17 ny us . Southold,NY 11971-0959 BUILDING DEPARTi EW TOWN OF SOUTHoLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: e_s Loy-i e Date: // 2� /f Company Name: Ctmes � e�.t �ec-{Y-;c_ Name: License No.: 3 E Address: 115 o h Ize_ Phone No.:- JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: (`j ors e e__R oc� a �-f uAA111 *Cross Street: Q 4o o / / *Phone No.: ��: 96 Permit No.: Tax-Map District: 1000 Section: Block: S Lot: a (o *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �5��lec� ��C<.`n '�r Sir✓;cam (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In �lFina�l *Do you need a Temp Certificate: ��_DI YES NO Temp Information(If needed) *Service Size: 1 Phas 3Phase 100 150 200 300 350 400 Other New Service. Re-connect Underground Number of Meters Change"of Service Overhea Additional Information: PAYMENT DUE WITH APPLICATION .82-Request forinspecGon Form 8 v " o�*pVP SOUI�o Town Full`fie 41 J Telephone(631)765-1802 54875 Main Road � � ax(631)76�,95t�2, P.O.Boa 1179 Q rogenrichert townsou r 5 .ny.us SoaffioK NY 1197I-0959 - ` GQUNi`l;N�� . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION-FOR ELECTRICAL INSPECTION REQUESTED BY. �m e-S Date: S Z J 112 Company Name: 25 ©n C—(eci-r-,t c_.. Name: �� 5 n License No.: 3 $(0 4 E Address: 31ofvC�r��sov� 11-15 Phone No.. S/�o - VD -(ma y JOBSITE INFORMATION: . (*Indicates required information) *Name: o cQ h �n n *Address: (00 (ors �'z AZ— oa-j ca4.' LC� `mil I Jot *Cross Street: '�-�- -}�;�L r1� och�l fie_-P1 -t * SG�i lot S Phone No-'-- Permit 'No.: .. Tax-Map District: - .1000 Section: / Block: 5" Lot: a *BRIEF DESCRIPTION OF WORK (Please Print Clearly) yr5 1e r�u h I n n hec" h It's C_ . (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YE /-NO Temp Information (If needed) *Service Size: Phase 3Phase _ - 100 . 160 200 300 350 400 Other ew Se ' : Re-connec �ndergrou Number of Meters Change of Service Overhead Additional Information: - `PAYMENT DUE WITH APPLICATION 1s - EMAY ._ U 2012 .82=Request for Inspection Form BLDG.DEPT. TOWN OF SOUTHOLD 10/16/2011 19:28 16312983296 PENNEY ZALUSKI PAGE 01 LIPA taq rr�� k�al�r 175 E.Old Country Road Hicksville, NY 11am October 11, 2011 Deborah Penney PO Box 470 Mattituck, NY 11952 RE: LIPA Refs T101279161 —Electric T101268376 —Gas 160 Sallor's Needle Road, Mattituck Dear Ms. Penney: This letter is to advise you that the ELECTRIC service and the National Grid gas service to the above referenced premises has been removed. In accordance with the New York State General Business Law Chapter 818, Industrial Code Rule 53, please inform the demolition contractor to notify the Utility One_Call Center at 1-800-272-4480, 2 to 10 days prior to starting work. If you have any questions regarding the electric service, please call our Customer Order Fulfillment office at 631-548-7042. Very truly yours, Anthony Stalione, Manager Customer Order Fulfillment AS/am Richard Boyd -Architect 206 Richmond Avenue Massapequa,NY 11758 (516)797-5080 14 June 2012 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 Southold,NY 11971 RE: Address: 160 Sailor's Needle Road,Mattituck,NY 11952 S/B/L Section: 144 Block: 5 Lots: 26 Owner: Deborah Penney To Whom it May Concern: I have reviewed the beam conditions at the north and south sides of the main balcony area, and(2) 11 7/8" LVL beams at the edge of the opening are sufficient for the loads applied. If there are any questions please do not hesitate to call. Yours ly, ® Asti �4 eborah Penney , F l+iE`a �o��pF SO(/ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ,c Southold,NY 11971-0959 �Q OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 26, 2012 Deborah Penney PO Box 470 Mattituck, NY 11952 Re: 160 Sailors Needle Rd TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: "Note: it certification from an architect or engineer for the high imp dows Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00 /AldHealth Department Approval. PI rs Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 36776 — New Dwelling 1 4 MIN • I ./.�,� �/ /. ll 1[17� Will "PW VIES D15T: 5ECTION: /44 1 BLOCK: 5 1 TAX LOT: 26 5URVEY NO. 10-10159 TITLE NO. nM ORBS OR Dl MRSION5 5nC•::.1 HEREON. TIM TEE RiOPt93Y UNE5 TO THE 5Tr..X,TURES. ARE POR A SPMFIC PURPOSE A?7D USE: ThER519OP.E THEE' ARE NOT INTENDED TO MONUMENT THE PRDrERTY LINES ORTO GUIDETHE ERECTION OP PE10E5.ADDITIONAL 57RUCTURES ORANYOTMIMPROVCMENr O 0 SAILOR 5 NE E L Eg,1 t q} EL=9.G9 cj+ N 79005 c100" E +EL-9.49�g— 160 35. 0 DM=9.a0 L=4 3 * 60 9 Z�� _ cl l HE. I'-6"±E ; O i Go OVERFLOW ro y 25' 11'r lu - 71 g u- 16-9a = 1 9• iT) V� cn 1 `, oVERFL0 a Lo ( m Ia-IO' t CE55P00 9'-3" r p 24'-1 11H o W zEzo \off )—rJo 'cY 1 Iq cv Q 1.9 0Lu 2� - - -I G'-4j-" 1 ow \ C = ENCL05ED 4 WOOD PLATleo' ' h lz d i o HE. 1'-9"± d9�p 3 79 005'00"_�s t !!2902.544 Sq. Feet _ S° 0.2962 Acres WOOD BULKHEAD i v I 50053"1 0" W 95,041 ZG, 0- MAP OF PROPERTY ISLAND WIDE LAND SURVEYORS Q 51TUATE AT KCrTYM/ \ I f U�I \ 9 LAFA 510NAL LAND t O55 5URVtYOR7 199 LAFAYEfTE DRIVE,5Y055Ef,N.Y. 11791 PHONE: 1-8GG-808-5800 PAX:516-496-1792 TOWN OF 500THOLD 5UFFOUC COUNTY, N. Y. RrxOROs Of WA4T� U A.HA GU STAVE A ROuwER 9¢ UNAUTHORIZED ALTERATION OR ADDITION TO TH19 SURVEY L9 A VIOLATION Or SECTION 7209 Or THE NEWYORK STATE SURVEYED : SEPTEMBER 20, 20h9 EDUCATION LAW. / COPIES Of THIS SURVEY MAP NOT UEARING THE LAND SURVEYORS INKED SEAL OR GUARANTEED TO :- tMD055ED 5FAL SHALL NOME CON51DEPM TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED H=ON$HALL RUN ONLY TO THE POWN TOR LtMOM THE 5URVEY 15 PREPARED,AND ON HIS BEHALP TO THE TRDP COMPANY, GOVERNMENTAL AGENCY AND LENDING 55IG1NEM o TTHf SONG N5„ro CN LOT NUMBERS: GUARANTP�OR CMTIFICATION5 ARE NOT LOT No. B U��EfOvND�A INSTITUTIONS OR SCODO "MAP OF SALT LAKE VILLAGE' DRAFTED DY B.G.5EFT.23.2010 DIST: 5ECTION:• 14 BLOCK: 5 TAX LOT: 26 SURVEY NO. 4 10-10/59 NO(E:-59A(lr4ZT5y.5TFAf &Fo,2Ma7-10c/Rs P6e I(M(6.ar4(A65 ._ TITLE NO. THE OFFSETS OR DIMENSIONS SHOWN HEREON. FROM THE PROPERTY LINES TO THE 5TRUCTURE5. ARE FOR A SPECIFIC PURPOSE AND USE: THER TO MONUMENT MENT THE PROPERTY LINES OF TO GORE THEY ARE NOT UIDE THE ERECTION OF FENCES.ADDITIONAL.STRUCTURES OR ANY OTHER IMPROVEMENT o SAILORS N E E EL=9.G9 + N 79 005'00" E + EL=9.49 CL _ I 0 1�' E,99gG5 35.00' R _q3 60 ��- 2 TC13CE DCEL=9.40 Iv U O W OVERFLOW W O25'-0 " l'9 v�0 CESSPOO \ p c 0 J o OVERFLOW /I CESSPOOL- ' L o7'Alo, lD lbk 24-I I V�9. O J�°-�N 5'-431 6p '1�1�I IILc C In �, a0 r• � Q Fc,/ j o 0 � _ cgs 9Ss s - � 1 fi• Ir)Lu 2� Gi- o_ ENCLOSED =1 WooD/701�C#i 7.111 FLAT I f• J4;! 22'-2 2 _,.. m tOf ofN _- r p ,-- 5._...-'Zo of � � � -2�:?-'00'� .7,900/5,00 12902.544 ,Sq. Peet / j 0.2962 Acres curio �0 WOOD BULKHEAD 00 80053'/ 0" W 95.04 e6 f Y Rck{T- �Z�n4lE V a ti ZOcI� >C 4g6g5 or-D.2% 4,V4fUM, JA/4 Se,/0-5 c 0482 �FfTvD q- 25- zooq MAP OF PROPERTY ISLAND WIDE LAND SURVEYORS 5TTUATE AT CIA Y / I�� PROFESSIONAL LAND k CRY SURVEYORS 199 LAFAYETTE DRIVE,SYOSSET,N.Y. 11791 PHONE: I-BGG-808-5800 FAX: 5 1 G-49G-1792 TOWN OF 5OUTHOLO SUPPOLK COUNTY, N. Y. RECORDS OF WALTER'1:BRb4VN,:GU57AVE A.ROUWER d.:;4'R06EFt7 A HPYNFS UNAUTHORIZED ALTERATION OR ADDITION SURVEYED : SEPTEMBER 20, 20/O ;� UN THIS SURVEY S A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE // .EDUCATION LAW. - LDQD-ZO,CCE. L(z7DF�:- V UiCIG l4'• 4L// - � ' �S�.v //'`;[^�'/7.'' CO PIE5 CFTH15 SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMB095ED 5EAL SHALL NOTBE GUARANTEED TO CONSIDERED TO BE A VAUD TRUE CAPE. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PER50N FOR WHOM THE SURVEY 15 PREPARED.AND - ON H15 BEHALF TO THE TRIP COMPANY, +•. �'rt. GOVERNMENTAL AGENCY AND LENDING INSTITUTION L15TED HEREON.AND TO THE LOT NUMBERS: A551GNEE5 OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT LOT No. 9 , TRANSFERABLE SUBSEO ENT OWNERS. INSTITUTIONS O !'MAP OF 5ALT LAKE.VIL AGE" - �..'� - •'�.. DRAFTED BY 5.G.SEPf.23.2010 ISSUED REVISED 16 SEPTEMBER 2011 - 5GDHS _ Iq NOVEMBER 2011 - SGDHS ELEVS. / BORING / LAYOUT l a I A0.,� i 51NGLE FAMILY RE51DENTIAL 5GTM#: DISTRICT 1000,SECTION 144, BLOCK 5,LOT 26 w u ADJACENT PROPERTY:SINGLE FAMILY � O „ RESIDENCE WITH PUBLIC WATER Q SUPPLYAND SEPTIC TANK/LEACHING w IL (L POOL SEPTIC,SYSTEM � i a cCZC] ' LL SEE DIAMETER GR055 OVER PIPE A5 SHOWN 0 z W _ a = Ill W 1000 GALLON SEPTIC TANK \A�2� ELEV= J gr rn •� ' z ' B b.q5' >� z y 1• cocC 0 W to p 50%FUTURE EXPAN510M POOLS w W Z Z 2 (� a ta. (5)8' x 3'-0"LEAGHIN6 POOLS 2�11 ' 0 E _ _ O W Q q a s 1 ; w �S 2�� 32 � oKywu z j �as1 ani w O Q "'� `ELEV TG=q.46' TEST �� BADE �'� a_,; s cd ^� pW, K O b ® (LW 7�, AREA SURROUNDING SEPTIC,TANK MOUND AND ELEV BG=q.25' 3 0 �y�iWE O p e - <<<<` � a' Z Z Z 0. w } RI G a �o. a -� L!1 LEAGHIN6 POOL MOUND TO BE BAGKFILLED O : r C� "n b� t Z_ ' ~ 3 [+ Z d 0 L I 5'0' 1 <<•` DESK r Q Z� f.. y L: D a' Z �' m II�AND REGRADED.SEE LEAGHIN6 POOL AND w_ EL.=o o'-0 . Y/ w- cn �`" 0 aJ t� �o V � (A ^��SEPTIC TANK DETAILS FOR FINISHED GRADE 0 ,r v _ �� ,� Y W r ��p ELEVATIONS Q o O� rn ��/°e�% r�N `U.I ,M'N oN-GRAD n qc 4 m O w O ti! 1U-J k;d w �.d. II.'15 ELEV.-10.4 �'—'� 0 — �' qq x p 2 5TORY PROP05EP 3Q O N CL IOU0 � P.; G % 61 EXISTING SEPTIC SYSTEM TO BE PROPERLY o- E FRAME ONEL IN � �_,� o. ABANDONED.VERIFY LOCATION IN FIELD LLl KATER �b F.FL.EL. = 12.g4 w METER , O Q w� W `nLKWAY LEV= TWO GAR /� ELEV= ELEV= N Z o 10.25' GARAGE 855' tv '" DRIB FL. I0 1 ; — OWNER ELEV= _ FENNE 10Y DES I DENC-,E 50�FU111RE EXPANSION POOLS O 5 E ?� mv �O�6D al r r Ya� ELEV= m0 del<<qC'F �i I60 SAILOR'S NEEDLE ROAD z — — — ��4T DOCK m C MATTITUGK, NEW YORK IIg52 w tr a ELEV TG=g5b' N 100 55' 00" W 122.00' "� 4,4AD C 'C Q a ELEV BG=q.35' O (D 0 "> of PROPOSED WATER SERVICE N O EXISTING SEPTIC SYSTEM TO BE o PROPERLY r j « < G `"• TITLE v ABANDONED.VERIFY LOCATION IN FIELD L1 .2 5INOLE FAMILY RESIDENTIAL N r Q a NEN +SOME GONSTRUGTI ON ADJACENT PROFERTY:SINGLP FAMILY m O RESIDENCE WITH PUBLIC,WATER CI POOL L9JPSEPTDIG 5 5I EM K/SEPTC LEAGHING ? OLD SALT ROAD H v DESIGNERS - PLANNERS - HOME: INSPECTORS NOLSUPPLYNWELLLSEWITHIN 150 FEET. ALL.PUBLIC, WATERNWATFAMILY R CONNNEECTIONS. F U N 0 _j x ap I— 206 RIGHMOND AVE NORTH MA55APEQUA, NY I I'158 2 (516) q7-5080 PLOT PLAN �I I`��II, 1:1 � ✓O'—o" � ,Y PLOT F:'L.AN BY R I CHARD E30YID, RA 5E .DER D q�CSCALE: A5 NOTED DRAWING # 206 N. RIGHMOND AVE., MA55APEQUA, NY 11758 (516) 7q7-5050 p, p p /®N _ SITE INFORMATION OBTAINED FROM SURVEY PREPARED BYe0� �� DATE: 16 SEPT 2011 ISLAND WIDE LAND 5URVEYOR5 - LAND 5URVEYOR5 - 20 SEPT. 2010 _ No �. LOT AREA 12,g05 SQUARE FEET (0.2961 ACRES) MAP OF SALT LAKE VILLAGE, MATTITUGK LOT a I $ DRAWN BY: SG I OF 5 02003 ��- RI -Awl JOB#: 11-76 TEST HOLE I f� IRE E ATA 5EPERATION OF WATER AND SEWER LINES 5EWER LINE REQUIREMENTS 51TE PLAN NOTES 1� PARALLEL INSTALLATION-NWTER LINES SHALL BE LAID A MINIMUM ALL 5EWER LINES SHALL BE A MINIMUM OF FOUR INCHES IN DIAMETER. DISTRICT 1000,SECTION 144,BLOCK 5,LOT 26 OF TEN FEET HORIZONTALLY FROM ANY SEWER LINE. ZONE R-40 SINGLE FAMILY RESIDENTIAL THERE SHALL BE A LENGTH OF CAST IRON SEWER LINE EXTENDING TYPE 5 WOOD FRAME CONSTRUCTION TEST HOLE BY: WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF TEN THROUGH THE FOUNDATION TO A POINT A MINIMUM OF TWO FEET 5LACKE TEST BORING, INC. FEET,A WATER LINE MAY BE LAID CLOSER TO A 5EWER LINE PROVIDIED BEYOND THE FOUNDATION WALL. BEDROOMS: 4 P.O. BOX 64 KIN05 PARK,NY II754 THAT THE BOTTOM OF THE WATER LINE 15 AT LEAST IS INCHES ABOVE THE SEWER LINE FROM THE BUILDING CAST IRON PIPE TO THE SEPTIC, GARBAGE GRINDERS: O PHONE: (651) 2b9-1930 THE TOP OF THE SEWER LINE.WHEN THIS VERTICAL SEPARATION TOTAL BEDROOM5/GRINDERS: 4 COMMERCIAL STANDARDS CLA59 DATE: 21 SEPTEMBER, 2010 CANNOT BE OBTAINED,THE SEWER LINE SHALL BE CONSTRUCTED OF TANK AND TO THE LEACHING 2 )SHALL MEET400 SEWER PIPE,,OR ASTM I,000 GALLON MINIMUM SEPTIC TANK CAPACITY EXCEED SURFACE ELEV 10.1'1' MATERIALS AND JOINTS THAT ARE EQUIVALENT TO WATER MAIN 55 2 GRADE ELEV 0.0' DEMPTIOROFSAMRE STANDARDS OF CONSTRUCTION AND SHALL BE PRESSURE TESTED TO STANDARDS FOR PLASTIC SEWER PIPE WITH A MINIMUM SDR 35 21 50. FT. MINIMUM LIQUID SURFACE AREA SANDY TOP501L RATING.IN THE TOWN OF HUNTINGTON,CAST IRON PIPE 15 REQUIRED 0.5' ASSURE WATER TIGHTNESS PRIOR TO BAGKFILLING. BETWEEN THE BUILDING, FOUNDATION AND SEPTIC TANK INLET. LEACHING SYSTEM DESIGNED FOR SOIL CONDITIONS WHERE THE COARSE TO FINE BROWN GROUNDWATER 15 8.00I'FEET DEEP.THE LEACHING POOLS WILL AND LIGHT BROWN SAND, CRO551N65-THE CRO55ING OF WATER AND SEWER LINES SHOULD BE SLIP-RING CONNECTORS OF THE PROPER TYPE SHALL BE USED AT THE BE REQUIRED AS FOLLOWS: OC6A5510NAL SMALL TO AVOIDED UNLE55 PROVEN ABSOLUTELY NECESSARY. IN SUCH CASES: CAST IRON JOINT. FINE GRAVEL,TRADE THIN FIVE POOLS CONTAINING ONE (1)3' HIGH x&-0" DIAMETER LAYERS OF DARK BROWN SEWER LINES SHALL BE LAID BELOW THE WATER LINE AND PROVIDE A THE SEWER LINE FROM THE BUILDING TO THE SEPTIC TANK SHALL HAVE 5.0' ORGANIC SILT(SM) SEPARATION OF AT LEAST 18 INCHES BETWEEN THE BOTTOM OF THE VERTICAL RINGS CLUSTERED FOR A TOTAL OF 15 E A MINIMUM PITCH OF I/4" PER I'-O'AND AGLEAM-OUT OR MANHOLE VERTICAL FEET. 15'-O°EFFECTIVE = 3l5 5Q. FT.51DEWALL AREA. COARSE TO FINE BROWN WATER LINE AND THE TOP OF THE SEWER LINE. EVERY 50 FEET. AND LIGHT BROYVN SAW,50PE SEWER LINE JOINTS SHALL EyE AT LEAST TEN FEET FROM THE POINT OF FINAL GRADING AND BAGKFILLING NOTES SMALL TO FINE GRAVEL(5Ml THE SEWER LINE FROM THE SEPTIC,TANK TO THE LEACHING POOL(S) 5.0' CRO551NCG. COARSE TO FINE BROWN SHALL HAVE A MINIMUM-PITCH OF I/8" PER I'-O°. FINAL INSPECTION-AT THE TIME OF COMPLETION,THE SYSTEM SHALL AND LIGHT BROWN SAND, WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE WATER LINE SEWER LINE TRENGH(ES)SHALL BE FIRMLY TAMPED.ALL BAGKFILL BE LEFT VISIBLE FOR INSPECTION.PRIOR 70 INSPECTION,THE BOTTOM F�GRAAVEL LARGE LAYER A55IONAL SMALL TO ABOVE THE SEWER LINE,THE FOLLOWING ADDITIONAL CONDITIONS SHALL BE FIRMLY TAMPED BY HAND ABOUT THE PIPE. THE PIPE(5) OF THE PIPE TRENCH SHALL BE BAGKFILLED WITH GRANULAR MATERIAL OF DARK BROM b 6RAYISH APPLY: SHALL BE SECURELY CEMENTED AT THE POINT OF ENTRY INTO THE AND STABILIZED TO PROVIDE FIRM BEDDING.THE PROPERTY LINES &0- BROWN ORGANIC SILT(SM) A VERTICAL SEPARATION OF AT LEAST 16 INCHES SHALL BE PROVIDED SEPTIC,TANK AND LEACHING POOL(S). SHALL BE "STAKED" IN ORDER TO ASCERTAIN THAT THE SYSTEM 15 BETWEEN THE BOTTOM OF THE SEWER LINE AND THE TOP OF THE WATER THERE SHALL BE NO BEND5 IN THE SEWER LINES TO THE SEPTIC TANK. LOCATED ON THE PROPERTY IN ACCORDANCE WITH SUFFOLK COUNTY MEDIUM TO FINE BROWN LINE. IF BENDS ARE UNAVOIDABLE,THEN FOR BEN05 WITHIN THE FIRST TEN DEPARTMENT OF HEALTH SERVICES STANDARDS AS DESCRIBED WITHIN AND LIGHT BROWN SAND WATER LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF FEET FROM THE HOUSE FOUNDATION,THE SEWER LINE SHALL BE THESE SEPTIC SYSTEM NOTES. TRACE MEDIUM TO FINE' GRAVEL (5W) GR0551NG. CONSTRUCTED OF CAST IRON FROM THE HOUSE FOUNDATION UP TO BAGKFILL AND GRADING - THE COMPLETED SYSTEM SHALL BE 5EWER LINES SHALL BE CONSTRUCTED OF MATERIALS AND JOINTS THAT AND INCLUDING THE BEND.LONG SWEEP ELBOWS SHALL BE USED AND BAGKFILLED AND COVERED WITH SUITABLE SOIL FOLLOWING 12.0' ARE EQUIVALENT TO WATER MAIN STANDARDS OF CON5TRUGTION FOR BENDS SHALL NOT EXCEED 45 DEGREES AS MEASURED ALONG THE APPROVAL TO DO 50 BY THE DEPARTMENT OF HEALTH SERVICES.THE THE ENTIRE LENGTH OF THE SEWER LINE AND SHALL BE PRESSURE AXIS OF THE STARTING PIPE.FOR BENDS FURTHER THAN TEN FEET PROPERTY SHALL BE GRADED 50 AS TO MINIMIZE SURFACE DRAINAGE COUR5E TO FINE BROWN AND TESTED TO ASSURE WATERTIGHTNESS PRIOR TO BAGKFILLING. FROM THE HOUSE FOUNDATION AN APPROVED MANHOLE OR INTO THE SYSTEM.A MAXIMUM FIVE PERCENT SLOPE SHALL BE LIGHT BROWN 5AND, GLEAN-OUT SHALL BE INSTALLED.FOR PROJECTS WITH A LARGE MAINTAINED FOR A MINIMUM OF 20 FEET HORIZONTALLY FROM THE OCCASIONAL SMALL TO NUMBER OF 5EN175 CONSULT THE DEPARTMENT OF HEALTH SERVICES NEAREST EDGE OF OF THE LEACHING POOL(S)BEFORE TAPERING OFF FINE GRAVEL (5P/54 PRIOR TO INSTALLATION. TO PREVENT SEEPAGE OF THE LEAGHATE THROUGH THE TOE OR EDGE ALL SEWER LINES SHALL BE STRAIGHT.WHEN SECTIONS OF PIPES ARE OF THE SLOPE.STEEP GRADE5 FURTHER THAN 20 FEET FROM THE IB.O' USEp,THOY SHA"pE Op THE OAM6 MATERIAL,ANP GONNEeT90 WITH �EAGHING POOLS._$HALL.6E STABILIZED_PURSUANT 70_LOCAL CODES._ GOMMENT5: 6ROUND14ATEER COUPLIN65 OF THE SAME MATERIAL. THE GOUPLIN05 SHALL BE OWNER ENCOUNTERED AT -1'-0" SECURELY INSTALLED AND WATERTIGHT.DIRECTIONAL CHANGES THROUGH THE USE OF APPURTENANCES MAY BE PERMITTED IF ABSOLUTELY NECESSARY. WHEN USING MORE THAN ONE TYPICAL LEACHING POOL,ALL SEWER LINES FROM THE DISTRIBUTION BOX TO THE POOLS SHALL BE SET IN 160 5AIL.OR'5 NEEDLE ROAD THE DISTRIBUTUION BOX AT THE:SAME ELEVATION. MATTITUGK, NEW YORK IIg52 TITLE NEN HOME G0NSTRUGT I ON CENTER LEACHING POOL 5EPTIG TANK EIR5T PL. EL 11.5' EL 11.15' EL. 12.g4' R GHARE�) 5OYL�) Arch itcct FIN. GRADE EL 11.00 (GRADE EL. 0') (GRADE EL. 0') (6RAOE EL. 0' I//4"/FT PITCH MIN DESIGNERS - PLANNERS - HOME INSPECTORS q I/8'/FT PITCH MIN Il FEET = 2.15 IN. _ EL q.'75' (GRADE EL.®BORI =10.11) I6 FEET :: 2 INCHES —— r —— -—— EL q25' L q.50 — (GR EL-2.0')— — — — 206 RIGHMOND AVE NORTH MA55APEGUA, NY I I�5& I IN.EL 8.83' -T OUT EL q.00' - (GR EL-2.00') CELLAR .GR EL-2.0)- - --- -. POOL_— (GR EL=2:11) POOLGEN GR EC=25' ;n z EL 6.11' EL 5.50' r 5EA DRAWING w=� (GR EL-4.0') (EL-6.0') EL 3.11' _ _ + EL 5.11' _ EL 3.11'— GROUND WATER �� A/�Cy SCALE: A5 NOTED (GRADE EL.-T&V) (E-L -8.33') (EL -&58') HIGH TIDE G�NIR SEFTI C, �EFTH 5(f�DMATi o DATE: Ib SEPT 2011 .;.�4. 2 OF 5 DRAWN SY: SG ��q • 02011° �� R MTEO JOB#: II-76 SEPTIC TANK NOTES 1000 GALLON CAPACITY - ALL MATERIALS SHALL BE IDENTIFIED AS TO MANUFACTURER AND AND 27 SOPT. MINIMUM HAVE THE IDENTIFICATION V1515LE AT THE TIME OF INSPECTION. LIQUID SURFACE AREA 20" DIA. WATERTIGHT, INSECT PROOF, 5EWAGE ALL MATERIALS,PRODUCTS,AND INSTALLATION PROCEDURES USED FOR 4 BEDROOM RATED, LOCKING, IN CON-UNCTION WITH THE INSTALLATION OF THE SEPTIC SYSTEM RESIDENCE GA5T-IRON COVER OVER SHALL BE IN COMPLIANCE WITH THE NATIONAL SANITATION COVER TO GRADE IF DROP 'T' 15 PRECAST REINFORCED FOUNDATION,THE AMERICAN SOCIETY OF TESTING AND MATERIALS, USED ON INLET CONCRETE COVER AT AND/OR THE AMERICAN WATER WORKS ASSOCIATION FINAL GRADE REQUIREMENTS AND SPECIFICATIONS. FINISHED GRADE ALL CONCRETE MATERIAL USED ON SEPTIC,SYSTEM CONSTRUCTION APPROVED REINFORCED PRECAST D CHIMNEY SHALL HAVE A MINIMUM COMPRESSIVE 5TRENGTH OF 3,000 P51 AT CONCRETE SLAB MIN. b" THICK. �'�' - LOCATE DROP 'T' UNDER 28 DAYS SET. r+wi+a+ ACGE55 OPENING FOR INLET b b MAINTENANCE FOR WATERTIGHT TANKS ALL JOINTS SHALL BE SEALED 50 THAT OUTLET THE TANK 15 WATERTIGHT AND CERTIFIED AS TO WATERTIGHTNESS 4" MIN. VIA GLASS 2400 PIPE Y_ � m AFTER INSTALLATION. OR APPROVED PIPE PITCHED f - y 4" MIN. (P OLA55 2400 ALL SEPTIC TANKS,LEACHING POOLS,AND OTHER ASSOCIATED I/4" PER FT. MIN. PIPE OR APPROVED PIPE PARTS TO BE INSTALLED AGCORDIN6 TO MANUFACTURERS b" CLEARANCE BETWEEN PIPE INVERT PITCHED I/8" PER FOOT RECOMMENDATION AND ACCORDING,TO LOCAL CODES. AND TOP OF SEWAGE WATERLINE MIN. OUTLET INVERT TO BE SEPTIC TANK TO'BE INSTALLED LEVEL IN ALL DIREGTION5 WITH NO 6" MIN. BELOW INLET VARIANCE IN ANY DIRECTION OF GREATER THAN 1/4°.INSTALLATION FLOW BAFFLE INVERT. ONLY ONE OUTLET TO BE ON A MINIMUM THREE INCH THICK BED OF PROPERLY PIPE 15 ALLOWED. OUTLET LEVELED/COMPACTED SAND(FREE FROM ROGK5)OR PEA GRAVEL. WATER LINE PIPE EXTENC5 TO DISTRIBUTION BOX FOR 5EPTIG TANK OUTLET SHALL BE LOCATED AT MAXIMUM POSSIBLE LEAGHIN6 POOLS FLOW PATH FROM THE INLET. TYPICAL RECTANGULAR 1000 GALLON SEPTIC TANK WITH SLAB Tom' SEPTIC TANK SHALL NOT BE LEGATED MORE THAN 4'-0°OR LESS THAN I'-O" BELOW FINAL GRADE.FOR DOMED SEPTIC TANKS SCALE: NOT TO SCALE THE TOP OF THE DOME SHALL NOT BE LOCATED GREATER THAN 2'-O" NOTES: OR LESS THAN 1'-0" BELOW FINAL GRADE. 1. A MINIMUM OF 4" APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND S" WALLS. ALL SEPTIC TANK WALLS, BOTTOM,AND TOP SHALL CONTAIN 2. AN 8' IN DIAMETER BY 5' HIGH APPROVED REINFORCED PRECAST CONCRETE: SOLID RING. REINFORCING TO RESIST AN APPLIED FORGE OF 300 PSF. 5. AN APPROVED REINFORCED PRECAST CONCRETE 6" THICK SLAB TOP IN LAWN AREAS. SEPTIC TANK TO BE IN CONFORMANCE WITH THE STANDARDS AS 4. DROP T'S MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED. SET FORTH IN 10 NYCRR,APPENDIX-75-A. 5. LIQUID DEPTH MUST BE 4 FEET. 6. FLOW BAFFLE OR DROP 'T' REQUIRED. LEACHING POOL NOTES ALL MATERIALS SHALL BE IDENTIFIED AS TO MANUFACTURER AND HAVE THE IDENTIFICATION V151BLE AT THE TIME OF INSPECTION. OWNER FOR AREAS OF SAND AND GRAVEL,THEM LEA HI THE LEACHING Y LEASHING SEGTOr- PRECAST POOL C D BE 6" REINFOR6ED POOL SHALL BE BASED UPON A MAXIMUM LEACHING RATE OF 1.5 CONSTRUCTED OF PRECAST REINFORCED TRAFFIC 67ALLON5 OF SEWAGE PER DAY PER SQUARE FOOT OF 51DEWALL AREA. CONCRETE LEACHING STRUCTURE, SOLID 5LAB5. BEARING SLAB LEACHING POOLS SHALL BE PIPED DIRECTLY FROM THE SEPTIC TANK . 160 SAILOR'S NEEDLE ROAD OR A DISTRIBUTION BOX. MATTITUGK, NEW YORK 11952 LEAGHIN6 POOLS ARE TO BE CONSTRUCTED OF PRECAST CONCRETE ALLOW I' MIN. FOR FINISHED GRADE (OR EQUAL).LEAGHING STRUCTURES,SOLID DOMES,AND/OR SLABS. FINAL ADJUSTMENT c �= BAGKFILL WITH WHEN UTILIZING MORE THAN ONE LEAGHIN6 POOL ALL POOLS SHALL GLEAN BE SAME SIZE. TITLE INLET 4" MIN. VIA. o GRANULAR LEAGHIN6 POOL COVERS SHALL BE AT LEAST ONE FOOT BELOW #OM G01��TRUGT I O1�APPROVED PIPE ® E3 ® = ® ® ® Il MATERIAL 1'-0" GRADE,BUT NOT MORE THAN 2'-O". FOR DEEPER SYSTEMS,'DUMMY" NEN PITCHED I/8" PER Pi so' ALL AROUND ® ® ® ® ® ® ® I I �_ RINGS SHALL BE USED TO BRING THE COVER WITHIN 2'-0'OR DOME TO I'-O". WASTELINE -' wwruT I BASIN FOR ® ® ® ® ® ® ® WITHIN 4'-0°OF FINAL GRADE. FROM SEPTIC TANK u� �+ 1 FULL DEPTH TO ENTER MIDDLE z ® ® ® ® I I' MAXIMUM DEPTH OF LEACHING POOL NOT TO EXCEED 25'-O"BELOW GRADE. R I C HARP 50)"® Ar c h I,t o f�i t RING AS HIGH AS ® ® 1 LEAGHIN6 POOL "CHIMNEYS"SHALL BE OF A PRECAST CONCRETE, I I I\!� L� POSSIBLE > &.0*ODTyVE DIAMMR SECURELY AFIXED,AND MAY NOT EXCEED 2'-O' IN HEIGHT,OR 4'-0" IF A LOCKING GA5T IRON COVER IS INSTALLED AT GRADE. PIPES BETW DESIGNERS - PLP.NNERS - HOME INSPECTORS b" MINIMUM 4" ES BET1EEN THE OVER THE EFFECTIVE LEAGHIN6 AREA OF A LEAGHIN6 POOL(BELOW INLET PENETRATION m PIPE) SHALL BE INSTALLED ENTIRELY IN SAND AND GRAVEL, 206 RIGHMOND AVE NORTH MA55APEGUA, NY 1I-75& INTO A VIRGIN _ HIGH SEA 50 L MIDDLE RING AND STRATA OF GROUND TER THE FOUR OUTSIDE ---- AGGEP'TABL-E TO THE HEAL-TH-DEPARTMENT: - --- - - -- ------- -------- -- - --- -- -"-- 501L BEARING ADEQUATE RIN65, 6 INCHES THE BOTTOM AND 51DEWALL AREA OF THE LEACHING POOLS SHALL SAND AND WITHOUT FOOTING RING5 CONC ET ABOVE THE BOTTOM BE FREE OF DEBRIS BEFORE BACKFILLING. GRAVEL CONCRETE SEAL DRAWING # BAGKFILL MATERIAL SHALL BE LEACHING A 5GALE: A5 NOTED GLEAN COARSE SAND AND GRAVEL RING �� R�� USE 4° VIA APPROVED SEWER PIPE THROUGHOUT �� `�� RD D• �Q _ OA DATE: 16 5EPT 2011 TYPICAL LEACHING POOL SECTION FOR HIGH GROUNDWATER CONDITIONS f, �_ ` . 