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34505-Z
Town of Southold Annex 54375 Main Road Southold, New York 11971 3/16/2011 CERTIFICATE OF OCCUPANCY No: 34869 THIS CERTIFIES that the building Location of Property: ACCESSORY GARAGE 470 Oriole Drive, Southold, Date: 3/16/2011 SCTM #: 473889 Sec/Block/Lot: 55.-6-15.10 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 3/16/2009 pursuant to which Building Permit No. Lot No. filed in this officed dated 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 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. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31186 Z Date J73NE 7, 2005 Permission is hereby granted to!~ c 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 County Tax Map No. 473889 Section 055 pursuant to application dated JUNE Building Inspector to expire on DECEMBER 470 ORIOLE DR SOUTHOLD Block 0006 Lot No. 015.010 1, 2005 and approved by the 7, 2006. Fee $ 402.00 /~o r~ign a ture Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ~ This application mu~t be filled in by typewriter or ink and submitted to the Building Department with the following:. A. For new bmllding or new use: "1. Final. survey of property with accurate location of all buildings, property lines, sweets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). · 3. Approval of electrical installation'fi-om Board of Fire Underwriters. : 4. Sworn statement fi'om plumber ce/~fying ~at the solder used in system contains less than 2/10 of 1% lead.. '5. Commercial building, industrial build~ng, multiple residenccs 'and ~/imil~r buildings and installatiom, a Certificate. of Code Compliance from architeCt, or engineer responsible for the building. '6. Submit Planning Board Approval of~6ompleted site plan requirements. ' B. For existiugbuilding~.(prior to April 9, 1957) non-~nforming uses~ or buildings and ~'pre-existing"land uses: 1. Accurate survey 'o f property showing all property lines, streets, building and unusual natural or topographic :2. A properly completed application and consent to inspeet signed by thc applicant, if a Ccrtificat~ of Occapancy ts denied, thc Building Inspector ~hall ~tate thc reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to d~veiling $25.00, Altcratious to dwelling $25.00, ~wimrn~nE po01 $2~.0(}, ^ccessory b~ilding $25.00, Additions to accessory building ~2~.00, BusInesses $$0.00. ~tifieat¢ of Occupancy on 'Pre~existing Building - $100.00 3. Copy of Ce~ficat~ of Occupancy ~ $.25 4. Updated Certificate of Occupancy- $50.00 $. TcmpoFary Ccrtificat¢ot~Oceupancy - Residential $15.00, Commercial $ i $.00 -l%w Coo, struction! ? ._ ~)~ Old or pre-existing Building: LoeJfliOnofpvepertyi': . V?O ~f~.. ~!,>~ House No. Street ' 8gffolk County Tax Map No 1000, 8eetion . ..~' 8abdivi~ion ~ (ch ,eek one) Block.. ~ Lot /~' /D Filed Map.. Lot: Health Dept. Approval: planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ c~'. ~ Underwriters Approval:, Final Certificate: ~ (check one) Applicant Signature To,,m llall Annex ,5 I375 Main P, oad P.O. Box 1179 SouthoM, NY 11971-0959 Tclcphonc (631 ) 765- I Fax (631) 76541502 ro.qer, richert~town.southold.ny, us B1 III,DIN(; I)EPAI/TMI';NT TOWN OF $OUTHOI..D CERTIFICATE OF ELECTRIClAL COMPLIANCE SITE LOCATION Issued To: Steven & Cathy Hall kddress: 470 Oriole Ddve City: Southold St: NY Zip: 11971 ~tuilding Permit #: 34505 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE 3ontractor: as built DBA: License No: SITE DETAILS Office Use Only Residential [~[ indoor ~] Basement ~ Service Only ~ Commedcal Outdoor 1 st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures [~ HIDFixtures [~U~ ~~ ~~ t Service 3 ph Hot Water GFCI Recpt Wall Fixtures [ 8] Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors Sub Panel A/C Slower Range Recpt Fluorescent Fixture [ 4[ Pumps Transformer Appliances Dryer Recpt Emergency Fixtures[~[ Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2 story garage Notes: 1-paddle fan Inspector Signature: Date: Aug 18 2010 81-Cert Electrical Compliance Form 765-1802 BUILDING DEPT. INSPECTION ~)~ FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~,~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~/~-~ f~ '~ ~ ~ '~- DATE ~ --/~z" °7 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT I~ENETRATION ELECTRICAL (ROUGH) [~J~ ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR(~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU,I.J~T,:I~N~I [ ] FRAMING / STRAPPING [~1'~~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAM,NG / STRAPPING [~FINA~ [ ] F,REPLACE & C.,.NEY [ ] FIRE SAFETY ,~CTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P~.BG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE ~AFETYIqIIPECTION [ ]FI~RESb'T4NT~ [ ]Fm~R~S~TJ~rr~..ET~T.)N REMARKS: DATE ~ INSPECTOR rn~L. ~S,ECTXON ~,OR~ FO~ATION (2ND) ROUGa F~ma PL~G iA ~S~ATION PER N. Y. STATE ENERGY CODE / 0 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. b' Examined ,200 5 Approved ,200.5~' Disapproved a/c Expiration /-3'/t ~ ,20 O,~ Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT Mail to: Date ~,,.)~xe.. \ &fi'~ ,20 06' INSTRUC~..IONS a. This application MUST bc completely filled in by typewriter or in ink and submitted to thc Building Inspector with 4 sets of plans, accurate plot plan to scale. Fcc according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for. the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town Of SoutlSold, Suffolk County, Neu/Yorl4, arid other applicable Eaws, 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. ~~e, if a corporation) (Mailing address of applicant) ~ 19 )1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~'(Bo~c~ %q~ -"' C(,.Xqr~*-¥Vl (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 LicenseNo. Plumbers LicenseNo. ElectficiansLicenseNo. Other Tradds License No. 1. Location of land on which proposec[work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision Block iD/° Filed Map No. 8'ct '~ ~ Lot Lot 7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~x~.~-'~ -~ ~,0 c~. b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal Demolition Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars ~- Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 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 I ~' ~'' Depth Height Number of Stories ~2A Dimensions of same structure with alterations or additions: Front Depth Height Dimensions of entire new construction: Front ~,~ ' Height C'~/el Number of Stories Size oflot: Front '~. J~ Rear 10. Date of Purchase ©~,} ~\ /c>¥ Number of Stories Rear~_ Depth ~[,~o · ©~ Name of Former Owner'~W'-~%,~ 11. Zone or use district in which premises are situated Rear .Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~'~ 13. Will lot be re-graded? YES NO X~ Will excess fill be removed from premises? YES NO 14. NamesofOwnerofpremises 5. ~,-~.\[ Address"~-D (3,-~q rjr. PhoneNo. Name ofArchitect~o,,l g.,,O ~?:}.v, ¢)~,oc~)~'Address ~'1~:' ~,, ~.'~' Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. NO 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY O~b~-~,c~S: ~-~--~('ff'tx \~ooO,_ being duly swom, deposes and says that (s)he is the applicant (Name of individuaPsigning contract) above named, (S)He is the ~ ~.Or-,-~ ~/ (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 tree 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. 1~''F dayof -~)'~e 206q'~ Notary Public BARBARA ANN RUDDER Nota~/Public, 8tale of New York No. 4855805 Qualified in Suffolk County.._. Commission Expires April 14,~(,~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 119714)959 Telephone (631') 765.1802 · (631) 765- 50 ro.qer, nchelt(-~.~wn.sou~o~d.ny, us BUILDING DEPARTMENT TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Date: Name: License No.: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: ~'~ vg ~//ffua ~,;C~]// ~ *Address: ~7/70 O/diG ~, ' ~~~ *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Cleady) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed] *Service Size: 1 Phase *New Service: Re-connect Additional Information: YES / NO Rough In YES / NO 3Phase 100 150 200 300 350 400 Underground Number of Meters Change of Service PAYMENT DUE WITH APPLICATION Final Other Overhead 82-Request for Inspection Fom~ '~ OWNER TOWN OF SOUTHOLD PROPERTY RECORD CARD I STREET ~ '"'7(~ VILLAGE TYPE OF.BLD. LAND PROP. CLASS IMP. TOTAL 'DATE FRONTAGE~-'~N~WATERI ___ FRONTAGEONROAD I ,~pEPTH J BULKHEAD . J TILLABLE WOODLAND MEADO~VLAND HOUSE/LOT ..... Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD `Tuly 1st, 2008 1st NO33:¢E 5teven & Cathm/n Hall 470 Oriole Drive Southold, N.Y. 11971 RE: 470 Ot.iole Dt.. (Accessom/Get'age) SCTNt # 55.-6-15.10 Deat. Mr. & Ntt.s. Hell, Please be advised that yout. Building Pet.mit # 31186 issued .Tune 7th, 2005 has expired. Accot.ding to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued pt.ior to use of the structure. To renew your Building Pet.mit, please submit o fee of $402.00; at that time we can schedule on inspection by one of out. Building Tnspectot.'s. If you have any questions, please coil us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDTNC~ DEPT. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August 26th, 2008 Steven 8 Cathcyn Hail 470 Oriole Drive 5outhold, Al. Y. 11971 RE: 470 Oriole Dr. (Accessory Garage) 5Cvbl: # 55.-6 -15. I0 2nd NOTICE Dear A4r. d A4rs. Ha//, P/ease be advised that your Building Permit # 31186 issued Zone 7th, 2005 has expired. According to the Code of the Town of $outho/d, a Cert/£/cate of Occupancy must be issued pr/or to the use of the structure. To renew your Building Permit, p/ease 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, p/ease cal] us at 7b§-1802. Respectful/?, $OUTHOLO TOWN BUILDING DEPT Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 30th, 2008 F_rNAL NOTICE Steven d Cathryn Hall 470 Oriole Drive $outhold, N.Y. 11971 RE: 470 Or/ale Dr. (Accessory Garage) $CTA~: # 55.-6-15.10 Dear/~r. d A~rs. Hall, P/ease be advised that your Building Permit # 31186 issued June 7th, 2005 has expired. According to the Code of the Town of $outho/d, a Certificate of Occupancy must be issued pr/or to the use of the structure. To renew your Building Permit, p/ease submit a fee of ~402.00; at time we can schedule an inspect/on by one of our Building _rnspector's. If you have any questtbns, p/ease ca//us at 765-1802. Respect£u//y, $OUTHOLD TO'tIN BU_rLD£NG DEPT cc: code enforcement cc: legal department 51375 Main Road Telephone (fi31) 7115-1802 Fax (631) 76.3-930'2 BI IILI)IN(; 1)I']~AI/TMI~]NT 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 $25.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34505-Z accessory garage N 88'57'30" E ~o~ ® ~o~ @ ~or (~) 159.63' SURVEY OF LOT ? MAP OF HIGHPOINT MEADOWS SECTION TWO FILE No. 8911 FILED MARCH 19, 1990 SITUA TED A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-55-06-15.10 SCALE 1"=30' JANUARY 29, 2004 AREA = 51,776.65 sq. ft. 0.750 ac. CERTIFIED TO: INDY MAC SANK STEVEN HALL CATHRYN M. HALL FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK NOTE: LOT NUMBERS SHOWN THUS: LOT (~ REFER TO MAP OF YENNECOTT PARK FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON OCTOBER 9, 1968 AS FILE No. 5t87 AND THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS Of RECORD, IF ANY, NOT SHOWN AR[ NOT GUARANTEED. N.Y.$ iJc. No. 49668 A. Ingegno Land Surveyor ~tle Surveys -- Subdivisions PHONE (651)727-2090 OFFICES LOCATED AT 522 ROANOKE ^'VENUE RB,'~RHEAD. New York 11901 -- Site Plane -- Co~mtruction Layout[. Fox (651)727-1727 ~.NL/NG .4DD~ P.O. Box 1951 Riverhead. Ne~ York 11901-0965 24-009 GROUND WIND SEISMIC SNOW DESIGN LOAD SPEED (mph) CATEGORY WEATHERLNGsEVERE 45 Ibs/sqft 120 (mph B DESIGN CRITERIA CUMATIC AND GEOGRAPHIC DESIGN CRITERIA DAMAGE FROM SUBJECTFROSTDEPTHB,_o,,LiNETO MODERATETERMITETo HEAVY SLIGHT DECAYTo MODERATE 11 WINTER ICE SHIELD DESIGN M~IDERLAY- TEMP, REQUIRED degrees YES FLOOD HAZARDS 1984/1998 PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-B TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA TBE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE = 17' 5~6" AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PiNE //2 AND BETTER AREAS OF STRUCTURE BRAWL SPACE NA BASEMENT NA RRST FLOOR NA SECOND FLOOR 700 sq. fi. ONUS ROOM NA 3ALCONY iNA OFT NA ATTIC (HOUSE)La) NA ATTIC (HOUSE)Lb) NA GARAGE 9B6 ATTIC (GARAGE)(o) 9SD sq. fi. ATTIC (GARAGE)Lb) MA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE/ CABANA NA ACCESSORY STRUCTURE NA (o) WITHOUT STORAGE Lb) WITH STORAGE MINIMUM UN[FORM DISTRIBUTED LIVE LOADS (In pounds per squore foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (o) 50 La) 10 ATTICS WITHOUT STORAGE Lb,e) 10 10 ATTICS WITH STORAGE Lb,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS BO 10 STAIRS 40 Lc) 10 GUARDRAIL AND NANBRAILS (d) 200 Lc) 10 ROOF BO ~0 o) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA, b) NO STORAGE WITH ROOF SLOPE NOT OVER B UNITS IN 12 UNITS c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A BOO-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 R802.1al, e) SEE SECTION RSB2,21 FOR BECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH La) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE Lb) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 BASEMENT SLABS AND INTERIOR SLAB ON 2,500 GRADE, EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS, FOUNDATION W~LLB, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 5,500 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo (o) AT 28 DAYS PSI Lb) SEE TABLE RBOI.2(1) FOR WEATHERING POTENTIAL Lc) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (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. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO REQUIRED AMOUNT CALCULATED FOR EACH CASE. OR GREATER THAN THE NOTE: PROVIDE SOLID BLOCKING 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 TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. NOTE: EAST END DESIGN ASSOCIATES, LLC, AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO iNSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS dOB SITE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIA'TION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HiGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NB SUBSTITUTIDNS ALL Framing hardware shown on these ptans~ unless otherwise Indlcated, is Simpson Strong-Tie, No substitutions are approved or authorized, Sue to the relationships o¢ FramlnD hardware to the other components o¢ the struEture, a~y GroMLn9 hardware substitutions wiLL render these plans nuLL and void, and wiLL result in the instcLLer/contractor assuming responsibility For the design and per¢ormance oF the entire system. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILD[NO CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. PROJECT TITLE & LOCATION: PROPOSED GARAGE AT THE HALL RESIDENCE ORIOLE DRIVE SOUTHOLD, NEW YORK WORKNOTES: not authorize the right to build without the author~ation of local governing agencies, such as Suffolk County Dept. of Health Servmes, Town B~filding Depmlments, DEC, FEMA, etc. Verify all condxtlons, codes, and requb'ements with such agencies prior to construction. [q~EAST END DESIGN PO BOX 1675 5130 Main Bayview Rood Southold, New York 11971 phone 1~31) 765- 1862 fax [631) 765-6820 SHEET NAME: GENERAL APPROVEDASNOTED NOTIFY BHIEDINO DEPARTMENT Al' 785-1802 8 AM TO 4 PM FOR THE E OLLOWJNG INSPECTIONS: 1 FOUNDATION ~ TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSUL4TION 4 FINAL ~ CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O ALL CONSTRUCTION SHALL MEET THE REQUIREMENTB OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, NOTES :NG[NEER: JAMES DEERKOSKI, PE Professionol Engineer 260 Deer Drive Mottituck, NY 11952 651-298 7116 REV: 08-20-09 ADDITION OF REAR SECOND FLOOR DECK AND STAIRS REMOVAL OF INTERIOR STAIRS ADDITION OF 5068 DOOR FROM SECOND FLOOR DECK REPLACED FRONT GABLE END DOOR WITH OH. GARAGE DOOR OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ]deas, design and arrangements represented therein, are the properly 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 prepored without written consent of East End Design Associates, LLC, PROJECT NO: DRAWN BY: BDK SCALE: DATE: 05-29-05 SHEET INDEX: A101 d.--x II H7 MODEL LFT^ MODEL SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION FASTENERS LATERAL NOTE: REFER TO SIMPSON WOOD CONSTRUCT[ON CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES DIMENSIONS 775 MATERIAL DIMENSIONS DIMENSIONS DF / SP 735 885 DIMENSIONS (TOTAL ALLOWABLE TENSION LOADS NAILS DIMENSIONS FAS~NERS (TOTAL) ALLOWABLE TENS[ON LOADS NAILS DIMENSIONS FASTENERS CUT LENGTH (TOTAL) CLEAR SPAN +51" 2§-Sd FASTENERS HEADERS FAS~NERS (DF/SP) (133) HOLDO?a4 DEFLECTION LENDTH OF BOLT ~,3 AT HIGHEST IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN RAISED O77 NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED, FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION BY A UCENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON THE CONTRACTOR LATERAL (133/160) Bd INTB DETAIL "A" LFTA LFTA LFTA LTP4 DETAIL "B" LTP4 Simpson Strong-Tie FLoor to-FLoor Connections MTS16 LTP4 MTS18 HDBA LTP4 Simpson Strong-Tie FLoor-to-FLoor DETAIL "C" Connections LFTA .CNW COUPLER NUT HDBA 3NW- COUPLER NUT SIMPSON TAKE UP WASHER DETAII, "D" Simpson Strong-Tie RE]]] SYSTEM SP4 LSTAB1 DETAIL "E" LSTAal DETAIL "F" DETAIL "G" SHEATHING NOTES: ~CL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMLLY DWELLINGS, 2001SBC 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 (4) SHEATHING TO BE NAILED TO TOP PLATE NOTE. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NOTE: PROVIDE SOLID BLOCKING 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 TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE. EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. REV: 08-20-09 ADDITION OF REAR SECOND FLOOR DECK AND STAIRS REMOVAL OF INTERIOR STAIRS ADDITION OF 5068 DOOR FROM SECOND FLOOR DECK REPLACED FRONT GABLE END DOOR WITH OH. GARAGE DOOR Equal number specl?led naiLs Ln each end ND SUgSTITUTIBNS DETAIL Simpson CS16 Simpson Strong-Tie LUS46 Strong-Tie DETAIL 'T' HUSEIO-B DETAIL "J" un(ess otherwise indicated, Is Simpson Strong-Tie, Due 1;o the relationships oF Framing hcrdw(~re 1. he other components oF the structure, any Sr~min9 hce'dwe, r*e subsl;Itutlons wi(l render' ~;hese nut( and void, ~nd wl(t nesuL¢ in the installer'/contr-c~ctor (~ssumln9 responslbEN, y For' the design and peP¢or'mc~nce oF the entire system, ALTERNATE RIDGE STRAPPING DETAIL TO BE ALL CATHEDRAL LOCATIONS. DETAIL "M" SIMPSON MSTA2& STRAP TIE TO BE INSTALLED 16" DC (ON EVERY RAFTER) PROVIDE 2x6 COLLAR TIE UNDER RIDGE % 16" DC, PROVIDE (I) HGAIOKT ON 51DE OF CEILING JOIST AND ON DETAIL "K" 5,, SIMPSON TAKE-UP WASHER 'x12 TU g- SIMPSON TAKE-UP WASHER COUPLER NUT SIMPSON TAKE-UP WASHER ANCHOR BOLTS DETAIL "L" USED LN FACE NAiL USING (4) 1OD NAILS TO EACH END OF COLLAR TIE UNDER RIDGE - PROJECT TITLE & LOCATION: PROPOSED GARAGE AT THE HALL RESIDENCE ORIOLE DRIVE SOUTHOLD, NEW YORK WORKNOTES: Notes shell be considered typical for items identified and shell apply to all s~me ~nd slmil~r condltions or Iocotlons; ell Iocatlons may not be noted.) Acceptance of these drawings does not authorize the right to build ~ithout the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Budding Deparm~ents, DEC, FEIMA, etc. Veri~ all conditions, codes, and requirements wtth such agencies prior to construction. ri~EAST END DESIGN ASSOCIATES, tzc ~]PO Box1675 phone' (631)765-1862 fox 1631 ) 765-6820 E-Mall: CArmflgBB@aol.com SHEET NAME: SIMPSON WlNDLOAD CHARTS & CALC. & STRONG-TIE D ETAI LS OWNERSHIP AND USE OF These drawings and specifications including the ideas, design ond ~rmngements represented therein, are the property of East End Design Associates, LLC, No pert thereof shall be copied, disclosed to others or used in connection wlth eny work or project other than for which they have been prepared without written consent of East End Design Associates, LLC, ~ROJECT NO: SHEET INDEX: 859-¢005 DRAWN BY: Al02 1/4" = 1'-0' DATE: 05-29-05 NORTH ELEVATION EAST ELEVATION PROJECT TITLE & LOCATION: PROPOSED GARAGE AT THE HALL RESIDENCE ORIOLE DRIVE SOUTHOLD, NEW YORK WORKNOTES: Notes shall be considered typicol for items ~dentified Grid SOUTH ELEVATION WEST ELEVATION REV: 08-20-09 ADDITION OF REAR SECOND FLOOR DECK AND STAIRS REMOVAL OF INTERIOR STAIRS ADDITION OF 3068 DOOR FROM SECOND FLOOR DECK REPLACED FRONT OABLE END DOOR WITH OH. GARAGE DOOR (~) COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WLTHOUT 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. SHEET NAME: ELEVATIONS qCINEER: NGINEER'S_ EAL: AMES DEERKOSK[, PE Professtonol Engineer 260 Deer Drive Mattltuck, NY 11952 631-298-7116 3WNERSHIP AND USE OF DRAWINGS These drawings ond speciflcations including the ideas, design and arrGngements represented therein, ore the property of Eost End Design Associotes, LLC, No port thereof sho[I be copied, disclosed to others or used in connection with any work or proect other thon for whlch they hove been prepored without written consent of Eost End Design Associetes, LLC. PROJECT NO: 869-~005 DRAWN BY: BDK SCALE: 1/4" = 1'-0" DATE: 05-29-05 INDEX: A103 .'[ 26' 6x6 ACG POST NOTE 2'-0" CONCRETE APRON Dx6 ACQ POST DROPPED FOUNDATION FOR 9'-O"x 9'-0' GARAGE DOOR NOTE: PROVIDE (2) ANCHOR BOLTS BENEATH 2x8 ACQ ON EACH SIDE OF GARAGE DOORS, B" P.C, FOUNDATION ON x 8" CONC, FOOTING 16" 3'-0" MIN, BELOW FINAL GRADE I [ I DROPPED FOUNDATION FOR 3068 U40 DOOR CONC,PAD GARAGE PC, SLAB W/ 6 x 6 WWM UNEXCAVATED COMPACT SOIL B" PC, FOUNDATION ON 16" x 8" CONC FOOTING MIN, 3'-0" BELOW FINAL GRADE 8" P,C FOUNDATION ON lB' x 8" CONC FOOTING MIN 5'-0" BELOW FINAL GRADE DROPPED FOUNDATION FOR 18'-O"x fi-O" GARAGE DOOR DROPPED FOUNDATION FOR 3068 UgO DOOR 2'-0" CONCRETE APRON 48"×48" CONC.PAD NOTE: CONCRETE APRON IS TO BE POURED AT TIME OF GARAGE SLAB AND ALL OTHER FLAT WORK. 15' 26~ 13' NOTE: PROVIDE (2) ANCHOR BOLTS BENEATH 2x8 ACQ ON EACH SIDE OF GARAGE DOORS. POST ACQ POST ACQ POST FOUNDATION PLAN ALL HEADERS TO BE (2)2X10 UNLESS OTHERWISE NOTED q'- 1,v2'' ]' (2)2X10 ACQ BOX BEAM i~GALV C~ARRI2GE BOZT~ d7,_2,, ~ (2)2XIO ACQ BOX BEAM G'-Sh" \ --- q Tz77 I I I I I I I I I I I I I I I I ~_x~OARARF D9~O~ HEABFR ?___ ff-O"x 9'-0" GARAGE DOOR 2X12 AC~ -25'-5" 18'-0"x 9'-0" GARAGE DOOR 2X12 ACQ HOUSE BEAM ~,. o° ACQ HOUSE BEAM (4)2x12 GARAGE DOOR DEADEn (SEE DETAIL) ~"CDX WALL SHEATHING 0 .< <( 15' GARAGE FLOOR PLAN ALL HEADERS TO BE (2)2X10 UNLESS OTHERWISE NOTEB REV: 08-20-09 ADDITION OF REAR SECOND FLOOR DECK AND STAIRS REMOVAL OF INTERIOR STAIRS ADDITION OF 5068 DOOR FROM SECOND FLOOR DECK REPLACED FRONT GABLE END DOOR WITH OH. GARAGE DOOR --(2)2x8 TOP PLATES (4)2x12 HEADER ~"CDX WALL SHEATHING 2xB SILL 2xB ACQ SHOE GARAGE DOOR HEADER DETAIL 2X8 ACQ FLOOR JOIST HANGER ~"X4" ACQ RAILS 2xB ACQ TOP RAiL ACQ POST ACQ BECKING 2xlO ACQ EXT, BOX BEAM (2)2x12 ACQ GIRDER (2)~" GALV, CARRIAGE BOLTS 6X6 ACQ POST SX6 ACQ POST ANCHOR ~"X12" ANCHOR BOLT 12"X56" CONCRETE FOOTING (MIN. B'-O" BELOW FrNAL GRADE) TYPICAL DECK CROSS SECTION ALL HEADERS TO BE (2)2X10 UNLESS OTHERWISE NOTED © 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, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIDN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY ¥0 THE BUYER. PROJECT TITLE Ac LOCATION: PROPOSED GARAGE AT THE HALL RESIDENCE ORIOLE DRIVE SOUTHOLD, NEW YORK WORKNOTES: Accept~mce of fl~ese drawings does not author~e the right to build without the authorization of local gov~rnlng agencies, such as Suffolk County Dept. of Health Services, Town Builthng Departments, DEC, FEMA, etc. Verify all conditions, codes, and requkements wkh such agencies prior to construction eEAST END DESIGN ASSOCIATES, PO BOX 1675 5130 Mom Boyview Rood Souihoid, NewYork 11971 SHEET NAME: FOUNDATION PLAN ! FIRST FLOOR PLAN AND TYPICAL DECK CROSS SECTION OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design 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 th~n for which they have been prepared without written consent of East End Design Associates, LLC, PROJECT NO: 869 -200ff DRAWN BY: BDK SCALE: 1/4" = 1' DATE: 05-29 05 SHEET INDEX: A104 4X¢ ACQ POSTS /--4X4 ACQ POSTS ~" ~ n n n C F / DECK/ENTRANCE ~ r II II II II I J (2)2x10 II I~ u4o oooR II II II II II II II II II II II II ~TORAOE AREA II II II II II II II II I[ II II II II II II II II II II II II 8o7o GARAGE DOOR II II (PROVIDE SAFE~ II II RAiL ON ~NS~ II Ii OF ao0~) II 9,_8~ym', 9'-8~36'' 19'-5~" 28' }P-g,,41 SECOND FLOOR PLAN ALL HEADERS TO BE (2)2X10 UNLESS OTHERWISE NOTED 4X4 ACQ POSTS 6r 12 ATTIC CON~NUOUS RIDGE VENT 2x8 RIDGE BEAM 2x6 COLLAR TIE 2x6 16 ac RAFTERS ~" COX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x6 VERTICAL SUPPORTS 16" ac. -2x6 / 2x4 STRONGBACK -2x8 CEILING JOISTS - 16" ac. 12 6 STORAGE ~" COX SUBFLOOR (GLUED & NAILED) GARAGE .~4" P,C, SLAB W/16x6 WWM t" x 12" ANCHOR BOLTS- (MAXIMUM OF 2'-0" CROSS SECTION A ALL HEADERS TO BE (2)2X10 UNLESS OTHERWISE NOTED 2x6-16 oc RAFTERS ~" CDX ROOF SHEATHING i# FELT YEAR ARCHITECTURAL GRADE ROOF SHINGLES ac WALL STUDS FASCIA 24" VENTED SOFFIT -2×4 SOFFIT FRAMING 2x4 HOUSE NAILER DBL 2x6 PLATE 2x4~16" oc WALL STUDS - ~"CDX WALL SHEATHING 15# FELT SIDING TO MATCH EXISTING 2x6 SHOE 2x6 ACQ RILL PLATE WITH TERMITE SHIELD & SILL SEAL 8" PC FOUNDATrON WALL 2x4 KEYWAY 16" x 8" PC FOOTING MINrMUM OF 48" BELOW FINAL GRADE DEAR ON UNDISTURBED SOIL INSUIRE SOIL BEARING CAPACITY ATTIC CONTINUOUS RIDGE V/ENT 2x8 RJDGE BEAM 2x6 COLLAR TIE 2x6-16 ac RAFTERS t" COX ROOF SHEATHING 15# FELT 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x6 VERTrCAL SUPPORTS 16" ac. 2x6 / 2x¢ STRONGBACK 2x8 CEILING JOISTS -- 16" ac STORAGE 2x6-16 ac RAFTERS ~" CDX ROOF SHEATHING # FELT YEAR ARCHITECTURAL GRADE ROOF SHINGLES ac WALL STUDS ~" CDX SUBFLOOR (GLUED & NAILED) GARAGE I I I I I P,O. SL^S w/ ~" x 12" ANCHOR BOLTS~ (MAXIMUM OF 2'-0" ac) lx6 FASCIA 24" VENATED SOFFIT 2x~ SOWFIT FRAMING 2xg HO~USE NAILER DDL 2x~ PLATE 2x4-16'" ac WALL STUDS ,~"CDX WALL SHEATHING 15# FELT SIDINGi TO MATCH EXISTING 2xS SHtOE 2x6 ACGQ SILL PLATE WITH TERMITE SHIELD & SILL SEAL 8" PC FEDUNDATION WALL 2x4 KEY~WAY 16" x 8"' PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON4 UNDISTURBED SOIL INSURE ~OIL BEARING CAPACITY CROSS SECTION B ALL HEADERS TO BE (2)2X10 UNLESS OTHERWISE NOTED © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. REV: 08-20-09 ADDITrON OF REAR SECOND FLOOR DECK AND STAIRS REMOVAL OF INTERIOR STAIRS ADDITION OF 5068 DOOR FROM SECOND FLOOR DECK REPLACED FRONT GABLE END DOOR WITH OH. GARAGE DO)OR LLC. 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. PROJECT TITLE & LOCATION: PROPOSED GARAGE AT THE HALL RESIDENCE ORIOLE DRIVE SOUTHOLD, NEW YORK WORKNOTES: (No,es shall be considered typmal for terns ident ed and sho apply to alJ same ond similar conditions ar Iocatlons; afl Iocetlons may not be noted ) Acceptance of these drawings does not authorize the fight to build without the authorization o£ local governing agenctes, such as Suffolk County Dept. of Health Serwces. Town Bmlding Depar~ents, DEC, FEMA, etc. Verify ali conditions, codes, and requirements with such agenales pnor to comtmcfion. phone: (631) 765- 1862 fax (631) 765-6820 E-Moll: CArm8888~aoL¢om SHEET NAME: ATTIC STORAGE AREA PLAN AND CROSS SECTIONS OWNERSHIP AND USE OF DRAWINGS These drawings Grid specifications including the ideas, design and arrangements represented there[n, are the proper(y of East End Design Associates, LLC. No part thereof shalJ be copled, disclosed to others or used tn connection with any work or project other th~n for which they hove been prepared without written consent of East End Design Associates, LLC, PROJECT NO; 869 -PO05 DRAWN BY: BDK SCALE: ~/~' = V-o" DATE: 05-29-05 SHEET INDEX: A105 BUILDING CONSTRUCTION NOTES: GENERALNOTES: NOTE I. Wood structural panels with a minimum thldmess 0f7/16 inch (I 1.1 mm) and maximum panel span of 8 feet (2438 mm) shall be permitted for opening protection in one- and two-story buildings, Panels shall be proem to cover the Dazed openings with attaduneat hardware provided. AKa~hmeats ~ be designed to resiat the compenmt~ and cladding loads deterrained in accordance with the provisions of S~on 1609.6.5. AOachment in accordanea with Table 1609.1.4 ia permitted for buildings with a m~an reef height of 33 feet (10 058 mm) ct less where wind speeds do net ~x.'~ 130 mph. 2. Buildings in Category IV as defined in Table 1604.5, including praduetion grc~homes as defined in Section 1608.3.3. TABLE 1609.1.4 WIlqDBORNE DEBRIS PROTECTION PASTENING SCHEDULE FOR WOOD ~ ~KMC~URAL pANELS a,h,e For 51: I inch = 25.4 mm, I foot = 304.8 mm, I pound = 0.45~ I mile po' hour = 0.44 m/s. a. Thls table is besed on a maximtan w~d Raced (3-second gust) of 130 mph and mean roof height of S3 feet or less. b. Fast~rs shall be installed at opposing ends of the wood structural p~meh e. Wh~xe screws are attached to maaanry or masoa~j/a~:co, they shall with&awal eapaclty of 490 pound~ Tths APA hurricane shutter desert is based o~ pressures associated w~th a design wincl speed of 120 mph. Building codes are cuneotly being reviewed for possible changes. Before constructing shutters, therefore, it is important 1o check with your local building deparfinent fer an update on ctm-ent code requirements. TABLE 1 Maximum 8pen without Stiffeners APA Approximate Approximate Maximum Deflecgon (in.) at Panel Weight 8hutCer 120 mph D~sign Span (IbJft.2) Span ~Nind Speed Rating at Is-ff. Height TABLE 2 E,flmatad Deflection at 120 mph Design Wind Speed at ¶ ~-ft. Height for Stauttem wttla 2 x 4a at 16 Inches o.c. APA Panel Apgrox. Shutter Span (in.) Span Weight Rating (lb./ft.2) 241 ~6 48 ~0 72 84 96 VERIFY SPANS OF STRUCTURAL PANELS GREATER THIAN 30" WITH APA RATINGS. ALL PANELS ARE TO BE CONSTRUCTED IN ACCORDAi~qCE WITH APA AND FNMA. PANELS SHALL MEET OR EXCEED ALL REQUIREUENTIS OF THE BUILDING CODE Or" NEW YORK STATE, AND THE AMERICAN FOREST &:c PAPER ASSOCIATION (AF & PA) ¥.,~OD FRAME CONSTRUC]qON MANUAL (WFCM) FOR O)NE AND TWO FAMILY DWELLINGS. 2001 SBC HIGH WIND EDHION. SECTION R310 EMERGENCY ESCAPE AND RES;CUE OPENINGS R310.1 Fmergancy escape and rmcan openings reqdiredl. Basemmls with habitable space and eve~, slt~ing room shall have at least eec oponable emergency escapo and rescue oponing. Wh~re emergency escape and rescue openings ~rc provided they shall have a sill height of not more than 44 inch~s (1118 mm) ~ the ~in~. Where a door opaning having a threshold below the adjacent ground elevtaioo s~ves as an emergency escape and rescue opening and is provided with a b~lkhead encfuanre, the bulkhead =mlosme shall e~nply with S~ri~e 310.3. The nat clear opening dimeanioos requh'ed by this section shaft be obtoined by the nenaal olx:rafim of the ~nerg~cy eseapo and rescue opening Rom the inside. Emergency e~ape a~d re~,~,~ openings with a fininhed sill height below the adjac~t ground eie'a~fim chall be provided with a window well in accordance with Seotinn R310.2. R310. LI Minimum ol~alng are~ All eam~eacy ~pe sad ~ opmings shall ha~e a minimum net clear opting of 5.7 ~uare feot (0.530 Exeeptinn: Grade floor openings ~,~U have a minimum flet el~ar Oy~'ling (0.465 m2). il310.1.2 Minimum opening height. The mlnlmqm net glear oponing height shall be 24 inches (610 mm). P,310.1.3 Minimum opening width. The minimum ne~ clear opening width shall be 20 inches (508 mm). R310.1.4 Operational constraints. Emergency escape ~nd rescue openings shall be operational fi.om the inside of the room without the use of kcy~ or tools. R310.2 Window wells. Window wells required for emergency escape and r~cue shall h ave horizontal dimensions that allow the doer or window of the emergency cseapo and rescue opening to be fully opened, The horizontal dimtmsions of the window well shall provide a minimum net clear area of 9 square feet (0.84 m2) with a minimum herizomal projection and width of 36 inches (914 mm). Exception: The ladder or steps required by Section R3 IO.2.1 shall be p~rmitted to encroach a maximum of 6 inches (152 mm) into the required dimensions of the window well. R310.2.1 Ladder and steps. Window wells with a ,,~rfical depth greater than 44 inches ( I 118 mm) shall be ~uipped with a permanmtly affLxed ladder or steps usable with the window in the fully open position. Ladders o~ steps required by this section shall net be required to c~nply with Sectioos R314 and P,315. Laddie, s or rungs shall have an inaide width of at least 12 inches (305 mill), shall peoject at least 3 inchss (76 mm) from ~e wall and shall be spaced not mo~e than 18 inches (457 mlll) oo center vertically for the fall height of the window well. R310.3 Bulkhmd enclosures. Bulkhead eaelosures shalll provide direct access to the basement. The bulkhead eacleaure with the door panels iai the fully ep~n position shall provid~ the minimum net clear opening required by Seotin~ R3 IOA.I. BuLkhead enclosures shall also comply with Section R314.9. R310,4 Bars, grills, covers and screens. ~ grills, covers, screens or similar devices are permitteq to be placed eve' ~nexgency escape and rescu~ openings, bulkhead enclosuxes, or window SECTION R312 LANDINOS R312.1.1 Landings for simrways. The~e shall be a floor ~r landing at the top and beo~n of each stairway. SECTION R313 RAMPS R.313.1 Maximum slope. Ramps shall have a mnnimum slope of ~te unit vertical in eight units horizontal ( 12.5-perceat slope). SECTION R314 STAIRWAYS R314. I Width. Stairways shall not be less than 36 inches (914 mm) in clear width at all points above the permitted handrail height and below the required headroom height. Handrails shall net project mole than 4.5 inches (114 mm) ~1 either side o~he stairway and the minimtma clear width o~be stairway at and below the handrail height, including ~eeds and leadings, shall not be less than 31.5 inch~ (787 mm) where a handrail is installed on one side and 27 inshe~ (698 mm) where h andraiL~ axe provided on both sidle. Exception: Thc width of spiral stairways shall be in a~c~dence with Scrim IO14.5. R314,2 Treads and risers. The maximum eisea' height shall be 8-1/4" inches (209 mm} and the minimum tread d~0th shall be 9 inshe~ (229 tomy The riser height droll be meatus'ed vertically between leading edge~ of the adjacent treads. The tread depth shell be measured hmizontally between thc vgrtical pinne~ of the fomraeat proje~iea of adjacmt h~eads and at a right angle to the Iread's leading edge. The walking sar fac~ of treads and landings ofa stal~vay shall be sloped no st~pet than one unit voaical in 48 units horizoninl (2-percent slape). The greatest riser height within any flight of stairs shall nat exceed the smaBest by more than 3/8 inch (9.5 mm). The gseete~ tread depth within any ~gh~ of stairs shall not exceed the,'anallest by mot~ than 3/8 inch (9.5 mm). R314.2.1 Profile. The radius o~curveture at the leading edge oflhe tread shall be no greater than 9/16 inch (14.3 mm). ^ neaing not less than 3/4 inch (19.1 mm) but not mere than 11/4 inches (32 mm) shag be provided m ~alrv~ys with solid ri~s. The g~-~*,-~ nesing proj~tion shall net exceed the smalleat no~ing psojecfion by m~¢ than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of floo's and landings. Bevelin8 of neeing shall not ec~ceed I/2 inch (12.7 mm). Risers shall be votlcal or ~l ]~om the underside of the leading edge o~he treed above at an angle not m~ than 30 degrees fi~om the vertical. Open risers are t~rnitted, provided that the op~ning betw~m treads do~ not permit the pamage ora 4-inch diameter 002 mm) spho'e. Exceptions: 1. A nming is nm required where the tread del~th is a mlnlmu~ of I t inches (279 mm). 2. The opemng hOw~m edjaceat treads ia not limited o.a stairs with a total rise 30 inches (762 mm) er Jess. K314.3 Headroom. The minimum hmclr o~'n in all parts ofihe ~alcway shall not be lma than 6 fee~ 8 inches (2032 mm) measured vertically ~-mn "the sloped plane adjoining the ttesh nesing ct frem the floor sar fa~ o£tbe landing or pint form. R314.4 Wind=s. Wind,s are permiged, provided that the width o£the tread at a point not m~e than 12 inch~s (305 mm) from the side wbe~e the treads are narrow~ is not less than 10 incbea (254 mm) and the minimum width of any Ir~a¢l la ma line thss 6 hlchea ( 152 nam). The continuous handrail required by Secfien R.315. I shell be located on the side wh~e the tread is n~rrowe~. R314.5 Spiral stairs. Spiral stairways are permitted for in~eri~ use as a component of the means of egress from a habitable room. a basement or an attic, vrovided the minimum tread width simll be 26 inches (660 mm) with each tread having a 7-112-inch (190 nun) minimum tread depth at 12 inches (305mm) frem the narrow edge. All treads shall be identical, and the shall be no more than 9~1~2 inches (241 mm). A minimum headroom of 6 ~ 6 inshea (1982 mm} shall be provided. A spiral stair is net i~:nnitted to be the only m~ans of em-~,n from a story of a building. R3]4.6 Circular stairways. Circular stoirwa~ shall have a tread de~h et a point Bet m~te than 12 inches (305 mm) ~ the side who'e the tx~d* are narrow~ of net less than I I inches (279 mm) and the minimum depth of any tread shall not be leas than 6 inches 052 mm). R314.7 Illumination. All ~ shall be provided with iUuminafinn in ~dene~ with Se~dc~ R303.4. R314.8 Undo' stair prelt~tion. Enclosed ac~eseible space under stairs shall have walls, under alair peats ct safcod terminals. Handrails adjaeaot to a wall shall have a space of ant less than I-1/2 inch~ (38 mm) betvamn the wall and the handrail. (0.2~ mm). 8316.2 Guard opining limimtinm, finqalred guards oa open sides of stairv, ays, raised c. insutm that do not allow pas.sags of n sphere 4 ieches ( 102 mm) or mor~ in (152 mm) cannot pa~s through. ~LL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF CODEs OFNEW, y~flK STATE CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. DATE: t~ h ]J~ B.P. ~ I sY: 765-1802 8AM TO 4PM FOR FOLLOWING INSPECTIONS: 1, FOUNDATION - ~O ~EQUIRI FOR POURED CONCRETE 2. ROUGH. FRAMING & PLUMBJ 3. INSU~TION 4. FINAL - CONSTRUCTION BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL ME :E CODES NOT RESPONSIBI USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY (~ 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. 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. COMPLY WITH CHAPTER "46" FLQOj~,:DAMAGE PREVENTION TOW. RETAIN STORM WATER RUN OF THE TOW.N CODE. 'HE 869-2005 CMA ~O 1/4"= 1'-0" ~¥~E 05-29-05 iF NEW E FO9 ROI:IS. GENERAL NOTES & CODES 1 OF8 FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CLIMAtiC AND GEOORAPHIC DESIGN CRITERIA OF NEW YORK STATE, AND THE AMERICAN FOREST &: PAPER ASSOCIATION (AF & PA) WOOD FRAME GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHEm : CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. SNOW DESIGN FROST UNE DESIGN UNDERLAy- FLOOD W1ND EXPOSURE LOAD SPEED (mph) CA3EGORY WEATHERING DEPTH ~RMITE DECAY TEMP. !MENT REQUIRED HAZARDS CA.GORY 45 Iba/aqft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 198~./199S B DESIGN CRITERIA R602.8 Fireblocking required. Fireblocking shall be provided to cut offall concealed dra~ openings I I (both vertical and horizontal) and to form an effective fire barrier between stoHas, and M~N~MUM UH~FORM G~Sm~SU~O UVE LOAOB PRESCRIP~]VE DESIGN~ (i, pounaa per SRUOre foot) betweea a top story and thc roof space. Fireblocldng shall be provided in wood-Crane I construction in the following locations. USES(a) AND OCCUPANCY CLASSIFICA~qON(a) USE MVE LOAD DEAD LOAD I USE OCCUPANCY EXTERIOR BALCONIES SO I0 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling arid floor levels. Concealed horizontal foxed spaces shall also be fireblooked at Intervals not ~1 RES~DEN~- R-3 DECKS (0 40 10 exceeding 10 feet (3048 mm). Botts or blankets of mineral or glass fiber shall be allowed as Va=E OF CONSmUC~ON (CHAP~R S) PASSENGER Vm~CLE GARAGES (o) SO (o) 10 fireblocking walls constructed using parallel rows of studs or staggered studs. 2. At all intercannections between concealed vetlical and horizontal spaces such as occur at I ~E GROUP AT, CS WITHOUT STGR^GE (b.,) 10 10 SOffitS, drop ceilings and cove ceilings. v B ATnCS WITH STORAGE (M.,) // 2O 10 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed , spaces under stairs shall comply with Section R3 ! 4.8. HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS ' 40 10 4. At opanings around vents, pip~ and duets at ceiling and floor level, to rmist the fi. ce HBOHT EIRE AREA SLEEPING ROOMS I 30 I 10 passage of flame and products of c~mabustiun. IJa~LT~lZuam~. 5. F~ the fireblocking of chimr~eys and fireplan, s~ Section RIO01.16. THE VER~CAL DISTABCE STAIRS 40 (¢) I 10 6. Fireblocking of cornices ofa tw~family dwelling is required at the line of dwelling unit FROM GRADE PLANE TO THE AVERAGE HEIGHT UNLJMITEG AREA . ~ayat~on. SURFAcEOF THE HIGHEST=, ~"-5~.=ROOF AS PER3 STORYTABLE 503 OUARDRAIL AND HANDRA,LS (d) 200 lc) 10 , .~ -- THEAS PERBu~mNGSEC~ONcoDE502oFOF ROOF , 30 10 :. R602.$. ! Materials. Except as provided in Section R602.8, Item 4, fireb]oc~g shall cunsist of NEW YORK STATE' 2-inch (51 mm) nominal hunber, or two thicknosses of i.inch (25.4 mm) nominal h~nber o) ELEVATED EARA~E F~OGRS SHALL BE CAPABLE OF SUPPOR~NG A 2.0OD- with brok~ lopiD'rots, or one thickness of 23/32-inch (19.8 mm) weed stna~am] panels LUMSER SPECieS ANG GRADE PODNG LOAD ~PUE0 OVER A 20-SQU~E-tNCB ARE*. with jointS backed by 23/32-inch (19.8 mm) WOO~ sltuctoral panels (~' ~le thickn~s of I b) NO STORAGE ~I~cl ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3/4-inch (19. I mm)particlchoard with joints backed by 3/4-inch (19.1mm) particleboard, ALL HOUSE FRAM*NC MATERIAL ODUGLAS ~R - LARCH #e AND GEaR o) INm~DUAL STA*R ~EADS SHALL BE BESIGREO FOR THE UNIFORMLY 1/2-inch (12.7 mm) gypstan beard, or l/4-inch (6.4 mm) ce~le~tt-based millbeard. Botts or ~ ~-~ DIS~IBU~D LIVE LOAD OR A 30D-POUNG GONCEN~ATED LOAD AC"RNG~ rT' ' ALL EXT. GECK FRA~NO MATER~AL ODA NC PiNE #e ANO DETER OVER AN AREA OF 4 SOUARE iNCHES. WHICHEVER PRODUCES THE GREATER blankets of mineral wool or glas~ tiber installed in such a manne~ as to be secor¢ly ST~ERSES. retained in place shall he permitted as an acceptable fire block. Loose-fill insulation a) A nNOLE CONCENT~A30N WITH WOOD ~USSES S, AU. SE CEaGNm ~N material shall not be used as a fire blm:k unless speciticatly t~-~ae~_ in the form and manner ABODROANCE ~ SEC~OH RBOZlO. t inteaded for use to demonstrate its ability to remain in place and to retard the spread of e) SEE BECKON R502.2.1 FOR DECKG A~3'ACHED TO EXI~RIOR WALLS firre and hot gases. MIN~MUM SPECklED COMPRESSiVE S~ENOTH OF CONCRETE R602.8.1.1 Unlaced fil~rglass. Unlaced fiberglass bott insulatiun used as fireblocking shall fill the M~NIMUM SPE~nEn ~tire cross section of the wall cavity to a minimlrm height of' 16 inches (406 mm) AR~S OF STRUCTURE COMPRESSION SmEN~TH (o) (fo) measured vertically. When piping, conduit or similar obstruetiuns are cocunntered, CRAWL SPACE NA VePE OR LOCAnGR OF CGRCREE C0NS~UC~ON I WEATHER,NO PO~Nn^L the insulation shall be packed ~ightly around the obstruction. BASEMENT NA I -qRST FLOOR NA SEVERE (bh SECOND FLOOR 700 ,q. ~. BASEMENT WALLS. EOUNDA~ONS ^,0 OTHER I R602.8.1.2 Firebiocldng integri~. The integrity of'all firebincks shall be maintained. ]ONUS ROOM NA CONCRETE NOT EXPOSED TO ~E ~EATHER I 2,500 lc) I IALCONY , NA .OFT , NA ~TRC (HOOSEh(ah NA BASEMENT SLABS AND IN~IOR SI.A~ ON Z,500 (ch ~.3q]C (HOUSEXbh NA GRADE, EXCEPT GARAGE FLOOR SLABS gARAGE 936 Gq. ft. ATRC (GARAGE)loh 936 sq. ft. BASEMENT WALLS. FOUNDA~ON WALLG. EX'R[RIOR WALLS AND ATRC (GARAGE)lb) NA OTHER VER'RCAL CONCRETE WI)RK EXPOSED TO THE V~EATHER 3,000 (dh SCREENED PORCHES NA SUNROOM NA 3ECKS NA PORCHES, CARPORIS AND S~P5 EXPOSED TO .';OVERED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLABS 3.500 (d) ;OVERED ER~RANCE NA POOL HOUSE/ CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 8.895 kp~ SEE TABLE R301.2(1) FOR WEATHERING POTEN~AL lb) ~ITH STORAGE CONSTRUCTION SHALL BE AIR-ENmAINED CONCRETE IN ACCORDANCE ~/TH FOOTNOTE (d) ~ ~ (d) CONCREIE SHALL BE AIR ENTRAINED. TOTAL AiR CONTENT (PERCENT BY VOLUME OF CONCRETEh SHALL NOT BE LESS THAN S PERCENT OR MORE THAN 7 PERCENT. (e) SEE BECKON R402.2 FOR MINIMUM CEMENT CON3ENT. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROVIDE SOLID BLOCKING 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 TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 869-2005 NOTE: CMA EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ~F~V~.~ ~c~.,~: ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. ~ m ~ ! ~ a~m 05-29-05 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION ~ (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. .~ ..... (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE DESIGN NB SUBSTITUTIDNS DATA ALL Fro, ming hardware shown on these plo, ns, AND unless ot;herwlse Indicated, is Simpson Strong-Tie, ~ COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. NOTES ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED No substi'tutions are o. pproved or o. uthorized. UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT ])ue to the relationships oF Fro. Ring ho. rdwo. re to WRITTEN AUTHORIZATION. 1;he other components oF the structure, o, ny ?to. rain9 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF hardwar'e subst;JtutJon5 wilt render these ptc~ns EAST END DESIGN ASSOCIATES. LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE null o, nd void, end wiLt resuLt in the instcdler/contro, ctor PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ss.m n re pons , tm, for the design 2 OF 8 per?ormcnce o? the entire system, Accepla~oft~sedmwingad~notautho~ze~hmnghtt~buildwithouttheauthon~lion HEIGHT EIRE AREA THE VERTICAL DISTANCE FROM GRADE PLANE TO THE AVERAGE HEIGHT UNMMITEG AREA OF THE HIGHEST ROOF 3 STORY SURFACE = 17'-.~' AS PER TABLE 505 AS PER SECTtON 502 OF THE BUILDING CODE OF NEW YORK STATE. USE UVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (0 40 10 PASSENGER 'v~]~lCle GARAGES lo) 50 (o) 10 AT'RCS WITHOUT STORAGE lb,e) 10 10 ATRCS WITH STORAGE lb.e) // 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 lc) 10 GUARDRAIL AND HANDRAILS (d) 200 lc) 10 ROOF 30 10 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETIER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETIER MINIMUM SPECIFIED COMPRESSION STNENGTH (o) (lc) TYPE OR LOCA~ON OF CONCREte CONS~RUC'RON WEATHERING PO~EN~AL SEVERE lb) BASEMENT WALLS, FOUNDA'~ONS ^ND OTHER CONCRETE NOT EXPOSED TO ~E I~EATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLA~ ON 2,500 lc) GRADE, EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS. FOUNDA~ON WALLS. EX'R[RIOR WALLS AND OTHER VER'RCAL CONCRETE WI)RK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORIS AND S~P5 EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3.500 (d) AREAS OF STRUC3URE CRAWL SPACE NA BASEMENT NA -qRST FLOOR NA SECOND FLOOR 700 sq. ft. ~ONUS ROOM NA ~ALCONY , NA .OFT , NA ~T~C (HOMSEh(.h NA ~.TI1C (HOU SEXbh NA gARAGE 936 a~. ft. ATRC (GARAGE)(Oh 936 mq. ft. A~C (GARAGE)lb} NA SCREENED PORCHES NA ~UNROOM NA 3ECKS NA ;OVERED PORCHES NA ;OVERED ER~RANCE NA POOL HOUSE/ CABANA NA ACCESSORY STRUCTURE NA SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION MODEL NO. H7 NO. LST20 NO. MODE]. NO, LSTA21 MODEL NO. :TOTAL) UPUFT (15S/16S) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES OIME~S[SNS FASTENEJ~S ALLOWABLE TENSION LOASS 7, 40. 127 REF. (1~ / leo)z o=. TENSIO~ LOADd'I'" (DF/$p) 0.0~ 0.077 7, 40, go 7, 40, 127 160 NOTE: ALL HANGERS TO BE USED ON TE~IS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY 1MTH ALL NOTES ON THIS PLAN ~THOUT WRITTEN AUTHORIZA1]ON BY A LICENSE PROFESSIONAL ENGINEER, PLACES ,-%L UABILITIES ON THE CONTRACTOR. DETAIL "A" LFTA LFTA LFTA LTP4 DETAIL "B" LTP4 Simpson Strong-Tie FLoor-to-Floor Connections MTS16 MTS16 HDSA LTP4 LTP4 Simpson Strong-Tie Floor-to-Floor DETAIL "C" Connections LFT^ HD2A ,CNW- COUPLER NUT DETAIL "D" SiMpson Strong-Tie RD]] SYSTEM MTS20 LTSE O SP4 LSTAal DETAIL "E" DETAIL "F" LSTAB1 ~ SP4 DETAIL "G" Equ~[ number specified n~iLs in each end Simpson Strong-Tie CS16 DETAIL "H" Simpson Strong-Tie LUS46 DETAIL 'T' SIMPSDN Strong-Tie HUSPlO-P 10 DETAIl, "3" SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE ~TH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF ,& PA) WOOD FRAME CONS~UCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, (1) S;HEATHING TO BE NAILED TO CCA SILL (2) SNEATI-IING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) ~HEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (~) ~HEATHING TO BE NAILED TO TOP PLATE NoTIE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REG~JIRED AMOUNT CALCULATED FOR EACH CASE. NOT~E: PRO,VIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK AND THE AMERICAN FOREST & PAPER ASSOClA~ON (AF & PA) WOOD FRAME CONS~UC~ON MANUAL (WFCM) FOR ONE AND TWO FAMIILY DWELLINGS. 2001 SBC HIGH WIND EDITION. No'~E: EAS~T END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO ]~llS JOB SITE. NO SUBSTITUTIONS ALi Framing h~rdw(zre shown on tlhese plans, un[ess otherwise Indicated, Is SIMipson Strong-Tie. No substitutions ~re ~pproved o)r ~uthorlzed. ~Due to the relationships oF Framing herdw~re to the other components oF ~he s~ructure, ~ny Framing h~rdw~re substltu%lons wi[[ render these plans null end void, end will resu[~ In ~he ~ssumlng pesponslblU~y ~epFopmcnce oF ~he en~ipe system. Simpson Strong-Tie HGAIO DETAIL "K'___~' -STI ~"- SIMPSON TAKE-UP WASHER SIMPSON TAKE-UP WASHER COUPLER NUT SIMPSON TAKE-UP WASHER ANCHOR BOLTS DETAIL "L" (~) COPYRIGHT 2005 EAST END DESIGN ASSOCIATES. LLC. ALL FLOOR PLANS AND ELEVA]]ONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRII IEN 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. 869-2005 CMA 1/4"= f-o" 05-29-05 SIMPSON WINDLOAD CHARTS & CALC. & STRONG-TIE DETAILS 3 OF8 Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads - Table 3.2A S/8" Anchor Bolta - Sill Plate to Foundation Connections Resisting Table 33. . Nailing Schedule (PrescrlptlveAltemntl~t0 Table&B) ~ Exposure B ~ Shear Loads from Wind - Exposure B ~ ~ ~ , ~ ~ 2 2 2 = ~ Table 3.11 Wall Sheathing and Claddln~ Requirements for Wind ~:. ~ r~/e~a. 2, 'z 2 2 2 ~ ~ , 4 Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting H~ 8d ~ (.~ Tab~ 3.11) ~ T~fi°n m~ ~ M ~d ~ ~m~flPU~ ~ 0'70 f~ ~"~ n~ I~ ~ f~ °f~ (Prescriptive Alternative to Table 3.2) - Table 3.91 Rafter/Ceiling Joist Heel Joint Connection Requl~ments :.~0o=~,.~.-,...: 1~-24 3 3 3 3 a 3 ) ~ table 3.41 Ra~er e/or Cellbg Joist to Top PIIte bteml and Shear Co.action CPre~ripti~ Alternative to Ta~e 3.9) e - ..,~ ~r .,p~ ~ (~escriptiveARemativetoTaUe3.4) e~fLivc~ Gmundgnow~fld z Tab~12~ho.c.~K~us~g~ms~n8~O~O.49. F=~m~O.42SO<O.49. me~ll~ Table 3.2C Sill or Bottom Plate to Foundation Coflnectlons (Anchor Bolts) Table 3.~ 1/2" ~chot Bolts - Sill Plato to Fomdatlon Connections Real,ting ~Spac~g ~q~ N~oflGdCo~onor4~BoxN~ ~H~llo~t Conn~fion~.~,*~.~ Shear Loads from Wind - E~osure B ~s.o~o.,,wi~ __ __ _ ~ T~nn~~''''*~a~'[Idln~B' 24 5 10 IS 6 12 17 9 17 I 25 11 ~[ 3~ 16 2 2 3 3 3 4 4 5 va~uesro~upl,nlo~,(Tab]e~.2C)otla~al~de~rloaa~,ble~.2a). Foro~or~ltl~om~S~fion3.2. l.7~d3.22.3. ALL SHEA~ING TO BE NAIAD IN ACCORDANCE ~ ~E 7:t2I ' 60 6 7 S lO 11 13 15 17 ~~~~ r/~~~-* CMA 1~.2 3 5 ? 3 6 S 4 ~ S 12 ~ 10 ]~ 70 7 S 9 11 13 I~ tS 20 NAtUNG SCNEDULE OF ~E AMERICAN FOREST ~ PAPER 24 3 6 9 4 7 I0 5 10 15 7 13 19 80 8 9 11 13 15 18 20 23 PROVUE ~6 g~ ~E ASSOGIA~ON(AF · PA) WOOD FRAME ~ONS~UC~ON MANUAL 12 3 3 a 3 3 4 3 4 6 3 5 8 20 3 4 4 5 6 7 8 9 uao~ RIO~ - la ~ /FA~ NAIL U~NG (*) led NN~ (~CM) FOR ONE AND ~O FAMILY D~LLINGS. 2001 SBC 16 3 3 5 3 4 3 3 5 8 4 7 I0 24 4 4 5 6 7 ¢ 10 1] ~ ~ TO~ mo ~ ~ ~E ~ 1/4"= 1'-0" (1) SHEA~ING TO BE NAILED TO CCA SILL 24 3 5 ~ 3 5 S 4 8 11 5 l0 15 2Stories 36 6 6 8 9 Il 13 14 17 - . ~m 05-29-05 (2) SHEA~ING TO EQUA~Y SPAN 1ST AND 2ND FLOOR BOX BEAM t2 3 ~ ~ 3 ~ 3 3 3 ~ ~ 4 6 40 6 7 8 to t2 t4 16 ~8 A~C TOP PLA~S 12.12 16 3 3 A 3 3 4 [ 3 4 6 3 5 8 50 g 9 l0 t2 L5 I7 20 23 (3) SHEA~ING TO TO ~[ NAIL[O ~Q~A~Y ~PAN TO TOP PLA~ 2NO FLOO~ AND 19.2 24 1[ 33 4 3 , R ~ 33 43 651: 33 65 97 43 68 ~ 9 8070 60 II 12 9 13 1210 16 1412 20 1715 23 2018 27 2421 32 2824 36 3227////--~ ~.~ [ (4) SHEA~ING AMOUNT ~ALCULA~D FOR EACH CASE. ~,~.,~ ~ ~..., ~,,o.~.~.,, ~=~ ~ ~ t.-~.,o. ~ ~ ~,o~ ,.~.~. DETML "M" NAILING jog~ or r~er h~ ~ l~al~ high~ ~ ~ ~ic ~e, no ~o i~mge is ~. ~d the ~bug~ heel joint co~fioa ~u~meag s~l ~ ~p,v. ~, ~ ~ o. ~o.. TroLl. 3=. SCHEDULE PRO,DE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAF~RS AS AND ~E AMERICAN FOREST · PAPER ASSOCIA~ON (AF · PA) ~-~- H~lCt¢~) AGj~atf~cm~ ~ g~tph[a~NS~.~m~ia~. NOTES FAMILY D~LLINGS, 2001 SBC HIGH ~ND EDISON. u3 is ALL FLOOR PLANS AND ELEVATIONS ARE PROMOTED u4 L~ ALL ROOF SHEA~ING IS TO BE FAS~NED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF ils L25 THE BUILDING CODE OF NEW YORK STA~, AND THE AMERICAN FOREST ~ PAPER ASSOCbA~ON (AF A PA) UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NO~: WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND ~0 FAMILY DWELLINGS, 20~1 SBC HIGH WRI~EN AU~ORIZATION. EAST END DRAINS A DESIGN AND ITS ASSOClA~D ENGINEER HA~ I ]/~ 1.2 WIND EDISON. ALL PLANS AND DESIGNS ARE ~E SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. MA~RIAL OR WORKMANSHIP PRODDED TO ~IS JOB SI~. ~om: ~t~.flcc.o~of~em~rbdow~cr~lcrti~ye~3/4~when~crLics~cl~at~.~vco.~-~d ALL PLYWOOD SHEA~ING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). ~E RIGHT TO BUILD ONLY ONE S~UCTURE FROM THESE ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAF~R TAILS. ro~'.s~o,~o.~,w~sp~tm~ht ss I 90 I ~oo I IlO I ,20 I .0 I 140 I ]50 ALL TABLES ARE FROM THE AMERICA~ FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) Table 3.23A Ileader Spans for Exterior Loadbearlng Walls Realati~ Wind Loads - Exposure B Sbt (~..i~.) (ff.-m,) L5-5 Table 3.23B Header Spans for Exterior Non=Loadbearlng Wells and Window Sill Plato Spans Resisting Wind Loads - Exponure B Table 3.23C Full Height Stud Reqalrementa for Headers or Window Sill Plates In Exterior Walls Resisting Wind Loads - Exposure B & C Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Plates in Exterior Walls Resisting.Wind Loads - Exposure B & C ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 5 6 4 6 6 6 (PRESCRIPTIVE DESIGN) 8 Table 3.24B Header Spans for Interior Loadbearln~ Walls (Supporting Two Center Bearing Floors) Full Height Stud Bottom Plate Table 3.24A Header Spans for Interior Loadbearing Walln (Supportin~ One Center Bearing Floor) ]= I I Teble 3.24C Jack Stud ~equlmmnts for Headers In Interior Loadbenrlng Walls Span ~[~i6:r,~. ~) COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ~ T~bulatedsp~msambnnadon#2GtadeHc~-Ftr, anda~Jpphcablc ALL FLOOR PLANS AND ELEVATIONS ARE PROTEC~D tu~m~l°r~Pb~E~m~cSuppl~t(Le' UNDER FEDERAL COP~IGHT LAW. ~Sou~P~,~Sp~P~). Forg3Omdm PLANS MAY NOT BE REPRODUCED WITHOUT lumP' aP~ '~'n ~ m~Q~Hcd ~ 0'75' WRIT~N AUTHORIZA~ON. ~ Tab~~adnng~ulam. ALL PLANS AND DESIGNS ARE ~E SOLE PROPER~ OF ~ Tabu]e~b~e~au~po~g~gla~floorjo~ts. EAST END DESIGN ASSOCIA~S, LLC. Forh~o~osp~flaarjoimmbulatcd THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ]~m~by0,89. ~ ~n~ofj.~s~l,~h~s~m~o~hy.~in~hor~e~mth~ll- PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 869-2005 CMA 1/4"= 1'-0" 05-29-05 FOUNDATION THICKNESS & REINFORCEMENT TABLES 5 OF 8 ~ 88~-2005 SOUTH ELEVATION ~ST ELEVATION ~ ELEVATIONS ~ COPYRIGHT 2005 EAST END DESIGN ASSOOlATES, LLO. ALL FLOOR PLANS AND ELEVATIONS ARE PRO~C~D UNDER FEDERAL OOP~I~HT LA~. PLANS ~AY NOT BE REPROBUOEB ~I~OUT ~RI IIEN AUTHORIZATION. ~ ~ A~ PLANS AND DESIGNS ARE ~E SOLE PROPERTY OF EAST END DE~I~N ASSOOlA~S. LLO. ~E RIGHT TO BUILD DNLY ONE S~U~TURE FRO~ THESE ~.~ ,. ~.~.~ ~x~,~ ~o ~ ~o~. 6 0 F 8 26' POURED AT ~ME OF GARAGE BEN.TH 2x8 ACQ WORK.SLAB AND A~ O~ER FLAT ONGA~GE~CH DOORS.SIDE OF.~J~ ~ ~ CDX WA~ SHEA~ING 16" X~_o,CONC. FOO~NG m 2x8 ACQ SHOE DROPPED m ~ ~ I :mi ( WI60 x16'-1~ ac I ) I z /8* P.C. FOUNDA~ON ON [, o I ~ MIN. X-O' BELOW FINAL ) I ~ NO~; ~" ANCHOR BOL~ I I ;I I I I 16- x 8- CONC. FOO~No SCHEDU~.m I r i FOUNDA~ON FOR ~"x~" m ~ ] m ~ ~ (4)2x12 GARAGE DOOR H~ER (SEE D~L) POURED AT ~ME OF GARAGE 8~--2005 WORK. NOTE: PROVIDE CMA (2) ~CHOR BOLTS ON ~CH SIDE OF FO~DATION PL~ G~GE FLOOR PL~ FOUSDATI0~ PLAN/ GARAGE ~ COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. FLOOR ALL FLOOR PLANS AND ELEVA~ONS ARE PROCeeD UNDER FEDERAL COP~IGHT LAW. P~N PLANS MAY NOT BE REPRODUCED ~OUT WRIT~N AU~ORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPER~ OF EAST END DESIGN ASSOClA~S, LLC, ~E RIGHT TO BUILD ONLY ONE S~UG~E FROM THESE PLANS IS LICENSED EXCLUSI~LY TO ~E BUYER. 12 A~rlC -- ~" CDX SUBFLOOR DETAIL "M" CONTINUOUS RIDGE ~ENT 2x6 COLLAR TIE '~' COX ROOF SHEATHING 15# FELT .25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES 2x6 VERTICAL SUPPORTS 16' DC. 14' 2B' 2x6-16" DC 2x6-16' DC ANDERSEN 5068 BARN DOOR (PROVIDE SAFE~Y RAIL ON INSIDE OF DOOR) II I[ 5'--g7~6" II II ) II II II II II II II II II ! [ 28' SECOND FLOOR PLAN 6 12 STORAGE PROVIDE BTNRB AND ~I~ILINGS AS PER NEW YORK STATE CODE. C~X SUBFLOOR (GLUED & NAILED) (2)1~' x16' LVL FLUSH BEAM DETNL 0 GARAGE P.C. SLAB W/J6x6 W~N ~# x 12" ANCHOR BOLTS -- (MAXIMUM OF 2'-0" DC) CROSS SECTION A A1TIC STORAGE CDX SUBFLOOR (GLUED & NAILED) GARAG[ .f~-' P.C, SLAB W/ 6x6 WWM , / ~M" x 12" ANCHOR BOLTS~ AXIMUM OF 2'-0' DC) CROSS SECTION B 2x12 HE~DER 2x6-16 DC RAFTERS CDX ROOF SHEATHING # FELT YEAR ARCHITECTURAL GRADE ROOF SHINGLES DC WALL STUDS -- lx6 FASCIA 24' VENTED SOFFIT 2x4 SOFFIT FRAMING 2x4 HOUSE NNLER DBL 2x6 PLATE 2x4-16" DC WALL STUDS ~"CDX WALL SHEATHING 15# FELT SIDING TO MATCH EXISTING 2x6 SHOE 2x6 ACQ SILL PLATE W~TH TERMITE SHIELD & SILL SEAL 8' PC FOUNDATION WALL · 2x4 KEYWAY 16' x B' PC FOOTING MINIMUM OF 48" BELOW RNAL GRADE BEAR ON UNDISTURBED SOIL INSURE SO~L BEARING CAPACITY DETAIL CONTINUOUS RIDGE VENT 2xB RIDGE BEAM 2x6 COLLAR TIE 2x6-16 DC RAF]ERS ~" CDX ROOF SHEATHING 15t~ PELT 25 YEAR ARCHITEC~JRAL GRADE ROOF SHINGLES 2x6 VEEFFlCAL SUPPORTS 16' DC. 2x6 / 2x4 ETRONGBACK 2x8 CEIENG JOISTS - 16' DC. -2x6-16 DC RAF3ERS CDX ROOF SHEATHING i# FELT YEAR ARCHITEC~JRAL GRADE ROOF SHINGLES oc WALL STUDS L mE" 1x6 FASCIA 24" VENTED SOFFIT 2x4 SO,-I-ri FRAMING 2x4 HOUSE NAILER ,DBL 2x6 PLATE '2x4--16" oc WALL STUDS ' ~"CDX WALL SHEATHING -15~ FELT SIDING TO MATCH EXISTING 2x6 SHOE 2x6 ACQ SILL PLA~ YaTH TERMITE SHIELD & SILL SEAL B' PC FOUNDATION WALL '2x4 KEYWAy 16' x B" PC FOOTING MINIMUM OF 48" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY (~) 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. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM ~ESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 869-2005 CMA 1/4"= f-o" ~ 05-29-05 SECOND FLOOR PLAN AND CROSS SECTIONS 8 OF8