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HomeMy WebLinkAbout36476-Z OF�(�-e Town of Southold Annex 11/17/2011 ti5% ay 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35290 Date: 11/17/2011 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1025 Stillwater Avenue, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 103.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/7/2011 pursuant to which Building Permit No. 36476 dated 6/13/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: 'As Built', Addition to a Single Family Dwelling_ Extend Rear Dormer, as applied for. The certificate is issued to Shannon,Anthony&Shannon,Kimberly (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36476 9/23/11 PLUMBERS CERTIFICATION DATED A /rized igna re �SUFFnt��a ' TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE "oy SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36476 Date: 6/13/2011 Permission is hereby granted to: Shannon, Anthony & Kimberly 1025 Stillwater Avenue Cutchogue, NY 11935 To: As Built', Addition to a Single Family Dwelling; Extend Rear Dormer, as applied for. At premises located at: . 1025 Stillwater Avenue, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-1-15 Pursuant to application dated 6/7/2011 and approved by the Building Inspector. To expire on 12/12/2012. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $486.40 Total: $536.40 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY. This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new 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 residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building.. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A property 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: �I^�� Old or Pre-qexisting Building: (check one) Location of Property: _ V ��1�1l���1� 5n,Aal-A House No. Street Hamlet Owner or Owners of Property: -t-�� t\1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Vol Ap icant Signature pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,New York 11971-0959 roger.richert(a�town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Anthony Shannon Address: 1025 Stillwater Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 36476 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transf6rmer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 1 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2nd floor alteration Notes: Inspector Signature: Date: Sept 23 2011 81-Cert Electrical Compliance Form l pF SO(/r�olo ` o • �o �` C� "71 ycOUHi'1, TOWN OF SO OLD B G'DEPT. 765�180 IN ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING/STRAPPING INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q _ CZ2 y r DATE 3 INSPECTOR' oF souryolo TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V*LECTRICAL (FINAL) REMARKS: DATE 2-� INSPECTOR e JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: October 12, 2011 To: Town of Southold Building Dept. Re: Dormer Addition Anthony and Kimberly Shannon 1025 Stillwater Ave. Cutchogue NY 11935 Permit#36476 To Whom It May Concern: An Inspection was preformed at the above-mentioned dormer addition, and all the work on the project was done as per submitted plan and meets all state and local building codes. Any other questions please feel free to call. OF NEB, DEFo y0 �- incerely N 2 5 FESSI ames eerkoski P.E. rDNOV FT3�LD.Ilv •�TP�T DATE _ CONIl1�CrtTS, , FOUMA?'r4h1 am � . ' d.irrrr.gMN.r��rrRrrrrryrrrr�rrrrrr FOUNDATION(2ND) CA • 1 PoUG$pp.4v NCf.& PLUMB]NG INSUL•ATION PEP STATE ENERGY CODE. . OF 'If- FINAL s . t ADDITIONAL CO�TS TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 rf Survey SoutholdTown.NorthFork.net PERMIT NO. / tV Check Septic Form N.Y.S.D.E.C. I Trustees Flood Permit Examined 20 f Storm-Water Assessment Form Contact: Approved ,20 I Mail to: Phone: Expiration ' I ,20 r 2;ication Building Inspector D l5 011 PLICATION FOR BUILDING PERMIT Date "� — � , 201� . INSTRUCTIONS HOLD UST 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 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. (Si nature of applicant or name, if a corporation) IUD 5i d A)dCf �\E,- ( c ue (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesh� �(l� r (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Namee and title of,corp,orate officer) Builders License No. Plumbers License No. �J Electricians License No. Other Trade's License No. 1. Location of land on wI h proposed work will be done: 1025 54) 1) �c e�- Ave House Number Street Hamlet County Tax Map No. I00ASection 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 b. Intended use and occupancy i p@ 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 alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories t 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 CkAv 5V)C1f gddress Oa '5A I)O n Phone No. Name of Architect Address Phone No Name of Contracto Mat . E�Address 41�g1��`c Phone No. �a 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. 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, CONNIE D.BUNCH Notary Public,$fate of New York (S)He is the No.01BU6185050 lified an Suffdll�County (Contractor, Agent, Corporate Officer, etc.) Commission Expires April-14,2 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. Swro� before me this 1 day o 20 Notary Public Signature of Applicant APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: o *Cross Street: *Phone No.: 3 Permit No.: Tax Map District: 1000 Section: Block:�_ Lot: S *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION \ 82-Request for lnspecUonForm SO!/ryolo Town Hall Annex r Telephone(631)765-1802 54375 Main Road ` Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 o ���OUNT`I BUILDING DEPARTMENT TOWN OF SOVTHOLD October 11, 2011 Mr.& Mrs. William Bauer 68 Lawrence St New Hyde Park, NY 11040 TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: *Note: Ce on letter required from an Architect or Engineer for all work performed under this permit. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 36476 - Addition 0r IF Z( BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: � r Date Reviewed 643 Applicant: Owner: v f agineer: Estimated Cost: °-- SCTM# 1000 — f� � — - �S Subdivision: Zone: Conforming? 4 • Property Address: E City: Pre COs? Building Permits (Open/Expired): BP -Z/C/Q Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info:_Y Single& Separate Search Required? Y d oNe-terfiiination: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ACT: Lot Cov. REQ.Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. ACT. Height . RE 9.A*TH SI DES A C T r i Project Description- Waterfront! Y o N? If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED siTE PLAN Suffolk County Health: Y or 1 If yes, *Bed#: _ *Date: _/_/ *Permit#: Town Septic: Y N - If no certification a i n required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or0- Date: / / Permit#: or NJ Letter—Notes: Southold Trustees: Y or(q- Date: / / Permit#: or NJ Letter=Notes; Southold ZBA: Y ore- Date: / / Permit#: —Notes.- Southold Planning: Y o10 Date: '/ / Permit#: —Notes: Town Landmark C of A: Y o0- DTE:_/_/ *NYS CODE Compliance(page )- r N CoNT&KTIOR 11c�Nst AIS ILITy l.1/4B1�. 1A/4le1C�yENS_ codl rS.4r/ i1/_� Notes Fee Structure: Calculation: Foundation: SF ( ® $ X $ ,�-o =$ �3 , First Floor: . SF +Initial Fee: $ 9—o o ® 0 Second Floor: TO r SF +Additional Fee ( .�): $ Other: SF SF X$ , =$ Total: SF +Initial Fee: $ +Additional Fee $ C OF O FEaSO, O® A S B U I L T FEE - �'�' v�0 TOTAL: $ 1 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHICDESIGN CRITERIA: .Ground Snow Load:20 . Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe -Frost Depth: 36" Termite:M-H" Decay: S-M Design Temp: I -Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANC'Y CLASSIFICATION: HEIGIT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA.: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN , FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WD\TDOW AND DOOR SCHEDULE: ,MISSLE TEST REQUIREMENTS: Y/N. EGRESS 5.7 S.F.: YIN ti LIGHT 8%: Y/N VENT 4%: YIN NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N . CERTIFICATION: Y/N ENERGY CALCS: Y/N (RESCRECO TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) JN M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com PROPOSED 2ND.FL.ADDITIONFUM - Tmll IT LLJ i : : i i : i i . i i : , ! : , , : z : w REAR ELEVATION uJUw — n SCALE: 1/4n — 1r-0 Ww wA � 0 o x Z a 0a " z V Z CON3PLY WITH ALL CODES OF W -9� C NEW YORK STATE & TOWN CODES AS REQUIREDANLmi So OLD TONlN O SOUTr`3i N PLANNING BOARD SOOT D TO'�. TEES . �. S.DEC ELECTRICIAl. - INSPECTION! REQUIRED : APPROVED AS NOTED DATE-4 3 I B.P.# 3 L(*76 n `f o F BY -- .-- NOTIFY BUILDING DEPARTMENT AT : OR THE 765-1802 8 AM TO 4 PM F FOLLOW ING INSPECTIONS. DETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 t FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ©F THE TOWN CODE. 2 ROUGH FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR - DESIGN OR CONSTRUCTION ERRORS. DRAWN BY: M H n October 30, 2009 SCALE: 1/4" = 1'-0" RIGHT ELEVATION SCALE: 1/4" = 1'-0" SHEET N O: 1 I, ^0 M 0 H r7Design Services I I www.mchdesicinservices.com t I W16 STATNIESSSrm 1 i 1 I I 1 (631)298-2250 I OR GALVANIZED D WOOD SCREW012- W/ 1 I ( I 1 l 1 WASHERS®17"O.C. 1 1 e-mail: II I I i iI I y'I II roc ; michael@mchdeSignserviceS.cOm Sa' I I I 1/T APA RATED SFEATIING I GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B) 1y I II ll1'(AITERNATAPA RATED SHEATHING I I I ® I I GRADE PLYWOOD [VNE:7/16"O.S.BJ I W30$ GALVANIZED A OR GA ' I OR LVV STE3 ANIZED WOOD SCREWS W/ WASHERS 012"O.C. 1 _— ( I I WINDOWSILL ' I 1 I I t I I I I I I 1 I I I I ` 1 I II I 1 1I ` MISTING ' i i i EXISTING BEDROOM 1:^oc ' ( ( i -------------------------------------------- 1 oilITI it I I I I I I /4^APAPLYWOOD � o SHEATHING 1 1 ----------------------- ------------------------------------------ 1 1 4 i 0 11 1 I i tV) 11 Ph ZX4 DFk2C STUDS IN WID STAINLESS STEEL I I V, i OR WLVAN 1FlD I I I WOOD SCREWS W/ WASHERS 0 12"O.C. I I 44 00 1 II I MULTIPLE PLYWOOD ASSEMBLIES OGETHEFWITH STA STUDS CONNESTED II I TOGETHER WITH STAINl/'W STEEL II OR GALVINIZEDNUT BOLTS W/WASHERS I i AND NUTS 02qD"O.C. I I I WEND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL EXPAND EXISTING DORMERI. I(2)2X6 HDR r ' , ---- ------------------------------------------------------------- W AS PE:R TABLE 1609.1,4, N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) (REAR) w . WINDBEORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 3046-2 AND MPAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 7 -31/2 I 6'-21/21 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,16D9.6,5 AND TABLE 1609.1.4 OF N.Y,S.RESIDENTIAL CONSTFRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE,ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANNELS 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. HARDWJARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, Ae 2ND. FLOOR PLAN `� w SCALE: 1/4" = 1'-0' O 0 GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A Z �I SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOCODING,CAUSE SURFICLAL STORM WATER MANAGEMENT DETAILS CIO FLOODING OF GROUNDWATER,OR INTERFERE WITTH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. z Ln DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WEELL.FINALLY,A DRY WELL ■T t r ' CN SHOULD BE PROTECTED BY EASEMENT,DEED RESTRIICTION.ORDINANCE,OR OTHER �i O LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. GUTTERS DOWNSPOUTS DRAIN PIPE THE BOTTOM OF THE DRY WELL MUST BE AT LEAST'2 FEET ABOVE SEASONAL HIGH [ ^ WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY GUTTER SIZE ROOF AREA ROOF AREA DIAMETER OF ROOF AREA ROOF AREA DRAIN PIPE 1/8"SLOPE GPM 1/4"SLOPE GPM �/ DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRAD)E SOILS. (INCH) 0 W6"SLOPE p 1/8"SLOPE LEADER(IN) SQ.FT. GPM DIAMETER CONSTRUCTION: 3 340 480 2 1088 46 3 1644 68 2320 96 O FOR DRY WELLS,PROTECTION OF THE SUBGRADE SCOILS FROM COMPACTION BY 4 720 1020 2.1/2 1974 82 4 3760 156 5300 220 CONSTRUCTION EQUIPMENT AND CONTAMINATIC i AND CLOGGING ARE VITAL. PRIOR TO ITS CONSTRUCTION,THE AREA TO BE U56ED FOR THE DRY WELL SHOULD BE 5 1250 1760 3 3220 134 5 6680 278 9440 392 CORDONED OFF TO PREVENT CONSTRUCTION EQU APMENT AND STOCKPILED MATERIALS 6 1920 2720 4 6920 288 6 10700 444 15100 628 FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATIOItN SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALLL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. MATCH EX. PITCH TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, ASPHALT ROOFING DRY WELL CONSTRUCTION SHOULD BE DELAYED UN14TIL ALL OTHER CONSTRUCTION ICE WATER UNDERLAYMENT SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY 1/2"CDX SHEATHING TEMPORARILY OR PERMANENTLY DRAIN TO THE DFRY WELL ARE STABILIZED.THIS 2X9 DF#2 RR @16"OC DELAYED CONSTRUCTION EMPHASIS THE NEED,AS[DESCRIBED ABOVE,TO CORDON OFF THE DRY WELL AREA(S)TO PREVENT COMPACTTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONJSTRUCTION ACTIVITIES,SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRCDNGLY DISCOURAGED.WHERE UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BAASIN SHOULD BE A MINIMUM OF ROOF AREA:140.0 SQ. FT. 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF TWE DRY WELL BOTTOM. 2X6 DF#2 ACCUMULATED SEDIMENT CAN THEN BE REMOVED 1 WITHOUT DISTURBING THE AT 100%WATER RUNOFF:23.4 CU. FT. r CZT SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICHR21 INSULATION SHOULD BE ESTABLISHED ONLY (175 GALLONS) ION AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRRAINAGE ARE IS COMPLETED AND i DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED)UNTIL ITS DRAINAGE AREA IS PROVIDE DRYWELL WITH ABOVE STABILIZED,DIVERSION PIPING OR OTHER SUITABLE:MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTIONJ TO DIVERT ALL RUNOFF AND MINIMUM CAPACITY SEDIMENT AWAY FROM THE DRY WELL THESE DIVEERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN TFHE DRY WELL'S DRAINAGE AREA SIDING TO MATCH EXISTING IS COMPLETED AND THE DRAINAGE AREA STABILIZEED. 30#FELT UNDERLAYMENT STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTfS AND COMPACTED USING PLATE 1/2"COX SHEATHING COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESSS OF 12 INCHES IS RECOMMENDED. 