5 OF 5 SCALE:NOT TO SCALE " �1;�; DRAWN BY: 5G JOB#: I I-76 a a o PORCH ll 193 OFFICE -rove 0; I� 000 , LIVID BRREEWA®5T KITS ❑❑❑❑ GL05 ❑�❑ r - Eq MGMA 5 FOYER 5T� OWNER �ENNEY ENG F PORCH� _.. _ L I60 SAILOR'S NEEDLE ROAD MATTITUGK, NEW YORK 11952 a o TITLE 1 E1E HO1�E G0NSTRUGTI0N GAR {� GARAGE R I CHARD 50 _ A rchitcct DESIGNERS - PLANNERS - HOME INSPECTORS 206 RIGHMOND AVE NORTH MASSAPEaUA, NY 11-75& (5I6) 'Iq7- 80 aEA DRAWING # A 5GALE: A5 NOTED FIRST FLOOR PLAN Q __4 DATE: 16 5EPT 2011 vj 4 OF 5 -<' DRAWN BY: 5G 20 o"U RICH �ARG�E11EaGT JOB#: II-16 �s .t BEDROOM 5ITTIN15 4 ❑IE3E:D ❑ BEDROOM �� ®BATH GLO5. o,w ® BELOW STUDY G�05. — j. S Om TO BED SHY; WOTM -' BATH OWNER x o o �4 �ENNEY s I BEN �- I60 SAILOR'S NEEDLE ROAD MATTITUGK, NEW YORK 11952 TITLE NEVI HOME GONSTRUGTION RIGHARP E30) P _ Architect DESIGNERS - PLANNERS - HOME INSPECTORS 206 RICHMOND AVE NORTH MA55APEOUA, NY II-75& (51 "Iq"1-5080 g E® DRAWING #ARc SCALE: A5 NOTED SECOND FLOOR PLAN RD D. ' DATE: Ib SEPT 2011 5OF5 _ �a ILP <<�=' DRAWN BY: SG R $ AHVI E T JOE I I-76 D15T: SECTION: 44 113LOCK.- 5 1 TAX LOT: 26 SURVEY NO. 10-10159 TITLE NO. THE OFFSETS OR DIMENSIONS SHOWN HEREON. FROM THE PROFEKrYUNE5TOTHE5TRLICURE5. ARE FOR A SPECIFIC PURPOSE AND USE, THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES ORTO GUIDE THE ERECTION OF FENCES.ADDITIONAL 5TRUCTURE5 OR ANY OTHER IMPROVEMENT O 0 - SAILORS N E DBE EL=9.69 q+ N 79 005'00" L +EL=9.49 CL I ! 0 TTCELL=9.56 35,00 DCEL=9.40 R 43 ' 60 LOT AREA = BCEL=9.35 /2,902.544/ -90. FT. OR 0.2962 ACRES) S O m N Qq l 1, I ob, v 2 O N /2,0 L„ N ND�E(E 01, IOLUNpATION 5" G I o cn (o N O N (o Q O co N 5 79005'00" w 2,3.00' O Q WOOD BULKHEAD S 80053'l 0" W 95.041 ca o� MAP OF PROPERTY ISLAND WIDE LAND SURVEYORS 51TUATE AT PROFE5510NAL LAND 4 CITY 5URVEYOR5 MA TTI TUCK NE: I-bG TTE-8 DRIVE, 0 FAX:T,N.Y. I 1791 -1 PHONE: I-866-808-5800 FAX:516-496-1792 TOWN OF 5OUTHOLD 5UFFOLK COUNTY, N. Y. REcoRDs oP w r vE a RouwER UNAUTHORIZED ALTERATION OR ADDITION t� TO THI55URVEY15AVIOLATIONOP SURVEYED : SEPTEMBER 20, 20/O SECTION 7209 OP THE NEW YORK STATE a EDUCATION LAW. FOUNDATION LOCATION:-FEBRUARY 2, 20/2 COPIES OP THI5 SURVEY MAP NOT BEARING ..' THE LAND SURVEYOR'S INKED SEAL OR GUARANTEED TO :- EMBOSSED SEAL SHALL NOTBE CONSIDERED ' TO BE A VAUD TRUE COPY. '•, "x, GUARANTEES OR CERTIFIGttION5 INDICATED HEREONSHALL RUN ONLY TO THE PERSON 6&i 4 .., FOR WHOM THE SURVEY 15 PREPARED,AND < { ON HIS BEHALF TO THE TITLE COMPANY, ,+„�^M.p•;—�✓� ��, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE LOT NUMBERS' A551GNEE5 OFTHE LENDING IN5TITURON. GUARANTEES OR CERNFICATION5 ARE NOT LOT No. 9 TRANSFERABLE! R SUBSEQUENT OWNERS. "MAP INSTfiUiIONS O "MAP OF SALT LAKE VILLAGE" DRAFTED BY:-R.A.J. 02-03-12 DIST: SECTION: BLOCK: 5 1 TAX LOT: : SURVEY NO. 10-10159 'NOTE:-SEPTIC INFORMATION AND LOCATION AS PER OTHERS TITLE NO. THE OFFSETS OR DIMENSIONS SHOWN HEREON. FROM THE PROPERLY UNE9 TO THE 5TRUCTURE5. ARE FOR A SPECIFIC PURP05E AND U5E1 THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES,ADDITIONAL 5TRU(.ZURE5 OR ANY OTHER IMPROVEMENT cg 0 5 �� 1 I Iyj NEEP -C U:Z, u-M EL=9.G9 q+ N 79 005'00" E +EL=9.49 CE pp 60 1 cool � TTcc 6 35,00RB DCEL=9.40 '\ _43 . 60 BCEL=95 I— LOT AREA = �F1vE�3'DEEP X L3'0 12,902.544/ 50. FT OR MONUMENT EACH POO1-5 0.2962 ACRE(5) FOUND / WATER / 4'DEEP x 1010 �Q METER �g DRY WELL �;"4/� I\ I I I LLJ r TJ, - N NI 3 i SOS? o n�1 33'- O MIN I 11000 TANK CV 6 �9�\ 2�o �\ POOL o Lie o '-OL 1 a, ull l 2 " Q \, ,� ��" �� =EXPANSION LOT No. 8 Z+,1\ U` h i �p oog 1 POOL TDOO wV0,9 ORCN � 2"3 6 D 5y STAKE SET 5T0 Ky �� ` Z IO�NG R�b�pp LOT No. l O A I\ �^ /O� roo a '�V�O \AIEL� ING OM �f9 pQMC I'1V� \D� �l5'4/1, 60 5 .2 \?''ha 8:g„ \2'0 OM p1H� Znd g(�. O oN CONC. O s N %� �Z� WOOD PORCH W�WE1p�W 0 EL,9 2? 0 OP OVER 1 o .0' RO > 4'DEEP x 10'0 LOT No. 9 _ 14'DEEP x 10'0 •• �y DRY WELL - �;DRY WELL Op o `�, 6�j F(� 3 79005'00" w °� �p3 23.00' So ' ` 9S Q WOOD BULKHEAD DOCK. \60 0 S 80053'l 0" w 95.041 Y A C H T �o BASIN ti vS�FF®Io�'C®t�#"�";�'7PARiVaa ,a OF}ateA s�. 'L� >b OTR'UCTEOWORKS FOR 0�4 NQV 1 2, Ref. , • 0,. Tee awea !and 4 - - nre dl � ;�;a MNUT an ' b and(Wnd to �E9IcUlvFCRAMAXIMU IW,'Jt?,L`c?PuolCiiL 'deaC.d"ti!':;'C MAP OF PROPERTY _ m :ilr.{,t;Rv►m,. ISLAND WIDE LAND SURVEYORS SITUATE AT MA TTI TUCK PROFESSIONAL RAND 4 CITY SURVEYORS 199 LAFAYETTE DRIVE,SYOSSET,N.Y. 11791 �, . PHONE: 1-8GG-808-5800 FAX:51 G-49G-1792 TOWNOF 3OUTHOLD � "t RECORDS OF WALTER I.BROWN,GUSTAVE A.ROUWER SUFFOLK COUNTY, N. Y 4 ROBERTA.HAYNFS UNAUTHORIZED ALTERATION OR ADDITION •" ^� TO THI5 SURVEY 15 A VIOLATION OF SURVEYED : SEPTEMBER 20, 20l 0 5ECTION 7209 OF THE NEWYORK STATE FINAL SURVEY.•-JULY3, 2012 �.�� w`J� ..E. • EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING SEPTIC SYSTEM AMENDED:-SEPT EMBER /4, 20/2 �• >' �'',�K�--•�t�;�.�;,{ THE LAND SURVEYORS INFM SEAL OR GUARANTEED TO F.;7-• •-:;,.R• "�f��•lIv EM505SED SEAL SHALL NOTBE CONSIDERED /;y ;``a' -<\.r' . GU BEA E!A VALID OTR CERTIFICATIONS INDICATED HERE N SMALL RUN ONLY TO THE PERSON SURVEY FOR C of O PURPOSES ONLY E COPY, POSSESSION AND/OR OTHER STRUCTURES NOT SHOWN � � E ILL, �� •ft,'`,� �. `'�� , O �J FOPWHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY, Dih ' 1 4 GOVERNMENTAL AGENCY AND LENDING IN5TTNTTON U51"M HEREON.AND TO THE UTI LOT NUMBERS: ��" A551GNEE5 OF THE LENDING INSTITON. GUARANTEES OR CERTIFICATIONS ARE NOT LOT No. 9 NOV 2 6 2(112 � ``�`-` �`= � TRANSFERABLE TO ADDITIONAL INSTITUTIONS NOV �"" X OR SUBSEQUENT OWNERS. "MAP OF SALT LAKE VILLAGE"R per DRAFTED BY: A.J. 08 06-12 SS« 0• v G1�U BLDG.DEPT. ' �• `' :' TOWN OF SOLITHOLD . XDINGDEPARTMIENT OFSOUTHOLD BUILDING PERMIT APPLICATION CHEC KLIST Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 367716 /'to ��k7 Survey www. northfork.net/Southold% PERMIT NO. Check Septic Form } / N.Y.S.D.E.C. Examined , 1 dZb 20 Trustees Contact: Approved fj a` 7 ,20 I Mail to: J?toW0.Q6'rG_D c Zolo K•�irt�-r-tor.eA J(,,r: I"tltsSAR�+ Y+j �j` Phone:( So "7 7•-S$,p 11-75b Expiration -?-7 ,20 Building Inspector Name of owner ofpremises _Peg or-AIA- _P6,4 r4 (As on the tax roll or latest deed) If applicant-is a corporation, signature of duly authorized officer KIA (Name and title of corporate officer) Builders License No. r Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: CPO c,o�S 0_SS1.e' House Number Street Hamlet County Tax Map No. 1000 Section !4-+ Block Lot 7J�p Subdivision_ ci� (,pc 1�c L�,�G,�- �_Filed Map No. Lot (Name) AP' s U EU AS 901 L DATE,/0 B.P. # NOTIFY BUILDING DEPARTMENT AT CONIPLY WIT HALL CODES OF ,31-5-18Q2 8 ANi TO 4 PM FOR THE NEW YORK STA-(E & TOWN CODES FOLLOWING INSPECTIONS: AS REQU1 -D AND CONDITIONS OF 1. FOUNDATION -TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN ZBA 2. ROUGH FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING SOUTHOLD TOWN PLANNING BOARD 3. I.NSULATION SOUTHOLD TOWN TRUSTEES 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. , / 0 F'oP SAILOR'SNEEP EL=9.69 Ck+ N 79 005'00". 2 E +EL=9.49 CL f �O El 9g 65 T 66 I E 2 HCEL 9:35 35.00 DCEL=9.40 L—�3 6� nx�i• V� g � � OVERFLOW 0 1 O Q " v�0 v�0 CESSPOO \ / p 15'-5Z L�RIo_'YS OVERFLOW IO-IO" \/ j i, CE55poo \ 9_3° 0 L 07-Ato. lO 24'-1 I �I � '0 rOo �'9 co Q � N 5-43 F? \ [� 1 �E Rvq 9 �5e i z _ (� O 9 O o= - ENCLOSED = WooD Ft FLAB . I-O'No. N 7-0 tiff - 790 J OOn -----AREA--- s l 2902.544 Sq. Peet ° �• j 0.2962 Acres !\69S 1�n//S/ON L/�ci� WOOD DULKHE4D j>�� `G° ' O 50053'l 0" W 95.04 YgCOT :z6WE V a r [rr r'n No, 160 ,- � N , � 15TORYI -tn T*63 WEL 0 . - -- ,LINC, (W1 VtNn 51{9ING) F.Ft.FL-• t40.02 .Al T 7'� 'a'A^I POYN 1l I t;k f , r )00co I ' t B. P 3677o/ ( . BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ��-�� Date Reviewed:��d4 Applicant: Owner: Architect) Estimated Cost: SCTM# 1000 - �`� - �� p Subdivision: V - Zone: ^�`� Conforming? Property Address: City: /�� - Pre Cos? Building Permits (Open/Expired): BP -Z/GO Z- ,Info: BP -Z/C/o Z_ ,Info: BP -Z/C/o Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- Info: Single& Separate Search Required? Y or N Determination: STOP, PIAN_4.FF. REQ. Lot Size: ACT. Lot Size:►�9 1�9o�,s�� REQ. Lot Cov. d o`�o ACT: Lot Cay. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. 35� ACT. Height P"edt' oTH SIDE Ay�T i ' J , Projec D cription: GL ' Waterfront. Y r N j- � �,_ " 3 If yes, Ovate ody: 7 Panel# Flood �Zne: ulkhead/Bluff Dist�nc ADDI IONAL PPROVALSR. E UIRED QLHN 5(+fi) IGNE[)� 5 I-EED ueVF-Y SWE PLAN Suffolk County Health Ybr N- I yes, *Be *Date: /'z�*P mit#: �- �� 0060Town Septic: Y-N a F 0'3� 'Ni no, certification required: Y or N Received: Y or N By: NYS DEQ: PRE-nECvni7s.�Y o N„Date:° /�// n° Permit #: I-��3��715 ovv03 or J Letter Notes: v2c7 0 0 /— Southold Trustees r•N--`Date:-T� �/ �( Permit #: 7� �3 ^T��r-Notes: Southold ZBA: or.N.--Pate:1' ,9 /.'�S%_� Permit#: rO -Notes• Southold Planning: Y o N- I ate: '/ / Permit#: -Notes: Town Landmark C"of A: Y o TE: *NYS CODE Compliance(page 2): Y or N CONTRAcr/�oR �tc��v.st. 61b5AJ31�I eK1- r4B1L.ITy �+�WO9k�-Ns CoMp�NS,.gTIoN o Notes: 4�� 'A: a � _ Fee Structure: Calculation: �:�� Foundation: 0, F 11 -57 �X $ ,30 -$59s,S o First Floor: _: •�"'fSF + Initial Fee: $ Second Floor: I8-3- SF +Additional Fee ( : $ Other: D6q©L 1 TI o SF SF X $ , =$ Total: SF + Initial Fee: $ AlkW O�C� �I`� 562, C of o FEE� D}D© �0 1 ' '7o E1�70, �1�. rt"�O�N� � � 68 SQ, �T, AS BUILT FEE TOT $ �O9Sso =— LWoo UJ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:ZO Wind Speed: 120MPH. Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 -lee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIR-E AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: Y/N FLOOR JOISTS:YIN ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: Y/N APPROVED AS NOTED WINDOW AND DOOR SCHEDULE: DATEB.P. •MISSLE TEST REQUIREMENTS: Y/N FEE: 'BY EGRESS 5.7 S.F.: Y/N NOTIFY BUILDING DEPARTMENT AT 765- 802 8 AM TO 4 PM FOR THE LIGHT 8%: Y/N FOLLOWING INSPECTIONS: TENT 4%: Y[N 1. FOUNDATION -TWO REQUIRED FOR POURED CONCRETE NAILING/CONSTRUCTION SCHEDULE: Y/N 2. ROUGH-FRAMING,PLUMBING, STRAPPING.ELECTRICAL&CAULKING MEANS OF EGRESS: Y/N 3. INSULATION d. FINAL-CONISTRUCTION 8 ELECTRICCk ' PLUMBING RISER DIAGRAM: Y/N MUST EE COMPLETE FOR C-O. AU CONSTIRUCTiM SHALL MEET TI+E LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N RLOUIREMICNTSOF THE�C.ODES OF NEW YORK STATE. uOT fESPONSIBLE FOR TRUSS DESIGN: Y/N DESIGt4:aRCOuSTRUCTUONERRORS. CERTIFICATION: Y/N ENERGY CALC90Y N (RIESCHECK) -1-0/0 Ot TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) REScheck Software Version 4.4.1 Compliance Certificate Project Title: Penney Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Nassau County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 14% Heating Degree Days: 4910 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 160 Sailors Needle Road Richard Boyd Richard Boyd- Mattituck,NY 11952 206 Richmond Avenue 206 Richmond Avenue Massapequa,NY 11758 Massapequa,NY 11758 (516)797-5080 (516)797-5080 rboyd@optonline.net Compliance:;Passes:using�UAtrade�off Compliance:2.2%Better Than Code Maximum UA:629 Your UA:616 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. Gross • • UA Assemblyor or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1018 30.0 0.0 36 Ceiling 2:Cathedral Ceiling(no attic) 1221 30.0 0.0 42 Ceiling 3:Cathedral Ceiling(no attic) 140 19.0 0.0 7 Wall 1:Wood Frame,16"o.c. 3401 13.0 0.0 242 Window 1:Wood Frame:Double Pane with Low-E 322 0.310 100 Door 1:Glass 112 0.320 36 Door 2:Solid 18 0.400 7 Wall 2:Wood Frame,16"o.c. 434 19.0 0.0 21 Window 2:Wood Frame:Double Pane with Low-E 88 0.310 27 Floor 1:All-Wood JOlst/Truss:Over Unconditioned Space 1877 19.0 0.0 88 Floor 2:All-Wood Joist(Truss:Over Outside Air 182 19.0 0.0 9 Compliance Statement: The proposed building design described here is co nt with the bui ' plans,specifications,and other calculations submitted with the permit application.The proposed building as bee designed t mee the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to com ly with mandato requi ments listed in the REScheck inspection Checklist. 1&�� Name-Title Sign ture Date A 11 -7 - ^ r C E U �� ` �F/ NOV 2 6 �n1� ORDER,- D TE. 2/14/12 � I � BLDG. DEPI. PAGE. . 1 TOWN OF SOUTHOLD TIc C" . 866938 - 00 — PRI TT�ff 2/14/12 15:20:12 71 Heartland Blvd. Edgewood,NY 11717 * *ORDER 631-667-2656 STORE- EDGEWOOD SHOWROOM/PI 631-667-8088 FAX 631-667-5144 DELIVERY TYPE- -> H SALESMAN- Charles Grubman CUSTOMER TYPE- -> C 580629 Sold To Ship To rDy— OUG HORN DOUG HORN 124 LINCOLN AVE 124 LINCOLN AVE OAKDALE, NY 11769 MATTITUCK, NY 11952 BILL- 631-926-2548- _ _ - - � L COST CONTACT#- 631-926-2548 CROSS —x Qty Catalog# Description Swings/Loc Unit Price Extended 3* 1390007 UNIT, WHITE HP IR 567. 84 1703.5; CXW135L PSC 3 CXW35WHITES ANDERSEN CASEMENT SCREEN WHITE 20. 67 62. 0] 3 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 14. 05 WHITE CLASSIC 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 567. 84 1135. 6t CXW13 5 Unit, White/Clear Pine, R Handing, High Perfo ance Lo -E4 Impact Resistant Glass RIO Height 41.37500 RIO Width 3.6'. 0000 Unit CXW135 2 CXW35WHXTES ANDERSEN CASEMENT SCREEN WHITE 20. 67 41.35 2 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 9.3E WHITE CLASSIC 1* 1390060 UNIT, WHITE HP IR 20IN LPS 497. 64 497. 65 CW135L PSC 1 CWE35WHXTES ANDERSEN CASEMENT SCREEN WHITE 18.49 18.4S EGRESS I PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 4. 61 WHITE CLASSIC (Continued on Next Page) IQ Qu to #: 241328 *= This is Custom Merc andise ' ORDER DATE- 2/14/12 1 1 ` , ' PAGE. . 2 TICKET . 866938 - 00 71 Heartland Blvd. Edgewood,NY 11717 631-667-2555 Qty Catalog# Description Swings/Loc Unit Price Extended 1* 1390096 UNIT, WHITE HP IR 20IN LPS 497. 64 497. 64 CW13 5R PSC 1 CWE35WHXTES ANDERSEN CASEMENT SCREEN WHITE 18.49 18.4S EGRESS 1 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4_ . 68 4. 6_6 -- - WHITE -CLASSIC- 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 629.46 629. 4E P4035 Unit, White/Clear Pine, High Performance Low- 4 Impact Resistant Glass RIO Height 41.37500 RIO Width 48. 0000 Unit P4 035 1* 1390066 UNIT, WHITE HP IR 202N 563. 94 563. 95 CW14L PSC 1 CW4WHITES ANDERSEN CASEMENT SCREEN WHITE 20.59 20.5S 1 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 4. 6E WHITE CLASSIC 4* 1390103 UNIT, WHITE HP IR 20IN 563.94 2255. 7E CW14R PSC 4 CW4WHITES ANDERSEN CASEMENT SCREEN WHITE 20.59 82.3E 4 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 18. 7� WHITE CLASSIC 1* 1513014 UNIT, WHITE HP IR 734. 76 734. 7E P4040 P 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 346.32 346.3; C12 Unit, White/Clear Pine, R Handing, High Perfo ance Lo -E4 Impact 'Resis ant Glass RIO Height 24. 62500 (Continued on Next Page) IQ Qu to #: 241328 *= This is Custom Merc andise Edgewood,NY 11717 631-667-2666 Qty Catalog# Description Swings/Loc Unit Price Extended R/O Width 24. 2500 Uni t C12 1 C2WHITES ANDERSEN CASEMENT SCREEN WHITE 12. 40 12. 40 1 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 4. 68 WHITE CLASSIC 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 659. 10 1318.20 C22 Unit, White/Clear Pine, LR Handing, (All Sash) High Pe formance Low-E4 Impac _Resistant Glass R/O Height 24. 62500 R/O Width 48. 0000 Uni t C22 4 C2WHITES ANDERSEN CASEMENT SCREEN WHITE 12. 40 49. 60 4 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 18. 72 WHITE CLASSIC 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 610. 74 610. 74 AW42 Unit, White/Clear Pine, V Handing, High Perfo ance Lo -E4 Impact Resistant Glass- R/O Height 28. 87500 R/O Width 48. 0000 Unit AW41 1 AW4WHITES ANDERSEN AWNING SCREEN WHITE 20. 83 20. 83 1 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 6.24 WHITE CLASSIC 2* 2565236 FRAME, WHITE IR W/INTLK W/S & 489. 06 978. 12 SCREWS FWG6068R FWG 2* 2560521 PANEL, WHITE HP TEMP IR 776. 88 1553. 76 FWG3068 STAT FWG (Continued on Next Page) IQ Qu to #: 241328 *= This is Custom Merc andise Edgewood,NY 11/1! 631-667-2565 �� p Qty Catalog# Description Swings/Loc Unit Price Extended 2* 2560522 PANEL, WHITE HP TEMP IR 776. 88 1553 . 76 FWG3068 OPER FWG 2 PD3068WS ANDERSEN UNIVERSAL INSECT SCR 106. 70 213. 40 WHT FOR PWG60112068 YWH6019068 2 H2PNLW A/W PS/FWG 2 PANEL WHITE TRIM 41.34 82. 68 SET METRO SERIES 1* AFDF16W ANDERSEN F/W GLIDING PATIO DR 619.32 619.32 FRAME ONLY WHITE 2 AFDSS4WH ANDERSEN F/W GLIDER STAT PANEL 524.16 1048. 32 HIGH PERFORMANCE WHITE 2 AFDOS4Wff ANDERSEN F/W GLIDER OPER PANEL 524.16 1048. 32 HIGH PERFORMANCE WHITE 1 FWDOPA4PNLW ANDERSEN F/W DOOR ASTRICAL FOR 90. 48 90.48 618 OPER PANEL WHITE 1 FWDSA4PNLW ANDERSEN F/W DOOR ASTRICAL 52.26 52.26 4 PANEL SCREEN WHITE 2 PD4068WS ANDERSEN UNIVERSAL INSECT SCR 122.22 ' 244. 44 WHITE FOR FWG8068116068 1 H4PNLW A/W PS/FWG 4 PANEL WHITE TRIM 77.22 77.22 SET METRO SERIES 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 373. 62 747.24 AN251 Unit, White/Clear Pine, V Handing, High Perfomnance Lo -E4 Impact Resistant Glass Location 2ND RLOOR R/O Height 21. 00000 R/O Width 28. 7500 Uni t AN251 2 AN25WHITES ANDERSEN AWNING SCREEN WHITE 13.34 26. 68 (Continued on Next Page) IQ Qu to #: 241328 *= This is Custom Merchandise ORDER DATE- 2/14/12 � � � PAGE._. 5 TICKET ##. 866938 - 00 71 Heartland Blvd. Edgewood,NY 11717 631-667-2656 l Qty Catalog# Description Swings/Loc Unit Price Extended 2 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 12. 48 WHITE CLASSIC 2* 1513410 UNIT, WHITE HP IR 422. 76 845.52 AN31V PSA 2 AN3WHITES ANDERSEN AWNING SCREEN WHITE 15.37 30. 74 2 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 12. 48 WHITE CLASSIC 1* WINDOW-2Q- _ -CUSTOM ANDERSEN UNIT 642. 72 642. 72 AX41 Unit, White/C ear Pine, V Handing, High Perfo ance Lo -E4 Impact--Resi-s ant=G2-a�s- R/O Height 32. 00000 RIO Width 48. 0000 Unit AX41 1* AX4WHITES ANDERSEN AWNING SCREEN WHITE 21. 61 21. 61 1 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 6.24 WHITE CLASSIC 5* 1390009 UNIT, WHITE HP IR 679.38 3396. 90 CXW14 5L PSC 5 CXW45WHXTES ANDERSEN CASEMENT SCREEN WHITE 24.10 120. 50 5 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 23. 40 WHITE CLASSIC 5* 1390010 UNIT, WHITE HP IR 679.38 3396. 90 CXW145R PSC 5 CXW45WHXTES ANDERSEN CASEMENT SCREEN WHITE 24.10 120.50 5 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 23. 40 WHITE CLASSIC 3* 1513015 UNIT, WHITE HP IR 804.96 2424. 88 P404514540 P (Continued on Next Page) IQ Qu to #: 241328 *= This is Custom Merc andise ORDER DATE- 2/14/12 ' , PAGE. . 6 TICKET #. 866938 - 00 71 Heartland Blvd. E d, 11717 631- P _ 631-667-2555 J Qty Catalog# Description Swings/Loc Unit Price Extended 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 402.48 402.41 CR135 Unit, White/Clear Pine, L Handing, High Perfo ance Lo -E4 Impact Resistant Glass RIO Height 41.37500 RIO Width 17. 0000 Unit CR135 1 CR35WHXTES ANDERSEN CASEMENT SCREEN WHITE 15.21 15.23 1 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 4. 6� WHITE CLASSIC 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 402.48 402.4E CR135 Unit, White/Clear Pine, R Handing, High Perfo ance Lo -E4 Impact Resistant Glass RIO Height 41. 37500 RIO Width 17. 0000 Unit CR135 1 CR35WHXTES ANDERSEN CASEMENT SCREEN WHITE 15.21 15.23 1 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 4. 61 WHITE CLASSIC 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 509.34 509. 35 CXW13 5 Unit, White/Clear Pine, S Handing, High Perfo ance Lo -E4 Impact Resistant Glass- RIO Height 41.37500 RIO Width 36. 0000 Unit CXW135 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 382.20 764. 4C CW125 Unit, White/Clear Pine, R Handing, High Perfo mance Lo -E4 Impact Resistant-Glass- RIO Height 28. 87500 RIO Width 28. 7500 Unit CW125 (Continued on Next Page) IQ Qu to #: 241328 *= This is Custom Mercliandise ORDER DATE- 2/14/12 i I PAGE. . 7 TICKET #. 866938 - 00 71 Heartland Blvd. Edgewood,NY 11717 631-667-2665 Qty Catalog# Description Swings/Loc Unit Price Extended 2 CW25WHXTES ANDERSEN CASEMENT SCREEN WHITE 14.90 . 29. 8( 2 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 9. 3E WHITE CLASSIC 1* WINDOW-IQ CUSTOM ANDERSEN UNIT 382.20 382.2( 1 CW125 Unit, White/Clear Pine, L Handing, High Perfo ante Lo -E4 Iinpact Resistant Glass RIO Height 28. 87500 RIO Width 28. 7500 - - Unit CW125 1 CW25WHXTES ANDERSEN CASEMENT SCREEN WHITE 14.90 14.9( 1 PSC-WHITE ANDERSEN HARDWARE PACK CSXNT 4. 68 4. 61 WHITE CLASSIC 1* 1390151 UNIT, WHITE HP IR 20IN 1084.20 1084.2( CW24LR PSC 2 CW41VHITES ANDERSEN CASEMENT SCREEN WHITE 20.59 41.V 2 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 9. 3E WHITE CLASSIC 2* WINDOW-IQ CUSTOM ANDERSEN UNIT 814.32 1628. 64 C23 Unit, White/Clear Pine, LR Handing, (All Sashj High Pe formance Low-E4 Impazc --Resistant Glass RIO Height 36.50000 RIO Width 48. 0000 Unit C23 4 C3WHITES ANDERSEN CASEMENT SCREEN WHITE 15. 83 63.3; 4 PSC-WHITE ANDERSEN HARDWARE PACK CSMNT 4. 68 18. 7; WHITE CLASSIC 3 AW251WH ANDERSEN AWNING UNIT WHITE 194.22 582. 6E HIGH PERFORMANCE 214 7/8"X214 7/8" (Continued on Next Page) IQ Qu)to #: 241328 *= This is Custom Merchandise ORDER DATE- 2/14/12 i i m PAGE. 8 TICKET #. 866938 - 00 71 Heartland Blvd. ' Edgewood,NY 11717 631-667-2656 �p Qty Catalog# Description Swings/Loc Unit Price Extended 3 AW25WHITES ANDERSEN AWNING SCREEN WHITE 15.44 46.32 3 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 18. 72 WHITE CLASSIC 1 AW31WH ANDERSEN AWNING UNIT WHITE 231. 66 231. 66 HIGH PERFORMANCE 3 10 1/2"X214 7/8" 1 AW3WHITES ANDERSEN AWNING SCREEN WHITE 17.55 17.55 _I__ P_ S_A-WHITE_ _ANDERSEN_ANDERSEN HARDWARE-PACK AWNING 6.24 6.2 4 WHITE CLASSIC 1 AW41WH ANDERSEN AWNING UNIT WHITE 290.94 290.94 HIGH PERFORMANCE 410 1/211X 214 7/8" 1 AW4WHITES ANDERSEN AWNING SCREEN WHITE 20. 83 20. 83 1 PSA-WHITE ANDERSEN HARDWARE PACK AWNING 6.24 .6.24 WHITE CLASSIC 2 T3030GV THERMO-LITE QVT 75 SKYLIGHT 362. 70 725. 40 VENTED PITCHED ROOF IQ Qu to #: 241328 *= This is Custom Merchandise SALES AMT. . . . . . . . . . . 37,461.24 DEPOSIT TAKEN . . . SALES TAX. . . . . . . . . . . 3,239.23 DEL CHARGE. . . . . . . . . . 95.00 C.O.D. BALANCE. 40,795.47 RESTOCKING/MISC CHG. ORDER TOTAL. . . . . . . . . 40,795.47 VAN ORDER MIN. 4-6 WEEKS I HAVE READ AND AGREE TO WINDOWRAMA'S TERMS AND CONDITIONS OF SALE. ORDER IS CORRECT AS SPECIFIED ABOVE. NO EXCHANGES, REFUNDS, OR CANCELLATIONS PERMITTED FOR CUSTOM MERCHANDISE. Customer Signature: Print Customer Name: � � E1C GUARDIAN° SERIES. . ., STAItfDBY"GENERITORS -` PREPACKAGED Air-Cooled Gas Engine Generator Sets INCLUDES: Standby Power Rating • True Power® Electrical Technology Model 005875-1 (AIurT•iir•lum - Gray) - 2()kW 601-Iz • Two Line LCD Tri-lingual - -Digital NexusY"- Controller • Electronic Governor • 200 Amp Service Rated Nexus Smart ; Switch?". with Digital load Management .Technology, NEMA'3R Rated - • External Main Circuit Breaker, System Status & Maintenance Interval > ' LED Indicators and GFCI Duplex Outlet MENERAc' Sound Attenuated Enclosure •= " • Flexible Fuel Line Connector • Composite Mounting Pad • Base Fascia • Natural Gas or LP Gas Operation1. No� `�No Qj f f��- • 3 Year Limited Warranty u Eo • UL 2200 Listed 9 FEATURES c� INNOVATIVE DESIGN 5C PHOWrYPE TESTING are key components of, o SOUd4-IATE_FREQUENCY COMPENSItI'ED VOLTAGG REGULATtoN. GENERAC'S success in"IMPROVING POWER BY OCSIGN." But it This slate-of-the•art power marQmizing regulation system Is standard on doesn't atop there. Total oommiunent to component testing,reliability, all Generec models, •11 provides optimized FAST RESPONSE to changing testing,w0onrrersal testing,destruction and life testing, plus testing loud conditions and MAXIMUM MOTOR STARTING CAPABILITY to applicable CSA,NEMA,EGSA,and other standards,allows you to by electronically 10(que-1matehing the surge loads to the engine. An choose GENERAC POWER SYSTEMS with the confidence,that those unequalled:0%voltage reguletion. systems will provide superior performance, . <) I-RUE POWER" ELECTRICAL TECHNOLOGY! Superior harmonics and p SINGLE SOURCE SERVICE RESPONSE from Gonerac's extensive dealer sine wave form produce less Ilan 5%Total Harmonic Distortion for utility network provides parts and service know-how for the entire unit,from the quailly power.11iis allows confident operation ofsensalve electronic equipment engine to the smallest eleatroni000rnponent. and micro-chip based appliances,suds as variable speed HVAC. U TEST GRIT ERIA: 0 GENERA TRIlNsr-m SWITCHES. Long life and reliability are PROTOTYPE TESTED NEM A IV OI-22 EVALUATION synonymous with GENERAL POWCR SYSTEMS, One reason lot this SYSTEM TORSIONAL TESTED ...;C TOR STARTING ABILITY confidenco Is that the GCNERAC product line Includes Its own transler systems and controls for total system compatibility. a.' GENER,Io1,C17" 50 /Mi Wdso:J� Z�U t Pj Geners0l Guardian® Series Standby Generator - 20 kw �>n �11'`.k"rn "w} a Transfer Switch Features i'•ltlt,;pa 11i7:iw�'Vll1�i�7i ?. • Oai No.of Poles 2 Current Rating(amps) 20000 -Includes Digital Load Management technology standard(OLM). Voltage RNttng(VAC) U1111ty Voltage Monitor(fixed) -Intelligently manages Iwo air cor0llloner loads wish no additional hardware, -Pick-up Bolt. -Dropout - '60% - Up to four more large(240V)loads can be managed when used in Return to utility approx.13 sec. Exorciser weekly for 12 Initiates Standard con)unctlon with DLM modules. UL Lktod ' Standard Enclosure Type NEMA SR - Electrically operated,mechanically-held contacts for fast,cioan vYOlsland Rating(Amps) 10,000 conneotlons. lug Ringo 400MOM-#4 --- — - Rated for all classes of load,100%equipment rated,both inductive and - resistive:- - - - - Dual coil dea(gn, W1 -Service Rated -NEMA 3R aluminum outdoor enc)ooure. • Main contacts are silver piatod or silver alloy to resisl welding and slickl1q. 200 Amps 120/240,1 e Y Open Transliton Sorvlco Rnnind H2 H1 Helltt Width Depth H1 H2 W1 W2. t Iltdtes 27,24 30.0 11,4 1 1,i,5 1 7.00 mm fi02.0 762.4 280.0 343.0 180.0 —DEPTH W2 Oes un axl odliGdionS sub><xi le O1ltige wieloul aoGCe.flm1Coons awwo ale epp mowte.oo*d your Gerwao ubr w cmriiod daMilrl'+. DO NOT usi tuEsc DWIDJSrONS FOR INSTALLATION PURKSCS. as>'. 1aat1 uu GENEk•T,i;I'-y j -. .._ta,l 1b2y. � talc Pam' Hoar ' 41NICIUH LEFT SIDE VIEW FRONT VIEW 5oo��aod Wdso�z� z�oz � �� • 1 12'-1 5/4" 6'-O" I7'-1 I/2" 6'-O" 12'-7 5/4" 5'-10 1/2" IY 3/4"1 RO 2'-54 1/2" RO 4'-0 I/2"4 I/2R0 2'-5" '-10 I/2' '-10 I/2" RO 2'-54 1/2"RO 4'-O 1/2"4 1/2p" 2'-5" 1'-1 /4" x 4'-0 1/2' x 4'-0 1/2" x 4'-0 1/2' 32'-4" x 3'-5 1/2" x 3'-5 1/2' x 3'-5 1/2" CH 14 P 4040 CH 14 ellq'-6" 12'-0" q'-6" 8° CH 135 P 4035 GH 135 r--- --- - --------------------- --------- ---------- ----------------------------- --------- --------------------- - - - --- I _- --------- --- -- - .- - _ _ .. _-- 3 q 1/2. L HALF FLU511 -- ---- 3 I " _--- - ----- - ------- ------_ - - ----_-------- ---- -- ------ - - LVL ALFLUSH --- -- - - - ------ -- - 73)gll2"LVL'BM(HALFF 5') � _ --� - -- _ +� .�� j -i - ------ ---- - --------� i 2 II l/5" LVL BM FLU5H "I _�� m ROOFED OVER �- „� 4' ; ' 2 II 7 8"LVL BM LUSH 1 vo - PORCH --- ----- - m I s% ® _ _ �0 / DOUBLE X15T 1 ry O- S I / J5T. -' (3) II l/8 LVL BM(FLU5H) l8" TJI 250 F.J. 0 16"O.G.(20 FEET) 1 s� A- 0. T 10-4 I /�` ' FHG 16065-4 '�\ 11 „ 1 1 iv o 1 O F F I CE �G m -' v i StiJ (2) 11 7/LY LVL BM (FLUSH) 3 1/2'0 STD. 3 1/2"O STD. r 1 I 1 m STEEL G -—- 18'-I I/4" -—- STEEL COL, cV 1IN ov I m --- ( ) II l/5" LVL BM(FLU5H) ----- - -- -------—_----— -- -- ---(3) II 7/S" LVL BM(FL ) - I ----- 1 -- _ _ I II 1 I — - - � ^ _ (3) I I l/&"LVL SM(FLU5H) 0—- cl� -� I I -' 1 . i /tom 6 ` 1 11 'i1 ii I = - i 1 I OO I I II 1/8" TJI 130 F.J. SrovE I \, I Y 0 16'O.G.(20 FEET) wc') �\ ----' " Lu I /+ OO 1 L ---i I x I I I 1 1 I\ ,! II 1 • � �,�z� II 7/8" TJI 230 F.J. . OF 1I S. SMOKE LIVING I6 O.G.(20 FEET) 02I 60 i FE ) QDETECTOR BREWAY KTGHE I I `7 7 v ------ 1 J it �--4 - ------------ 6-q 3/4 YQ 1 ------ I , 1 I _ > o;1- ;I I; -� DOUBLE J019T ^ 1, � , - I (2) 2"x V HDR 1 . b� t ,w,,o z I, WALK-IN b+ K 1 1 r I � 7 1 4'-2" I I r I REFRIG. -—_ ' _ ✓ 1 �0 \e ❑❑ �,� 1 I I l2)9 1/2"LVL HOP, 1 6'-1 5/4" I I'-I 3/4" I q -1 I 1 o ui d) -� �j I 1 N ,a `i X x �f ; I I WALK-IN v. • O I CV I I I m 5HO ER (3) 11 ----��/__------------_- - --� I - -- --- ----- 1 _ (3) 11 7/8" LVL BM(FLU5H) (4) I1 l/&"LVL BM(FLU5H) +6 ' ; ; I O ry f SMOKE 1P�__ ---- _ --------- - - ' �` qDETECTOR ----- - ----- -- _ -_ --- __ �RTN POWD CARBON , ` 1 (2) I I l/S" LVL BM(FLU5H) . 1 (2) 117/8" LYL BM(FLU5H) SMOKE 1—- ��`� -— -—- —I- \� ��„ ' N -7 MONOXIDE 7 ,� � DETECTOR \ �- b I r 1 1 0 I -( O I I'b"x b I - a a 8-O I l4 • � r � � �� _r t' • / , ( "x 8" HOP (21 II l/8"ILVL LUSH) � --� (2) II 7/8" LYL BM (FLU5H) �+ `,�' 2"x 4"PO � � W ----- �-- 1 I I I i CV "-•n - m I - i / ) LVL 1 v fJ I 1 I A DOU 1- TER , \ 1 :�. S t- w " I _—-- , --------- , �'4 I� FOYER (2 II,8 B (FL H) , , I --------- ( r�rf I N „ - (2) II l/8" LVL BM(FLU5H) I �� LAX RY �i 1 u, , 1__ 2) 11 7/8 LYL BM FLUSH) v�,L x1 1� ,17 ( I --------- ---- ----- -- - - - ----E� $---- - .o ---- cv as 9 m ,,, ---- ,,; - - ' w= - - I,3„ b �= II 7/8" TJI 30 F.J. " I I I in - x Q oN Q o= i l- y 1 I I , -- -- ---- ----- �o I'3"x 6,8 '' + �'� STORAGE 1 I I 1 my i s 5 _ , I I , NA v v I I _ I xna I o �� myJr 0 16 0. 12 F ET) I ; ; ; x APPROVED AS NOTED .O, O x xQ 1L'' cy 1C' I ( I I I- ' / r I �I I t cK a� - - �+ , -- - -- ---- ----- I `A- 6'-1'm . ;� r /�' III-III, 3'-2" Fr 7'-I 1/2" _ - _� :: -- --- --- ---- ----- I `r ) 2"x 8" HEA 8„ li II l/8" TJI 230 F.J. I I 1 1 TE +I B.P.# 3 6 77k 7 DOUBLE RAF ER J _— II 0 16" D.G. (12 FEET) -------- -- ------ --- �i i i E -Is ��C? - --r-- -T- - - o` r - " t -------- : j I F E: OUBLE RAFTER 4. I ; , / (4) 2 x 4 F05T _ (3) 2"x 4" P05T I ; ; _ N B Y i , , - - -------_ <. , I �r NOTIFY BUILDING DEPARTMENT AT C' Y ' I cn 765-1802 8 AM TO 4 PM FOR THE t,� d,,'� / RPORCH OOFED R - U ,, / I 1 = 2)l I/4"LVL HD . ,., ^ C -� TO INSPECTIONS: r I-o R H v t ' I , (3) 2"x 4"P05T ��- �_x —- (—_—_�-- MULL OW ' ' I O ►n a �o+ r - -- - - - w -_ / ,o MErA - _ _y N ELE�TCI_ 1. FOUNDATION-TWO REQUIRED sz. �� 'L •o o CARBON -c(ON N " HWH ---- -- --- �, ®(2)9 I/2_ VL B ( ON) / SMOKE (2) 11 7/8 LVL BM(FLUSH) a v I J INSPECTION �, I D FOR POURED CONCRETE -ry -- MONOOXIDE pETEGTOR --I - -- 2. ROUGH-FRAMING,PLUP�"E�I'G. I ST PLIKE5 -- -- ----------- --o ----- -- -- • 22'-q I/2" N5TALLLL A5 PER MANUR 2b"x b'8' 1 Ill /2" 3. INSULATION ELECTRICAL& CAULK CAULKING � m w 5PEC5. t 6LEARANGE5. HOL ON ILE - 4. FINAL-CONSTRUCTION &ELEC T R , AL -- -- ---------------- ---- -- -I o I METAI,DR. 7 PLUMBING MUST BE COMPLETE FGR C 0 5-O I/4 7-8 3/4 �+ 3/ U.' ON IS'METAL LOWERS I m ALL.RLU "SING WASTE ALL CONSTRUCTION SHAL, �^F_ET THE ONE WITHIN 12' OF 01 iv I O &WATER LINES NEED REQUIREMENTS OF THE !'.CC-ES OF ��cW m � I�^' �1 THE FLOOR ONE NITHIN m �I� m I o ten\ TESTING BEFORE COVERING YORK STATE NOT RESP h : SCR Mix v �� I 12'OF THE CEILING. I _ 1 - -- DESIGN OR CONSTRUCTION O cnrcURS. I\` Vx 10"ROOF RAFTS. -' 1 _ =1 0 16"O.G.(22 FEET) I I 11 2'-lo PLU;vIGER CERTIFICATION ON LEAD OARAOE I CONTENT �TNO GAR BEFORE __._50I.TYPE 'x'6YP7 _ ____.___ I CERTIFICATE OF OCCUPANCY �-y BOARD AT HALLS d I GL6.OF 6ARAODSTOR. - SOLDER USED IN WATER I I PROVIDE 3/4 HR.FIRE 11 1 RATED DOOR BETPEEN 1 Sil 'F'L1'SYSTEP A CAN1 rOT I I GARAGE/HABITABLE. I A E^;uEED 2110 OF 1%LEAD. I! 2'x 10"ROOF RAFT5. 2'x 10" ROOF RAFTS. 0 16" O.G. (IS FEET) �. 0 Ib" O.G.(IS FEET) I ,� 117/&" TJI 250 F.J. 1 i,u, - 155UED REVI5ED m mX 0 16"O.C.(20 FEET) �I m RETAIN STORM WATER RUNOFF o R (2) 11 7/8" LVL BM(FLU5H) - v\� o x� o PURSUANT TO CHAPTER 236 OF THE TOWN COD „ „ I r a Q ------- ------ —_--_ %,-- �1 E. i� �I�IY R BI � N�i 143/ 41 41 I N \°'�� --------- ----� a NI 3'-S 1/4" 2'-0 I/ " 3'-5" RO 4'-0 1/2" I'-l" 1'-10 1/2 RO 5'-4"x -II" = 2'-3 ill/2' 3 I/2"JY ----- Iq'-II" ------- 13 1/2 1 - 2'-0 1/2' x 2'-0 1/2" 3'-0" EXTE . D I :-� �' 1 DO NOT PROCEED WITH 1&0 SAILOR'S NEEDLE ROAD G 12 G 22 H/SIDE \ ' �ti/� I m 1 I, (2) 14" LVL HEADER I FRAMING UNTIL SURVEY MATTITUCK, NEW PORK 11c152 _—_—_—_—_—_—_—_—_—_—_ OF FOUNDATION LOCATION 1 HAS BE iJ APF ROVED. - ----------------------------------- - GUh, �`� � 01 , OC T-I1/4" q'-01/4" 4'-5 1/4" 3'-11 3/4" _1'-10 1/2' 6'-I" 2'-3 11/2" 20'-6" 2'-l0I/2" Lai o TITLE uj NEN BIOME GONSTRUGTION _ LISE IS UNL., PTV[ ULLLJ FHOUT 0 O UI �I,�.a�, RIGHARD SOY® - Architect F I �5T FLOOR FLAB J DESIGNERS - PLANNERS - RESIDENTIAL - GOMMERGIAL - EXISTING - PROP05ED ❑ - BEARING WALL ABOVE ___ - TO BE REMOVED I/4 =I -O II C'uP�'1= '� t�'.'I-'H ;�L.L C:DDES OF v 20 R HMOND AVENUE, NORTH MA55APEQUA, N.Y. II'158 ® - POINT LOAD ❑ - POINT LOAD FROM ABOVE NEW YOI;K STA—i E. & TOWN CODES = (5 6) 7q -5080 AS REQUIRED AND CONDITIONS OF CD SOUTHOLD TOV'dN ZSA c� O ' '�+ DRAWING *a - �,r SCALE: AS NOTED CD v 1 - SOUTHOLD TO!NN PLANNING BOARD SOUTyOLD Tom'"�'RliS1 EIS CD { DATE: IS FEB. II A==5- DFr, 5 OF q --- Q �P DRAHN BY: R.B. 5'-4 1/4" 3'-0 3/4" 13'-7" 3'-0 5/4" 5'-4 1/4" 311 7 3 " _ 5 3/4" 5" 511 5 3/4" /411 311 3'-5 5/4" 1'-II 1/2" RO 3'-0 1/2" RO 3'-0 1/2" RO 4'-0 112" 1 RO 4'-0 1/2' RO 4'-0 1/21, RO 3'-0 1/2"1 1 RO 3'-0 112" 2-1" 3'-2 1/4" 6"-0 1/2" TO Ist FLOOR x 4'-5 1/2" x 4'-5 1/2" s x 4'-5 1/2" x 4'-5 1/2" x 4'-5 1/2" x 4'-5 1/2" x 4'-5 1/2" TO h5t FLOOR GXW 145 GXW 145 P 4045 P 4045 P 4045 GXW 145 GXW 145 0 0 o � \ +D�.�\ F. U -- - (2) 2"x 8"HDR. (2) 2"x 8" HDR. 0�'�, \p`� y \ �� o+hs o� 2) 2 x 8 HDR. (2) 2 x 8 HDR. - -—- -—- +� 21'x 10" OF RAFTS. 8' is +U 211x 10" - Q n ---- - -- �' _ _ _ _ _ (3) 2"x4"PG�ST ` /,� -\ r 11 r I = m �/ (3) 2 x 4 PO5T ) 2 x PO , (2 1�I/4 LVL HDR. (2)7 1/4 LVL HDR. (2) 1 1/4 LdL.Va R, I 211 411 P T N r �/ . m S S (2) 211 05 !L -—- (2) 2"x 4" P05T (2} 2"x " POS ��` I �,1 "' ------- cV mzo N 1 ,5 5 2>� ID ROOF RAFTS. '� (2)2 x 4 P05T 1 ' 1 y /{/�\`//`/} 7 11 t"� �tl v ll.. T �� Y Ii' I �' ,f S ::Y^'r; 1 I '1 " V / wl� ` , \' � c SITTING _ �, -1 st�♦ / Iw, 1 I = I C 1 ?w / 11 o .� 0 \ 6, l >,I1 II 1 I I C \ � ` � 1� � '` I ►1 2 x 10 OOF RAFTS. o I 3' 3 /4" I ( r2 x 4 i rUJ I Q I -► 17 12G (2=�4-FTr 1 �o I C 1� ' - ®---la-5 _- . x 0 R .,, ,- � m 1 —— —— — J = 11 .� ------- �,� \ MA5TER �`• F- Il- I Q w 1 I -'I x I0 RR. 1 °� ♦i I I III ® 16"O.C. I i��-7/ I \ ® I 0 �I LJIDIt�01'I r Q� � 1� _' 1 / ry 10 n' o `tiO = " /, o �\ „I 2d'x 8 v_ 5) 2 x 4 P Sp --------------- ----==-------- --- - (5) 22 \4 P T Ill F Fxv ® I I -211 I E I I d --�-- - - Y—- - �n- \\ tV I I ^\� O I i ' I I �5 F= I o o cv I N Ion (4) I I 8 LVL BM (FLUSH) . \\ Q -z o - v SMOK en X< w I (DI �' II5M0 �, , �+ ••--..5G ` "m ' DETECT I ; ,�\ ' i (i 117/ LVL GE BM. a 1 = x 1 --- 5 I 9 I 250 G. la • / = 117/S" TJI 250y,.J. o/ ' I \\ I / O I (V m _ o - I I - I 1 1 m w I I �m -1 I ® Ib"O.G.(20 FEET)�X - r' - '�' o z IN d I ) it 1/£S L RI WALK-IN /\Yp[ 1-3 16 b �, �, 3 I/2 3- - Z � 7 O N �' f G I / - e I ' \ \ I k_�AS I a o p' I '. `� BAT I I I `�LOS' i� r� �g �616 ; Io / II I~r�, u, ' \ �t ' t�i I I / Will Ul J I 7'x� X i ; I : \\ �I / !'� ' �j/ O — , 1 3 l7 o VOL. dry, a _ Q i 1 I \ I 1 1 x - �" 1 N I X 1 aj -_------- (2) IS" LVL RIDGE-BEAM (LO a' \ r 2'x lo' X o N ' ✓ \'J b I'b" b'8' 3'-'1 I/2' — —- I6'oO ; _\ a I6"O.G.(2-22 FT) I I i�♦�. r I - ------ DETECTOR �� I (2)9 1/2'LVL 1RAT. ��" 1 t ) (2) " HDR:. �\ °� / I t �" pt\ u,� ' I OKE - I 8-5 I/4 \ Qj CARBON �, Q I 8 m , ETEGTO%- 1 - 0 2'x 8 ROO RAFT5. 1 '' MONOXIDE o o �. �L Q .� b ►- - I R . �ti �\ - m I �� / a , 1 I I / \ .+ 1 x 1 - ® ty+ �'� �/jj( c'/}�' 'S%o/�♦ f I I n` 2_tL8\`,yb ?/ 1 r-n �T T5-0 27b - } (� ( -J I II I _I !� LII I 11 v 1_ II , C I v[ y s 1"' STu1� �ETGroRm :,�„�$ �I -a _ II-o \ i Q I 10"HDR. _ ' �p �/? �61 ao ' _ CV m n I�\\\ y ( I �y 1= Ld Q 1/ r.Jl / G.J. / \ t '`'i, j g �I I �� \ S.> �' e .JQ`r / r0. I b ,� WAILK-IN� I Q I Ov X , lEi� .G.q4a I� `� \ ' �I 'p \ �� / {' 6 I /1 � / i,' I ^ °�'b / / Q 2' al ♦\!� Iw ------------`I --j---� ----- '%' T (4)2'x 4'�5r I/2° 5'-a 3/ " 3 I/2" -- x 10 RJR. r 2'x 10"R.R. 4) II 7/8" L L —"— `~ _ ,y ( 2"x 11 f 05T 2 II 1/8 LVL I I� 0 lb"O.C. ® 16" O.G. f/O BM. : 1'-4"Q/ 10' F RAFT5. 2 x 10 R. . 1 m I J\, > (4)21,x 4 P05TI ®I6 ( FT) 9 I6 L. ) / w �° 1 ® 1 , 'x 10' ROOF RAFT5.1 Ib" O.G. (2-14 FT)1 ®V211 O.G2�16 FT I b a � � m�a � I � v Q( - ry — 1 L I _ ;. 2 2 x "�IE�4D€R- ,\b Vh I o 1 , ��', °\1. 2' o I" u, \ L 1.— xs� f '\` \ /, - - - - -- - - -- ---- a� `` ®- '� -I I�Q—, 1 �1 / Iv ® I IlII o XQ LU m I �� - - - ,1 -' - OPEN TO 1 \ 1 m z X w _____--� I 10 ,ROOFRAFf5. / id ' n u / � of 1 I L < q 3.2 x 4"Pd5 - "�- 11,7 3 i r� //fie` = r-r' z� LLk T �m - - ----- --�= -- ---- -- -ASTER_ _ I __ ---- ----- I (2) 7 1/4" L HEADER (3)2"x 4" 1ST (3)2"x 4"P05T5 n /E3ATH ' °� XX _ -- ---- - -r -I - --- ----- T1 ------ / e� .�� IB'-0" G`p� 'I'-0" - - I = X tw u- _ _-------__ 1 "LVL P � I�li'18" VL HIP �- ----- --, i VV�� NN m I 1 i ' .� IYLIGI�TG I 1 9KYLIGTIGI ( 1 `n 2"x I RIJOF RA T5. I 2' 10'RCAF T5. - vll (E----S,ONL14J5��J ------- .- O ------- --- -- -- -� GOMiT_TO let FL_--- 3) I I �I6'0. . 2FT) �I -22FT) 1 I a I 1 I L J I I I 10" LL 5/5' 'GDX'PLYWD.ON 7" RO 2'-5" 2'-1 1/4" 1'-1011 RO 4'-0 1/21, I -6 5/4' 0 1'-5 1/ ' RO 3'-0 1/2" 0 1'-5 /2" 1 7'-9 3/4" i 2'x 10"ROOF RAFTERS ' x 2'-5 I/2" x 3'-0 I/2" x -5 I/2" x 3'-5 I/2" 3'-5 2" I o Ib"O.G.(TYPICAL) GW 125 G 23 GR 135 GXW 135 GR 13 I I I 11 I II 1 " 1 II I " �I II I II I II I 11 5-I I/4� i-6 3/4 7-5 I/4 4-5 I/4 4-10 15-I I/4 I �-7 I/2 8-7 2-7 I/2 2-b 3/4 1 54'-II" 1 I - I � AllI r---- / I / 0 1 OM STUD)` / -. . . ,.� I I K-IN TYP.EXTERIOR WALL- I/2" 'GDX'PLYWOOD ' ! I ON 2"x 4'STUDS® Ib O.G. W/ 5 1/2 (R-13) BATT IN5UL. r' 1- 1 I 1 111 --- -- 1 I ISSUED REVISED 1/2'GYPSUM BD.ON I I ON 111W TJI FL.J5T5. 10" OVERHANG 0 Ib BOA.CT W/ b' � ---------------------- O WITH CONTINUOUS �R-Iq) GATT INSUL. o SOFFIT VENT(TYP) `. WALK-IN -w - F E N N E`I' i�E 51 �E N�E < - Q 0- <) a -��—I 1&0 5AILOR'5 NEEDLE ROAD 3/4' PLYWD.SUBFL. S E C O N D FLOOR FLAN MATT I TUCK, NEW PORK I I q52 ON II 1/b'TJI FL.J5T5. tR 1A) BATT 5b, - EXI5TING - PROP05ED ® - BEARING WALL ABOVC =__ - TO BE REMOVED 1/411=11-011 ® - POINT LOAD ❑ - POINT LOAD FROM ABOVE o TITLE > APPROXIMATE GRADE NE N HOME G0 FISTRUG T 10N CELLAR 11- --VV I I " m ' RIGHARE� SOY® Architect g . . _ _ --------- ------� Q I f -j DEVONER5 - PLANNERS - RE51DENTIAL - COMMERCIAL 4 POURED CONCRETE p I I J J Q FLOOR SLABW/bXb I I -_____--__------- U 10'POURED CONCRETE 10/10 WWF ON b MIL r r FOUNDATION WALL ON VAPOR BARRIER. I 1 J __J 20b RICHMOND AVENUE, NORTH MA55APEOUA, N.Y. 11755 3ON 15'P.G.FOOTING I I r-- r ) 7q7-5080 WITH 2'x 4"KEYWAY. I. ' - ------ -- PROVIDE DAtIN6 --------J 1_ J J 3b"DEEP MIN. TYPJ ----------J I I I I 1 I ----------L--------- I s (2)05 BARS 0 3'FROM I I I I L_-__J �- r �s"':'+t.� DRAWING 10PdBOTiOM OF FN).WALL L-----J L-----J 0 ` ��1t j. SCALE: A5 NOTED (3)#5 BARS o 3'FROM o BOTTOM OF FOOTINGS. (/+��',�/ t'I�`VI AA �'' ' ',•' _, -' DATE: IS FEB. II A==4 �-4 rM, DRAWN BY: R.B. J ? 4 cb ' JOB#: 11-25 i_LIN.($a_Q Ep1'JLE N.D D T,��LS�FO TRAPIN� M 5A1 LORS NEEDL. ®�`� II'-9 3/4" 10" b'-O" IT'-T I/2" b'-O" 10" II'-q 3/4" 3'-10 I/2" HOOD FRAME 00N5TRUCrTI0N MANUAL - 2001 EDITION 0 LC)H HIND DE511GN I10 MPH REQUIREMENTS II 3/4" 'i'_2" b'-4 3/4" .101., 5'-2" 10'.. 5'-2" 10" a'-4 3/4" �I/ ,3 �T F L 41/2" �. il 2" Ro 2'-5" RO 4'-0 1/2° 2" &4.50' 55.00' L=43• D5 I ON GA�GUL= T I ®NS __ _ __ ____________ _ _______ _ __ ____________________ --- - -. x 2'-5" x 2'-5" ro - 01 f o o7 ----- �--- --fi " ..: 3 (2)2"x V BM(FLUSH) I Z6 J- (2)2 x 8 BM(FLUSH)-- ----J-o _ 01(2)2'x 8 BM(FLUSH)Lo _ -1-------- ---1 �' `o L_-- ----------------L R301.22.2.1 WEIGHTS OF MATERIALS I' N ' ' I�2"x 8"BM FLUSH 1 �' 12 2"x 8"TM FLUSH I d, ' 'a, I o I � ' �, I 2 2N S"BM FLUSH _ AVERAGE DEAD LOADS SHALL NOT EXCEED 15 F'SF FOR ROOFS/GEILIN6 ASSEMBLIES OR 10 PSF FOR - -- ___- --c -- -- ---------c- -- - ------------------ --- -- -- ------------ _ _ = K IMITI=D BY SECTION R3012 2 DEAD LOADS FOR N „ -- - ----_ - - ----- ' GO TRAM . R H DI ` ° A' I' 1 FLOOR ASSEMBLIES ELVEPT AS FURTHERL o I (2) 2 x 8 BM(FLUSH) I �+ cv 1(2)2"x 8 BM(FLUSH)I c r ry I I r m+ I (2) 2"x 8"BM(FLUSH) I 'i _' -- WALLS ABOVE GRAM= SHALL NOT EXCEED: - - ' S �' I I I I 1 � d- � �-�!� )--.J� �1 tn�N :O. ,L I. FIFTEEN PSF' FOR EXT'ERICaR LIGHT-FRAME WOOD WALL v - I cv N m O D-FORMED STEEL WALLS. ARE - i i) i' x IGHT-FRAME G L I I !__ -J L- -J L _ -J I 2. FOURTEEN P5F FOR EXTERIOR L I - < NEW LEECHING M0)POOLS-W/ E P t , F3. TE:N PSF FOR INTERIOR L16HT FRAME WOOD WALLS. -------1 -_ �r U ,I `' -- ---_------ (' t O �"' ': ., �I � i i �`+ p 50LIDGOv6t.(3)POOlSTOTAL. N. :r•� � �L •X5T HpIE -- -' -�- .n •n tin c r - - t 3'NIGH 10 FOOT RINffi.PROPOSED ( 4 1Q�{I + r 4. FIVE PSF FOR INTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS. F N ' �- , F I 5ANDJ6RAVELATPERH�TER EiF FOR b-INGH-THICK MASONRY WALLS. - \ `f' ,� �' '� / _. *.. r : AND BELOW DRAINAGE RING. I`p: 5. EIC-�HTY P p ,/ #� 't' 'P. t `r '�' 2' I 6. EIcSHTY-FIYE PSF FOR 6-iNGH-THICK CONCRETE WALLS. to \ -, iv I o -4' ; - 3'OF SAND ( (.!;: b •• \ 8 - /4 :: --- Q l6RvL.MOW BINS. ".� f W2`'. 5T -I GRAD OF CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL BE - I I ------- ----- EXGEPTION:RO / IrF- THE ----�- - - A PERMITTI=D PROVIDE:D THE WALL B4RAGINO AMOUNTS IN CHAPTER, 6 ARE - ----- `�� ,(� JL_] I LL SE T B INCREASE=E7 IN ACC.,ORI7ANJGE WITH TABLE K501.2.�.Z.1. I -T1 CV- /, 3/' QO x I \ x 2 k 10"'TREATED'LEDGER ' r /.�(7 / �f LOAcDS �, _ °i! \\ \ iv ® 1 10'POURED CONCRETE _ I I l/ PSi g. .05MINIMUM UNIFORM DISTRIBUTED DESIGN II a \ } W/1/2 0 GALVANZED , , _ �6(, FOUNDATION WALL ON I I(TABLE R501.5) IN POUINDS PER SWARE FOOT ►n I `` xSTEERED.(TY" LJ , / /// 30'k I`°PSG F�O�O�TING I Ia561wF 6W, 6PAID TY I i -4- s. -- -- -- . -- - _- -- - i4 �.d PROVIDE DA ROOF�i v II O I `� 36" DEEP MIN.(TYP)ATTICS WITH LIMITED' STORAGE O''H 20 PSFI . (2) 5 BARS iF 3'FROM 1TON BOTTOM OF FI KkATTICS WITHOUT STORAGES 10 PSF I 1 �r;Jj \ �` ------------ ------ -- I I TIC TO. � I1 \ (BOTTOM OF FOOTINGS. :;� I � �, L SEPTI�RLYEE 40 PSF ; ' Q / r I I , x x REMOVEDDECKS Ib" I �� -�_� I�'-5 3/4" b'-O" ' ' 15'-l3/4" II'-5 3/4" 3'-10 I/2" ICE°EXTERIOR BALCONIES 60 PSF I ) r7/-b ; v i -61 40 P5F ( IFIRST ESCAPES m�- -�`' fi 1 I 1 � GRAWLSPAGEGUARDRAILS AND IJ:4NDRAILS 200 P51 I I r 4 x Vx 1/4"PLATE ON •�cJ0 PS1 - ( I - 4"4)STANDARD 5TL. _GUARDRAILS IN-FILL COMPONENTS ` I 4"POURED CONCRETE _ -A p` n PLATE ON 42 x 42 x 21 I = I IIFL.SLAB ON b MIL m I r I I �� ? ?? `COLUMN ON b'x b x 1/4 I t /r 1 zpA55t=NGER VEHICLE: GARAGES50 PSF I I I I 1 I VAPOR BARRIER(TYP) J rJ o Gl n N 2 '�'i0"HIGH MIN.CRADL - I IROOMS OTHER THAN SLEEPING ROOMS40 PSF I i n POURED GONG.FOOTING. -1 I 12"HIGH MIN 0 INS. I I I ? � 111/S" TJI 360 F.J. I I I u. I I 1 " 2I'-4 3 4'2 J SLEEPING ROOMS SO PSF 1 111/a TJI 250 F.J. - I - I _ 11 1/8 TJI Moo F.J. . - LINE OP1 a 16" O.G.(20 FEET) m w I ` 0 1 J ® I6"O.G.(20 FEET cv " � m® Ib O.G.(20 FEET) NEW LEECHING POOLS-W/STAIRS 40 PSF I I -- - , I I I " 4'H6H•IO FOOT RWA.PROPOSED R iv h Id NN3-51/4 I Al�t � \ SOLID C,OVfR.(�)Fb01.5 TOTAL.//'' NEW LEECHI POOLS-W/l=/ LLAR N ( I I " - - I 5PND 16RAVEL AT PERIN O �^- ". `v � ��_ �: 50LID aOVFi2 POOLS TOTAL. Ib'x$ GONG.BLOCK I FOR 51: I POUND PEZ;iQIJARE FOOT�0.04-ifq KN/M?15Q INGH'645 MM?I POUND�4.45 N. 1 o I - I IPIER ON 36 x 36k 18 r- , I �.. AND BELOWDRAINAI�E WNG. - _` 10'DIA 4'H6H IO FGi7T R PROfi��r 4"POURED CONCRETE "' POURED GONG.FOOTING. I I 3'CF SAND/6RVL.BaOW RING• �� ( 'I : { I5� FLOOR SLAB W/bXb p anI : EX5T6 GRADE EL.s9A0 _ ,,, 5Awtf�tAvEL TTfRIr�TERA. ELEVATED GARAGE IFLOOR5 SHALL BE C/APABL.E OF SUPPORTING A 2p00-POUND LOAD I 1 o t- :APPLIED OVER A 20-SQUARE-INGH AREA. I I 10/10 YJWF ON b MIL (TYP.m INTER.CALUNMS) 1I AND BMt - I m 3'OF 5AN7 SRVI. !AHRING. B. APPLIES TO ATTIC SPADES MEETING TIHE REC2UIRI=MENT5 IN SECTION "o2.4.1 FOR ;j I I I VAPOR BARRIER. I I 1 x I I I 23.00IT10N 12802.10"1 FOR TRU55M.ATTICS WITHOUT = - ---" �^ I �r L-- 1 -- cI I , �/,G CONVENTIONAL CEILING JOISTS AND 5EG �r 2_ .- I ,ti I i / ; , '' �STORAGE ARE TH05E'WHERE THE MAXIMJMI CLEAR HEIGHT BETWEEN JOISTS AND RAFTER 15 � - ul�r�1.1(51{�DBUJ�� _ ,aLE55 THAN 42 INGFESi,OR WHERE TFERE AIRE NOT TWO CAR MORE ADJACENT TRU55ES WITH �y IO" m I II , , '1 '� THE SAME WEB GONFI6URATION GAPABLEE OF CONTAINING A RECTANGLE 42 INGH HIGH _� 10 •.':.. 