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HomeMy WebLinkAbout30718-Z °F SO�Tyo�o Town of Southold A * P.O. Box 1179 01 53095 Main Rd Ulm ' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46079 Date: 04/01/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 95 Apple Ct Southold, NY 11971 Sec/Block/Lot: 69.-3-18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/22/2004 Pursuant to which Building Permit No. 30718 and dated: 10/22/2004 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including deck and ramps to existing single family dwelling as applied for. The certificate is issued to: Maia Khutsishvih Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 30718 3/31/2025 PLUMBERS CERTIFICATION: James C. Lane 12/27/2024 uth rizira mignature 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. 30718 Z Date OCTOBER 22 , 2004 Permission is hereby granted to: LORRAINE HAEG 95 APPLE CT SOUTHOLD,NY 11971 for ALTERATION & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 95 APPLE CT SOUTH/PEC County Tax Map No. 473889 Section 069 Block 0003 , Lot No. 018 pursuant to application dated OCTOBER 22 , 2004 and approved by the Building Inspector to expire on APRIL 22 , 2006 . Fee $ 0 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 OF SOUTyo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh southoldtownny.Qov ouffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maia Khutsisvili Address: 95 Apple Court city:Southold st: New York zip: 11971 Building Permit#: 30718&42527 Section: 69 Block: 3 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor Basement X Service Commerical Outdoor 1st Floor X Pool X New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 60 Ceiling Fixtures Bath Exhaust Fan 3 Service 3 ph Hot Water 30amp GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 6 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 45 CO2 Detectors 6 Sub Panel A/C Blower I Range Recpt 1 Ceiling Fan 4 Combo,Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 46 4'LED Exit Fixtures Sump Pump Other Equipment: 1 pool panel,1 240v pool pump,1 heater, 1 transformer for pool lights 1 salt gen, 1 fric 1 stove, 1 dishwasher, 6 puck lights, 1 hood, 1 washer, Notes: HOUSE ADD/ALT Inspector Signature: Date: March 31, 2025 95 apple ct I Town Hall Annex ��® Gy Telephone(631)765-1802 54375 Main Road P.O. Box 1179 vs 2 ! r_,�*co Southold, NY 11971-0959 i 2024 7 2 DEC i f �Ic BUILDING DEPARTMENT Far FFM TOWN OF SOUTHOLD CERTIFICATION Date: GG Building Permit No. Owner:Moua 6 uV sLsnVL( l (Please print) Plumber: —, e Z,#-,-Ll G G� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (P umb s Si e) Sworn to before me this day of 20� TRACEY LYNNE SCHLESKE NOTARY'PUBLIC,STATE OF NEW YORK Registration No.01SC6116398 QuaCammissI ion Ex re SePt(fied In l pe ber 27,20 Notary PublicG, , County 1 3 0 7/ 765.1$OZ BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . \[ ] INSULATION FRAMING �a�l ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: `'�' 0 DATE ��� �'� INSPECTOR' �`� �- 7ss-1 so2 BUILDING DEFT. INSPECTION KFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE - INSPECTOR 30 7 / 8 z 765.1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� 0�v ' 01( INSPECTOR OE SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. o�+� 631-765-1802 INSPECTION. [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ .] FRAMING/STRAPPING [ "FINAL [ ] .FIREPLACE'& CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION, [ ] PRE C/O. [ ] RENTAL REMARKS: l�a0'L Pap- c) d 1�� o DATE INSPECTOR SOUTyo� # TOWN OF SOUTHO D BUILDING DEPT. °ycoum, 631-765-1802 - INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ .] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ICJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: Ifouse oolotl4l Robl- o4l-eb rieeA a rr p to fec_fi On gek 0 /fie Ltd 6FT (';Ac �j boLfk �_v-t DATE f. a INSPECTOR d_-)o{ ( 'ID 'r'�� It c� r TOWN OF SOUTHOLD BUILDING DEPT. �p`y�0uhm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .] .INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ - ] PRE C/O , [ ] RENTAL REMARKS: /SOD l 6 vi c o rt"6 S 1 J e- eh%)I["8 wL6vA_ DATE qfy /.qq_ - . ___ lNSPECT0R eL;� l SOUtyO� j o /( !/ 1✓ 6rf / C %-- c ' TOWN OF SOUTHOLD BUILDING DEPT. coo 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH P,LBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING' [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [y] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O. . [ ] RENTAL REMARKS: ul Sl° AeA lhkt wor lv� - d 'LO DATE q15 INSPECTOR IYAUi4iAr— OF SOUlyolo v O G lg q5 # # TOWN OF SOUTHOL UILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [. ] FIRE SAFETY INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ ] "FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,� ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE, C/O [ ] RENTAL REMARKS: \0_ adal alf e o � 8�.c h Q a"A u1 aM 10 e7 W In r6o C °� DATE q .INSPECTOR SOUTyO� 3o aplale e # * , TOWN OF SOUTHOLD -BUIL ING DEPT. y u�m 631-765-1802 INSPECTION - FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION' [. ] ELECTRICAL- (ROUGH) [S4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fli--4� t r f�G o� se -P100d t-LeaG•e wins+ be xok 40 DATE INSPECTOR � I * * TOWN OF.SOUTHQI �NUILDING DEPT. 631-765-1802 1 NS-PECTI O N' [ ] FOUNDATION 1 ST'/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY ' [ ] FIRE SAFETY.INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) (] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P I)A 2 DATE ANSPECTOR JAMES J. DEERKOSKI, P.E. `- 260 Deer Driver Mattituck, N.Y. 11952 1��� ; �Y 6 2005 (631) 298-7116 � �'M1� BLDG. DEPT. To: Town of Southold T �� of SC U i HOLD Re: Strapping/Framing/Plumbing Inspection Lorraine Haeg 95 Apple'Court Southold, NY 11971 Permit# 307187 To Whom It.May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbing Inspection was also Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. 0F NEyy Y� J•DE cerely James J. De P.E. . 07 ,�o�QFESS1ON�� 5 1 JAMES J. DEERKOSKI, P.E. d �� 260 Deer Drive Mattituck, N.Y. 11952 2005 ( L" (631) 298-7116 BLDG. D-Fp7. ... To: Town of Southold T lNid _j Re: Insulation Inspection Lorraine Haeg 95 Applecourt Southold, NY Permit# 30718Z To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property, all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. l - 0OF MEIN DEE9�� Since ely James J. DeeE. 072��Z ? �, q�FESSI.. y_ FIELD INSPECTION REPORT DATE COMMENTS "�/ � ✓mil � r L.'6L 6� r /" O troi'J FOUNDATION(1ST) IV n ------------------------------------ FOUNDATION(2ND) � z r VT O u- - ROUGH FRAMING& _ PLUMBING H U INSULATION PER N.Y. STATE ENERGY CODE w COO �y Z FINAL ADDITIONAL COMMENTS a u� � cleffii Aoo e o - Z m -1 � o z r y x e b H 'I-OWN Ul+ ���u i nvLL y _ __ BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans _ Planning Board approval______ TEL: (631) 765-1802 FAX: (631) 765-9502 Survey ww. northfork.net/Southold/ PERMIT NO. '?071 Check w Septic Form N.Y.S.D.E.C. Trustees Examined 10 22--,20� Contact: .Approved o ZY,20 id Mail to: Disapproved a/c Phone: ExpirationY20 Buildina Inspector n l ? PLICATION FOR BUILDING PERMIT Date 2U --=�� INSTRUCTIONS a, This application MUST be completely filled in by typewriter or in ink.and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date: If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to oorgply-witl:--11 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) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises h 0 P rLat N e A e.q- (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 i3v. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which prop ed work will be done: �d0 0J)�o l� House 14iYmber Street Hamlet County Tax Map No. 1000 Section 9 Block 0 Q38 ,,W4,ot 1 Subdivision Filed Map NOW mM to WsIIK5i q 40 (Name) ,Cos ;8�ou fabltirZ ni bsitflsuo !it�lA piigrt3 naia�rrnrrto� • r f. P - 2, State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 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 Depth Height Number of Stories Dimensions of same structure with aiterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address 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 NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: CO being duly sworn, deposes and says that (s)he is the applicant (Name c f in ividual contract) above named, (S)He is the Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perfo=n 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. Sworr�nn to'b�efore me thigN T �'I day of V814 20 !� Notary licp� Signa e o t 1Votary P:iC Stated irk No.O1�E6Q971 Comma E�tpkw��A�1 ,20AI S� . e4o BUILDING DEPART -iIegriLFAl &;gc�r TOWN OUTHOLD Rn Town Hall Annex' 543 ainftay 5PO ox 1179 c.7 . . , o Southold, New York 11971-0959- °�iy®1 Telephone (631) 765-180 -Q ( 31`.) 765-95Q2 ' jamesh(aD-southoldtownny..qov nd( o,wt I loWnhy.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z24 Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: n Address: Cross Street: Phone No.: Q'Z Bldg.Permit:#: �j(j email: unhIv-,tiorn Tax Map District: 1000 Section: _p Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): —EX LDI UY 16 V--,Cn� 1-\00C-f, 0CLAIaW Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size Ph❑3 Ph Size: A # Meters Old Meter#, ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead r , # Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches-fff4--�. 11 V OutletSIf"a 1 ` `--jtkk--.S ` ` GFI's Surface Sconces .� l H H s ' UC Lts Fridge HW POOL Fans Mini Fr. WAD Panel Pump 1 ? Exhaust Oven Sump Heater Trnsfmr l Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights 1 1 Lcw 6/10 Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc h Combo Cooktop Minisplit .. Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments ��See�'r o �- Ili I�J�tS�e (�►'}��J` CI ?tea r' l,, � " ►-n � 'a ram'' � ,2( r '��;( _ � K s 6.21.2024 Town of Southold Building Department 54375 Main Road, PO Box 1179 Southold, NY 11971 E C E Re: 95 Apple Court, Southold JUN 2 5 2024 SCTM# 1000-69.00-03.00-018.000 Attached please find: -Check for$325 -Application for electrical inspection Please contact me if any additional information is needed. Thank you for your attention, Tracey Schleske S s. JP qC, V4,>, opliph' s 2° O. r� S • V 0� • � �39 ati�h I�gC4,, h 00 O �` O P • J,q��i41j/� AREA= 10,093 sq.ft. CER TIF.IED TOr L ORRAINE A. HAEG THE L ONG ISLAND SA VINGS BANK FSB SUPERIOR ABSTRACT CORPORATION TRW-S-543938-7 SUR VEY OF LO T 7 "MAP OF SOUTHOLD VILLAS" F/LEDJUNB 25, 1992-AMP No. 9237 Prepared In accordance with the minimum •A T SOUTHOLD standards for title surveys as established by the L.I.A.L.S. and approved and adopted TOWN OF SOUTHOLD for such use by The New York State Land Tale Association. SUFFOLK COUNTY, N. Y. The water supply and sewage disposal 1000 - 69 = 03 - 18 systems for this residence will conform Sl��e� I'" = 30� to the standards of The Suffolk County Department of Health Services. March 11, 1992 JUL Y 15, 1992 (foundation) The locations of wells and cesspools shown hereon are from field Oct. 24,1992 (final) observations and or from data obtained from others. • P��OF N fwro S. MET SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o ' jcF� FOR APPROVAL OF CONSTRUCTION ONLY Y.S. LIC. NO. 49618 92SO44 ' DATE ►+S. REF. NO. CO V RS, P.C. 0.. �� APPROVED AM J revise tax number 12108192 SOU Y. 11971 U3 - ►07 = RODM IB'Rx SWIMMMO MOL I - ' f' FAMILY ROOM 155•x 18'r WI Gr x TT eATH BATH auN •xelr arxsg' Prxn• IOTCHEN I BATH 155•x 11'H• HALL ttr B'Sx 11'7 x --- vAke Ci •H�L�x �,xooe� ' r1PxPs PRIMARYBEOROOM 158'k 23'1P BEDROOM 1ZPx22r W.I.C. +. LMNG ROOM 6'S a 171• OININGAREA 15Sx 13I 188'z 11Yi• .1 -poor2-Inv4 F1 aor ROOM n'a•a ST iP mNY 5 J. RECREATION ROOM 14r.=1P V ELECTRICAL ROOM 11'4•a 18'P BATH 1 6V z TO STORAGEROOM ' SP x 101• WI.G SSa31P FBA �q St'tY1 C'/1� TOTAL:2705 sq,ft BELOW GROUND: 606 sq.ft,FLOOR 2: 1302 sq.ft,FLOOR 3: 797 sq.ft EXCLUDED AREAS: ELECTRICAL ROOM: 119 sq.ft,BAY WINDOW:9 sq.ft,FIREPLACE: 8 sq.ft FLOOR PLAN CREATED DY,?LJEtiCASA APR,MFAS',IRF-IENTS DEEMED HICHlY REL2ABLF PUT N(Yr GUARAFtTEFO ENGINEER O - BUILDING CONSTRUCTION NOTES: I. Wood structural panels with a minimum thickness Of 7/16 inch(11.1 mm)and maximum panel I Duct Construction: span of 8 feet(2438 mm)shall be permitted for opening protection in one-and two-story Permit Number ( ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics Co �N A• Sq� I s i dhesve ) mast buildings.Panels shall be precut to cover the glazed openings with attachment hardware (aic-plus-emhedded-fabric or tapes. Duct tape is not permitted. * Tc:. GENERAL: provided.Attachments shall be designed to resist the components and cladding loads I Exception:Continuously welded and loeldrig-type longitudinal joints and seams on ducts l, . 1. All construction work shall comply with the Building Code of New York State,and the American Forest and Paper Association(AF&PA) determined in accordance with the provisions of Section 1609.6.5.Attachment in accordance I operating at less titan 2 in.w.g.(500 Pa). �r [ ] I Ducts shall be supported every 10 feet or in accordance with the manulhcturet's instructions. ,�, it✓� w with Table 1609.1.4 is permitted for buildings with a mean roof height of 33 feet(10 058 mm) REScheek Compliance Certificate Checked Tay/Date Wood Frame Construction Manual(WFCM)for One-and Two-Family Dwellings,2003 SBC High Wind Edition. ( ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. It 40 Ara. O or less where wind speeds do not exceed 130 mph. New York State Energy Conservation Construction Code l 1 I Air filters are required in the return air system. E+p 237� 2. All work shall comply with the New York State Energy Code. 2. Buildings in Category IV as defined in Table 1604.5, including production greenhouses as 1tEScheckSoftware Version 1.5 Release I e [ ] I The HVAC system must provide a means for balancing air and water systems. ROFesslotl A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be used in sufficient detail as required by the Building Department. defined in Section 1608.3.3. � � � Data filename:C:\FrogramFileslChecklRESchecklHAG)r.rck I I Temperature Controls: B. Insulate all supply&return ducts and piping as required by code. TABLE 1609.1.4 WINDBORNE DEBRIS PROTECTION PROJECT TITLE:HAGS RESIDENCE [ ] I Each dwelling unit has at lesat one themuistat capable ofautomatically adjusting the space C. All windows,door sills,openings,etc.shall be caulked and weather stripped. temperature SCHEDULE FOR WOOD STRUCTURAL PANELs a,b,c i temperature set point of the largest zone, 3. Single and multiple-station smoke alarms.Single and multiple-station smoke alarms shall be installed in the following locations: COUNTY:Suffolk _ I � Electric Systems: 1)In each sleeping room. STATE:New York 2)Outside of each separate sleeping area in the immediate vicinity of the bedroom. FASTENER_SPACING(inches) ( ] i Separate electric meters are required for :ach r!+veiling unit. 3 On each additional story of the dwelling,including basement and cellars but not including crawl spaces and uninhabitable attics. FASTENER Panel 2 feet< 4 feat< 6 feet< 11llD: 5750 i ) TYPE spa Panel____ Petrel Panel • - CONSTRUCTION TYPE:1)�ached l ex 2 Family In dwellings and dwelling units with split levels and without an intervening door between the adjacent levels,a smoke alarm installed _ T ••_.__ Fireplaces: HEATING TYPE:Non-Electric [ ] Fireplaces must be installed with tight fitting, wirr•combustible fireplace doors. on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper <2 feet spars span span l I I Fireplaces must be provided with a s;.ar,c(f combustion air,as required by the Fireplace construction level. <4 feet <6 feet <8 feet DATE: 10/07/04 I provisions of the Building Code of New 1'vrk.)ii ire,the Residential Code oJ•New York Stine or 21/Z#6 Wood 16 16 112 9 DATE OF PLANS: 10-0644 I the New York City Building Code,an app.lica:ie. 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before Screws _ construction or fabrication. Engineer is not responsible for any changes without written prior approval. 2112#8 Wood 16 16 16 12 11ROJLCT DESCRIPTION: I Service Water Heating: I Screws _._..__.. ._ TiAGE RESiDENCE [ ] I Water heaters with vertical pipe risers mrst 1 et.,a heat trap on both the inlet and outlet unless the 5. Do not scale drawings. 95 APPLE COUK'I' I water heater has an integral heat trap tx is pf,ft of a circulating system. For 51:I inch=25.4 mm,I foot=304.8 mm, I pound=0.454 kg, SOUTHOLD,NY. 11971 [ ] I insulate circulating hot water pipes to the lwels in Table 1. 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any materials, I mile per hour=0.44 m/s. workmanship, means a or methods of construction. Theengineer shall not be held responsible for the design or installation of DF.SIGNER/CONTRACTCK: I Circulating Hot Wafer 5yslotns• materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically .This table is based on a maximum wind speed(3-second gust)of 130 EA5'f END DESIGN ASSOCtA TES LLC. ( 1 I Insulate circulating but water pipes to:rce t+,v,t'� in'fable 1. contained in these drawings. mph and mean roof height of 33 feet or less. MAIN b.Fasteners shall be installed at in ends of the wood structural 313o HOL ,NY. 11971 1 swimming tools: 7. Electric construction is to conform to the National Electric Code,Residential Code of New York State,Building Code of New York State, panel. [ J I All heated swimming pools must have•an un:,.;',.'heater switch and require a cover unless over 20"0 c. Where screws are attached to mason or mason /stucco they shall ,t-,r k..T.,( and LIPA. masonry t'Y � �' PROJECT NOTE I of the heating energy is from non•• .;tnhtaffte cam. Pool pumps require a time cicx:k_ be attached utilizing vibration-resistant anchors having a minimum All.WINDOWS TO BE ANDERSEN HP UNITS WITH LOW E GLASS OR EQUAL 8. Plumbing is to conform to the County and Local Health Department requirements,and Residential Code of New York State,Building Code withdrawal Capacity of 490 pounds- ALL EXTERIOR GLASS DOORS TO BE ANDERSEN HP UNiTS 1WiTIi LOW E GLASS OR I Heating and Cooting Piping Insulatit►a: of New York State. EQUAL ( I I HVAC piping conveying fluids above )05 chilled fluids below 55 T must be insulated to the All.EXTERIOR WUUll UK S'I'1-:EL DUUK'I'U BE lJ40 RATED I 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State,Building Code of New York State This APA hurricane shutter design is based on pressures levels in Table 2. F D Table 1: 1141nimum Inculadon Thickness for Clrculrit:g Not Wafer Pipes. F,•-J and manufacturers specifications. associated with a design wind speed of 120 mph. Building O W codes are currently being reviewed for possible changes. COMPLIANCE:Passes Insulation Taiol.h,:;1s in Inches by Pipe Sires Heated Water Non-Circulating RunotUs Circulating Mains and Runouts 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. Before Constructing shutters, therefore, it is important t0 check with your local building department for an update on Maximum 11A=98 Temperature(F) Up to I" 1 to 1.2,5". 1.5"to 2,0" furor 2" kii 11.Limitation of Professional Liability: current code requirements. Your Home UA=&8 140-160 0.5 l.5 l.5 2.0 rY By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Drafting and Design,and their 10.2%Better Than Code(UA) 140-160 0.5 O.S 1.0 1.5 draftsmen due to neglect,acts of error,such that the total aggregate liability of East End Drafting&Design,and there draftsmen shall Gross Glazing 100-130 0.5 0.5 0.5 1.0 1.4 not exceed 50%of the total fee for services rendered on this project excluding East End Drafting&Design's expenses such as blueprint TABLE 1 Maximum Span without Stiffeners Area or Cavity Cont. or Door copies,reimbu,sed fees,etc.. APA Approximate Perimeter R-Value R-Value U-Factor IJA Approximate Maximum Deflection(in.)at - Table 2: Afinimum Lcculrnion Thickness for NFAC P:-" (••LI r'� Panel Fluid Tecni !-sulation Thickness tit Inches by Pipe Sizes �✓ 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed Span Weight Shutter 120 mph Design Ceiling 1:Cathedral Ceiling(no attic) 420 30.0 0.0 14 P•16"oc. Heating Svslem Types Runouts V and Less 1.25"to 2" 2.5"to 4" without written permission. (IbJft.2) Span Wind Speed Wall 1:Wood France, 16 O.c. 520 19.0 0.0 25 Pe Rating at 16-ft. Height Window 1:Wood Frame-Double Pane with i.ctvv-1? 61 0.330 20 heating Systems 13. Owner/Contractor must verilFy any site specific requirements for the construction such as flood zone requirements,etc. 32t6 - t.5 30 0.5 Doerr 1:Glass 41 0.330 14 Low Pressurel'l'emperature 201-250 1.0 1.5 1.5 2.0 Floor 1:All-Wood Joist/fnss:Uver Unconditioned Space 400 25.0 0.0 15 Low Temperature 120-200 n.5 1.0 1.0 1.5 �..., 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as aor2o 2 36 o.s Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 001 aa24 2.4 48 0.s COMPLIANCE:STATEMENT: The proposed building represented in this document is consistent with the building plans, Cooling Systems Suffolk County Dept.of Tfeahh Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and Chilled Water,Refrigetar►l, 40-55 0.5 0.� 0.75 LO �•-� requirements with such agencies riot to construction.. 48 oc 3.6 72 1.5 specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the q b p New York Slate Energy Coitstryation Construction Cale requirements. When a Registered Design Professional has stamped and and Brine Below 40 1.0 1.0 1.5 1.5 V) 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or exceeds the Building Code TABLE 2 Estimated Deflection at 120 mph Design Wind of New York State,and the American Forest and Paper Association(AF&PA)Wood Frame Construction Manual(WFCM)for One&Two Speed Family Dwellings,2003 SBC High Wind Edition. at 16-ft. Height for Shutters with 2 x 4s at 16 inches o.c. 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County APA Panel Approx. Shutter Span (in.) signed this page,they are attesting that to the best of his,'her knowledge, belief.and professional judgment,such plans or Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such Span Weight specifications are in t xnpliant with this Ccxle. NOTES TO FIELD (Building Department Use tic i agencies prior to construction. Rating (IbJft.2) 24 36 48 60 72 84 96 , r1 r 32116 2.5 0.2 0-203 0.4 0.5 0.8 _ Builder/Designer _ " i'�i,,. !� t ;lsr, � - Date 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. 4020 2.9 0.1 0.1 1 0 2 0.2 0.4 0.7 1.1 4824 2.9 - - 0.1 02 0.3 0.6 1.0, 48 oc 46 - 01 0.1 0.3 0.5 0.9 GENERAL NOTES: 'iLF:'47Y SPANS OF STRUCTURAL PANELS GREATER THAN 30" WITH APA RATINGS. REScheck Inspection Checklist AI! PANELS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH APA AND FEMA. CARPENTRY: "".VELS SHALL MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE New York State Enemy Conservation Construction Code Provide double joists under all partition walls unless otherwise noted. 07 NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION KEScheckSoftware Version 3.5 ttAcasc le Pcovi(te typical energy comers+interior/partitions. (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO DATE: 10107/04 Fireplace-provide support for hearth as required. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Sill plates arc to be 2"x 6"treated 40 year CCA with sill sealer. Provide sill sealer-below termite shield. PROJECT IfrLE:HAGS RESDENCE U 2"x 6"-16"oc exterior walls. 2"x 4"-16"oc interior walls-unless noted otherwise. Figure 12-97 Bldg. I a - r All wall studs are to be#2 or better Douglas Fir-Larch. Plywood"shutter" Anchct Dom' ' d► W a m I All other framingmembers are to be#2 or better Douglas Fir-Larch or otherwise noted. attachment on either wood r„f o o°n Use Provide solid blockingbeneath all bearing rots. g Co�uruous Masonry I Z ° t i d g frame or masonry walls. z xa rn n Ion t i i i i - , '9•Exp_ns"_r l • 3i o ° Provide structural metal connectors as required in all conditions as per state and local codes. I - !-spawn Ceilings: _� 9 f i Mt at 24'o c I g ' Openings to have(2)2 x 10 headers-unless otherwise noted. t; +c 1. Ceiling 1:Cathedral Ceiling(no attic),R-30.0 cavity insulation - @ U U Lagbolt all steel columns to girders in cellars,crawls aces and basements. / ( _ •L.G screw / i� I Comments: e n l O a �° g P ; 1�11 a:•8•a.c. 5/8"cdx subfloor. u , r !\I tAm,mf.m e 3 1/2 cdx roof sheathing. 5 1 rn non m, I Above-Grade Walls: - - s'i' ;(; o m i . 'h�' U g•( ply) 1/2"cdx exterior wall sheathing % �_ , MIT. "x-=-� ! ( ] I 1. wan 1:Wood F: Inc, 16"0.c.,R-19.0 cavity insulation °.i .'�y" Q e m o �y'.aood �_ t-.:,; I Comments: ,z Provide fire blocking in all walls and floors as required by state and local codes. ra ninon o NOTE Window Glass .� I windows: Q o n CONCRETE: The Engineered Wood L ] 1 1. Window l:Was Frame:Double Pane with Low-E.U-tractor:0.330 Contractor is to verify soil load bearing capacity prior to construction. Association {formerly the f ! For windows wihout labeled U-factors,describe features: CT p� t W " m i, I RETAIN , O q rJATFR RUNOFF Z Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. American Plywood Association) ioraortzl - w:rwoo ..I f1 Pants Fnme'I' a Thermal Break?[ J Yes[ ]No r - cnj �naV,,,,:,r I YP f 1. JAN i ° St r;i l';;N 45-10C All footings,foundations,etc.shall rest on undisturbed soil. haspfeparedhvebroehuresthat i verica Wlndcw 2•a I Comments: _.__ PLUMBING Footings shall be 49"below finished grade-minimum. present hurricane shutter 2•x4' Glass st Vanes ALL PLUMBING WASTE ( IE TC.r'iN K,UDE. - ri Window,_ St flnne a Yvfndow All footings,foundations shall be:formed. designs for wood-trame and sf I sill CaWt- I I Doors: &WATER LINES NEED PROJECT NO: Provide reinforcing buttress'on any wall over 20'long,T-0"below final grade. masonry buildings. The ' _ z ( 1 1 1. Door l:Glus,Wiaetor:0.330 TESTING BEFORE COVERING 861-200 f (T-0"x 8"with 3-#5 rebar on If,'x 8"concrete footing) brochures are available on-line �`` !"_'-- - �' Comments: DRAWN BY. Mir,n,rn 1 Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. at the Engineered Wood , '? -' ICMA Association website at http:// + I Floors: Uk ?Ells CERTIFICATE p cavity PLUMBER CERTIFICATION ELECTRICAL: www.apawood.org/ [ ] I 1. Floor 1:All-Wind Joist/Truss:Over Unconditioned Space,R-25.0 cavi insulation CHECKED er: Keep boxes 5"minimum from edge of box to rough opening. `.� c:.,,t,°.,,,, Comments ON LEAD CONTENT BEFORE ;UUIRED Electric construction is to conform to the National Electric Code,New York State Building Code,and LIPA. 1 x' CERTIFICATE OF OCCUPANCY SCALE s Provide smoke detectors as per state and local codes. i I i 1 ^V pat ny 1 Air Leakage: Wood Stud Wall Masonry Wall ( ] I Joints,penetrations,^nd all other such openings in the building envelope that arc sources of air SOLDER USED IN WATER APPROVED AS NOTED PLUMBING: I I leakage must be seal!. Supply pipes in walls(for toilets)at 3"from plywood. _ - 0�tE - O 4 �, [ ] I Recessed lights mu':I1e 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly SUPPLY SYSTEM CANNOT DATE: Gn,I,. � � 7/,�`� 1 J-09-04 Plumbing is to conform to the county and local health department requirements and New York State Code. FEDERAL EMERGENCY MANAGEMENT AGENCY I " B P # with a 0.5 chattanc firm combustible materials.If non-iC rated,the fixture must be installed with a EXCEED 2/10 OF 1%LEAD. FEE: ,..- re . All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. I 3"clearance from i elation. NOTIFY BUILClNG DEPARTMENT AT 765-1 802 8 AM TO 4 PM FOR THE 1 Vapor Retarder: ( J I Required on the want-in-winter side of all non-vented framed ceilings,walls,and floors. ALL CONSTRUCTION SHALL FO�LO'"ING INSPECTIONS: I I MEET T HE REQUIREMENTS OF THE 1. FOL)NLATION - TWO REQUIRED 1 Materials Identiflotion: FOR F )!--RED CONCRETE [ ] I Materials and equipment must be installed in accordance with the manufac:turees installation instructions. CODES OF NEW YORK STATE. 2 R JiJ&- - FRAMING & PLUMBING [ ] I Materials and equipnent must be identified so that compliance can be determined_ 3. INSUL r"1u' Manufacturer manuls for all installed heating and cooling equipment and service water heating " L ] 1 4. FlW'_ - C.,;,�,TRUCTION MUST I equipment must be provided. BE l'" SHEET ` [ J Insulation R-valueund glaring U-factors must be clearly marked on the building plans or specifications. r' ET,- roll C.O. I ALL CC.N�;T n'.'.;TiJN SHALL MEET THE GENERAL ` CERTIFICATION OF REQUIF EMEN.-I,> OF THE CODES OF NEW l 1 Duct Insulation: YORK STATE. tiOT RESPONSIBLE FOR 0 TE J ( J I Supply ducts inunrmditioned attics or outside the building must be insulated toll-8. NAILING & CONNECTIONS N [ ] 1 Return ducts in unainditioned attics or outside the bmilding must be insulated to R . �i1�^� �'�'iREQUIF; DESIGN OR CONSTRUCTION ERRORS.( ] I Supply ducts in unexnditioned space,must be insulated to R-8. & [ ] I Return ducts in unonditioned spaces(except hasements)must be insulated to R-2. Insulation is not required on return ducts in basements. © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. ENERGY ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CALCULATION UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET N0c ""- 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 BUYS-R. Acceptance of these drawings does not authorize the righit 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,etudes,and requirements with such 1 agencies prior to construction. j - ------ I ENGINEER' RC SECTION R3Q3 SECTION R310 SECTION R312 LANDINGS Tread depth at any walking line, measured a consistent distance from a side of the stairway, �N A. Sq�9Y ��- LIGHT,VENTILATION AND HEATING EMERGENCY ESCAPE AND RESCUE OPENINGS shall be uniform as specified in Section � � F• R303.1 I labitable rooms.All habitable rooms shall be provided with aggegiute glazing area of not less than 8 percent R312.1 General. Landings for stairways shall comply with this section. r,�l the floor area o such rooms.Natural ventilation shall be throe windows,doors, louvers or other approved R310.1 Emergency escape and rescue openings required. Basements with habitable space and every R314.7Illumination. All staff �^ � w °f f �' stairs shall be provided with Illumination in accordance with Section 2 openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily sleeping room shall have at least one openable emergency escape and rescue opening. 01Fo No. controllable by the building occupants.The minimum operable area to the outdoors shall be 4 percent of the floor area Where emergency escape and rescue openings are provided they shall have a sill height of R312.I.I Landings for stairways. There shall be a floor or landing at the top and bottom of each R303.4. zs�'► being ventilated. not more than 44 inches (1118 mm) above the floor. Where a door opening having a airway. - ARo,=Essio,tA� Exceptions: threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception: At the top of an interior flight of stairs,provided a door does not swing over R314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair 1.The glazed areas need not be openable where the opening is not required by Section R31 0 and an approved opening and is provided with a bulkhead enclosure, comply system is provided capable o acing 0.35 air change per how in the room or a the bulkhead enclosure shall coml the stairs. surface and any soffits protected on the enclosed side with 1/2-inch (12.7 min) gypsum board. mechanical ventilation p of producing Section 310.3. The net clear opening dimensions required by this section shall be R312.1.2 Landin sat doors. There shall be a floor or landing on each side of each exterior door. R314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part ofthe • whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per g g minute cfm)(7.08.Us)per occupant computed on the basis o two occu nts or the first bedroom and one occupant obtained by the normal operation of the emergency escape and rescue opening from the Exception: Where a stairway of two or fewer risers is located on the exterior side of a required g egress and providing access from the outside grade level to the basement ( � f � f � inside. Emergency escape and rescue openings with a finished sill height below the adjacent r aired building for each additional bedroom. 8 PJ door, other than the required exit door, a landing is not required for the shall be exempt from the requirements of Sections R312, R314 and R315 when the maximum 2.The glazed,areas need not be provided in rooms where Exception I above is satisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section R310.2. eq $ eq eq provided capable u)'produc-ing an average illumination of 6 footcandles(6.461ux)over the area ofthe room at a height exterior side ofthe door. The floor or landing at a door shall not be more height from the basement finished floor level to grade adjacent to the stairway is covered by 0 30 inches 762 min above the floor level. R310.1.1 Minimum opening area.All emergency escape and rescue openings shall have a minimum net clear .1 ( ) than 1-1/2 inches(38 mm)lower than the top of the threshold. a bulkhead enclosure with hinged doors. R303.2 Adjoining;rooms. For the purpose of determining light and ventilation requirements,any room shall opening of 5.7 square feet(0.530 m2). Exception: Provided that the exterior doorway is not for the exit door required by Section R31 1, the step between the landing at an exterior doorway and the be considered as a portion of an adjoining room when at least one-half of the area of the common wall is open and Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet top ofthe threshold shall have a rise not greater than permitted in Section SECTION R315 HANDRAILS unobstructed and provides an opening of not less than one-tenth of the floor area of the interior room but not less than (0.465 m2). R314.2. The door,other than an exterior storm or screen door shall not swing over the landing. 25 square feet(2.32 m2). g g' 11315.1 Handrails.Handrails shall be provided on at least one side of each stairway with two or more R303.3 Bathrooms. Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches R312.2 Size. The width of each landing shall not be less than the stairway or door served. Every risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches glazing area in windows of not less than 3 square feet(0.279 m2),one-half of which must be openable. landing shall have a minimum dimension 086 inches(914 mm) measured in the direction (864rom)and not more than 38 inches (965mm). All required handrails shal I be continuous {610 min). of travel. the full length of the stairs from a point directly above the top riser of a flight to a point Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation systetr, directly above the lowest riser of the flight. Ends shall be returned or shall terminate in newel are provided. The minimum ventilation ventilation rates shall be 50 din(23.6 L/s) for intermittent ventilation or 20 cfm 10.1.3 Minimum opening width. The minimum net clear opening width shall be 2U inches SECTION R313 RAMPS posts or satety terminals. I landrails adjacent to a wall shall have a space of not less (9.4 Us) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the {508 rom). than 14/2 in lies (38 mm) between the wall and the handrail. outside. R310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from R313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units R316.2 Handrail grip size. All required handrails shall be of one of the following types or provide O horizontal (12.5-percent slope). b YID P R303.4 Stairway illumination.All interior and exterior stairways shall be provided with a means to illuminate the stairs, the inside of the room without the use of k or tools. equivalent graspability. �,.1.,� F��-I including the landings and treads.interior stairways shall be provided with an artificial tight source located in the � R313.2 Handrails required. Handrails shall be provided on at least one side of all ramps immediate vicinity of each landing of the stairway.For interior stairs the artificial light sources shall be capable of exceeding a slope ofone unit vertical in 12 units horizontal (8.33-percent slope). Handrail Type I. Handrails with a circular cross section shall have an outside diameter of at least illuminating treads and landings to levels not less than 10 footcandles(1081x)measured at the center of treads and 1-1/4 inches 32 min and not rester than 2 inches(51 mm). If the handrai I is not circular E� O R310.2 Window wells. Window wells required for emergency escape and rescue shall have ( ) g landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top height, measured above the finish surface of the ramp slope, shaI I be not less than 34 T/1 landing of the stairway.Exterior stairways providing access to a basement from the outside grade level shall be horizontal dimensions that allow the door or window of emergency escape and rescue it shall biwe a perimeter dimension of at least 4 inches(102 mm) and not greater than V 1 provided with an artificial light source located in the immediate vicinity ofthe bottom landing of the stairway. opening to be fully opened. The horizontal dimensions of the window well shall provide a inches(864 mum) and not more than 38 inches (965 mm). Handrails on ramps shall comply 6-1/4 inches(160 mm) with a maximum cross section dimension Oft-1/4 inches(57 min). ^ minimum net clear area of 9 square feet (0.84 m2) with a minimum horizontal projection and with Section R315.2. Exception: An artificial light source is not required at the top and bottom landing, provided an artificial width of 36 inches 914 min . Type 11. Handrails with a perimeter greater than 6-114 inches(160 mm) shall provide a { ) R313.3 Landing required. A minimum 3-foot-by-3 (914 mm by 914 mm) landing shall be a light source is located directly over each stairway section, provided: graspable finger recess area on both sides ofthe profile. The finger recess shall begin Exception: The ladder or steps required by Section R310.2.1 shall be permitted to encroach a O 1. At the top and bottom of ramps. within a distance 314 inch 19 min R303.4.] Light activation. The control for activation ofthe required interior stairway lighting shall be ( ) measured vertically from the tallest portion ofthe accessible at the to and bottom of each stairway without traversing an steps. The illumination of exterior maximum of 6 inches (152 mm) into the required dimensions of the window well. 2. Where doors open onto ramps. P Y g Y Ps profile and achieve a depth of at least 5/16 inch (8 mm)within 7/8 inch below the widest stairways shall be controlled from inside the dwelling unit. 3. Where ramps change direction. portion ofthe profile. This required depth shall continue for at least 3/8 inch (10 mm)to Exception: Lights that are continuously illuminated or automatically controlled. R310.2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (1118 min) SECTION R314 STAIRWAYS a level '�at is not less than 1-3/4 inches 45 min)below the tallest � O shall be equipped with a permanently affixed ladder or steps usable with the window in ( portion of profile. the fully open position. Ladders or steps required by this section shall not be required R314.1 Width. Stairways shall not be less than 36 inches(914 mm) in clear width at all points The minimum width of the handrail above the recess shall be 1-114 inches(32 rom) to a or court Required glazed openings. Required glazed openings shall open directly onto a street or public alley,or a yard to comply with Sections R314 and R315. Ladders or rungs shall have an inside width of above the permitted handrail height and below the required headroom height. Handrails maximum of 2-3/4 inches (70 mm). Edges shall have a minimum radius of 0.01 inch or ct located on the same lot as the building at least 12 inches (305 mill), shall project at least 3 inches (76 min) from the wall and shall shall not project more than 4.5 inches(1 l4 mm) on either side ofthe stairway and the R303.5.1 Roofed porches.Required gland openings may fare into a roofed porch where the porch abuts a street,yard be spaced not more than 18 inches(457 mill) on center vertically for the full height of the minimum clear width ofthe stairway at and below the handrail height, including treads (0.25 min). or court and the longer side of the porch is at least 65 percent open and unobstructed and the ceiling height is not less window well. and landings, shall not be less than 31.5 inches (787 mm)where a handrail is installed on one side and 27 inches 698 min where handrails are provided on both sides. SECTION R316 GUARDS than 7 feet(2134 min). ( ) R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception: The width of spiral stairways shall be in accordance with Section R314.5. R316.1 Guards resquired. Porches, balconies or raised floor surfaces located more than 30 inches R303.6 Required heating. When the winter design temperature in Table R301.2(1)is below 60"F(16"e), The bulkhead enclosure with the door panels in the fully open position shall provide the every dwelling unit shall be provided with heating facilities capable of maintaining a minimum roam minimum net clear opening required by Section R310.1.1. Bulkhead enclosures shall also R314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches (209 mm) and the (762 rom)abnvc the floor or grade below shall have guards not less than 36 inches(914 min) temperature of 68"F(200e)at a point 3 feet(914 mm)above the floor and 2 feet(610 mm)from exterior comply with Section R314.9. minimum tread depth shall be 9 inches 229 in height. f�,3 sides of stairs with a total rise of more than 30 inches (762 rom) above the P Y p min . The riser height shall be measured walls in all habitable rooms at the design temperature, floor oi• gT.:..:, oelow shall have guards not less thati 34 inches (864 mm) in height measured R310.4 Bars, grills, covers and screens. Bars, grills, covers, screens or similar devices are permitted verticals; the nosing of the treads. SECTION R304 MINIMUM ROOM AREAS to be placed over emergency escape and rescue openings, bulkhead enclosures, or window vertically between leading edges of the adjacent treads. The tread depth shall be R316.2 (3tv..d opening limitations. Required guards on open sides of stairways, raised R304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall havf- not less wells that serve such openings,provided the minimum net clear opening size complies with measured horizontally between the vertical planes of the foremost projection of 9,A): areas, balconies and porches shall have intermediate rails or ornamental than 120 square feet(11.2 m2)of gross floor ari closures that do not allow passage of a sphere 4 inches (102 mm) or more in Sections R310.1.1 to R310.1.3, and such devices shall be releasable or removable from the adjacent treads and at a right angle to the tread's leading edge. The walking surface R304.2 Other rooms. Other habitable rooms shall have a floor area of not less than 70 square feet(6.5 m2). inside without the use of a key, tool or force greater than that which is required for normal of treads and landings of a stairway shall be sloped no steeper than one unit vertical diameter. a Exception: The triangular openings formed by the riser, tread and bottom rail of a guard at the '� m in 48 units horizontal (2-percent slope). The greatest riser height within any flight of C r operation of the escape and rescue opening. open side of a stairway are permitted to be of such a size that a sphere 6 inches r W C Exception:Every kitchen shall have not less than 50 square feet(4.64 m2)of gross floor area. stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread R304.3 Minimum dimensions.Habitable rooms shall not be less than 7 feet(204 mm)in any horizontal depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch (152 mm) cannot pass through. H o iP s - o dimension. SECTION R311 EXITS (9.5 mm). U o D R314.2.1 Profile. The radius of curvature at the leading edge ofthe tread shall be no greater E m Exception: Kitchens. R311.1 Exit door required. Not less than one exit door conforming to this chapter shall be provided P from each dwelling unit. The required exit door shall provide for direct access from the than 9/16 inch (14.3 min). A nosing not less than 3/4 inch (19.1 min) but not more F w t R304.4 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet habitable portions of the dwelling to the exterior without requiring travel through a garage. than 11/4 inches(32 mm)shall be provided on stairways with solid risers. The m (1524 mm) or a furred r greatest nosing projection shall not exceed the smallest nosing projection by more Q W R311.2 Type of lock or latch. All egress doors shall be readily openable from the side from which between two stories, including the nosing at the level of w W Q U o ceiling measuring!less than 7 feet 6 inches 2286 than 3/8 inch min min) from the finished floor to the finished ceiling shall egress is to be made without the use of a key or special knowledge or effort. ( ) not be considered its contributing to the minimum required habitable area for that room, except as Top vided y R311.3 Type and size. The required exit door shall be a sidehinged door not less than 3 feet floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 min). Risers for in Section R30:5.1. Exception 3. shall be vertical or sloped from the underside ofthe leading edge ofthe tread above PRaEcr �861-2004 (914 min) in width and 6 feet, 8 inches (2032 min)in height. Other exterior hinged or sliding at an angle not more than 30 degrees from the vertical. Open risers are permitted, DRAM" BY SECTION R305 CEILING HEIGHT doors shall not be required to comply with these minimum dimensions. CMA �l P Y provided that the opening between treads does not permit the passage of a 4-inch R305.1 Minimum!height. Habitable rooms shall have a ceiling height of not less than 7 feet 6 inches CHECKED (2286mm).and hallways, corridors, bathrooms,toilet rooms, and laundry rooms shall have a ceiling height diameter(102 mm) sphere. of not less than 7 fret (2134 min). R31 l.4 Hallways. The minimum width of a hallway shall be not less than 3 feet(914 min). Extc.ptions: SSE. 1/4"= 1'-0" The required height shall be measured from the finish floor to the lowest projection from the ceiling. R311.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be positively 1. A nosing is not required where the tread depth is a minimum of i I inches(279 mm). DAM 10-06-04 anchored to the primary structure to resist both vertical and lateral forces. Such attachment 2• The opening between adjacent treads is not limited on stairs with a total rise 30 10-09-0 4 Exceptions: shall not be accomplished by use of toenails or nails subject to withdrawal. inches(762 mm) or less. 1. Beams and girders spaced not less than 4 feet(12I9 min)on center may project not more than 6 inches R314.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be less than (152 mm) below the required ceiling height. 6 feet, 8 inches (2032 mm)measured vertically from "the sloped plane adjoining the 2. Space in basements. other than habitable space,may have a ceiling that projects to within 6 feet, 8 inches tread nosing or from the floor surface of the landing or platform. (2032 mm)of the !finished floor;and beams, girders, R314.4 Winders. Winders are permitted, provided that the width of the tread at a point not ducts in such spam_or other obstructions may project to within 6 feet,4 inches(1931 mm)of the finished floor. 3. Habitable space in basements may have a ceilingrthat projects to within 7 feet (2134 min)ofthe more than 12 inches(305 min) from the side where the treads are narrower is not Less SHEET riTlE finished floor:and beams girders ducts or other obstructions may project to within than 10 inches(254 mm)and the minimum width of any tread is not less than 6 inches 6 feet. 8 inches (2032 mm)of the finished floor. (152 mm). The continuous handrail required by Section R315.1 shall be located on the 4. Not more than 510 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than the required height with no portion of the required floor area less than side where the tread is narrower. 5 feet (1524 min)in height � NOTES R314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. of egress from a habitable room. a basement or an attic. provided the minimum tread width ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED shall be 26 inches(660 min)with each tread having a 7-II2-inch (190 nun) minimum tread UNDER FEDERAL COPYRIGHT LAW. depth at 12 inches(305mm) from the narrow edge. All treads shall be identical,and the rise PLANS MAY INOT BE REPRODUCED WITHOUT shall be no more than 9-1/2 inches(241 mm). A minimum headroom of6 feet, 6 inches WRITTEN AUTHORIZATION. SHEET NO: (1982 min) shall be provided. A spiral stair is not permitted to be the only means of rcss ALL PLANS AND DESIGNS ARE THE 'SOLE PROPERTY OF from a stOry of a building, EAST END DESIGN ASSOCIATES, LLC., THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE R314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. OF 1 1 12 inches (305 mm) from the side where the treads are narrower of not less than 11 inches Acceptance of these drawings does not authorize the right to build without.the authorization 2 of local governing agencies,such as Suffolk County Dept. of I Icalth services,Town Building (279 mm)and the m inimum depth of any tread shall not be less than 6 inches(152 mm). Departments,DEC,IFEMA,etc. verify all conditions,codes,and requirements with such agencies prior to construction. TABLE 2111.1 R+cIN 101 NEW Yc� CHIMNEYS AND FIREPLACES FIGURE R1003.1 SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) CO �tk A. Sq� 'I- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,* Q�� � Q9� GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ITEM LETTER REQUIREMENTS SECTION t t� SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY HEARTH AND HEARTH EXTENSION THICKNESS 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS y, w 2 FT MIN A FOR HEARTH EXTENSION 2111.9 C' 45 Ibs/sqft 120 (mph) B SEVERE 3'-0' MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B (D BOND BEAM - E HEARTH EXTENSION EACH SIDE OF OPENING 8 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES No' 23�1 MORTAR CAP - E=tMASONRYCAP ( ) B FORDESIGN CRITERIABRICK BLOCK 2111.1 O FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. AROFESStO��P� R PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS HEARTH EXTENSION (FRONT OF OPENING) 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR _ FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 2111.10 • � C (in pounds per square foot) O EFFECTIVE CLEARANCE a P FLUE AREA j 10 FT.MIN. - �J FIREBOX DIMENSIONS _ 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD - o FOR RUMFORD FIREPLACE. 2111.6 K BOND BEAM i FLASHING 8 fN, g �� �� __Q HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSED LOADS. 2111 9 USE: OCCUPANCY EXTERIOR BALCONIES 60 10 US ANCHORAGE WIDTH OF FIREPLACE OPENING THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED RESIDENTIAL R-3 DECKS (f) 40 10 2111.5 PLAN VIEW i DISTANCE FROM TOP OF OPENING TO THROAT 8 INCHES MINIMUM TYPEE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 FLUE LINING S F 2111.71 }� MORTAR CAP TYPE GROUP 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; ATTICS WITHOUT STORAGE (b,e) 10 10 SMOKE CHAMBER WALL THICKNESS WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR OK BOND BEAM DIMENSION G PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL 2111.8.1 V B ATTICS WITH STORAGE (b,e) 20 10 O BOND BEAM a REINFORCINGTIES FOR CORBELED MASONRY. ANCHORAGE 2 FTOMIN. HORIZONTAL HEIGHT AND FIRE AREA - FOUR NO. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD ROOMS OTHER THAN SLEEPING ROOMS 40 10 C FT.MINLEARANCE ® CHIMNEY VERTICAL REINFORCING N TWO NO. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, % OR FOR EACH ADDITIONAL FLUE. 2111.3.1 HEIGHT FIRE AREA SLEEPING ROOMSO HORIZONTAL DETAIL FOR REINFORCING TIES FULL MASONRY REINFORCING 2113.3.1 30 1 D WALL \ O VERTICAL FLASHING HEIGHT. BUILDIN CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 THE VERTICAL DISTANCE STAIRS 40 (c) 10 ANCHOR STRAP VERTICAL STEEL. 2113.3.2 FROM GRADE PLANE TO UNLIMITED AREA M WALL THICKNESS VENEER TIE THE AVERAGE HEIGHT O PARGE WITH CLEARANCE DETAIL WITH FIREPLACE LINTEL NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SIDE OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ON MORTAR R W000 +12IN MIN.GROUT L OF OPENING. 2111.7 0 AS PER TABLE 503 MATERIAL S BETWEEN 4 N CONCRETE � � MASONRY AND CLAY FLUE SURFACE = 12'_9- 81N MIN. _ - ANCHORAGE211 IN LINING CHIMNEY WALLS WITH FLUE LINING M 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EQUIVA- 2113.11.1 AS PER SECTION 502 OF ROOF BOLTS EACH STRAP - LENT. 1 2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. THE BUILDING CODE OF 3D 1O ©CNAOMBER �/ FtUE LINER NEW YORK STATE. EFFECTIVE FLUE AREA (BASED ON AREA OF P SEE SECTION 2113.16 2113.16 +/2IN MIN FIREPLACE OPENING AND CHIMNEY) a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- THERMAL 1 ` CLEARANCE OR 61N.MIN. POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. DISTANCE CLEARANCES O LUMBER SPECIES AND GRADE OvERncAL 21 IN.MIN. PURGE`\811 FROM CHIMNEY REINFORCING WITH U HORIZONTAL 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. T \ w b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. MORTAR OREINFORCINGTIES FROM FIREPLACE R 2113.19 v COMBUSTIBLE TRIM OR MATERIALS 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 2111 11 B IN MIN. 6 INCHES FROM OPENING. 2111 14 ALL HOUSE FRAMING MATERIAL Aft DOUGLAS FIR - LARCH #2 AND BETTER O MEASURE HEIGHT 12 IN MIN. ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION, 2 FEET ABOVE PART OF STRUCTURE FIREBOX WALL OF FREE STANDING 41N.MIN. 2113.9 c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY O THICKNESS LINTEL© FIREPLACE FROM 4 1N.THICK MASONRY UNITS WITHIN 10 FEET. DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING I TOP OF FOOTING ,� ALL EXT. DECK FRAMING MATERIAL ACQ NC PINE #2 AND BETTER OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER HEARTH 2OIN. EHEARTH XTENSION FIREPLACE V l STRESSES. I OPENING I VERTICAL REINFORCING ANCHORAGE STRAP MIN.FIREBRICK H A I © HEIGHT L ( 20 IN.LAP IF SPLICED TO NUMBER REQUIRED LINTEL w i FOOTING DOWELS 3/16 INCH BY 1 INCH HEARTH SLAB I EMBEDMENT INTO CHIMNEY S TWO ^ , d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN EXTENSION -- FASTEN TO THICKNESS EXTENSION G FIREBOX WALL 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION.ACCORDANCE WITH SECTION R802.10.1. g THICKNESS NUMBER OF BOLTS 4 JOISTS 2111.4 D - I FOOTING WIDTH 2113.4.1 e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS HEARTH SLAB T 81N AROUND TWO 1/2-INCH DIAMETER I ; ASH DUMP OPTIONAL REINFORCEMENT 18 IN MIN T FREE STANDING CLEAN OUT GRADE \\\�///\\\�, -. FIREPLACE FOOTING TABLE R402.2 `� \�`\ �// \ \'�\'///\\\` °' ' : :� � THICKNESS 12-INCH MINIMUM i FOOTING WIDT! T FOOTING DEPTH T MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE QT FOOTING WIDTH +� r-- 'O NATURAL WIDTH T 6 INCHES EACH SIDE OF FIREPLACE WALL. 2111 2 OBARSIN GRADE c FOOTING CONCRETE HEARTH 2OIN.MIN. AREAS OF STRUCTURE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE CRAWL SPACE 400 sq ft TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) BASEMENT NA BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY- FIRST FLOOR 400 sq ft SEVERE (b) SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER For SI: I inch=25.4 mm,1 foot=304.R mm. BONUS ROOM NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BALCONY NA FIGURE R1003.1 LOFT NA ATTIC HOUSE)I'a NA BASEMENT SLABS AND INTER: SLAB ON FIREPLACE AND CHIMNEY DETAILS NOTE: INSTALL SMOKE DETECTORS ATTIC (HOUSE)'b) NA GRADE, EXCEPT GARAGE FLO�.;.; SLABS 2,500 (c) AND CARBON M O I^"OXIDE DETECTOR GARAGE NA - AN ALL FLOOR AS PER NY. STATE ATTIC (GARAGE)(a) NA RESIDENTIAL CODE OF NEW YORK STATE 261 BASEMENT WALLS, FOUNDAIM1. WALLS, EXTERIOR WALLS AND A111C (GARAGE)(b) NA OTHER VERTICAL CONGPET°_ EXPOSED TO THE WEATHER 3,000 (d) CODE. SCREENED PORCHES NA SUNROOM NA DECKS 438 sq ft PORCHES, CARPORTS AND STE., Z EXPOSED TO COVERED PORCHES NA THE WEATHER, AND GPIRAGE FLOOR SLABS 3,500 (d) COVERED ENTRANCE NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE POOL HOUSE CABANA NA FOR Sk 1 POUND PER SQUARE INCH + 6.895 kpa OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME ACCESSORY STRUCTURE NA ( ) U RAMP 344 s ft (a) AT 28 DAYS PSI q (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS' 2001 SBC HIGH WIND EDITION. a� (a) WITHOUT STORAGE CONSTRUCTION CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING � � 0! ;^ , CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) �► i! (b) WITH STORAGE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) t3 SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. R602.8 Fireblocking required. Fireblocking shall be provided to cut off a op enings concealed draft o enin S '' _ E U .y (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (both vertical and horizontal) and to form an effective fire barrier between stories, and o $ between a top story and the roof space. Fireblocking shall be provided in wood-frame ;� E 3 construction in the following locations. { C NOTE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE Z 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and 9 U,� a REQUIRED AMOUNT CALCULATED FOR EACH CASE. p P` � g p , floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals noto � ZW � x NOTE: exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as m PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, fireblocking walls constructed using; parallel rows of studs or staggered studs. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 2. At all interconnections between concealed vertical and horizontal spaces such as occur at FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. soffits, drop ceilings and cove ceilings. PROJECT NO- FAMILY 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed DRAYM BY: NOTE: spaces under stags shall comply with Section R314.8. CMA EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free CHECKED BY: ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. passage of flame and products of combustion. SCALE: 5. For the fireblocking of chimneys and fireplaces, see Section RI001.16. 1/4"= 1 o-0" 6. Fireblocking of cornices of a two-f rnily dwelling is required at the line of dwelling unit 10-DATE:- 10-06-04 15-04 SHEATHING NOTES: separation. 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 SBC HIGH WIND EDITION. R602.8.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of 2-inch (51 mm) nominal lump-x, or two thicknesses of 1-inch (25.4 mm) nominal lumber (1) SHEATHING TO BE NAILED TO CCA SILL with broken lap joints, or one Ih ickness of 23/32-inch (19.8 mm) wood structural panels with joints backed by 23/32-inch 0 9.8 mm) wood structural panels or one thickness of (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 3/4-inch (19.1 mm) particlebo�I•d with joints backed by 3/4-inch (19.1 mm) particleboard, SHEET TRLE: (4) SHEATHING TO BE NAILED TO TOP PLATE 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 1/2-inch (12.7 mm) gypsum board, or 1/4-inch (6.4 mm) cement-based millboard° Batts or NOTES blankets of mineral wool or glass fiber installed in such a manner as to be securely LOCATION OF N❑ SUBSTITUTIONS retained in place shall be permitted as an acceptable fire block. Loose-fill insulation HOLDDOWNS material shall not be used as a ire block unless specifically tested in the form and manner FOR R WINDLOADS All framing hardware shown on these plans, intended for use to demonstrate its ability to remain in place and to retard the spread of © & FIREPLACE unless otherwise indicated, is Simpson Strong-Tie, fire and hot gases. COPYRIGHT 2004 EAST END DESIGN ASSOCIATES LLc. No substitutions are approved or authorized, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CODES UNDER FEDERAL COPYRIGHT LAW. R602.8.1.1 Unfaced fiberglass. Unfaced fiberglass Batt insulation used as fireblockin shall fill the PLANS MAY NOT BE REPRODUCED WITHOUT• g e WRITTEN AUTHORIZATION. SHEET NO: Due to the relationships of f rarling hardware to entire cross section of the wall cavity to a minimum height of 16 inches (406 min) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF the other components of the structure, any framing measured vertically. When piping, conduit or similar obstructions are encountered, EAST END DESIGN ASSOCIATES, LLC. hardware substitutions will render these plans the insulation shall be packed tightly around the obstruction. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE null and void, and wit( result in the installer/contractor PLANS IS LICENSED EXCLUSIVELY T0, THE BUYER. � OF Acceptance of these drawings does not authorize the right to build without the authorization assuming responsibility for the design and R602.8.1.2 Fireblocking integrity. The integrity of a 11 fireblocks shall al 1 be maintained. of local governing agencies,such as Suffolk performance of the entire system, g g b County Dept. of Ilealth Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE ANINIMUM OF ; NGiNEERS . �/� �R�, of N r fw Yo TWO 8d NAILS THIS I'ITS 2 0 L. T S 2 0 �' p S4 Q� SIDE OF TRUSS. e�N '��� FASTENERSALLOWABLE LOADS �� LOAD ' LATERAL WITH MODEL GA UPLIFT UPLIFT 133 160 8dx1�` -CODE 8d NAILAL S /• <7 L Cs LL,c�.��r�,✓-�t,,� 2 N0. TO AVG ( / ) NAIIS REF. INTO RAFTERS/ TO TO PLATES STUDS ULT. (133) (160) F Fz (133& STU TRUSS SIMPSON PROVIDE (1) HGA10KT ON �n NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE—UP WASHER SIDE OF CEILING JOIST �Q A'o• 237�0 >v H7 16 4-8d 2-8d a-8d 2991 930 985 400 5. 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES i AND ON SIDE OF RAFTER jOROF- ESSlO��P H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) • ' TWO • � ART�x12 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL / MODEL GA ULT. LFTA LFTA REF. INTO PLATES °o / o• 2" 21' 3` 31" A • NO. DT PAN L OTY DIA 1}' 2` 2�" 3" 31" 1�" e EIGHT IN "AIL SP4 16-10d — 4200 1205 1400 5, 44. 85 INTO LFTA 16 2�• 17` 38�" STUD ' o• OUG-FIR LARCH / SO. PINE FASTIENERe ALLOWABLE UPLIFT LOADS' • 0 MODEL L AVG 10d 10d x if CODE REF. LFTA e NO. ULT. LSTA21 10d 10d x 1�` (133 / 160) (133) (160) e o � I MTS16 16 14-10d 14-10d x 1!` 3116 1000 840 1000 3, 41, 128 e e • • o • • • MTS20 20 14-10d 14-10d x 1 j` 3116 1000 840 1000 3, 41, 128 ART x12 e e .� Simpson Strong-Tle HGA10 )LST20 20 12-10d 12-10d x 11` 2383 775 720 720 3, 41 CNW- DETAIL "Ell '• V COUPLER NUT DOUG-FIR-LARCH Equal number of •' TYPE OF DIRECTION SO. PINE CODEspecified TYPE O- DI LOAD ALLOWABLE LOADS REF. nails I n ' O • MODEL d FLOOR ROOF (133/ each en tt tt N0. TION ,00 125 ,so l'� ;a Simpson Strong-Tie DETAIL K G 515 645 670 C S 16 LTP4 5 J 515 645 670 6, 39. 97 t t11 H 515 645 670 DETAIL H O FASTENERS ALLOWABLE TENSION LOADSJ'�'9(DF/SP) (133) HOLDOWN i� MATERIAL DIMENSIONS HOLDOWN DEFLECTION ART 02 TUD AVG LENGTH OF BOLT 2.3 DEFLECTION AT HIGHEST ROE e•°° y S TU �"- MODEL ACHIN ULT. IN VERTICAL WOOD MEMBER AT ALLOWABLE W ^ NO. BASE BODY' H84 SB W H B SO CL ANCHOR OLTS DESIGN LOAD DESIGN o0 �SIMPSON ' ll GA GA TY DIA 1�" 2' 2�" 3` 3}` 5�` LOAD WHEN RAISED OFF F'� .. TAKE-UP WASHER THE SILL PLATE I a HD2A 16 12 4 2 2j" 8` 2 r 1 it 2 r 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 • 0 MODEL DIMENSIONS FASTENERS ALL WABLE UPLIFT LOADSART$"X� AVG OF SP CODE ; NO. w L STUD PLATE ULT. (133) (160) REF. SP4 34- 7}` -10d x I r 917 735 885 7, 40. 127 • MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REF. o N0. GA W I_ NAILS FLOOR00 (133) (160) 00 LSTA21 20 1 21 16-10d 905 1 1205 1 1295 7, 40, 90 Moon. DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W I I. NAILS FLOOR (133) (160) REF. Simpson Strong-Tie 00) MSTA24 18 1 24 1 18-10d1025 1 1370 1640 7, 40. 90 MODELTOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L END TOTAL t s SPACING REF. H A (LENGTH L GA CUT LENGTH ( ) (100) (133 / 160) oc(LENGTH OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong—Tle CS,s 150' 14" 16 CLEAR SPAN +31' 28-8d 1235 1650 2j" 7, �, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE OTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. - UN THIS PLAN WITHOUT WRITTEN AUTHORIZATION M OD GA HEADERS Jols15 AVG UPLIFT FLOOR 100 SNow 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL 'IF" NO. W H B 10d 16d ULT. 133)(160) 10d 16d 10d 116d 10d 116d REF. LL LIABILITIES ON THE CONTRACTOR. WS46 18 3 4j 2 4-16d 4-16d 6076 1140 1160 1000 1150 12W 7, 40, 127 - DETAIL -STU U 8"— HUS210-2 14 3j' 9{l` 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 ART x12 _ SIMPSON FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F. 160 HGAIOKT 14 4-SDSrxlr 4-SDSrx3" 1523 435 435 1165 940 V NW A SP4 COUPLER NUT �' ;= USE 41► W a OFtAILS ZSUE TRUSS. MTS16 MTS16 COUPLER NUT STU 8"- , ,, E-+ TOTAL FUR . • ° • A MIN" IF H D Z A SP4 q ° SIMIPSON :r. 0 e 8d NAILS TWO 8d NAILS IMS a STU o INTO TRUS SIDE OF TRUSS e° e SIMPSON LSTA21 SIMPS❑N TAKE-UP WASHER U D a TAKE-UP WASHER j i {;, O ° "0 TOTAL FDUR . i'. . • ° Strong-Tie �, £ m , 3 4 LSTA21 ZZ 1,+ u fi V IINTO�TLRUS H U S 210-2 s Z . f Cn w o . �j TWO o FI 9 IL WWQ '! PLATES eo TWO 0 ® ANCHOR BOLTS EIGHT ° / PROJECT NO: �'�° ° DETAIL "A" INrO " STUD Simpson Strong-Tle PLATES 0 1-2004 DRAWN J3Y: H7D tt tt tt tr tt tt CMA DETAIL D DETAIL G DETAIL INTO J STUD Simpson Strong-Tle a° a CHECKED HY: H7 Simpson Strong-Tie LFTA °°e ° ROD SYSTEM SCALE 1�4„- 1,-0„ LFTA LFTA Go BP SHEATHING NOTES: NO SUBSTITUTIONS DAW_ 10-06-04 °°•°° ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHE[.ULE OF THE AMERICAN FOREST & PAPER ASSOCIATION 10-09-04 ° (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, unless otherwise indicated, is Simpson Strong-Tie. (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized, (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 the other components of the structure, any framing (4) SHEATHING TO BE NAILED TO TOP PLATE •• hardware substitutions will render these plans LTP4 NOTE: null and void, and will result in the installer/contractor ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE assuming responsibility for the design and I • REQUIRED AMOUNT CALCULATED FOR EACH CASE. g p y g LTP4 performance of the entire system. sHEEf T11LE •• LTP4 NOTE: SIMPSON PRO•° Vt t1 ANDVIDE THE SOLID AM RICANCFO EST &ALL PAPEFLOOR R ASSJOISTS OCIATION (AF RAFTERS & PA) WOOD FRAMREDECO STR CTION BUILDING MANCODE UALO(WFCM) FOR ONE NEW A D TWO DETAIL "L" WI N D LOAD °•°ea DETAIL C Simpson Strong-Tie FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CHARTS &• CALC. & Floor-to-Floor Connections NOTE: © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. STRONG—TIE I • e EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. UNDER FEDERAL COPYRIGHT LAW. DETAILS 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 LTP4 DETAIL n " PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 4 OF 1 1 Acceptance of these drawings does not authorize the right to build without the authorization LTP4 of local governing agencies,such as Suffolk County Depit.of Ilealth Services,Town Building Simpson Strong-Tie Departments,DEC,FL'MA,etc. Verify all conditions,cedes,and requirements with such Floor-to-Floor Connections agencies prior to construction. -- -- � ENCIN�A� .NEB Yo N A. Sq Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B Tabl@ 3.10 Roof Sheathing Attachment Requirements for Wind Loads - Table 3.2A 5/8" Anchor Bolts - Sill Plate to Foundation Connections Resisting ��� ''�9 Table 3. hulling; Schedule � Exposure B 1. _ Shear Loads from Wind - Exposure B �''` �� . o 5. (Prescriptive Altemative to Table 3.6) Number of Number of Joint Description Common Nails Box Nails Nail spacing _-_ - (Prescriptive Altemative t0 Table 3.2) c, �x � �``Z% ',c,� :1 Dead Load Assumpdons: Roof Assembly DL= 10 psf ><' ar +'w r+h• 4" .ur, r�r,N,,wwr,•r:'.di~`•.ftur:;1:+;`Jr"'""S-+1F�{.e r'*' s;�r.'4".,s=.ta,,..;,.:ry,J.a •,CFe:n::c=.{rr5.l Three Second Gust 85 �2 � m;• e'« 90 IUU 110 120 130 140'anP •a:•.rt .6;!� Three Second Gust Wind Wind Speed(mph) I s(i ed(m 5 90 100 110 120 130 140 150 ��� No• 23710 4•Iw'tL'i ah;d''§ :. 1 .?,rf'-'art ,1�r+•, r'.`. a {J�}� * y,�+q-`' 'i: ,.#>PS'• N•', .,�Y ::>,,, ..�..+,S.t7«:a d,i�K•+�%.�ni�'>q` L.*��„�„4.,, ''" S h 8 r IO :•:: K'�ti.i'.s,,'�ti.,i�i4*°{�.1,,,`i,->'rrM4-' 1,..,t•,.' t#n.'f'',,,wr.# .f'••,,>F,,{:r"i,64':m';,' i..v,..:`l'.Jnl1LM1I�t�11T7.�r,1•,h.+Y^ ^`" .«w.a.::.' "' Y - �,i'_._° "" f-'•h. _- Three Second dust Wind Speed(mph) g5 90 100 110 120 130 140 130 Foundation Building Dimension 5/8"Anchor Bolts ROFESSIONP� Rafter to Top Plate (Toe-nailcd)� (see Table 3.4A) (ace Table 3.4A) Per rafter Roof Span STRUCTURAL SHEATHING i 2a.�ss Supporting Perpendicular to • Ceiling Joist to Top Plate (Too-nailed) (see Table 3.4A) (see Table 3.4A) per joist Roof Pitch (ft) Number of 8d Common Nails or IOd Box Nails in each end of 1-1/4"Strap' F. F E F E F E F E F E F E F E f' Number of Bolts Required in Shearwall i_inet't j Sh.adiutg Lcxauuni 12a1)crrl'russ Spacing Shearwall Line(ft.) Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 12 1 1 2 2 2 3 3 4 (inches,o c.) Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o c), 12 1 1 2 2 2 2 3 3 Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Collar Tie to Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tie 16 1 2 2 2 3 4 4 5 16 2 2 2 2 3 3 3 4 Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 20 2 2 2 3 4 4 5 6 Rim Board to Rafter(End-nailed) 2-16d 3-16d each end 12 b 12 6 12 6 12 6 12 6 12 6 12 6 1 2 6 12 20 2 2 2 3 3 4 4 5 3:12 24 2 2 3 3 4 S 6 7 Zone It' 6 12 6 12 6 12 6 12 6 12 6 12 li 12 6 1: 24 2 2 3 3 4 4 Interior n 12 6 12 6 12 6 12 6 ,: 28 2 2 3 4 S 6 7 8 19._ 6 12 6 12 6 12 6 1- 2 8 5 ���,_vx rye �' ,.'t{y } 'S'i54"'Gt !r, s �..-^ •.+Y�V _ a.4 H•.,;{,'. f4.-: ,. `. '• V ...:,.n,:44+,, r o... ^�-f'1.'.;r,r,:'f.u:: s"S'...".t•' '- • S...p Top Plate to Top Plate (Face-nailed) 2-16d' 2-16d' per foot 32 2 3 3 4 5 7 8 9 24 6 12 6 12 6 12 6 12 6 )2 6 12 6 ►2' 12' 2 3 3 4 4 S S 6 T Plates at Intersections (Face-nailed) 4-I6d 5-16d joints-each aide 36 2 3 4 5 6 7 9 - 6 1 Story 32 3 3 3 4 5 5 6 7 TOP 12 6 l2 6 12 fi 12 6 12' 6 12' 6 12 6 6 6 e 36 3 3 4 4 S 6 7 8 Stud to Stud (Face-trailed) 2-16d 2-16d 24"o.c. 16 6 12 6 12 6 12' 6 12' 6 6 6 6 63 63 63 6s Header to Header(Face-nailed) l6d 16d 16"o.c.aloe edges 12 1 1 1 2 2 2 3 3 Pen';ietei l d6c Zone 19.2 2, 1 > > , s 4 3 3 4 5 6 7 7 9 g g 16 1 1 2 2 2 3 3 4 6 I- 6 12 6 12 6 6 6 6 6 6 6 0 4 4 50 4 4 5 6 7 $ 9 ll : ' ' , ' ' ' s 60 4 5 6 7 8 10 11 13 2a 6 12 6 12 fi fi 6 6 6 6 6 6 4 4 4 a' see Table 3-SA see Table 3.SA stud 20 1 2 2 2 3 4 4 S = s , s , , 4 70 5 6 7 8 9 11 13 15 Top or Bottom Plate to Stud (End-nailed) ( ) ( ) � liable EndNall It;itic or Rake Truss w�Lookout block 6 6 6 6 6 6 6 6 4 4 4 4 - - 4:12 24 2 2 2 3 3 4 5 6 Gable Endwall Rakc or Rake Truss w/o Rake Overhan' h 6 6 6 6 6 6 J6 b 6 6' 61 6, b, 6� 6i 80 6 6 8 9 11 13 14 17 Bottom Plate to Floor joist,Bandjoist.Endjoist of 2-16d'� 2-16d'� Per foot 28 2 2 3 3 4 5 6 7 �'_ 20 3 3 3 4 S 5 6 7 Blocking (Face-nailed) 32 2 2 3 4 4 5 6 7 r•'�•: _+ a' adt. <:`"d" R:�.r't<,','' .'`h6tx:.a.::. ;r� f `o-"-s''a"�°',: .i BOARD SHEATHING 24 3 3 4 s S 6 7 8 'C,e<.#+,y o�.ac;�.a .L�� +�s`;.r;� ;f"w+y., ''.' 7 i;.. :'.i.�<..R> s.'" '� , t 'T .C3�1��ffiNfr' .. "'ty; �,. s' 36 2 2 3 4 5 6 7 8 Sl< Joist to Sill,Top Plate or Girder (Toe-nailed) 4-8d 410d per Joist 12 1 l 1 1 2 2 2 3 _ attune 5izr Rafter/Truss Spacing Minimum Number of 8d Common Nails Bridging to Joist (Ice-nailed) 2-8d 2-10d each end (inches,o.c.) per Support 32 4 4 5 6 7 8 9 11 16 1 1 1 2 2 2 3 3 ° 36 Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 20 1 1 2 2 2 3 3 4 l xe ur l xN Sheathing 12.19.2 2 2 2 2 2 2 2 2 2 Stories 4 5 6 7 8 9 10 12 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 1 xl0 ci 1 ai�cr Slicathin 12-19 2 3 3 3 3 3 3 3 3 450 0 5 5 6 7 9 10 12 13 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 5:12 24 1 2 2 2 3 3 4 5 Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 28 1 2 2 3 3 4 5 S 6 6 8 9 11 12 14 16 60 7 7 9 11 13 15 17 19 E - Nail spacing at panel edges(in) � 70 8 8 10 12 15 17 20 23 Leg 3-16d 4-16d per joist 32 2 2 2 3 4 4 5 6 F Nail spacing at intermediate supports in the panel field(in.) 80 9 10 12 14 17 19 23 26 Band Joist to leis((End-nailed) Band Joist to Sill or Top Plate(roe-nailed) 2-16d' 3-16d per foot - 36 2 2 3 3 4 5 6 7 a,;4 t,.wr�., ,,a•t *'a; r ,;.per,�,s s a,P. ( 28 4 5 6 7 8 10 11 13 O - k; ,- h,':: 12 1 1 1 1 2 2 2 2 For rool'sheatlun within 4 feet o•t x:a• •• •�..:-'•,s,, r'"• -.•;�tE .p,.;' ;,'� ,•, ,.;,',. i�tt, )(r.� ��t'.1:?• �a; ,;,� :k a.p,.;.. .' § �•, , .> - ?, g e the perimeter edge of the roof,including 4 feet on each side of the roof peak,chc 4 toot crtmeter edge zone attachment requirements 2 P g3 5 5 7 8 9 11 13 14 � ' �; r; : `" �-- •``r,_ �, �°'"'"""`""�'°''"` A. �•:y , •_ " 16 1 1 1 2 2 2 3 3 shall be used, 36 5 6 ? 9 10 12 14 16 Structural Panels Sd lOd (see Table 3.10) 7ahulated 12 inch o.c.nails spacing assumes sheathingattached to rafter/truss framing members with G>0.49. For framin members with 0.42< G<0 49,the nail 40 6 7 8 10 12 13 16 18 20 1 l 2 2 2 3 3 4 P g. , g g 3 Stories v,a Mite d all h reduced to 6 inches o.c. 50 7 8 10 12 14 17 19 22 Diagonal Board Sheathing i�ulated 6 inch o c.nail spacing assumes shcutlang attached to raftevtniss framing members with G>0.49. For naming members with 0.42<G<049,the nail b0 9 10 12 l4 l7 20 23 26 ^^ 1"x6"or I"x8" 2-8d 2-i Od per support 6:12 24 1 1 2 2 3 3 4 4 T » per- -1 Od 8d 3 p support 3 2 3 4 4 ! x10"a wider 28 1 2 2 5 s' acm rS;hall be reduced 4'n•ies :.,,.;,q• ,,y;+e:,,':w.; , P L' t0 l �1 Ol'. r�-1 :r,�', r ,.n.d•r R ;' + .r, : .• ,..r 4t 32 2 2 2 3 3 4 5 S 70 10 11 14 17 20 23 27 31 �� W .9,a , ,:+,rcrg;y:., ,�>E,• . �'&,.�.i.t+4;,1�'„1~�.'f !,a•-,;.. (st; ...,„ ;,'� r.�;( ..* ', „r',:��• :y*:,,�?. • .., Tiihulaudaincho.c.nails spacing assu:ncsshcathin attached to memberewithG>U49. For tT � °-- .; .r. - ` g [h 0.4 < < 1 a.;��r,'��i�st ,'r,3...es:*...,..� .,,,a.::^ ',,,;;,,,,, �,.. '..) ., ,:,is,� p g 8 r amine members with 2 G l 9,the nail spacings shall be reduced to 3 inches o.c. 80 12 13 16 19 23 26 31 35 36 2 2 2 3 4 2 S 6 P' * Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. Gypsum Wallboard Sd coolers Sd coolers 7"edge/10"field YP Tabulated nailspacings assume ,4..•. F1.. �r5' +,�<+�'. ;a 4•r:4'r.n:,rY''�: :.;,:,'-a:.r'4 :!': .:.,i..•�.(r^,'' 12 1 l 1 1 1 2 2 2 a building located in Exposure B. -- - , .•rt!: ",i t.'.. 'i?C7',.,,,r r,i.. ..3 v',::}�{ `fi,t;;;,:,r.•2 ra'T� '.M.- vc;. ,4.. •i'.,.,k w�..• :c 1+",�. �h;. , ,°&,, j :'����/+�►�rVr-Nw .-�- -s:�': .,N'yJ:�,,, .:rs..•+:t 'S''*=u'y. .s' ���:� '+'1 7 SS1�l�.Jl,'A.h.AR#t•,`. .•r.,i.:..wu.. •'X, �.A�: � 16 1 1 1 2 2 2 2 3 11 1�a11 Sheathing and Cladding Attaehrnent Requirements for Wind Prescriptive limits are based on assumptions in Table 3.2. ^ a els �""-" -'--mow�'"'"=-ram--` �• "-' Table 3' 2 Ancltor bolts shall be uniformly distributed along the length of the shearwall line,and in no case shall the anchor boltStru -' Sd ll3d (ace Table 3.11) Fiberboard Panels 20 1 1 2 2 2 3 3 3 Loads - Exposure B spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. r1 Fiberboard Panels 7:12-12:12 24 1 1 2 2 2 3 3 4 3 Sill plates are assumed to be treated Southern Pine. ^ i 7/16" 6d' 3"edge 6" to Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting « � « 28 ' 1 2 2 2 3 3 4 4 25/32 8d - 3 edge/6 field 32 2 2 2 3 3 4 4 S Gypsum Wallboard Sdcoolers Sdcoolets 7"edge/10"field 36 2 2 2 3 3 4 5 5 Three Second Gust 85 90 1001:110 120 130 140 ISO Latoral and Shear Loads from Wind - Exposure B gd 8d (see Table 3.11) 1 Tabulated connection Wind S ed m h \ / Hardboard requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building kn Particleboard Panels 8d 8d (see manufacturer) comers - (Prescriptive Alternative to Table 3.2) � � 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 - -- -- ^- " --- --- -- - - Diagonal Board Sheathing 3 Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead load(0.6 x 10 psf). 1"x6"or 1"x8" 2-8d 2-10d per support Three Second Gust Wind l"x10"or wider 3-8d 3-10d per support • Tabulated connection requirements are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the Stud Spacing + Speed(mph) 85 90 100 1 l0 I`�0 130 140 150 .,,,, >r17 M.,•Y' rrt"." `.`t'.'+,.' •P,7';t;"{r.'1,:"�'M; .E«(' ',',t/fYy'L �!•'Y•',•":+..y,+','.,;,,�,.':"-;� "rNBi tabulated values by the appropriate multiplier below: Sheathing Location' (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or lOd Box Nails(inches,o.c.) r„y` '�%''?'i, h $`�- .+.= ri',..",*M, �1',,,'."; Bottom Plate to Foundation Anchor Bolt ", 'iirv''',',�o Axr � �k.T.F',,,VV1Sr�p'Cli�l7i AALl�t�';�'�y:-.:". °,r;,:�`...'�•,'.;;:.r,';,:�i'jMa,,�r4• ;re..�, x.'. s'. 1�:e� k� ., y«r' :�, L. =a:r c ( s', era° c�' %•' `„ ConnectionFoundation Maximum Anchor Bolt Structural Panels .: ,•;.- l spacing(in.) IAO 1133 1.60 2?00 4 00 6.00 Connection Resist.n Supporting I;2" or Bolt pacing(in.) Ridge 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1" a less 8d 10d 6 edge/12 field lntenor Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 11 6 12 Bolts 3 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 2 2 2 1-3 stories 30 greater than I" 10d 16d 6"edge/6"field 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Lateral and Shear Loads Table 3.1,the ridge strap and additional nailing is not required. 5/8"Anchor Bolts Diagonal Board Sheathing a 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 l2 1"x6"or 1"x8" 2-8d 24 0d per support 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 2 1-3 stones 45 1"x10"or wider 3-8d 3-10d 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 tie need 4-Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 i Prescriptive limrt�ire based on assumptions in Table 3.2. 24 6 12 6 12 6 12 6 12 6 12 6 122 6 12' 6 12' When anchor boltsxre used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tabulated not exceed the tabulated number of lOd box nails in a steel strap. 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. ' Nailing requirements are based r wall sheathing trailed b inches on-center structural at the panel edge.If wall sheathing t nailed 3 inches on-center at the BOARD SHEATHING or I AP SIDING ' Tabulated anchor halt spacings for lateral and shear loads assume walls are sheathed in accordance with Section 3.4.4.2. For other wall sheathing panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. Sheatung Size Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d Box Nails types the tabulatrt'anchor bolt spacings shall be divided by the appropriate sheathing type adjustment factor in Table 3.17D,but in no case shall ' Corrosion resistant I 1 gage roofing nails and 16 gage staples are permitted._check IBC for additional requirements. AMERICAN WOOD COUNCIL (inches,o.c.) Per Support anchor bolt spacinms exceed 6 feet on center. 4 For three second¢.at wind speeds lx6 or! 8 Sheathing 12-24 2 2 2 2 2 2 2 2 p eds greater than i 10 mph,with a tabulated lateral value from Table 3.5 greater than 262 plf,lateral connections shall Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Ix10 or t� er Sheathing12-24 3 3 3 3 3 3 3 3 be determined usi!the loads from Table 3.5. AMERICAN FOREST&PAPER ASSOCIATION Table MA Rafter and/or CellI ng Joist to Top Plate Lateral and Shear Connectle�.+aa (Prescriptive Alternative to Tabie 3.9) _ _- E Tail spacing at panel edges(in.) RequirlD Oats - Exposure � F 1 ail spacing at intermediate supports in the panel field(in.) "'i Dead Load Assumptions:Roof Assembly DL= 10 psf (Prescriptive Altemative to Table 3.4) 1 For v,all sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. Roof Live Load Ground Snow Load 2 Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with G�0.49. For framing members with 0.42 5 G<0.49,the nail spacings Table 3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) 20 psf 30 psf 50 psf 70 psf shall be reduced to 6 inches o.c. - Three Second Gust Wind Speed(mph) 85 90 I 100 ;l!0 120 130 140 1S0 Resisting Uplift Loads from Wind - Exposure B tJ Roof Span(ft.) 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. a i* I- 12 24 36 12 24 36 12 24 36 12 24 36 ' Tebu!atrd nail spacings assume a building located in Exposure B. (Prescriptive Alternative t0 Table 3.2) a o, ^ C O Number of 8d Common Nails or 10d Box Nails(Toenailed) - _ _ Rafter/Ceiling Joist Wall " _ _______ _ ___ ____ Table 3.2A 1/2 Anchor Bolts - Sill Plate to Foundation Connections Resisting - ,� . 1 2,3,4 Rafter S acin 4 Spacing(in.) Height(ft.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection' Rafter Slope P g Required Number of 16d Common or 40d Box Nails per Heel Joint Connectioni,z,3.4 s,b r h 3� (in.) Shear Loads from Wind - 6:Xap®stir@ Three Second Gust Wind i 8 2 2 2 2 3 3 3 3 Speed(mph) 85 90 100 110 1210 1 30 140 150 • 4° � u 12 12 4 7 10 4 8 12 6 I 1 17 8 IS 22 (Prescriptive Altemative to Table 3.2) Bottom Plate to Foundation Anchor Bolt v a ]0 2 2 2 2 3 3 3 3 16 S 9 13 5 10 15 8 15 22 10 20 29 Foundation Supporting Maximum Anchor Bolt Spacing(in.)t 2 U o ; �° `a 4 4 4 3:12 ----- Connection Resisting 8 8 2 2 3 3 3 19.2 6 11 16 b 12 18 9 18 27 12 24 35 16 Three Second Gust Wind S ced(m h 85 90 100 110 120 130 140 l50 8'End Zones t; 0 3 10 2 2 3 3 3 4 4 4 i . 1-3 stories 72 70 49 39 33 28 25 23 " ( u 24 7 13 19 8 15 23 1l 22 33 15 29 44 Foundation Building Dimension 1/2 Anchor Bolts Uplift Loads d 8 3 3 4 4 S 5 S 5 10 3 3 4 4 5 S 5 6 12 3 S 8 3 6 9 5 9 13 6 11 17 s 24 Supporting Perpendicular t0 interior 7.onc s Number of Bolts Required in Shearwall Line g a 16 4 7 10 4 8 12 6 11 17 8 15 22 Shearwall Line(ft.) 1-3 stories 72 72 57 45 3ffi 33 30 27 o 4:12 t 19.2 4 8 12 5 9 14 7 14 20 9 18 27 12 2 2 2 2 3 3 3 4 When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolts spacing shall not exceed the lesser of the tabulated Pt'cscriptive limits aro based on aaaumpti4xrs in Tabk 3.4. Prescriptive limits are based tin assumptions in Table 3.2. 3 Tabulated connixtion requirements assume a building located In F_xpostttt B. - 16 2 2 3 3 3 4 4 5 P P g F-4 E "' 24 5 10 IS 6 12 17 9 17 25 11 22 33 3 When ceiling joists arc installed parallel to rafters,the stem of the toenails in the rafter and ceiling joist shall equal or exceed the 20 2 3 3 4 4 5 5 b 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. u m tabulated number of nails required 12 3 4 6 3 5 7 4 7 10 5 9 14 - - - ------ w 4 To avoid splittu3g,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate 16 3 6 8 3 6 9 5 9 14 6 12 1 R 24 3 3 4 4 5 6 6 7 5:12 28 3 3 4 5 6 6 7 8 ALTERNATE RIDGE STRAPPING w w Q o 2 or 3 toenails in each aide when fastened to a 2x6 to late. 19.2 4 7 10 4 8 11 6 11 16 7 14 21 DETAIL TO BE USED IN ALL 1 Story 32 3 4 5 5 6 7 8 IO CATHEDRAL LOCATIONS. , 24 4 8 12 5 9 14 7 14 20 9 18 27 36 4 4 5 6 7 8 9 11 SIMPSON MSTA24 STRAP 71E PM]ECT No: SHEATHING NOTES: 12 3 3 s 3 4 s 3 s $ a ? 10 40 4 s b 7 $ 9 to 12 TO BE INSTALLED 16' oc 861-2004 16 3 4 6 3 5 7 4 7 10 5 9 13 50 5 6 7 8 10 11 13 15 (ON EVERY RAFTER) ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE 7:12 60 6 7 8 10 11 13 15 17 ��� °f�W" �` NAILING SCHEDULE OF THE AMERICAN FOREST Se PAPER 19.2 3 s 7 3 6 8 a $ 12 5 Io 15 70 7 8 9 11 13 15 18 20 CM A ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 24 3 6 4 4 7 4 5 4 6 7 13 19 80 8 9 11 13 15 18 20 23 PROVIDE 2x6 COLLAR TIE c►,Ectcm BY: 12 3 3 4 3 3 4 3 4 6 3 5 8 20 3 4 4 5 6 7 8 9 UNDER RIDGE - 16" oc. (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 16 3 3 5 3 4 5 3 5 $ 4 7 10 24 4 4 5 6 7 9 10 11 FACE NAIL USING 4 tOD NAILS TO EACH END OF COLLAR TIE SCALE „ 9:12 28 5 5 6 7 8 10 11 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 CCA SILL 24 3 s 7 3 5 $ 4 $ 11 5 10 15 32 5 6 7 9 10 11 13 is 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 2Stories 36 6 6 8 9 ll 13 14 17 �>� 10-09-04 ( ) 12 3 3 3 3 3 3 3 3 5 3 4 6 40 6 7 8 10 12 14 l6 IS o e e e 10-09-04 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND AT11C TOP PLATES 16 3 3 4 3 3 4 3 4 6 3 5 R 50 8 9 10 12 1S 17 20 23 12:12 e o o e (4) SHEATHING TO BE: NAILED TO TOP PLATE 19.2 3 3 4 3 3 5 3 5 7 3 6 9 60 9 10 12 15 IS 21 24 27 70 11 l2 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 1 Nailing requirements shall be permitted to be reduced 25%if nails are clinched. 28 6 7 8 10 11 13 15 18 2 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 loads. 36 8 8 10 12 14 17 20 22 3 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint connection 40 8 9 11 14 16 19 22 25 NOTE: requirements shall be permitted to be reduced proportionally to the reduction in span. 3 Stories 50 10 11 14 17 20 23 27 31 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO' q P P P Y p HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED a Equivalent connections are required for ceiling joist to ceiling joist lap splices. 60 12 14 17 20 24 28 32 37 SHM TMF_ AMOUNT CALCULATED FOR EACH CASE. ' Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. 70 14 16 19 23 28 32 38 43 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 • Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. limit NAILING joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint connection requirements shalt , DETAIL Prescriptive limits are based on assumptions in Table 3.2. SCHEDULE NOTE: be increased by the following factors: 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line,and in no case shall the anchor bolt PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS Ceiling Height/Roof Ridge Heel Joint Connection spacing exceed 6 feet on center. For ocher anchor bolt limitations see Section 3.2.1.7. REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) �- - height(NAM") Adjustment Factors 3 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ���. Sill plates are assumed to be treated Southern Pine. NOTES // 1/2 2 © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. " - �`\ 113 1.5 T T --�� 114 1.33 ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 1/s 1.2s THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) UNDER FEDERAL COPYRIGHT LAW. NOTE: WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH PLANS MAY NOT BE REPRODUCED WITHOUT SHM No: EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY � 1/fi 12 WIND EDITION. ( ) WRITTEN AUTHORIZATION. 1/10 1.11 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. Note: Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter tics are located ahove one-third EAST END DESIGN ASSOCIATES, LLC;. of the ridge height,H.or when Ito 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. 5 OF 1 1 AMERICAN FOREST Rr PAPFR ASSn(:IATInN Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept,of I lealth Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ' ENc1N�P� NE YD w. E r N A. Sq TABLE R404.1.1(1) P. -57c, 7k PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS ti� - y PLAIN CONCRETE MINIMUM NOMINAL PLAIN MASONRY*MINIMUM NOMINAL,WALL t7 ,yrLt� WALL THICKNESS(Inch**) THICKNESS(incnes) to kr TableRequirementsLeduc®d dull height Sind Requirements for Leaders or Window Sill MAXIMUM Soil classest'MAXIMUM WALL UNBALANCED I GM,GC, Sc,MH,ML-CL - - Y FQA No• `2377 �r b /1 SC,MH,ML-CL Plates in Exterior 'Vat l l s Resisting.Wind 'loads - Exposure B & C HEIGHT BACKFILL HEIGHTr GW,GP, SM.SM-SC and Inorganic GW,GP,SW and GM,GC,SM. and Inorganic. ROFESStoNP� (tNt} (feet) SW and SP and ML CL SP SM-SC and ML CL 4 6 6 6 6'julidd or 8 6 solic' ar b 6 solids or R Distance from Top Plate Down to Header(a)or Distance from Bottom Plate Up to Wineow S111 Plate(b)to --- 5 6 16 n 6 solid°or S F 1 U Wall Height(x/ 4 6 6 6 6 Solidd or 8 6 solids or 6 solid'•ar 8 tr),where x is the larger of a or b 6 5 6 G 6 ti solid,'or t3 F I U 0.0 0.1 0,2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Wall sled Header a i ALL TABLES ARE FROM THE AMERICAN FOREST & 6 R 10 '' ALL TABLES ARE FROM THE AMERICAN FOREST & Spacing(in.) Span(ft-) 1�umber of Full Height Stud Required at Each End of the Header 4 6 6 6 6 soli;:''or 3 � 5 - 5 f 6 8r 6 solidd at R I Lt 1 0 PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 6 6 8 R 10 1? solide PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL 2 1 1 l 1 1 , , , , , , __ 4 1 1 2 2 2 2 2 2 2 1 1 FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 7 6 '° 12 n�1ili,l' 2 solid" FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION - - 4 G 6 6 6 solidd or 8 6 so.tdJ or 8 8 6 L 2 2 3 3 3 3 3 � 2 2 I (PRESCRIPTIVE DESIGN) 12 R L 2 3 4 4 4 4 4 3 2 1 (PRESCRIPTIVE DESIGN) 5 6 6 6 bulidd or R t0 12 � 6 h>s I 8 10 JO 12 12 solidd 10 10 :2 bul.dJ Fi anote e ti ei 12 x 1 2 4 5 5 5 5 5 4 2 1 7 l e 10 12 0 10 solid' 12 sE)A`I Fu,nrnyc i 12 l 3 4 6 6 6 6 6 4 ? 1 - 1 14 1 3 5 6 7 7 7 6 S 3 l f 6 G 6 su:ttld or R 6 solid,'of 8 8 5 G R 8 8 l0 ,2 16 1 1 3 6 7 8 8 8 7 6 3 l y 6 e `' 10 10 12 I_sDIIJJ 2 7 8 I0 10 12 12 solid,' Fcxxnoi,: 1 1 1 1 1 l 1 1 1 1 l 8 10 10 12 12 su ncx::dJ Fnote t F�oniut, 4 1 1 1 2 2 2_ 2 2 1 1 1 9 I0 I_ Footnote i' I Do[r.cte e FtHfIGUt� f wtnutr a 6 1 1 2 2 3 3 3 2 2 1 1 fn SI I inch 25 4 n n,1 ftxa:-?f1:.h ten.I pouuJ p r*Soars Inch=6 i 9S Pa. 8 1 2 2 3 3 3 3 3 2 2 l .Mona-s I he Type bt or S and inw!;onry shal t 1--inning h.d inning bond.UngroLlec hallow rriasonry units ue p�tnt.licd cxce?•whrrr ot.ie.,v i>,iudiwted r�, 16 a na 10 1 2 3 4 4 4 4 4 3 2 1 I b.Soii :t.,s.s an;in accordance with the Ui.irwd Soil Elarst7cannn Syste,T,.Refer to Table R,155.'. W 12 I Unbrlancrd bu kfi.l height is the eifte a ict r.hrighl uft)iccxtr.iuc and Interior finish grounJ Ievrls.Where en interior concrete slab is J1U•.iL.:J,.tic unh.,lancrd 1 2 3 4 $ $ 5 4 3 2 1 c fil''re. tit;hull Ix inea.aured tram the exlet iut 6116h I,tround Ieye.:o the top ofthe interior curtcrcu slat 14 1 2 4 K- 5 6 6 6 5 4 2 1 d.So id �rniit ri hollow units ur,olid masonry onus 16 I 3 4 6 6 6 6 6 4 3 1 r 11'ull cunswaion shal'•,r in accurdutce wish labla It 1:4.1 It')or a design*.Ball be pmv-ded. Tabu® 3.23� 1'leac9er Spans far Exterior Loadbearing VYi8111� Resisting blind Loads - 1 1 1 L 1 1 1 1 1 I 1 i A driii,r.is ieyutrrd. EXp05uIi'e 13 4 1 1 1 1 1 1 1 1 1 1 1 g Thickness niay ne 6 inches,pru'VAW ulin.n Lrr specitled zotnpi ess.ve sir.-oath of ccncrcte.j,.is•ixic psi. ' 6 1 1 1 '-2-- 2 2 2, 2 t 1 1 24 $ 1• 1 2 2 2 2 2 2 2 I 1 TABLE R404.1.1 2 1� Three Second Gust Wind Speed 10 1 1 2 3 3 3 3 3 2 1 1 (tn }il 8S 90 100 110 120 130 140 ISO - _ __ l2 3 3 3 3 2 2 , Table 3.245 'deader Spans for Interior Loadbearing malls REINFORCED CONCRETE AND MASONRY"FOUNDATION WALLS MINIMUM VERTICAL REINFORCEMENT SIZE AND 9PACINGu°FOR MaximumHeader/GirderSpanaforGnmmoni.umberSpccies (Supporting Two Center Bearing i'r' 14 1 2 3 3 4 4 4 ' 3 2 1 ; uppog _ F.....� O 84NCH NOMINAL WALL THICKNESS W 16 1 1 1 2 3 4 4 4 4 4 3 2 1 _ MAXIMUM WALL MAXIMUM UNBALANCED Soil classes,' The capacity Of the connection of the to or bottom 1 HEIGHT BACKFILL HEIGHT" GM,GC,SM,SM-SC and ML SC,MH,ML-CL and inorganic Size ft--in. ft.-in. ft-ln (fL-in.) (ft-ln (fL-in. (ft.-in.) (ft:in. t F t5' p plate to cash fall height stud shall be equal to the unit lateral load w) .bell un.Table 3.5 (feet) gaols (}�t1 GW,GP,9W and SP soils soil* CL.oils{ } ( ) ( ) ) ) r � � { 6 Dead Load Ar,sutirptions: Root7C:ciling Assembly DL=10 psf t tunes half of the header span(L 2)divided by the required number of full height studs(NFi-T)selected from 3.23ll. C at 4R°u.o• k4 at 4R"o.c. a 1 at d 8"o C. W 2.-2x4 7-1 6-9 6-0 5-5 5-0 4-7 4-3 4-0 Top or Bottom Plate W Each Full Height Stud Connection-wx(L/2)/'NFH Building Width(11.) G Y,4 ut 48"o c 44 it140"o.c. #5 it 4h"o.c. � Q 2-2x6 8-3 7-9 7-0 6-4 5-10 5-5 5-0 4-8 - - 2-2x8 9.3 8-9 7-11 7-2 6-7 6-1 S-8 5-3 a 24 3t 4 2-2x14 10-3 9-8 3-9 7-11 7-3 6-8 6-1 5-14 Maximum HeatlerrGinier Spans for #4 at 4R`'o c t,4 a1 4R"e.c. a4 at 4y" O.C. ? 5 +r4 at 45''n c d4 at 48"o.o. ;t4 al 41;"O.C. C nmmon Lumber Species 1.3.4 6 44 at 4b" D.c. 6S at 48"u.e. #5 al 41)•O.C. O 2-2x12 I0-9 10-2 9-2 8-4 7-R 7- 1 6-7 G- 1 _ #4ar 1!t" " J _ Handers Supporting Size (ft:irt.) (ft-in.) (ft.-in.) _. o.C. #5 a:40"ac• dG m 4S u.o. 7►' Q`I' ?-2x8 l l-4 10-9 9.8 8-9 8-1 7-5 6-11 6.5 �`� �-Doub le Top Plate one Floor Only 2-2x4 2-10 2-l 1-8 5 #4 aI 43"o.c. #4 at 48"o c. d4 at 40'u.c. ( J 1- G #4 at 4R"o.c• :IS at 4R"o C. \�/ ,^ r 1 ` `�1`�` {Center Bearing) 7-2x6 4-2 3-1 2'6 8 45 at IW o.c, v 1 (L•,�1• _ _ 7 115 at 48"u.t, a6 ai 49"o.c. IF6 at 40'o.c, 11 3.2xl0 12-7 11-10 10-R 9-$ R-11 - - f+6 al wQ"U.C. Nn at 11''0 C LJ�/ 2-2x8 5-4 3-11 3-3 8 k5 at 40"u.e, 3.2x12 13-2 12-6 I1-3 10-2 9-4 8-8 8-0 7-6 �` >r4at48"n.c• #Sa148" oc = -9 3-11 2x8 13-1 12-5 11-2 14-2 9.4 8-? 8-0 7.5 I _" 2-2x10 6-6 4 b #4at48"o.c. 4-2x10 14-6 13-8 12-4 11 -2 10­1 9-6 8-10 9-3 22x12 7-6 5-6 4-7 #4at48"o.c. #5at48'u.c. 4-2x12 15-3 14-5 13-0 11 -9 10-10 10-0 9-3 8-8 1 ,}_ 8 45 at 48"o.c. #6 at 48'O.C. #6 at 32"o.c. 3-2xy 6-R 4 10 4-0 �^ Header #5 at 40"o c. hb at 3 2"o.c. rb at 24"O.C. V1 2 r 5,6 Maximum HctadcrKi�irdcr Spans for Glued La• ms inated Bea ''• 3-2x10 8-t 6-0 4- 11 9 tr 46 at 40"o c. titi at 24"o.c. r+b.t 16'c.c. 9-5 6- 11 5-9 Fo.SL I nci-25•i nun,I foot-3fat.N mm. Full Height � 3-2xt2 � - Stud 4-2x8 7-8 5-8 4-8 a Mn•far shall be Type bt orN and mason shall be lad i-i ninniag bond. Size (R.-in.) (ft.-in.) (R.-in.) {R.-in.j (R-in) (ft.•in.) {ft.-ui.) (ft.-in.} Jack Stud masonry 4-2x l0 9-4 6-10 5-8 b.`,tcnat've ren1lumieg barcves and sp a•iags having ar egvivalent cuss-sccuunal area of reinforcement per lineal'hot of wu!I shtil l n pernitiM ptuvided the 3x5.500 0 15-5 13-11 12-8 I1-7 10-8 9-!l 9-3 Window�� v�� 4-2x12 10-1U R-0 6 7 P' iogoftl.ereir-furecm ,i.dnes noteacc.d•.2irches Sill Plate Veni:al rein{orecrnen:shall tx Gt ade 60 miclm'u n The distinct ft unt the lace of the soi:side of the wall to the center of vcrtirt,l rci ntnrr rrirnt sl.ull ba u.Icast 3ic6.B75 c o 15-6 14-2 13-U 12-U ll-1 lU-4 � .� h �` 3xR.25p o c a 15-6 14-2 13-1 12-2 11•-4 Maximum Hcada/(iirticr Spans for Glued 5 inches, Laminated BcwnsVA d.Sod clasers ate it:accordato:with the hnified Suit C.axslticalion System Refer to'lahle R,105 1. '`-�=�`�_ 3x9.625 e n D n 1S-4 14-2 13-2 12-3 ft-in (ft.-in.)in) r.Ur,balanced''nack_ill heighus the dift'errnce Lt tirikht-of the exterinraed.etc:wr fimsh ground levels.%kiterc an interior concrete slob,s prov,der.,tie unbalanced 3x11.000 c n ❑ p ❑ i5-1 14-0 ]3-] I Size (ll-ru.) { ) ( aack-ill heiuht s.iaa be mcasurcd F,nrn the exte:iui Leash tmnnd level w.lie.uo of the irte"ior concrett slob. 3x12.375 ❑ a ❑ n ❑ ° 14-11 13-11 3x5.500 5-4 3-3 2-6 3xl3.750 ° ° ° ° o ❑ 15-8 14-8 i b 3x6.975 6;8 4-1 3-2 3x15.125 c o ❑ 13a ❑ Cl15-4 3x8.250 8-0 4- 11 3-10 3x9.625 9-4 5-9 4.5 TABLE R404.1.1(3) REINFORCED CONCRETE AND MASONRY*FOUNDATION WALLS 3xll6.5UW n ° rt u u ° ° Bottom PI ate �� 3x 1 1.000 10-8 6-7 5- 1 VERTICAL REINFORCEMENT SIZE AND SPACINGb tl FOR 12-INCH NOMINAL WALL THICKNESS 3xl7.875 ❑ o c 17 ❑ c o ❑ ��`1= ! 3x 19.250 ❑ a G Q ❑ ❑ ❑ `` 3x12.37S 12-0 7-5 5-9 MAXIMUM WALL W 41MUM UNBrc!j NCEoG Soil classed 1 3x20.625 ❑ ❑ C 13 ° 13 ° ?x 13.750 13 4 8-3 6-4 HEIGHT BACKFILL HEIGHT* W,GP,SW and SP SC MH,ML-CL and inorganic CL Intl (fsatt Solis GM,GC,SM,SMSC and ML soils soils g 3x 15.125 14-8 9-1 7-0 _ 4 - ti•1 at?2''o.c rkl at 72'c.c, w4 at 72"a c 3x22.000 n n r. a ❑ a ❑ ° 3x 16.500 16-U 9-10 7-7 7 5 44 it 72"o.c. #4 at'12'o.c. 04 at 72'o.c. 3x23.±75 ❑ ❑ p � t: ti � � Table �.2�A� Deader Spans for inter'or Loa�i�®areng Fails , 3xl7,875 n 10-8 8-3 6 #4 at?2"u c. 94 at 64"o,c. rat at 48'O.L. 3x24.75U ❑ >a u u c n ❑ 7 #4 at 72"o c. H4 at 48'o c < sxss000 ° ° o o r: n n ,s_5 (Supporting One Center Bearing Floor) _ ,�,at.6"o.c. 3x 12254 � 11-6 R- I I 5a6.875 n n ❑ a ❑ n ❑ ❑ -- 3x20.625 0 12-4 9-6 5 #•1 at 72"u.c. lr nt 72"o c 44 of 72'o.c. #4 at 56" o.c. r" V 3x22.000 ra 13-2 10-2 8 7 5❑i �2"o.c. P g 5x8.250 a ❑ a n e o a ❑ Dead Load Assumptions: Roof/Ceiling Assembly nT,-10 psf ii4 at t;4"o.:• NS at 64'o.c. 14 at 32"u.c 5x9,625 Cl o o n c 13 c as 3x23.3.5 -14-0 10-9 8 #4 at 4R'o.c. #4 at 12"o.c. 45 at 40' o.c 0 7 a C lx24.750 n 14-10 It -5 N 1 slat%--r-- #4 at 72'o.c. 44 at ?_"u C. `Tvituitr:trm allowable hetuferigirder spans toe limited to 16 feet, Building Width(tl.) 12 24 36 5 i Tabialattd header apana shall be permitted to he divided by 0,96,for framing not located within 8 feet 6 k1 at 72'o.t. i 4 at Sfi""''' A5 +' $ 5z5.5U0 ti- 10 4 � 10 3-7 q 7 ar 61"o c, Maximum Header./Girder Spans for #4 at SG"o.e. r,4 et 40"o.c• #!6 ar 64"o.c. of building colliers. 5z6.875 8-7 6-1 4 6 8 0 , z 1'abitlated spans assume a building located in Exposure B. Common Lumber S ecieb`'a'4 44 at 64` o C. +t1i at G4"o.c. :l6 ar 4 S"O.C. e, 5x9.625 l2-0 8-6 6-4 0 at 56'ox, h7 at 72,o.c I t-a c " Headers Su I'or S2 Inch=25A Tin,I lout-3G4.ti min. ilF.al 4!i"O.C. r ` D o 3 The,'umber of jock studs required at each end of the header shall be determined from Table 3.22r. Supporting Size (ft.-in.) (ft:in.) (IL-in.) I 5x 11.000 13-8 9-9 7-3 `J a Mor,ar*tell be T'ypr M o.S and masorry shall l r I is to runnmE bond O o g E One Floor Only 5x12.375 15-5 11-0 8-2 b Alternative reinkvtiag Ixi Sizes and sna.sh having I an n nivairri cross-sectional area nr'remfu:cement r lineal+' '1'sbirlated values are tusod on#2 Grade Item-Fir,and are applicable to species with equal or greaser } 2-2x4 4-4 3•1 2-6 5x15.125 spacing.of nr rriaformuciudaes not exceed 72 i char. ix »l-oo: f soil shall h c pe to ncJ pro Jed thv N' � o 0 13-5 10 0 I I wrL; u u i Fir fu3d E from the Supplement(ice.,Douglas Fir-Larch,Southern Pine,or Spruce-Pine-Fir). (Center Bearing) 2-2x6 6.5 4-6 3-8 r r,. d m a i ' Tabulated spans assume 24F combination Slulam. Sx 16.500 rJ 14-7 l0- 10 c. WrticaI rei:1forcc:nenL shall be Grade 6v iriniinuat.1'he d*•lance fuu1 the ace ofthe Soii side of the war,:n he ceutet of vertical reint'olcet.ien.it b.at least ;� 2-2x9 8-1 5-9 4-8 <75inc•ies. y Sz17.8,5 0 e The number of full height studs required at each end of the header*hail be determined in accordance + 0 15 l0 1 L-9 d Sr.i :'rssei arc in acco dan;e will die l ntficd tinil t'Iossi'cut un Sy.uem Refer to Table R405.:. t�� 2-2x10 9-ll 7-0 5-9 5x19.250 13 fa 12-8 �+ r Ualaluucec backfil.height isthc differs i::e in height Jieexteriorand interior fio.siigruund leve's W'hetc un ilderiorconcrete sleb is^tU•. t.ca,the vnhalr•nceJ E"t 1"-1 uilh'1'uble 3.23 .. 2-2x12 11 -6 8- 1 6-7 , r � o ^m Sx20.625 rf 13-7 has:fili high.shall he-neasured from Ix exterinr finish g;Uund love,to the top of the interior concrere slIL•. 5 Table 3.23B Meader Spans for Exterior Rion-Loadbearing Walls and Window Sill 3-2x8 10-2 7.2 5- 10 Maximum allowable header/girder span exceeds 16 feet,spans are A M Plat® Spans Resisting 1P's'Ind Lt1lnds - Exposure 3-2x1U 12-5 8-9 7-2 limited to 16 feet. z - 3-2x 12 14-4 10-2 8-3 i Tabulated spans are based on#2 Grade Hem-Fir,and are applicableTABLE (( 4-2xR 11-6 8-3 6-9 to species with equal or,;seater Fr,acid E from Y the Supplement(i e., REINFORCED CONCRETE AND MASONii 'FOUNDATION WALLS Three Second Gust Wind Speed Douglas Fir-l-arch,Southern Pine,or Spruce-Pine-Fir). ror#3 P ) 85 90 100 110 12U 130 l40 1'0 4-2x10 14-4 10- 1 8-3 (Mph) _ 4-2x 12 ❑ 11.9 9-7 � Grade lumber,aparlb shall be multiplied by U.75. MINIMUM VERTICAL REINFORCEMENT SIZE-AND SPgCINGu° PROJECT NO: Tabulated spans assume?AF combination glulam FOR 104NCH NOMINAL WALL THICKNESS MAXIMUM 861-2004 MAXIMUM WALL Soil Clasaua 1^car UNBALANCED _ Maximum HeaderiCiirdcr Spans for Cctnimnn[amber Species" Maximum HeadcriGirder Spans for Glued s Tabulated spans assume treaders supporting single span floor joists, HEIGHT BACKFILL HEIGHT'i GW,GP,SW and SC,NH,ML-CL and DRAWN �' Laminated Beams?'-"' seer For headca supporting continuota two Span floor joists Wbulatlxl (feet) feet SP Solis GM,GC,SM,SM•SC and ML soils Inorganic CL soils Size 4 #4 at 56''o.c. N4 dl 96"me 94 at 56"o.o CMA (R:in.) (ft.-in.)inJ (ft.-in.) (ft.-in.) (ft.-in.) (R.-in.) (ft.-in.) {A.-in.) � :pans shall be multiplied by 0.89. CHECKED gy; t-2x4(flat.) 7.3 6-10 (1-2 5-7 5.2 4-9 4-5 4. 1 Size (ft.-in.) (ft.-in) (ft.-in.) 5 44 at 56"o c 44 at 56"o.c a The number of tack studs required at each cod of the header shall be 6 k•�al 56"(,N.C. 44 at.5ti"u c h4 at 48"o.c 441 at 40",t.c. 3x5.500 7-3 5-9 4-4 d-tcrnurcd rmrt Tabin 3 24C 7 b4 at 56' o.c. #5 at 56"o.c. Y5 a1 40'c.C*. SCALE: 1-20(flat) 10-7 10-0 9-0 8-3 7-6 6-11 6-5 6-0 5 44at56'u.c. >ti"o.c. 43'u.c. 1/4 r41at "- 1p-0" 3x6.875 9- 1 1-3 5-5 Ntat G 2-2x4(flat) 10-9 10-2 9-2 8-4 7-8 7- 1 6-G 6 I #4 at 56"ox #4 at 48"o.c 3x8.250 10- 11 8-8 6-6 Table 3.240 11ack Stud Requirements for headers in interior Loadbearing Walls 7 #4 at 48'o.c. #4 at 32 #5 at SG' o.c"o c. #Ex at 56'o.c. DATE 10-Ofr-04 2.2x6(flat) 15-9 14-11 13-5 12-2 I1-2 10-4 9-7 8- 11 ' Tabulated header ens shall be permitted to bedivided h 096,for$main not located within 8 feet of building corners. 3x9.625 12-9 10- 1 -7 - - - - 8 >15 at 56"o.c. 45 at 40"n.c. 4T a; 56'o.c. yp p r g g i 10-09-0 4 5 #4 at 5G"O.C. #4 at 56"0.C. #4 at 48"o.c. 2 Tabulated spans assiarne a building located in F.xpnsore N. 3x11.000 14-7 11-7 8-8 Roof Span(ft.) 6 94 at 56'o.c #4 at 4W o.c #4 at 3i"o c 3 Tabulated header spans arc based on 10 foot wall heights.For other wall heights,R.the tabulated header spans shall be divided 3x 12.375 ❑ 13-0 9-9 __ ]2 24 36 9 1 44 at 56"o.c, 05 lit 48'o.c. ;4 at 48" o c b 11/10 14 3x 13.750 ❑ 14-5 10- 10 r 8 94 91 12"u.t. rtG at 48"o. . #4 Lt 16" a cr Y( ) Header Width 9 45 at 40"o.c. a Tabusated values are,based on tit Grade Hein-Fir,and tire applicable to species with equal or greater F and E frorn the a ,. „ " „ #G at 40'o,o. t7 at 4i;"t,u PP P qua Rr' b 3x 15.1..5 15- 1 l 1 1 - 11 3 4.5 5' 6 3" 4.5" 5" 6 3 4.5 5" 6" For SI: I itch-25 4 rnTi.1 too,, 304.3 men. - Supplement(i.e.,Douglas Fir-Larch,Southern Pine,nr Spnice Pure-1 it}. 3x 16.500 ❑ ❑ 13-0 2-2x1 3-2x 4-2x 2-2x 3-2x 4-2.x 2 2x 3-2z 4-2x a.Dtortar 5ht.11 k 1ype M or S and nlasuury shall he Ixd is rouniug baud. s The number of fidl height studs required at each end of the header shall he determined ur accordance with'1'able 3.23C. 3x 17.875 ❑ n 14-1 Header t� b.Alurrat yr rtlnto"614 bursiaes and spactngs,^vi ig Or equivalcnl ctvsc-xcfinnal area of reinfort drnenl per lineal flint nt wa'.I shall:c perni.h:J provided the +Header Supporting Number of lack Studs Required at Each End of the Header spacing nfthe reinforcer.Ieut dins not exceed ,2 icche;. 5x5.500 8-8 6-10 6-0 Span(ft.) V.V'en:ca re,n*6reemea:shall Ix Grade 60 mirirlam 711e Jistanoe from the face of the s,it side of ilic wall.o the center ofvetiical n•inforcenent ihall ae a ieaxt 5x6.R75 10-9 8-7 7-6 . 2 1 1 1 1 1 L 1 1 1 1 1 1 6.15 xchei. SHEEr TIRE d Soil cka ws arc it accordance wiat the Uai:icd Sad C asAtictlion Syster.i Rcfe,1u lahle R4a15 1. Sx9.625 15- 1 12-0 lU-G 4 l 1 1 1 1 I 1 l 1 1 1 1 Table $.2�C Full heig;l:t Stud R®clulrements for pleaders or 1t9findo ► Sill Plates in $X11.000 D 13-8 12-0 e.I:nh;lu.i:rd`butk.i11 neigh,is the diffieicixu s'heihhtOfth;.exxnnr Are,rteAoifiiisl. ruuncleveis Nkliereanmuriorcuncroteslab ru::der,tneunoulnl.c.! 6 1 1 1 1 1 1 1 1 2 1 1 1 aack`.11 I,ei g t Exterior Walls desisting Wind Loads - ExpO�IirIE �� C Ohl she.,ac ei:tLSared};Oin the Cxte:iUr.:1:1Yh 9-ild level to the top urthe interior concrete slab Sx12.373 ri 15-5 13-5 taneFioorOnty 8 1 1 1 1 . 2 t 1 1 2 2 2 ) FOUNDATION 5x13.750 A u 15-0 (CenterBearng) 10 1 1 1 1 2 2 1 1 3 2 2 2 THICKNESS Wall Stud Spacing(in.) 5xl5.125 ❑ n G 12 1 1 1 1 2 2 2 1 3 2 2 2 12 16 24 a vlax.imum allowable header/'girder span exceeds 16 feet,sf pans are 14 2 1 1 1 3 2 2 2 4 3 3 2 & Number of Full Height Stud Required at Fach Header Span(ft.) i limited to 16 feet. 16 2 1 1 1 3 2 2 2 4 3 3 2 REINFORCEMENT End of theIleader I 2 1 1 1 1 1 l 1 1 2 1 1 t © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. TABLES Tabulated cispans are bared on#12 Grade Hem-Fir,and are applicable 4 1 1 1 1 2 ' 1 1 1 3 2 2 2 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2 1 1 1 to species with equal or greater Fb and E from the Supplement{ice., 4 2 2 1 6 2 1. t 1 3 2 2 2 4 3 2 2 UNDER FEDERAL COPYRIGHT LAW. 6 3 3 1 Douglas Fir-L.arch,Southam Pine,orSpruce-Pine-Fir). For#3Grade R 4 3 2 lumber,spans shall be multiplied by 0.75. Two Floors g 2 l 1 3 2 2 2 S 3 3 3 PLANS MAY NOT BE REPRODUCED WITHOUT Tabulated spans assume 24F combination gltrlam. 10 5 4 3 2 (Center Bearing) 10 2 2 2 1 4 3 a 2 6 4 4 3 WRITTEN AUTHORIZATION. SHEET NO:12 12 3 2 2 2 5 3 3 3 7 s 4 a ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 65 3 3 Tabulated apttns assume headers supporting single span floor joists- 14 3 2 2 2 $ 4 3 3 8 S 5 4 EAST END DESIGN ASSOCIATES, LLC. 14 7 6 4 For spans s iemall supporting continuous two scan fionr joists tabulated 16 4 3 2 2 6 4 4 3 9 6 5 5 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 16 R 6 4 spans shall be multiplied by 0.89. The numlxr of full beig'i studs rNuimd at cacti end of the 1 Where We number of jack studs equals 1,the header shall be permitted to be supported by n framing anchor attached to the full. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. header shell be erramcd to be reduced in accordance with The number of jack studs required at each end of the header*bars be O 1 1 P determined fiom Table 3.24C. height wall stud. the require_nenls of Secliun 3.4.1.4.2 and Table 3.23D. 7 An equivalent number of Hill height studs are permitted to replace jack studs,when adequate gravity connections are provided. 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. --_ - --- — --- - ----ENGINEER'S SEAL of NEW � .. PEE YO 9� A. SqM� m� '10, I -1 I - r" S1� .1_rl - I- r_ PROVIDE NEW �l A N D E R S E N A 21 v - _ __ -- _ ---- — - -- _---l - -- - _ --- — UNITS ON EACH — - - ---— — SIDE OF RIDGE. ------- -- -- -- __-- - — - - - RAMP IS TO BE PITCHED AT -------- -- ------- ----- --- ---- - --- A MAXIMUM OF 1 " RISE FOR FOR EVERY 20 OF RUN _ ---- _- _ _m--- __ ---- _ , - _ F�y AROUND DECK TO _- - - _ - - — ___ _ __ --- - __----_-_- �„� O W HANDRAIL -- - - - -- --- - -__-- - ---- _= BE SET AT 36 ABOVE DECK - RAMP HANDRAIL TO B E __--_ W AND ---- ---- _ � Q SET AT 32" ABOVE RAMP LIE kn O LEFT ELEVATI�"�_ N REAR ELEVATION NOTE: +- REFERE TO KESSLER REHABILITATION CORPORATION HOME MODIFICATION IDEAS / SUGGESTIONS AND I PLUMBING RISER DIAGRAM ADA GUIDLINES FOR ANY QUESTIONS REFERING (NO SCALE) a� TO ANY SECTION 0 N 0 F THIS NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE a TO ACCESSABILITY RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG PROJECT. WITH THE PLUMBING CODE OF NEW YORK STATE AND THE 44 . E SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL s GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND p .Q � INSTALLATION OF SANITARY DRAINAGE SYSTEMS. t E . g u ' PROVIDE NEW � °41 � w ANDER SEN A21v z ITS O N EACH 1-4 .01 UN III � Pzw u SIDE OF RIDGE. r w ua Q g PROJECT NO: �a—TM 861-2004 r DRAWN eir: -- - - ---- - -_ �' CM A — - --- ----- - --�� I� 3 CHECKED LTY: k-0 - - -- -- -- -- -- SCALE: -— 10 DATE:-- — r - ---- - -_- -06-0 4 _-_ -- --- - - - - 10-09-04 r I It tt t t/t 3 � I� ULHM now 1 t/4 .SfIIS L Ts-1/r t t I/r 1/{ t/r ca r C6 co. ca �a rwr< �o �nL r �w t t r SHEET TIRE wwc u rua+r tear a o®s ELEVATION PLUMBING © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. RISER ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. DIAGRAM RIGHT ELEVATION NOTE: INSTALL SMOKE DETECTORS NOTE: ALL TRASITIONS BETWEEN PLANS MAY NOT BE REPRODUCED WITHOUT SHM Na MONOXIDE DETECTOR ROOMS A WRITTEN AUTHORIZATION. AND CARBON M 0 N OX AND BETWEEN INTERIOR ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF N ALL FLOOR AS PER NY. STATE AND EXTERIOR SURFACES ARE EAST END DESIGN ASSOCIATES, LLC. ATHE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE CODE. TO BE FLUSH AS PER PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 7 OF 1 1 C C ANSI A 1 17 . 1 - 19 9 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. f.•..r_ OF Nfw A� yob ---- A @SA4�6) ` `� I • ' c> ` jUo I NOTE: FLOOR JOISTS ARE TO BE SOLID �Fp yO. 2377� BLOCKED 48 oc. FOR FIRST TWO FRAME 12" DIA CONC. FILLED SONA TUBE PIER BAYS PARALLEL TO EACH OTHER FROM NOTE: FLOOR JOISTS ARE FIRST BE SOLID AR F _O �: fSSICT�` .. BLOCKED 48" oc. FOR FIRST TWO FRAME (MIN. S-0" BELOW FINAL GRADE) BAYS PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE TO BEAR ON UNDISTURBED SOIL EACH END OR SIDE OF HOUSE -—' (INSURE SOIL BEARING CAPACIV) EACH COLUMN TO HAVE (1) #5 VERTICAL 25'-11 " NOTE: ALL ANCHOR BOLTS REBAR. " " 7 -11 " 7 -11 '-17' PROVIDE 12 x �" ANCHOR BOLT FROM -4 (`- r NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS CONCRETE PIER THROUGH GIRDER ARE TO HAVE 3"x3" BASE WASHERS. (SIMPSON) A PLATES TO BE USED AS ANCHOR BOLTS ARE TO BE LOCATED 02'-0" oc. WASHERS. (SIMPSON) ANCHOR BOLTS ARE TO BE LOCATED ® 2 -0 ANCHOR BOLTS ARE TO BE ANCHOR BOLTS ARE TO BE LOCATED AT EACH CORN oc. ER LOCATED AT EACH CORNER AND INTERSECTING WALL 8" POURED CONC. AND INTERSECTING WALL. FOUNDATION 20' ON 16" x 8" ® ® I CONC. FTG (TYP.) ;IN ® - - -- - -- -- - - -- -- -- -- - -- - - �I 00 — —— —— —— — — —— ————— I " I ,-4" -4" z = I 8"xl6" CONC. PIER I I Q z C I I 2'-0" x 20 0" x V-0" I i 00� C (" =,N CONC. FTG (TYP.) I B NOTE: INSTALL SMOKE DETECTORS w NEW B ! I '� I— I I = ® ® ® ® DECK -= i I BEAM 4"x 9-1/ 2- --1 -�- - 2 '-v 12/;2- BEAM i AND CARBON MONOXIDE DETECTOR POCKET TLC— J VC POCKET) NEW I I AN ALL FLOOR AS PER NY. STATE !• �' 2'—a�"-- ------ 9'-7j" 9'-7 " I CRAWL I I z CODE. V1 ' I ICY) o SPACE 8"x16" CONC. PIER I I a z N 2" P.C. SLAB ON I I=X z w N w 2'-0" x 2'-0" x 1'-0" 000 CONC. FTG (TYP.) I I O -- - NOTE: STEPS--- - - -a I I N — I I — _ I I F- --II I p.� _ �✓ _ ® ® ® ®;-- T =--_— T —; ! 2 'LVL GIRDER' 2- - - LVL GIRDER'12' - I 1 R E F E R E TO K E S S L E R REHABILITATION CORPORATION �C RAMP IS TO BE PITCHED AT ' I I I-� — �— �� I 411 ' ,, I BEAM L__I BEAM2'- OCKET POCKE» ,� 9'_7�" � �'+�" II '� I HOME MODIFICATION IDEAS SUGGESTIONS AND `r' � A MAXIMUM OF 1 RISE FOR = i�� ►— '-¢ I I I o / FOR EVERY 20 OF RUN I IIIDECKI III I I I� I I°aZ I I11QECHATCHI III I I I .I PROVIDE I I=Xz� ADA GUIDLINES FOR ANY QUESTIONS REFERING ACCESS TO NEW CRAWL ao� I .I " I TO A�,CESSABILITY TO ANY SECTION OF THIS I SPACE DIRECTLY BENEATH I I O = _ I I I I I I I I DOOR OPENINGS ABOVE P R O J E C T. III I III I , —(ss"x24" MIN.) M HANDRAIL AROUND DECK TO _ — __- -_ - - --_ - - - -I I BE SET AT 36" ABOVE DECK _ ® ® ®I __ _— __ __ __ ____ __ _ _ __ __ _ _ll-1_ _ __ =-ll-_ I r -- - - - - � I AND RAMP HANDRAIL TO BE VERIFY FLOOR " = JOIST SYSTEM �+ I SET AT 32 ABOVE RAMP I 8 " J I CLEARANCES I I I �--4�2 - 1 3'-3-�1 I I OVER BILCO EXISTING I II I DOOR BASEMENT I 4" P.C. SLAB RAMP IS TO BE PITCHED AT ® ® ® I I I Ir —1 I I I I I ExlsTlr_� 3Y2" DIA STEEL COLUMN I� e— _ (2)Z s 4-x 9-„2- _ I I A MAXIMUM O F 1„ RISE FOR BASEMENT ON " 2'-0" x 2'-0" x V-0=�' _j FOR EVERY 20 OF R U N I I = I I 4 P.C. SLAB CONC. FTC (TYP.) I I HANDRAIL AROUND DECK TO GRADE �' ' , " I I I I BPROVIDE l'-O*ENEATH CHIMNEY MIN.FOOTING6 W B E SET AT 3 6" ABOVE U �-- I I EXISTING EXISTING I I B V E DECK GIRDER SYSTEM GIRDER SYSTEM THAN CHIMNEY IN ALL DIRECTIONS ►o ® ® I - - - e - - - - - - e - - - I WITH #4 REBAR 8"oc. EW. (BASE AND RAMP HANDRAIL TO BE m I I FURNACE AREA I I OF FOOTING TO BE MIN. 3—0' t �< BELOW FINAL GRADE) SET AT 32 ABOVE RAMP �' w a `v PROVIDE MIN. OF o Z�. � J SF.FIR _ . c FlRE RATED � SHEET ROCK i I I ABOVE FURNACE 8 THIMBLE I U o d U N � CONCRETE PAD I ' EXISTING VVERIIFFYY HEAARRTH SIZE I I o g AND HEIGHT WITH OWNER. I = NEW e E -114" I BASEMENT CONFORM TO NYS CODE I ' AT BASE 0 E I I 4" .C. _ i CHIMNEY :4 ;; P SLAB VERIFY All DIMENSIONS ( FIREPLACE RAMP DETAIL ® ® I I O AND CLEARANCE AS PER. I I I o I I s/D "'"S CODE I NOTE: FLOOR JOISTS ARE TO BE SOLID Z a PROVIDE OUTSIDE AIR I I BLOCKED 48" oc. FOR FIRST TWO FRAME AS PER NYSE CODE. I o �00 I BAYS PARALLEL TO EACH OTHER FROM I I H�TMEFSRUPPOR AMING AS I __J EACH END OR SIDE OF HOUSE OE-4 w 3 x = I I REQUIRED. I I F--1 cn� NOTE: FLOOR JOISTS ARE TO BE SOLID I I rn I I - -- - - -- - - ----- -- - - -- -I 2'-6" _I BLOCKED 4.8" oc. FOR FIRST TWO FRAME r` N + BAYS PARALLEL TO EACH OTHER FROM f I NOTE: ALL ANCHOR BOLTS PI�,E� �: EACH END OR SIDE OF HOUSE I -11�" I L — _ -- _-- _- - - - -- � - -- -- --- -- -------- J - � — ARE TO HAVE 3"x3" BASE 1 —— — ———— PLATES TO BE USED AS 861-2004 L _— BY- -- ——_ _ _ _——_ — J WASHERS. (SIMPSON) °w`"" ANCHOR BOLTS ARE TO BE CMA LOCATED ® 2'-0" oc. CHECKED BY: NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE ANCHOR L ARE 0 BE LOCATED AT EACH CORNER sue. AND INTERSECTING WALL. PLATES TO BE USED AS A 1/4"= V-0" WASHERS. (SIMPSON) I DATE: 10—06-0 4 ANCHOR BOLTS ARE TO BE LOCATED 0 2'-0" oc. 9-04 ANCHOR BOLTS ARE TO BE LOCATED AT EACH CORNER NOTE: ALL TRASITIONS BETWEEN AND INTERSECTING WALL. FO�J:1 DATION PLAN / DECK FOOTING PLAN ALi. HEADERS ARE TO BE(2) 1%"x9 Y2" LVL UNLESS NOTED OTHERWISE ROOMS AND BETWEEN INTERIOR AND EXTERIOR SURFACES ARE TO BE FLUSH AS PER ICC/ANSI Al 17 . 1 — 1998 SHU7 nnL- FOUNDATION NEW A21 UNITS ARE TO BE PROVIDED IN SECOND FLOOR WINDO��j AND � PLAN / N REAR WALL OF SECOND FLOOR . DOOR 113 E �JLE WINDOW AND BATHROOM AND 0 _ BEDROOM THESE UNITS ARE NOT REQUIRED FOR EGRESS, ITEM CLEAR OPENING IN Y — TOP OF SUBFLOOR © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. DOOR NATURAL LIGHT OR NATURAL VENTILATION. WINDOW MEETS OR # WINDOW OR UNIT CLEAR OPG. FULL OPEN POSITION CRACK OPENING VENT TO TOP OF INSIDE OVERALL UNIT ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED EXCEEDS NYS CODE DOOR NO. SQ/FT. WIDTH HEIGHT GLASS VENT SASH ONLY SQ/FT. SILL STOP AREA UNDER FEDERAL COPYRIGHT LAW. SCHEDULE FOR EGRESS MANUFACTURE INCHES INCHES SQ/T. LINEAL FT. INCHES SQ/FT. PLANS MAY NOT BE REPRODUCED WITHOUT NO 1 1 ANDERSEN TW2642 4.3027 22 7.62 14'-11" 3.94 3 " 10.73 WRITTEN AUTHORIZATION. SHEET NO: YES 2 ANDERSEN TW210 510 7.14 31 " 312.86 19'-11" 7.16 12 " 18.02 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. NO 3 ANDERSEN q 1 19 " 7 -7 60 " 4.0 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TC THE BUYER. 1 YES 4 THERMA-TRU 6068 68 79 " 22.91 NA 35.62 NA 40.73 8 OF 1 1 �. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of liealth Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. Of Nl;19 ro N NOTE: FLOOR JOISTS ARE TO BE SOLID NOTES: RAMP I S TO B E PITCHED AT NOTE: FLOOR JOISTS ARE TO BE SOLID , 1 � N A A219�� BLOCKED 48 oc. FOR FIRST TWO FRAME NOTE: INSTALL SMOKE DETECTORS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION BAYS PARALLEL TO EACH OTHER FROM „ BLOCKED 48" oc. FOR FIRST TWO FRAME EACH END OR SIDE OF HOUSE AND CARBON MONOXIDE DETECTOR (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. A MAXIMUM OF 1 RISE FOR BAYS PARALLEL TO EACH OTHER FROM AN ALL FLOOR AS PER NY. STATE ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION „ EACH END OR SIDE OF HOUSE (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOR EVERY 20 0 F R U N CODE. � �Fo "0. 2371° NOTE: ALL ANCHOR BOLTSA Ofi ARE TO HAVE 3"x3 BASE: ■ NOTE: ALL ANCHOR BOLTS �x`-. R ESS10N PLATES TO BE USED AS ARE TO HAVE 3"x3" WASHERS. (SIMPSON) HANDRAIL AROUND DECK TO PLATES TO BE USED AS E �:� _..•• ANCHOR BOLTS ARE TO BE LOCATED ® 2'-0" oc. RAMP IS TO BE PITCHED AT BE SET AT 36" ABOVE DECK ANCHORSBOLTSPARE) HANDRAIL AROUND DECK TO TO BE ANCHOR BOLTS ARE TO BE BE SET AT 36" ABOVE DECK LOCATED AT EACH CORNER A MAXIMUM 0 F 1 " RISE FOR AND RAMP HANDRAIL TO BE ANCHOR BOLTS ARE TO BE AND INTERSECTING WALL. FOR EVERY 20" OF RUN AND RAMP HANDRAIL TO BE SET AT 32" ABOVE RAMP AND LOCAINTDERSECTNG WAL AT EACH L. SET AT 32" ABOVE RAMP C� C� 2x6 ACO 2x 6 ACO ca l il c`t>I dl�W I W I Ar r af FLOOR JOIST 1FLOOR JOIST iC4 15'-94 QW Q Q Wl I � I IQ �I x6 A I I (2)2x 6 ACQACD GIRDER RELOCATE FROST-FREE HOSE w ----- --- -- -- -- ----- ------- -I 22x8 ACQ FLOOR JOIST BIB TO THIS LOCATION - - - -- ------ - - -- - - - - ----� I I0of m � I , I �) CO C a I I J J�I O O U g 8"x16" CONC. PIER = 8"xl6" CON C. PIER U ON 00 0 � I ON 2'-0' x 2'-0" x 1'-O" 2'-0' x 2'-0" x 1'-0' 4x4 ACQ L WmpCONC. FTG (TYP.) CONC. FTG (TYP.)N0 NEW uo o POSTS ARE TO W OI I J BE BOLTED TO DECK 0O in ° �C ►- 00 / W 1'-0"x 3'-0" =a = I I I I - - to �(�2x6 AC� CONIC PIERS WITH B �Q ��I I _ (2) 1-3 4% s-1/2' _ -1 iF_ 2 1-a/4"x s-tj2" _ I B -, _ - VC (2) 1-3 4'x 9-1/2" _ 2 1-3/4'x 9-112" _ B GIRDER O N BEAM EVE `GIrQER ( I 0_ I ► I BEAM [vL � BEAM m �" ANCHOR BOLTS m Q o W AND POST ANCHORS o= POCKET I I o AS PER STATE CODE. X to oz I I NEW POCKET POCKET 1 g I I CRAWL i I c I 20' I CRAWL QI4✓ QI� NEW N l� 0 0 0 0 I ( c SPACE 8"x16" CONIC. PIER I Q o SPACE 8"0 6" CONC. PIER c�ICLx c�l� __ _ _ _ _ __ I I _ ON I I N ao 2 2x8 ACQ FLOOR J IST = ON 0 co 2" P.C. SLAB 2'-0" x 2'-0" x 1'-0" x vi 41 r I I CONC. FTG (TYP.) I I I I — — —— — — 2" P.C. SLAB CONIC. FTG (TYP.) 2'-0" x 2'-0" x 1'-0" FJ 21 I--- - - -- ---II I I N I I - - N STEPS I I STEPS -- - - - - -- (2,2X6 (2) 1_34"x 9_ " _ _ " _ I I - I� _ 2_1=3 x9-1 2' _ _ 1-V 9-1j2" _' _ LVL CARDER LVL GIRDER _ LVL GIRDER LVL GIRDER GIRDER - BEAM BEAM BEAM BEAM Cy POCKETI POCKET POCKET POCKET O W 11t 7'J —5 I _ Cy DECK II 0o Q m ¢I NOTE. ALL TRASITIONS BETWEEN PROVIDEP4� HATCH PROVIDE " ACCESS TO NEW CRAWL If Cif I I III I III II I SPACE DIRECTLY BENEATH I I ROOMS AND BETWEEN INTERIOR o0 OR JOIST Njl II I jj IN ACCESS TO NEW CRAWL SPACE DIRECTLY BENEATH I 111 I 11 I I I I I DOOR OPENINGS ABOVE I I I C_j DOOR OPENINGS ABOVE I it I I (36"x24" MIN.) I I AND EXTERIOR SURFACES Aft E RELOCATE FROST-FREE HOSE III I III (36"x24" MIN.) I I I _ _ _ _ I I _,_ _ -- _ - _ _ _ __ __ TO BE FLUSH AS PER BIB AT REAR OF HOUSE �- -� �( GIRDER C� �2x6 AC r GIRDER --- -- - - - - ---- - - - ..-=_- - - ---- - - - --- - -- - - - - ---- I ICC/ANSI Al 17.1 - 1998 — I r , I _ RELOCATE PROVIDE VERIFY FLOOR t I I = DRYER VERIFY FLOOR = JOIST SYSTEM p I i I ' ' OUTLET D1/RENT JOIST SYSTEM �� CLEARANCES I I I G CLEARANCESI OVER BILCO EXISTING I � , OVER BILCO EXISTING I I DOOR BASEMENT I I �0.� DOOR BASEMEt I I 11'-8" I I LAN �212x 6 ACC&_ 2 2x 6 ACQ 4" P.C. SLAB_ I — I 4" P.C. Sl4B �.__. GIRDER GIRDER EXISTING 3X" DIA STEEL COLUMN _ (2) 1-3 4"x 9-1/2" _ I EXISTING 3V DIA STEEL COLUMN 2 1-3 4'x 9-1/2" BASEMENT ON I I I BASEMENT ON - ZvL - I 4" P.C. SLAB 2'-0" x 2'-0" x 1'-0) -I I I _ - 4" P.C. SLAB 2'-0' x 2'-0' x 1'-0" I I CONC. FTG (TYP.) I 0 0 CONC. FTG (TYP.) I I I I UE pi I O I I J o F I I I I PROVIDE 1'-0" THICK FOOTING a ' I I I BENEATH CHIMNEY MIN. 6" WIDE w ° Z a (2)2X6 AC I I IXISTING EXISTING I EXISTING EXISTING [� THAN CHIMNEY IN ALL DIRECTIONS o _ GIRDER SYSTEM GIRDER SYSTEM I GIRDER SYSTEM GIRDER SYSTEM ' ►-i 0 GIRDER I - - - - - - - - - - - - I WITH 4 REBAR 8"oc. EW. BASE _ _ _ _ _ - _ _ - _ _ - r-� a o 6 9 # ( 6 6 INSURE VERTICAL THIMBLE 9 °n a , I OF FOOTING TO BE MIN. 3'-0' FURNACE AREA EXTENDS MIN. of 12' U o FURNACE AREA I BELOW FINAL GRADE) PROVIDE MIN. OF BELOW HORIZONTAL THIMBLE. u o PROVIDE MIN. OF I — 100 SF. 5/8- O E FIRE RATED PROVIDE 5F FIR SF. ED I SHEET ROCK NEW OIL- l u u SH ET ROCK I — I 7 ABOVE FURNACE FIRED ABOVE FURNACE 8 THIMBLE I MASONRY FIREPLACE CAST-IRON 8 THI B E 0 I I MASONRY FIREPLACE I I I VERIFY HEARTH SIZE BOILER (3) & EXISTING VERIFY HEARTH SIZE I NEW N EXISTING AND HEIGHT WLTH OWNER. ZONES I I I AND HEIGHT WITH OWNER. I I d CONFORM TO NYS CODE. ( � _ NEW (D BASEMENT CONFORM TO NYS CODE. _) .J I CHIMNEY N I� o „ O- "A BASEMENT VERIFY ALL DIMENSIONS I 5 CHIMNEY 4 P.C. SLAB I I 4 P.C. SLAB VERIFY ALL DIMENSIONS I I I FIREPLACE AND CLEARANCE As PER. NEW OIL FIREPLACE � w/ u °=_ p (�2X I I ANYS CODE.ND CLEARANCE AS PER. I NYS CODE. FIRED6 A HOOGIRDER PROVIDE OUTSIDE AIR J AS PER NYSE CODE. ——I a U HEATER AS PER NYSE. CODE. I — J PROVIDE SUPPORT FOR I I PROVIDE SUPPORT FOR I HEARTH FRAMING AS _ REQUIRED. REEQUTH FRAMING AS I ( '-5 " 2'� ; , 861-2004 I I r -- - - ---- J 2'-sJ _I �' o _I I — — — —— —— —— —— N < 7 RELOCATE EXISTING �M CMA OIL TANK, FILL AND — ———— — — — —— —————— —— —— — r - -- ---- - - ---------- -1 0 VENT LINES. -- -- - - -- -- -- -- ---- ---- - - -- � SCALE. NOTE: FLOOR JOISTS UNDER DECK HATCH - - �wnl�G 1'-0" ARE TO BE ATTACHED TO DECKING ONLY LINE DATE: 10-06-0 4 TO ALLOW FOR REMOVAL. (JOISTS ARE TO 10-09-02 BE SET IN JOIST HANGERS NOTE: FLOOR JOISTS ARE TO BE SOLID BLOCKED 48" oc. FOR FIRST TWO FRAME NOTE: INSURE CENTER BEAM LINES BAYS PARALLEL TO EACH OTHER FROM DECK GIRDER PLAN UP TO ALLOW TO DECK PATTERN TO DECK FRAMING PLAN A EACH END OR SIDE OF HOUSE A i CONTINUE WITHOUT INTERUPTION NOTE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE J'x4 ACQ PLATES TO BE USED AS BRIDGING WASHERS. (SIMPSON) ANCHOR BOLTS ARE TO BE SHEET TREE RAMP IS TO BE PITCHED AT ANCHOR BOLTS ARE TO BE FOUNDATION AT CH CORNER A MAXIMUM OF 1 " RISE FOR x6 AC ANDATED INTERSECT NG WALL. AND DECK NOTE: FLOOR JOISTS ARE TO BE SOLID FOR EVERY 20" OF RUN J BLOCKED 48" oc. FOR FIRST TWO FRAME I NOTE: GIRDER A N D BAYS PARALLEL TO EACH OTHER FROM REFERE TO KESSLER REHABILITATION CORPORATION ALL FLOORAND ELEVATIONS LLC. FLOOR JOIST ARE PROTECTED ED EACH END OR SIDE OF HOUSE LAYOUT HANDRAIL AROUND DECK TO UNDER FEDERAL COPYRIGHT LAW. 7) HOME MODIFICATION IDEAS / SUGGESTIONS AND PLANS MAY NOT BE REPRODUCED WITHOUT SHEr NO: NOTE: ALL ANCHOR BOLTS BE SET AT 36 ABOVE DECK ADA GUIDLINES FOR ANY QUESTIONS REFERING' WRITTEN AUTHORIZATION. ARE TO HAVE 3"x3" ensE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF PLATES TO BE USED AS AND RAMP HANDRAIL TO BE � DJ TO AC C ES SAB I LITY TO ANY SECTION OF THIS EAST END DESIGN ASSOCIATES, LLC. WASHERS. (SIMPSON) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ANCHOR BOLTS ARE TO BE SET AT 32" ABOVE RAMP PROJECT. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 9 O 1 1 LOCATED ® oc. VERIFY FLOOR ANCHOR BOLTSTS ARE TO BE JOIST SYSTEM Acceptance of these drawings does not authorize the right to build without the authorization A LOCATED AT EACH CORNER CLEARANCES of local governing agencies,such as Suffolk County Dept.of Ilealth Services,Town Building AND INTERSECTING WALL. OVERDOOR BILCO Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. :ENGINE q$t1 NEIRV/ 1� 5 NA. Sq NOTES. - -- — ` IGr, HOME MODIFICATION - � T FLOOR WINDOWS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING S;HEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION FIRST FLOOR WINDOWS " FIRS �"® HOME MODIFICATION ARE TO BE SET (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ARE TO BE SET Kaeaterl�el,abiFtationCorporat,on IDEAS/SUGGESTIONS AT s'-10" AFF �r ICeer►lerRshiiil tdtSanCorporstion IDEAS/SUGGESTIONS ?s No, . o MAATCH EXISTING 6'- AFF ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION MATCH EXISTING T"fohowing are recommondatronsbasadrinADAguidefines. Please contacf,rowrheraptsts DOORS AND HALLWAYS z37� HOUSE (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE kND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. HOUSE re9aroUnysoacificrecommendarionsfiryourhoma. C. AFrOFESSION�� . t- . • Width of doorway should be 1.5.2 inches wider thar overall width of wheululwir. r:• OUTSIDE HOME a Doorways Ieadirig off 36!riches wide halfway aroma also be 36 inches wide to alloy wheelchair to pass&,rough doorway or 48 inches wide. Parking Doors that open out or pocket doors are better use of space insioe the roam • Reserve space In apartment • Low threshold(aiif) HANDRAIL AROUND DECK TO • 13 feet wide space in garage to transterhrnload,at least S feet on side of car • Remove screw door it ao.r.'vs problem " RAM P I S TO B E PITCHED AT • Automatic garage coor openers-need 26 feet long garage to accommodate van with • Latch door handle at 35-44 Inchee high or attach leather strap BES ET AT 3 6 fTeuvssed hinges enlarge dmway 1.5-1.75 inches. A MAXIMUM OF 1 " RISE FOR • Add rope pub or extra handle In middle of door for easier reach to close. trV�kwrlily • Kickplale prevents Near on wheelchair and on door AND RAMP HANDRAIL -0 B Level and non-slJp surface R®moving door provides additional 1.5-2 inches;removing door Jamo and molding FOR EVERY 20" OF RUN SET AT 32" ABOVE FAMP •- MJnln^un 48 inches wide .. provides additional space Removing doorstops adds addi5Or:al 0/4 richeb A ,,� Ramps(see rest page for RAMPING GUIDELINES) • RemCxferior threshold shook}be beveled with maximum height Doge at 4i inches • 12,iriches In length for every 1 inch rise(I.e.for every 1 Inch in height the ramp must be, ydu need 12 inches(or one foot)of length;'2C Inches to 1 Inch for exterior f snow,ice, STAIi� /veto.is a factor) i ,• 36-4e arches wide . Handrails should be mounted 1.5 inches from wall and should zl_,pport 250 bs. • Bilateral guard table 30-32 inches high(widtt:of railing grip to 1.3 Inches). Extend tells 1 . b'ertioal rise greater than 6-7 ir:ches is dangerous and d!HiculL inch beyond the end of the ramp and make sure the ends of the railing are not r. 4 4NEW 20 hazardous. .>U9gested that the horizontal part of the Stair(tread)be 11 inches. I • 4 eat x 4 feat level landing(5 feet x 5 fleet for a power wheelchair) I DECK 1 p' ----� 10' ff door opens out,need 5 feet x 6.5 feet le'ml lancing. r • It romp changes direction,reaches 30 teeL cr rises htgher dean 3 feet,provide a 6 feet x ANDERSEN ANDERSEN ANDERSEN 5 feet level lending to tom or teat. TW2642 TW210510 TW2642 ,amp.4 Inch curbing border for ramp and platform to preven airrom f the t wheelch f feing of * • Overhead coverings suggested to keep ramp clear of rain,leaves,snow,ice,etc. 6" SM. 6" SM. KITCHEN I BENEATH WINDOW stoveloven FF LOCATION c Mirror mounted at engte aboti'e burners p� OF SANYO A/C c°Do CL. o Wall mounted oven,with drop front door UNIT OR EQUAL o I o Oven doer should allow you to ro'I urxler whey opens(29.5 Inches from floor) wl VI z C '� '-1M �,� c Front of counter no more than 401nches from fbor,rubber cane tip dowel covering C Z Ld L w a r2 _ control can help with dexterfty. M w CID o Front controls,rather than rear,so reaching over bumers Is not necessary. LLI oC14 19'-1" c Contrasting• Cabinets/Countanmarkin9s for temperature settings, Q 4x8 COLLAR TIES o klinimurrt of 5 feet clear floor space between cabinets and walls 1 NEW —_—_—_ —__——_—_—_ = — — —_—_= _—=—_—_—_ —_ _——_— ° Too space of 6 inches depth recessed and 6.1 t inches In height under cabinets allow footrests under cabinets to I:, BOLTED W 2 BOLTS yet clodPr. DECK /( " o Space undomeath cabinet should be 28-30 inches wde,27.30 inches high and 21- j BETWEEN DBL RAFTERS " 24 inches deep, NEW B o InsuAto p�pes under sinks to protect I;gu from possible burns. DECK a * Create a work triangle to conserve energy and to flnctton Attic,ently. Triangle are a n of stove,refrigerator and sink area. KIM'S co N o Sink should be shallow�►nough to place hands f at on bo tom,30 34 inches from floorN °D NEW ROOM o� I -. : -- co� k CATHEDRAL o Counters used as work surface should be 30-34 inches high and 13.18 i^c^es deep, CEILING r�1 0 i HOME MODIFICATiON IDEA"UGGESTIONS " HOME MODIFICATION IDEA.S/SU,3GESTIONS______4x8 COLLAR TIES Patten.Na.Te ______ �_ _ == ———— = — — — Patient Nare • HATCH BOLTED W/(2)4" BOLTS Iz BETWEEN DBL RAFTERSLd - M N Klow�E�kv r O E MODIFICATION NOTE: --m Z� �` Q 0 Udrthe�gt`°olI-0 � ,As/suGG or b:m are 1ESTIOIvs REFERE TO KESSLER REHABILITATION CORPORATION I I UNDER S/D � I ; Refrigerators-re`ammeid Ode-by-side. HOME M O D I —I CATION IDEAS / SUGGESTIONS A N D j.� �ABINEfI • Dir,og Area c leg spha p so68 3068 g ADA GUIDL11"NES FOR ANY QUESTIONS REFERING e 30 irclres t"ble top$Paco. O 0 i' 34" - KIM'S I BATHROOM TO ACC ESS/ B I LITY TO ANY SECTION OF THIS O t ° 'r" NEW �. S/D Or n I O • 45-55 square feet flcor space PROJECT. 2 -10 O BATH • Open floor areas 5 feet'il diameter to allow for turning + + + + + + + + , 2'-4 = I • Mirrorsrmedicine cabinets-top shelf not over SU.5 inches from floor and bottom;shelf 40 + + + + + + + + + + + NEW J( + + + + + + + + + + + POWDER NEW '_g" " inches from floor. + + + + + + + + + + + ROOA� HALL NEW • Outlets;towel racks,light switch cutsic%the door,and soep dishes mounlsd not over 40 I Inches from floor, I + + + + + + + + + + -- LINEN sink --! KITCHEN o 27-30 inches cteamnoe under sink;theretcro sirik should be approx.rmetely 34 ��—•- CC L. o 64 lone' as from thr floor -� � 3'- " 0 27 incries deep U WI�?I aR Y � o Irsutate pipes under sink to prefect horn possabfe buns a UI z } 'iJS' ' C4 DRYING oW p o Lever handles Z o DEr>croR AREA i� Tolwt c- HALL 0 Z _6" o Ideal height of toilet is dependent upon patient's transfer status. o a g Z GW m N _ 0 15 1i31ncMeg standard, 19 20 inches elevated. z (2 LVL/H•FADERI/2• WATFB o Showier commode chair will roll over standard height commode �-r ; : CONTROLS o leave space along sides for MA Lielohair I ' `• QQ r o Grab bars-need tc withstand 250 pounds and be mounted to welt st.ds r-�� E o 21068 TO. o Optimum diameter for grab bar,1.25-1.5inches for adu is, 1-1.25 Inches for NOTE: ALL TRASITI0NS BETWEEN l o a EX. children Q m 8 o Distance betwwwi wall and grab bar 1.5 1111cries. ROOMS AND BETWEEN INTERIOR 1! E 3 NEW g" THIMBLE BrtthtubwShow*r (2) 1-3/4"x 9-1/2" o Rim not lower than 18 Inches dt from z floor AND -t;;.r ; t� LVL HEADER D EXTERIOR SURFACES ARE f I F i - NEW a Please eteR therapist If you have a garoen tut:Or specialty tub,as It may at'ect :a MASONRY HEARTH SIZE FIREPLACE equipment ordering. T O B E FLUSH A S PER CL. VERIFY HEARTH SIZE CHIMNEY a Shower stall should be 5 toot x 5 feet for cammods chair. AND HEIGHT WITH OWNER. o LIVING CONFORM TO NYS CODE ' FIREPLACE o Shocking to inches maximum height from floor. I C C/ANSI A 1 17 . 1 — 19 9 8 Z W ( � o Check Krater heater them108ta!t0 medium seh:ng(120 degrees mr�cmum)or DINING ROOM AND'ALE ALL AS PER. use anti scats mechanisms on Inofvktual tetn:ote. ROOM NYS CODE. t w w Q 02 PROVIDE OUTSIDE AIR gEdOOM AS PER NYSE. CODE. I = Y PROVIDE SUPPORT FOR I I J '' • Height of bed love,with wheelchair(18-20 in,^,hes)w,tti 10-13 Inches cisara'ica under the PROJECT NO: 861-2004 Zf needed) I(LW,; HEARTH FRAMING AS . Havebodl gh clearance alongside bad(ito accommodate whee'chair(approximately 3 DRAWN BY: O LE p REQUIRED. I 7 PROVIDE FLUSH PROVIDE OUTSIDE feat,B inches). BLUESTONE AIR AS PER N • Have%%fhhlr reach o'bed: lightswitch,telephone,intercom,clothes CMA HEARTH STATE CODE. . Closela CHECKED HY: c Lower bars 36-48 inchols high o No deeper than'16 inches o Upon shelving SCAB: o M8x6rtrr+height for top shelf should be 54 inches froth tho floor 1/4"= 1'-0" DAM 10-01 -04 10-09-0 4 A FIRST FLOOR WINDOWS FIRST FLOOR WINDOWS ARE TO BE SET 90PAE MODIFICATION IDEASi$UGGESTIONS_ "- ARE TO BE SET AT li Pat:enf Name-10" AFF AT 6-10" AFF MATCH EXISTING , MATCH EXISTING HOUSE HOUSE FIRST FLOOR PLAN ALL HEADERS ARE TO BE(2) 1 3�4"x9 y2" LVL UNLESS NOTED OTHERWISE SHEET TITLE- INDICATES THAT THIS UNIT IS PROVIDING EGRESS �BLE SPACE IT IS LOCATED IN. NOTE FIRST FLOOR FOR THE HABIT� RAMP I S TO B E PITCHED AT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED PLAN MIN. PLATE SPLICE ON WALLS PERPENDICULAR A MAXIMUM OF 1 " RISE FOR AMOUNT CALCULATED FOR EACH CASE. & NOTE: INSTALL SMOKE DETECTORS ©TO RIDGE IS 4'--0" FOR EVERY 20 COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLc. KESSLER " 0 F RUN NOTE: AND CARBON 0 N MONOXIDE DETECTOR ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS NOTES MIN. PLATE SPLICE ON WALLS PARALLEL REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK. AN ALL FLOOR AS PER NY. STATE UNDER FEDERAL COPYRIGHT LAW. TO RIDGE IS 5--0" HANDRAIL AROUND DECK TO AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) CODE PLANS MAY NOT BE REPRODUCED WITHOUT WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO WRITTEN AUTHORIZATION. SHEET No: . MIN. OF DBL JACK AND DBL KING STUD ON BE SET AT 36" ABOVE DECK FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALLEAST LANSEND D AND GN ASSOCIATES,DESIGNS ARE ES,THE SOLE PROPERTY OF ALL EXT. WINDOWS AND DOORS. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AND RAMP HANDRAIL TO B E NOTE: NOTE: SET AT 32" ABOVE RAMP EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization f l agencies, f H Building OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 1 O 0 1 1 VERIFY LOCATION OF STRONG—TIE ROD SYSTEM NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY of governing agenc ,such as Suffolk County Dept.oealth Services,Town uilding (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) Departments,DEC, ciesetc. Verity all conditions,codes,and requirements with such agencies prior to construction. -------••---- ----*- ENGI�P&tYS NOTES: * �Q��N A. Sq, �9 ALL SHEATHING TO hE_ NNIL.;ED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FR•kk;+E CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. +� �.`4 A ALL JACK STUDS & kJi. I_ HE:IC�illT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION a `" PROVIDE FLASHING (AF & PA) WOOD FRi;:A1;= C( NSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. o 0 2377 - • AND COUNTER FLASHING N91E.: RAFTERS ARE TO BE SOLID BLOCKED 48" oc 25 YEAR TAMKO ARCHITECTURAL GRADE ROOF SHINGLES / FOR THE FIRST FOUR FRAME BAYS, PARALLEL TO EACH OTHER FROM EACH END OR SIDE OF HOUSE. NEW MASONARY FIREPLACE AND FURNACE FLUE PROVIDE NEW CONTINUOUS RIDGE VENT ANDERSEN A21v —CONTINUOUS RIDGE VENT UNITS ON EACH RIDGE BEAM (SEE DETAIL) SIDE OF RIDGE. 4x8 COLLAR BEAM (EXPOSE!" RIDGE BEAM (SEE DETAIL) -•--4x8 COLLAR BEAM (EXPOSED BEAM) 200-16 oc RAFTERS 2x 10-16 oc RAFTERS J" CDX ROOF SNEATHII,%" � 15# FELT �" CDX ROOF SHEATHING 15# FELT P�"1 25 YEAR TAMKO ARCHI'I OUf SHINGLES r 25 YEAR TAMKO ARCHITECTURAL GRADE ROOF SHINGLES r ---- - ---------- -- ------ -- 1X6 RAKE FURNACE AREA KIM'S - 1x6 FASCIA PROVIDE MIN. OF ' NEW ROOM 100 SF. 5/8" KIM S FIRE RATED ALL HEADERS ARE TO BE NEW ROOM CATHEDRALL—Er VENTED SOFFIT Q CEILING (MATCH EXISTING) SHEET R,DCK 2 1-3 "x9- " LVL DBL 2x6 PLATE DBL 2x6 PLATE ~� ABOVE FURNACE ( ) �4 Y2 CATHEDRAL MASONRY FIREPLACE KIM'S UNLESS NOTED OTHERWISE C ILING 2x6-16" oc WALL STUDS VERIFY HEARTH SIZE NEW V 1 AND HEIGHT WITH OWNER. 2X6-16" OC WALL STUDS ALL HEADERS ARE TO BE CONFORM TO NYS CODE. BATH I "CDX WALL SHEATHING VERIFY ALL DIMENSIONS 15# FELT W (2) 1-3/4"x9 y2" LVL 15# FELT � ^ AND CLEARANCE AS PER. j"x24" STRIP OAK FLOOR VINYL SIDING (TO MATCH 'X;Si•ING) UNLESS NOTED OTHERWISE NYS PROVIDEODE.tJTSIDE AIR 74" CDX SUBFLOOR 2x 1 SHOE INSULATION ; VINYL SIDING (TO MATCH EXISTING) A� 1 74" CDX SUBFLOOR R-19 INSULATION AS PER NYSE. CODE. (GLUED & NAILED) _ (GLUED & NAILED) 2x6 SHOE PROVIDE SUPPORT FOR x� 2x8-16" oc. 2x8 BOX BEAM I HEARTH FRAMING AS 2X8 BOX BEAM REQUIRED. 2x6 CCA SILL PLATE W/ TFRMI'IF SHIELD d: SILL SEAL (2) 1-3/4'x 9-1/2' (2) 1-3/4'x 9-1/2" (2) 1-3/4'x 9-1/2 �" x 12" ANCHOR BOLTS (IAXIMI.10 OF 2'-0" oc) (2) 1-3/4'x s-1/2' LVL GIRDER 2x6 CCA SILL PLATE W/ TERMITE SHIELD & SILL SEAL �..� LVL NEW GIRDER LVL GIRDER LVL GIRDER " x 12" ANCHOR BOLTS a I MAXIMUM OF 2'-0" oc 8"x16" CONC. PIER 8"x16" CONC. PIER ) XISTING ON NEW CRAWL SPACE DAMP PROOFING - 6 MIL 'OD' k'4LR TAR ON — DAMP PROOFING - 6 MIL POLY OVER TAR 2'-0" x 2'-0" x V-0" NEW CRAWL SPACE 2'-0" x 2'-0" x l'-O" 8" PC FOUNDATION WALL BASEMENT CONC. FTG (TYP.) 8" PC FOUNDATION WALL CONC. FTG (TYP.) 2" P.C. SLAB \,,.,J P.C. SLAB 2x4 KEYWAY 2x4 KEYWAY 16" x 8" PC FOOTING 16" x 8" PC FOOTING BEARR ON UNDISTURBED PROVIDE V-0" THICK FOOTING MINI OF BELOW FI!,;_ GRADEBENEATH CHIMNEY MIN. 6" WIDE ON SC MINIMUM OF 36" BELOW FINAL GRADE THAN CHIMNEY IN ALL DIRECTIONS INSURE SOIL BEARING CAF'rl-l- BEAR ON UNDISTURBED SOIL I INSURE SOIL BEARING CAPACITY WITH #4 REBAR 8"oc. EW. (BASE OF FOOTING TO BE MIN. 3'-0' BELOW FINAL GRADE) NEW 31¢" DIA STEEL COLUMN ON 0' 2'-0" x 2'-0" x 1'— CONTINUOUS RIDGE VENT CONC. FTG (TYP-' • CROSS SECTION B 1-3/4'x 18" CROS. SECTION A - LVL BEAM j -M1 1-3/4'x 1,C 1-3/4"x 14' ' LVL BEAM LVL BEAM r I V r; n — m Z RAMP IS TO BE PITCHED AT • a � E � RAMP IS TO BE PITCHED AT HANDRAIL AROUND DECK TO NOTE: RIDGE BEAM DETAIL � D D ( BE SET AT 36" ABOVE DECK REFERE TO KESSLER REHAF31111 ATION CORPORATION A MAXIMUM OF 1 " RISE FOR o A MAXIMUM OF 1" RISE FOR AND RAMP HANDRAIL TO BE R EVERY 20" OF RUN U FOR SIT AT 32" ABOVE RAMP FOR EVERY-, " 1 E 20 OF RUN E T HOME MODIFICATION IDEAS ,/,`SUGGESTIONS AND i ADA GUIDLINES FOR ANY Ql,I� LIONS REFERING D "xs" TREX DECKING TO ACCESSABILITY TO AN''r''-­ :,G T ION OF THIS HANDRAIL AROUND DECK TO E--I o h PROJECT. ' BE SET AT 36" ABOVE DECK � z� w x - J%6" TREX DECKING WITH WWQ o -� NON-SKID DECK APPLIED - AND RAMP HANDRAIL TO BE CO SET AT 3 2" ABOVE RAMP PROJECT No: 2x6 TREX TOP RAIL 861-20� iv I 2x4 ACQ MID RAIL --- - `\�- 2x4 ACQ MID RAIL NOTE: INSTALL ��f= DETECTORS DRAT CMA x6 AC GIRDER �`- 4x4 ACQ POST AND CARBON I I,�DE !DETECTOR CHECKED BY; (2)2x10 ACQ 4x4 ACQ POST 1► GIRDER AN ALL FLOOR , _F N I',� STATE Ste: — ��-- 12" DIA CONC. FILLED SONA TUBE PIER CODE. I _ DATE. 10-OF (MIN. S-0 BELOW FINAL GRADE) TO BEAR ON UNDISTURBED SOIL - 10-0' (INSURE SOIL BEARING CAPACITY) 44 ACQ EACH COLUMN TO HAVE (1) #5 VERTICAL POSTS ARE TO REBAR. BE BOLTED TO PROVIDE 12"x R" ANCHOR BOLT FROM 1'-0'x 3'-0" CONCRETE PIER THROUGH GIRDER CONC PIERS WITH R" ANCHOR BOLTS AND POST ANCHORS AS PER STATE CODE. * E;INDICATES THAT THIS UNIT IS PROVIDING EGRESS SHEET TTTLZ- ! NOTE: FOR THE HABITABLE SPACE IT IS LOCATED IN. ALL SIMPSON HANGERS HAM. (I::Ef•1 CEIFIED BY AN ENGINEER TO SECTIONS/ i CROSS SECTION C HAVE A CAPACITY EQUAL TO 0� GFEAE_R THAN THE REQUIRED MIN. PLATE SPLICE ON WALLS PERPENDICULAR AMOUNT CALCULATED FOR E DETA!L:� f :AQ CASE TO RIDGE IS 4'-0" ` NOTE: ALL TRAS ITI 0 N S BETWEEN © COPYRIGHT 2004 EAST END DESIGN ASSOCIATES, LLC. & NOTE: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ROOMS AND BETWEEN INTERIOR PROVIDE SOLID BLOCKING IN A_ FLOOR JOISTS AND RAFTERS AS MIN. PLATE SPLICE ON WALLS PARALLEL UNDER FEDERAL COPYRIGHT LAW. NOTE: REQUIRED BY THE BUILDING CSC OF THE STATE OF NEW YORK, TO RIDGE IS 5-0" PLANS MAY NOT BE REPRODUCED WITHOUT AND EXTERIOR SURFACES ARE AND THE AMERICAN FOREST TAPER ASSOCIATION (AF & PA) WRITTEN AUTHORIZATION. SHEET NO: TO B E FLUSH AS PER WOOD FRAME CONSTRUCTION%LIAL (WFCM) FOR ONE AND TWO MIN. OF DBL JACK AND DBL KING STUD ON ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FAMILY DWELLINGS, 2001 SBOGH WIND EDITION. ALL EXT. WINDOWS AND DOORS. EAST END DESIGN ASSOCIATES, LLC. C C/ANSI Al 17. 1 - 19 9 8 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 0 EAST END DRAFTING & DESI AND ITS ASSOCIATED ENGINEER HAVE Acceptance of these drawings does not authorize the right to build without the authorization F I NOT BEEN RETAINED TO INS- PROPER INSTALLATION OF ANY VERIFY LOCATION OF STRONG—TIE ROD SYSTEM of local governing agencies,such as Suffolk County Dept.of Ifealth Services,Town Building MATERIAL OR WORK MAN SHVOVIDED TO THIS JOB SITE. (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction.