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HomeMy WebLinkAbout34505-Z `QS�pF01A. Town of Southold Annex 3/16/2011 ®� coGg 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 34869 Date: 3/16/2011 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 470 Oriole Drive, Southold, SCTM#: 473889 Sec/Block/Lot: 55,645.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/16/2009 pursuant to which Building Permit No. 34505 dated 3/16/2009 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: nonhabitable accessory two car garage with storage above and 2nd floor deck with stairs as applied for. The certificate is issued to Hall, Steven&Hall, Cathryn (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Ap&hed S' ature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT. ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT 'NO. 34505 Z Date MARCH 16, 2009 Permission is hereby granted- to: C STEVEN & CATHRYN M HALL 470 ORIOLE DRIVE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE W/ STORAGE IN THE REQUIRED REAR YARD AS APPLIED FOR.REPLACES EXPIRED BP $# 31186 at premises located at 470 ORIOLE DR SOUTHOLD County Tax Map No. 473889 Section 055 Block 0006 Lot No. 015 . 010 pursuant to application dated MARCH 16, 2009 and approved by the Building Inspector to expire, on SEPTEMBER :16, 2010 . Fee $ 402 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 - TOWN OF SOUTHOLD { � BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31186 Z Date JUKE 7, 2005 Permission is hereby granted to: �, C & S HALL 470 ORIOLE DRIVE SOUTHOLD,NY 11971 for . CONSTRUCTION OF AN ACCESSORY GARAGE WITH STORAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 470 ORIOLE DR SOUTHOLD County Tax Map No. 473889 Section 055 Block 0006 Lot No. 015 . 010 pursuant to application dated JUNE 1, 2005 and approved by the Building Inspector to expire on DECEMBER 7, 2006 . Fee $ 402 . 00 a Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF'SOUTHOLD �I A BUILDING DEPARTMENT Gt�-aC, `—D TOWN HALL . 765-1802 APPLICATION FORCERTIFICATE OF OCCUPANCY This application must he filled in by typewriter or ink and submitted to the Building.Department with the following: AL For new building or new use: 1. Final'survey of property'with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. .2. Final Approval from Health Dept.'of water supply and sewerage-disposal(S-9.form). 3.. Approval of eiectrical installation'from Board of Fire Underwriters. 4. Sworn statement from plumber ceitifying-that the solder used in system contains less than 2110 of No lead. "5. Commercial building,industrial building,multiple residences and similar buildings and installations,a ceftificate of Code Compliance from architect or engineer responsible for the building. . -6. Submit Planning Board Approval o€6oinpleted site plan requirements. B. -Far existing.buildings-tirior to April 9,1957)non conforming uses,or buildings and"pre-existing"rand uses: 1. -Accurate survey of property.showirig all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and'consent to inspect signed by the applicant.'If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling'$25.00;Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory.building$25A0,.Additions to accessory building$-25.00,Businesses$50.00. 2. Certificate of Occupancyon Pre-existing Building-' $100.Ob: 3. - Copy of Certificate of occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate_of Occupancy-Residential$15..00,.Commercial$15.00 Date. . 3 -New Construction: ✓ ' 1Q1� Old or Pre-existing Building:. (check One ' Location.of Property: -- �120 House No. 'Street Hamlet Owner or Owners of Property..:. Suffolk County Tax Map No 1600, Section• Block: Lot Subdivision ------------- —.Filed Map. Wit; Perinit No. 3 6—US. Date of Permit. 3 /Y Applicant: Health.Dept.Approval: Underwriters Approval:, Planning Board Approval: Request for: Temporary Certificate Final Certificate: Ll� (check one) Fee Submitted: $ � �J V (oc) Applicant Signature SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 • �o roger.richert(a)-town.southold.ny.us Southold,NY 11971-0959 1�C4UNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Steven&Cathy Hall Address: 470 Oriole Drive City: Southold St: NY Zip: 11971 Building Permit#: 34505 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 13 Twist Lock Exit Fixtures TVSS Other Equipment: 2 story garage Notes: 1-paddle fan Inspector Signature: &M Date: Aug 18 2010 81-Cert Electrical Compliance Form 3 ) ) Y6 7— 765-1 soa BUILDING DEPT. INSPECTION K- 1FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR�� OF SOUlyolo �ycourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [q<FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: vL , A dot z- - CL DATE ( �� u INSPECTOR ` Of SOUTyolo - `ycoorm,N�' 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: h 1 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU [ ] FRAMING / STRAPPING [ FI Lg-o-- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION � G X14 REMARKS: .� e DATE ® INSPECTOR SO(/1�0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING /STRAPPING [e FINA G [ ] FIREPLACE A CHIMNEY [ ] FIRES INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f s'/'~- /o G G G4 � . DATE INSPECTOR �� pF SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P [ ] FOUNDATION 2ND [ ] 1 [ ] FRAMING / STRAPPING [ FINA [ ] FIREPLACE A CHIMNEY [ ] FIRE AF 1 ECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR f , FIELD INSPECTION REPORT DATE. COMMENTS W� FOUNDATION(IST) r� y vI � ------------------------------------ Ai FOUNDATION(2ND) cc z 0 y ROUGH FRAMING& d y PLUMBING (- V r r INSULATION PER N.Y. STATE ENERGY CODE V � 3_fq.� _ r FINAL b cDJf uwtv A)56rrioNAL CO CENTS 1 6- G 1910 2—,e4.QAo J� �1 '� rd d ~' ~ I C x r d b y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. 3 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20&SJ Contact: Approved /P ,20 QSJ Mail to: Disapproved a/c Phone: 6 3I^ 77 LEtilr, Expiration � ,20 ,� �- (� [ Building Inspector {dd " ;' 2005 APPLICATION FOR BUILDING PERMIT a j")i. DF P T. i Date Svn e 20 OS" - :';':w._-1 OLD INSTRUCJk ONS ,tea .., a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. y 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. 'L 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 Sout Id,`Suffolk County,New York; and other' applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises e- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1170 Cws@e— 6V*Q— 'S0 0�14)& House Number Street Hamlet County Tax Map No:;;L000.,,..,Section,; Block o�6 Lot Subdivision �'} ,j� :', ® .�s Filed Map No. Raj I 1 Lot (Name)=• ,:" it - 2. State existing use.and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ., ��.V')c.e b. ,:Intended use and occupancy G ck 9q 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 If garage, number of cars — �- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear �� -J Depth Height Number of Stories �, , •Dimensions of same structure with alterations or additions: Front Rear Depth - Height Number of Stories 8. Dimensions of entire new construction: Front Rear ab Depth 3(c!� Height {�� Number of Stories c7� Jai• `�� 9. Size of lot: Front---? Rear b3 Depth 0(,V6 -03 i�asj )A 10. Date of Purchase 0-14 o y Name of Former Owner'���d� 11: Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded?-.YE.S -_:_NO)<- gill excess fill be-removed-froin-premises?-YES Nv 14. Names of Owner of premises \4_0'\\ Address i?D Or,6e 0e. Phone No. Name of Architect&,rl 9—,a C�3socwjvAddress Phone No 19c a Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_>C_ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16.'Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation,at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY 0&4 r\ being duly sworn dePoses and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the O W r-e (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ls� dayof� v,2 2065 Notary Public 'Signature of Applicant BARBARA ANN RUDDER Notary Public,State of New York No.48558U5 Qualified In Suffolk County Commission Expires Aprll 14,�(,o OF SO�I�OI . � o Town Hall Annex. Telephone(631)765-1802 54375 Main Road (631)765- 502 P.O.Box 1179 roger.richert(aown.sout�io d.nv.us � •• �O Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 4f'I�4-& *Address: /10 ,r ` �,Vk *Cross Street: *Phone No.: Permit No.: 3Y05- 2 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a.Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION y 82-Request for Inspection Form TOWN OF SOUTHOLD`PROPERTY RECORD:CARD' - OWNER STREET. VILLAGE DIST. :,;,'e .�'t,;" _ .;;,,_ ��=ems,_- -- ���.,•.�.:,_:':��:�_,,..�:' - . c/ } ACR . . REMARKS2-9 TYPE OF.BLD. +' 01/1 • PROP. CLASS -d'� f} , :r s;:1 A sc " LAdDIMP. TOTAL "DATA �'n - - ,. i ap ^¢. HMO l r - 'tt i Co - 7 o z z-o- PAl] 2 FRONTAGE ON av�SATER --TILLABLE FRONTAGE ON ROAD. 'WOODLAND . . '..DEPTH MEADOWLAN0 ' 'd,`1.f' I BULKHEAD..... : ..... :. ... ..H.OU8E/LOT Z9 :. . _ _ ..._ _ .. .. ... . ..... ... .. .. .... .�......._....._ .TOTAL..._ __-... e 3������� _. ________! l_ . __________ __ _____ - _____ --- -------i -.� _w�'�---�� --��'�-�--------- ---- --- �- -== -- �h�1 Yv ti -- --- - . _._ ._=--- -I - ---- I r. ___.___.______-__._______. _I- �__ ___ _qy__-_- _-�.-__ .�. ., �. ,. -�-_.._ �___ -_�L� i- -- -- - --------I --------- ------------ --- --- - ... .._ ��. 1_ I-- -_--- --------------- w OF SO(/ryol � o Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 st NOTICE July 1st, 2008 Steven & Cathryn Hall 470 Oriole Drive Southold, N.Y. 11971 RE: 470 Oriole Dr. (Accessory Garage) SCTM #55.-6-15.10 Dear Mr. & Mrs. Hall, Please be advised that your Building Permit # 31186 issued June 7th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $402.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. pF SOUry�! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 Southold,New York 1 1 97 1-0959 OWN, N,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26th, 2008 2nd NOTICE Steven 6 Cathryn Hall 470 Oriole Drive Southold, N.Y. 11971 RE 470 Oriole Dr. (Accessory Garage) SC TM: #55.-6-15.10 Dear Mr. 6 Mrs Hall, Please be advised that your Building Permit#31186 issued June 7th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to the use of the structure. To renew your Building Permit, please submit a fee of$402.00; at time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT pF SOUly�! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 1 1 97 1-0959 yOOUNNI BUILDING DEPARTMENT TOWN OF SOUTHOLD December 30th, 2008 FINAL NOTICE Steven d Cathryn Hall 470 Oriole Drive Southold, N.Y. 11971 RE' 470 Oriole Dr. (Accessory Garage) SCTM: ##55,-6-15.10 Dear Mr. d Mrs Hall, Please be advised that your Building Permit#31186 issued June 7th, 2005 has expired, According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to the use of the structure. To renew your Building Permit, please submit a fee of$402.00; at time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT cc: code enforcement cc: legal department *pF SO(/lyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 olyCOU BUILDING DEPARTMENT TOWN OF SOUTHOLD August 30, 2010 Steven Hall 470 Oriole Drive Southold, NY 11971 TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34505-Z accessory garage vv� CAIJ- 33 5� TO goo.Soo�� �ow�' ,.r.r� a411f •� . r j , s` rr�� rr�r � f F P All h. .s x Jl i _ I i r • ��• '� RYA "M`•..� ���N�,�. _. T pro c IIRrh�'w►'�'���,v y.'�s�,�•��'. . � 'ems.<• .. r,, pll,l� lk ♦. ..' K.n. W '.� .r rti . 