12-5 I/4 u� 17'_q" I I IS'-4 I/2" L 2-11/1" I I 1 l d -BY 2 FEET WIDE,OR 6P.EATE3R,LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS "� Q / UryWITI IOU1'STORAGE,Tl JIS LIVE LOAD NEED NOT BE ASSUMED TO AGT CONCURRENTLY WITH 1 I r---- 1 m --J I ' �; �r{`• (0 '`I II 116' TJI 250 F.J. 2'IO" r 1 Lam' �., / D TsANY QC. INDIVIDUAL STAIR TF:EA65 SHALL BE DE316NED FOR THE UNIFORMLY DISTRIBUTED LIVE 1 ® 1V OG (20 FEET)LOAD OR A 500-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF A 4 SQUARE (INCHES, WHIGHE\/ER PROCILJCES THE GREATER STRESSES `1 in N I 4'x Vx 1/4"PLATE ON I I I I I ./ a5.04D.A SIN5LE CONCENTRATED LOAD APPLIED I N AND DIRECTION AT ANY POINT ALONG THE TOP. m �o x I I 4"�STANDARD 5TL. L--'--J (2) II1/8" LVL BM. (FLUSH) II1IJE. 5EE SECTION P-1502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS I GOLIJMN ON b'k b x I/4 ( - _p -_-_-_-_-E}PLATE ON 36'x 36`x IS" `� I ----- /F.GUARD IN-FILL COMPONENTS(ALL TF05E EXCEPT THE HANDRAIL),BALUSTERS AND PANEL _ I I I I q b I /1'L 1 I/2"FILLERS SHALL BE D'ESI6NED TO WITHSTAND A HORIZONTAL APPLIED NORMAL LOAD OF = �`+ I + POURED GONG.FOOTING. `" ' 14'-5" I 131-0 1/2" - � � `�' � � I �I50 POUNDS ON AN AREA EQUAL TO I SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED TO I _ ,� m �- I 1 I I I m II `NACT CONCURRENTLY WITH WITH A.NY OTHER LIVE LOAD REQUIREMENT. ; L ---- ----- -- r --- -__J L -----_-- -_ o6.APPLIM TO ATTIC SPACEES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE " I / STEP FTC. UP 30° MAX. ! ' i 'I i1B. 5EE SECTION R802.4.2 FOR CONVENTIONAL GEILIN6JOISTS AND SECTION in i o tz ry (2) II 7/b" LVL BM. (FLUSH) I I I I II NOTE: EROSION CONTROL WILL BE PROVIDED BY HAYBALE5 ANDSILT SCREENING Rao2.lOb FOR TIZU:>SES. FOR ATTICS WITH LIMITED STOF:AGE AND C.ONSTRUGTED WITH I ::, ;, I= I _ _ _-_-_-_ _ i. ax a 4b"x 24"AGGE55 ':; r' t a 1 ' II �1 '� AROUND THE AREA OF GONSTRUGTIPJN. STORM WATER TO BE MAINTAINED ON SITE. TRUSSES, TH15 LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE BOTTOMI-\ \ T - ' .• I CHORD OF NOT LC-55 THAN TWO ADJAGETUT TRUSSES WITH THE SAME WEB CONFIGURATION I Ln�CONTAINING A RE:GTANGLE 42 INGHC-5 H16H OR GREATER BY 2 FEET WIDE U--------- --- ' L_-_- / `�' ~ ' I V `�----` ,� o --- - --------OR GREATER, LOCATED WITHIN THE PLANE OF THE TRUSS. THE RECTANGLE SHALL Y•. ----------- /j\ -� -' ��O 11 '' O �`1-- 1 1 -� - oFIT BETv�N THE TOP OF THE BOTTOM C:!HORD AND THE BOTTOM OF ANY OTHER TRU55 p ! ___ _----- --_--- _ � > � � � � � /1 ,, I ZONE: RESIDENTIAL R I-7 MEMBER, PROVIDED THAT EACH �OF THE FOLLOWING CRITERIA 15 MET: II 1/S TJI 230 F.J. EN „ ,;.: v __ _ _ __ __________ F16 O.G. (16 FEET) LOT AREA. I 02.54 5F 1. THE ATTIC AREA la ACCESSIBLE BY A IPULL-DOWN STAIRWAY OR FRAMES OPENING IN '� ' ` - T 'I I I r ONE 5 ORY AREA 2qWITH �E=GTION 80-7.1; ANt� 1q _b - l r- O O I �+ „ I2. THE TRUSS SHALL HAVE A BC7�TTOM CHORD PITCH LESS THAN 2:12. �" �' -- --- - ----- --- ,= p I I I6 x b SCREENED STWO STORY AREA LOT COVERAGE ALLOWABLE: 2 80.51 5F 20.00ATTIC PACC-5 5ERVE:D BY A FIXED STAIie SHALL BE DESIGNED TO SUPPORT THE MINIMUM I ,; � 3)2 05 - -- -- _ _ ---J I r m FOUNDATION VENT. I - H 5 - --- - = =--- �+ - i I I -6° T! i I I I 'I GARAGE AREA LOT COVERAGE EXI5TING: 1011,68 5F 14.01 go(2) 2"x 6BM. r. i I ts:r 1 tl I m LOTCOVER.PROPOSED-BLDG.: 2,251.51 5F 17.&5 9b BELOW PL M. p+ r; a• 1:. DOUBLE JOIST 1 .ti " : I i I ® ROOFED-OVER PORCH LOT COVER IPU05ED-RO.PORCHEI x 6 DECKJ5T5. 34q.59 5F 2.71NINDOIN F-FZE55 5GHEDUJLE (ALL SLEEPING ROOMS) , I6°oc 4 FT. I i 1 LOT COVER.PROPOSED-ALL: --- 2,631.10 SF 20.3q goFL00 RMQOWIRED CLEAR OPENING s'.� , ? ,.� �, � 1 • - -� A F--- � ,. �, ,� I L-_ ��_ I FRONT YD.5ETBAGK EX5TG.: 21.25 FEET AS /4 5EE ONO MEAL 15_OF E " -�- -12 m POUR D GONG. .• 'c I / 1 L_�i_____ _ ! FRONT YD.PROPOSED BLDG.. 2q.15 FEET 35.00 FOOT MrNIMUM FIRST 5.0 lSCR FT MINIMUMPIER.36" EEP MIN. 1 � I / \ I _- ' FRONT YO.PROF05ED-RO PORCH: 43.58 FEET I5:7 5Q FT MINIMUM\ s ` ` -- 1 L- -� �/_ 1 SIDE YD. SETBACK EXSTG.: 20.1g FEET , - - �1 ' I . SIDE YD.SETSK. PROPOSED: 11.55 FEET 10.00 FOOT MINIMUM I. PROVIDED 15 ATLEAST(1) WINDOW (OR DOOR) IN EACH HABITAL SPACE � 51DE YO.PROP05ED-RO PORCH: 10.00 FEET 10.00 FOOT MINIMUM FOR EMERGENCY ESCAPE IN CONFORMANCE WITH N.Y.S. CODE SECTION R310MIN OPENING OF' 5.'1 50 FT 5.0 50 FT AT GRADE LEVEL WHEN GRADE TO SILL ` ( �l_ __ ___L____-_L_____ L__ ___ ____ _ II1 51DE YO. SETBACK EX5TG.: 24.g6 FEET IS LE55 THAN .¢4" OR LE55) W/MINIIMUM NET HEIGHT 24" AND MINIMUM NET s_0. ,. I , 21-8 I/2 i SIDE YD.SETBK. PROPOSED: 1�.42 FEET 15.00 FOOT MINIMUM WIDTH OF 20 (OPERATION W/0 NEED FOR TOOLS) BOTTOM OF OPENING m 4'-2 I/2" m rnip I44" MAXIMUM A.F.F.2. ALL WINDOWS MUSTBE ANDERSEN "LOW E" OR APPROVED EC�UAL 3� z'-1 I/4" q'-10 l/2" SIDE YD.AGGREGATE EXSTG.: 45.15 FEET ALLOHABLE DE.FLEGTION OIF STRUCTURAL MEMBERS I 2' o' SIDE YD.AGGREGATE PROPOSED: 2q.42 FEET 25.00 FOOT MINIMUM (TABLE R301 f) 5'-1 1/4" q'-O I/4" 4'-5 1/4" 5'-1 1/4" q'-I I/2" 1 UNEXGAVATEP,4"POURED GONGRETE 14'-2 3/4" 1 FLOOR SLAB W!bXbREAR YO.SETBACK EX5TG.: 40.13 FEET STRUCTURAL MEMBER ALLOWABLE DEFLECTION I IOA0 W.W.F/ON 4" REAR YO.PROPOSED-BLDG.: 45.11 FEET 55.00 FOOT MIN. / 15.00 FOOT MIN. WATERFRONT GRAVEL BASE.SLOPE F I REAR YD.PROPOSED-RO PORCH; 44.55 FEET 35.00 FOOT MIN. / 15.00 FOOT MIN. WATERFRONT RAFTERS HAVING SLOf'E5 GREATER THANI 5/12 L/160 iv ;: I 3'TO O.H:GARAGE DR. N I IWITH NO FINISHED GEILIN6 ATTACHED TO FRAFTEII 'ti I PROVIDE EXPANSION JOINY(1/2")a PERIM. BUILDING HEIGHT EX5TG.: 20.67 FEET ANY INTRODUCED FILLBUILDING HEIGHT PROP05ED: 2q.42 FEET 35.00 FOOT MAXIMUM INTERIOR WALLS AND PARTITIONS H/160 `� I 0 BE GOMPAGTEPTOi000p/'IN 4-b"LIFTSSITE PLAN I" = 20'-0"FLOORS AND PLASTERED CEILINGS V360lip" / la'-10" T51TE PLAN BY RICHARD BOYD, RA DATEED:17 APRIL 2011ALL OTHER 5TRtJGTUtRPd. MEMBERS L/2402'l206 N. RIGHMOND AVE., MA55APEQUA, NY' 11758 (516) 7g7-5080 EXTERIOR WALLS WITH PLATER OR STUGGiO FINISHSITEE INFORMATION OBTAINED FROM SU�RVEEY PREPARED BY • ISLAND WIDE LAND SURVEYOR5 - LAND SURVEYORS - 20 SEPT. 2010 EXTERIOR WALLS-WIND' LOADS WITH BRITTLE FINISHES V240 I ;` - FOUNDATION PL ANEXTERIOR WALLS-WIND' LOADSA WITH FLErCIBLE FINISHES VI20 NOTE: L - SPAN LENGTH, H = SPAN HEIGHT -- - EXISTING 0 - FROP05ED (I 1/4"tI'-0BEDDING DETAIL A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0:7 TIMES THE COMPONENT AND --- - TOBEREMOVED [] - POINT LOAD FROM ABOVE - ----------------------CLADDING LOAD FOR TIE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. ---B. FOR CANTILEVER MEMBERS),L SHALL BE T/AKESJ AS TWICE THE LENGTH OF TFE CANTILEVER I -- ------- -- FlowG. FOR ALUMINUM STRUCTURAL MEMSER5 OR PANELS USED IN ROOFS OR WALLS OF SUNROOMS ADDITION5 OR PATIO COVERS, NOT SUPPORTING EDGE OF 6LAS5 OR SANDWICH L_ DROP T/O FND.TO V BELOW T/0 SLAB PANELS,THE TOTAL LOAD DEFLECTION 5 TALL NOT EXCEED V60.FOR SANDWICH PANELS ----------- ---- ------ �� \ ISSUED REVISED U5® IN ROOF5 OR WALLS OF SUNROOM A'NDDITION5 OR PATIO COVERS,THE TOTAL LOAD / / 4" Vertical DEFLECTION 5FiALL?JOT EXCEED L/120. Face��OTES� NOT TO SCALE O R DES1GIr 20'-b"�,51=1- ALT ROOD 9HINd=-LE NoTEs P NN Y i' I 1�lANCHORING DETAIL I. Wood Framed Floors, walls and cell" shall have an approved I. Asphalt roof shingles shall have sell'-sealing strips or shall be NOTTO SCALE t tt 160 SAILOR'S NEEDLE ROAD Vaporbarrier (perrn,9ance rating of 1.0 peerm) installed on the interlocking and shall comply with the requirements of ASTM D-225 LEACHING SECTION-LEACHING "� ' » MATTITUGK, NEW YORK IIg52 warm In winter"side of thermal insulation. or D-34b22. Windows and sliding doors shall have a max.air infiltration 2. All fasteners for asphalt roof shingles shall be galvanized steel, POOL E S BE CONSTRUCTEDrats of 0.3 GFM ,r uare foot of wtn(dow area. Swi In OF PRECAST REINFORCEDn9 pe aq ng 9 stainless,aluminum,or copper rooFi� nails. Fasteners shall be minimum CONCRETE LEACHINGAncjln First Stake Towarddoors shall have a max.air Infiltration ratte of 0.5 GFM per 12 gage shanked with a minimum 3/5 dlo.head,and of sufficient length square foot of door area. to penetrate through the roofing materials and the sheathing. STRUCTURE, SOLID DOMES Previously Laid Bale , =3. All fireplaces hall bye provided with a dannper for outside combustion 3. Asphalt roof shingles shall have the minimum number of fasteners as AND/OR SLABS. 1 ` rt � TITLE air 150-200 GFM. All flues shall have tlglht seated damper with required by the manufacturer. . � I^Ia max.air leakage of 20 GFM. All fireplaces shall have tight- 4. For normal applications,asphalt roof shingles shall be secured to the roof FINISHED GRADE Flow x _ NEY V HOME CGOI VSTRUGTIOI�lfitting non-combustible doors. with no less than Four (4) Fasteners per strip shingle or two (2) fasteners �� I t , A OE I��, �� '� 44. The Contractor shall submit the design,size and type of mechanical per individual shingle. I�jf systems which will be used,in sufficient deltatl,as required by 5. Asphalt strip shingles shall have a minimum of six(6) fasteners per shingle 8'° REINFORCED TRAFFIC �i --ALLOW 1' MIN. FORthe Building Department. where the eave is 20 feet or higher above grade or where the base wind STORM DRAINAGE: CALCULATIONS: 2.0 INGH RAINFALL BEARING SLAB z FINAL ADJUSTMENT "5. All thermostats shall be adjustable from 55 degrees to a5 degrees speed is 120 mph or greater. _ RI� AR_-. - --- FRONT AREA AND ROOF: INLET 4" MIN. DIA. APPROVED �•-� v /� IA6. AId�iand pipes shall be insulated as rrequired by code. �j�h��}��( GONSTRUGTION i�IOTEs PIPE - PITCHED 1/8" PER 1'-0 D ® ® ® ® ® ® ® D o 1� -_ _ L/ �O I - Ar Cif IItect. AREA (5F) x RUNOFF COEFF. = EQUIV. DRAINAGE AREA 0 In In ® ® ® ® ® 0 V)'1. I NAG Contractor atwall verify heat loss ccalculattons. E-r i110 ® ® ® ® ® ® ® 0 w HOUSE ROOF AREA: 2,631 S.F. x I.O = 2,631 S.F. - wII-II DESIGNERS - PLANNERS - RESIDENTIAL - GOMMERGIAL I. All concrete work shall conform to requirements and recommendations of BACKFILL WITH CLEAN 0 ® M ® ® EM ® ® 0" DRIVEWAY /WALKWAYS: 1,026 5.F. x I.O = 1,026 5.F. "AGI-301-gb "specifications for Structural Concrete for Bulldt s GRANULAR MATERIAL V-0" 1=1 0 ® ® ® M ® M 0 a 1=III. S�.PET`I' C9IL ASS RMG2UIRom?'- Nr= Reinforcing steel SHALL CONFORM TO A5TM A-615 GRADE 66 PATIO: 53a S.F. x 1.0 = 5 A 5.F. ALL AROUND BASIN FOR FULL DEPTH -III , „ III206 GHMOND AVENUE, NORTH MA55APEOUA, N.Y. 11-15a LANDSCAPING/GRAVEL: NA S.F. x 0.33 = NA S.F. 1=11 3 -0 MIN. 10 -0 OUTSIDE M II�II- 1. BALES SHALL BE PLA.ED AT THE TOE OF A SLOPE OR ON 7fIE CONTOURSAFETY 6LA5S RECAI'JIRED AT THE FOLLA'WING LOCATIONS: 2• All steel work shall conform to the re uirements of the AMC ' eciflcations for p : " III- AND IN A ROW WITH ENDS TIGHTLY ABUTTwG THE ADJACENT BALES. H- (51 ) 7 7-5050 q TOTAL: 4,lge> 5.F. 1 COLLAR DIAMETER �'- oDesign,Fabrication and Erection of StructuralSteel for Buildings .Steel shalt conform ME z 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES CD Any glazing In any door type to ASTM A-5-I2(6RADE 50) and A-501 EQUIV.DRAINAGE AREA x DESIGN RAINFALL = DESIGN VOL.(GU.FT) 6" MINIMUM PENETRATION - �2• Glaz in walls enclos a shower, tuob sauna or steam room." O A.ND PLACED SO THE BINDINGS ARE HORIZONTAL. fY3. All electrical work shall conform to local NEG and Underwriters Laborator re uirements. 4,196 x .161 = 700.15 CU. FT. 2" RAINFALL INTO A VIRGIN STRATA OF - , DRAWINGAny windows within 2+4 of a door. y q SAND AND GRAVEL > SOIL BEARING ADEQUATE WITHOUT FOOTING RINGS > o ` °�'4, Any indtidual pane of glass with an area greater than CLO sq. ft. 4. Pre-fabricated Fireplaces and flues shall be UL approved. VOLUMN OF 5TORAGE REQUIRED: 100.13 3. BALES SHALL RI SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES SCALE: AS NOTED where the bottom is less than 0" above tthe adjacent finish floorSTORAGE CAPACITY/V.F,OF 10' DIAMETER RING: 68.42 CR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACHwithin 36"of the window. 5. Install smoke detectors and carbon monoxide detectors Rn accordance with all 4000 PSI CONCRETE TOL SHALTHBEE DRIV TO EN RTHRD IIlE PRE IO HALL USLY AII.DDRVEN BALE AF!.UNI{ANGLE45. Glazing in walls of aFxas,hot tubs or indoor pools within 5'-0" state and local code requirements. VERTICAL FEET REQUIRED: 10.24 LEACHING RINGRCE DATE: 18 FEB. II / \ LL of the water ' b. Tine owner shall arrange for supervision of the construction work to insure VERTICAL FEET PROPOSED: (2) 10' DIA. POOL a 4' DEEP BACKFILL MATERIAL SHALL BE wiTH THE BALE. "6• Glazing to stairways and landings within 5'-0"horizontally of a compliance with the contract documents. (1) 10' DIA. POOL 0 3' DEEP CLEAN SAND AND GRAVEL 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE ,' 2 OF q rM.ADE PROMPTLY AS NEEDED. �� DRAWN BY: R.B. walking surFace. a' • 011,�r REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF TYPICAL LEACHING POOL SECTION-SINGLE POOL SYSTEM _ 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS 0 �' -•��'f,A� `' THE GLASS IS MORE THAN 60"ABOVE TI-E FLOOR. SCALE: NOT TO SCALE SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. Q w w. BU I LD I NS DEPARTMENT NOTES '' N gy ] DR D (! D SEISMIC DESIGN SUB.IEEOT TO DAMAGE FROM INTER DE51 ICE SHIELD UIDERLAYMEJT' FLOOD HAZARDS AIR FREEZING INDEX - lu- TDD SNOW DATA WIND DATA TEMP, �IREp l 1 GAT. 0 V ''��' � E 1 _4 "I I E Npae. Ole 0 � - �\.�� 0=1_L24 ma _d PNo"1141" cl_�_,_ , , E ORD"SNOW LOAD 20 110 MPH G WF-ATHE RING-SEVERE II TyJrr*LK WITHIN 2601 OP CAVC'S NMC RIVBirt rAp.010 .,C..._ ql_r_` W V(3D77 TERRAIN EXPOSURE B FROST D W DEPTH-M" Z M, SNOW EXPOSURE B WIND BORNE DEBRIS AREA TERMITE-MOD TO HEAVY 0 n AT_'�:�:'�_HTUCT"T � - WAY.4L.18Hr TO MOD �.�. �-"� 1.0 PARTIALLY P D �- I I I I I I I 0 �n. ::F-- CONSTRUCTION NOTE-5 THIS PROJECT CONFORMS TO THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK ROOF SEE DETAIL 51EET5 FOR NAILING 5GEDULJa AND STRAPPING DETAILS CONFORMS TO THE 2010 RESIDENTIAL GORE OF THE STATE OF NEW YORK .) W GENERAL FINISHES STAIRWAY ILLUMINATION PER R303b (�� THE CONTRACTOR SHALL COMPLY WIITH ALL CONSTRUCTION DOCUMENTS,CONTRACTOR SHALL BE PROPERLY CERTIFIED AND LICENSED FOR ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS,INGLUDING THE LANDINGS AND D_/ C/ THI5 PROJECT. A5 SELECTED BY OWNER TREADS. INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFIC CLOTHES DRYERS EXHAUST SHALL COMPLY WITH SECTION 9MI501 IAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH �_ � DO NOT SCALE DRAWING.FOLLOW IDIMEN5ION5 A5 SHOWN ON DRAWINGS. INSULATION LANDING OF THE STAIRWAY.FOR INTERIOR STAIRS THE ARTIFICIAL LIGHT SOURCES SHALL BE CAPABLE OF ILLUMINATING TREADS AND SCOPE OF TFIIS WORK15 INDICATED ON THE DRAWINGS AND THESE NOTES. LANDING TO LEVELS NOT LE55 THAN I FOOT-CANDLES(11 LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS.EXTERIOR STAIRWAYS DRYER EXHAUST SY5TEM5 SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS,SHALL CONVEY THE MOISTURE TO THE OUTDOORS AND SHALL l n GONTRAGTOF.SHALL OBTAIN AND PAY ALL FEES,PERMITS,DEPOSITS FOR UTILITIES REQUIRED FOR THE PROJECT EXCEPT FOR THE BUILDING SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. PROVIDE FIBEROLA55 INSULATION PLUS VAPOR BARRIER IN WALLS,CEILINGS,FLOORS AND WHERE NOTED ON DRAWING5, INCLUDING GEILIN6 TERMINATE ON THE OUTSIDE OF THE BUILDING.EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE DRYER MANUFACTURERS ' LuBETWEEN GARAGE AND HOUSE. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER USE EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT INSTALLATION INSTRUCTIONS.SCREENS SHALL NOT BE CONNECTED AT THE DUCT TERMINATION.EXHAUST DUCT5 SHALL BE EQUIPPED WITH A � PERMIT. SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING OF THE STAIRWAY. BAGKDRAFT DAMPER.FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE O WORK SHALL CONFORM TO ALL RULES AND REGULATIONS OF APPROPRIATE AGENCIES HAVING JURISDICTION CONTRACTOR:SHALL REMOVE ALL C-ONSTRUGTION DEBRIS FROM THE JOB SITE AND LEAVE THE FACILITY IN THE WALL OR ROOFF E A BROOM GLEAN CONDITION.ALL EXCEPTIONS: LENGTHS NOT TOF TERMINATION.IN FEET IN LENGTH.MAX LENGTH OF A CLOTHES DRYER SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO 6LAS5 SHALT. BE THOROUGHLY GLEANED AT THE COMPLETION OF CONSTRUCTION.ANY PAINT 5PE05 AND OR CON5TRU(,TiON MARKS SHALL BE DOOR5 AND WINDOYJ5 I.AN ARTIFICIAL LIGHT SOURCE 15 NOT REQUIRED AT THE TOP AND BOTTOM LANDING,PROVIDED AN0 REMOVED FROM ALL FINISHED SURFACES DOORS AND WINDOWS SHALL BE COMPLETE AND SHALL INCLUDE FRAMES,TRIMS,EXTEN51014 JAM65,SILLS,5TOOL5,CASINGS,SCREENS, ARTIFICIAL LIGHT SOURCE 15 LOCATED DIRECTLY OVER EACH STAIRWAY SECTION. z 02. THI5 BUILDNWG 15 LOCATED IN A 1101�^�1PH WIND ZONE AND 15 DESIGNED IN AGGOROANGE WITH THE 2010 RESIDENTIAL CODE OF NEW YORK HARDWARE,ETC WITH SECTION RPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL POWER IN AGC.URDANGE WITH SECTION RE33015. ��t'bTESs z � STATE AND THE WOOD FRAME CON57RZTION MANUEL-WFCM 2001 EDITION WINDOWS AND EXTERIOR DOORS SHALL BE ADEQUATELY FLASHED AT HEADS AND PROPERLY CAULKED AND WEATHER5TRIPPED. ALL SITE WORK: CLEAR AND GRUB CON5'TRUGTION AREA OF ALL ORGANIC MATERIAL AND FILL WITH GLEAN SAND TO ELEVATION OF BOTTOM OF GLAZING SHALL BE LOW-E,DOUBLE-PANED.ALL WINDOWS TO BE ANDERSON OR EQUAL LIGHT ACTIVATION PER 303b.1 ENERGY�� THE CONTROL FOR ACTIVATION OF THE REQUIRED INTERIOR STAIRWAY LIGHTING SHALL BE ACCESSIBLE AT THE TOP AND BOTTOM OF EACH I.WOOD FRAMED FLOORS,WALLS AND CEILINGS SHALL HAVE AN APPROVED VAPOR BARRIER(PERNIEANGE RATING OF IA PERM)INSTALLED I I I 5LA8.5URFAGE MATERIAL MAY BE U15ED FOR FILL OF LANDSCAPED AREAS OF THE SITE.FILL BROUGHT TO TH15 51TE SHALL BE NON 5TAIRWAY WITHOUT TRAVERSING ANY STEPS.THE ILLUMINATION OF EXTERIOR STAIRWAYS SHALL BE CONTROLLED FROM IN51DE THE DNELLING ON THE 'WARM IN WINTER"51DE OF THERMAL INSULATION. 1-�-�I Q CONTAMINATED SOIL. ONLY IN WIND BORNE DEBRIS AREA-SEE CHART ABOVE: UNIT 2.WINOOW5 AND SLIDING DOORS SHALL HAVE A MAX.AIR INFILTRATION RATING OF 03 GFM PER 5QUARE FOOT OF WINDOW AREA. 5WINOM FURNI5H AMC)PLACE IN THE STORAGE ROOM,PAINTED WOOD STRUCTURAL PANELS,1/I6 MIN DOORS SHALL HAVE A MAX.AIR INFILTRATION RATE OF 03 GFM PER SQUARE FOOT OF DOOR AREA. - GONGRETE� EXCEPTIONS: THICKNESS WITH A MAXIMUM SPAN OF 8 FT.FOR ALL GLAZED OPENINGS AT ALL WINDOWS. PANELS 3.ALL FIREPLACES HALL BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR 150-200 GFM. ALL FLUES SHALL HAVE TIGHT SEATED ALL FOUNDATION WALLS AND FOOTIINC75 SHALL BE CAST ON 50LID APPROVED BEARING SOIL,SEE CHART WITH A MINIMUM DEPTH OF V-O' SHALL BE PRECUT TO (,OVER THE GLAZED OPENINGS WITH 2-112" #6 SCREWS,I6' 0.0. FOR SPANS< 4 I.LIGHTS THAT ARE CONTINUOUSLY ILLUMINATED OR AUTOMATICALLY CONTROLLED. DAMPER WITH A MAX.AIR LEAKAGE OF 20 GFM. ALL FIREPLACES SHALL HAVE TIGHT-FITTING NON-COMBUSTIBLE DOORS. BELOW GRADE.SOIL SHALL BE UNDISTURBED VIRGIN 501L FT,12"O.G.FOR SPANS<b FT.,AND 01'O.G.FOR SPANS<8 FT.AT ALL WINDOWS. 2.OWNER-OPERATED ONE-FAMILY DWELLING NOT SUPPLIED WITH ELECTRICAL POWER IN 4.THE CONTRACTOR SHALL SUBMIT THE DESIGN,SIZE AND TYPE OF MECHANICAL SY5TEM5 WHICH WILL BE USED,IN SUFFICIENT DETAIL,AS ACCORDANCE WITH SECTION RE3301.5 REQUIRED BY THE BUILDING DEPARTMENT. �_ -10 ALL FOUNDATION WALLS AND FT05 SHALL BE POURED CONCRETE 5.ALL THERMOSTATS SHALL BE ADJUSTABLE FROM 55 DEGREES TO 65 DEGREES FAHRENHEIT. <O UNLESS SHOWIN OTHERWISE,GONGRETiE SLABS SHALL BE 4" THICK,SET ON 4" THICK GRAVEL BED,WITH STAIR TREADS AND RISERS PER R31133 6.ALL DUCTS AND PIPES SHALL BE INSULATED A5 REQUIRED BY CODE. FIRE STOPPING RISER HEIGHT PER R311.5.3.1 - THE MAXIMUM RISER HE16HT SHALL BE 8 114 INCHES(201MM). THE R15ER SHALL BE MEASURED VERTICALLY "1.HVAC CONTRACTOR SHALL VERIFY HEAT L055 CALCULATIONS. II'' II �A b'X 6%10/10 WELDED WIRE MESH RONFOWNG. PROVIDE FIRE 5TOPPING AS PER THE 2010 RE51PENTIAL CODE OF NEW YORK STATE, FIRE OTI,n,P CONGEALED 5PAGE6 WITHIN WALL,GEILIN6, DMNIIN LCAOIND M005 OF THC ADJACENT TRCADB. THC 6RCATMT RWR HEIGHT WITHIN ANY I"LIC-HT Or 5TAIR5 t5HALL NOT CXCCCD THE �-1 UJ THI5 PROJECT HAS 2,G�00 PSF LOAD BEARING PRESSURE PARTITION,FLOOR,STAIR,ATTIC OR CORNICE CONSTRUCTION AND AROUND CHIMNEY,PIPE AND DUCT OPENING5 IN SUCH CONSTRUCTION,SHALL SMALLEST BY MORE THAN 3/8 INCH(9.5 MM). f BE FIRESTOPPED OR FILLED WITH NON COMBUSTIBLE MATERIAL TO PREVENT THE PASSAGE OF FLAME,SMOKE,FUMES AND HOT GASES. FIRE TREAD DEPTH PER R311.5.3.2 - THE MINIMUM TREAD DEPTH SHALL BE q INCHES(22q MM).THE TREAD DEPTH SHALL BE MEASURED SAFETY&LASS REQUIREMENTS PER R308.4 _ TABLE R401.4.1 STOPPING OR FILL SHALL BE NONFLAMMABLE MATERIAL WHICH GAN SHAPED,FITTED AND PERMANENTLY SECURED IN POSITION.FIRE STOP HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A RIGHT ANGLE TO THE (316 A CONGEALED VERTICAL SPADES IN WALLS AND PARTITIONS SHALL BE BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE TREAD'S LEADING EDGE.THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 SAFETY GLA55 REQUIRED N THE FOLLOWING LOCATIONS: 0(t PRESUMPTIVE LOAD-BEARRN& VALUE5 OF FOUNDATION MATERIAL5 UPPERM05T STORY,50 THAT SUCH SPADES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY OR COMMUNICATE WITH CONGEALED INCH(415 MM).WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF 10 INCHES(254 MM)MEASURED A5 ABU/E AT A POINT 12 INCHES(305 I.ANY GLAZING IN ANY DOOR TYPE ` UA HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION. SPACE BETWEEN FLOOR J015T5 WITH CEILINGS ATTACHED DIRECTLY TO THE 2.GLAZING IN ANY WALLS ENCLOSING A SHOWER TUB,SAUNA OR STEAM ROOM.' v 1 f JOISTS SHALL BE FIRESTOPPED FOR THE FULL DEPTH OF THE JOISTS AT ALL POINTS OF SUPPORT,UNDER SUPPORTED WALLS AND �) FROM THE SIDE WHERE THE TREADS ARE NARROWER.WINDER TREADS SHALL HAVE A MINIMUM TREAD DEPTH OF b INCHES(152 MM) AT ANY 3.ANY WINDOWS WITHIN 24"OF A DOOR.' n/ LOAD-BEARING PRESSURE(POUNDS PARTITIONS HAVING I REQUIRED FIRE- RESISTANCE RATING POINT.WITHIN ANY FLIGHT OF STAIRS,THE GREATEST WINDER TREAD DEPTH AT THE 12 INCH(305 MM)WALK LINE SHALL NOT EXCEED THE 4.ANY INDIVIDUAL PANE OF GLA55 WITH AN AREA GREATER THAN 01.0 50.FT.WHERE THE BOTTOM 05 C/_ GLA55 OF MATERIAL PER SQUARE FOOT) SMALLEST BY MORE THAN 3/8 INCH(�1.5 MM). LE55 THAN 18"ABOVE THE ADJACENT FINISH FLOOR WITHIN 56'OF THE WINDOW. Z 5.GLAZI.rG IN WALLS OF SPAS,HOT TUBS OR INDOOR POOLS WITHIN 5'-O"OF THE WATER' < I- - CRYST'ALLINE BEDROOK. 12,000 L104TINC?OUTLETS 6.GLAZING IN STAIRWAYS AND LANDIN66 WITHIN Y-O"HORIZONTALLY OF A WALKING SURFACE.* W< SEDIMEN'TARY AND FOLIATED ROCK 4,000 FIRE STOP CONGEALED SPACES WITH WOOD FRAMED WALLS AND PARTITIONS AT EACH FLOOR LEVEL AND AT THE CEILING LINE OF THE TOP AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF EACH THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS 15 MORE THAN 60 ABOVE THE FLOOR. I (U�! STORY.WHERE FIRE STOPS ARE NOT AUTO- MATIGALLY PROVIDED BY THE FRAMING SYSTEM USED,USE CLOSELY FITTED WOOD BLOCKS * � LL. SANDY GRAVEL AND OR GRAVEL (ZH AND GP) SAME WIDTH A5 FRAMING MEMBERS OUTDOOR EGRESS DOOR HAVING GRADE LEVEL ACCESS,INCLUDING OUTDOOR EGRESS DOORS FOR ATTACHED GARAGES AND DETACHED GARAGES WITH ELEGTRIG POWER. �Q 3,000 ASPHALT ROOF SHINGLE NOTES 0 LANDINGS FOR STAIRWAY5 PER R3115.4 ASPHALT ROOF SHINGLES SHALL HAVE SELF-SEALIN6 STRIPS OR SHALL BE INTERLOCKIN6 AND SHALL COMPLY WITH THE REQUIREMENTS OF \ Q SAND,SILTY SAND,CLAYEY SAND,SILTY GRAVEL MISC.ELL NEOUS THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. A5TM D-225 OR D-3462 I� I 1 AND CLAYEY GRAVEL 2,000 PROVIDE GUTTERS AND LEADERS AND GRADE 501L TO DRAIN AWAY FROM HOUSE.PROVIDE DRYWELL5 A5 PER LOCAL TOWN CODES.COLOR EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN INTERIOR FL16HT OF STAIRS,PROVIDED A DOOR DOES NOT 5WIN6 (SW,SP,SM,SC,GM,GG) AS SELECTED BY OWNER OVER THE STAIRS. ALL FASTENERS FOR ASPHALT ROOF 5HINGLE5 SHALL BE GALVANIZED STEEL,STAINLESS,ALUMINUM,OR COPPER ROOFING NAILS. FASTENERS 0 � A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL R15E GREATER THAN 12 FEET(3658 MM) BETWEEN FLOOR LEVELS OR LANDINGS. SHALL BE MINIMUM 12 GAGE SHANKED WITH A MINIMUM 3/8"DIA.HEAD AND OF SUFFICIENT LENGTH TO PENETRATE THROUGH THE ROOFING Lu CLAY,SANDY CLAY,SILTY CLAY,G,LAYEY SILT, IN KITCHENS,PROVIDE A PROPERLY-SIZED EXHAUST FAN,DISCHARGING TO THE OUTDOORS. Z4 SILT AND SANDY SILT THE WIDTH OF EACH LANDING SHALL NOT BE LE55 THAN THE STAIRWAY SERVED.EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 MATERIALS AN,,THE SHEATHING. (CL,ML,MH AND CH) 1,500 B IN BATHROOMS,PROVIDE A MEDICINE CABINET A5 SELECTED BY OWNER. INCHES(ql4 MM)MEASURED IN THE DIRECTION OF TRAVEL. ASPHALT ROOF SHINGLES SHALL HAVE THE MIMIKM NUMBER OF FASTENERS A5 REQUIRED BY THE MANUFACTURER. Zz PROVIDE 5/8" FIRE CODE GYPSUM BOARD ON CEILING ABOVE HEATING UNITS AND WALLS. �0 FOR 51: I POJND PER SQUARE FOOT -- OD41q KN/M7 HANDRAILS PER R311.5.b FOR NORMAL APPLICATIONS,ASPHALT ROOF SHINGLES SHALL BE SECURED TO THE ROOF WITH NO LESS THAN FOUR(4)FASTENERS PER STRIP () I A.WHEN SOIL. TESTS ARE REQUIRED!'BY SECTION R401.4,THE ALLOWABLE BEARING CAPACITIES OF THE 501L SHALL BE PART OF THE THE OWNER AND CONTRACTOR HAVE THE RESPONSIBILITY TO COMPLY WITH ALL APPLICABLE CODES,LAWS,RULES AND REGULATIONS IN THE HANDRAIL5 SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. SHINGLE OR TWO(2)FASTENERS PER INDIVIDUAL 5HINGLE. L-. I _V CONSTRUCTION OF THI5 PROJECT AND TO VERIFY ALL DIMENSIONS,MATERIALS AND THE LOAD-BEARING CAPACITY OF THE 501L PRIOR TO RECOMMENDATIONS < Yl START OF WORK. ALSO,VERIFY ALL CONDITIONS FOR WORKABILITY. THE ARCHITECT WILL NOT ENGAGED IN THE SUPERVISION OR INSPECTION HEIGHT PER R311.56.1 - HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF 51X(6)FASTENERS PER SHINGLE WHERE THE EAVE I5 20 FEET OR HIGHER ABOVE GRADE B.WHERE IN PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LE55 THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE OF THIS PROJECT DURING CONSTRUCTION.THE CONTRACTOR SHALL COMPLY WITH THE CONTENTS OF THE SPECIFICATIONS FOR THESE SURFACE OF RAMP SLOPE,SHALL BE NOT LESS THAN 34 INCHES(864 MM) AND NOT MORE THAN 38 INCHES M65 MM). OR WHERE THE BASE WIND SPEED 15 120 MPH OR GREATER. UJ ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION DRAWINGS Z CONTINUITY PER R3113b2- HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRE( >MWE i A�„��S��N NOTES � \ IUZ TABLE R402.2 1 ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL BE RETURNED OR -- \J SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS.HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 ALL CONGR:ET1 WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF A6I-301-% "5PEGIFICATION5 FOR 5TRUGTURAL - ow MINIMUM 5)PEGIFIED COMPRES51VE STRENGTH CONCRETE R315 SMOKE ALARMS AND CARBON MONOXIDE ALARMS INCH(38 MM) BETWEEN THE WALL AND THE HANDRAILS. CONCRETE FGZ 3UILDINGS" REINFORCING STEEL SHALL CONFORM TO A5TM A-bl5 GRADE b0 (U QN MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'C) A i R313.1 SMOKE DETECTION AND NOTIFICATION. ALL SMOKE ALARMS SHALL BE L15TED IN ACCORDANCE WITH UL#2I1 AND INSTALLED IN EXCEPTION5; ALL STEEL_WC SHALL CONFORM TO THE REQUIREMENTS OF THE AISC '5PEGIFICATIONS FOR DES16N,FABRICATION AND ERECTION OF !t[�_ TYPE OR LOCATIONS OF CONCRETE ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 12. HOUSEHOLD FIRE I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. STRUCTURAL STEEL FOR BUILDINGS'.STEEL SHALL CONFORM TO A5TM A-512(&RADE 50)AND A-501 CONSTRUCTION NEGLIGIBLE MODERATE SEVERE ALARM SYSTEMS INSTALLED IN ACCORDANCE WITH NFPA 12 THAT INCLUDE SMOKE ALARMS,OR A COMBINATION OF SMOKE DETECTOR AND 2. THE USE OF A VOLUTE,TURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL NEC AND UNDERWRITERS LABORATORY REQUIREMENTS. a, BASEMENT HALLS,FOUNDATIONS AND)OTHER CONCRETE 2,500 2 500 2,500G AUDIBLE NOTIFICATION DEVICE INSTALLED AS REQUIRED BY THIS SECTION FOR SMOKE ALARMS,SHALL BE PERMITTED.THE HOUSEHOLD FIRE THE LOWEST TREAD. �C )'`' NOT EXP05FED TO THE WEATHER ALARM 5Y5TEM SHALL PROVIDE THE SAME LEVEL OF SMOKE DETECTION AND ALARM A5 REQUIREED BY THI5 SECTION FOR SMOKE ALARMS IN PRE-FABRIGAiED FIREPLACES AND FLUES SHALL BE UL APPROVED. `` ` "�� 4✓ ,,s.. .. w` THE EVENT THE FIRE ALARM PANEL IS REMOVED OR THE SYSTEM 15 NOT CONNECTED TO A CENTRAL STATION. SUARDS PER SECTION R312 INSTALL 5MC+�::DETECTORS AND CARBON MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND LOCAL CODE REQUIREMENTS. `�/7 ti, r-` `• BASEMENT SLABS AND INTERIOR 5LAkB5 ON GRADE,EXCEPT G 2,500 2,500 2,50G R313.1.1 LOCATION.SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: `` GUARDS REQUIRED PER R312.1 THE OWNER SHALL ARRANGE FOR SUPERVISION OF THE GONSTRUC.TION WORK TO INSURE COMPLIANCE WITH T}E CONTRACT DOCUMENTS. GARAGE FLOOR SLABS I. IN EA /, . I CH SLEEPING ROOM PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES 062 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL • l� "111, BASEMENT HALLS,FOUNDATION WALL.5,EXTERIOR WALLS 2,500 3,000D 5,000D 2.OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. HAVE GUARDS NOT LESS THAN 36 INCHES M14 MM) IN HEIGHT.OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES(162 MM) I0. fir.,; C, �.x AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 INCHES(864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE " , WEATHER DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS,A SMOKE ALARM � ,r,;/ PORCHES,CARPORT 5LA65 AND STEIPS EEXP05ED TO THE 2 500 3,000 D4 3 500 D'E INSTALLED ON THE UPPER LEVEL SHALL 5URFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LE55 THAN ONE NOSING OF THE TREADS. PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS �/�,`'7��-^----'�`'lI/ WEATHER AND 6ARA6E FLOOR SLA05 FULL STORY BELOW THE UPPER LEVEL. -3:,, !� `/ WHEN MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARM DEVICES SHALL BE LOCATED MORE THAN 30 INCHES(lb2 MM) ABOVE THE FLOOR OR GRADE BELOW. _ _ FOR 51: I POUND PER 50UARE INCH■b.895,KPA INTERCONNECTED IN 5UGH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. GUARD OPENING LIMITATIONS PER R312.2 MECHANICAL MR MI103 A.AT 28 DAYS P51 I EXCEPTION: INTERCONNECTION 15 NOT REQUIRED WHERE SMOKE ALARMS ARE PERMITTED TO BE BATTERY OPERATED IN ACCORDANCE WITH REQUIRED GUARD5 ON OPEN 51DE5 OF STAIRWAYS,RA15ED FLOOR AREAS,BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS OR 5/8"TYPE 'X'6?YPSUM BOARD AT WALLS 4 CEILING OF UTILITY.PROVIDE 3/4 HR.FIRE RATED DOOR.PROVIDE FRESH AIR FOR MECH.TWO B.SEE TABLE R301.2(I)FOR WEATHERING POTENTIAL SECTION R313.12 ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PA55A6E OF A SPHERE 4 INCHES(102 MM)OR MORE IN DIAMETER. OPENINGS-ONE WITHIN 12"OF CEILING a ONE WITHIN 12"OF FLOOR.EA.OPNG.TO HAVE I"50. INCH PER 2A000 BTU/H OF TOTAL INPUT OF ALL G.CONCRETE 114 THESE LOCATIONS THAT MAY BE SUB.EGT TO FREEZING AND THAWING PAN6 CONSTRUCTION SHALL BE R313.1.2 POWER SOURCE. IN NEW CONSTRUCTION,THE REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING EXCEPTIONS: APPLIANCES IN SPACE.UPPER OPENING DUCT TO BE LEVEL OR VERTICAL. AIR-E'NTRAISM CONCRETE IN ACCORDANCE WITH FOOTNOTE D WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE OR AN ON-SITE ELECTRICAL POWER SYSTEM,AND WHEN PRIMARY POWER I. THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE D.CONCRETE SHALL BE AIR ENTRANED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE:)SHALL NOT BE LESS THAN 5 15 INTERRUPTED,SHALL RECEIVE POWER FROM A BATTERY.WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE b INCHES(152 MM) MECHANICAL FIECTRICAL PER M1305.13.1 PERCENT OR MORE THAN'I PERCENT TH05E REQUIRED FOR OVER:CURRENT PROTECTION.SMOKE ALARMS SHALL BE PERMITTED TO BE BATTERY OPERATED WHEN INSTALLED IN E.SEE SECTION R4022 FOR MINIMUM GEMEI'NT CONTENT CANNOT PASS THROUGH. A LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A REGEPTIGAL OUTLET SHALL BE BUILDINGS WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL POWER SYSTEM OR IN BUILDINGS THAT UNDERGO REPAIR,ALTERATION, PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH CHAPTER 38. LE TAB 3.25 CHANGE OF OGGUPANGY,ADDITION OR RELOCATION IN ACCORDANCE W 2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 WITH APPENDIX J. 3/8 INCHES(101 MM) TO PASS THROUGH. [I]ul R313.2 SMOKE ALARMS AND CARBON MONOXIDE ALARMS IN EXISTING DWELLINGS. THREE SECOND GUST W1NI0 SPEED (MPH) 110 12o05 EXISTING DWELLIN05 UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE IN ATTICS, G IN STORAGE OR EQUIPS,UT STAGES PER AND BASEMENTS, BOTTOM PLATE TO FOUNCJATION l 2 3 4 ALARMS AND CARBON MONOXIDE ALARMS A5 REQUIRED BY APPENDIX J. IN ATTICS,UNDER-FLOOR SPACES,UTILITY ROOMS AND BASEMENTS,AT LEAST ONE LIGHTING OUTLET SHALL BE INSTALLED WHERE THESE ANCHOR FOUNDATION SUPPORTING MAXIMUM ANCHOR BOLT SPACING (IN) ' ' ELEGTRIGAL NOTES: SPACES ARE USED FOR STORAGE OR CONTAIN EQUIPMENT REQUIRING SERVICING.SUCH LIGHTING OUTLET SHALL BE CONTROLLED BY A WALL BOLT CONNECTION RESISI'TING R3I3.3 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS ARE PERMITTED, THE SCOPE OF THE ELECTRICAL WORK ENGOMPA55E5 An OPERATING ELECTRICAL 5Y5TEM AS INDICATED ON THE DRAWINGS AND NOTED SWITCH OR SHALL HAVE AN INTEGRAL SWITCH.AT LEAST ONE POINT OF CONTROL SHALL BE AT THE USUAL POINT OF ENTRY TO THESE PROVIDED THE ALARM 15 LISTED FOR SUCH USE.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL HAVE DISTINCTLY DIFFERENT SPACES.THE LIGHTING OUTLET SHALL BE PROVIDED AT OR NEAR THE EQUIPMENT REQUIRING SERVICING. r LATERL4L AND SHEAR LOADS 1/2"ANCHOR BOLTS ALARM SIGNALS FOR SMOKE OR CARBON MONOXIDE ALARM ACTIVATION. HEREIN. IT IS NOT THE INTENT OF THESE DRAWINGS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. IT 15 THE RESPONSIBILITY OF THE v ' -3 STORIES 30' R3 .4 CARBON MONOXIDE ALARMS.THI5 SECTION COVERS THE APPLICATION, INSTALLATION AND PERFORMANCE OF CARBON MONOXIDE ELECTRICAL CONTRACTOR TO SECURE AND PAY FOR ALL REQUIRED ELECTRICAL PERMITS AND PROVIDE ALL NECESSARY LABOR,MATERIAL AND AND EQUIPMENT TO CONFORM TO THE INTENT OF THE SCOPE OF WORK.THE ELECTRICAL INSTALLATION SHALL COMPLY WITH ALL RULES, ROOF VENTILATION PER RD062 5/8' ANCHOR BOLTS ALARMS AND CARBON MONOXIDE DETECTORS,AND THEIR COMPONENTS, IN ONE-AND TWO-FAMILY DWELLINGS AND MULTIPLE SINGLE-FAMILY AND REGULATIONS OF THE NATIONAL ELECTRIC,CODE (NEC),LOCAL BUILDING CODE AND THE REGULATIONS OF THE PUBLIC UTILITY COMPANY THE TOTAL NET FREE VENTILATION AREA SHALL NOT BE LE55 THAN I TO 150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT THE -3 STORIES 45' DWELLIN05(TOWNHOUSES). TOTAL AREA I5 PERMITTED TO BE REDUCED TO I TO 500,PROVIDED AT LEAST 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE R313.4.H GENERAL.CARBON MONOXIDE ALARMS(OR WHERE PERMITTED,CARBON MONOXIDE DETECTORS) SHALL BE INSTALLED,OPERATED ANO> FURNISHING PRIMARY SERVICE. REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 4 PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE A-3.2 VI F NFPA 120. ALL MATERIALS,EQUIPMENT,DEVICES,ETC.UTILIZED IN THE WORK,SHALL BE UNDERWRITER5 LABORATORY(UL) L15TED AND SHALL BEAR THE UL 3 FEET(114MM)ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE I 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL AND SHEAR LOADS THE MAXIMUM ANCHOR MAINTAINED IN ACCORDANCE WITH THE PROV1510N5 OF THIS SECTION,OR IN ACCORDANCE WITH THE PROVISIONS N 50 S 0 BOLT SPACING SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS EXCEPTION: CARBON MONOXIDE ALARMS AND OR CARBON MONOXIDE DETECTORS SHALL NOT BE REQUIRED IN A BUILDING OR STRUCTURE LABEL. VENTS,A5 AN ALTERNATE,THE NET FREE CRO55-VENTILATION AREA MAY BE REDUCED TO I TO 300 WHEN A VAPOR BARRIER HAVING A (TABLE A-3.2C)OF LATERAL,AND SHEAR LOADS (TABLE A-3.215). FOR OTHER ANCHOR BOLT LIMITATIONS THAT CONTAINS NO CARBON MONOXIDE SOURCE. TRANSMISSION RATE NOT EXCEEDING I FERM(5"1.4 M6/5-M2-PA) 15 INSTALLED ON THE WARM 51DE OF CEILING. SEE SECTIONS 3.2.1.7 AND 3.2.,2.3 HEATING AND VENTILATING SYSTEM SHALL BE DESIGNED BY A MECHANICAL ENGINEER 3 TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN R313.4.2 REQUIRED LOCATIONS.CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: I.WITHIN EACH DWELLING ACCORDANCE WITH SECTION 3.4.4.2.FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT UNIT ON EACH STORY CONTAINING A SLEEPING AREA,WITHIN 15 FEET OF THE SLEEPING AREA.MORE THAN ONE CARBON MONOXIDE ALARM SPACINGS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3,170, MECHANICAL APPLIANCES IN ATTICS PER M1305.1.5 BUT IN NO CASE SHALL ANCHIOR BOLT SPACINGS EXCEED VON CENTER SHALL BE PROVIDE WHERE NECESSARY TO A55URE THAT NO SLEEPING AREA ON A STORY 15 MORE THAN 15 FEET AWAY FROM A CARBON PLUMBING SYSTEM NOTES: ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND A CLEAR AND UNOBSTRUCTED 4 FOR THREE SECOND GUST WIIND SPEEDS GREATER THAN 100 MPH,WITH A TABULATED LATERAL VALUE FROM MONOXIDE ALARM. 2.ON ANY STORY OF A DWELLING UNIT THAT CONTAINS A CARBON MONOXIDE SOURCE. TABLE A-3.5 GREATER THAN;262 PLF, LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS EXCEPTIONS: WHERE COVERAGE AT A LOCATION 15 REQUIRED BY MORE THAN ONE PROVISION OF THI5 SECTION,PROVIDING ONE CARBON THE SCOPE OF THE PLUMBING WORK ENCOMPASSES on OPERATING PLUMBING SYSTEM CONSISTING OF DRAINAGE,WASTE AND VENT PIPING,HOT PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE,BUT NOT LE55 THAN 30 INCHES HIGH AND 22 INCHES WIDE FROM TABLE A-3.5 HPROVISIONS. AND GO WAT R DISTRIBUTION SYSTEM AN PLUMBING FIXTURES M WITH TRIM A TRAPS.TIE INTO EXISTING PLUMBING LINE AS AND NOT MORE THAN 20 FEET IN LENGTH WHEN MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE O MONOXIDE ALARM AT SUCH LOCATION SHALL BE DEEMED TO SATISFY ALL SUCH WILD E D L E COMPLETE AND P5. L L APPLIANCE.THE.PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING IN ACCORDANCE WITH CHAPTER 5 NOT LESS THAN 24 INCHES WIDE. N0W FRAME 2. IN LIEU OF A CARBON MONOXIDE ALARM,A CARBON MONOXIDE DETECTOR MAY BE PROVIDED AT ANY LOCATION WHERE COVERAGE 15 REQUIRED A LEVEL SERVICE SPACE AT LEAST 30 INGHFE5 DEEP AND 30 INCHES WIDE SHALL BE PRESENT ALONG ALL SIDES OF THE APPLIANCE WHERE ALL JOISTS,BEAMS,RAFTERS AND OTHER LUMBER,SHALL BE CONSTRUCTION GRADE #2,DOUG-FIR-LARCH,F13=815 P.S.I.,OR APPROVED REQUIRED,PROVIDED THAT SUCH CARBON MONOXIDE DETECTOR 15 PART OF A 5Y5TEM THAT CAU5E5 AN ALARM TO SOUND AT SUCH LOCATION4 ALL WORK SHALL CONFORM TO THE APPLICABLE PLUMBING CODES,AND ALL PERTINENT LOCAL REGULATIONS APPLICABLE TO THIS SECTION. ACCESS 15 REQUIRED.THE CLEAR ACCE55 OPENING DIMEN51ONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES,WHERE SUCH DIMEN51ON5 EQUAL,EXCEPT WHERE SPECIFIED OTTHERWISE. PROVIDE STRUCTURAL DIAGONAL BRACING AT EXTERIOR WALL CORNERS and WALL SPUDS WHEN CARBON MONOXIDE 15 DETECTED AT SUCH LOCATION. PROVIDE ALL REQUIRED PERMITS AND OBTAIN ALL INSPECTIONS AND PAY SUCH FEES A$MAY BE THEREBY INCURRED.PERFORM OR OBTAIN ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. SHALL EXTEND THE FULL HEIGHT. R313.4.3.POWER SOURCE.CARBON MONOXIDE ALARMS,CARBON MONOXIDE DETECTORS,AND THE ALARM CONTROL UNIT5 TO WHICH CARBON ALL TESTS AS MAY BE REQUIRED,SUPPLYING ALL LABOR AND INSTRUMENTS NEEDED AND PAY SUCH COSTS INCURRED. SILLS AND ALL WOOD IN CONTACT W41TH THE CONCRETE SHALL BE TREATED LUMBER AGO GRADE #2,SOUTHERN PINE,FB=815 P.5.1.OR MONOXIDE DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,AND SHALL BE EQUIPPED WITH A GUENT PENNEY APPROVED EQUAL BATTERY BACKUP SYSTEM THAT AUTOMATICALLY PROVIDES POWER FOR ONE OR MORE BATTERIES WHEN PRIMARY POWER IS INTERRUPTED. GIVE CAREFUL NE THE E TE AN TO THE WORK BE OTHER TRADES AND ORGANIZE THE WORK 50 THAT IT WILL NOT INTERFERE WITH THE OTHER TRADES.EXAMINE THE SITE AND PLANS AND BE FULLY INFORMED REGARDING LIMITATIONS OF SPACE AVAILABLE FOR INSTALLATION OF ALL DATE ANY FLASHING IN CONTACT WITH AC4 TREATED LUMBER MUST BE COPPER COATED,5TAINLE55 STEEL OR DOUBLE DIPPED GALVANIZED WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN TH05E REQUIRED FOR OVER CURRENT PROTECTION. ARCHITECT'S CF-RTIFIGATION EXCETIONS: I.CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTOR5 INSTALLED IN A BUILDING OR 5TRIUGTURE WITHOUT EQUIPMENT AND MATERIALS A5 WELL A5 ALL CONDITIONS REGARDING SERVICE CONNECTIONS,GRADE,GROUND CONDITIONS AND ALL FACTORS THI5 ARCHITECT CERTIFIES THAT TO THE BEST OF H15 KNOWLEDGE,INFORMATION,BELIEF,AND PROFESSIONAL JUDGEMENT,THE PLANS ARE IN COMPLIANCE CLEARANCE: Y400D FRAMING SHALLL BE AT LEAST 8" ABOVE ADJACENT GRADE. ELECTRICAL POWER SOURCE SHALL BE BATTERY OPERATED. INVOLVED IN THE COMPLETION OF THE WORK WITH APPLICAE.E REQUIREMENT5 OF THE RESIDENTIAL CODE OF NEW YORK STATE INCLUDING THE ELECTRICAL CODE DIVISION,CHAPTER 33 THROUGH 42 ALL LAMINATED VENEER LUMBER(LWU SHALL BE E=2.0 BY TRU55 J015T OR EQUAL.PROVIDE BLOCKING AS PER MANUF. SPECS AND THE 2. IN BUILDINGS THAT UNDERGO REPAIR,ALERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION IN ACCORDANCE WITH APPENDIX J, FURNISH AND INSTALL ALL SLEEVES,HANGERS, INSERTS,ANCHORS AND APPURTENANCES AS MAY BE REQUIRED FOR PROPER EXECUTION AND AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEN YORK STATE. RE5IDENTIAL,CODE OF THE NEW YORK STATE CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS MAY BE BATTERY OPERATED,CORD-TYPE OR DIRECT PLUG. FUNCTIONING OF THE PLUMBING 5Y5TEM. THIS ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,INFORMATION,BELIEF,AND PROFESSIONAL J)DGEMEEM,THE PLANS ARE IN COMPLIANCE PRIM BY RB HEADERS: 2 -2'XIO'UNLESS SPEGIIFIED OTHERWISE. IN BEARING WALLS,HEADERS SHALL REST ON DOUBLE STUDS,EACH SIDE. R313.4.4 EQUIPMENT.CARBON MONOXIDE ALARMS SHALL BE LISTED AND LABELED AS COMPLYING WITH UL 2034 OR GSA 6.101.CARBON WITH APPLICABLE REQUIREMENTS OF THE MECHANICAL CODE OF NY STATE,CHAFTER5 12 THROUGH 24 AND THE PLUMBING CODE OF NY STATE,CHAPTERS MONOXIDE DETECTORS SHALL BE LISTED AND LABELED A5 COMPLYING WITH UL 2015 AND SHALL MEET THE 5EN51TIVITY TESTING AN ALL PIPING SHALL BE INSTALLED TO PROVIDE FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE OR EQUIPMENT.HORIZONTAL D ALARM 25 THROUGH 3:,. W 04K'D BY SUPPORTS: PROVIDE STRUCTURAL SUPPORTS BELOW EACH POST OR STRUT A5 REQUIRED. THRESHOLDS OF UL 2054 OR 65A b.Iq.CARBON MONOXIDE ALARMS,CARBON MONOXIDE DETECTORS AND ALARM CONTROL UNITS SHALL BE DRAINAGE AND VENT PIPING SHALL BE GRADED AT A MINIMUM OF V5"PER FT INTO THE SYSTEM.VERTICAL PIPING SHALL BE PLUMBED IN TWO > BRIDGING: HOOD OR METAL ,8'-0""O.G.MAXIMUM;2 NAILS PER END. INSTALL PER MANUFACTURES SPECIFICATIONS INSTALLED IN ACCORDANCE WITH THIS SECTION AND THE MANUFACTURERS INSTALLATION INSTRUCTIONS. DIRECTIONS.PROVIDE NON CON=TING UNIONS WHENEVER CONNECTING 01551MILAR METALS IN THE PIPING SYSTEM. NOTICEw DATE 10/15/11 R313.4.5 INTERCONNECTION OF CARBON MONOXIDE ALARMS AND DETECTORS.WHEN MORE THAN ONE CARBON MONOXIDE ALARM OR CARBON FURNISH AND INSTALL STOP VALVES,ESCUTCHEON PLATES,UNIONS,VENTS,ETC.A5 REQUIRED FOR THE PROPER EXECUTION OF THE WORK. ALL THESE ORAHIN35,PREPARED FOR THE SPECIFIC PROJECT INDICATED 15 AN INSTRUMENT OF SERVICE AND THE PROPERTY OF CUSTOM DESIGNED w PARTITIONS: PROVIDE DOUBLE J015'T5 UNDER PARTITIONS PARALLEL TO JOISTS UNLESS INDICATED TO BE MORE.PROVIDE DOUBLE JOISTS MONOXIDE DETECTOR 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT OR SLEEPING AREA,ALL CARBON MONOXIDE PIPING EXPOSED TO VIEW WITHIN THE COMPLETED SPACE SHALL BE POLISHED CHROME OR BRASS AS SELEGIED BY OWNER. RESIDENCES.INFRINGEMENT OR ANY USE OF THESE DRAWING FOR ANY OTHER PROJECT OR OWNER,OTHER THAN TH05E INDICATED ON THESE DRAKNG515 UNDER BATHTUBS. ALARMS AND ALL CARBON MONOXIDE DETECTORS IN SUCH DWELLING UNIT,5LEEPING UNIT OR 5LEEPIN6 AREA SHALL BE INTERCONNECTED. PROHIBITED,ANY ALTERATION OR REPRODUCTION of THIS DOCUMENT 15 ALSO PROHIBITED BY LAK WITHOUT THE WRITTEN CONSENT of THE ABOVE SAID L '�� EXTERIOR CORNERS: 3-2-*4". INTERIOR CORNERS 3-2"*4" exterior WALLS: 2"*4%16" O.G. INTERIOR WALLS 2"x4",Ib"o.c.UNLE55 OTHERWISE EXCEPTION: INTERCONNECTION 15 NOT REQUIRED WHERE BATTERY OPERATED,CORD-TYP OR DIRECT PLUG CARBON MONOXIDE ALARMS AND CONNECT ALL PLUMBING EQUIPMENT FURNISHED BY THE OWNER OR BY THE PLUMBING CONTR:ATOR AND THIS SECTION REQUIRING WATER ARCHITECTF- XX/XXYXX ISSUED NOTED CARBON MONOXIDE DETECTORS ARE PERMITTED. DRAINAGE,WA5TE AND OR VENTING TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS AND/OR 5PECIFICATION5 ARE IN COMPLIANCE WITH THE � 1> - OPENINGS: DOUBLE WOOD FRAMING SHALL BE PROVIDED AROUND OPENINGS IN WALLS,FLOORS,CEILING5,ROOFS,etc. ALL CONGEALED WORK SHALL REMAIN UNCOVERED OR NOT INSULATED UNTIL REQUIRED TESTS HAVE BEEN COMPLETED AND APPROVED. IF 50 2010 ENERGY CONSERVATION CONSTRUCTION CODE w 1 _- _ � REQUIRED BY THE PROJECT SCHEDULE ARRANGE FOR PRIOR TESTS OF SPECIFIC PORTIONS OF WORK INVOLVED. �./' ( k f ! DOUBLE ROOF RAFTERS AS PER ROOF PLAN LIGHT.VENTILATION-SECTION R303 Q P ALL STRUCTURAL PLYWOOD SHALL IMEET THE CONSTRUCTION USE AND APPLICATION STANDARDS OF THE AMERICAN PLYWOOD ASSOCIATION HABITABLE ROOMS: ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE ALL TE5T5 SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODE REQUIREMENTS.TE5T5 SHALL INDICATE ADEQUACY FLOOR AREA OF SUCH ROOMS.NATURAL VENTILATION SHALL BE THROUGH WINDOWS,DOORS,LOUVERS OR OTHER APPROVED OPENING TO THE ACCEPTABLE OUIETNE55 AND CONTINUOUS OPERATION OF ALL EQUIPMENT WITHOUT OVERLOADING INCLUDING CORRECT VOLUMES,PRE55URE5 k © I .` (APA) OUTDOOR AIR.SUCH OPENINGS SHALL BE PROVIDED WITH READY AGGE55 OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDINGS AND SATISFACTORY TEMPERATURES AND VELOCITIES.DEFECTS DISCLOSED BY SUCH TESTS SHALL BE MADE GOOD AND THE DEFECTIVE PARTS I .,, .14 /` ALL METAL JOIST HAN6ER5 AND OTHER METAL HANGERS SHALL BE CAPABLE OF HANGING LOADS AT CONNECTING POINTS. INSTALLATIONS BE OCCUPANTS.THE MINIMUM OPERABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED.BATHROOMS MADE GOOD AT NO ADDITIONAL G05T TO THE OWNER.TESTS SHALL BE REPEATED AFTER CORRECTIONS HAVE BEEN MADE.TEST PRESSURES = /' 11 BY TE-60 CONNECTORS AND 51MP50N OR APPROVED EQUAL.THEY SHALL SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURES SHALL BE 3 5F OF GLAZING WITH ONE HALF OF WHICH MUST BE OPERABLE, THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL SHALL BE MAINTAINED FOR A CONTINUOUS TWELVE HOUR PERIOD. � / ; SPECIFICATIONS AND RECOMMENDATION5 AND THE 2010 RE51PENTIAL CODE OF NEW YORK STATE LIGHT AND MECHANICAL VENTILATION SY5TEM5 ARE PROVIDED. UPON COMPLETION OF THE WORK ALL FIXTURES SHALL BE THOROUGHLY GLEANED WITH SOAP AND WATER ADJUSTED AND LEFT READY FOR ALL WALLS,FLOORS AND CEILING SURFACES NEW OR EXISTING SHALL BE PATCHED AND OR FINISHED TO MATCH EXISTING SURFACES USE. THIS SECTION SHALL BE RESPONSIBLE FOR PROTECTION OF ALL FIXTURES TO INSURE THAT ALL ARE IN GOOD CONDITION ON JOB ALL WALLS AND CEILINGS TO BE TAPED AND 5PAGKLED 3 GOATS.PAINT AS SELECTED BY OWNER. INSTALL MOISTURE RESISTANT GYP BO IN BATHROOM LIGHT AND VENTILATION R303.3 COMPLETION,REPAIR AND TOUCHUP TO THE OWNERS SATISFACTION FACTORY FINISHED SURFACES,SPECIAL COATINGS,ACOUSTICAL OU ] - TREATMENTS,ETC.THAT MAY BE DAMAGED DURING THE PF'A6RE55 OF THE WORK. ALL WET AREAS BATHROOMS,WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDO?6 (n cD SHEET NO. ALL TJ05 TO BE BY TRU55 JOIST,GIEORGIA PACIFIC OR APPROVED EQUAL NOT LESS THAN 3 SQUARE FEET,ONE-HALF OF WHICH MUST BE OPERABLE.THE GLAZING AREA SHALL NOT BE REQUIRED WHERE ARTIFICIAL DUCTS IN UNCONDITIONED SPACES MUST BE INSULATED TO R-5 Z LIGHT AND MECHANICAL VENTILATION SYSTEMS ARE PROVIDED.THE MINIMUM VENTILATION RATES SHALL BE 50 GFM FOR INTERMITTENT DEMOLITION AS PER DEMOLITION PLANS VENTILATION OR 20 GFM FOR CONTINUOUS VENTILATION.VENTILATION AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTSIDE. ALL HOSE BIBB LOCATIONS SHALL BE AS INSTRUCTED BY OWNER m AiiiiiIiiiIIiIIIiiiiiIIIi 1 J I OF q a I II RDGE VENT (TYP) VR ROOFING.360# LL4LL ASPHALT 51-1INGLE5 =-------- ON IP ROOF FELT. 10"RAKE OVERHANG WITH GONTINl�OU5 SOFFIT VENT YTYP) 4'-8"OVERHANG W/ CONT.SOFFIT VENT 4'-8CON OVERHANG CONT.SOFFIT VENT ® ® ll� Ob ° TYPICAL SIDING - °°° 112 LR NT VYOE'( 3IONA INSUOKM. ° 1 APPROXIMATE 6RAPELrj EXISTING GRADE FRONT ELEVATION — NORTH ELEVATION 1/4"=1'—O" RIDGE VENT(TYP) TYP.ROOFING-360# ASPHALT 5HINGLES ON IP ROOF FELT. 10'RAKE OVERHANG WITH CONTINUOUS SOFFIT VENT(TYP) ;n N ISSUED REVI5ED 4'-8"OVERHANG IN CONT.SOFFIT BOTH 5 DE5 IstENT FL. Y n ° b 160 SAILOR'S NEEDLE ROAD ° ° °° M9ATTITUOK, NEEW YORK IIg52 S a TYPICAL SIDING - TITLE 12'(R 3)FOAM > INSUL. ON 'rYVEK'. NEN HOME GONSTRUGTION cn APPROXIMATE&RAPE LLJ cn EXISTING GRADE RIG�f�rl�� BOYD - Architect Q DIE510NER5 - PLANNER5 - RESIDENTIAL - COMMERCIAL U 20b RICHMONO AVENUE, NORTH MA55APEOUA, N.Y. 11-755 �-- (516 7g7-5080 CD _ REAR ELEVATION — SOUTH ELEVATION R _p ��,sw 4 DRAKIN6 # 50ALE: A5 NOTED 1/4"=i'-o„ �,. DATE: IS FEB. II a �°• - ':.' f DRAWN BY: R.B. 5 OF q JOE3#: II-25 Q TYP.ROOFING-360# ASPHALT SHINGLES ON 15#ROOF FELT. rim 4'-8"OVERHANG K/ CANT.5OFFIT VENT 4'-8"OVERHANG W/ CONT.SOFFIT VENT b o b TYPICAL 51DING - VINYL 511?ING ON IN%LROII'TYVEK APPROXIMATE GRAPE EXISTING GRADE R15HT SIDE ELEVATION ATIOIy - EA5T ELEVATION RIDGE VENT(TYP) TYP.ROOFING-360# ASPHALT 5HINGLE5 ON 15# ROOF FELT. Hl� 10 RAKE OVERHANG WITH CONTINUOU5 5OFFIT VENT(TYP) 74 155UED REVI5ED O R fi='ENNE`r fiz�,' ES, l r�)lENGE I60 SAILOR'S NEEDLE ROAD e ° MATTITUCK, NEW PORK IIg52 . 0 TITLE TYPICAL 5011ry - (R 3.0)NFOAAM 1� 1^l f�OM GON�T�UGT10�1 IN50L.ON 'TYVEK'. APPROXIMATE GRADE Af"G11 PCB J DESIONER5 - PLANNERS - RESIDENTIAL - COMMERCIAL Q U 206 RICHMOND AVENUE, NORTH MA55APEOUA, N.Y. 11-755 r- (51(o) 7q-1/f 050 \ / I DRAWING T Y A T O I �l - WEST ELEVATION o �5 ,_ -n :�, q DGALE: AS NOTED U �C� "mac f`�, /4li_I I_o il `` DATE: IS FEB. II 6OFq Q o.p ; " , ,= DRAWN BY: RD. o -j JOB# II-25 Q (Y JOIST DETAILS Plate nail-16d IRC502-7re requires ALLOWABLE HOLES - TJI® Joists When sheathing thickness exceeds '/", 0.135"x 3Y2 at q Load bearing or shear wall above INTERMEDIATE BEARING trim Sheathing tongue at rim board { Floor panel nail-8d must stack over wall belo Min.distance from Table A Min.distance from Table B 1YT hole may be art 2x stud wall at 12"on-center (0.131"x 2y2")at 6" restraint(blocking)at alll ( t"') NO LOAD BEARING WALL ABOVE Load bearing or shearwall No field cut Do not cut hot"b er R above(must stack over wall hots,in don 1Y2•in cantilever anywhere In web out- LL Z Z Web Stiffeners Plate nail-16d(0.135"x 3%") _ intermediate supports in side of hatched zone Plate nail 16"on-center on-center below when resent hatched _ Plate nail required each side at 16"on-center Seismic Design Categories Web stiffeners required present) zon" Blocking at A2W Web Stiffeners required DO,D1,and D2 to Blocking panel each side at B3W DO Nor / Floor panel nail-8d(0.131"x 2 Yi each side at A3.4W panel Attach panel • diaphragm. the floor Blocking panel ! cut or notch Hangs. at 6"on-center"' 1Y4"TimberStrand LSL p g 2x4 minimum s" p_a s" Web Stiffeners required per code or rim board.' squash blocks (/�\ - specification 6 L 2 x br , Closely grouped round L . .2 x L D2 6" 6" O I 1 t . each side atA3 .W Toil Bj ��W l--i_ •r' fn IlU11u �he a group m fllttlunl j 12" nlarrMto-of 1Y4"TimberStrand® LSL or at 6"on-center {' (applies to all holes g P P ILevel•lye"rim board.* min. / 3Is" li End of joists at except knockouts) meets requirements for Toe Hall :, When sheathing thickness Toe nail Toe nail-10d(0.131"x 3") exceeds%",trim sheathing For rim board thicker than 1 Y/4' Web stiffeners centerline of round or square holes. NOT support Table A - End Support es inca at 6"on-center* tongue at rim board -Attach TJI®Joist to rim board with one 10d(0,128 x3) re uired each side at � cur holes in cantilever - TJI®rim Dist nail.Top nail from TJI®joist Into rim board. Minimum distance from edge of hole to Inside face of nearest end su ort reinforcement Web Stiffeners j For rim board thicker than 1 %4' Install proper blocking to -Connect comer with four 10d(0.128"x3")nails.Toe nail B11W and B2W FV required each side 3 n ( support P g from side of parallel closure Into rim boats g p y Blocking panels may be required J0:ST a ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Must have 1/4 minimum -Attach TJI®Joist to rim board with one 10d 0.128'k3 su ort all anal edges Blocking panels may be g P YDEPTHTJI at Al W nail.Top nail from TJI®joist into rim board. DB2eB2 required with shear walls BS BBW with shear walls above or below B4 2"_ 3" 4• 6" BY:" T" 11%" 11• 13• 2• r 4• s• sYz• T' s%; 1r Ir Al Al A� AgW joist bearing st ends,,Attach .Connect corner with four t in (O.fF boar)Halls.°Foe Hall #See!Leve)i`Jl'Joist Specifferrs Gulde,#rJ-�i060,and above or below-see detail B1 �Q (See detail 131) � '- j O O rim Jo/st perA3 detail. from side of parallel closure Into rim board A3.4 iLevel®Rim Board Specifrer's Guide,#TJ-8000,for sy," 230 1'-0" t'-a 4r' a'-o" 6'4r i 4r '4r 1-W a^4r s-a A3 A3.1 A3,2 A3.3 A3'4 W additional installations ecirlcattions and applications. 360 t' ' 21-a' z-e" 3'-0" V-(r 1'-0" 70 3'-0" 5'4r F-B" (� Conventional construction code minimum for use with O p pp 360 1'4i' z4Y' 3'-0" 4'4Y 6'-0" 1'-8" 2'�" 3'43" 5"-0' 6'-8" �� A3 only. See the iLevel TJI®Specifier's Guide, #TJ-4000, Nail through 2x cantilever,wood backer and 110 T-a' i'-0" 1'-0" 1'-0" z4r r-e• s-V i'4r V_ '-0' --e• 4'•F' 4'4s" e'-0' 1Ya"Timber5trandh LSL or iLevel®1Ye" Blocking TJI•joist web with 2 rows 10d 210 r-0' r4r r4' r4s- z4r 34r s4s r-0 r-0 r4r 3"4r 5'4r s4s' e4s' LU A3W A3.1 A3.2 A3.3 and the iLevel°Rim Board Speci leer's Guide,#TJ-8000, 1t%- 230 t'-0" 1'-a 1'•a- r-0" 3'-°" s'-e" e'-o" i-4r i'-a' 2'•a' 3'•0' 5'4" 6,-w T-a' rim board. Nail to blocking panel panel 0.148"x 3' nails at 6" W W W forA3.1-A3.3 installation specifications and applications. 6'-0"length of TJI•joist 8"diameter maximum hole for I I Na"- with connections equivalent P ( 360 1'-0•' 1'4r 1'-e" zee a4r' 5'4r T-o i'-0" 1'-0'• 2'4r 4-.(r e'4r' e•45' Tor' reinforcement and filler 16"deep blocking panels;6"diameter lY4"TimberStrand® LSL or iLevel®lye'rilm q on-center,clinched.Use 660 i'-0" V-W 1146' 3'-W s-x 5,4r tr4r V4r 7-V 3'4r 51-M r•o' T•4s" a'-0- O to floor panel schedule. block.Use 4'-0"length maximum for blocking panels 9Y2" board.Nail with 10d(0.128"x 3")nails, Attach reinforcement to joist 16d(0.135"x 3y2")nails with 110 1'4r 1'.a' i'-0" 1'.a' i-Cr t'-0• 2'-e" 5-0^ i'-0' 1'-0' 1'•0" 1.4r 3'4r W-Y' g-0' 8-4r 4'-0"length of 8"diameter maximum hole for 11%e"- with 9Y2'and 11%e'TJI® deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2Y2') 3%"TJI®joist 210 1'•a' i'-W 11-01 1'-0" 1'-0• 1'8" T-W s'-0" 1'4r 1'4r 1'-0• r4r a'-0" 4'4s' e4r ajar t Z O Web Stiffeners 14• 230 1.47' 1'-0" i-a 1'4f z4" 3'-8" ajar• 1-0" 4Y •a' 2"4r 4'4r' 5'4r •0" 9-T `J %4"reinforcement 16"deep blocking panels;6"diameter Diets. Do not cut flanges. nail at each comer flange widths. Load from above required both 8"diameter maximum hole for 11%e"- j 36e i'-0" i'-0" 1'-0' t'-0^ z-a' 3'-0" ease 9•-0" i'-0" I'-a• 114" 2"•e' 6'4r• e'4s•' e'-0• >r4s' � sides at E1W 16"deep blocking panels;6"diameter on one side at E2, maximum for blocking panels 9Y2" Attaich reinforcement to joist Horizontal blocking panels BBo 1'-0" 1'-0" V a. i'-0" r-8" 3'-0• 6'4r• W-Cr i'-0• i-.a' t'-0 3"4r e'e" T.a' 9•-0•' 1a-0" - *deep blocking panels 9Y2" both sides a E3 deep or shorter than 12"long. between each joist.Nail to to F1 applies to 210 i'-0•'Ll�vlvy.- 1'-0" i.-T 1'.0• i'0" 1'4r s'4r' tr-0 1'o i'-0 i'-0 i"o z'-0 3'a a4r' a'-0' ia4i" 1Ya"TimberStrand® LSL th1 one 8d(0,131"x 2Y'� 1 P PP deep horter than 12"Ion . Do not cut flanges. 230 -0" ° • ' ' • ••o. w4 r •-o• i'-0' r a' t"4r 3'4r 3'a Tor' 9-0 i i-0"y16" g r iLevel•1Ye"rim board. ail at each comer plate with connections equivalent uniformly 1s•E5 36or-0" ODo not cut flanges. 12"length of%4" to floor panel schedule. loaded Joists only. BBo '4r '-0' ,-0.• ••o' '-0" •4r a'•e" o' '4r• i"4t^ '4r• ajar• ia4r' tr4r t a reinforcement on �. 1yi"TlmberStrand® LSL one side at E5, Wed A� vo 4• s• 6• T• s• io• iz• iB• iT• 4- a• s- r" 6• Io• it is- 1T- or iLevel®1Y"rim board. Attach b with 3 rentows I reinforcement length of t o \tn eK l 360 1'-0• 1-a' 1'-0" 1'-0" 1.4r r-0• s-0. 10,4r r-0" 1'-0" r•a' 3"4r 5'4r' 10'-0" tr-0" 13'4r - both sides at E6 Joist web with 3 rows 10d Full depth vertical reinforcement on backer ,(��4 one iB• 0.148"x 3' nails at 6" P one side at E7, ,(�R`� cap a5 560 r4r r4r' -0' r-0" r4r r4r s-o" t r-0" r o" r4r' r a" ^-0' e e r o tzar' 144r ( blocking between E7 �y �� 360 r-0" r-0' r-0 r-0• i'o" r4r r-0• T 0" ta$ t••a t'a' 1'a' t"o' 246 e'0 11'e" t 4'-0" 156 on-center clinched.Use 2 both sides at E8 \0 zo• • each joist Ga\ �t� lV�� 660 r-0" 1'-0 1'-0 1'-0" i'-0" r-0" 1'0" T-0" t 1'-0 t'-0" t'-0 r-0 1"-0" a'-0 9'8 ire 14 15'8 2x4 minimum Attach reinforcement r);� o rows with 9y2"and 11�/" �� squash blocks to joist flange with Sd(0.131" ay\R` TJI®joists. Less than 5" Less than 5 Table B - Intermediate or Cantilever Support A" x 2Yz")nails at 6"on-center. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Use 2x4 minimum squash blocks to 14"TimberStrandO LSL or `L.\�� When reinforcing both sides, E4 1 - ILevel®1Y"rim board Face grain t� stagger nails. O Not for use with 3/2 TJI®joist flange widths E6 ES `` Gam. WEB STIFFENER ATTACHMENT JOtsT TJI• ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE � CX r CS tratfsferlloadaroundTJI®Joist closure,typical. horizontal 1„ 7- Ya"minimum ° 2• 3• 4- s" sY• T• s,i" 11" 13• 2• 3" 4" a• SY; T• 0%- 11• 13• E1 E1 E2 E3 Option#1: t 2%4'maximum 110 l'-0" z'-0" Y-W 4.0 Tor 1'4r z'-0" 3'-0" 5"-e" e'.e'• EXTERIOR DECK ATTACHMENT TJI®Joist blocking with and 0Y2"for TJI® 210 r•0" z'-0" 3'$" W-W Tor 2-0" T-V' 44Y' 6`4r T'-0" Structural exterior sheathing9Y: Q Apply blocks installed at y,joist-span 560,560D, 239 z-0• 3'-0'• a'-0'• s4r s•.o• r-e" 3'-0' ajar• a"-e" T-tr• � adhesive to all locations using s47joist) 360 3'-0" our 5'-°" el-ir e'-0" T-0" 4'-a•' 5,-r 7"-e" &-o, vcp Filler block:Attach with ten 10d(0.128"x " L Web stiffener each side. •With point load from above,install web 110 T-T r-0" I'-a" z-6" 4.4r a•-o" a•-0" •-o- r-rr' '4r• 4+-T e'-e" '4r 9'4r• N 3' nails clinched.Use ten 16d 0.135"x Flashing contact,surfaces two Sd(0.113"x 2y2) See sizes below. I t- � ( 9 stiffener tight to top flange(gap at bottom 210 r4r r-0" z4r' 3.4r 4.4r s4r sear r4r rare 3'-0" a^4s' Tar' e•-0•• ta-0•• 3y2")nails from each side with 3 y"TJI® Flush bearing plate required. nails or Tight fit• flange)when there is no support below. 11%" 230 V-cr T-a' 24" 3'4r &4r 5'4 r 9-4r 1'4r 2'-s' 3'4r 5"4r 8'-0" e'•s" i -T (�� J- Hangeer height must joist flange widths. Use fifteen nails with Maximum Y4'overhang Treated 2x_ ��,s� 2y2 screws, s6o z-0• 3'-0 a'-0" 54s• T-0" Tar 11'-0" 24r 3'-0'• 5'-0" 7"-0• 9,-er >rs I v-ol, Q)- beamiinimumof80% TJI®'oistde the greater 16". led er jo ai typical Nailing Requirements 660 r-0• 3'-0 a'-0 5'4 a'o" e'e tra 3'-0" a'-0 e'-0 8°0' ta-0• tr-0" tr-0 J P 9 Backer block: Install tight permitted at beam. 9 y� Depth Minimum Web 110 1•-0" 1'-0" r-0" r-0" z-o" z-e" v4r a'-0" V-T r•a' r.a' 2W SW' e'-0" 9'4r' liar �- ofjoist depth 43 TJI Joist Series Number Nails to top mount{tight to (in.) Stiffener Size Type 210 r-0" 1'-0" r-0" 1'-0" r4s- 3•-0" s•o" 9'-0" t'-o" r-a' 2'•0" 3'4s• e•.a' T'-o" ia-o" tz$• z Q bottom flange vAth face See fastener lY4'TimberStrand• LSL End Intermediate 14• 230 r-0" 1'4r' 1'4r' z4r 3-0' 3'-0 s-0 10'-0 r o• t'a' z4s" 4.'4r a4r' T'4r' ia4s' 13'-0" W� mount hangers).Attach t table below.Maintain or iLevel' 1'/a"rim board. 110 All %3�"x 2VIs" 360 1'-0" 1'.a' z-0• 3,-r see' a•4r 8'4r 12'4 r i-0" r-a' W-a' s•-0' 9'-0" 194Y' 1r.a' 14'-Cr Option#2: 210 All /4'x 25/6" 8d 660 1'-0" 1'4Y' 1'-0 3'4i 6'8' 8 8 910 13'$ 1'0" 3'4r' S'-0" 7"4Y 1a-0" 11'-0 13'8 15'0" with ten 10d(0.128"x 3'� t 2"distance(minimum)from 2x_strapping installed at YY 230&360 All %e'x 2%s" (0.113"x 2Yz') 210 14r r-0" 1- '-0" i"-0" r4r 3-a. 5'4r e'-e' 1'-0* -a' t'-0' "-o" 4'-e" s'4r' 9'4r zee•' IF-T lLl Q Top mount nails,clinched when edge of ledger to fastener. joist-span locations using two s31&s33 All V x 2s/te" 3 3 230 1'-0' v4r' r•a' v4r v-a• z-0• 4'-0" e-e- io'-a" 1'-W r a r-0" r'a• 5'4r' a'-W ia4S" 13'-0" 16-T Q hanger possible. @ Allowable Load/Factored Resistance libel, 2Y2'screws per joist,typical is" ( ) p 1 h/P 16d 360 1'-0^ 1'-0 1'-0" 1'-0" 3'-0" 4'-0• 8's• 10'-0" 13'4r' 1'o i'-0 2'-0" 4"0 7'a 9'� 13'-0 14'4s• 117.0 Q Fastener 1Y4"TimberStrandO iLevel®11 rim board Option#3: 560&s47 All 2x4 s60 v4r 1'4r' 1'-0" 1'-0" z4i" s'e• T 0" 11'-0" 15'-0 1'4r 1'4r' 3'4t 6,'8" 9'4r' 10'-0" 14'� 1e-0" 1b-0" I Backer block 0135"x Vj) Face mount LSL rim board both aides of web Directly applied ceiling 181. 4 4 4• s• s• T• e• 10• u- 16• iT• 4• 6• s• n• e- 10• 12• 1s- n• O hanger with single TJI® '/s"lag bolt 400/63o N.A./N.A. Yz"lag bolt 475/750 400/575 It) 20" 16d 5 5 16• 360 1'4r 1'0 1'-0" t'-0 3'0' 6 0' 9'4r 15'4r 1'4r 1'-e" 4'-0 8'-8' 9w4 14'4r' 1 e e. 1 a4r joist When s eclffed on the layout,one of 560D 2x4 , 660 11-0• 1'47' 1'-0" r 0. r-0" e•-0" ia-0•' 1a'-i r-0" T-6' 6-W 8'a ir-0 1e'� ia'-0 za-0" W Web stiffeners required if sides of (1)This factored resistance Is with a Y/"gap between the rim board and deck ledger PBl p Y r W 22" (0.135"x 3/i� 6 11 360 1'-0" v-a, v a- v-w P-0" T-a• 8•-0" i 1.4r 15'41 V4r t'-0" 1'43' 4'-0' T-0 12'-0 16 8 79-0" 21'-0" Z Q With top mount hangers,backer block required LA O fife above bracing options is required H1 hanger do not laterally support at H2 H3 O • Allowable load determined In accordance with AC 124. 9 p � 24" 6 13 20" sso 1.-0" r•a' r-0" r-0•' r4r r-0" s-0" 12'•0" 1e'4r' r-o" r4r 3'-0'• s•-0• e'$'• 1a•-0•' 1T-0' 19'$" 2a•e• Z Q ®. O only for downward loads exceeding 250 lbs or for O • Corrosion-resistant fasteners required for wet-service applications. Q 2 0 least'/6"of TJI joist top flange uplift conditions. q � RectengWe►hdea based on measurement oflongest aide. ^ • Holes may be located vertically anywhere within the web.Leave Ya"of web(minimum)at top and botltom of hole. (t �\ J 0 FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES • Knockouts are located in web at approximately 1z'on-center,they do not affect hole placement. Guidelines for Closest On-Center Spacing per Row • For simples an 5 minimum uniform) loaded joists used In residential applications,one maximurm size round hole may be located 1 I BEAM and COLUMN DETAILS TJl@It) Rim Board Z P ( ' )' y 1 of y 1y" TJI@ Joists 110 210 230 or 360 580 at the center of the Joist span provided that no other holes occur In the joist � �T Nail Size 110,210, 360 and (Level® 1Y4 TimberStrande L.SL MJlicrollame Parallame 93'z"or 9Ye or 14"or 9Yz"or 14"or 18"or , „ 14"or 18"or Depth 14' 11% • Distances are based on the maximum uniform loads from current iLevel s ecifier•6 guides.For other load conditions or hole and 230 560 1Ye" TlmberStratld@LSL or wider LVL PSL P 11%" 11'/r" 16" 11'/e" 16" 20" 16" 20" p g T ijJ configurations use ILevelt TJ-Beam software or contact your ILevel representative. -7 8d(0.131"x 2Yi) 4" 3" 6" 4" 3" 3" Filler Block n) heath sheathing Ig x6+Y2" 2x8+sheathing 2xl2+sheathing 2x6 2x8" Two Two Two BEARING FOR DOOR BEAM TO BEAM BEARING AT (Detail H2) 2x6 2x8 t \ 0 BEARING AT WALL 10d(0.148"x 3"),12d(0,148"x 3Ya'") 4" 4" 6" 4" 4" 4" 4' `J - OR WINDOW HEADER CONNECTION CONCRETE WALL 16d(0.162"x 3Y2') 6" 6" 16" 6"0) 6"�I 8" 6" Cantilever 2x6 2x10 2x6+%8• 2x10+'/e" 2x6+y2' 2x10+Yz" Not - �0 1Y4"TimberStrandm LSL or iLevel•1y" Strap per code If top plate ALLOWABLE HOLES - Headers and BeamsLijcj Him board or blocking for lateral ) ids P edge (Detall E4) tang long 4h 0"lorng W-C"long 4'-0"lotng W-W loitntgg pp Not applicable r1 is not continuous over (1)One row of fasteners permuted(two at abutting panel edges for diaphragms.Stagger Halls when using 4"onceMer ageing and maintain 3/a" Ist and anal eapplicable I t/ 106 support header distance.For other applications,murdpteroweof fasteners are permitted if the rows are olfsetatleast Y37 and staggered. Backer Block 11) 1.55E TimberStrande LSL Headers and Beams LL- (2)Can be reduced to 4"on-center If nail penetration Into the narrow edge is no more then 1 %"(to avoid splReng). Detail F1 s " Y " s " r " ( /a or/4 /4 or/a 1"Net 2,6 2x8 2x12 2 x diameter ofthe or H2) largest hole(minimum) •Recommended nailing is 12"on-center in field and 6"on-center along panel edge. •14 ga.staples may be sukbstitr red for 8d(0.113"x ((f)ifnecessary,Increase BBerand backerblock height forface mount hangers end maintain Ya'gapP at top ofoist,see detar W.Filler and Fastening requirements on engineered drawings supersede recommendations listed above. 2)Z")nails if minimum penetration of V into the backerblocklengths should accomodato required nalUng without spi/tling(12'mfnimum lbrbackertrlocks and 24•rrrnlmum IorMMrWocks). Y3 depth Allowed hole zone TJI@ joist or rim board is aachieved. -- - I Top mount . •ILevel recommends using anon-polyurethane subfloor adhesive on all contact points -.., between panels and floor framing. • Maximum spacing of Wailes is 18"on�enterfor �- ---- --------- ---------------- hanger -- - p 9� I TJI@ oists. " -- ----------- '�• �' Protect untreated ) --------------- .�,• <. -71 Face mount PP hanger wood from direct g Yz stcantilever and end bearings by blocking aggered. Header or Beam Maximum Round g "� •Nailing rows must be offset at least "and eta eyed. Joists must be lateral supported at o o o o •`�. Column contact with panels,hangers,or direct attachment to ,hangers, Depth Hole Size `I * � j:- • �- L1 O L3 See current►Level®literature L4 concrete a rim board or rim joist. for framing connectors 1 Safety bracing(1x4 gy4".ey2' 3" ;� C•' , Silent Floor® 'Dist framin minimum)at 8'on-center(6' 8' 8" 11Y4"-11 W 35/" J g on-center for TJI®110 Joists and C" does not require bridging or ) 1lustet 4hol extended to a braced end wall. See Illustration for allowed tale ions E1 Fasten at each joist with General Notes --- MULTIPLE MEMBER CONNECTIONS mid-span blocking 1 FOR TOP-LOADED BEAMS(1) two 8d(0.113"x 2Y2")nails minimum • Allowed hole zone suitable for headers and beams with �`• (see WARNING). uniform andlor concentrated bads. • Round holes only 1 Minimum Wide Pieces: / • No holes In headers or beams in plank orientation. t (1 • Minimum of 3 rows 10d(0.128"x 3'�nails at 12"o.c. v J • Minimum of 4 rows 10d(0.128"x 3')nails at 12"o.c. DO NOT be e/ ut H2 \ for 14"and deeper beams ELEVATED joist Al Other iLevele Trus Joisto Headers and Beams BEAM ON COLUMN BASE COLUMN BASE beyond Inside face O Rim board joint - • If using 12d-16d(0.148"-0.162"diameter) of wall. between joists Microllame LVL BEARING AT nails,the number of nailing rows may be COLUMN CAP E2 J DO NOT overhang seat Cuts 1.3E TimberStrands and Parallamm PSL COLUMN reduced by one. on beams beyond the inside 3%"-Wide PIBC@s' A3 LSL hole zone hole zone 2 x diameter of the Y,depth face ofsupportmembe� largest hole(minlmum) �- 2 • Minimum of 2 rows y2"bolls at �. Do NOT cut,notch or drib LU ' •� •\,• '•` ------ ------ holes ln headers orbeams 24"o.c.staggered i d p L------- --__---J o a icated An 1ilustrat/ont as�ndtables. (1)Load must be applied evenly across entire j` ° beam width.Otherwise,use connections for CS " TJI®rim joist • side-loaded beams. ••' Mlcrollam® LVL and Option aI 1Y4'TimberStrand LSL Parallame PSL Header or seam Maximum Round \ Verify column capacityL3 or iLevel®1ya"rim board. allowed hole zone Depth Hole Size and beam bearing Additional nailing or bolting maybe O O � non-shrink L5 length.See current L6 required with side-loaded multiple-member P1 PZ P3 grout 2 middleY3 span 4%" 1" IlLevel®literature. O beams.Refer to current product literature. 5Yz' 1y;' P 61 L7 d 1.3E TimberStrand�e� LSL allowed hole zone d 7Y4'-2a' Z. O H 1 Bee illustration for Allowed Hole Zone - B2 General Notes TJI®JOIST NAILING REQUIREMENTS at BEARING • Allowed hole zone suitable for headers and beams with uniform loads only. TJI®Jlo(st to Bearing Plate Squash Blocks to TJI®Joist L5 63 ly4'TimberStrandc LSL or (Load bearing wall above) • Round holes only • No holes In cantilevers. il-evels lYa"rim board. One 10d(0.128"x 3 V / - nail into each flange OP � ' • No holes In headers or beams In plank orientation. Use)Bl or B2 at One tad(0.113"x 2Y2") intermtedlete bearings CLIENT PENNEY nail each side.Drive INSTALLATION TIPS with I(oad bearing or A R N I N G nails at an angle at Subfloor adhesive will Improve floor End of joists shear wall from above Joists are unstable until braced laterally DATE least 1Y2'from end. � performance,but may not be required. at centerline of support Braced end wall- Bracing Includes: 1�r4"minimum bearing at Also see detail B2 - 9 er i support;3Y2"minimum Squash blocks and blocking panels carry see note 3 under • Blocking • Sheathing • strut Lines stacked vertical loads(details B1 and B2). I WARNING • Hangers • Rim Board • Rim Joist aft intermediate support O % I�RhAI 6Y RB Shear transfer:Connections equivalent to Packing out the web of a TJI•joist(with web H 1 stiffeners)is not a substitute for squash blocks o ! floor panel i nailing schedule / _ or blocking panels. • I T �' > Rim to TJI•Joist o / J, �� wiY GHK'D BY • / /�� w PATE 2/18/II When joists are doubled at non-load bearing o 1Y4"TimberStrand® LSL or 3t/"wide TJI®rim I - (n iLevel®1Ys"rim board or joist:Toe nail with parallel partitions,space joists apart the width o ` tJ of the wall for plumbing or HVAC, oCr of 1/4'wide TJI®rim joist: 10d(0.128"x 3") L4 • DO is D I�f151oN5 One 10d(0.128"x T)nail nails,one each side t3�y�",ride Tile . .• o Exterior Deck NOT walk on jots O NOT walk on joists DO NOT stack building un Additional joist at plumbing drop(see detail). until braced. that are lying flat materials on unsheathed into each flange of TJI®joist flange floorjoist o Attachment � g INJURY MAY RESULT, joists. over = 2)18"-2 6/B'wide TJI®rim ". ,•; - Structural j Y C.D joist:One 16d(0.135"x 3y2°wide TJI® t•i o o sheathing DO NOTuslesa6im beams or walls. IY �- 3y2)nail into each flange rim joist o WARNING NOTES: J i "minimum bearing /umberforr/m J Top View it o board orb/ocNi7 Lack of proper bracing during construction can result In serious Q Locate rim board Joint between joists. ;; 0 9` accidents.Observe the followln guidelines: o as It wayshr/nk g Protect untreated Vinod after/nstallatfon. 1.All blocking,hangers,rim boards and rlm joists at the end supports Shifted g, g J pports ottheTJl® Diets must be completely Installed and property Walled. � BEAM ATTACHMENT at BEARING L J Additional from direct contact with See ALLOWABLE J p y Pe y = Dist Plumbing drop o Us1e Only 2.Establish a permanent deck(sheathing),fastened to the first 4 feet of Joists at the end of the bay or braced end wall. j g p joist concrete 1Y2 knockouts 1Ya'TimberStrand® LSL 3 HOLES eng/neened lumber. 3.Safety bracing of 1x4(minimum)must be nailed to a braced end watt or sheathed area and to each joist r� at approximately 4.Sheathing must be completely attached to each TJIejoist before additional loads can be placed on the system. or iLevele IV'rim board. 12"on-center 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. }- JOB NO. 6.The flanges must remain straight within 1/2"from true alignment. O Bearing plate to be U See framing Ian if applicable) flush with inside face Drive nails at an g P � PP ) of wall or beam SUSTAINABLE One 10d(0.128"x T)nail each angle to minimize or iLevel®Framer's Pocket FORESMSUSTA'N A Weyerhaeuser,iLevele,Microllams, Parallamas,Silent Floore,TimberStraind®,TJI®,and Trus Joists are registered U SHEET NO. side of member at bearing, 1 Y2" splitting of plate Guide for minimum end and INITIATIVE trademarks of Weyerhaeuser NR. 0 2009 Weyerhaeuser NR Company. AJI rights reserved. Printed in the USA. Z 0 minimulm from end intermediate bearing lengths. Cerftd Fber Bouncing Q www.efiD m mg June 2010 Reorder TJ4015 J 'I OF 01 00 TABLE 3.45 TABLE 5AA NAILING 5GHEDULE AND DETAIL5 FOR 5TRAPINO MEME3ER50� Lu TABLE 5.1 UPLIFT STRAP CONNECTION REGUIREMENT5 - EXF05URE B (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS NOOD FRAME CONSTRUCTION MANUAL - 2001 EDITION -_ NAILING 50HEDULE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.01) l 1 FOLLON FIND DE510N 110 MPH REQUIREMENTS �J >- NUMBER OF NUMBER OF DEAD LOAD ASSUMPTION: ROOF/GEILIN6 ASSEMBLY DL = 15 PSF DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL=10P5F JOINT' DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING NOOD NAILING REQUIREMENTS ROOF FRAMING THREE SECOND GUST WIND SPEED (mph) 65 q0 100 I10 120 130 140 150 ROOF LIVE LOAD GROUND SNOW LOAD SEE SCHEDULES FOR ALL NAILING REQUIREMENTS � 20 PSF 30 PSF 50 PSF 'TO PSF z RAFTER TO TDP ri-_A,rF (TOP-NA116IT-D) SFr- TADIm� v4,-4A rvE@ TAt,169 P'�A PER' KAFTER` FR,AMINC, SPACING (IN) ROOT' 3PAN (FT) IN EACH EN bD 1 1/41AN GAGE ITR P'):A l�,a G01L �Tt�Ah'' NAILING I�Ct�U11�CMCNT�J IN EACH END OF I I/4 X 30 GAGE 5TRAP• ROOF SPAN (FT) GEILIN6 JOIST TO TOP PLATE (TOE-NAILED) TABLE 5AA SEE TABLE 5AA PER J015T 12 I I I 2 2 2 3 3 12 4 6 12 24 Sb 12 1 24 1 56 1 12 24 36 ALL STRAPP I NO TO BE 1 1/411 X 20 O AU0 E STL _ I- E- I6 1 1 1 2 2 3 3 3 RAFTER SLOPE RAFTER SPAGIN6 RE I BER OF IbD COMMON OR 40D 11S1 MPSON" EOU I VALENT - GS20 (COI LED STRAW) CEILING J015T PARALLEL RAFTER (FACE: NAILED) SEE TABLE 3.11A 5EE TABLE 3.1A EACH LAP 20 1 1 2 2 2 3 3 4 (IN) BOX NAILS PER HEEL JOINT CONNECTIONI�s,4gb , (� 12 24 1 1 2 2 3 3 4 4 V U J CEILING JOIST LAPS OVER PARTITIONS ('FAGE NAILED) SEE TABLE 3.CIA SEE TABLE 3.01A EACH LAP 2& 1 1 2 2 3 4 4 5 5312 12 4 '1 10 4 6 12 6 II 11 6 15 22 �J 32 I I 2 3 3 4 5 5 Ib 5 q 13 5 10 15 8 15 22 10 20 201 36 I 2 2 3 3 4 5 6 Iq.2 6 II 16 6 12 IB q IS 27 12 24 35 GROSS SE:GTION E:ND VIEW Lu c� COLLAR TIE TO RAFTER (FACE NAILED) SEE TABLE 3.6A SEE TABLE 3.6A PER TIE 12 1 1 2 2 2 3 S 4 24 - 13 Iq 6 15 23 II 22 33 15 2q 44 N 16 I I 2 Z 3 3 4 4 }•�- � 1._I-1 BLOCKING TO RAFTER (TOE-NAILED) 2-BD COMMON 2-IOD COMMON EACH END 20 1 1 2 2 3 4 4 5 `I 12 12 3 5 8 3 b q 5 q 13 6 II 17 I- 16 24 1 2 2 3 3 4 5 6 16 4 -1 10 4 6 12 6 II 1'1 8 15 22 Q RIM BOARD TO RAFTER (END-NAILED) 2-IbD COMMON 2-IbD COMMON EACH END 25 1 2 2 3 4 5 5 6 Iq.2 4 b 12 5 Cl 14 -1 14 2c q 15 21 32 1 2 2 5 4 5 6 '1 24 5 10 15 6 12 1"1 q 17 25 II 22 33 Lu RAM I NG ° ° W WALL F 3 2 2 3 4 4 b "1 b o 0 yxfl 12 I I 2 2 3 3 4 4 ��12 12 3 4 6 3 5 -1 4 '1 10 5 q 14 GEI o 0 I I 16 1 1 2 2 3 4 4 5 Ib 3 6 8 3 6 q 5 q 14 6 12 IB J015T O � TOP PLATE TO TOP PLATE (FACE-NAILEED) 2-I6D COMMON 2-I6D COMMON PER FOOT 20 1 2 2 3 4 4 5 5 Iq.2 4 7 10 4 6 II 6 11 16 7 14 21 1 Iq.2 24 f 2 2 3 4 5 6 'i 24 4 6 12 5 q 14 'I 14 2 q IB 21 V z O TOP PLATES AT INTERSECTIONS (FACE-1``IAILED) 4-IbD COMMON 5-I6D COMMON JOINTS-EA SIDE 28 2 2 3 3 4 5 b b 32 2 2 3 4 5 6 'i 6 �:12 12 3 3 5 3 4 5 3 5 8 4 '1 10 STUD TO STUD (FACE-NAILED) 2-I6D COMMON 2-f6D COMMON 24" O,G. 36 2 2 3 4 5 T 8 q R012 3 4 b 3 5 '1 4 'i 10 5 q 13 12 I 2 2 8 3 4 5 5 8 B '� D b 4 0 12 6 ID 15 � I6D COMMON IbD COMMON IB"O.G• Ib I 2 2 3 4 5 5 b 24 3 b q 4 '1 10 5 10 15 '1 13 Iq HEADER TO HEADER (PAGE NAILED) ALONG EDGES 20 2 2 3 3 4 5 6 1 p O SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 24 24 2 2 3 4 5 6 '1 8 q`12 12 3 3 4 3 3 4 3 4 6 3 5 8 11 �_ TOP OR BOTTOM PLATE TO STUD (END-tAAILED) ( _ I6 3 3 5 3 4 5 3 5 8 4 7 10 l-l- 28 2 2 3 4 5 'T 6 32 2 2 3 5 6 -i q - Iq.2 3 4 b 3 4 6 3 6 q 4 b 12 36 2 3 4 5 b 8 - - 24 3 5 '1 3 5 6 4 6 II 5 10 15 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST 2-I&D1 COMMON 2-16D 2COMMON PER FOOT END JOIST OR 5LOGKIN6 (FACE NAILED;) I PRESCRIPTIVE LIMITS ARE BASED ON A55UMTION IN TABLE 5.4 12:12 12 3 3 3 3 3 3 3 3 5 3 4 6 QO 2 TABULATED UPLIFT CONNECTION REGUIREMENT5 ASSUME A BUILDING LOCATED IN EXPOSURE B I6 3 3 4 3 3 4 3 4 6 3 5 6 RAMING TABULATED UPLIFT CONNECTION REQUIREMENTS A555UME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF q P5F Iq.2 3 3 4 3 4 5 3 5 l 3 b q Lu Ww FLOOR F s L 24 3 4 5 3 5 6 3 b q 4 5 II (0.60 X 15 PSF = q P5F). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE CEILING ASSEMBLY 15 NOT CONNECTED °' (._ �r J015T TO SILL TOP PLATE OR GIRDER ('TOE NAILED) 4-BD COMMON 4-IOD COMMON PER JOIST TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END OF THE 1. NAILING REGUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 25% IF NAILE5 ARE CLINCHED FLOOR °' - yo STRAP. 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOAD BRIDGING TO JOIST (TOE NAILED) 2-BD COMMON 2-IOD COMMON EACH END 4. MINIMUM ASTM A653 GRADE 33 STEEL STRAP BEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RE515T THE APPLIED LOADS. JOIST Qd1 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR �I�n BLOCKING TO J015T (TOE NAILED) 2-8D COMMON 2-IOD COMMON EACH END PURLIN5 TO A LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTION REGUIREMENT5 I r SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING JOIST LAP Z BLOCKING TO SILL OR TOP PLATE (TOE` NAILED) 3-I6D COMMON 4-I6D COMMON EACH BLOCK TABLE 3"5A SPLICES TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS EXPOSURE B 5. TABULATED HEEL JOINT CONNECTION REGUIREMENT5 DO NOT INCLUDE THE ADDITIONAL WEIGHT Zd LEADGER STRIP TO !BEAM (FACE-NAILEED) 3-I6D COMMON 4-I6D COMMON EACH JOIST (PRE5GRIPTIVE ALTERNATIVE TO TABLE 53) OF THE GEILIN6 ASSEMBLY. LUR 6. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS p ( Q J015T ON LEDGER TO BEAM (TOE NAILEED) 3-6D COMMON 3-1OD COMMON PER JOIST THREE SECOND GUST WIND SPEED (Mph) 85 q0 100 I10 120 150 140 150 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC, SPACE. WHEN CEILING P lSl p JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE BAND J015T TO J015T (END-NAILED) 3-I6D COMMON 4-I6D COMMON PER J015T REQUIRED NUMBER OF I6D COMMON NAILS OR 40D BOX NAILS PER INCREASED BY THE FOLLOWING FACTORS: Q TUD SPACING (IN) WALL HEIGHT (FT) STUD TO PLATE GONNEG'I`fON (PLF)1'2'3 � I BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-IbDIGOMMON 3-I6D COMMON PER FOOT 8 2 2 2 2 2 2 2 2 CEILING HEIGHT/ROOF RIDGE HEEL JOINT CONNECTION °' O �� 10 2 2 2 2 2 2 2 2 HEIGHT (Hc/Hr) ADJUSTMENT FACTORS 01 ROOF SHEATH I NO 12 2 2 2 2 2 2 2 2 1/2 2 a4 12 14 2 2 2 2 2 2 2 3 = T T 1/5 1.5 z 16 2 2 2 2 2 2 3 3 1/4 1.55 QQ STRUCTURAL PANELS BD COMMON IOD COMMON SEE TABLE 3.10 1.25 16 2 2 2 2 2 2 3 3 I/5 1.2 FLOOR }'r. +,f .•;:;,.::,.,..,...,. DIAGONAL BOARD SHEATHING ' " N I"X6" OR I"X8" 2-bD COMMON 2-IOD COMMON PER SUPPORT 20 2 2 2 2 2 3 3 3 1/1 3-BD COMMON 3-IOD COMMON PER SUPPORT I/10 I.II JOIST •' +,•-• "" �• '" l�•- I"XIO" OR WIDER qW PI 2 2 2 2 2 2 2 0 2 2 2 F]2q 2 2 2 3 NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 5/4 INCH WHEN < (xX GEI LING SHEATHING Ib 12 2 2 2 2 2 3 3 3 RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, Hr, OR He IS GREATER THAN 2 FEET UJH 16 2 2 2 2 2 3 3 4 AND MAY REQUIRE ADDITIONAL CONSIDERATION. GYPSUM WALLBOARI7 50 COOLERS 50 COOLERS '1" EDGE/10" FIELD 18 2 2 2 2 3 3 4 4 _ �z 20 2 2 2 2 3 3 4 4 TABLE 5.10 TYPICAL 5EGTION DETAIL5 DETAILS (�/ WO 6 2 2 2 2 2 3 3 3 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS-EXPOSURE B TYPICAL LATERAL FRAMING CONNECTIONS +'�- QN NAILL SHEATHING 10 2 2 2 2 3 3 3 4 STRUCTURAL PANELS SD COMMON IOD COMMON SEE TABLE 3.11 12 2 2 2 2 3 3 3 5 THREE 5EG-OND GUST WIND SPEED (mph) 85 q0 100 ® 120 130 140 150 24 14 2 2 2 3 3 3 4 5 FIBERBOARD PANELS 16 2 2 5 3 4 4 4 b 6D COMMON - 3" EDGE/<" FIELD IB 2 2 3 3 4 4 5 b STRUCTURAL SHEATHING ! 25/32" 8D3GOMMON - 3" EDGEIC' FIELD 20 2 2 3 4 4 4 5 "I E F E F E F E F E F E F E F E F 'r 'i � GYPSUM WALLBOARD 5D GOLLERS 5D C.OLLER5 '7" EDGE/10" FIELD I PRESCRIPTIVE LIMITS ARE BASED ON A55UMTION IN TABLE 5.5 D COMMON 8D COMMON SEE TABLE 3.11 2 TABULATED FRAMING LOADS AND CONNECTION REGUIREMENT5 SHALL BE PERMITTED TO BE MULTIPLIED 5HEATHINCG LOCATIONI (INCHERAFTES, O.C.)5 SPACING MAXIMUM NAIL SPACING FOR BD COMMON NAILS OR IOD 8 T WITHIN 8 FEET OF CORNERStf (INCHES, O.G.) BOX NAILS (INCHES, O.G)g HARDBOARD BY O.q2 FOR FRAMING NOT LOCATED 3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 12 6 12 b 12 6 12 b 12 b 12 6 12 b 12 COMMON BD COMMON SEE MANUFACTURE F ' PARTIGALBOARD PANELS 8D GO 6 12 6 12 b 12 b 12 b 12 b 12 6 12 b 12 �,C's `. INTEr•�.,7R ZONE 101 6 12 6 12 6 12 I2 b 12 6 12 6 12 b 122 DIAGONAL BOARD SHEATHING 24 6 12 6 12 6 12 b 12 6 12 6 12 b 122 6 122 r l I"Xb" OR I"X8" 2-8D COMMON 2-IOD COMMON PER SUPPORT 3-SD COMMON 3-IOD COMMON PER SUPPORT b 12 b 12 b 12 2 6 122 6 122 b 12 6 b ' I"XIO" OR HIDER T�$LE 3.6A PERIIMETER b 12 6 12 6 122 b b 6 6 6 be 12 63 65 ' -- RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B EDGE ZONE Iq.2 6 122 b 122 6 122 6 6 b 6 63 b5 b� 12 64 44 FLOOR SHEATHING (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.6) 24 b 122 6 122 6 b 6g 63 b3 bs 63 63 44 12 44 44 _ DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY OL = 10 P5F GABLE ENDVWALL RAKE OR RAKE TRU55 W/LOOKOUT GLOGK 6 b bg bg 63 bg 6� 63 4 4 44 44 - ISTRUCTURAL �" RU LESS PANEL'S 8D COMMON IOD COMMON 6" EDGE/12" FIELD GABLE ENDY�4ALL RAKE OR E TRU55 W/0 RAKE OVERHANG 6 b 6 b b 6 b b 6 b 6� 63 63 63 63LO GREATER THAN I" IOD COMMON I6D COMMON b" EDGE/b" FIELD THREE SECOND GUST WIND SPEED (mph) 85 q0 100 I10 120 130 140 150 GROSS SECTION END VIEW DIAGONAL BOARD :SHEATHING NUMBER OF BD COMMON NAILS OR IOD BOX NAILS IN EACH END BOARD SHEATHING I"Xb" OR I"Xb" 2-5D COMMON 2-IOD COMMON PER SUPPORT ROOF PITCH ROOF SPAN (FT) OF 1 1/4" STRAP1,2A4Ab,'1 I"XIO" OR WIDER 3-BD COMMON 3-IOD COMMON PER SUPPORT SHEATHINdO 51ZE RAFTER/TRU 5 SPACING MINIMUM NUMBER S E COMMON NAILS - �,IZ I2 I I 2 2 2 3 3 4 (INCHES, O.G� OR IOD BOX NAILS PER SUPPORT 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL 16 I 2 2 Z 3 4 4 5 IX6 OR IXPB SHEATHING 12-Iq.2 2 2 2 2 2 2 2 2 EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN H16HER 20 2 2 2 3 4 4 5 6 IXIO OR LARGER SHEATHING 12-Iq.2 g 3 3 3 3 3 3 3 SHEAR CAPACITIES, NAILING REOUIRMMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 24 2 2 3 3 4 5 b 1 GEI ALTERNATE CONNECTORS,SUCH AS ;SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH 2g 2 2 3 4 5 b '7 8 JOIST 32 2 3 3 4 5 "1 8 q E`.- NAIL SPACING AT PANEL EDGES (IN) 2 - WHEN WALL 5HEATHIN0 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER 36 2 3 4 5 5 '7 q _ F.- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT ► FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDINB 3 - CORROSION REE>I5ANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE PERMITTED, GHEGIC IBC 4:12 12 I I I 2 2 2 3 3 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT 16 1 1 2 2 2 3 3 4 REGUIREMENT5 SHALL BE USED. FOR ADDITIONAL REQUIREMENTS 20 I 2 2 2 3 4 4 5 2 TABULATED 12 INCH D.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 24 2 2 2 3 3 4 5 b FRAMING MEMBERS WITH G 2 0.4q. FOR FRAMING MEMBERS WITH 0.425G<0.4q, THE NAIL 26 2 2 3 3 4 5 b 7 5PAGING5 SHALL BE REDUCED TO b INCHES O.G. TABLE 3.4A 32 2 2 3 4 4 5 6 -t 3 TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION REGUIREMENT5 - EXPOSURE B 36 2 2 3 4 5 6 -1 6 FRAMING MEMBERS WITH G >- D TO FOR FRAMING MEMBERS WITH 0.42<G<0.4q, THE NAIL p SPACINGS SHALL BE REDUCED TO 4 INCHES O.G. (PRE5CRIPTINVE ALTERNATIVE TO TABLE 3.4) 5:12 12 1 1 1 1 2 2 2 3 4 TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS 16 1 1 1 2 2 2 3 3 FRAMING MEMBERS WITH 6 2 0.4q. FOR FRAMING MEMBERS WITH 0.4256<0.4q, THE NAIL THREE SECOND GUST WIND SPEED (MP1H) 55 qO 100 tl0 120 130 140 150 20 1 1 2 2 2 3 3 4 SPACINGS SHALL BE REDUCED TO 3 INCHES O.G. 24 1 2 2 2 3 3 4 5 5 TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B RAFTER/CEILING JOIST WALL NUMBER OF SD COMMON NAILS OR IOD BOX NAILS (TOE NAILED) 12,3,4 22 2 2 2 3 4 4 5 b SPACING (IN) HEIGHT (F7r) REQUIRED IN EACH RAFTER AND/OR GEILIN6 J015T TO TOP PLATE CONNECTION 36 2 2 3 3 4 5 b "I N TABLE 5.11 12 e 2 2 2 2 3 3 3 3 6.12 -'1 12 1 1 1 1 2 2 2 2 WALL SHEATHING AND GLADIN6 ATTACHMENT REQUIREMENTS FOR WIND LOADS - EXPOSURE B CLIENT PENNEY 10 2 2 2 2 3 3 3 3 -J (fj I I I 2 2 2 3 3 THREE 5EGOND &U5T WIND SPEED (Mph) B5 q0 100 120 130 140 150 FLOOR DATE Ib ® 2 2 3 3 4 4 4 20 I I 2 2 2 3 3 4 � 10 2 2 3 3 3 4 4 4 24 1 1 2 2 3 3 4 4 JOIST 8 3 3 4 4 5 5 5 5 1 2 2 .�. 3 4 4 5 STRUCTURAL SHEATHING 24 32 2 2 2 1 3 1 3 4 5 5 10 3 3 4 4 5 5 5 b 2 2 2 4 4 5 b E F E F E F E F E F E F E F DFZWN BY RB I PRESCRIPTIVE LIMITS ARE BASED ON /A55UMPTIONS IN TABLE 5.4 -1,12 - 12:12 12 1 1 1 1 1 2 2 2 2 TABULATED CONNECTION REC�UIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B 16 1 1 1 2 2 2 2 3 1 STUD SPACING MAXIMUM NAIL SPACING FOR SD COMMON NAILS OR IOD W GHK'D BY 3 WHEN CEILING JOISTS ARE INSTALLED F=ARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE RAFTER AND CEILING 20 1 1 2 2 2 3 5 3 SHEATHINIG LOCATION (INCHES, O.G.) BOX NAILS (INCHES, O.G)4 w 24 I I 2 2 2 3 3 4 DATE 2/IS/II J015T SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. I 2 2 3 3 4 4 LLj 4 TO AVOID SPLITTINE3, NO MORE THAN 2' TOE-NAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR GEILIN6 JOIST g2 2 2 2 1 SI 3 4 4 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 WHEN FASTENED TO A 2X4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. 2 2 2 -# 3 4 5 6 INTEfRIOR ZONE I6 6 12 6 12 6 (2 12 6 12 6 12 6 12 6 12 p REV15IM6 (n 24 b 12 6 12 6 12 b 12 6 12 6 122 6 122 6 122 F- I. TABULATED CONNECTION REGUIREMENT5 SHALL BE PERMITTED TO BE MULTIPLIED BY 0.-70 FOR FRAMING 12 b 12 6 12 6 12 b b 12 6 12 b 12 b 12 = NOT LOAGTED WITHIN 6 FEET OF BUILDING CORNERS PERIIMETER 2. TABULATED RIDGE CONNECTION LOA125 ASSUME A BUILDING LOCATED IN EXPOSURE B EDGhE ZONE Ib 6 12 6 12 6 12 6 6 12 b 12 b 12 6 122 3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF 24 b 12 b 12 b 12 b 12 6 122 b 1:2 b 122 4 122 J ASSEMBLY DEAD LOAD (0.6 X 10 PSF) 4. TABULATED CONNECTION REGUIREMENT5 ARE BASED ON 12" RIDGE STRAP SPACING, FOR DIFFERENT BOARD SHEATHING ¢ RIDGE STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATED MULTIPLIER BELOW: 5HEATHIMO 51ZE RAFTER/TRU55 SPACING MINIMUM NUMBER OF SD COMMON NAILS RIDGE STRAP SPACING (IN) 12 16 Iq.2 24 46 (INCHES, 0.0) OR IOD BOX NAILS PER SUPPORT ,• :,,� ^;.,�;.,; _ FLOOR f'. ".'yid':•::; ::;;::.. ;.: C.D MULTIPLIER I.00 1.33 I.60 2.00 4.00 IX6 OR IX:6 SHEATHING 12-24 2 2 2 2 2 2 2 2 JDISTOf IXIO OR LAR&ER 5HEATHING 12-24 3 5 3 3 3 3 3 3 >- JOB NO. 5. WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP 15 EQUAL TO I AND THE FRAMING 15 ATTACHED IN ACCORDANCE WITH TABLE 5.1, THE RIDGE STRAP AND ADDITIONAL NAILING E- NAIIL SPACING AT PANEL EDGES (IN) 11 -25 IS NOT REQUIRED F- NAIIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) �U 6. WHEN A COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOD COMMON NAILS REQUIRED I FOR WALL SHEATHING WITHIN 4 FEET SHALL THE CORNERS, THE 4 FOOT PERIMETER EDGE IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF BD COMMON NAILS IN A ZONE ATTACHMENT REQURRMENTS SHALL BE USED. A ND OF THE COLLAR TIE NEED NOT EXCEED THE 2 TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO SgTUD � SHEET NO. STEEL STRAP, OR THE NUMBER OF 12D BOX NAILS IN EACH E FRAHIN6 MEMBERS WITH 6 2 0.4q. FOR FRAMING MEMBERS WITH 0.42SG<O. , z TABULATED NUMBER OF IOD BOX NAILS IN A STEEL STRAP THE INAIL 5PAGIN05 SHALL BE REDUCED TO b INCHES O.G. 'I. 1-1/4" 20 &AGE RIDGE 5TRAP SHALL BE OF A5TM A653 GRADE 33 STEEL OR EGUIVELENT 3 FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO TYPICAL SECTION DETAIL5 DETAILS c BE 5055TITUTED FOR COMMON NAILS. Q A� 8 4 TABULATED NAIL SPACINGS A55UME A BUILDING LOCATED IN EXPOSURE B TYPICAL NIND UPLIFT CONNECTIONS � 80Fq LUG520 COIL STRAP ON EACH STUD �- JOISTS AS PER PLANIS (UPLIFT CONNECTOR - TYPICAL) _ WITH 12" MINIMUM BEARING ON °° STUDS °° °° MT530 - UPLIFT CONNECTOR STUD WALL ABOVE °1 °° HDUS (SHEAR CoONNEGTOR) WITH (TYPICAL) (12" MIN. BEARING ON STUDS) DMIISN LM46TH - ° (12' MIN, WARINO ON RAFT[=RS) NOTE: 5/8' VIA. THREADED ROD 5HEATHING AS PART OF SHEARWALL 6" °° �� THROUGH BOTTOM PLATE z SEGMENT (5 W.S.) WHERE NOTED ON FLOOR ° THROUGH TOP PLATES OF FIRST ALL STRAPPING TO BE INSTALLED Ib" LU O.G. UNLESS OTHERWISE NOTED O �� . FLOOR AND CONNECTED TO � 9 = 1-1/4 x 20 GAUGE STEEL COILED SECOND HDU5 INSTALLED ON ° PLAN SHALL BE CONTINUOUS FROM SILL TO • _ STRAP #G520 A5 MFG'D. BY TOP OF FIRST FLOOR DOUBLE I- TOP PLATE OR ADEQUATELY BLOCKED AT A CONTINUOUSLY CONNECTED PATH MUSH C) • .U0I0'1`6 bd GAMMON NA160 0 0' 04, INPOE 81MF'6®N (12" MIN, BLEARING ON M ',. CTUD Sri PROVICOCP FKOM THS STUD TO THE AND FIELD, STUDS) HOLD DOWNS REQUIRED AT ALL FOUR GIRDER BELOW MT530 - UPLIFT CONNECTOR t � o CORNERS OF STRUCTURE UNLESS (TYPICAL) ALL STRAPPING TO BE ° A35F MIN. IS GAUGE PLATE ALL STRAP STOCK NUMBERS SHOWN v _ OTHERWI5E NOTED. SEE GON5TRUCTION •° .° CONNECTORS a 12" O.G. MAX. ARE FROM "SIMPSON STRONG TIE DETAIL • INSTALLED 16" O.G. (SHEAR CONNECTOR) ALL CONNECTORS" Q SOLID BLOCKING 60 STRAPPING TO BE INSTALLED 16" O.G. UNLESS OTHERWISE NOTED PLYWOOD SHEATHING WITH 8d COMMON °0 °` #TRAP X GAUGE STEEL COILED L�J A CONTINUOUSLY CONNECTED HRA STRAP WRAPPEDD UNDER SILL AND OVER NAIL5 0 12" O.G. IN THE FIELD AND 6 6" ° '° : PATH MUST BE PROVIDED FROM STUD WITH 12" MIN, 5TUD5 $FARING � ° O.G. ON THE EDGE - ONE H2.50 STRAP EACH SIDE OF °° THE STUD TO THE GIRDER ( � C� J015T WITH (3) 8d COMMON NAILS ° BELOW. V , LLj 51MP50N STRONG TIE' T82Z - HOLD DOWN (1 0 EACH END OF STRAPS AS AT b'-O" O.G. MAXIMWM T MFG'D. BY SIMP50N (UPLIFT CONNECTOR) 8SH ANCHOR BOLT z L1J = ALL STRAP STOCK NUMBERS WITH 3" X 3" X I/8" WASHERS SPACED ® � 2" X FLOOR JOISTS SHOWN ARE FROM "SIMPSON STRONG TIE CONNECTORS" OF E O.G. AND LATE,SPACED WITH 6" L 12" '•�%�� OF EACH END PLATE. ANCHOR BOLTS 0 SHALL HAVE A MIN. EMBEDMENT OF "I" O JOIST BRIDGING AT TYPICAL SECOND FLOOR TO EXI5TINO FIRST 0 SHEARNALL SEGMENT DETAIL OFFSET NALL AND FLOOR DETAIL FLOOR TIE DOWN METHOD TYPICAL NALL CONNECTIONS 81-O" 0.0. MAXIMUM'( S NOT TO SOAL@ G D NOT TO SCALE: E 'GC A NOT TO BGALE NOT TO SCALE: (NOTEI RETRO FITTING OF EXISTING STRUCTURES WITH NOT TO SCALE STRAPS IS NOT REQUIRED WITH EXCEPTION OF COIL STRAP) (: LU TOP PLATE TOP PLATE 5PLIGE LENGTH 15PLIGE LENGTH 1 - 4'-0" MIN J 4'-0" MIN 110 MPH FASTEST MILE 2" X4" CONTINUOUS C BLOCKING a 4 5" O.G. MAX IN FIRST TWO WIND SPEED FRAMING SPACES AT EACH END WALL HEIGHT UNIT LATERAL LATERAL BRACE ® -O FT FRAMING LOADS 0. CEILING JOISTS FLOOR FRAMIING ® 16" 0.0 8'-O" IT r FLOOR 10'-O" 213 A35F FMIN12'-0" 24q . IS GAUGE PLATE CONNECTORS (2) IOd NAILS �U) J015T5 14'O" 284 1 ° T (10)' 8d NAILS t-1 ® 12 O.C. MAX, (SHEAR CONNECTOR) I 51-7 I ALL STRAPPING TO BE INSTALLED I6" (2) IOD NAILS LUr 18'-O 550 G520 COI_ STRAP - UPLIFT CONNECTOR ON 20.-O" 383 I EACH !STUD WITH 12" MINIMUM BEARING ON O.G. UNLESS OTHERWISE NOTED NAILS a 511 T GABLE END RIM _ Y`0- END-� I EACH !STUD (TYPICAL) :0 JOIST WALL 1.TABULATED FRAMING LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.85 FOR FRAMING NOT LOCATED EACH WALL STUD SHALL BE GYPSUM BOARD vN -0 WITHIN 3' 'OF CORNERS FOR BllILDINFf LESS THAN 30'-0"IN WIDTH(Vy),OR WITHIN W/10 OF CORNERS FOR ALL STRAPPING TO BE INSTALLED W' O.G. CONNECTED TO THE GIRDER BELOW U ®• ° WITH BY ANY OF THE STRAPS SHOWN 2" X BLOCKING AT LAST TWO t- BUILDINGS GREATER THAN 30'-0" L WIDTH. 2.TABULATED FRAMINS LOADS ARE SPECIFIED IN POUR-)5 PER LINEAR FOOT OF WALL TO DETERMINE A GONITINUOUSLY CONNECTED PATH MUST BE 0 MT512 (UPLIFT) ABOVE. A CONTINUOUSLY CONNECTED CEILING J015T BAYS CONNECTION REOUIREMENT5,MULTIPLY THE TABULATED UNIT LATERAL FRAMING LOAD BY THE MULTIPLIER FROM TH T THE GIRDER CONNECTOR TYPICAL AT PATH MUST BE PROVIDED FROM THE 2" X 4" BLOCK NAILED TO EACH CIO) 8d NAILS -Z 2" X BLOCKING FULL THE TABLE TABLEBELOW CORRESPONDING TO THE SPACING OF THE CONNECTION. PROVIIDED FROM E STUD O DEPTH OF J015T BELOY�N. EACH LAPPED JOIST) STUD TO THE GIRDER BELOW. BRACE WITH (4) IOd NAILS 16 Iq.2 24 ENDWALL 5TUD5 M 0 CONNECTION SPACING 12 ® ' PS'120 5d COOLER NAILS ® '1" O.G. INTO BLOCKING 0 (STUDS AON5IN IN'-�-M ALL VTRAP STOCK NUMBERS SHOWN ARE ALL STRAP STOCK NUMBERS SHOWN I 0w 5/8" MIN. T86 PLYWOOD FLOOR MULTIPLIER 100 1.33 11.60 FROM "51MP50N STRONG TIE CONNECTORS" ARE FROM 'SIMPSON STRONG TIE 1-1/4" X 20 GAUGE STEEL COILED STRAP C- SHEATHING GLUED AND 5GREWED CONNECTORS" #0520 A5 MFG'D. BY 51MP50N WITH MIN. (1 �d) WITH STAGGERED JOINTS 3.TAR ATE12 FRAMING LOA05 A55WE A MEAN ROOF HEIGHT OF 33'-0'.FOR MEAN ROOF HEIGHTS OF 15'-0" 12" BEARING ON STUDS WITH (10) 8d NAILS u OR LE15,THE TABULATED VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY ObO. \ Q 4.YdH_N CALCULATING LATERAL LOADS FOR[YIDS OF IEADERW&RDERS,MULTIPLY THE TABULATED UNIT LATERAL LOAD BY I/2 OF THE HEADER GIRDER SPAN(FT) O GEILINO AND FLOOR TYPIGAL CONNECTION DETAILS FLOOR JOIST LAPPED BRACING AT END 1�NALLS TOP PLATE 5PLICING DETAIL /� AT SECOND FLOOR LEVEL OVER BEAM DETAIL CEILING BRACING AT GABLE END 1NALLS, I IN) NOT TO SCALE F NOT TO SCALE v NOT TO SCALE H NOT TO SCALE I NOT TO SCALE J Q Q Jo ROOF FRAMING C52c0 COIL STRAP (UPLIFT CONNECTOR - MT530 DOUBLE TOP PLATE TYPIIGAL AT ALL KING STUD TO TOP PLATE MFG'D. B EACH PORCH ROOF RAFTER AS L BY SIMPSON � GONINECTIONS) 12" MIN. BEARING ON STUDS L/3 L/3 TOP PLATES ALL STRAPPING TO BE INSTALLED I6" O.G. ONE H2.5a STRAP EACH SIDE OF JOISTzw D/3 MAX. UNLE:::: OTHERWISE NOTED. A CONTINUOUS WITH (5) 8d COMMON NAILS 0 EACH END -- I \ IUO GONINEGTED PATH MUST BE PROVIDED FROM 1>1OF STRAP AS MFG'D. BY SIMPSON THE STUD TO THE GIRDER BELOW. ALL STRAP - WZ D/6 MAX. NO NOTGHES D PERMITTEDD/3 MAX. BORED HOLE MAX. STUD STOcGK NUMBERS SHOWN ARE FROM *SIMPSON ROOF/CEILING BEAM - SEE PLAN FOR SIZE W 0 DIAMETER 40 PERCENT I EADER �N OF S"UD DEPTH STRCONG TIE CONNECTORS" AND TYPE MTS50 UP F AG4 STRAP AS MFG'D. BY 51MR50N EACH D/6 MAX. CONNECTOR AT G`a2==� COIL STRAP (UPLIFT CONNECTOR - �--�TYF ii pLi�, 5/8 IN. MIN. TO EDGE EACH RAFTER AND C %L AT ALL HEADER TO JACK SIDE OF P05T AND BEAM / 5/b N. MIN. TO EDGE STUD (TYPIGAL) GOtdWNEGTIONS) 12" MIN. BEARING ON STUDS ALL STRAPPING TO BE INSTALLED Ib" O.G. y F°LOOR JOIST - CENTER GUTS 4•C KING 052t0 COIL STRAP (UPLIFT CONNECTOR - UNLE55 OTHERWISE NOTED R&IVE SNOW FEWX AND BALES OF HAY TYPIIGAL AT ALL STUD TO BOTTOM PLATE ALL AROM TRFE5. * •7 STUD AND> RIM JOIST GONNEGTIONS) 12" MIN. TREATED ACQ WOOD POST. 5EE FLOOR 0/4 MAX. O UPLIFT NOTCH MUST NOT EXCEED BEARING ON STUDS PLAN FOR SIZE AND TYPE ; U 25 PERCENT OF STUD CONNECTOR o DEPT-I REQUIRED HDU°5 (UPLIFT CONNECTOR) WITH 5/5" DIA. o A5U44 GALVANIZED STEEL POST SADDLED tr. ,a.. CC D IF HOLE IS BETWEEN 40 PERCENT THREEADED ROD EMBEDDED 12-1/2" INTO AS MFG'D. BY 51MP50N {_ - f AND 60 PERCENT OF STUD DEPTH, GOMCRETE WITH "SIMPSON" ET (HIGH THEN STUD MUST BE DOUBLE AND NO STRiL,,3TH EPDXY ADHESIVE) AND FOR BORED HOLE SHALL MORE THAT TWO SUCCESSIVE 5TUD5 NOT BE LOCATED IN THE ARE DOUBLED AND 50 BORED TEMIP.'5O0 F TO 40°F USE 'SIMPSON" AT (HIGH EXISTING GRADE :r Y D/4 MAX. SAME OR055 SECTION OF 5TREEN6TH ACRYLIC, ADHESIVE) (TYPICAL AT FLOOR JOIST - END CUT5 GUT OR NOTCH IN STUD CORNERS OF BUILDING, AT ENDS OF SHEAR POURED CONCRETE PORCH. SEE WAL.L5,AND EACH SIDE OF SIDE DOOR OR FOUNDATION PLAN WINCDG.•! OPENINGS OF 6'-D" WIDTH OR MORE) MAX. D FROM NOTCHING AND BORED HOLE LIMITATIONS FOR FRAMING AND UPLIFT SUPPORT EXTERIOR HALLS AND BEARING NALL5 CONNECTION FOR NINDON AND DOOR OPENING L PORCH ROOF 57RAPPINO DETAIL M TREE PROTECTION DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE D DOOR AND WINDOW HEADER ALL STRAPPING TO EBE INSTALLED Ib" O.G. FASTENING SCHEDULE 0/3 MAX. A CONTINUOUSLY CONNECTED PATH R0U6H OPENING FRAMING KEOUIREMENTS FOR WINDOW ti MUST BE PROVIDED FFROM THE STUD OPENINGS(IN AGGORDANCE WITH WOOD FRAME TOP PLATES TO THE GIRDER BELLOW, GONSTRIICTION MANUAL 2001 EDITION) RAFFTER/CEILING J015T5 (RSO21.1) NOTATION A B G D E P © 2 0520 COIL STRAP (U)PLIFT CONNECTOR - ROU6H OPENINGS STUD BORED HOLE MAX. TYPICAL AT ALL HEANDER TO JACK 2'-0" 2 (1)2"X 4" 1 1 1 1 ti 0 CONNECTIONS) 12" MIIN. BEARING ON 4'-0' a (1)2"x a'• 2 2 2 2 s DIAMETER 60 PERCENT STUDS 6'-0" (2)21 x a• ° HDU5 (UPLIFT CONNECTOR) WITH 5/8" VIA. © O OF STUD DEPTH MT550 UPLIFT CONNECTOR (TYPICAL) 6 OR 5 5 5 5 c THREADED ROD EMBEDDED 12-1/2" INTO 5/5 IN. MIN. TO EDGE (1)2"x 6• c c CONCRETE WITH SIMPSON' ET (HIGH 6'-a' (2)2•x 4' o e STRENGTH EPDXY ADHESIVE) AND FOR D/3 MAX. G520 COIL STRAP UPLIFT CONNECTOR - 6 OR 5 5 5 5 o HDUS TEMP.'S O°F TO 40°F USE "SIMPSON" AT ti OB NOTCH MUST NOT EXCEED TYPICAL AT ALL HEP�rDER TO JACK CONNECTIONS) 12" MIIN. BEARING ON 101-011 to (2)2•x b• a a a a (HIGH STRENGTH ACRYLIC ADHESIVE) 5 s s 40 PERCENT OF STUD DEPTH 5/8 IN. MIN. TO EDGE STUDS 12'-0' 12 (2)2•x 6 s a s a (TYPICAL AT CORNERS OF BUILDING,AT NOTATION, ENDS OF SHEAR WALLS) A-NUMBER OF 6d NAILS*EACH END OF STRAPPING(TABLE O2 ti HDU5 (UPLIFT CONNECTOR) WITH 5/&" VIA. 5.1,PAGE 151 1 TABLE 6A PAGE 516) PRESERVATIVE-TREATED BARRIER a NOTE: Z 15 MEASURED AS A B-NUMBER of SILL STUDS-ON FLAT(DOES NOT APPLY To BORED HOLES SHALL NOT BE THREADED ROD ENIB3EDDED I2-I/2" INTO DOORS)(TABLES 5.2515,PAGE 1115 0 HORIZONTAL PROJECTION ON CONCRETE WITH "SIMhP50N" ET (HIGH G-NUMBER OF FULL HEIGHT KIN$STVD3*EACH SIDE OF THE BIUILDING ROOF AND LOCATED IN THE SAME GROSS HEADER(TABLES 5.25G,PACE Iq5 PIPE OR CONDUIT SECTION OF GUT OR NOTCH IN STRENGTH EPDXY AE�1-1E5IVE) AND FOR D-NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT 2 0 WALLS. TEMP.'S O"F TO 40°P USE "51MP50N" AT ( 6 KING STUD END HEADER EACH SIDE(TABLE 5.1, STUD PAGE 151){(TABLE A,PAGE 316) -+�'c4••� �. 5 ' 2 IN. MIN. FROM TOP (HIGH STRENGTH ACFZ.YLIC ADHESIVE) E-NUMBER OF JACK STUDO*EACH END OF HEADER OS 2 CLIENT PENNEY AMC) ESOTTOM OF JOIST D (AGTUAL DEPTH) (TYPICAL AT CORNERS OF BUILDING AND (TABLES 5.22F,PAGE 1-11)ASSUME DOUBLE HEADER F-NUMBER OF Ibd NAILS END-NAILED THR0U614 ADJACENT AT ENDS OF SHEAR IWALLS) JACK STUDS TO END OF SILLS)O EACH SIDE(DOES NOT 5 DATE APPLY TO DOORS)(TABLES 5IS,PAGES 151){ (TABLE 6A, NOTGHINO AND BORED HOLE LIMITATIONS FOR PA6E516) 5 5 GUTTING NOTGHINIO AND DRILLING INTERIOR NALLS AND NONBEARINO HALLS NINDON AND DOOR OPENING 00 NNEGTION TYPES HOLD DONN DETAIL p ti DRYJN BY RB NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE R � GHK'D BY W T IQF-E SECOND 0J5T QY DATE 2115111 AND 8 q 5 0 100 110 120 150 140 150 (w e DUAL SLOP ROOF W D:f REVISIONS NO 5TRAPPING REQUIRED ABU44 POST BASE WHEN COLLAR TIES ARE I6" ASSEMBLY ` • ' � `-,f-FATWNGLLY-,'4TIQJ' SUCTION PRESSURE (PfSF)' � ZONE 1 13.4 15.0 0.5 22.4 26A, 1 31.2 56.2 41.6 = O.G. CD WASHER SUPPLIED WIT ZONE 2 25.8 28.q 35.'1 43.2 51.4 60.4 '10.0 80.4 � 2" X 4" COLLAR TIES 16" O.G. ASSEMBLY d ZONE 3 33.1 3?.8 4b.1 56.5 6'7.2 -18.01 C11.5 105.0 J 1/3 DOWN BETWEEN RIDGE m a6 ZONE 3 OVERHANG 41A 4-7.0 56.0 '70.1 83.5 q8.0 113.6 130.4 J AND CEILING JOISTS 1/2" GALV. ANCHOR BOL • . �; Q (MAXIMUM HEIGHT ABOVE IMBEDDED IN POURED ZONE 4 14.5 16.2 20.1 24.5 2a.q 33.q Bq.5 45.1 ++ ++ ATTIC FLOOR NOT TO CONCRETE SUPPORT PIER a 0... ' ZONE 5 1-I.41 1 20.1 1 24.8 1 30.0 35b 1 41.8 1 4e,5 55.-7 EXCEED 4'-5") SIMPSON STRONG-TIE F- POURED CONCRETE PIER SIMPSON STRONG-TIE AC WITH HTS INSTALLEED ECCQ-SDS2.5 VERIFY WITH POST I. THE DIMENSION, Z, 15 MEASURED AS 10% OF THE MINIMUM BUILDING DIMENSION, TO JOIST. INSTALL Hl'S ON BACK SIDE OF AND BEAM SIZE SIMPSON STRONG-TIE SIMPSON STRONG-TIE BUT NOT LF-55 THAN 3 FEET. BEAM. VERIFY WITH SEAM AND POST SIZES TYPICAL 2HD FLOOR DECK CBSQ-SDS2. VERIFY WITH POST SIZE LUS - VERIFY WITH JOIST SIZE 2. TABULATED FRAMING LOADS A55UME A BUILDING LOCATED IN EXPOSURE B k. JOB NO. TYPICAL JOIST HANGER COLUMN CAP CONNECTION TYPICAL COLUMN BASE CONNECTION TYPICAL JOIST HANGER WITH A MEAN ROOF HEIGHT OF 33 FEET. FOR BUILDING5 LOCATED IN OTHER CL I I - EXPOSURES, THE TABULATED VALUES SHALL BE MULTIPLIED BY THE (D APPROPRIATE ADJUSTMENT FACTOR IN TABLE 1.1 25 U ROOF RIDGE DETAIL F05T BASE DETAIL TYPIGAL DECK DETAILS ROOF AND NALL SHEATHING SUCTION LOADS \ / Z SHEET NO. NOT TO SCALE � NOT TO SCALE � NOT TO SCALE NOT TO SCALE Y -IAOF�9 Q R' TJP `9 N C - BUILDING DEPARTMENT NOTES c j z D D NgIMD► IwRVh R of. 11trT1DON11�Hg1 x �� Lci 0 � y 61NRpfOMPOID9D CLAM O 16A„E.H.-� I,YIH0.K N1N1710'CfdMR/ 11RL' f11OK1Y MD � z �Uj IDRMD/CWI. PTA PIPN-W MATTHT�U'CK9 NEW YORK ,w �D mD.P.R..,u W1.B•1VDiOIHWf p Q LYAT•a1NRANA L\ _ GONSTRUC TION NOTES THS PRO.RCT OOTOICOWS TO TM 2040 MISCOM17AL CODS OP TM ISTATIS OP POW YORK coeuL/�groRwlaRr/omulaMvblRAnwomucwnw�mT�9on �J � �i H0�09LLcobea ifQMAaQIOR7IRK U J Lu ONE&TOR MILL NARY MR ALL L0167RG1g1 DDQed19�CGMiRAGTGR WALLPRDPQLY G✓�TIFED NO IKBC'�PLR LN0!!m " r`- IAA 'Ay, LJJ THE ONTRAC. AS bELF1.1IO DT DAMALL 6TF.NORAW D(TBRIOR lTADWU79 SAIL R RtOSICED WIN A,MARS TO ILLNeNAT!M biA1tl)IICIJ M LUDIN6S ND 7RFADS.Nf@l10R 4TAIW WYd' L BE FPDVICED Mnl AR JJtTIFIWL LI6NT 6WRL!lll'wTED N T!E MEDIAfE VCN7Y OF EALX DOIDf 9YeAt.S DRAV165.FOLLOW DI'QSCITS AS SIIP/LCN 01W1HIMOS. LANOW OF THE STADSAY.FOR NTEMOR STAIRS M ARnFTUA LENT Sn¢isa SHALL HE CAPABLE OF ILLLMN►TN!TREADS AID 00 W Q ALX ORM B SONGSTER OR M CFI AS SWATH N DV SDIA �� LANDDA'BS TO LhW NOT LESS THAN I TOOT-CAMM to LRDO MRAAIBD AT THE 015M OF TIRADE AP LAFPFGS E)CTBWOR STAIRWAYS ODIOt�T 6MY""I L M NolPOODR OF ALLOIHCI SYST&A SALL COW"Ti!M STM TO THE=DO RV AID SIKI. SCOPE BALL 4bTANNOPAY ALL FCAINSO ADTIMlT'CR U12.IT61MGM PIER THE PROACCT MUPTMRM MLLPNS PROVDE FMW-496 NYLATIO RLS VAPOR BARRIER IN MALE,,URNSS."M AV WHERE MOP®ON ORAMNG4,/AWNS UtLIIG SHALL BEFWVIVED MTN AN AWIFlCHAL LIGQ SORCE LOCATED NTHE MEDIATE VICINITY OF THE TOP LANCING OF THE xMAY. W ATE ON Tit Qr5M OF TIE MOM DOW6T OGT IEMNATMWALL M N ACWFWACE NTH M CINSI MMVLPAL7NER9 00VTR SET'®I BARAOE ABED MOLT£FOLLOW HINMFAACTURERS NST YIDS FOR PROFS ISE EXIBROR STAILDAY8 PROVIOM ACCESS TO A BASEMENT PROM M WSW MADE LEVEL.9MAU�M PROVIDED MTX AN/RHffX2AL LLBX7 TbTN1NI0Y fISTRGT101S.b0FEE6 HALL RIOT N CQ1lG7IOAi M OGT TTS'D6ATgL PAWNER DIGS STALL N E7lIm MRN A SRPAE LOCATED IN 7N!M�IATE YICNtt OF M DOTTR7llW7N3 OF n!9TNIOAY. MCXDRAP7 DAWM PIDWL TRNdMN PGA WE)ro COAMT M DRYER W M OQMIBT MY 6YSTM SHALL W LN1m To Wag PM SHALL Comm TD ALL IDES AND REQLATOND OP AFFPLFRUiC AABISM HAV11B JIWSOOnom E?Yd� M MALL OR TDOa ATIpLN LDt9M TN%I561H OR A kODmPef01 HALL NN EWSM 25 NET PROM M MIER LOCATION W COITRAMM SHALL ROVE ALL OLINSTTWGTWHI OED45 FROM TIE.O8 517E AD LEAVE THE FACILITY N A EROCIR CLEAN C01011101 ALL OL.AIS` BE TIMIS LY CLEANED AT THE CAIELETILN OF MTRICTTPt ANY PANT 6946 AND OR CO61MG71OM MARLS SHALL BE b L TI ORAL USH Lf6HT A 0 L S HOT OMTL ATM TOP AND SOIiGM CTIOIL,PWhOlD AN ` REMOVED FROM ALL FN161®BIEACB ODORS AW M0 6 SHALL M COMPLETE AND BALL INCLID!FRANES TWH6,WEISON.AEA SLM STOOLS CABBIES,sf�V MI}ICIN.L WTY SCLR(d S LOCATED DRELiLY O'ANL[ALAI bTAWUY 9SCIlON v 2.aP/CR-0=FW 0t4 AV.Y 9MII10 NOT BRPLW XITH 957NCAL POQ N AGCORTAGE THS DAM 15 LOCATED N A OO IBEX NN7 M AND IS DESMP N AGOOICAU NTH M 20I0 RESIDENTIAL CODE OP QW YORC IWWWARL ELL STATE AND TC HM IRA!GMTRGTIOP IlAXU+rGH 22Ql IOTION KW OE,AND 000lOR DOM SHALL N AM ATELY FLASEP AT LEADS AND PRCFBW.Y CNLATD AND MATEBTWPPW.ALL Y/ SITE NOW,CLEAR AV 6NB CO51NG1101 AffA Of ALL ORRSAML MAT9DAL AND FILL MM CLEAN SAID TO RNAIM OF BOTTOM OF BLATNG SMALL SEL04-P DOE"NEO.ALL WIVO6 TO BE ANDOtlPL OR ENAL THE CONTROL!yR ACTNA7IPI Q'MRSQIL<TD NRRIOR STAIONY IIBMNB SHIRK.RALLSBS0.EAiM7OP ATO DOnOM OPEACN LACOO PRAM PIOOILS,AALLS ND ULPtlS HALL ARM M MMIORD WO BMW"tUMANt MIW OF 1O M"IMS1AI= UJ SLAB.UI PALE MATHLWL,WAY BE l®FOR FILL.O LANDSCAPED AREAS OF TIE MITE PILL NR"IT i0 THIS SEE SHALL BE TOR STAIWAY MMMY TRAVOL>INS AK ORES THE LLIMKA710N LP OTMIOR STAIRWAYS SHALL R CQKMaV PROM NODE TIE DWML ON Tit WJN NXINWBL!OF THORMAL IHALHTICK CO TA'INMTED WL IDLY N MW SOR6E DEBITS AREA/$CART ABOVE,AND ANT. 2. W ORS MI DO TA SSW DO WALL MVEAIYJLAOt NWRATIOY MTNOO.OB CM PM OOVR FOOT OFmXM A NA 0EEN9 �� PMSN A PLACE M STORA6S FOOM PANTm HOOD STWGTIRAL PAIMA%%'us DOM SHALL R INFILTRATION RAVE A NAc INFILTRATIONMR TRATION OF O!QPI PER SWAM I=OF DOOR AREA fdMN2 n0C1005 MYTH A TYLMIWM SPAR OF O FT.FOR ALL GLALED OFEHo65 AT ALL MWht PANELS f S.ALL FSMLWAS HALL BE PROAM ATH A DAMPER FOR Ob=C01ESTON Alt bO'XO W.ALLFIJBBIWLRALLTIBMTBAIIO AL KLIDATIOLNWIb AW F001N65SULL BECASTONEOLDAPPRO MAR56bO SMCINMTMTMAMK"DBYMOF SIC' 91WLBERELIITTOLOVERMf,MT.EOCPERSDS NTN 7-I!J'WfiC7ENi.16'O.G.FOR SPAW<♦ LLISMS THAT ALOi OONTD11OSiY ILL1A4ATED OPi AROATGNLY COMFOl1®. yypq NM AMYL AM LENCA4 OF 20 CfM,ALL FIREPLACES 01ALL HAVE TWIT-FITYM M 40MEMME wom ®qi 9tADE,GOL PAWL BEOD6IUBEDVFb1160L PLI7'OACa FOR SPARS+/Pi.AID 1'Of,.FOR SPANS M0 Ff.STALL FOVOY& 2.OMHi�FERAIM OE-FAMUPAPILIGS NOT W nW WITH ELEOUCk POPERN 4.MCWIR470K SMELL UNT M DOWN SIZE AMP TYPE OF NOLAWZAL MTD9 N1PIMIL M Lao.Rswm[BR RTAL AS ACOODNRCZ 161N bEOTd R79O! ALL MWATON MAUS ND PT6S SHALL M FWW C CREM IL ALL T M ST NUD1S BEAP45TA 9.ALL TMRDStATSSiNLL BE ADJbTApE PROM 56 12E5R@5 T00S Dt61M5 FAMI®MPSi. IILE95,I171i1 ODHINg.COLCiE7E 91Aa4 SHALL M 4'TNOIL SET 0114'119GL 6MVFL OW,MNFEW RSER MEIOM PER PDH53J-M MABMM Rom!HEW SHALL M 6 W NOES 0MOV.THE RPSIER SHALL LE IEJNIED VERTICALLY 7 WAG CONI 01t SKI.VOW WAY LM UNfAIATGLs 6'X I,OTO NSDIO MIS IE9H FEo10RONb. PROVIDE FIRE STOFPDHD A5 PERM 7010IMMTIA.COLS OF NEW YORK STATE FIRE STOP CONGEALED SPACES MIMN ML,CBLN9 PARTITION FLOOR STAR ATTIC OR CORNICE C01S7RICTION AID AROUND CM IEY,PIPE AND ODOR OFHSIGS N 51"C bUWT$CK GALL tMAL LEARNS EP.atiTP W THE IOJACENT IfTAD9.M OCAIE57 NSHR IEGNi MTI07 ANY FLLBNi OP B1A1T8 BULL N10i ERG®M 1HIS PRO.&C7,-a 2A000 PEP LOAD OGARMS ME5SUFat YMN.LFST BY MORE THAN SS INCH(IRS 1". BE FRE57LPPED OR FL LED m IITX MOTH LA9STBIE MATERIAL ro!REVERT M P,L56ABE OF FLARE,SMOKA Et1P_'1 AV HOT dAY9.FMB TREAD DEIPTNP PER F13IS 9?-THE KNKJM TRW P"SHALL BE S WAC6 071 W.THE TREAD DEPTH SMALL BE MASIM IRMA TABLE R401.4.1 STGFFII6OR FLL SAL R NODLAMASLE MATERIAL WHICH CAN SHAPED,PITTED AND PERMO LY SECLRIO N POSITION.PIPE STOP HOROONTALLY RTHmT TE VQ=TICAL RAIN OF W FCFZMT PROECTION OF M ADJAGSD 7ISAD6 AND AT A RI6Ni AWAE TO M TREADS LPADND WOE.M 6PEATBT TREAD DEPTH WITRR ANY FLGNT OF STARS SHALL TOT EXCEED M SMALLEST BY MM THAN SO 51AIEtt M'Y9 WARWEDAT M IOLAW lCClTOB, CONGEAL®VERTICAL,50 SPACES N WALLS AND W TBE C4SHALL F R NOW THAN DIE EACH FLOOR LEVELAND ATM CELNb O THE LANT OLNIID NAPE DOCK TYPE {,QAD-MAAR�VALUES p<PgRO{ATIOW SN7OILALSA BYrr T STORY,b 7FA7 SLTJI SPACES FUJ.IDT BE LONTNW FOR MOPS 1NA1101E STORY OR CAMLCUTE MM COGEALEp INCH M3lW.KNOM TREADS WALL HAVE A N XIM TREAD DEPTH OF N WhE4(754 MO ME WW AS Awn AT A PoNP 12 W4.0 O05 2,C AIM N ANY MNL5 ENC OEW A SO M I&SANA OR STPJW ROOM- v M IMME MTN SPACE N M FLOOR OR ADDY CORSIRA'TOR SPACE BETWEEN FLOOR MM NTH aljMS5 ATTACHED D1TY.TLY TOM 1 V FROM M 5DE MERE M TWEAD5 AFT NVROER W NXR TREADS SHALL HAVE A MKIN TREAD DEPTH OF 6 NOES M M AT ANY !.ANY MCC MINI O.OA A DOM- J75TS SMALL BEPF®TCPPED FORM HILOEPTHOPM JOISTS AT ALL POETS O' 5RA17RL TINDER SNPoRTED WALLS AV ROINT.ANN ANY FLESHY OF STAIRS TEWEAIEST MCMTREAD DEPTH ATM Q INCH COOS N9 MALC LIE SHALL 1Of DUED IE 4.ANY IDIA0WL PAMC OF CLASS NTH AK AREA GRE& M THAN W 91 FT.MEB M BOTTOMS CLASS,OF N7.A714tIAl. PER SCARE FOOT) Oti'A106 PARTITIONS HAV9G A REOMW FFE-RE5151ANGE KATPG 944MT OY NY7f2 THAN SS NCH PIS no. LIES THAN 1C ABOVE M A04NIMFNSH FLOOR M7101 SP Q M MIPOK �( 1.WJSN1NMULSOFSPAS.ROT%WCRDDL70RPOOLSMW/IF-O` FMATM- �l CRYSTALLINE BEDROCK I'ZOCi7 6.OLADENSTANAYSAWLAMnWbtrMY-O'NMEWALLYO'AMAICN/aWME! FIRE STOP RE FIJI STOPS AIM MIX YUOD FRAM WALLS AND PARTITIONS AT EACH FLOOR L.ISE AND SE Y F CEILBIB LNEW OF CA TOP AT LENT OW MVL-S11GItii3ONLICILLED CLOCHE CUTLET BALL W IWTALLa7 TO MtPMC LLVANAMON OM M ERTOW tm OF EACH BC'DIFBLTARY Ai01'OLIAT®ROfK 4Np00 STOW.WERE PBrE STOPS ARE NOT lV1FO,FBLTCMIY FRONDED BY THE 1EED,IBE GOJaT RT7®11pC09LCK4 OHfD00R BSMO ODOR IAVINSER/'OELEM ACCM SGLIDNS ORDCGR 85iESS DOORS PON ATUOW 6ARAGM NV MAOE7 <M� TODB Y7t APPLY E'MSOTYOM W/EQ M4A.O DTDRE 11WIf0'ASOVEMRO0. SANDY DRAM NV OR ORAVUL(OM NO 00 DPOo SANG Jim AS FRAH7NB 1@EEFB 6ARAaS MTN ELF47HNO POOL SAID,SILTY SLAG CLAYEY AND. AV BUY 6REL IHM SHALL BE A FLOOR OR LAHRM AT M TOP AND BOTTOM OF EACH STAIRWAY. ASIAASPHALT OR 174W SHALL HAVE S1NJWab SMPDOt SHALL R NtEWDUm13 AD SHALL GORY IAfI6 M IEON@EODQ' \ 1 IAND CLAYEY SNAVELBYLSP9NLECr1970W ]N000 SCM 6UTTERS*0 6Y O/EL�M AN)Stge M ro ORM AWAY P H LM PI WM RRYWLLS AS RR LOCAL MAI COLTS 142m E9CMiOO A PLOOR OR LMID5615 NOT IEOHI®AT M TOP OP ANYMM R 61C Of bTNlq PKOJOSD A DOOR OATH NOT SMWG r AS OVM M STAIRS. ALL PASTDHS FOR ASPHALT ROOF SINSLES SAL N 6ALVAM SOOT,STAILaAA IRK OR COFFER AWNS,LAL1 PASTOW CLAY,SAWY CLAY,BUY CLAY,CLAYEY ELT, NKTGB6,PRPYDEAPRL}lRLY�ILEDETDMU9T PAN.DBCJHAIRFBkS TOM OMR000RS A FUSHT OF STAIRS SAIL NOT HAVE A VERTICAL RISE CHEATER THAN Q FEET MW NW BETWEEN RCOR LEVELS OR LAWNBS. 'JYILLMMWMMQbM6e dA1R®MTHAHOYLM 9'6'PAMEAD,AD OP NRPCEITlEE1H>n FEiPATE 71POlK/MRODIM4 M NDTH OF EACH LAM MIS SHALL MY R LM TOM M 51AVW'NY 5CRVED.EVERY LANOW SHALL IONS A WIN"DIMI SKN OF 16 1AI0MAS AD M SEATHW9. SILT AND SANDY SILT 1300 ES N BATHROOMS,PROVIDE A MEDICINE GANNET AS GUMTED IO DAM 1NCAS O4 N9 HEA° ED N M DIRECTION OP TRAM OM.HUN AD O9 M10AOC S/P FFB COOL'bYPSMM BOARD ON GLLLI45 AADOYL FCAT16 LINTS Al01MAL.S AYIDV-7 PROP SIODLD SIMW.HAVE M MNMM TO®R?Pb75DB/6 I�i1�OY M MWlAC11IER (� FOR SL 1 POW PER SOAVE FOOT•DOM IJ M? y j �.J A R MM SOL TESTS A IEORW BY SECT10N R4O4 M L NLOAZLE MAXIMS LAPAGR5 OF M SOT.SAL R PAW TM M OMR AND CONTRACTOR HAVE MPTS2ONBIEU7Y TO CORY WITH ALL APPLICABLE CODES,LANE,RUS AND MMATO8471E HADRAL9 SA RA L R PCV ON AT LEAST M SIDE E OF EACH WNR KIN OF HEADS 0R R1601 WIN FOIR OR MOR LASERS. %MZ OR f�fASTENERS PER DDADDA SWRE M®CO®roM110O'NTHIIOIDD11M11FWl FA51DE5 PDte1TV n/ 1 RECOMBOATIOS (a1SMICTON OP THIS FIO MM A)TO VERIFY ALL OHM04 MATERIALS LAID M LOAD-BE ARSG CAPACITY OF M BOIL FIRM TO l�L D.l6EFB NPlAf2'.60R!)DTX AN ALIL/NIXE SBAeNAD CAPACITY OF lD96 tHVW U00 PSP ARE LD71Y TpRPIEbflR A1MSIl,M STARTOFNLONL ALSO,VERIFY ALLCCUMICIS FAR ADRCANLiTY.TAAPZHECTPLLLROYDWACWDLM9FMVSCNORD6PELTION I-NAMPRA.REI6NT,WASIMP VERTICALLY FROM THE ELOPED RIME APJMM THE DEAD HOSK OR FIRM AS'IALT SnP SDERASIMLL HMrE AFnowCF SR(61 FAORfEriRLedWLE MOCM[AVS IS 70 RR Ot NB16t A6pT SRADE 5 AMIEBEANIEILS MT CAPACITY WALLMAD SEARING IOACITY FLM6 THAN O TINS PRCLECT PNHG CQS7RGTIOL THE CONTRACTOR SHALL COPLY MTN THE OWTBL75 OF M SPECIFICATIONS FOR THU WVA41 OP RAMP BLOLSAL M NOF LDS THAN,34IHC!S(664 HW AND ROT PM THAN Sb ICH5(16SN9. ORNE!TIEOASENAD WEDSImPMOROEATUL DEW' 2WNUt=MU_-MAWKAU FOR STAIRWAYS SHALL R CCNTNLDTS P'OR M ALL LMTH OF M FLOIT,PROM A PONY PMOYLY P /ABOVE M TOP RER OF M PL6HT TO A PONE 01=TLY MOTE LOWEST RBOR OP M FLWM.HANPRAL ENDS BULL R RETI MD OR �J TABLE R401.2 SHALL TBIMSATE N NEWEL"76 OR SAFETY TERMINALS.MADRAILS AJACENT TO A WALL SELL HAVE A SPACE OF NOT LMO THAN I H ALL CO CREM PLDWC BOLL COFORM TO RMIRI M A P RFCOMEIDATIOIB CF AFMI-i T EW"TDS FORRA STTNN ►sow OPEOIPm fiOMREMLVO 07119mm C0160RS1C D"COS NW BETWEEN M WALL AD THE WORALS. COIGRER POt SULDH1Er RORPOWNS&M SAL CONODI IDA OIM A40 MADE 60 IA/ R0D1M 6PSCV W G01'PIQF6M eTtaCTN IYTJ A ACZ O[=TioN AW iiCmFGhn0N ALL 017KS ALARM)SHALL Be U61W N A=WA GZ NTH ILR717 NO MTA LW N Cva2B@ BSS SS, ALL S MM SAL CONFORM TOM 9=00C 1F1 OPM AMVNMATOD FOR H7MION PANWCATIOR ND POCTIOI or TYPE OR LOCATIONS OF CONCRETE AKORDAHR MIM M F RMSIOB OF THS CODC AD M FO OMMO PM WANQb BWR'GIT PROVINONS OP NPPA 12.DWSODID FIR L HANVRAILS SHALL R PEM7tt07 TO R NiBWW W BY A MIEL POST AT M TM STRGlNAL BYML FOR KIN.DINWS.STD SWL CWORN TO A51M A47X ME 501 AND A.50 CQmPTpwww ME&LISW IDEATE BETELS THAW SYSTCMS D15TALLM N ACCORMNCE NTH IEPA 17 THAT W2110 5MW ALAAE.OR ACOEOATION OF SMCM OCTMTOR AID Z M IPSE OP A VOLUR.T1WWT,51AKIM"AS OR STARTNS N08 SWL M ALLOM OM ALL LWTRGAL MM MPLL COFOWM TV IDCAL IWAD L 70 AT M LAYRATM IE3IQRGEDe. eNr WALLS. POAWTWSAW OIIEt YOADLER ]3pp ]3pp ]lOOC. AWELE NOTFIUTON OEM INSTALLED AS REWIRED BY TNS SECTION FOR 51O CE ALMA SHALL BE PER)CM.M N]SE CLD FIRE M LONEST TREAD. nMSE4W NOT ECI TO M WEATHERHRM A SYSTEM SAL PROVIDE M SA FO /8 E LEYU OF 001E DETECTION AND ALARM AS RRREO BY 7"SECTION FOR SIO AJAW'S N PR4'AOWCAIM FIREPLACES AND PLLC BALL M It.MROVOR M EVENT M FIRE ALARM PANEL S FolOVED OR M SYSTEM S NTT CZMMTW W A(BNTRAL STATCN /EtAl bMtlRTA OEYCTOR4 AND CNRR'N NMaDAOe DEICigS M ACCOIBAA"A N6N ALL HATE SANS IDLY.COOS RS]11mEliS SASO•ER SJ1eD NO DAIDDOM S/AOS ON NtADL BIGtrT ]300 2500 ]!00 G R701J LCY/ATCN.9EXE ALARMS 9WYL BE/6iN1®N M FOL1Af16 LOCATIONS, �,�mm M OMEN BALL MWIY Iqt BIENSGNQ M C0167RG7p11'17RIC 1D LaN! NTI M COMn1UCT 07AN NIS 6MR,1BE MON TLACS I.N EACH SlJ£M1G ROOM ' MOW MALE.PCLWATGR M4L5 EXTBAIIR MVlb 7300 DODOp DDOOV 7.OMVE EACR SSHtAU S15PN5 AFEA N M/PREDATE VICINITY OF M®N7O6. 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ALL WU S,PLUM AND C1SUM WWAYGIFX OR DONNE SAL N PATDm AV OR FINISHED TO MATCH USTG SIRPK2S DY.TEES SEOTOM SW.L R RSP OSSC POP,PPOTCCTOM OF ALL P 71M TO BEFIT!THAT ALL AR IN GOOD WOMOM ON JUTS I I-�✓ COMYLETOR ROAM AID TOICHM TOM OMERS SAnWACTOI FACTORY R K&W SPACE'S,WMAL CQhT1GSACOYBTICAL ALL MALLS AID COL/15T TO M TAPED AV DPAACIQED D WAY&PANT AS W MTW BY OMA R INSTALL MSnM RESISTANT OW W 6N TEJATENIA M.THAT NAY W DAMAISED MJO M PROWESS OPTIC WORK ALL MY ARIAS BA11Rxm%l PATER go9[T CORPARTICNT6 AND OTTER SMEAR ROOM SHALL BE PROVIDED MIN ACTS BSATE GLABNS AREA N HOOPS Vl> �� 1N.1.US TO BE BY TREE J016L 6ELR6U1 PACIFIC O{APPROVED ELUV. 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