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HomeMy WebLinkAbout36597-Z " r TOWN OF SOUTHOLD ���Fot,r� �t n BUILDING DEPARTMENT TOWN CLERK'S OFFICE • ;� SOUTHOLD, NY � �jY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36597 Date: 8/1/2011 Permission is hereby granted to: Park Jr, William & Park, Theresa 1500 Pine Neck Rd Southold, NY 11971 To: construct an addition to an accessory garage as applied for At premises located at: 6LA 1500 Pine Neck Rd, Southold SCTM #473889 Sec/Block/Lot# 70.-9-1 Pursuant to application dated 6/3/2011 and approved by the Building Inspector. To expire on 1/30/2013. Fees: ALTERATION OF ACCESSORY BUILDINGS $248.40 CO -ACCESSORY BUILDING nj- Total: K $298.40 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY II&application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings;property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. 5. Commercial building,industrial building,multiple residenoes and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6: Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00: 2- Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00, Commercial$15.00 / Date. New Construction: ✓ Old or Pre-existing Building: (cheek one) Location of Property: 150 O I�Q rrfl5� o�o o Qg�ll rh q House No. Street Hamlet Owner or Owners of Property: - Suffolk County Tax Map No 1000, Section 70 Block Lot Subdivision Filed Map. Lot: Permit No. - Date of Permit. -I _ 1 Applicartt: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Poe Submitted: $ 56 1 © C� Applicant Signature JAMES )EERKOSKI, P.E. !icer Drive Ni: , 'k,N.Y. 11952 �) 298-7116 Date: June 26, 2011 To: Town of Southold l3widin'- I JUN 2 8 2011 Re: Lot Size BLDG.DEPT. 1000-70-09-01 TOWN Of SOUTHOLD Park Pine Neck Rd. Southold,NY To Whom It May Concern: The Size of the Lot Mentionc(l ;A.ho'. =o-99-)� The setback to the rear yard off of th,- osc(l GarLi(,e Addition is 7'-10" All \Y 6rf .ladles J. Deexkos i E. \ 7 FIELDIN 4N REPORT DATE CONIlVIENTS r I �l ro 6� • FOUNDA�'ION(1ST) FOUNDATION(2ND) �►� x O ROUGH FRIG& H PLUMING t� INSULATION PER N.Y. STATE ENERGY CODE ' 4 -AIV F FINAL ADDITIONAL COMMENTS 0 z m • GC�.i �' a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST B'MDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 2Q Mail to: Disapproved a/c 60 �I Phone: Expiration 20 Building Inspector DffN — KATION FOR BUILDING PERMIT Date V , 20,'/INSTRUCTIONS BLDG.DEPT. a This a li8Wf`hHfiS01 Kt0 tely 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 plat 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 Pen-nit 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 bWi4ing 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 ewted in the interim,the Building inspector may authorize, in writing, the extension of the pennit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. f /L (Signature of applicant or name,if a corporation) (Mailing address of applic ) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4 Name of owner of premises �- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of d on /w1Thi G III d work will be done, «n� i�nse Pec House Number Street Hamlet County Tax Map No. 1000 Section yo Block ( Lot / Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �h b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costy 0-c, 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 alterations 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 l r� Name of Former Owner J --J, P u-� �lC 11. Zone or use district in which premises are situated 12. Does proposed ccgstruction 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�d0 PP-c ee,4 Phone No. 7�(- � Name of Architect Address Phone No Name of Contractor� � Address Phone No. 7G s- 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. f 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO > * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth,in the application filed therewith. Sworn to before me this day of 20� t Notary Public Signature of Applicant Southold Town Building Department r.10k 't ' P.O.Box 1179 Permit#: 36597 "- 54375 Main Road $}, Southold,New York 11971 Permit Date: 8/1/2011 (12i '* ��`, '' (631)765-1802 Expiration Date: 1/30/2013 Parcel ID: 70.-9-1 r`n'"'�r`irxat BUILDING PERMIT RENEWAL LETTER Dated: 11/17/2014 Applicant: Park Jr, William&Park, Theresa Location: 1500 Pine Neck Rd, Southold Work Description: ACCESSORY ALTERATION construct an addition to an accessory garage as applied for A FEE OF $248.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Park Jr, William&Park, Theresa Address: 1500 Pine Neck Rd Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. i Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM I PROPERTY LOCATION: S.0 T.M.ff THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A al � Q STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN -DT o f- �a n- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 .Will this Project Retain All Stam-Water Run-Off (Include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (s.F./Acres) (Thisitem will include all run=off created by site — b. What Is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) PROVIDE BRIEF PROJECT DESCRIPTION (Pe AddldoaN P"" Naded) 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and — / -7Slopes Controlling Surface Water Row. i I '-P .Y'r 5'T io7 a ' 3 Does the Site Plan and/or Survey describe the erosion i and sediment control practices that will be used to _ Elcontrol site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. Q Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural — Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Fi rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction — General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving sal Beach? disturbances of one(1)or more acres: including disturbances of less than one acre that .7 Will there be Site preparation on ExistingGrade Slopes I' are part of a larger corxnon plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ — i Including Construction activities involving sok disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-e-1(1.001.) Surfaces be Sloped to Direct Storm-Water Run-Off j 1.The SWPPP shall be prepared prior to the submittal of the Not.The N01 shag be into and/or in the direction of a Town right-of-way? — — submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shag describe the erosion and sediment contra practices and where 9 Will this Project Require the Placement of Material, required,post-wnsbucdon storm water management practices that will be used and/or Removal of Vegetation.and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this pemrk.In addition,the SWPPP shag Area?(rha mem wig NOT include the Irrstagatbn of Driveway Aprora) — — quality of sources h pollution which may reasonably be expected to affect the NOTE: If Any Answer to Questions One thro h Nine Is Answered with a Check Mark ! uagly of storm water discharges. NOTE: ; 3.AN SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.&1 Acre in area component shag be prepared by a qualified Design Professional Licensed in New York a Storm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable in the principles and practices of Storm Water Management Southold and Must be submitted for Review Prior to Issuance of Any Building PermiL ! (NOTE: A Check Marx(4)and/or Answer for each Question is Required for a Complete Application) STATE OF NEW YORK, 1� Notary Public,State of New York ( COUNTY OF.�. ??d.1 ................SS No.01 BU61860l50 t a, Qualified Suffolk COUn That I. ............ f ... .................being duly sworn,deposes and �Vc.Vt�t�'Ptrm t, . ..... (Jame of Individual signing Document) i And that he/she is the ......................................... (owner;Coiivacio�Agerti,Coipuiate Officer.etc) ..................................•.......... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed herewith. ! Sworn to before me this; i .................�4................day of.. ...........,2011 .� Notary Public: .... ! ! .......... ..... c.........................^.............C �-- ........... i (Signature of Applipnt) FORM -.06/10 JUN 2 7 2011 DG. DEPT. TOW OF SOUTHOLD S ROAQ g� SUR VE Y OF PR OPER T Y AT SOUTHOLD WNTO OF SOUTHOLD SUFFOLK COUNTY, N. Y. dt�• O 1000 - 70 - 09 - 01 Iao• s s_ W Scale 1" = 30' }` Y` Aug. 11, 1988 of W. •v � W~ 2ts - �� � / I Q t CERT/Fl€D TO, SOUTHOLD SAVINGS BANK I WILLIAM E. PARK, Jr. THERESA PARK :,:Jq S 4 a0i - ESA PARK I _;O • �y ' N I Q oO r L/C. NO. 49668 Prrsspp�red in aocordonoe wilh the Mkh"m sPondsrds for Me surveys as eslobllthad Ay /Ae L.4A.L.S. and dwoved and adop/ed b s for such use by The New York Slole Cend M T111e Associatlon. O _ OU , N.Y. 1197! 1 1 I ----- 1 •----------- ------------------------- , r--------------------------------------------- -----'--------------------------- - --- S- 11 1 ' I , I 16"WIDE X 16" DEEP (BELOW GRADE MONOLITHIC POUR FOUNDATION 11 II II 11 � — II II I 1 — 11 11 11 11 11 II I 1 II II , I 11 II 1 1 II II 1 1 FRONT ELEVATION II 11 I 1 11 VI 1 1 ( { 11 12 1 ( A \ i i 4" REINFORCED CONCRETE SLAB A �� �� N PITCH TO OH DOOR 1/8":1' V EXISTING SCALE: 1/4 = 1 -0 1 1 (D I I 1 1 11 � II 11 � II 1 1 N / 2X10 DF#2 RR @16"OC 11 N Il 1 1 II X II , 11 N II II I I — TIE IN NEW SLAB INTO — - — — — — --- — — -- — — — — — 1 EXISTING FOUNDATION I I I 1 w/#4 REBAR @ 12"OC (TYP.) — -- 1 I 2X6 COLLAR TIES @48"OC 1 ------------------------------------ 11 I ` 1 II II ' II 1 vr , 11 j1 II 11 " W11 II W " --------------------------'r --- V W Z ROOF AREA 800 SQ FT. FOUNDATION PLAN o Z ROOF PLAN AT 100! Ra UNOFF @ 2"RAIN/HR.:R.:134 CU.FT. SCALE; 1/4" — 1 -011 LCE:INSTALL: (1) 8'dia.,4'deep DRYWELL PER CODE SCA i/4" V-O,1 � o - �+ 1 - A � A � 1 RIGHT ELEVATIONw o - - - - - - -- - - - - - - - - - - - - - - - - - SCALE: 1/4" _ V-011 V z azo � w OCCUa������YOR p.. CII) DBL.2X10 DF#2 Q @16"OC -- F I UNLAWFUL w ----- -- WITH",`JTCERTIFICATE V - - - - Ln I I I I - rq,� 3 OD EXISTING F ' -r`".- k`PANC I O Z II _ UD WALL 2X4 DF#2 ST cn - 16"OC (TYPICAL) ' W 1/2"SHEATHING MATCH EXISTING SIDING i EXISTING WALL r 291-411 APP 60 ED AS NOTED _ TO BE REMOVED S ` -7V w/UNDERLAYMENT I I =1 �x7v Q #4 DOWEL PINS TE. lI- El F E: -" � BY E EXISTING TiFY BUILDING DE ARTMENT AT a'c°•9' �4"CONC. PIER w/WMM OVER 5-1802 8 AM TO 4 PM FOR THE f LLOWING INSPECTIONS: a 1. FOUNDATION-TWO REQUIRED °.a 6"THICH COMPACTED STONE oabo�a ro FOR POURED CONCRETE CONC.MONOLITHIC l_4M FOOTING 3000 psi ,�---,� ROUGH-FRAMING.PLUMBING, LECTRICAL 8 CAULKING (2)#4 REBAR SECTION A-A. 3. FINAL- CON REAR ELEVATION 4 FINAL CONSTRUCTION 8 ELECTRICAL MUST BE COMPLETE FOR C.O. SCALE: 1/4" — 11-0'1ALL CONSTRUCTION SHALL MEET THE SCALE: 1/411 = 11-011 YORK STATE. TS ONOTF THE NEW RESPONSIBLE 4' 1 C 4' DESIGN OR CONSTRUCTION ERRORS. DBL 2X10 DF#2 CI @16"O D4" � - 8'-6°AFF(NON-STORAGE) RETAIN STORM WATER RUNOFF AA -- - -- _ - -- _ _ __ - _- - - - _ - PURSUANT TO CHAPTER 236 N - - - - - - OF THE TOWN CCDE. k10 STAINLESS STEEL DRGALVANIZED oWASHERS --------------------------------------------------------- 12OC � — — ✓y�( 1 {1 1 1 I1 PAPLYWOOD SHEATHING t I 1 1 —__ 1 I I � 1 � ` II 1 � / I I 11 � I ll2"ADA MTED SHEATHING lI I I � 1 1 (�RNATMVE"7/16'0 S.B.) I 1 1 DRAWN BY: JD � I( ti 1 1 1/2"APA RATED SHEATHING 1 y_TT 1 J (ALTERNATNNE:7/16"O.S.B.) 1 July 25, 2011 X10STAINlf555TEEL 2YA OFk2 I / OR GALVANIZED EERkn I scREws w! I'C 1Z•O.c ( 2X6 HDR. (Z)1-3/4X11-7/8 ML HEADER 1 11 I! 1 WASwooD � ( WINDOWSILL ` - s SCALE: 1/4" = 11-011 ( I kIO STNSM EL 'INI 20'-0' 1 I I I I t .. IZED W/ ( I I 1 II r 4 Z WASHERS 0 12'0.0 I I I 2'-6" 13-1 O 13'-O" z� MULTIPLE PLYWOOD ASSEMBLIES 14'-10" 2-2%9 DFk2SH105 OONNECTED `O TOGETHER WITH STAINLESS SM •J SHEET N O OR GALVINIZETI BOLTS W/WASHERS (ADDITION) AND NUTS 0 2'-0"O.C. pRoFESS\ r WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FLOOR PLAN. AS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) SCALE: �� — �� LEFT ELEVATION ELECTRICA WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: 1/4 - 1 -0 _ .T" .: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 'N SP ECTlL��'�' ti. .T ' N I COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SCALE: 1/4" - 11-011 N E CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. NNE TION AND CONSTRUCTION DETAIL DRAWINGSWIND LOAD PATH CO C USE THE FOLLOWING APPROVED USS' METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 10 RIDGE o LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1-1 v ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLLICATION ILOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EAACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga, SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET A'%T TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER WALL SHEJ.ATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION WOOD JOIST SIDEWALL- FLASHING FOUNDATION - TOP PLATE BLOCKINGFINISH WA4LL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC 2x4 SOFFIT JOIST BARRIER ITO LAP FLASHING AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL --- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN'WALL FINISH AND MINIMUM NET FREE VENTILATING AREA • A FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING 1TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS CONTIN. SCREENED VENT WOOD GIRDER ,,,I 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- NTIN.SOFFIT/EXT. PLYWOOD ON ALL OPENINGS PROVIDE FHEMMED EDGE AT RESISTANT METAL MESH WITH MESH COV INSTALL 4'0"O.C. FLASHING i TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OFA INCH IN DIMENSION. SOFFITED EAVE 8-1- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS3 TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PRIEVENT CAPILLARY 4"-6" RAFTER RTI O 10-314"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / ACTION RODE VENTILATION / OVER BEARING WALLS AND HEADERS S"""� U W INSTALL 4'0"O.C. 'y 8"- 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO 1,V'- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER SOFFITED EAVE DETAILZ ON ALL OPENINGS KEEP ROOFING NAILS OUT a Z ' OF FLAS141ING a 2ND. FLOOR WALL \v ROOFING i LAPS BASE FLASHINGS 4 INCHES H A RAFTER 0 BASE FLASHING WRRAPS CORNERS, RIDGE GAP OIF SAME EXTENDS UNDER SWINGLES AT MATERIAL AS ROOFING W SIDES 4 INCHES ANMD LAPS NAILED TO SIHEATHING SHINGLES AT BASE: MIN. 4 INCHES THROUGH VENT WOOD JOIST z V z0 TOP PLATE w CA GIRDERIHEADER S IDE � �� FLASHING WOOD JOIST 4 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OG0 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, 81DEWALLS, WALL STUD E) g14 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS 04 INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARYACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED 4"-8" LSTA36 I-114"x36" 18ga. STRAP AND JACK STUDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS INSTALL 4'0"O.C. 0 $"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. t REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL.SILL PLATE - —� TERMITE SHIELD SUBFLOOR SILL GASKET - — WOOD JOISTS - - NEOPRENE _ ' ^` 2x6 /2x8 CONTINUOUS WOOD PLATE CONC. SLAB X, , TYP. CONC. FOUNDATION 6 MIL. POLY r GASKET BOLTED t0 STEEL BEAM WITH DAMPPROOF EXTERIOR V GRANULAR FILL , . `,^ � '��\ i � 1/2 " DIA. BOLTS a 48" a.c. STAG. EMIL POLY ON EXTERIOR STEEL COLUMN ° 4 i i ° q - p\ \P ° C ROOF JACK 1 ��� \�.\ ' n i� STEEL BEAM V CONC. SLAB o r V // { C> ° C 4" x 1/4" x 8" STEEL `�- COMPACT FILL O) 'p ROOFING LAPS �� TOP AND BOTTOM PLATE Q V ii 0 ^ WITH 1/2" x 6" ANCHOR BOLT ° a � FLASHING AT � KEYWAY FOOTING f a / \ `n �- n L! CONC. FTG. D'o G a ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP ��` 1/2" GROUT ^ • O n (USP LBPS58 OR BP583) � FORCING BAR \' � 3" STEEL COLUMN FOUNDATION 5/8"DIA.ANCHOR BOLT �+ p REIN ANCHOR BOLT CONNECTION - ( I { l 10 KIPS ) SUPPORTING MAXIMUM SPACING FLASHING LAPS DRAIN TILE � - SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL SEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36"OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN, 3"STEEL COLUMN ANCHORED TO 24"x24"42"CONC. I FTG. CRAWL SPACE OR FOUNDATION) STEEL / $OTTOM3E�RING WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 STORIES 57"OC ROOF JACKSVENTS DETAIL II r SUBFLOOR CONC. SLAB I ( DOOR FRAME 6X610/10 WWM DOOR --' d — JOIST COMPACT FILL i USE 2X8 FOR BLOCKOUT STEE EAM DRAWN BY: JD r 4" SLAB W/ 6X6 WMM SLOPE July 25 2011 P.T. PLATE DRIVEWAY—imp. NOTCH JOIST AND ADJUST HEIGHT Y ° ° WITH A NAILING PLATE IF NEEDED NEW ' ' i/2"AIRS ACE `. � 14 1 i/2'� � �, � na n ( ) %\ AT END AND �s -.p ° ° °' n r a TO BE APROX. 1/2" OR HIGHER THAN GEERk DES OF WOOD ,� p ' ,' D a STEEL BEAM TO ALLOW FOR SHRINKAGE �P �s SCALE: 1/4" = 1 -011 4 " (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)BEAMS GRADE Q ^ . c - 1 4 , cuz6X6W.W.M. c SUBFLOc NOTCH BEAM FOR MUDSILL IF REQUIRED - MAXIMUM ORL� SHEET NO: NOTCH EQUALS 1/4 DEPTH OF BEAM D ° a II—I1 2 MIN. �i/'° a ° _ 4 REINFORCING BAR , D a REINFORRCING BAR ° a '° Y 5� n D a° # n L,`� a° I° a STEEL BEAM rF \O DRAIN TILE I�-----►I o o n SHEET METAL/30 FELT UNDER BEAM AT POINT — ' 12" OF CONTACT WITH CONCRETE OR CONC. BLOCK � � 3 ^ a ^ SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM - TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN REINFORCEB00 INC WITH (2)#4 REINFORCING OBARS. ,N`JS. " 3 MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 5EAM POCKET WIND FRAMING NOTES NAILING SCHEDULE FLAN CONTENTS: CiENERAL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of'rafters in accordance to table 3.4. JOiNT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the numiber of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-Sd COMMON RAFTER BUILDING HEIGHT 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT, OF CONSTRUCTION intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceitting or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not falll in line with studs below, rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wail stud with uplift connections. Roofs overharnging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURIRENT SSC HIGH H WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3}. WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS meets current federal, state, county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be aittached with uplift connections in TO RAFTER WFCM-SBC END NAIL 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do niot fall in line with studs below,the ATT]+'CS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the fl000r assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 2-8d COMMON 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4}.WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2- 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill Iplate, or bottom plate with uplift ROOMS (SLEEPING) 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedmient of 7 inches in concrete WALL FRAMING: 30 STAIiRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry blocck foundations,or lapped under NAIL construction means, methods,techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.Whem steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with thie anchor bolts.Anchor bolt GAUIRDRAILS (ANY DIRECTION) EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to tables 3.2a. In addition to spacing, TOP PLATE TO 2- 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 6 GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE • 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wvood structural panel on the exterior STUD 2- 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"O.G. at the panel edpges and 12"o.c. in the field,and SCJ'"-- 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 55d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE FIRE PROTECTION such as bookcases, shelving, pantry, closets, trims,etc. edges and 10"o.c. in the field shall be in accordance witch the length requirements specified HEADER ALONG EDGES NAIL (SMOKE +t CO2 DETECTORS � SEE FLOOR PLANS in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements off table 3.15a-b times the appropriate BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAiL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans, elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE. 1,2 END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD } P FLOOR FRAMING: SNOW SPEED DESIGN WEATHERINIG LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD O determine intended heights of finished floor(s)above typical grade. 7}. INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be:.,permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS w 2).All footings to rest on undisturbed (virgin)soil.(MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections i shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING 2.4.4.2 and 2.2.4 respectively. NOTES MODERATE SLIGHT TO - � W 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 LBS. 110 B SEVERE 3 FT. 11 4-8d COMMON TO HEAVY MODERATE NONE � w concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: -• Header and/or girder connections shalt be attached with iupliit connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel conmectors in accordance with table TO JOiST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE p-I be installed with#4 re-bar, 18 long at 12 o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES W 5). Unless otherwise noted all slabs on rade to be 3500 s.i.. Concrete to be BLOCKING EACH TOE 2-8d COMMON °V 9 P• TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d(COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 ., poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam, the raffters shall either be notched and BLOCKING TO: 3- 16d COMMON EACH TOE INTERIOR ZONE 8d(COMMON @ @ 6"O.C. 8d COMMON 12"O.C. SEE NOTES: 1 (BOTH FIELDS) H Q anchored on top of the beam or slope connectors shall boe attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD ^ a 6"maximum lifts(layers). alongthe open ceiling art of the building. Connections tco the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d(COMMON 4 O.C. 8d COMMON 4 O.C. SEE NOTES: 1,3 v J O P 9 P 9• 9 LEDGER STRIP EACH FACE @ @ 6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. 3- 16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft. of area. q TO BEAM JOIST NAIL DECD AND COVERED PORCH NOTES. JOIST ON LEDGER 3-8d COMMON PER TOE NOTES W 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED T'O iF MENTIONED IN SCHEDULE NOTES ONLY. t Z N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END V rr�� 3- 16d COMMON �y F-i O the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST JOiST NAIL 1). For roof sheathing within 4 feet of the perimeterr edge of the roof, including 4 feet on each side of the roof peak, W CA washers8). Drainage as per town and N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOiST TO:SILL OR TOP PLATE 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. PQ Girders on concrete piers shall be anchored with proper;steel connectors anchored FOOT ISEE NOTE: 1 41 FRAMING NOTES g 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bcolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. a 0 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x1'2"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 9 Use a minimum 1/2 dia x 7 long anchor bolt with washeers and nuts. Footings Shall be 3 ft. QTY. SPACING 3 Tabulated 4 inch o.c. nail spacing assumes sheathingto rafter/truss framingmembers with G>0.49. For 04 Edition Wood Framing Construction Manual. ° framing members with 0.42<G!0.49 the Wait spacings all be reduced to 3 inches o.c. w below grade. Porches with covered roofs shall have 12"ddia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 2). Unless otherwise noted, all framing and structural wood material to be#2+BTR. WFCM-SBC WALL S H EAT H I N G REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed betweeen the building and ledger. NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES O otherwise. Ledger to be fastened to building with 1/2"dia bolts with iwashers and nuts JOINT DESCRIPTION QTY. SPACINGSEE NOTES: 1 3(BOTH FIELDS) 5d COOLERS V 4). Unless otherwise noted , all bearing wall headers to be(2)2x10#2+BTR. Doug. Fir. where needed. GYPSUM 7" O.C. EDGE 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.C . FIELD INTERIOR ZONE 8d COMMON @ 6"O.C;. 8d COMMON @ 12"O.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOiNT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the�same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC PP connecting PLUMBING NOTES 7/16 OSB 3 O.C. EDGE be used. anchors where applicable to all connectin joists. �� �� 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply, drainage and venting to be installed aas per N.Y.S. Residential PLYWOOD 6„O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes;sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERST_10"WALLBOARD 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, theO.C . FIELD ;nail spacings shall be reduced to 6 inches o.c. on plans. 2).Verify septic system with the Engineer for Suffolk Cournty Health Department approval. 3). For exterior panel siding,galvinized box nails;shall be permitted to be substituted for common nails. 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists FLOOR SHEATHING: NOTE: under all bearing walls. 3). If wall studs,plates or joists are cut out during installatition for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 9 JOINT DESCRIPTION provide adequate bracing and plates to protect and securre the structure.Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maxinmum,�hhole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE: STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Mechanical subcontractor is responsible for adhearingg to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF REQUIRED 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2). HVAC subcontractor is to fully coordinate all system ddata and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING RE Q adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. Fireblocking shall be provided to cut off all conceded draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between storiies, and between a top story and the roof space. 3). HVAC subcontractor to provide final system layout draawing and submit it to the General nailed 6"on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and is nailed 3"on-center at the panel edge a to obtain higher ceilings and over furnace to Contractor and owner for final review and approval. shear capacities, nailing requirementfor structural1). In concealed spaces of stud walls and partitiorns, including furred spaces, at the ceiling and floor have 518"thick type-x sheetrock. All other parts of building ELECTRICAL NOTES: members shall be doubled, or alternate connectors, to have regular 1/2"sheetrock.All walls to be taped and finished. levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential CConstruction Code. such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber!shall be allowed as flreblocking in walls constructed approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected using parallel rows of studs or staggered studs. DRAWN BY: JD torch down type material over. 2).All electrical work shall be approved by a qualified Uncderwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to be reduced tot - 16d nail per foot. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectoors throughout as per section R317 drop ceilings and cove ceilings. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. July 25' 2Q11 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces f N E W to under stairs shall comply with N.Y.S. Residential Code. �`� DR EE p - , 1F P�5 ips* SCALE: 1/4,� - 1 -0 4). At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. �- c,, 5). For the flreblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. SHEET NO: ��A o 01 P� _ Sa