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STOCKADE FENCE --- EDGE-- - I v' LOT T / w 1J L I IN O MAP OF �s o W -HIGHPOINT 'MEADO-WS ' F 0� SECTION TWO SHED J FILE No. 8911 FILED MARCH, 19, 1990 ,HOOD RAMP ► SITUATED A T SOUTHOLD TOWN OF SOUTHOLD . SUFFOLK COUNTY, NEW YORK S.,C. TAX No. 1000-55=06'- 1-5. 10' n LOT O7 SCALE 1 "=30, JAN UARY 29, 2004 �y + a AREA = 31 ,776.65 sq. ft. •��ti 0.730 ac. CID �. CERTIFIED TO: INDY MAC BANK STEVEN, HALL CATHRYN M. HALL FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK o ><� 2�' e o NOTE: a ��°'o '' �' LOT NUMBERS SHOWN THUS: LOT 5D REFER TO MAP OF YENNECOTT PARK ao a3 °pc* :FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY, -� ON OCTOBER 9, 1968 AS FILE No. 5187 "�y� � •vim J,� a� - F y F p PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED .0 j 21 A G BY THE L.I.A.L.S. AND APPROVED AND ADOPTED >F oo �� �� ,4y FOR SUCH USE BY THE EW YORK STATE LAND TITLE p mac;of GAO �7 OF X � O '4 "j •4' 06 �.y .. : <01 N.Y.S, Lic. No. 49668 \ 6S ,j UNAUTHORIZED ALTERATION OR ADDITION EDUCATION 20 OFSTHE�NEWOF n�ORK STATE Jos S ' O p g g . COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR • EMBOSSED SEAL SHALL'NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED_HEREON SHALL RUN V� o ONLY TO THE PERSON FOR WHOM THE SURVEY Qo �� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout, O LENDING INSTITUTION4 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE 631 727-2090 Fax 631 727-1727 O st �� TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE -. OCR OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 ix _j AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 Riverhead,, New York 11901-096 -- - 24-0( PROJECT TITLE & LOCATION: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE PROPOSED GARAGE LOAD SPEED (mph) CATEGORY WJEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sqft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B AT THE DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) HA LL USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD In in LA E In N USE OCCUiPANCY EXTERIOR BALCONIES 60 10 R E S I PLO".) E 1`40 C E RESIDENTIAL R-3 DECKS (f) 40 10 ORIOLE DRIVE TYPE OF CONSTRUCTION (CHAPTER, 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 SOUTHOLD, NEW YORK TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 V B ATTICS WITH STORAGE (b,e) 20 10 WORKNOTES: HEIGHT AND FIRE AREA (Notes shall be considered typical for items identified and ROOMS OTHER THAN SLEEPING ROOMS 40 10 shall apply to all some and similar conditions or HEIGHT FIRE AFREA SLEEPING ROOMS 30 10 locations; all locations may not be noted.) HEIGHT, BUILDING. THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STOFRY GUARDRAIL AND HANDRAILS (d) OF THE HIGHEST ROOF AS PER TABLE 503 200 (c) 10 SURFACE = 17'-5 6" AS PER SECTION 502 OF ROOF 30 THE BUILDING CODE OF 10 NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— LUMBER SPECIES AND GRADE POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. ALL HOUSE FRAMING MATERIAL DOIUGLAS FIR — LARCH #2 AND BETTER c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY ALL EXT. DECK FRAMING MATERIAL CC/A NC PINE #2 AND BETTER DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE AREAS OF STRUCTURE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT NA WEATHERING POTENTIAL FIRST FLOOR NA SEVERE (b) SECOND FLOOR 700 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER BONUS ROOM NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA LOFT NA Acceptance of these drawings does not authorize the right to build ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INSFRIOR SLAB ON ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLaOR SLABS 2,500 (c) without the authoriizationof local governing agencies,such as Suffolk County Dept.of GARAGE 936 sq. ft. Health Services,Town Building ATTIC (GARAGE)(a) 936 sq. ft. BASEMENT WALLS, FOUNDATION WILLS, EXTERIOR WALLS AND Departments,DEC,FEMA,etc. Verify all conditions,codes,and ATTICA NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER requirements with such 3,000 (d) 'SCREENED PORCHES NA agencies encies prior to construction. SUNROOM NA DECKS NA THE WEATHER,WEAT ERR AORTS AND ND GARAGETEPS FLOORXPOSED SLLABS TO COVERED PORCHES NA 3,500 (d) j _ / COVERED ENTRANCE NA POOL HOUSE CABANA NA i ACCESSORY STRUCTURE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa _ ©m (a) AT 28 DAYS PSI (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) EAST END DESIGN ASSOCIATES, LLC (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. PO Box 1675 (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 5130 Main Bay,view Road Southold, New York 11971 phone: (631) 765-1862 fax(631)765-6,820 � E-Mail: CArm8I888@aol.com NOTE: �\ ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE j>'✓ � ,, SHEET NAME: REQUIRED AMOUNT CALCULATED FOR EACH CASE. � � GENERAL NOTE: `�\ PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, NOTES AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. '/0 ,(;� NOTE: ij C\ "�7-) EAST END DESIGN ASSOCIATES, LLC.. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO ------�.,�---- ENGINEER: N EER'S- SEAL: INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. JAMES DEERKO`SKI, PE Professional Enigineer t. SHEATHING NOTES: 260 Deer Drive { r' ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION APPROVED AS NOTED Mattituck, NY 11952 (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. G ,to 2 s. 631-298-7116 DAT �"I o B.P.# 7',° •` '• ,, ..:. P¢° .. 1 SHEATHING TO BE NAILED TO CCA SILL �o BY (2) SHEATHING TO EQUALLY SPAN 11 ST AND 2ND FLOOR BOX BEAM NOTIFY BUILDING DEPARTMENT AT OWNERSHIP AND USE OF DRAWINGS: 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 765-1802 8 AM TO 4 PM FOR THE ( ) FOLLOWING INSPECTIONS: These drawings and specifications including the 4 SHEATHING TO BE NAILED TO TOP PLATE 1. FOUNDATION-TWO REQUIRED ideas, design and arrangements represented 2 ROUGH POURED CONCRETE therein, are the property of East End Design �f OUGH-FRAMING,PLUMBING, Associates, LLC. No part thereof shall be copied, NO SUBSTITUTI❑NS STRAPPING, ELECTRICAL 8 CAULKING disclosed to others or used in connection with 3 INSULATION any work or project other than for which they 4 FINAL-CONSTRUCTION&ELECTRICAL have been prepared without written consent of All framing hardware shown or) these plans, MUST BE COMPLETE FOR C.O. unless otherwise indicated, is Simpson Strong—Tie, ALL CONSTRUCTION SHALL MEET THE East End Design Associates, LLC. No substitutions are approved or authorized, REQUIREMENTS OF THE CODES OF NEW YORK NOT RESPONSIBLE FOR Due to the relationships of Framing hardware to DESIGN OR CONSTRUCTION ERRORS. PROJECT NO: SHEET INDEX: the other components of the structure, any framing 869-2005 hardware substitutions will render these plans DRAWN BY: null and void, and will result iin the installer/contractor FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED A,LL REQUIREMENTS OF THE BUILDING CODE REV: 08-20-09 BDKdial assuring responsibility for thle design and OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPERASSOCIATION (AF & PA) WOOD FRAME ADDITION OF REAR SECOND FLOOR DECK AND STAIRS CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. REMOVAL OF INTERIOR STAIRS SCALE: performance of the entire syyster, ADDITION OF 3068 DOOR FROM SECOND FLOOR DECK 1/4" = 1 0-0" ° REPLACED FRONT GABLE END DOOR WITH OH, GARAGE DOOR DATE: 05—29-05 i PROJECT TITLE & LOCATION: SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 L T S 2 0 OU - IR LARCH / SO. PINE UPLIFT SIDE OF TRUSS, ALLOWABLE LOADS �'2 LOAD �� O FASTENERS TOTAL FOUR e o LATERAL WITH ° MODEL GA UPLIFT UPLIFT (133 160) 8dx1j" CODE 8d NAILS °o N0. TO TO TO AVG NAILS REF. INTO TRUSS PROPOSED GARAGE RAFTERS/ PLATES STUDS ULT. (133) ((160) F F2 (133& _ STU "- ° TRUSS SIMPSON PROVIDE (1) HGAIOKT ON AT THE NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ==c TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 5985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 1 !950 650 5. 44 HALL e DIMENSIONS FASTENERS - ALLOWAEBLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ"x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAIL o !/ " CE MODEL GA AVG ULT. LFTA EFTA REF. INTO o N0. MAX. CLEAR 2„ 2�„ 3„ 3�„ PLATES o 0° �� WIDTInESID' EN H SPAN L QTY DIA 1}" 2" 24" 3" 3 " i}" ° o EIGHT 8d INTO NAIL S P 4 ° c LFTA 16 24" 17" �388"n-110d — 4200 1205 1400 5, 44, 85 STUD 0o ORIOLE DRIVE 2 DOUG-FIRZ LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS e AVG 10)d 10d x 1}" CODE e MODEL L ° SOUTHOLD, NEW YORK NO. ULT. REF. LFTA S T A 21 ° 10d 10d x 14" (133 / 1160) (133) (160) o o 0 o \ ' o 0 0 MTS16 16 14-10d 14-10d x 14" 3116 100(0 840 1000 3, 41, 128 ° ° WORKNOTES: o , MTS20 20 14-10d 14-10d x 1}" 3116 10000 840 1000 3, 41, 128 ART "x12 0 (Notes shall be considered typical for items identified and ° Simpson Strong-Tie shall apply to all same and similar conditions or ° HGA10 locations; all locations may not be noted.) LST20 20 12-10d 12-10d x 14" 2383 775i 720 720 3, 41 CNW DETAIL "E" °° DOUG-FIR-LARCH COUPLER NUT Equal number Of Vo0 TYPE OF DIRECTION SO. PINE CODE specified nails In ALLOWABLE LOADS REF. MODEL CONNEC- of LOAD FLOOR ROOF (133/ each end Simpson Strong-Tie DETAIL "K" NO. TION (100) (125) 160 I CS16 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIOPNS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN CODE ° ART "x12 STUD DEFLECTION DEFLECTION STU 8"- MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. N0. ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE DESIGN Oo BASE BODY HE3` SB W H B SO CL DIAS'a DESIGN ° °° a SIMPSON GA GA QTY DIA ,1,, 2" 24" 3" 31" 54" LOAD WHEN RAISED OFF a TAKE-UP WASHER THE SILL PLATE o 0 HD2A 16 12 41%" 1 21" 2}" 8" 2 ill 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 1� o 0 ART8"x12 MODEL DIMENSIONS FASTENERS ALLOWAABLE UPLIFT LOADS NO, AVG W L STUD PLATE ULT. (1333)2 DF / SP (160) RODE SP4 3a' 7}" 6-10d x 11" — 2917 735� 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWAABLE TENSION LOADS CODE °o NO. GA W L NAILS 100 REF. R, (133) (160) LSTA21 20 15-10d 905 1205 1295 7, 40, 90 °o DIMENSIONS FASTENERS (TOTAL) ALLOWAABLE TENSION LOADS CODE MODEL REF. NO. GA W L NAILS 10033)R, (1 (160) Simpson Strong-Tie MSTA24 18 1 i " 24 -10d 1025 1370 1 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FAASTENERS ALLOWABLE TENSION LOADS NAIL CODE HDZA No. L END SPACING REF. (LENGTH L GA CUT LENGTH ((TOTAL) (100) (133 / 160)2 oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6pscon Strong-Tie CS16 150' 14" 16 1 CLEAR SPAN +31" 28-8d 1235 1650 2,b" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE IN NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS Dn� G-FIR AR H PIN A wA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MODDEL GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 DETAIL ROOF (125) CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 11F 11 1Dd t6d ULT. (133)(160) 10d 16d 10d 16d 1od 16d REF, ALL LIABILITIES ON THE CONTRACTOR, LUS46 18 3a" 4}" 2 — 4-16d 4-16d 60i76 1140 1160 — 1000 — 1150 — 1250 7, 40, 127 DETAIL STU 8"- HUS210-2 14 3� 9{" 2 8-16d 8-16d 60176 1755 2105 — 1650 — 1900 2065 1. 36, 84, 122 ARTJ"x12 SIMPSON D U -FIR AR PINE A WABLE LOADS TAKE-UP WASHER Acceptance of tlhese drawings does not authorize the right to build MODEL FASTENERS UPLIFT LATERAL UPLIFT (133/1160) REFS without the authorization NO. GA LILT. of local governing agencies,such as Suffolk County Dept.of TO RAFTERS 70 PLATES TO STUDS (133) (160) F FZ 160 HGAIOKT 14 4-SDS}"x1}" 4-SDS}"x3" 1l523 435 435 1165 940 Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such CNW— agencies prior to construction. '31 USE A MINIMUM OF SP4 ' COUPLER NUT TWO 8d NAILS THIS C 5„ - SIDE OF TRUSS. COUPLER NUT SP4 STU a - TOTAL FOUR /• o C, MINIMUM OF SIMPSON 8d NAILS TWO 861 NAILS THIS MTS16 STU LSTA21 SIMPSON TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR /. G m °°°°° Strong-Tie 8d NAILS TAKE-UP WASHER - - HD2A INTO TRUSS LSTA21 HUS210-2 MR 11 y i. II-14�114.WIJI �— ® rik EAST END DESIGN ASSOCIATES LLC PO Box 1675 TWO ° FI 5130 Main BSayview Road BTOAIL ° :i I 5)) ANCHOR BOLTS Southold, NlewYork 11971 PLATES °®° ° nn EIGHT--, ° TWO ° i I`l� 8d NAIL 8d NAIL o INTO INTO ° 11 11 pone: 6�1 65-1 62 STUD Simpson Strong-Tie PLATES °m° DETAIL A ® I fax(631) Arm8888 E-Mail: CArm8888@aol.com o H7 EIGHT 8d NAIL ® DETAIL "D" DETAIL "G" DETAIL "J" INTO Simpsoin Strong-Tie ° SHEET NAME: H7 Simpson Strong-Tie SIMPSON LFTA e ° ROD SYSTEM WINDLOAD LFTA LFTA °°°°°° CHARTS & CALC. SHEATHING NOTES: NO SUBSTITUTIONS & BP ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FFOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, STRONG—TIE unless otherwise indicated, is Simpson Strong-Tie, (1) SHEATHING To BE NAILED TO CCA SILL No substitutions are approved or authorized. DETAILS (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM I'• I (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to the other components of the structure, any framing ENGINEER: GINEER'S SEAL: (4) SHEATHING TO BE NAILED TO TOP PLATE hardware substitutions will render these plans I • null and void, and will result in the installer/contractor assuming responsibility for the design and LTP4 g P Y 9 JAMES DEERk<OSKI, PE ' performance of the entire system, Professional Engineer _DETAIL � L11 LTP4 260 Deer Driive 1 ° LTP4 ALTERNATE RIDGE STRAPPING DETAIL TO BE USED IN Mattituck, NY' 11952 "C11 DETAIL NOTE: ALL CATHEDRAL LOCATIONS. 631 -298-71 16 ° ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL To OR GREATER THAN THE Ioo REQUIRED AMOUNT CALCULATED FOR EACH CASE. Simpson Strong-Tie SIMPSON MSTA24 STRAP TIE Floor-to-Floor Connections NOTE: TO BE INSTALLED 16" oc PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, (ON EVERY RAFTER) '�- OWNERSHIP AND USE OF DRAWINGS: J AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROVIDE 2x6 These drawings and specifications including the ideas, design and arrangements represented LTP4 DETAIL "B" NOTE: COLLAR TIE FACE NAIL USING therein, are the property of East End Design EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER UNDER RIDGE (4) 10D NAILS Associates, LLC. No part thereof shall be copied, L FP4 INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 16" oc. disclosed to others or used in connection with Simpson Strong-Tie 0 TO EACH END OF any work or project other than for which they 0 0 0 COLLAR TIE have been prepared without written consent of Floor-to-F(oor Connections 0 0 0 0 UNDER RIDGE — East End Design Associates, LLC, 16" oc. PROJECT NO: SHEET INDEX: 8 6 9-2005 DRAWN BY: REV: 08-20-09 BDK ADDITION OF REAR SECOND FL00)R DECK AND STAIRS DETAIL "M" SCALE: REMOVAL OF INTERIOR STAIRS j 102 ADDITION OF 3068 DOOR FROM `.SECOND FLOOR DECK 1/4" = 1'-0" REPLACED FRONT GABLE END DOOR WITH OH. GARAGE DOOR DATE: 05-29-05 PROJECT TITLE & LOCATION: PROPOSED GARAGE AT TH E HA LL - RESIDENCE ORIOLE DRIVE SOUTHOLD, NEW YORK WORKNOTES: (Notes shall be considered typical for items identified and shall apply to all some and similar conditions or o locations; all locations may not be noted.) / I N NORTH ELEVATION EAST ELEVATION Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept. of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. Win EAST END DESIGN ASSOCIATES, LLC PO Box 1675 0 -- 5130 Maini Bayview Road Southold, New York 11971 0 phone: (631) 765-1862 fax(631) 765-6820 E-Mail: CPLrm8888@aol.com 0 - SHEET NAMIE: 0 0 ------------ ELEVATIONS ENGINEER: NGINEER'S_..SEAL: JAMES DEERKOSK1, PE Professional Engineer -- `'260 Deer Drive , Mattituck, NY 11952 ' er ' :3 E 631—298-7 116 OWNERSHIP' AND USE OF DRAWINGS SOUTH ELEVATION WEST ELEVATION These drawings and specifications including the ideas, desigin and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent of © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. East End Design Associates, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT PROJECT NO: SHEET INDEX: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 869—2005 EAST END DESIGN ASSOCIATES, LLC. DRAWN BY; REV: 08-20-09 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BDK Ad Ar'll ADDITION OF REAR SECOND FLOOR DECK AND STAIRS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. REMOVAL OF INTERIOR STAIRS SCALE: Acceptance of these drawings does not authorize the right to build without the authorization „ i ADDITION OF 3068 DOOR FROM SECOND FLOOR DECK of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building 1/4 = 1 —0 REPLACED FRONT GABLE END DOOR WITH OH. GARAGE DOOR Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 05-29-05 PROJECT TITLE & LOCATION: 2 6' -1Y2" 18'-1OY2" 2�' PROPOSED GARAGE , 7'-1Y2" ,8'-11 2° 1' AT THE 24'-6" HALL s 1 1'_7y4" 1 1 -7Y4' 73/ 7/4„ 4 (2)2X10 ACQ BOX BEAM 1" GALV. CARRIAGE BOLTS (;2)2X10 ACQ BOX BEAM '-1" 6x6 ACQ POST 6x6 ACQ POST 4x4 ACQ POST 17'-2" '-6Y2" 3 ' R" ESIDENCE - - - - - - - - - - - - - - --- - - - - - - - - -� ORIOLE n � TT7 -I 1 � T -r -P O DRIVE �---� - - - - - - - - - - - - - - - - - - TTT -T -1—I— T' T' _T � I I I I I I I I I I I I I I I SOUTHOLD NEW YORK I I I I I I I I I I I 4x4 ACQ POST I I I I 17,1_4� ! L L L _L -1 —1-1 — — 2X12 ACQ HOUSE BEAM 2X12 AC HOUSE BEAM — — — (2)2x8 TOP PLATES I O I — — — a a 2X12 ACQ HOUSE BEAM a I — — — "CDX WALL SHEATHING —�- (4)2xl2 HEADER o o a Jt't8Y2' 3'-3Yz WORKNOTES: ��IOTE: NOTE: PROVIDE t8Y2' 3'-3Y2_ ^ 2 ANCHOR BOLTS I I `° c° `° (Notes shall be considered typical for items identified and CONCRETE APRON IS TO BE ( ) I � - — — — 4"CDX WALL SHEATHING shall apply to all same and similar conditions or POURED AT TIME OF GARAGE BENEATH 2x8 ACQ I — — — 4x4 ACQ POST 1 24'--6" 1 I — — — — — — I i� locations; all locations may not be noted.) SLAB AND ALL OTHER FLAT ON EACH SIDE OF N MORK. GARAGE DOORS. I I 0 o 8 P.C. FOUNDATION ON I - - - 1 " 1 r\ I 2X 10 ACQ L , I 16' x 8" CONC. FOOTING I 3'_3y2 2 -0 CONCRETE APRON GRADE " N N HOUSE BEAM N I 3 -3Y2 MIN. 3'-0" BELOW FINAL 1 ' " N N i c I N N I �" x12 GARAGE DOQa HFAD�EE-DHE "> — _ - - - - - - - - - - - - - -i I 9'-0"x 9'-0" GARAGE DOOR I DROPPED FOUNDATION FOR "'"'9-0x 9-0 GARAGE DOOR I I I I I I I I i i 2x8 SILL W160 x 16i" -1 2" cc 2x8 ACQ SHOE I I I I 1 1 I I 0 1 GARAGE DOOR l i HEADER DETAIL I I O I I I L' DROPPED I I I <0010 1 I X w(0O FOUNDATION FOR I I I 48"x48 ^=01 3068 U40 DOOR I I CONC.PAD i i of 0 I I I I I 1 W160 x 16" -12" cc I >I I I I > w ml I I Im 0 I I �1 I I I Q V) GARAGE I I Ld I I I w iv N 4" P.C. SLAB W/ 6 x 6 WWM >_ 1 } 1 25 -5" N 00 UNEXCAVATED I I (6 ° �I 1 I I COMPACT SOIL of I 1 I 0 0 Acceptance of these drawings does not authorize the right to build z_ 8" P.C. FOUNDATION ON J I w p g g 16" x 8" CONC. FOOTING I without the amthorization MIN. S-O" BELOW FINAL o�y2„ I I y2.J o of local governing agencies,such as Suffolk County Dept.of GRADE I I N w I w N J"X4' ACQ RAILS Health Services,Town Building I z Z I Departments,DEC,FEMA,etc. Verifyall conditions,codes,and N JM2 1 I 3Y2 1 w N 2x6 ACQ TOP RAIL requirements with such I 1 agencies prior to construction. 4X4 ACQ POST J"X6" ACQ DECKING 2X8 ACQ FLOOR JOIST - 16 oc. (2)2x10 ACQ EXT. BOX BEAM / WI60 x 16 -127 oc I I IST HANGER ( ) - 8" P.C. FOUNDATION ON I 2 2x12 ACQ GIRDER 16 x 8" CONC. FOOTING I I I I I Ur TY-DOWN I i I I -.- (2)4" GALV. CARRIAGE BOLTS MIH. S-O" BELOW FINAL Q "CARRIAGE BOLT 6X6 ACQ POST - -_-- -- GRADE � - -- . ` - ® Q 1 Qy2„ �2'-9 EAST END DESIGN ASSOCIATES LLc 8Y2 PO Box 11675 5130 Maiin Bayview Road w Southold, New York 11971 DROPPED I I w o010 I phone: (631)765-1862 FOUNDATION FOR I I I I 48"x48" I I cv=010 I fax(631)I 765-6820 DROPPED FOUNDATION FOR 3068 U40 DOOR CONC.PAD I I v0' I-I I =N E Mail: CArm8888@aol.com 6X6 ACQ POST ANCHOR 18'-0"x 9'-0" GARAGE DOOR I 1 1 I 18'-0"x 9'-•0" GARAGE DOOR o I X12" ANCHOR BOLT _ ___ _ _ _ J SHEET NAME: — — — — J N — — — — — — — — — N L — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — _ (4)2xl2 GARAGE DOOR HEADER (SEE DETAIL) 12'X36' CONCRETE FOOTING GRADE) N N iv (MIN, 3'-0" BELOW FINAL GRADE) FOUNDATION PLAN �i 2'-O" CONCRETE APRON / .L --� FIRST FLOOR PLAN AND CONCRETE APRON IS TO BE TYPICAL DECK CROSS POURSLLABEADNDTALL�OTTIE OHER FLAT AT SECTION WORK. NOTE: PROVIDE (2) ANCHOR BOLTS BENEATH 2x8 ACQ ENGINEER:: GINEER'S_SEAL: ON EACH SIDE OF TYPICAL DECK GARAGE DOORS. , 13 L 1' CROSS SECTION JAMES DEERKOSKI, PE 13' 13 1 13 Professional Engineer 26' n'8 ALL HEADERS TO BE 2 2X10 Mat Deer Drive Mat Deer NY 11952 UNLESS OTHERWISE NOTED 631 -298-7116 FOUNDATION PLAN GARAGE ]FLOOR PLAN OWNERSHIP AND USE OF DRAWINGS: � These drawings and specifications including the ALL HEADERS TO BE (2)2X10 ALL HEADERS TO BE (2)2X10 ideas, design and arrangements represented UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been, prepared without written consent of © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. East End Design Associates, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PROJECT NO: SHEET INDEX: WRITTEN AUTHORIZATION. 869-2005 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. DRAWN BY: REV: 08-20-09 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BDK ADDITION OF REAR SECOND FLOOR DECK AND STAIRS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. SCALE: REMOVAL OF INTERIOR STAIRS Acceptance of these drawings does not authorize the right to build without the authorization „ ADDITION OF 3068 DOOR FROM SECOND FLOOR DECK of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building 1/4 = 1 -0 REPLACED FRONT GABLE END DOOR WITH OH, GARAGE DOOR Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 05-29-05 I PROJECT TITLE & LOCATION: CONTINUOUS RIDGE VENT 2x8 RIDGE BEAM 2x6 COLLAR TIE PROPOSED GARAGE 2x6-16 oc RAFTERS J" CDX ROOF SHEATHING AT TH E 15# FELT 12 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x6 VERTICAL SUPPORTS 16" oc. 6 2x6 / 2x4 STRONGBACK 2x8 CEILING JOISTS — 16" oc. HALL ATTIC 28' FIE S I D E NO C E 14 14' IT 2x6-1 6 oc 2x6-16 oc RAFTERS ORIOLE DRIVE 4" CDX ROOF SHEATHING 6 15# FELT SOUTHOLD NEW YORK 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 12 STORAGE 2x4-16" oc WALL STUDS WORKNOTES: (Notes shiall be considered typical for items identified and 3/4" CDX SUBFLOOR shall apply to all same and similar conditions or 4X4 ACQ POSTS (GLUED & NAILED) locations; all locations may not be noted.) 16'-10Y2" 13/4„ —2g/8„ _25/8 _25/8 ,_25/8' 13/4" W 160x 16-12"oc. , 1x6 FASCIA 4X4 ACQ POSTS — — — — — — — — — — - 4X4 ACQ POSTS k-2 I I 24" VENTED SOFFIT 2x4 SOFFIT FRAMING 2x4 HOUSE NAILER M I I I GARAGE DBL 2x6 PLATE I o I 2x4-16" oc WALL STUDS " DECK f ENTRANCE I I 4"CDX WALL SHEATHING 15# FELT 13/4» 13/4„ I I SIDING TO MATCH EXISTING o J"X6" ACQ DECKING I I 2x6 SHOE ACQ SILL PLATE W TERMITE SHIELD & SILL SEAL 4" P.C. SLAB W/I6x6 WWM o 1n � I x 12" ANCHOR BOLTS 8" PC FOUNDATION WALL ( MAXIMUM OF 2'-0" oc) 2x4 KEYWAY 171 16" x 8" PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY II (2)2x10 II II DOOR HEADER II 3068 DOOR I I CROSS SECTION A II II I I I„I ALL HEADERS TO BE (2)2X 10 „ II III 2 UNLESS OTHERWISE NOTED II II Acceptance of these drawings does not authorize the right to build I I I I without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building CONTINUOUS RIDGE VENT Departmenits,DEC,FEMA,etc. Verify all conditions,codes,and 2x8 RIDGE BEAM requiremernts with such 2x6 COLLAR TIE agencies prrior to construction. II 2x6-16" oc ii 2x6-16 oc RAFTERS I I CDX ROOF SHEATHING 15# FELT J 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES II II 2x6 VERTICAL SUPPORTS 16" oc. II II 2x6 / 2x4 STRONGBACK I 2x8 CEILING JOISTS — 16" oc. ®I I I ;' I ^LnI ( "' ATTIC `- I I STORAGE AREA I I EAST END DESIGN ASSOCIATES, LLC 2x6-16" oc PO Box 1675 5130 Main Bayview Road 2x6-16 oc RAFTERS Southold, NewYork 111971 4" CDX ROOF SHEATHING 25# FELT YEAR ARCHITECTURAL GRADE ROOF SHINGLES phone': ( 65- 765-1862 2x4-16" oc WALL STUDS fax ail:: Arm8820 E-Mail:: CArm8888@aol.com I STORAGE SHEET NAME:I 3y2„ 3Y2„ I I � 3Y2„ 3,_85/6„ 19'-53/8„ 3,_85/6>, 3y2„ II II 3/4" CDX SUBFLOOR ATTIC STORAGE I I I I (GLUED & NAILED) AREA PLAN AND I I I I W16006-12"oc, CROSS SECTIONS II II I I 1x6 FASCIA I 2x6-16" oc I I -- — II 8070 GARAGE DOOR II �2 24" VENTED SOFFIT I I I (PROVIDE SAFETY I I I I 2x4 SOFFIT FRAMING ENGINEER: E INEER'S SEAL: RAIL ON INSIDE I I I I 2x4 HOUSE NAILER OF DOOR) I I GARAGE DBL 2x6 PLATE ,p t `_.," y . N I ,/'.•f q`, fit,r.):',':�'�".;�A°a„`:.',,, 2x4-16 oc WALL STUDS JAMES DEERKOSKI, PE rig t o I I CDX WALL SHEATHING Professional Engineer 15# FELT 4 260 Deer Drive SIDING TO MATCH EXISTING s I Mattituck, NY 11952 2x6 SHOE 2x6 ACQ SILL PLATE WITH 631 —298-71 16 �` c TERMITE SHIELD & SILL SEAL 4" P.C. SLAB W/ 6x6 WWM 4" x 12" ANCHOR BOLTS - 8" PC FOUNDATION WALL OWNERSHIP AND USE OF DRAWINGS: 3Y2" 2'-85j6" —81y6" —81y6" 2'-85/6" 3YZ" (MAXIMUM OF 2'-0" oc) 2x4 KEYWAY 8y2' 2" These drawings and specifications including the 3Y2" 3Yz" 19'-53/8" 3Y2" 3Y2' 16" x 8" PC FOOTING ideas, design and arrangements represented 28 MINIMUM OF 48" BELOW FINAL GRADE therein, are the property of East End Design BEAR ON UNDISTURBED SOIL Associates, LLC. No part thereof shall be copied, INSURE SOIL BEARING CAPACITY disclosed to others or used in connection with CROSS SECTION B any work or project other than for which they have been prepared without written consent of © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. East End Design Associates, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED SECOND FLOOR PLAN ALL HEADERS TO BE (2)2X 10 UNDER FEDERAL COPYRIGHT LAW. UNLESS OTHERWISE NOTED PLANS MAY NOT BE REPRODUCED WITHOUT PROJECT NO: SHEET INDEX: WRITTEN AUTHORIZATION. 869-2005 ALL HEADERS TO BE 2 2X 10 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ( ) EAST END DESIGN ASSOCIATES, LLC. DRAWN BY: UNLESS OTHERWISE NOTED REV: 08-20-09 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BDK ADDITION OF REAR SECOND FLOOR DECK AND STAIRS PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. REMOVAL OF INTERIOR STAIRS SCALE: ADDITION 0 F 30 68 DOOR FROM SECOND FLOOR DECK Acceptance of these drawings does not authorize the right to build without the authorization 1/4)) REPLACED FRONT GABLE END DOOR WITH 0 H. GARAGE DOOR of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such DATE: agencies prior to construction. 05-29-05 ENGINEER'S SEA_ FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF NEW YORK STATE, AND THE AMERICAN (FOREST & PAPER ASSOCIATION (Ar & PA) WOOD FRAME GROUND WIND SEISMIC; SUBJECT TO DAMAGE FROM WINTER ICE SHIELD CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGOFRY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 45 Ibs/sgft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY ISLIGHT TO MODERATE 11 degrees YES 1984/1998 B R602.8 Fireblocking required. Fireblocking shall be provided to cut offal] concealed draft openings DESIGN CRITERIA (both vertical and horizontal) and to form an effective fire barrier between stories, and PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS(in pounds per square foot) between a top story and the roof'space. Fireblocking shall be provided in wood-frame USES(s) AND OCCUPANCY CLASSIIFICATION(s) USE LIVE LOAD DEAD LOAD construction in the following locations. USE OCCUPANCY EXTERIOR BALCONIES 60 10 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal ftmed spaces shall also be fireblocked at intervals not RESIDENTIAL. R-3 DECKS (f) 40 10 exceeding 10 feet (3048 mm). Batts,or blankets of mineral or glass fiber shall be allowed as TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 fireblocking walls constructed using;parallel rows of studs or staggered studs. TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 2. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. V B ATTICS WITH STORAGE (b,e) 20 10 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply widi Section R314.8. HEIGHT AND FIRE AREA spaces OTHER THAN SLEEPING ROOMS 40 10 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free HEIGHT FIRE AREA SLEEPING ROOMS 30 10 passage of flame and products of combustion. HEIGHT. BUILDING. 5. For the fireblocking of chimneys and fireplaces, see Section R1001.16. THE VERTICAL DISTANCE STAIRS 40 (c) 10 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 10 Separation. 200 OF THE HIGHEST ROOF AS PER TABLE 503 (c) Q SURFACE 17_5Ke" AS PER SECTION 502 OF ROOF 30 10 R602.8.1 Materials. Except as provided im Section R602.8, Item 4, fireblocking shall consist of BUILDINGTHE NEW YORK STATE.L 0 2-inch (51 mm) nominal lumber, or two thicknesses of I-inch (25.4 mm) nominal lumber a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2.000— with broken lap joints, Or one t}t>Iickness of 23/32-inch (19.8 mm) wood structural panels LUMBER SPECIES AND GRADE POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. with joints backed by 23/32-inch (19.8mm) wood structural panels or one thickness of b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3/4-inch (19.1 mm) particleboard with joints backed by 3/4-inch (19.1 mm) particleboard, Ex',"t o ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH2 AND BETTER c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 1/2-inch (12.7 mm) gypsum boatrd, or 1/4-inch (6.4 mm) cement-based millboard. Batts or 0 ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER blankets of mineral wool or gla�s.� fiber installed in such a manner as to be 5eCtltre]y STRESSES. retained in place shall be permittted as an acceptable fire block. Loose-fill insulation O d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN material shall not be used a5 a fiire block unless specifically tested in the form and manner ACCORDANCE WITH SECTION R802.10.1. j intended for use to demonstrate J'its ability to remain in place and to retard the spread of e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS fire and hot gases. TABLE R402.2 I MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE R602.8.1.1 Unfaeed fiberglass. Unfaced Oberglass batt insulation used as fireblocking shall fill the MINIMUM SPECIFIED entire cross section of the walil cavity to a minimum height of 16 inches (406 mm) ; AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) measured vertically. When pilping, conduit or similar obstructions are encountered, CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL the insulation shall be packed tightly around the obstruction. BASEMENT NAFIRST FLOOR NA SEVERE (b) SECOND FLOOR 700 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER R602.8.1.2 Fireblocking integrity. The inteegrity of all fireblocks shall be maintained BONUS ROOM NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INTERIOR SLAB ON 2•500 (c) ATTIC HOUSE b NA GRADE, EXCEPT GARAGE FLOOR SLABS GARAGE 936 sq. ft. -- ATTIC (GARAGE)(c) 936 sq. ft. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ATTIC (GARAGE)(b) NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) SCREENED PORCHES NA SUNROOM NA — DECKS NA PORCHES, CARPORTS AND STEPS 'EXPOSED TO COVERED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) COVERED ENTRANCE NA POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA FOR Sk 1 POUND PER SQUARE INCH + 6.895 kpa U (a) AT 28 DAYS PSI r a (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (b) WITH STORAGE CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) m Z ii (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) r w o , SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 01 (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. U D a Y t� o Y• t E zm NOTE. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE Z m ,Y REQUIRED AMOUNT CALCULATED FOR EACH CASE. E m u �= NOTE: W W Q o , PROVIDE SOLID 13LOCKING IN ,ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWOPROJWT NO: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 869-2005 DRAWN BY: CMA NOTE: o i 4y. CW"M BY. EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF :� ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. k: ' '�c� ,r �\ s 1 4"= V-0" DRAM 05-29-05 SHEATHING NOTES: ALL SHEATHING 'TO BE NAILEC) IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 'pFEggt (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES SHM MM- (4) SHEATHING 1-0 BE NAILED TO TOP PLATE DESIGN NO SUBSTITUTIONS DATA AND All framing hardware shown on these plans, © COPYRIGHT 2005 EAST END DESIGNI ASSOCIATES, LLC. NOTES unless otherwise indicated, is Simpson Strong-Tie, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED No substitutions are approved or authorized, UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. sNEEr No: Due to the relationships of framing hardware to ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF the other components of the structure, any framing EAST END DESIGN ASSOCIATES, LLC. hardware substitutions will render these plans E RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE null and void, and will result in the installer/contractor PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 2 F 8 assuming responsibility for the design and Acceptance of these drawings does not authorize the right to buiild without the authorization 0 performance of the entire system. of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. I I I i I SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION TWO8dNA0 OF ILLS1WS MTS20 LTS20 UPLIFTSIDE OF TRUSS. a t.x LOAD 0 FASTENERS; LATERAL WITH TOTAL FOUR o • MODEL GA UPLIFT tUPUFT (133/160) 8dx1�" CODE 8d NAILS NO. TO AVG NAILS REF. INTO °° TO TO ULT. • SIMPSON PROVIDE (1) HGA10KT ON RAFTERS/ PLATES STUDS (1335) (160) F Fz Ifin) /I Win= STU 8 NOTE: REFER TO SIMPSON WOOD CONSTRUCTION `I/ TAKE-UP WASHER SIDE OF CEILING JOIST 5. 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER H7 16 4-8d 2-8d 8-8d 2991 930D 985 400 PROPER INSTALLATION PROCEDURES HIS 16 8-8d 8-8d 3983 915i 950 850 5, 44 ALL 1110 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) • s ARtx12 DIMENSIONS FASTENERS e (TOTAL) LEMGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL AVG s INTO • MODEL GA ULT. LFTA ltTq REF. PLATES °p ° • N0. D• SPAN L OTY IA 11• 2• 2§• 3" 34• 11" 2° 2!" 3- 3� ° EIGHT SP4 I 8d NAIL�44, 85 M ' LFTA 16 2• 17" 38�'l L 16 1205 1400 5. -10d H 4200 STUD • OUG-FIR LARCH / SO. PINE FASTENER? ALLIOWABLE UPLIFT LOADS a MODEL L AVG 10d 10d x 1 " CODE • • ULT. R� LFTA LSTA21 1 No. 10d 10d x Ir (13.3 / 160) (133) (160) i J I j MTS16 16 14-10d 14-10d x 1r 3116 1000 840 1000 3. 41, 128 • • • MTS20 20 14-10d 14-10d x 11' 3116 1000 840 1000 3, 41. 128 •ARtx12 � • a Simpson Strong-Tie • HGA10 LST20 20 12-10d 12-10d x 1r 2383 775 720 720 3. 41 CNW- DETAIII "Ell �. COUPLER NUT Equal number of - SO. E W 1 DOUG-hIR-LARCH � � CI TYPE OF DIRECTION ALLOW) BL LO OS RODE p MODEL CONNEC- OF LOAD FLOOR ROOF (13 3/ S e C I f I each C h i end do •• t l 11 N0. T10N 100 125 1601 i'• Simpson Strong-Tie DETAIL K G 515 845 67C0 ' O LTP4 5 J 515 645 67CD 6. 39. 97 C S 16 DETAIL "H11 H 515 645 67CO MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'•'-"(0F/SP) (133) HOLDOWN HOLEOWN r� Np DEFLECTION DEFLECTION CODE � ART •x12 V L O I MODEL ACHIN AVG LENGTH OF BOLT z3 AT HIGHEST AT HIGHEST REF. .• • STU '-ABLE /"1 [-a NO. ANCHOR OLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD ALLOWDESIGN po �SIMPSON F—I 1 BASSE BODY HB4 SB W H B SO CL DIA DESIGN yht� RAISED OFT W CA TY DIA 11' 2• 2j" 3' 3�" 5�• LOAD PLATETHE SILL 1'„ TAKE—UP WASHER �h O • 2 1 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2. 43, 82 V 1 { HD2A 16 12 4� 2� 2�• 81 {� �° ,fit Q' O ARTR„xl2 3 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS 0 N0. AVG DF SP CODE i yy L STUID PLATE ULT. (133) (160) REF. O SP4 7r• -10d x 1 r 917 735 885 7. 40. 127 • ^ MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA NAILS �' 133 (160) REF. oo W L (1100 ) i LSTA21 20 1,}" 21 16-10d 5 1 D5 1295 7, 40, 90 ° 1 1 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE I No. GA W L NAILS 1100 R (133) (160) REF. i Simpson Strong-Tie MSTA24 18 1 " 24 - 111 025 1370 1640 1 7, 40, 90 L U S 4 6 TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE MODEL L END TOTAL s SPACING REF. HDZA (LENGTH L GA CUT LENGTH ( ) (100) (133 / 160) oc. OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 150' 1 14• 16 CLEAR SPAN +31" 28-8d 1235 1650 2jh• 7. 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE MODEL DIMENSIONS FASTENERS _ NOTED. FAILURE TO COMPLY WITH ALL NOTES DN. 01\1 THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF tl25 CODE FY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" W H B LOd 16d ULT• (133)(160) 1Od 16d 10d 16d 10d 16d R ;.`L LIABILITIES ON THE CONTRACTOR. i WS46 16 4j" 2 _— 4-16d 4-16d 6076 1140 1160 1000 11M 1250 7. 40. 127 i DETAIL Irltr STU " HUS210-2 14 3j" 9j* 2 _— 8-16d 8-16d 6076 1755 2105 1650 1900 2os5 1 3s, 84, 122 /ART 'x12 SIMPSON DOUG-FIR LAR - . INE ALLOWABLE LOADS A FASTENERS UPLIFT LATERAL CODE '✓ TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. i NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F s HGA10KT 14 4-SDS;"xtj' 4-SDSrx3• 1523 435 435 1165 940 160 i { SP4 CNW— ? � � 8d NAILS,as cNw- COUPLER NUT t w� SIDE OF TRUSS. MTS16 STU . . o . MTS16 COUPLER NUT SP4 �• T11TAL FOUR . H D 2 A t ,� A 1 , � SIMPSON INTO NAILS Tva DE�"�•Pils e. • ' STU SIMPON LSTA21 SIMPS❑N TAKE-UP WASHER 0 4 ' • ' •° ° TAKE-UP WASHER ' '."" °C / 111TAL FOUR . • g- > +,; � � o ° Strom Tie '��� � I M ns LSTA21 HUS210-2 j i I Z E h 1 � f T d.� Fl o I WWA � g To • PLATES •0 • ANCHOR BOLTS l7GIiT • / I PROJECT NCI: 8d INTO (D�� Simpson Strong-Tie PLATES °O DETAIL "A" • I I 869-2005 DRAWN aY: H7 EIGHT" �INTO 9­1 DETAIL "D" DETAIL "G" DETAIL cMA STUD Slmipson Strong-Tie •• 0 CHECM M. aeo ' LFTA H7 Simpson Strong-Tie L LFTA o (I ROD SYSTEM „_ „ 1 4 - 1 -0 LFTA • I BP SHEATHING NOTES: NO SUBSTITUTIONS �... , ; DAM- 05-29-05 °°•°° I ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDIULE OF THE AMERICAN FOREST & PAPER ASSOCIATION { °K;;' (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND 'TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 9 P All framing hardware shown on these tans, unless otherwise indicated, is Simpson Strong-Tie, i (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, 6J'".;.: .. I (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to 3, j (4) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing .• V i hardware substitutions will render these plans LTP4 NOTE: null and void, and will result In the installer/contractor ,,e'. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE -~ I I assuming responsibility for the design and "• - ° i LTP4 REQUIRED AMOUNT CALCULATED FOR EACH CASE. performance of the entire system. �r UME a ' SIMPSON LTP4 PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK DETAIL NOTE: "L" WINDLOAD •. 11 11 AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO • .• DETAIL C FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CHARTS & • � Simpson Strong-Tie CALC. & 410 ' Floor-to-Floor Connections NOTE: © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. STRONG—TIE I •� EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NO)T BEEN RETAINED TO INSURE PROPER INSTALLATION OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. IUNDER FEDERAL COPYRIGHT LAW. DETAILS PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. S"EEr NO: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE i Ir�3 rr PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. OF LTP4 DETAIL LTP4 Acceptance of these drawings does not authorize the right to build without the authorization 3 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Simpson Strong-Tie Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. Floor-to-Floor Connections i I i 1 i EWNEER'S SEM--- i i Table .�, ►► Ridge ®nsion :strap Connection R-equi ernents fog Find �xposur® C Table 3.10 Root Sheathing Attachment Requirements for Windy Loads - Table 3.2A 5/8" Anchor Colts - Sill Plate to Foundation Connections Resisting i Table 3.1 ldaillnr; scheftle Exposure (Prescriptive Alternative to Table 3.6) , Shear Loads from �'Vll�esi - �Oi3el�r® j Number of Number of (Prescriptive Alternative to Table 3.2) Joint Description Common Nails Box Nails Nail Spacing Three Second Gust Dead Load Asaamptlosia: Roof Assembly DL=10 psf 85 90 100 110 120 130 140 150Wind Speed(mph) Three Second Gust Wind .T; .�•„«.<.. t>x r .�,•aJ„g.... .'wy.,l';ti•.•••;+< %,.�;.v.,•::.;� _r ; �, " �•-'3.•:,err°• �.$?:`` „^ ',.:, Pe ( P ) S m 85 90 l00 l 10 120 130 140 1 so '�su•,` `'Mrt•!1,vtf,,`t �.4'�,: ;+. � Mr�,,, {*b# '!'* na c i1'f�i x > ":„ '+, '�', •+m,..,f Dl" ., � ';< `> =^ >` Three Second Gust Wind SPA(mph) 85 90 too 1 110 120 1 130 1 140 ISO Foundation Building Dimension 5/8"Anchor Bolts Rafter to T Plate (Too-nailed) •_ � -� (see Table 3AA) (see Table 3.4A) Per rafter Roof S asa:..sA STRUCTURAL SHEATHING Supporting Perpendicular to 1 ) see Table 3.4A see Table 3.4A per joist Roof Pitch Span Number of 8d Common Nails or 10d Box Nails in each end of 1-l/4`Strap E F E F E F E F E F E F E F E F Number of Bolts ired in Shearwall Line12� ft• Shearwall Line(R) ttequi Ceiling Joist to Top Plate (Too-nailed) ( ) ( Sheathrg Locatron' Rafter/Truss Spacing 12 1 1 2 2 2 2! 3 3 Ceiling Joist to Parallel Rafter (Fare-nailed) (see Table 3.9A) (son Table 3.9A) each lap 1°" 12 1 1 2 2 2 3 3 4 (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or IOd Box Nails(inches,o.c.)s see Ta61e 3.9A see Table 3.9A each lap i Ceiling Joint Laps over Fartitians (Face-nailed) ( ) ( ) Cotter Tie to Rafter (Face-nailed) (sex Table 3.6A) (see Table 3.6A) per tie 16 1 2 2 2 3 4 4 5 Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 20 2 2 2 3 4 4 5 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 20 2 2 2 3 3 4 4 5 Rim Boatel to Rafter(End-nailed) 2-16d 3-16d each end 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 24 2 2 3 3 4 4 5 S 3:12 24 2 2 3 3 4 S 6 7 Interior Zone t 1,a,5'ya +: 'd'.,: i'mnt,r..n.. .4'% ,eel m t s: h":, w�" `"�d «k7 ,7• at R: q�:R ':•y>;:>;;: "tpiaa.li$ tt.. '}?. p.p •y*.. .K . i k'&': k.'vt+a yy:Y�'r..Yi S'.''�'Y..,,.;;:q,•i ;:w;•;+:u4;.,,: ..qr .�, r.5 u.C!"x.'' ,:aY'+: ,1.°�" ,'r, .T ,.s x: 7 ,.e '* •�:;a t, ,'`�•.. .�S!�" 28 2 2 3 4 5 6 7 B 5 s 6 � ,, 19.2 6 l2 6 12 6 12 6 12 6 l2 6 12 6 12 6 12 28 2 3 3 4 4 .r;. ';� -;'i,.f.,e�'� °,b•».,��„ _ ;+� y. ':'.t..•'»" L,.n .•. ,sw.»..,,«.••,.�M::...i:..:::..n,i.3.....3..',,...;ii.�:..:�a;:.:.,,�';.oe :.,...�....�...w.:::...:t•.rows..,�....,..�.,<.w::.,..:o-.«.w..., "7.r{.e.,a.4:�'$iwt;w«..:w..,-.. .:«...,.r._.__'r=".blw..s-,_...: _ .:..w...;..._a;,':,w'.�.;;.• •..w�': ••'r.""x.<° ,"o�..» ',..«.C,...�.................,a... Top Plate to Top-Plate (Face-nailed) ' ' r foot 32 2 3 3 4 S 7 8 9 24 6 12 6 12 6 12 6 12 6 12 6 12 6 l 2= 6 12' 2-16d 2-16d pc 32 3 3 3 4 5 6 6 7 1 4.16d 5-16d joints-each side 36 2 3 4 5 6 7 9 - Top Platen at Intersections (Face:-tuiiled) 12 6 l2 6 12 6 12 6 12' 6 12 6 12 6 6 6 6 1 Story 36 3 3 4 4 S 6 7 8 Stud to Stud (Face-nailed) 2-16d 2-16d " 24"o.c. 12 1 1 1 2 2 2 3 3 Pemmcier Edge Zone t = = m 1 3 4 i 16 6 12 6 12 6 12 6 12= 6 6 6 6 61 63 63 6' 40 3 3 4 5 6 7 7 9 1 Header to Header(Face-nailed) 16d 16d 16 o.c.along edges 19.2 6 12 6 12 6 12 6 6 6 6 6 6 6 6 4 a 50 4 4 5 6 7 8 9 ll 16 1 1 2 2 2 3 3 4 t 1 s > s 3 , 3 4 4 4 , 60 4 S 6 7 8 110 11 13 24 6 12 6 12 6 6 6 6 6 6 6 6 4 4 4 4 { see Table 3.SA see Table 3.5A stud 20 1 2 2 2 3 4 4 5 Gablc[Endwall Rake or Rake Truss w/Lookout Block 6 6 6 6' 6' 6 6 6m 4 4 44 44 - 70 5 6 7 8 9 11 13 15 Top or Bottom Plate to Stud (End-nailed) ( ) ( ) 4:12 24 2 2 2 3 3 4 S 6 , , , 80 6 6 8 9 11 13 14 17 Gable IEndwall Rake or Rake Truss w/o Rake Overhan 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 Bottom Plate to Floor joist.Bu djoist,Endjoist or 2-16d'-' 2-16d'; per foot 28 2 2 3 3 4 5 6 7 20 3 3 3 4 S S 6 7 Blocking (Face-nailed) 32 2 2 3 4 4 5 6 7 BOARD sHEATtiI1d0 4 3 3 4 5 S 6 7 8 o-p„ :+ if.nw? e;'$•' „,k '•,errr. 'rfi'dt:'-:`! :i' "tip"��.:A., r�¢.�P,,"';e:�.;Q{.�r F,.. ;.y,.e'',wla`+';�. ! ryry.'t<hak;AC 4 t ?t„t.,a<, o;• Y? w +:d ,'r r;?,, X + q:)".i#Vx '.f* ' l?10`•t ' ', r., r w'a.. »: n '"ar .w..;.l 36 2 2 3 4 S 6 7 B a Sheathing Siee Rafter/truss Spacing Minimum Number of 8d Common Nails 28 3 4 4 5 6 7 8 9 Joist to Sill,Top Plate or Girder (Too-nailed) 4-8d _ 4-10d <.. per Joist 12 1 1 1 1 2 2 2 3 (inches,o.c.) 2-8d 2-lOd each end 16 1 1 1 2 2 2 3 3 Per Support 32 4 4 5 6 7 8 9 11 + Bridging to Joist (Toe-nailed) 2 Stories 36 4 S 6 7 8 9 10 12 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 20 1 1 2 2 2 3 3 4 lxi6 or Ixtt Sheathing 12-19.2 2 2 2 2 2 2 2 2 Blocking to Sits or Top Plate(Toe-nailed) 3-16d 4-16d each block 1 x 10)or Larger Sheathing12-19.2 3 3 3 3 3 3 3 3 40 S 6 6 7 9 10 12 13 T 1 Ledger Strip m Beam(Face tart filed) 3-16d 4-16d each joist 5:12 24 1 2 2 2 3 3 4 S SO 6 6 8 9 11 12 14 16 �••d••� J 28 1 2 2 3 3 4 5 5 60 7 7 9 11 13 15 17 19 ]� 1 Joist on Lodger to Beam(Toe-toiled) 3-$d 3-10d Joist 32 2 2 2 3 4 4 5 6 1 70 8 B 10 l2 l S 17 20 23 E Nail spacing at panel edges(in.) 1 Band Joist to Joist(End-naitedl 3-16d 4-16d per foot F Nail spacing at intermediate supports in the panel field(in.) 80 9 10 12 14 l7 19 23 26 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d 3-16d per w 36 2 2 3 3 4 5 6 7 28 4 5 6 7 8 10 11 13 v Q o"!'s,Jq,(•..i^oa ^J,`jx4Y�;?1.-yt/Yr..w t.,.':••a'�,w�rt'akp!d-7�•r'..d^.°'. 'rc":.Es r!a�ix .�r,.,; ^bw drm..e' ,.; fA? r+., u> ",s3 M.; 12 1 1 1 1 2 2 2 2 For roof sheatlun within 4 feet of the perimeter edge of the roof,includin 4 feet on each side of the roof the 4 P,1 . :; ,,,. ,,E ;>'g"x"It.a�)" ya ,... ;:' •'. .•- •,,.M,:,. ' y.+>• s.�.,a: 8 Pe 8 B peak, not perimeter edge zone attachment requirements 32 5 5 7 8 9 I 1 13 14 l .,7� ,'•„ - -- - Table 3.1 ..•a $'. °, } ''6` t«.. " -:w:a,a� »>,..«' . ,:.dw.«..».m..u�•..a......w,w....,»a..s......a..d;p...�«:F'� �_�.:.;::-- �' -=�•:-• - --- 16 1 1 1 2 2 2 3 3 shall be used 36 S 6 7 9 10 12 14 16 a Structural Pastels 8d 10d (see 0) 20 1 1 2 2 2 3 3 4 Tabulated 12 inch o.c.nail spacing assumes sheathing attached to raftedttuss framing members with G>0.49. For framing members with 0,42< G<0.49,the nail 40 6 7 8 10 12 13 16 18 O { Diagonal Board Sheathing spacings shall be reduced to 6 inches o.c. 3 Stones 1"x6"of 1"x8" 2-8d 2-10d per support 6:12 24 1 1 2 2 3 3 4 4 1 Tabulated 6 inch o.c.nails 50 7 8 10 12 14 17 19 22 pacing assumes sheathing attached to rafterAmss framing members with G>0.49. For framing members with 0.42<G<0.49,the nail 3 8d 3-lOd per support 28 1 2 2 2 3 4 4 5 60 9 10 12 14 17 20 23 26 $ I"x to"ex wider , ±v.� 'r '�:ui».iv-ria:a"'r a:•°;r;�'_r'r +:,,ri:<„,a*rrrt°•r>.':..w _.�_�'-?•r.`..ty,.,`L,�y::,:.,;e'.a n; spacings shal l be reduced to 4 inches o.c. �, •,_..,,..• 70 10 11 14 17 20 23 27 3l . t ;,:. ,se;w.Yr :w�,.+,,, ..0 �w,.Kr �nq k w `_. Y,; 32 2 2 2 3 3 4 S S Tabulated 4 inch o.c.nail spacing assumes sheathing attached to rafter/truss frarrting members with G>0.49. For fTamin members with 0.42<G<0,49 the nail y1��.,,1'�,',"7•'„+M,�f.,t' S '$i' 'I'' •'1. °aF ',;.t',"ri` c a'°"•'�. t -... 0. f.Y'd:T..�l,w �71."' tt"� •.°„• ..,.e• +",:�. ,i:s '7 ,•Fu-.�.a.,t.,.a - x.w�..,..,.a•-,H.w.::7.�wt..<:'..',.»;a*,.7.w..:..:,..M a..,..r-...."......;..,w.'• w: .:..r:i::S:a,.,...w.u'�wa.,,.;,:,..iala�.e.�,: •J�•��'-p•-'••'°�"•w�'-"""''�" '°"'""` '" il 36 2 2 2 3 4 4 S 6 spacings shall be reduced to 3 inches o. Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field 12 1 1 1 1 1 2 2 2 5 Tabulated nail spacings ass c 80 12 l3 16 da 23 26 31 35 VJ O in assume a building located in Exposure B. * Anchorage required t0 resist lateral loads shall be determined In the fotmdatioa design per Section 1.1.4. .l. : ., r.f:.!'s r":.'"*:'lt,fP.i-'.:.; sr,,� Pros' five limits arc based on assumptions in able 3.2. n ,, .•r,. T F--i a:s.• +,:,, A, ^t •mow ry p� ',r.•,.<g •• •.,. a'y, �r�r, P. ,r ���rr ,✓a., A':s',r 1. 'h[R �t� ,to .i •�� _ -..s.��-:.. _• -- 16 I 1 1 2 2 2 2 3 {; ;� �: . Sheatl�in. and Cladding Attachment a �Irernents for in � �""" •-..T•_•=•-N r ,,,��,;,„•_.,.r.,.�,�. _,..:.°...�.,�KK•�^. :�.-�:.-:�:c•`-�•--- -• ,-••---�. -�'"=--•�- -�-"-'-'--�""`` � � = y g length of the ahearwall line,and in no case shall the anchor bolt Structural Panels Bd~ 10dy (see Table 3.11) Table, �•��• tell H t 20 1 l 2 2 2 3 3 3 Loads - EXPas��.e �? Anchor bolts shall be uniformly distributed aloe the en spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. r Q Fiberboard Panels 7:12-12:12 24 1 1 2 2 2 3 3 4 Southern Sill plates are ®4�1 25/32" �, 3"edge 16"field 28 1 2 2 2 3 3 4 4 Table 3.2B 3 Bottom Pl to to to be treated Foundation Connections (Anchor Bolts) resisting gel 3 edge/6 field 32 2 2 2 3 3 4 4 5 5dcoolers 5dcoolers 7"edge/10"field 36 2 2 2 3 3 4 5 6 Three Second Gust B5 90 100 110 120 130 140 150 .atonal and Shear' Loads frol>11� Wind - Exposure B • Gypsum Wallboard ind Speed(mph) o Hardboard 8d 8d (see Table 3.11) 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building (Prescriptive Alternative to Table 3.2) rr. � Particleboard Panels 8d 8d (see manufacturer) corners _ C-' 2 Tabulated ridge connection loads assume a building located in Exposure B. E F E F E F E F E F E F E F E F - - `- I Diagonal Board Sheathing 3 Tabulated connection requirement are based on total lift minus 0.6 of the roof assembly dead load 0.6 x 10 01 i"x6"or 1"x8" 2-8d 2-lOd per support � � Y ( ��' Three Second Gust Wind i"xl0■or wider 3-gel 3-1 Od per support ' Tabulated connection tegtiirettunts are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the Stud Spacing 4 Speed(mph) 85 90 100 110 120 130 140 150 1 inches o.c. ,.,+,a,.. e ��.� •;�� �� •ru5}:,n„ .„•,Y ,,.,rysy „3<•,.,<,-k ��.,.-f,.� �` ;k'��,^£ ta(,trlated values by the appropriate multiplier below: Sheathing Location (• ) Maximunn Nail Spacing for 8d Cotntnon Nails en lOd 13ox Nails( ) inches o.c. Bottom Plate to Foundation Anchor Bolt ., �:t,.,,,,.Wa.. tr,.;�:» yM r ,+^.�/��ely Cr"c: •'t' .r x.. Supporting Maximum Anchor Bolt sera in ,:�,. ;e'f,•"',>?" .,,C.ur., `a2„ ,i ,'.`" ',ea •--t;•;w�¢''''RrV k N�4�.a+:[ ",£ *,+...•.`,' .i,.a. ;*.; �, . • w -� _ Ridge Connection Spacing(in.) 12 16 19.2 24 48 72 .... .....-°...-....r..._.,..._�.... ,......�„e.......- ✓. -4�..;. <.A»wa4„a Aac.r.., -ar'...4s,d..,:,•'.,...<.';.-.>-,�.., a;Y`,..a ,u, .,.; -,�,,, .,•„.w. .,.a .:,: Connection Resistin Foundation uppo g ho Spacing( •) 5tivcttu4il Parrots 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 l2 Multiplier 1.00 133 1.60 2.00 4.00 6.00 1/2"Anchor Bolts 1"or less 8d lOd 6"edge/12"field s Ilntcrior Zone 16 6 12 6 12 6 12 6 l2 6 12 6 12 6 12 6 l2 ��l» 1 Od 16d 6"edge/6"field When the tabulated number of nails required in each end of the strap is equal to 1 and the framing is attached in accordance with 24 6 12 6 12 6 12 6 12 6 12 6 122 6 122 6 12= Diagonal Bgreater oard Sheathing Table 3.1,the ridge strap and additional nailing is not required. Lateral and Shear;Dads 1-3 stories 30 5/8"Anchor Bolts 8 8 2-8d 2-10d per support 6 When a collar tie is used in lieu of a ridge strap,the number of 10d common nails required in each end of the collar tie need not 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1-3 stories 45 1"x6"or I"x8" ea"Ed a Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 t Prescriptive 1"x10"or wider 3-8d 3-14d per support exceed the tabulated number of 8d common nails in a steel strap,or the number of 12d box nails in each end of the collar be need g limits are based on assumptions in Table 3.2. not exceed the tabulated number of IOd box nails in a steel strap. 24 6 12 6 12 6 12 6 12 6 le 6 12= 6 12r 6 12= = When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tabulated ' Nailing requirements are bet+ed exm wall sheathing soiled 6 inches ot►-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor bolt limitations see,Section 3.2.1.7 and 3.2.2.3. panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear BOARD SHEATIBNO or LAP SIDING 3 Tabulated anchor bolt spacings for lateral and shear loads assume walls are sheathed in accordance with Section 3.4.4.2. For other wall sheathing plates,shall be used to rrtaintain the load path. Shoat!in Size Rafter/Truss S Minimum Number of tld Common Nails or l0d Box Nails es the tabulated anchor boltspacings shall be divided b the appropriate sheathin adjustment factor in Table 3.17D,but in no case shall = When wall sheathing is continuous over connectedi members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. g p�8 types Yg type J r staples are permitted,check IBC for additional requirements. AMERICAN WOOD COUNCIL (inches,o.c.) Per Support anchor bolt spacings rxceed 6 feet on center. Corrosion resistant I 1 gage roofing nails and 16 gorge slap pe t� .,.� ' For three second past winds speeds greater than 110 mph,with a tabulated lateral value from Table 3.5 greater than 262 lf,lateral connections shall �q �t I� t� Ix6,or Ix8 Sheathing 12-24 2 2 2 2 2 2 2 2 i` s BT P 8n P !1 Table 3.9A after/Conlin SoEst r1"'��.' al Joint Connection Requirements lx10cor Larger Sheathing 12-24 3 3 3 3 3 3 3 3 bedcterminedusi�gtheloadsfromTable3.5. j AI.MERICAN FOREST dt PAPER ASSOCIATION Ta�Ae .�d� t®lC '�t31�/or Cell �n .ioi >� + (� Pintoteml ene C® ectiot� (Prescriptive Altemative to Table 3.9) E - Nail spacing at pane]edges(in.) F Nail spacing at intermediate supports in the panel field(ire-) i P Dead Load Assumptions:Roof AssemblyDL= 10 psf (Prescriptive Alternative tot Table 3.4) Wor v,tll sheathing within 4 feet of the corners,the 4 foot edge=no attachment requirements shall be used. Roof Live Load Ground Snow Load 7fahw d 12 inch O.C.nail spacing assumes sheathing attached to stud framing members with G L 0.49. For fttrtirin members with 0.42 5 G<0.49,the Dail spacings P - - _ ':�- g B g able 3.2C mill or Bottom Plate to Foundation Connections (Anchor Bolts) 20 psf 30 psf 50 psf 70 psf sshall le reduced to 6 inches o.c. Three Second Gust Wind Speed(mph 85 90 100 I10 120 130 140 150 '�" Is�lttg Uplift Loads from Find - Exposersr® B a i Roof Span(ft.) 3 IFor V>uior panel siding,galvanic box neds shall be permitted to be substituted for common trails. a --J12 24 36 12 24 36 12 24 36 12 24 36 4 Tabulated nail spacings assume a building located in Exposure B. (Prescriptive Alternative t0 Table 3.2) a o Number of Table 3.- . Nor colts - Sill Pinto to �"ollandation Connections Resistin�, ----- --' v� � R Rafttr/Cciling Joist Wall �.L4 �./�" �nC., 'f' „ T� t 2s,s Rafter Spacing Spacing(in.) Height(ft.) Required in Each ltaftcr and/or Ceiling Joist to Top Plate Connection Rafter Slope P 8 Required Number of 16d Common or 40d Box Nails per Heel Joint Connections x.3,4 s,6 �` � � o i3 2 2 2 2 3 _ 3 3 3 (in.) Thor E,ol " r®E i13S� - �:J ®sere Three seceodndm Gust Wind 85 90 too 110 1120 130 140 ISO •1' o 8 12 4 7 10 4 8 12 6 II 17 8 15 22 (Prescriptive Alternative to Table 3.2) o . 12 10 2 2 2 2 3 3 3 3 Bottom Plate to Foundation Anchor Bolt tz U o .. 8 2 2 3 3 3 4 4 4 3:12 16 5 9 13 S 10 15 8 15 22 10 20 29 Foundation Su 'I , 16 19.2 6 11 16 6 12 18 9 18 27 12 24 35 Connection Resisting Supporting Maximum Anchor Bolt Spacing(in.) O o 10 2 2 3 3 3 4 4 4 Three Second Gust Wind S h 85 90 100 110 120 130 140 l SO 8'End?.Ones . 24 7 13 19 $ 1 S 23 t 1 22 33 15 29 44 Foundation Building Dimension 1!2"Anchor Bolts Uplift Loads 1-3 stories 72 70 49 39 33 28 25 23 8 3 3 4 4 5 5 S S Interior Zornes i 12 3 5 8 3 6 9 5 9 13 6 11 17 Supporting Perpendicular to o 7 ;° j 24 10 3 3 4 4 5 5 S 6 Number of Botts Required in Shearwall Line'.2a 1-3 stories 72 72 57 45 38 33 30 27 ►� b 16 4 7 10 4 8 12 6 11 17 8 15 22 Shearwall Line(ft. 4:12 ` t Prescriptive limits are based on assumptions in Table 3.2. R N Proscriptive lumita taro based on esstunpstiooa in Table 3.4. 19.2 4 8 12 5 9 14 7 14 20 9 18 27 12 2 2 2 2 3 3 3 4 Z When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tabulated E-e o z Tabulated connection requirements asstume a building located in Exposure B. - 24 5 10 1 S 6 12 17 9 17 25 I 1 22 33 16 2 2 3 3 3 4 4 5 '' 2 3 When ceiling joists are installed patatWl to rafters,the slim of the toenails in the rafter and ociting joist shall equal or exceed the values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.26 , For other anchor bolt limitations sere Section 3.2.1.7 and 3.2.2.3. S tabulated number of nails required. 24 3 3 4 4 S 6 6 7 ) o� l2 3 4 6 3 5 7 4 7 10 5 9 14 20 2 3 3 4 4 S 5 6 e void Uttin no more than 2 texntails shall W installed in each side of a)rafter or ceiling joist whew fastened to a 2x4 top plate 16 3 6 8 3 6 9 5 9 14 6 12 18 i u ^ ALTERNATE RIDGE STRAPPING W W f--I J/ To a lTp $, 5:12 28 3 3 4 5 6 6 7 B DETAIL TO BE USED IN ALL j or 3 toenails in each side when fastened!to a 2x6 late. 19.2 4 7 10 4 8 11 6 11 16 7 14 21 1 Story 32 3 4 5 S 6 7 8 10 CATHEDRAL LOCATIONS. 24 4 8 12 5 9 14 7 14 20 9 18 27 36 4 4 5 6 7 8 9 11 PROJECT N0: SIMPSON MSTA24 STRAP TIE ` 12 3 3 5 3 4 5 3 5 8 4 7 10 40 4 5 6 7 8 9 10 12 TO BE INSTALLED 16" oc 869-2005 SHEATHING NOTES: 16 3 4 6 3 5 7 4 7 10 5 9 13 50 5 6 7 8 10 11 13 is ALL SHEATHING TO E3E NAILED IN ACCORDANCE WITH THE 7:12 60 6 7 8 10 11 13 15 17 EVERY RAFTER) )24 DRAWN BY: NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 19.2 3 5 7 3 6 8 4 8 12 S 10 15 70 7 8 9 11 13 13 18 20 A � ASSOCIATION(AF & PA) WOOD FRAME: CONSTRUCTION MANUAL 2a 3 6 9 4 7 10 5 (0 15 7 13 19 80 8 9 it 13 15 18 20 23 PROVIDE 2x6 COLLAR TIE CWLKM BY-. 12 3 3 4 3 3 4 3 4 6 3 5 8 20 3 4 4 S 6 7 8 9 UNDER RIDGE - 16' oc. FACE NAIL USING (4) 10D NAILS (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 16 3 3 5 3 4 5 3 5 8 4 7 10 24 4 4 5 6 7 9 10 11 TO EACH END OF COLLAR iIE p „ HIGH WIND EDITION. 9:12 28 5 s 6 7 8 10 tl 13 UNDER RIDGE - 16" oc. 1 4 = 1 -0 19.2 3 4 6 3 4 6 3 6 9 4 8 12 (1) SHEATHING TO BE NAILED TO CC�A SILL 2a 3 s 7 3 5 s 4 8 11 5 10 15 32 5 6 7 $ 10 11 13 15 2 Stories 36 6 6 8 9 11 13 14 17 OF w °A 05-29-05 (2) SHEATHING TO EQUALLY SPAN 1T AND 2ND FLOOR BOX BEAM 12 3 3 3 3 3 3 3 3 5 3 4 6 40 6 7 8 10 12 14 l6 18 50 8 9 10 12 IS 17 20 23 ° ° ° ° ° ° 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 16 3 3 4 3 3 4 3 4 6 3 S 8 �, DES/ ? ( ) 12:1211 (4) SHEATHING TO BE NAILED TO TOFP PLATE 19.2 3 3 4 3 3 5 3 5 7 3 6 9 60 9 10 12 15 18 21 24 27 / M1 70 11 12 14 17 20 24 28 32 24 3 4 5 3 4 6 3 6 9 4 8 11 80 12 13 16 20 23 27 32 36 t Nailingrequirements shall be rotted to be reduced 25%if nails are clinched. p 28 6 7 8 10 11 13 15 18 y.�'` • r.' Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to resist the applied 32 7 7 9 11 13 15 17 20 i loads. 36 8 8 10 12 14 17 20 22 NOTE' 3 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint connection 3 Stories 40 8 9 11 14 16 19 22 25 �Ofi>E Zak ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO requirements shall be permitted to be reduced proportionally to the reduction in span. 50 10 11 14 17 20 23 27 31 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED 4 Equivalent connections are required for ceiling joist to ceiling joist tap splices. 60 12 14 17 20 24 28 32 37 SHt�r TITLE: AMOUNT CALCULATED FOR EACH CASE. s Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. 70 14 16 19 23 28 32 38 43 1 6 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling 80 16 18 22 27 32 37 43 49 / T T y NAILING joists or rafter ties are located higher in the attic space,no attic storage is assutmed and the tabulated heel joint connection requirements shall Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. ��rd`A1L limit Prescriptive limits are based on assumptions in Table 3.2. 1V1 SCHEDULE NOTE: be increased by the following factors: = Anchor bolts shall be uniformly distributed along the length of the shearwall tine,and in no case shall the anchor bolt D- REQUPROVIDE SOLID BLOCKING G ALL FLOOR JOISTS AND RAFTERS , Ceiling Height/Roof Ridge Heel Joint Connection spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3<2.1.7. & REQUIRED BY THE E3UILDlNG CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) �� Height(Hc.`HR) Adjustment Factors 3 Silt plates are assumed to be treated Southern Pine. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 112 2 NOTES FAMILY DWELLINGS, 2001 SBC HIGH (WIND EDITION. a, _ © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ' T T� 114 t.s ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1/4 1.33 UNDER FEDERAL COPYRIGHT LAW. 1/s 1.2s THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) PLANS MAY NOT BE REPRODUCED WITHOUT SHM NOTE: I t. WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WRITTEN AUTHORIZATION. No EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE I 1/6 1.2 NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY WIND EDITION. MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 1/lo I.It ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third EAST END DESIGN ASSOCIATES, LLC. ofthe ridge height,Hra or when He is greater than 2 feet and may require additional consideration. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. /) OF 8 AMERICAN FOREST R PAPER A-S-Sf1r1ATI0N Acceptance of these drawings does not authorize the right to build without the authorization `-t- of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building j Departments,DEC,FEMA,etc. Verify all conditions,"es,and requirements with such i agencies prior to construction. ? t i 1 , ENGINEER'S SEAL: i TABLE i i i PLAIN CONCRETE AND PLA NRMASONRY FOUNDATION WALLS PLAIN CONCRETE MINIMUM NOMINAL PLAIN MASONRY*MINIMUM NOMINAL WALL WALL THICKNESS(Inches) THICKNESS THICKNESS(inches) Table 3a23D Reduced Full Height Stud Requirements for Headers or Window Sill MAXIMUM - Bollclaacash _.._ p �S ®� �• p9 MAXIMUM WALL UNBALANCED GM,GC, SC.MH,ML-CL ! SC,MH,ML-CL Plates in Exterior 8,11s R-,05lztMg•8 2,.nd Loads - Exposure i�,71 C HEIGHT BACKFILL HEIGHi4 ow,GP, SM.SM-SC and Inorganic GW,GP,SW and GM,GC,SM, and Inorganic SW and SP and ML CL SP 8M-SC and ML CL i c 4 6 6 6 6 solidd or 8 6 solid"or 9 6 solidc yr R I Distance from Top Plate Down to Header(a)or Distance from Bottom PlatC Up to Window Sill Plate(b)to 5 6 6 6 6 solidd or 8 8 10 Wall Height(x/h),where x is the larger of a or b 4 6 6 6 6 solidd or 8 6 xalidd or 8 6solidc or 8 fi 5 6 G 6 6 solidd or 8 R 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 10 0.8 0.9 1.0 6 6 88 I 88 R l0 1? i luau Stud Header Span(ft_) Number of Full Height Stud Required at Each End of the Headers ALL TABLES ARE FROM THE AMERICAN FOREST & s 6 6 6 Fr u�1it!d or s e ALL TABLES ARE FROM THE AMERICAN FOREST & Spacing(ins PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 2 1 1 1 1 1 1 1 1 1 1 1 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL ' 6 6 8¢ 6 solidd or R 1U 10 c 6 6 8 R lU 12 IU solid 4 1 1 2 2 2 2 2 2 2 1 1 FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION % 6 8 L 10 ,2 1nxr,liJd i2 solid" 5 G 6 6 6 solids or 8 6 solidd or 8 8 FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 6 I 2 2 3 3 3 3 3 - 2 2 I 6 8 6 solidd ur R 10 12 (PRESCRI�''TIVE DESIGN) 12 to i 2 4 5 5 s s 4 3 2 1 s 6 R 18 10 10 12 d 12 solidd (PRESCRIPTIVE DESIGN) 10 12 le suliJ Footnote e 5 4 3 1 d 10 10 12 12 1 3 4 6 b 6 6 6 4 3 10.olid" 12 solids Footnoic v 1 - - �_ _ t 3 5 6 6 6 6 6 solidd or 8 6 solidd or 8 R . 7 7 7 6 5 3 t 5 6 Rr. 8 R 1U 12 16 t 3 6 7 8 1 8 8 7 6 3 t y 6 8 8 10 10 12 12 s311Jd IiI c.e 1 2 ? 8 10 12 12 solidd Fminoi 1 1 1 1 1 l 1 1 1 1 R 10 10 12 12 solidd Footnote a Footnote c 4 1 1 1 2 2 2 2 2 1 1 1 9 In 12 Footnote r i Footnote a Footnote Footnote e 6 1 1 2 2 3 3 3 2 2 1 1 for Sf. I ivah 25.4 nm.t foot s iw.g mm,I and po per syaarc inch�6.895 Pa. 3 3 3 3 3 2 2 1 a.htonar sna I he Type IV or S aaJ masonry shall he laid in running bond.Ungrouted hollow masonry units are N nl.ued except where otae,wiw iudiculed. 16 iU 1 2 2 t.Soil e:usscs am in accordance with the L::ified Soil Classification System.Refer to Tablc k405... ! 1 2 � 4 4 4 4 4 3 2 1 rTl 12 1 2 3 4 5 5 5 4 3 2 1 c I I;tbalanced buckGa height is the difference m height of Ulecxtcriorand interior rmish ground levels.When:an interior concrete slnb is pluviccd, he unhalancod WW1 '14' 1 2 4 5 6 6 6 5 4 2 1 hicktil:height Alull be measured from the extesiur finish ground love)to the top of the ulterior voncrmc slab:. 16 d.SWO grouted hollow ulliis or solid mg%nn units. 1 3 4 6 6 6 6 6 . 4 3 1 c. 11'all cunswctinn shall be in aecurJr ice with Table R41}4.1 I(?}or a design s!m!1 be provided. W Table 3.23�1 Header Spans for Ex#er,ior Loaadbearing Waft 13e:�istin� Wind Loads - 2 1 l ] 1 1 1 1 1 t t 1 1 A de51g1:IS fCYtUITCd. r 1 Exposure4 1 1 1 1 1 1 1 1 1 1 1 g Thickness may he 6 inches,provided rninimwr 9pecif10 contpless,va stren,tth of concrete.J;,is 4.000 psi. v (�6 1 1 1 2 2 2 2: 2 1 1 1 24 8' 1• 1 2 2 2 2 . 2 2 2 1 1 O Three Second Guist Wind Speed 10 1 1 2 3 3 3 3 3 2 1 1 (m1ih� 85 - 90- 100 110 120 130 140 150 _ 1L I 2 2 3 3 3 3 3 2 2 1 Table 3.2413 Header Spans tear Interior Loadbearin Walls � Maxitmum Header/Girder Spans fior Common Lumber Speciess'r�A•s 14 1 2 3 3 4 4 4 3 3 2 I (Supporting Two Center Bearing Floors) 16 1 2 3 4 4 4 4 4 3 2 1 � - � O Sue (R-in.) (R-in) (ft:in) (ft.-in-) (ft:in.) (ft.4n.) (ft.-in.) (ft:in.) I The capacity of the connection of the top or bottom plate to each full height stud shall be equal to the unit lateral load(w•)given un Table 3.5 Dead Load Assumptions: Root7C.eiling Assembly DL-10 psf 0 .,.�-- -- tunes half of the header span(T.12)divided by the required number of full height studs(NF1-1)selected from 3.23D. Building Width(ft) I 2-2x4 7-1 6-9 6-0 5-5 5-0 4-7 4-3 4-0 { 2-2n6 8-3 7.9 7.0 6-4 5-10 5-5 5-0 4-8 Top or Bottom Plate to Each Full Height Stud Connection'-w (IJ2y'NFH 2-2x8 9.3 8-9 7-11 7-2 6-7 6-1 5-8 5-3 a 24 36 F�+-9 . Maximum HeaderiG(nier Spans for 2-2x10 10-3 9-8 8-9 7.11 7-3 6-8 6-3 5-10 2-2x 12 10-9 10-2 9-2 8-4 7-9 7-1 6-7 6-1 t'.�mmon Lumber So ecieasa 4 O " Headers Supporting Size (ft:inJ (fl 4n. (ft.-in.) 3-2,L8 11-4 10-9 9-8 8-9 8-1 7.5 6-11 6.5 ��`�1�_ Double Top Plate t�neFloorOnly 22x4 2-]0 2•l 1-8 F"" 1 3-2xl0 12-7 11-10 10-8 9-8 8-11 8-3 7-7 7-1 3-2x12 13-2 12-6 11-3 10-2 9-4 8-8 8-0 7-6 (Center Bearing) 2-2x6 4-2 3-1 2-6 O \ `.\ „�\ i� 4-2x8 13-1 12.5 11-2 10.2 9.4 8.7 8-0 7-5 2-2xa 5-a 3-li 3.3 [--I 3-11 4-2x10 14-6 13-8 12-4 11 -2 10-3 9-6 8-10 8-3 2-2x12 6-6 4-9 4-7 4.2x12 15-3 14-5 13-0 11-9 10-10 1U•U 9-3 8-8 2-2x12 7-6 5-6 4-? -•� i Header-� �' 3-2x8 6.8 4-10 4-0 t:ssa Maxiimlmm Hcadcd(iirdcr Spans for Glued Laminated Besets'' Full Height 3-2x 12 9.5 6- l 5-9 Size ft.-in. (R.-in. ft.-in. ft.-in. (R-in) (ft.-in.) (&-in.) (ft.-in.) Stud ark Stud ( ) ) ( ) ( ) J 4-2x8 7-8 S-8 4-8 i 3x5.;500 n 15-5 13-11 12-8 11-7 10-8 9-11 9-3 �� Window-, \\\ 4-2x10 9-4 6-10 5-8 3x6.lr5 o n 15-6 14-2 13-0 12-0 11-1 10-4 \\ h 4-2x12 l0-lU R-0 6.7 Sfll Plate \;���_ 3xR.250 o a a 15.6 14-2 13-1 12-2 11 4 \_ I Maximum HeaderKitrder Spans for Glued 3x9.625 n a n n 15-4 14-2 13-2 12-3 \_ 1'atninated B`-tunas` 3xIL000 c a ❑ n a 15-1 14-0 13-1 \ T Size qwu.) (ft.-in.) 3x12.375 c n a a n a 14.11 13.11 3x13.750 c a a a a n 15-8 14-8 L 3x5.500 5-4 3-3 2-6 b 3x6.875 6-.8 4-1 3-2 3x15.125 n a a a o a a 15-4 _e_ 3x8250 8-0 4-11 3-10 _ 3x9.625 9-4 5-9 4.5 3x16.5000 ❑ ❑ ❑ n ❑ u u ❑ Bottom Plate 1 3x11.625 10.8 6-7 5- I 3x17.875 c a n a a a a a 3x19.25p a a c a n a n a � 3x12,375 12.0 7-5 5-9 3x20.625 a n c n ❑ ❑ ❑ ❑ 3x13.750 13-4 8-3 6-4 3x22.000 n a ❑ a ° a a a 3x15.125 14-8 9-1 7-0 3x23.375 a o a a c n a a Table 3.24A deader Spars for Interior Load,�earing ails 3x16.500 16-0 9-10 7 3z24.750 a a ❑ u c: u a ❑ 3x17,875 n 10-8 8-3 5x5.5000 u ❑ ❑ ❑ c n n 15-5 (Supporting One Center Bearing Floor) 3x19.250 ❑ I1-6 R• 11 1 5x6.875 n a o a n n c a - 3x2U.625 a 12-4 9-6 1 5x8.250 a o n a e n a a Dead Load Assttmptions: Roof/Coiling Assembly T)L-10 psf 3x22,000 a 13-2 10-2 a P R 5x9.625 ❑ a o a o a o n Building Width(ft.) 3x233?5 0 14-0 10 9 �3t Maximum allowable headep'girder spans are limited to 16 fort. 3x24,750 ❑ 14-10 11 -5 c 4 Tabulated header span shall be permitted to be divided by 0.96,for framing not located within 8 feet 12 24 36 5x5.500 6- 10 4.10 3-7 m Maximum Header/Girder Spests for of building corners. Sz6.8?5 8-7 6-1 4-6 ,4 2 Tabulal cd spans assume a building;located in Exposure B. Common Li umber Species �'4 5x9.625 12-0 8-6 6-4 7 The number of juel studs required I at each end of the header shall be determined from Table 3.22F. headers Supporting .Size (ft.-in.) (ft.•in.) (tt-its.) I 5x 11.000 13-8 9-9 7.3 U a ° 4 rabWaicd valu ate based on#2 CGrade Hem-Fir,and are applicable to Species with equal or greater On!c Floor Only 2-2x4 4-4 3-1 2-6 5x 12.375 15-5 11-0 8-2 4 0 F and 19 from the Supplement i.e. Douglas Fir-Larch,Southern Pine,or S ce-Pino-Fir O E b pP ( ug 1'nt ) (Cantu Bearing} 2-2x6 6 5 4-6 Sx15.125 a 13-5 10-0 '' E ' Tabulated opens assume 24F combrination glulam. 