2X4 STUD WALL 016"OC EXISTING PRETREATMENT: DRY WELLS TO BE 10'MIN. R13 INSULATION AS WITH ALL OTHER BEST MANAGEMENT PRACTICEN,PRETREATMENT CAN EXTEND THE AWAY FROM HOUSE FUNCTIONAL LIFE OF A DRY WELL,WHILE GENERALILY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BEE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND,DURING SITE CONSTRUCTI'ION,SEDIMENT AND DEBRIS. THEREFORE,ROOF GUTTER GUARDS AND/OR SUNAPS OR TRAPS(EQUIPPED WITH OO D �' EXISTING FLOOR CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULID BE INCLUDED WHEREVER O 0 PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL. NOTES: OGEE GUTTER-STANDARD 51 EXISITNG DRAWN BY: M H 1).EXECUTION: }October A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. October 30, 2009 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). BSTR PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ALE■ 1 4 _ 1 r_0 EE METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. EXISITNG 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. C 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. SHEET N O■ a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CROSS SECTION CONNECTION WATERTIGHT. \ P ) 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. r B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL SCALE■ 1/4" 1 r-011 COMPLETION. i M C H Design Services www.mchdesignservices.com phone: (631)298-2250 e-mail: michael@mchdesignservices.com NYS ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT,WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 4RESch ck Software Version 4.3.0 1),INSULATE HEADER UNCONDITIONED BASEMENTS: 2).SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1).INSULATE THE FLOOR ABOVE THE BASEMENT.REFER TO PLANS FOR REQUIRED R-VALUE. it i fi 3).SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2).INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. 0 ' nce BEAD OF LOW-EXPANSION FOAM,OR FOAM BACKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. fi �i ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE w„ 1).CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. Rl4h tea: � �� SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. r"Canis rvabon ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3).CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. ConsbucIffon Code BE SEALED. 4).CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. 1.o0t'.Im SulTol4 County. New York RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): CoI'Btuetri N t3ahed 1 or 2 Fanflly RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG Ke+3t'g Typar Non-El CONTACT("IC"RATED),AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. fia=IngAma PemeMap: 1 O INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2).CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. Kee-.' g Die Days: 57� SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 293). UNITS WITH A LABEL THAT REFERENCES THIS 1ST,FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1),FULL INSULATE JOIST CAVITIES. Cons'.nirian S�e: 4 mer�r; r°d�'"3�C, '�c i�Cl-_ Vol BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. Mr3I9 R [:e SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER F77 I: MATERIAL IS THINNER THAN WALL CAVITY. FIRED HOT WATER TANKS, HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) �.-,--_ -. .._ _. W .•- -.�� .�. _. .:.... .._..._ _.,..__ w MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. zTe: Ilkimfttvi Uk 25 Your UA:75 w ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 49"O.C.AND AS NEEDED FOR NAILERS. IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. !' TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. ' PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT.THIS INCLUDES g� I INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: CO .9_Mt.Ce, ar.a+AlswTtuss. 116: 21.01 CID 5 W SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. �r ( 7 HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: Mil t WoM Fram.Wax. 1165 113.0 0.0 1� z W HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1),SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2).SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. 1y h-C1 m I:V%k34d Frane.113"e Pme illt LcPA%-E 30 0.31 D 9 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. W HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING.THE BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. w THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN T �he blf�"i'A��.M Pd 1<'1'1�`L'S��Id"t?A�Pilt IS•CD".�lS{B!1�.win 1f'le htdlIng praltB,it�iE{� �,31d t�f.'*f C'c.'CX!'a3b0Et5 i�r ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: Wth'�s perit app "Bean-The pimposeff qjslaris haw seem desky ed to G•tW the 2W3 Mj°w Yat Enm_ f Camenr&on Cawbvdlon F� MINIMUM EFFICIENCY STANDARDS. 1).IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE ECome femitem"'tas'f,mfl a' � PI''.31`e55'om1 1'm Sir3.'Tp {l w=ognea Cils��'-.1"t=�'at�c=e�1" ti'�3t ca}�e Ili��i� � •• HVAC CONTROLS: CEILING WITH ADHESIVE. ,. .,r, ��„ and �,� c, 1 4 such ar, om am in m }me WOM n1S a CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM � '� �`� � ►� CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. ^ w (FOR HEATING)AND/OR 95 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. C HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. 1g3'r.2-TVa Q hO--II SUSPENDED OR REDUCED.SIMILARLY,HUMIDISTATS MUST HAVE THE CAPACITY TO DROPPED SOFFIT ON INTERIOR WALL: O W PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE USE PLYWOOD HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT O a V TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN INTERIOR SOFFIT ON EXTERIOR WALL: VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR 1).SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. Z GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE Q V) V DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3).SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. Uj z UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: 0 R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO /'� DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES, BASEMENTS AND CRAWLSPACES PREVENT WIND WASHING. V MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE 2).IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. THE INSULATED ENVELOPE A THE HOUSE. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. O IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. WALL PLATE. DUCT SEALING: cim DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECCCNYS 503.3.4),ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE FULL LOFT: MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. O SEALED,ALL CONNECTIONS AND SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND TAPES MEETING UL 191A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. UL 191B MAY BE USED FOR FLEX DUCTS.DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING WRITTEN MATERIALS: AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3).A LABEL REFERENCE TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES: INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT F R-VALUES: O AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR DOCUMENTATION ATIONUNFAC FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ACCESS OPENINGS: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE VENTILATION RATES. SAME R-VALUE AS THE SURROUNDING AREA. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE P 0'?0_d Tl�e: RE date: 11TWA39. A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1), PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. �' 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Mttlenams: CAProgrzn Ii�Ie JC1"� 4'S1�E�� "T^O^.nit Page j of I DRAWN BY: M H October 30, 2009 SCALE: 1/4" = 1r-0" SHEET N O: j:,V l i '-d I M C H Design Services WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, www.mchdesignservices.com phone: (631)298-2250 e-mail: KING STUDS michael@mchdesignservices.com RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE 0 RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 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 APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL. 2ND. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH 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 FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD � THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF _ VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN ` VENTILATION WOOD JOIST ' SIDEWALL FLASHING O FOUNDATION TOP PLATE BLOCKING - - - - - - - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA GUTTER 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ATTIC SHALL BE PROVIDED WITH A /^ AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP - - FASCIA V ' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER INSTALL 4'0"O.C. THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ON ALL OPENINGS ,'� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH 1 CONTIN.SOFFIT/EXT.PLYWOOD FLASHING TO FORM CHANNEL OPENINGS OF'A INCH IN DIMENSION. INSTALL 4'0"O.C. , LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8"-14" LSTA30 1-1/4"00"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS `.„ GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN AN(CHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. / ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"-16" LSTA36 1-1/4"06"18ga.STRAP AND JACK STUDS 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS �� '� KEEP ROOFING NAILS OUT OF FLASHING W 2ND.FLOOR WALL ' r � ' _j ROOFING LAPS BASE Wu FLASHING 4 INCHES w RAFTER \ RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, ] EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING t j SHINGLES AT BASE MIN,4 INCHES THROUGH VENT i.� H WOOD JOIST ~� V J w TOP PLATE GIRDER/HEADER SIDE WALL FLY46HIN/ WOOD JOIST 0C-' V 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @49"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36"189a.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED O a U ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2' ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE 5 RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0"O.C. (RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE F- 4 IF ABLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.+;REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLAATES TO EACH STUD OF ROOF z Ln DBL.SILL PLATE W CN TERMITE SHIELD r SUBFLOOR 0 SILL GASKET /, WOOD JOISTS V CONC.SLAB NEOPRENE `/ GASKET - -^`, ; I 2x6 /2x8 CONTINUOUS WOOD PLATE TYP.CONC.FOUNDATION C J 6 MIL.POLY , i BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR O GRANULAR FILL ,q ., - `� , I 1/2 " DIA, }BOLTS 0 48" o.c. STAG, ° 6MIL POLY ON EXTERIOR STEEL COLUMN q v q ROOF JACK �� �� STEEL BEAM o �� � � CONC.SLAB � `. �' '° - � 4" x 114" x 8" STEEL�q O ° COMPACT FILL go ROOFING LAPS i TOP AND BOTTOM PLATE � � � � :D � ° L v FLASHING AT WITH 1J2 x 6 ANCHOR BOLT KEYWAY FOOTING o Q �. Q CONC.FTG. q Q°q o' USE WITH:3x3 SQUARE WASHERS SIDES AND TOP `, I 1/2" GROUT C4 : v ANCHOR BOLT CONNECTION (USP ILBPS58 OR BP583) p REINFORCING BAR FOUNDATION 5/8'!DIA,ANCHOR BOLT I I I 3" STEEL COLUMN CIM DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING NAAXIMUM SPACING FLASHING LAPS - - i i l 10 KIPS SILL PLATE TO FOUNDATION ROOFING AT BOTTOM - - CRAWL SPACE OR FOUNDATION 1 STORY 72"OC TYPICAL $EAM DETAIL C TYPICAL CONC. FOUNDATION,APPLY PILASTERS SILL PLATE TO FOUNDATION WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. RAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL r SUBFLOOR CONC.SLAB I DOORFRAME 6X6 10/10 WWM GARAGE_ COMPACT FILL i DOOR I I USE 2X8 G JOIST FOR BLOCKOUT STEEL BEAM t� 4" SLAB SLOPE P.T.PLATE W/ bXb WMM 4 DR VI=WAY—S. NOTCH JOIST AND ADJUST HEIGHT 1/2"AIRS ALE < < a ° e (WITH A NAILING PLATE IF NEEDED) AT END AND e` " q ° e °' ° ° ° ► , TO BE APROX. 1/2 OR HIGHER THAN GRADE -"--z�--"--zr--^--< DES OF WOOD , , ° ° - �' %' BEAMS �°� G° ° � '° STEEL BEAM TO ALLOW FOR SHRINKAGE 4A 6X6 W.W.M. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" D ,c =p c a _ o o c SUBFLOOR 'A Q q L! q / i " ° �\ NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM �l_ 0 u ° —I I !L� q r, ° REINFORCING BAR ', REINFORCING BAR a,° NOTCH EQUALS 1/4 DEPTH OF BEAM1— a a°'°,a� All �OIST DRAWN BY: MH DRAIN TILE I. I ° SHEET METAL/30#FELT UNDERIBEAM AT POINT I C�` 'o, 3 OF CONTACT WITH CONCRETE OR CONC, BLOCK STEEL BEAM '71 - 12 TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) October 30, 2009 REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE F(OR WOOD BEAM GARAGE DOOR BLOCKOUt SCALE: 1/4" = 1'-0 BEAM POCKET "SHEET NO: _ - a 't M C H Design Services www.mchdesianservices.com ENERAL NOTE WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: phone:PLAN 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL e-mail: 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING michael@mchdesignservices.com When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'vWALL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'VNALL:4-8d COMMON RAFTER TOE-NAIL 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,ceiling 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 fall in line with studs below, rafters TO TOP PLATE 10'VVALL:4-8d COMMON JOIST g Y P g g p P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 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 AF&PA WOOD FRAME CONST. MANUAL for One and Two Family Dwellings construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 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 40 meets current federal, state, county and local codes, ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 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 not fall in line with studs below,the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions shall take precedent over scaled drawings. LIVE LOADS PSF ROOF (GROUND SNOW LOAD) 45 P g RIM BOARD EACH END ( ) DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2- 16d COMMON ROOMS (OTHER THAN SLEEPING) 40 ( ) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift TO RAFTER END NAIL ROOMS (SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under construction means, methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 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 the anchor bolts.Anchor bolt EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 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 JOINTS FACE ROOF-FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMON 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 wood structural panel on the exterior 2- 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE O attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field,and STUD O.C. NAIL yrn„ P 9 FIRE PROTECTION 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 5d cooler nails at 7"o.c. at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&Co DETECTORS ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets,trims,etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL �~ in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION V) 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 3.6 RELEASE 1a FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE T0:FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans,elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD UJ determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HFAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed (virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST T0: PER TOE X �,j„� 2.4.4.2 and 2.2.4 respectively. 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: U 4).Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE w with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#4 re-bar, 18"long at 12"o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted,all slabs on grade to be 2500 s.i.. Concrete to be BLOCKING EACH TOE g P� TO JOIST 2-8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES: 1,3 W 9 CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• � w o Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. ( ) UJ to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3- 16d COMMON @ @ NOTE: 2 FOR PANEL FIELD 6"maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL F� along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 H 6).Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8dCOMMON PER TOE � W 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. P4 (� 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 O the below grade portion of exterior walls prior to backfillin All fasteners, hangers and anchors to be alvinized or stainless steel. 3- 16d COMMON O c) g p g. 9 9 TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per section R405 of N.Y.S. Residential Construction Code, 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. a V Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 P P P 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0 FRAMING NOTES into concrete with a minimum 1/2"dia x 8"long anchor bolt 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. ►--r 1).All framing techniques and methods as prescriptive design of(AF&PA)Wood Frame E-4 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION QTX SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For C/� V Const. Manual for One and Two Family Dwellings(WFCM); or as specified in R301.2.1.1 Use a minimum 1/2"dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q below grade. Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted,all framing and structural wood material to be#2+ BTR. g P g STRUCTURAL PANEL 8dl WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �„ ,,,� o Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE r-+ SHEATHING LOCATION NOTES 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 between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION OTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) �^ where needed. 4' EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. NOTE: 2 FOR PANEL FIELD v, GYPSUM 7 O.C. EDGE 4). Unless otherwise noted all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. 5d COOLERS 0 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.0 . 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 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 NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O and blocking where applicable. Q . SPACING 5 .All flush beams/headers to be installed with heavy du alvinized hangers and 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 Y duty 9 9 PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C. EDGE 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 as 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 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 15d COOLERSWALLBOARD 107" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c."O.C . IELD on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. FLOOR SHEATHING: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION Qn SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole 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 adhearing 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. THESE NOTES ARE ONLY TO BE REFERRED TO IF 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8 - FIREBLOCKING REQUIRED 2). HVAC subcontractor is to fully coordinate all system data and requirements with the adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 3). HVAC subcontractor to provide final system layout drawing 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 to have 1/2"thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the 1panel edge to obtain higher ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 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 Construction 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 fireblocking in walls constructed DRAWN BY: MH using parallel rows of studs or staggered studs. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, October 30 2009 13).All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R313 to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings. � be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. I of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2, N.Y.S. Residential Code. SCALE: 1/4" = V-011 AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENERALLY 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED : t: -;,. . „ SHEET N O: 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code.