3-8 E 2-2xR 8-1 5-9 4 Sx 16.500 n 14.7 In- 10 I,,r''{� � o R.aNµ.. f1 U its.a 6 The number of full height studs recquired at each end of the header shall be dc=m3dnod in accordance •8 5xl7.875 0 15-to 1 l-9 w wilh Ttible 3.23C. 2-2x10 9-11 7-0 5-9 `z 5xl9.250 a a 12-8 8 2-2x l2 11 -6 8- 1 6-7 5x20.625 n a 13-7 L, 0E Table 3.239 Header Spans for Exterior Ikon-Load," Malls and Window Sill 3-Zxs to-2 7-2 s- 10 ° Maximum allowable besdertgirder span exceeds 16 feet,spans are � i Piate Spans, fteleVn , Wind lLoads - Exposure S 3-2x1U 12-5 9-9 7-2 limited to 16 feet. u m3-2xl2 l4-4 10-2 8-3 t Tabulated spew are based on#2 Grade Hem-Fir,and arc applicable to species with equal or greater Fe arts E from the 5upplcment(i.e_,4-2xR 11-6 8-3 6-9 Three Second Gust Wind Speed Douglas Fir-larch,Southern Pine,or Sprwo-Pinc-Fir). For 03 (mph) 85 90 too 110 120 130 140 i c0 4-2x10 14-4 W- 1 8-3 Grade lumber,spans shall be multiplied by 0.75. PROJECr Not 4-2x12 a I1 -9 9-7 Tabulated spans assume 24F combination>rlcilarn. 8 69-200 5 Maximums Header/;irdcr Spans for Common t.nmber Specieel.2's•''s Maximum Header/Girder Spans for Glued t Tabulated spans assume headers supporting single span floor joists. DRAWN �: CMA For headers supporting continuous two as floor joists tabulated ��� BY- size • Laminated 13cams2.3'1 PP 8 sP sine (ft:in.) (ft-in.) (lt.-in) (ft:in) (ft-in.) (R-in.) (ft-iu.) (II.-in.) (ft.in) (ft,-in) (1'.-in) + Spans shall be multiplied by 0.99. 1-2x4(Iles) 7-3 6-10 6-2 5-7 5.2 4-9 4-5 4- 1 The number of lack studs required at each end of the header shall be 1 2x6(flat) 10-7 10-0 9-0 8-3 7-6 6-11 6-5 6-0 3x5.500 7-3 5-9 4-4 dcte lined from Table 24G SCALE: 3x6.875 9- 1 7-3 5-5 1/4 = 1 -0 j 2-2x4(oat) 10-9 10-2 9-2 8-4 7-8 7-1 6-6 6-1 3x8.250 10. 11 8-8 6-6 Treble 3.24�: C !�:eCilQ19 �? for Handers intrie►r d.ordb® 1r€lt� . ally DATE a 2-2x6(flat) 15-9 14-11 13-5 12-2 11-2 10-4 9-7 9.11 ¢ t NE9: 4 05-29-05 I t Tatrllated header spans shall be permitted to be divided by 0.96,for trarning not located uithin 8 feet of building corners- 3x9.625 12-9 10- 1 7-7 --- � I✓rO s = Tabulated spans asstun¢a building located in F.xpcasure H. 3x11.000 14-7 11-7 8-8 Roof Span(ft) COO 6 . f7EF��- s Tabulated header spans arc based on 10 foot wall hreights.For other wall heights,H.the tabulated header spans shall he divided 3x 12375 a 13-0 9-9 C7 i by(H/10)sn 3x13.750 a 14-5 l2 24 36 t0- lU Header Width i a Tabulated values are based on 02(trade Han-Fir,and are applicable to species with equal nr greater Fe and E from the 3x15.125 a 15- 11 11 -11 3" , 4.5" 5"; 6" 3" 4.5" 5" 6" 3" 4.5" 5" 6" n {�`�'" '?��a H"1 Suppltmtent(i.e,Douglas Fir-Larch,Southern fine,or Spntce Piue•Hir). 3xL6.5W a ❑ 13-0 2-" • 3-2x 4-2x 2-2x -2x 4-2x 2-2x -2x 4-2x ,r : s The number of fish heipJil studs required at each emd of the header Shall he determined its accordance with'fable 3.23C. t�Q ✓� 3x 17.875 D oHeader l 14-1 Sx5S00 8.8 6- 10 6-0 Header Supporting Span(ft) Number of Jack Studs Required at Each End of the Header.1 5x6.875 10-9 8-7 7-6 ES 2 1 1 1 1 1 1 1 l 1 1 1 1 Table 3.23C dull Height Stud Requirements for headers or Window Sill Plates in 5x9.625 15- 1 12-0 10-6 4 1 1 I . i i i l 1 1 1 1 l SHEET TITLE- Exterior Walls Resisting Wind Loads - EXPOS ere 0 � C sxtl.000 Q 13.8 12-0 6 1 1 1 ;, 1 i 1 1 1 2 5x12.375 a 15-5 13-5 One FlocorOnly 8 1 1 ',1 .. '+.` 1 2 1 4 1 :2 2 2 1 FOUNDATION (in) 5x13.750 a u 15-0 (Center Bening) 10 1 1 1' 1 2 2 1 1 3 2 2 2 THICKNESS I Wall Stud Spacing _ 12 16 24 5x 15.125 D ❑ c 12 1 1 1 1 2 •2 2 1 3 2 2 2 trttmbcr of Full Height Stud Required at Each ° Maximum allowable limderlgirder span exceeds 16 feet,spans are 14 2 1 t 1 3 2 2 2 4- 3 3 2 & Header Span(ft.) End of the IIeaderl limited to 16 feet. 16 2 1 :1. 1 3 '2 2 2 4 3 3 2 REINFORCEMENT Tabulated spans are barged on#2 Grade Ham-Fir,and are applicable © COPYRIGHT 200 5 EAST END DESIGN ASSOCIATES, LLC. 2 1 1 l i 2 1 1 1' , 1 l 1 1 1 2 1 1 1 TABLES 4 2 2 I to species with equal or greater Fb and E from the Supplement(i.e., 4 1 i. . -. 1 1 2 _ . 1 1 1 3 2 2 2 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 6 2 1•. 1 ' . 1 3 2 .2 2 4 3 2 2 UNDER FEDERAL COPYRIGHT LAW. 6 3 3 2 Douglas Fir-Larch,Southern Pine,or Spruce-Pine-Fir). For#3 Grade Two F?lotm 8 2 2 1 1 3 2 2 2 5 3 3 3 PLANS MAY NOT BE REPRODUCED WIITHOUT R 4 3 2 lumber,spans shall be multiplied by0.75. WRITTEN AUTHORIZATION. SH� NO: 10 5 4 3 2 Tabulated spans assume 24F combination glulam. (Center Wearing) 10 2 2 2 1 4 3 3 2 6 4 4 3 12 6 5 3 a 12 3 2 2 2 5 3 3 3 7 5 4 4 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Tabulated spans assume headers supporting single Span floor joists. 14 3 2 2 2 5 4 3 3 8 5 5 4 EAST END DESIGN ASSOCIATES, LLC. 14 7 6 4 For headers supporting continuous two span floor joists tabulated 16 R 6 4 s 16 4 3 2 2 6 4 4. 3 9 6 5 s THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE pans shall be multiplied by 0.89. The number of full height studs required at cash end of the 4 s VT11,ero the number of jack studs equals 1,the header shall be permitted to be supported by a framing anchor attached to the fall- PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. header shall bel permitted to be reduced in accordance with The number of jack studs required at each end of the header shall be hciiy}tt wall stud. 5 0 the requircmenus of Section 3 4.1.4,2 end Table 3 23D. determined&omTable 3.24C. 2 A,n1 equivalent number of full height studs are permitted to lace jack studs when ad vt connections are rounded. Acceptance of these drawings does not authorize the right to build without the authorization . � 8 1�• replace 1 ��t3Ta .ty P P g F 8 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. t I ENGWIER's SFx: 11 - m 0 m � Q � � 0 w Q � 000 o 0 © 0iL IO O NORTH ELEVATION EAST ELEVATION PMMWr NO. 869-2005 -- Z — DRAWN BY: CMA F NE ;M.. DAM 05-29-05 D6g,� psi 54 LL'f js. a�,oF 07 ESSI � SOUTH ELEVATION WEST ELEVATION sHmr tmF: ELEVATIONS © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET NO' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 6 OF 8 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. I � { i ENa►,M'S sit.: 1 I i t a 26' 28' 1s'-1o7�" 1� r 8'-10)�" I (2)2x8 TOP PLATES J"CDX WALL SHEATHING (4)2xl2 HEADER NOTE: PROVIDE CONCRETE APRON IS TO BE (BENEATH OR BOLTS ACQ POURED AT TIME OF GARAGE SLAB AND ALL OTHER FLAT ON EACH SIDE OF `CDX WALL SHEATHING WORK. GARAGE DOORS. 8" P.C. FOUNDATION ON —t -----x8' CONC. FITING _ "IIII I I IIIII N xMIN. S—O BELOW FINAL 2'-0" CONCRETE APRON GRADE 4 2x2 GARAGE DOOR HEADE _JL --- ---- ----- gr __ ______ ____ 9-0"x 9-0" GARAGE DOOR 16 LV5—L�aF—"LU—SH—BE-AI,I,M Ii„IIIiII iIIIII r 1 oDROPPED FOUNDATION FOR Y-0"x V-0" GARAGE DOOR � _7 2x8 SILL m Q 2x8 ACQ SHOE x16 -12" oc 18"x18"x12" P.C. r. w QFOOTNG BE j 4" SLAB :it= �o'0 N v GARAGE DOOR DEADER DETAIL ^FCo NOE; ANCHOR BOLTS �.t2om TO BE PLACE AS PER 3.2A 18"x18"x12" P.C. 2 1Y4" x16" LVL FLUSH BEAM SCHEDULE. FOOTING BENEATH o 4" SLAB _—J 0DROPPED I I 48x48 �wFOUNDATION FOR Ii II = oiCONCPAD3068 U40 DOOR MoIN of d. vo I a I I I I i I I I I I W160 x 16" -12" oc I >I I I IW ml I , t o �I I I I ......... - GARAGE) " I I i I I I w iv 4 P.C. SCAB 1N/-6 x 6 WWM �I 25'-5` I _UNEXCAVATED �, (6 WI I ( I (0 Ir COMPACT .SOIL oI I I I o z_ 8" P.C. FOUNDATION ON �I I I ( o 16" x 8" CONC. FOOTING ( I `` MIN. S-0" BELOW FINAL oL,,. I J o GRADE ( I N Z I W iv I I I I I I I I I I I i II NOTE; J�" ANCHOR BOLTS I I I I W160 x16" —12" oc I I 8` P.C. FOUNDATION ON TO BE PLACE AS PER 3.2A I I II 16" x 8" CONC. FOOTING SCHEDULE. i MIN. S-0 BELOW FINAL a I i I I I ( GRADE I I ( I I I I I o � � $ I I W o � , o 0 rA DROPPED I i .-60.00 FOUNDATION FOR I , I I 48"x48" C=o10 I I I DROPPED FOUNDATION FOR 3068 U40 DOOR CONC.PAD s I I 1 r)0 6 18'-0"x 9'-0" GARAGE DOOR ( I I I I I 1 Y-0"x Y-0" GARAGE DOOR vo I=I ( °j �Z� SC M I L — —— ———-- ------------- J N I - - -- —--- _— — --- — N F-1 J ---- ——------- - --- --- — ——— (4)2xl2 GARAGE DOOR HEADER (SEE DETAIL) 04 W N 2'-0 CONCRETE APRON N�-- �N P=Wr No: CONCRETE APRON IS TO BE 869-2005 DPAM ft. POURED AT TIME OF GARAGE SLAB AND ALL OTHER FLAT CMA WORK. NOTE: PROVIDE CHMKM BY. (2) ANCHOR BOLTS BENEATH 2x8 ACQ scuE: ON EACH SIDE OF GARAGE DOORS. 1�4"= 1 -0" OF NEy/� DATE 05-29-05 „� ' 13 13 1' ' 13' 1' � 13 E�� 3.D ;� n ;`. r Or 0 FOUNDATION PLAN PARAGEFLOORPLAN ��°FFS� SHM TMZ. FOUNDATION PLAN / GARAGE © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. FLOOR ALL FLOOR PLANS AND ELEVATIONIS ARE PROTECTED PLAN UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHM No: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 7 OF Acceptance of these drawings does not authorize the ri&t to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such j agencies prior to construction. i I ' ENGWEERR'S sM i r DETAIL "M" CONTINUOUS RIDGE VENT 2x8 RIDGE BEAM 2x6 COLLAR TIE —2x6-16 oc RAFTERS J" CDX ROOF SHEATHING —15# FELT 12 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x6 VERTICAL SUPPORTS 16" oc. 6 F— 2x6 / 2x4 STRONGBACK 2x8 CEILING JOISTS — 16" oc. ATTIC DETAIL "A" Xt" CDX SUBFLOOR i 1 2x12 HEADER 2x6-16 oc RAFTERS " CDX ROOF SHEATHING 6 15# FELT • PROVIDE STAIRS 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES ANDALINGS AS 2x4-16" oc WALL STUDS 12 ?` ST RAGE PER NEW YORK STATE CODE. Cal 28' 14' 14' CDX SUBFLOOR I (GLUED & NAILED) I I DETAIL "A" 1 (2)04" x16" LVL FLUSH BEAM —DETAIL "F" a ANDERSEN = DETAIL "G" ---1x6 FASCIA --------- 3046 ' �2. r ( t�24" VENTED SOFFIT v I I I I 2x4 SOFFIT FRAMING � 9 ►� II I I —2x4 HOUSE NAILER � 9 0 I I N I I I GARAGE —DBL 2x6 PLATE W ' II i o I 2x4-16" oc WALL STUDS (� i I 17CDX WALL SHEATHING w �� II II I I 15# FELT 0 SIDING TO MATCH EXISTING C/1 I ( ONI ( ( I I 2x6 SHOE I - 2x6 ACQ SILL PLATE WITH i'�-� �I TERMITE SHIELD & SILL SEAL 0 4" P.C. SLAB W/16x6 WWM II II = II x 12" ANCHOR BOLTS 8" PC FOUNDATION WALL O O I I I I (MAXIMUM OF 2'-0" oc) 2x4 KEYWAY 0 II II 16" x 8" PC FOOTING ' I ( I I MINIMUM OF 48" BELOW FINAL GRADE I I BEAR ON UNDISTURBED SOIL I I INSURE SOIL BEARING CAPACITY 2x6-15" oc II I I I I CROSS SECTION A � II II II II I I �Z 3'-06" II II II II II II I I DETAIL "M" I I I I I CONTINUOUS RIDGE VENT i_ 2x8 RIDGE BEAM N I I 2x6 COLLAR TIE II II 2x6-16 oc RAFTERS I ( I I N— �" CDX ROOF SHEATHING II —15# FELT I I 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES I ) ( I 2x6 VERTICAL SUPPORTS 16" oc. II II 2x6 / 2x4 STRONGBACK i _TI I I I 2x8 CEWNG JOISTS — 16" oc. �;� a i? I I I I ATTIC DETAIL "A" r► $ `a � Z� II 2x6-16" oc "D II II II II 2x6-16 oc RAFTERS 0' CDX ROOF SHEATHING 5068 BARN DOOR II 15# FELT I I 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES , ; d (PROVIDE SAFETY I I RAIL ON INSIDE 2x4-16" oc WALL STUDS AGE i I I OF DOOR) I I STORAGE ��.hJ� E N I [, 1—y W AAcon o , CDX SUBFLOOR w w A no L U(GLUED & NAILED) DETAIL "A" PROJECT NO: WI60x16-12"oc. DETAIL "F" 8 69-200 5 DRAWN Er* 1x6 FASCIA CMA w�rryy vt� v icy DETAIL "G" 3}2" 2' 0716" •-8t�76" y' gtX16" 2'-06wCHECKED BY. " I ------------- ---------� f z" w 9'-5�" i" }-2 I 1�.24" VENTED SOFFIT 1 28' I I 2x4 SOFFIT FRAMING score 2x4 HOUSE NAILER 1/4"= V-0" GARAGE DBL 2x6 PLATE -aF NE4�,�-�� DATE: 05-29-05 � ct 2x4-16" oc WALL STUDS ` o I I j"CDX WALL SHEATHING CO J QEI;�� .•, .,` 15# FELT SIDING TO MATCH EXISTING r- �' `•" x+ - 4 ' 2x6 SHOE 2x6 ACQ SILL PLATE WITH TERMITE SHIELD & SILL SEAL I 4" P.C. SLAB W/ 6x6 WWM 072 j SECOND FLOOR PLAN ° x 12" ANCHOR BOLTS 8" PC FOUNDATION WALL (MAXIMUM OF 2'-0" oc) 2x4 KEYWAY sNEEr TmF: i PC MINIMUM"OF 48"OTING BELOW FINAL GRADE SECOND BEAR ON USTURD SOIL NSURE SOIL BEAR NG CAPACITY FLOOR PLAN CROSS SECTION B AND © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. CROSS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. SECTIONS PLANS MAY NOT BE REPRODUCED MTHOUT � WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. OF Acceptance of these drawings does not authorize the right to build without the authorization 8 8 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction.