The URL can be used to link to this page

Home My WebLink About31608-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33274 Date: 09/17/08 THIS c~aTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 3600 ROCKY POINT RD EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 21 Block 4 Lot 6 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 14, 2005 pursuant to which Building permit NO. 31608-Z dated NOVEMBER 16, 2005 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 ALTERATIONS AND ADDITIONS, INCLUDING DECK AMD COVERED PORCH, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PETER T NICOLELIS ( OWNER ) of the aforesaid building. S~3FFOI~(CO~DEP~4E/~T OF HF2~LTH~_PPRO¥1~L N/A ELRC"~RICAL CERTIFICATH NO. 2096553 07/02/07 ~L~ERS C~TIFICATION DATED 04/16/07 GREENPORT PLUMBING ~~rized-Signature Rev. 1/81 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 ths'"'following: A. For new buildiug 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 2/10 of 1% lead. 5. Cowanercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from ardhitect or engineer responsible for the building. 6. SuNrfit Plmming Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings aud "pre-existing" land uses: 1. Accurate sm~zey of.property showing all property lines, streets, building and unusual natural or topographic features 2. A properly completed application and conseut to inspect signed by the applicant. If a Certificate of Occupancy is denied; the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alteratious to dwelling $25.00, Swinuning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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, Co~ranercial $15.00 New Construction: Old or Pre-existingcRpilding: ~ (check one) House No. Hamlet Owner or Owners of Property: ¢~"~-~ t ~(~) (...~ Ltl S Suffolk County Tax Map No 1000, Section____~.I Block Ot'~'~ Lot 00~ Subdivision Filed Map.~~ Lot: Date of Permit, ~kOV {6 ~pplicant:'~~''~~~--' '~ k ~ 0~ ~ ~S PenmtNo. ~ [~DO, C~::> Health Dept. Approval: Planning Board Approval: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 u,_o,.. DEP; B~UILDING DEPARTMENT TOWN OF SOUTItOLD CERTIFICATION Building Per4nit No. Owner: (Please print) print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this '2. ,., ,) day of '3'., 13 , 20o'~ Notary Public, 5 -, 45 .~ ~ { k Cotmty John M, Judge NOTARY PUBLIC, State of New York No. 01JU6059400 Qua ified In Suffolk County Commission Expires May29, 20 I {. ' -- (Plhz4bers SiglS~ture)- - ' BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERSi BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by HUBBARD ELECTRIC PETER NICOLELIS 178 HUBBARD AVE 3600 ROCKY POINT RD RIVERHEAD, NY 11901, EAST MARION, NY 11939 Located at 3600 ROCKY POINT RD EAST MARION, NY 11939 Application Number: 2096553 Certificate Number: 2096553 Section: Block: Lot: Building Permit: BDC: ns11 ' Described as a Residential 2'100-2999 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of July, 2007. Name QTY Rate Rating Circuit Type Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 6 0 Smoke Appliances and Accessories Dish Washer 1 0 1.2 KW Cooking Deck I 0 30a Amps Oven 1 0 30a Amps ~ PumpMotor I 0 I H.P. Furnace I 0 Oil Exhaust Fan 3 0 F.H.P. Air Conditioner 2 0 36.000 BTU and Devices Wiring Outlet 52 0 Fixture Fixture 51 0 Incandescent 1 0 Flourescent Fixture Outlet 78 0 General Purpose seal P'eceptacle 49 0 General Purpose Switch 57 0 General Purpose Continued on Next Page 1 or' 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by HUBBARD ELECTRIC 178 HUBBARD AVE RIVERHEAD, NY 11901, PETER NICOLELIS 3600 ROCKY POINT RD EAST MARION, NY 11939 Located at 3600 ROCKY POINT RD EAST MARION, NY 11939 Application Number: 2096553 Certificate Number: 2096553 Section: Block: Lot: Building Permit: BDC: ns11 Described as a Residential 2400-2999 square f. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outsidc, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of July, Name QTY Rate Receptacle I 0 Receptacle I 0 Multi Outlet System 12 0 Paddle Fan 8 0 GFC1 Circuit Breaker 3 0 20a Disconnect 2 0 60a Receptacle 6 0 Service I Phase 3W Service Rating 200 Amperes Service Disconnect: I 200 Meters: I Rating Circuit Type 20a Laundry 30a Dryer Air Conditioner General Purpose cb seal 2 of 2 This ceAificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31608 Z Date NOVEMBER 16, 2005 Permission is hereby granted to: PETER T NICOLELIS 382 SILAS COURT SPRING HILL FL, 34609 for : ADDITIONS AND ALTER3~TIONS TO AN EXISTING SINGLE FANILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 021 pursuant to application dated NOVEMBER Building Inspector to expire on MAY 3600 ROCKY POINT RD EAST MARION Block 0004 Lot No. 006 14, 2005 and approved by the 16, 2007. Fee $ 786.60 ORIGINAL Rev. 5/8/02 .~ITUATE, FAST PIAI~ION SUFr--C~k:: ~:::ILINT(, mTO: 334.59' 338.9~' JOHN C. EI-ILERS LAND SURVEYOR P.O. Box 933 Cutchogue, New York 11935 Mark K. Schwartz, AIA - Architect, PLLC February 20, 2006 Southold Town Building Depadment Main Road Southold, New York 11971 Re: Nicolelis House 3600 Rocky Point Road East Marion, New York SCTM# 1000-21-04-06 Bldg Permit # 31608 To Whom This May Concern: I have been back to the site and inspected the poured concrete footings, pargeted walls and damproofing at the aforementioned property. This work has been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, NicolelisBldgDeptl.doc k~: Mark K. Schwartz, AIA - Architect, PLLC P.O. Box 933 Cute]rogue, New York 11935 Phone: (631) 734 -4185 Fax: (631) 734 -2110 August 29, 2008 Southold Town Building Depastment Main Road Southold, New York 11971 Nicolelis House 3600 Rocky Point Road East Marion, New York SCTM# 1000-21-04-06 Bldg Permit # 31608 To Whom This May Concern: I have been back to the site and reviewed the as-built valley rafters (as shown on Sketches 1 & 2. The trimmed valley rafters (spanning 3'-6" and 5'-0"), to the best of my knowledge, meets or exceeds NY$ code requirements. Please call this office if you have any questions or require additional information. Very truly yours, NicolelisBldgDept2.doc 'T'W2~2 9'-0" HZGH 2X4 11'-6' OFFICE I N'SPE TION [~TION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: · INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] ROUGH PLBG. [ ]INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ~'~?~IlNG / STRAPPING [ ] FINAL [ ~,,]"'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~ ' ~,~~.~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~ INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ~-~- 2-.~- ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [/~ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION ~.]~FRAMING~/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] I~LATION FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST/~ CONSTRUCTION [ ] RRE RESISTANT I"ENETRATION RE M J R K S :~'~/~ DATE INSPECTORShiP- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~I~AT~N [ ] FRAMING / STRAPPING [ [ ] FIRE SAFETY IN,~I'ION [ ] FIRE RESISTANT PENETRATION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INS~L~ // // '~ [ ]FRAMING / STRAPPING [~FINA~ ~ / [ ]FIREPLACE & CHIMNEY [ ] FIRE SJU:~]:~IFINSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE -- / / ~ INSPECTOR ~ FIt3LD INSPECTION REPORT ] DATEI COMMENTS ...................................... ?!,,¢ ~.~. ~ ~ ~. STATE ENERGY CODE / -- -~0 C TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 1!971 . TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined /¢~/ , 20 J~- Approved ////~ , 20 .}~ Disapproved a/c Expiration BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. ~. Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Phone: APPLICATION FOR BUILDING PERMIT c t Date 'g J- ,20__ ' ~L._.-~X'-~ ' Y 0 i INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adj dining 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 conm~enced 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; th~ 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 B~ilding 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~gulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Mailing address of applicant) State whether applicant is owner, lessee, g~ent,Zh?tect~, ngineer, general contractor, electrician, plumber builder or Nameofownerofpremises ~Q~.~T~- ~ .t~6 A'/~/ /~/[ COt~ 6/.$ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officm') Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on ghich prop%ed work wi~ be done: $60o tc, cr. r a , 7-1 o ,4 rT- /q4/d House Number Sfreet Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~ ~- Filed Map No. 'Lot 06 Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existinguseandoccupancy ~I.~}~LI~ Fw~w~t!t.,ff b. Intended use and occupancy ~.~,'~__._ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Addition ~ Alteration .Other Work Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dime ' ~ ~--l~ CDC _~f-~J..f' 7. ns~ons o~ existing structures, if any: Front Rear .Depth_ Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Dtmenslons S ~-- .f' rd t~ · ' of entire new construction: FronF/ Rear Height Number of Stories Depth Rear 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 ~ 4.'0 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO~t/ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises tVt¢o~,~,,ta Address ~'.,~P~.. ta~/ Phone No. NameofArchitect /~.,,~'/~/Z- ,~H~,",~/~ Ft... Address PhoneNo Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO J~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE~LEQUIRED. b. Is this property within 300 feet ufa tidal wetland? * YES NO /~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY QF~ 0 ' /44/4/z being duly sv~orn, ~leposes and says 'hat (s,he is the applicant (Name of individual signing contract) above named, (S)He is the (ContraCtor, A~enL Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swum to before me th/s~. ~ ~.-)wt,. day of(~-~-~ ~ 20 OC Notary Public BARBARA ANN RUDDER Notary Publio, State of New York No. 4855805 Qualified in Suffolk County Commlsaioa Expffaa April 14, ~w 0018 2 TW3046 (AA.) $ 571.08 $ 1142.16 RO 81ze ,~ 3' 2 1/8" W x 4' 8 718" H Unit Size = 3' 1 518" W x 4' 8 '718" R Unit, Eclunl 8ash, White/Clear Pine, High Performn.ce Olnas, Divided Light wil~ Spacer, Colonial, 4W2I-I, 7/8", High Definition Ct~mrer, Chaml'er, Ext Grille - White, Iht Grille - Pine (Eaoh 8nsh) APP~ R0~/ED AS NOTED 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2, ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST GE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WiTH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQyI~ExD AND CONDITIONS OF .~_./L_~ SOL~0LD TOWN ZBA /i / / /i SOUTHOLDTOWNPLANNINGBO~D S OUTHOLD TOWN TRUSTEES N.Y,S. DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FLOODZONE~ _C. OM PLY WITH CHAPTER '4~' PLOOD DAMAGE PREVENTION 80UTHOLD TOWN CODE. UNDERWFI[TERS CERTIFICATE REQUIRED CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. PL UMBER CERTIFICATION ON LEAD CON'CENT BEFORE CERTIFICATE OF OCCUPANC~ Y SOL DER, USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. ALL CONSTRUCTION SHN. L MEET THE REQUIREMENTs OF THE CODEs OF NEW YORK b-'TAT£ RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45-10C OF THE TOWN CODE. PgUMBING . /[LE J~UI~'~ING WAST'~ & wATER LINES NEED 'rI~$TING~ BEFORE GeV~ 10/19/05 [MEN.) (TYPICAL) PROVIDE GU'CCER5 AND LEADERS TO UNDERGROUND DRYWELL5 NORTH ELEVATION SCALE: 1/4" = 1'-~0" DRAWN: MH/MS A-1 VERIFY CONC'(~BO~ANL~~ 3- 1-3/4X9-I/2 ML BIRDER ~m ~ _[__ UP: 30' STEP WINDOW SCAPEWELL SCALE: 1/2"= 1'-0" 4]II C]~PICAL) PROVEDE PRICE FOR: WINDOW COVER & GRATE COVER 2XE LEDGER CONNECTED TO HOUSE W/2 - 1/2" DIA, GALV, BOLTS W/WASHERS REMOVE EXISTt N G PIERS AND REPLACE WITH NEW FOUNDATION ® NEW EXIST NOTES: ...... ! .................... J 6), NEW FLOOR SLAB TO BE 4" THICK PROJECT NORTH FOUNDATION PLAN SCALE: 1/4" = 1'-0' DRAWN: NH/MS November 09, 2005 SHEET NUMBER: BATH KTrCHEN BEDROOM EXISTING DECK (TO REMAIN) EXISTING 1ST. FLOOR PLAN SCALE: 3/16": 1'-0' L U S H MASTER BATH LIVING ROOM 12' 10 BEDROOM No. 1 DINING AREA __NEW COVERED PORCH ENTRy ENTRY W! SIDELIGHTS 6'-5 1/2" 6'-O 1/2" PROJECT NORTH 541.0" C235 CW135 BILCO DOOR KITCHEN WALL TO BE B FLUSH WITH NEW WALL IN KITCHEN UTILITY I .NEW DECK~ NEW EXIST SUNROOM NEW PORCH EXISTING DECK 5'-0" S'~lO 1/4" 1ST. FLOOR PLAN SCALE: 1/q" = 1'-0' NOTES: I SHEEr NUMBER: BDG DEPT. REV, s~"r ..........._/~ ~ ............._/_~e- _? ...................... , ~ ~ .... m M ),/ m ' ~ BATH ~ m : ~ ~ OFFICE i m ~ [ ~ I / m =~ ~ m ~ m m NOTES: ~ m I ~ ~/~ I : 4), CHZHN~ TO BE F~HED W~H L[AD COATED COPPER ~P[EAL), / I ~3 ~ _ _~ ........... ~ , ..... .,,, ~ ................ . ~ __ ~ ~ ~ ~ 3I-4,8129'' LT ~ ~ ~ ~' ROOF P~N ' '~ ~ ~ ~ 2ND FLOOR P~N ~ SCALE: ~/4" = l'-0J' ....... 5 ....................... SCAkE: 1/4" = USE ICE ~ WATER BARRIER UNDER~YNENT, USE GALVANIZED (ZINC ~ATED) ROOFING ~ - ~ - =~)1 ~_ - BOTH VAPOR BAR~ER AND SHINGLES ARE TO BE IN~ALLED AS PER MANUFA~U~S ]NSTRU~ON5 ..... (NO~; PROVIDE 1~ ~R SPACE B~EEN ROOF SH~THINO AND INSU~TION ~OR ARE~ A~E~ED) CO DOOR 9~1/2" T~[230 WOOO-I Fi ~12DC ~ .... SECTIO C-C SE IO SCAk~: 1/4"= 1LO" "~ ~~ SHC ~ER ~ D.W. W.M, I IIF~';,L % I GALV. BOLTS 1 114~ 3, 1112 -- ~--- , 2 ~1C,O. ~2XS Acq bi e16"OC C.O, I~ 1 114' 3 ' 2 ~ ..... CLEAN ~ ~.~ , ~~ ~ out --. SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"c J, ~ TO APROVED ~ I PLUMBING SCHEMATIC --~ -~'-_ SCALE: 1/4" = 1'-0" 4,, TYPICAL WINDOW OPENING (LESS THAN 4'-0X8~-0'' OPENING) Z S 6o42'20" E 338.97' N 6°~42_'20'' W SITE PLAN SCALE: 1" = 20'-0' TYPICAL DOOR OPENING (LESS THAN 4'-0XB'-D" OPENING) TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0XB'-D" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRLJCTURAL PANEL AS PER TABLE 1609,1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED, (REFER TO SECTION ~.509,1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. REBIDIENTIAL 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, SHU1-FERS MUST BE MARKED FOR WHAT OPENING IT I!S TO COVER. HARDWARE MUST ACCOMPANY SHUI-~ERS FOR INSTALLATION. DRYWELLS TO BE 10' MIN, AWAY FROM HOUSE -'11~11/~111~,111=' OGEE GU'I-FER - STANDARD 5" NOTES; INSTALL DRYVVELLS AT EACH CORNER OF HOUSE BUILDING GU1-FER AND DRYWELL DETAILS _ _,, '49.00' _ -_i CO DRAWN: MH / MS SCALE: ~./4"=ll-O" ]OB #: November og, 2005 N.T.S. I r. ~h.. ~t~ ~, bo~h ,~e. 'able B- Intermediate or Cantilever Suppo~ BEAM and COLUMN DETAILS ~LLOWABLE HOLES - Beams and Headers BEARING FOR DOOR OR BE~ TO BEAM B~RING AT CONCRETE d~ddigonal nailing or bolting may be required with ~=r~'~"'~"'"~'"~'"""'""~'"~""'~*"~"'"~'~'"~'""'~""~"~'~'~" This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. orH~) ! WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING APPROVED USP METAL CONNECTORS FOR PROPER UJIND RESISTANT ~. GOOD CONSTRUCTION. FOLLOB M~NUFACTU~E'5 ~ECOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS ~ ~ RAFTER ~ J WALL STUD ]~ , HEADER ~ DOUBLE JOIST , _ SIDEWALL RAFTER JACK STUDS ~ FLOOR~USP NUMBER DESCRIPTION APPUCATION ST. ADS5 ~OLD 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 USP NUMBER~ DESCRIPTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION CONNECT TO 1 SIDE OF ALL CORNERS ON APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ~ LOCATION JSP NUMBER DESCRIPTION )APPLICATION LOCATION~ 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ~LL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LST~4 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER ~PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ~ FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THEFLOORSTOEACHOTHERW/THREADEDROD ~LLOPENINGS RT3ORRT7 ~DOWNANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS21~ 18ga. SLOPE HANGER ~PPLYTOEACH RAFTER/LEDGER BLOCKiNG~24.OC WALL STUD ~ ~ ''~ VENTS SELECTED AND THROUGH-ROOF EXHAUST GATED BY CONTRACTOR METAL ST~P ~ CRICKET AT TOP-SIDE OF ~' VENTILATION CHANNEL AS REQUIRED RIM BOARD ~ ~ CHIMINEY RAFTER ~'-- ~ 81EL PLATE(S) ~ ~ ~ , WALL SHEATHING ~FTE~5 MAINTAIN ' . ~ VENTILATION WOOD JOIST ~ ......... ~/ 2x4 SOFFIT JOIST A~IC SHALL BE PROVIDED W'TH A ~EA -- ~' ~ FASCIA MINIMUM NET FREE VENTILATING A NOT LESS THAN 1/150 OF THE AREA OF ~ ~ - GUTTER THE SPACE VENTILATED. ALL OPENINGS OFIF~T / EXT, PLYWOOD ~ ~ ~ BAR~IER TO LAP FLASHING STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC / / / AT W,rALL -- MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ~ / ~ ~ ~ BE~EEN WALL FINISH AND FLOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION .~ / / ~/ ROOFING TO AVOID SOAKING WALL STUD ~ WOOD GIRDER 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP GNANDALLJACKoPENINGsSTUDS ~ ~ / /~ ,, PROXVIDE HEMMED EDGE AT / R~SISTANT METAL MESH WITH MESH ' ~ / // / ~ FLASiHING TO FORM CHANNEl ~ APPLICATION OPENINGS OF % INCH IN DIMENSION, INSTALL4'0"O.C. , ~ ~ /~ /~ AND ~SO AS TO MAINTAIN AIR LOCATION USPNUMBE~ DESCR~PTION ~OFFIT'ED . ~ CONNECT TO B"- 14" LSTA30 1.1/4"x30" i 8Da. STRAP AND JACK STUDS ~ ~ / ~ ' - .~~ GAP 'TO PREVENT CAPILLARY 4" - 6" RAFTER RTl 0 10-3/4 x 18ga. ~DOWN ANCHOR~EACH RAFTER Z ON ALL OPENINGS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O ~ 8" - 12" RAFTER RT20 -l-liB x 20ga. ~DOWN ANCHOR EACH RAFTER 2ND FLOOR WALL ~ ' FLASHING 4 INCHES I RA~ER ~ RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, ~ ~ ~ S UNDER SHINGLES AT ~ MATERIAL AS ROOFING Z WOOD JOIST : I .i TOP PLATE ~ GIRDER/HEADER [ ' 51 E FL SNINO ~ WOOD JOIST ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS HETAL FLA5NIN~ AT ALL EAVES, 5~DE~ALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RA~E5 -- PRO~I~E NE~ED E~GE5 50 t ~ KEYWAY FOOTING ~, v ~ CONC FTC. ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND T I/2'~ ~OUT ~ ~', ~ -. , '. ~ - ~ (USPLBPS58ORBP583) ~ ~ ~ DRAIN TILE~''- F ,. ~ J SUPPORTING MAXIMUM SPACING ROOFINGFLASHINGATLAP~B' ' ~ ' ' O (CRAWL SPACE OR FOUNDATION} I STORY I 72"OC TTPICAL ~EA~ ~ETAIL SILL PLATE TO FOUNDATION 2 STORIES 36" CC 5TELL / ~OTTO~ ~EA~ING ~PICAL CONC. FOUNDATION. APPLY PI~STERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"xl 2"'CONC. FTC. (CRAWL SPACE OR FOUNDATION) WHERE NEEDED FOR STRUCTURAL BRACING. ~ALL BOTTOM PLATE TO FOUNDATION ~ [SLAB-ON-GRADE~ %2 STORIES_ 57"OC ~OOF J~C~5 ~ VENT5 DETAIL 8 I/ ~ SUBFLOOR Z CONG. SLAB ~ i ,, DOOR FRAME ~ ~ G~GE J //// O JOIST , , , , , P.T. PLATE 1/2" AIR S ',/ ~l. ~"112~ , ,,. , ' i , FWOOD/ STEEL EAM TO ALLOW FOR SHR,N GE ~ 'A ,~ A ~'~ 6X6W.W.M. ~'~ <~ ~ 4 ' <~ ~~ ' F ~ NOTCH BEAM FOR MUDSILL IF REQUIRED " MAXIMUM -q A ~ , ~ ~l ~11= I: ~ SUBFLOOR .... ]. ~REINFORCINGBAR ~ , ¢ ~, ~ REIhqFORCJNGBAR ¢ ~ _ '% ' ' ~' ~ :1= ~ 12" ~ ,~:¢%- OF CONTACT WITH CONCRETE OR CONe. "LOCK ~ ~~.' = STEEL BEAM (2) [~ .~ 4'~,~ A ¢{ N~vember Og, 2095 REINFORCE FOOTING WITH (2) ~ REINFORCINIG BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM~E DOOR 5LOCKOUTA~e~ ~e¢~[~ ~/~' SHE~ NUMBER: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE TIlE FOLLOLUIN~ OR APPf~OYED LISP METAL CONNECTOR:5 FOR P~OPEf~ gU[ND ~EStSTANT CONSTR~UCTION, ~:OLLOm MANUFACTUR,~E'5 f~ECOMHENDED INSTALLATION INSTR:UCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, RAFTER-- CRIPPLE STUD --O CLIMATIC & GEOGRAPHIC DESIGN CRITERIA LEDGER GROUND WIND BEISMIC FROS' WINTER ICESHIBLD SNOW SPEED DEBIGN NEATMERIN~ LINE TERMITE DECAY DEBION UNDERLAYMEN1 FLOOD RIDGE , HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REeUIRED HAZARDS ~. ~,..~.,~..~, 4ELBS, 120 8 SEVERE 3FT, MODERATE SLIGHTTO - z~ TO HEAVY MODERATE 1t NONE I RAFTER-TO-LEDGER CONNECTION LEDGERTOSECONNECTEDTOBLDG. USING 1/2"DIA. BOLTS@lG"OCW[TH WASHERS HEADER-TO-POST/STUD CONNECTION I DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION !RAFTER StZ~ I ' - USp NUMBER] DESCRIPTION APPLICATION LOCATION IJSp NUMBER DESCRIPTION APPLICATION d). Unless otherwise noted, all f~aming material to be #1 ACC pressure trebled lumber. .~TA If~ f~AILIN~ '~ LOCATION USP NUMBER DESCRIPTION AppLICATION 2x~-JxS LB26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ALL OPENINGS LSTA12 :L-1/4"xlg" 20ga. STRAP APPLy TO EACH JACK STUD All fasteners, hangers and anchors tn be gaivln~zed or stainless ~teel. RBOF LSTA24 1-~./4"x24" 20ga, STRAP APPLY OVER RIDGE TO EACH RAFTER ~×~0 LB210 18ga. SLOPE HANGER APPLY TO-EACH RAFTER ! LEDGER ALL OPENINGS RT3 OR BT7 I TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to bo bolted or anchored to each pnst or pier with washers and nuts, 1-1/2" SPACE ~ Girders on concrete piers shall be anchored with proper steel connectors anchored MINIMUM into concrete wgh a minimum fl2" die × 7" long anchor bolt with washers and nuts. / ~ footing. Use a minimum ~/2" die x 7" long anchor bolt with washers and nuts. Footings Shall HANDP, A~LS '. RAFTER ~ ~ ~ be 3 fl. below grade. 5), Flashing shall be installed belween the building and ledger. Lappmg up the sheathing POST ~ and nuts at 16" o,c, BALUSTERS 7). All joists lo be supported with hangers and anchors. Each Joist shall also be anchored OPEN ES,&LLISTEFB ~TT~CHEE) TO UJALL WALL STUD ~ WALL STUD ~ ~ 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. ~ '" 9), Use simpson hangers and anchors with Z-MAX tripple protective coating or equal HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ~ ~ ~ / forany co.tactwRh ACe. ALL HANDRAILS SHALLBECONTINUOUSTHE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION I LGCATmN JSP NUMBER DESCRIPTION APPLICATION OF THE STAIRS, HANDGRIP PORTION OF ALL HANDRAILS LOCATION USE NUMBER I DESCRIPTION APPLICATION CONNECT EACH Z -- CONNECTTO RAFTER/pLATE RTl5 TYDGWN ANCHOR RAFTERTO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1<[/4" NOR MORE THAN 2" JN ~" - 6" RAFTER RTL0 ~i0-3/~" x lgga, TYDOWN ANCHOR EACH RAFTER CROSS SECTIONAL DIMENSION~ ON THE SHAPE SHALL __ CONNECT TO I PLATE/WALL 5PTH4 ~TUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2" DIA, GALV. BOLT5 WITH WASHERS AND NUTS PLATES TO EACH STUD Re O F S H EAT H I N G: PROVIDE AN EQUIVALENT GRIPPING SURFACE ~" - 12" RAFTER RTJ0 21-1/8" x LOgo, TfDOWN ANCHOR EACH RAFTER JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTRE STRUCTURAL PANEL 8d ASPERTABLE3.8 ~1 GIRDER/HEADER O : Z G RDE HEADER ROOF FRAMING: · JOINT DESCRIPTION NAIL NAIL Z z JOIST POST/COLUMN ~ QTY. SPACING NOTES :~ RAFTER TO 8'WALL: 3-Ed COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-Ed COMMON RAFTER ~ POST/COLUMN ~ CEiLiNG JOIBT Es, WALL: 3-8d COMMON EACH ~ / TO TOP PLATE 10' WALL: 4-8d COMMOh JOIST TOE-NAIL ~' GiRDER/HEADER CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM- SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION| OVER PARTITION WFCM - BBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION J COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM- BBC END NAIL ;DECK,/PO~CH ~A, II-ING SPLICED JOISTS OVER HEADER/GIRDER~SOLJOCOL¢4N PBS~4/PBSE~/KC44POETCAPANCHOB ~PPLYTO EACH COLUMN BLOCKING EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION gx6 SOLID COLUMN PBS66 / PBSE66 / KC66 POST CAP ANCHOR ~PPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2- Lsd COMMON END NAIL RIM BOARD EACH END JOIST TO GIRDER/HEADER RTl0 TYDOWN ANCHOR CONNECT TO EACH JO[ST ~OLLOW COLUMN SIMPSON STBRi/g H.C. ANCHOR ~PPLY TO EACH COLUMN USE MIN. (g) 1/2" DIA. GALV. 6OLTS WITH WASHERS AND NUTS TO RAFTER 2 - 16d COMMON END NAIL BTU WALL FRAMING: GIRDER JOINT BESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FACE NAIL IST - TOP PLATES AT JOINTS FACE % '" 4- lcd COMMOh " " " INTERSECTIONS EA. SIDE MArl LEDGER -- ' ' - , STUD TO 24" FACE GIN / ER -- II ~,~,, 2-16d COMMON NAIL ~~ ' ~'" HEADER 16dCOMMON ALONGEDGES ~ WOOD JOIST ~ HEADER TO 16" O.C. FACENAiL ~, ;" ~ TOP ORBOTTOM 2-16dCOMMON PER2x4STUD END (.ri ..... PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER BLE2x ~ BOTTOM PLATE TO: O -'Leer JOIST, BAND JOIST, 2 - 16d COMMON PER ~o >. CEILING JOIST TO BLDG. CONNECTIONALL JOISTS CONNECTED TO A FLUSH HEADERTG BESUPPORTEB WITHHEADER/GIRDER-TO-POST CONNECTION LEND JOIST ORBLOCKING FOOT FACE NAIL LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"O6 WITH WASHERS THE PROPER STEEL CONNECTOR. II OR BEAM IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS ] I _OCATION USP NUMBER DESCRIFT[ON APPLICATION · TO ALLOW FOR SHRINKAGE, REQUIREDROD __ ~__~:~11 ,'~) BEAMS PAU44 OR WE44 ~OST / SEAM ANCHOP~ APPLY TO EACH PIER PeR BTU ~/ [3) BLAMEs PAUEs6 OR WEE6 'CST / BEAM ANCHOR ~,PPLY TO EACH PIE~ O .- DECK FRAMING: u FLASHING TUCKED UNDER II ~ ~ NAIL NAIL Z //TOP PIECE OF SIDING AND ~ ~ JOINT DESCRIPTION NOTES LAPPED OVER FIRST CeNT[N, - -- -- ~ / QTY, SPACING PIECE OF SIDING BELOW ~ -THREADED ROD JOIST TO: PER TOE ~ SILL, TOP PLATE OR GIRDER 4- 8d COMMON JOIST ' NAIL TO BLDG, @16" Od ~ TO JOIST 2 - Lsd COMMON EACH TOE WOOD JOIST ~ HIM[HUH POST O BLOCKING END DISTANCE TO JOIST 2 ~ gd COMMON EACH TOE END NAIL -- BLOCKING SILL OR TOP PLATE ]- 16d COMMON EACH TOE BLOCK NAIL FLOOR FRAMING 2x ]OIST5 " :' ,, o,' o ~ END NCR TO BEAM 3- fEd COMMON JOIST NAIL · ' o ' ' ' ', 12"xfJ"x12" __ JOIST ON LEDGER PER TOE ' '" *' "~ '; '" ' CONCRETE FOOTING ~ ~' 3- ad COMMON WOOD GIRDER · ' ' ' . ' HOLLOW COLUMN UPLIFT BANDJOlSTTO: PER //,,~,<~. ~ ! ,~?(~. DBAWN: MH/M5 RIM]OIST/BD. SIHPSON STRONG TIE MODEL STRR1/2 SILL OR TOP PLATE 2-16dCOMMON FOOT T~/~.~'~lb~l~[j~,,,~ SCALE: ~/4"=1'-0" SPLICED JOISTS OVER HEADER/GIRDER INSTALLAS PERMANUFACTURS'S RECOMENDATIONS DECK POST FTG. CONNECTION J: ~"~'~=;~'~.i~ lo~#: PROVIDE BLOCKING BETWEEN ]OISTS THAT ARE SPICED AND LOCATrON USP NUMBER DESCRIFT[ON APPLICATION ~ ~ ~ ?~ J'~'~'~ November 00, 2005 DECK/PORCH LEDGER CONNECTION USE WT['H RTl0 TYDOWN ANCHORS 4X4 POST EAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH FOOTING JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTOP PLATE 10' WALL: 4-Sd COMMOh JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM ~ BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FACE NAIL FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - lcd COMMOh EA. SIDE MArl STUD TO 24" FACE STUD 2 - lcd COMMON O.C. NAIL HEADER TO 16" O.C, FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: -'Leer JOIST, BAND JOIS'i 2 - l§d COMMON PER ,END JOIST OR BLOCKING FOOT FACE NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDEF 4- 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: SILL OR TOP PLATE ~- 16d COMMON EACH TOE BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- fEd COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3- ltd COMMON JOIST NAIL BAND JOIST PER END TO JOIST l-1LSd COMMON JOIST BAND JOISTTO: PER /~,'~/4-' ,,,b :' SILL OR TOP PLATE 2-16d COMMON 5 :ecl:i S · ° ® - erl on es , ,ins1 :ion ii · :a al nst:ruc':lons ' ' XmportantPanel Thermometer Temperature ~_~_ This product is not designed for roof applications. It is Reading Tndicator Lines designed solely for installation on vertical surfaces. 0 Set 1/16" to the left o'f 30 line~~ 30 Set to the 30 line Panels must be installed with nails or screws over a solid 10) Continue to stagger panel courses according to steps anted strand board, or existing wood siding, This product 100 Set to the 100 line i I and 8, alternating each time to assure a random shingle pattern up the wall (see above illustration). cannot be installed with staples. 130 Set 1/Z6" to the left of the 100 line to 1/16" between the nail hean and the panel to allow Each panel must be nailed through the round hole in the 160 Butt panels tight freedom of movement during normal expansion andTnstalling under Window or Opening center of the nail hem to control the direction of normal contraction. Failure to provide this space between nail expansion and contraction, Zf a partia~ panel is being if the brighter cell~ is between the numbered tempera- head and panel will cause the panel to buckle. Do not ~in~°~ ~>~lI installed and the center nail hole has been cut off, drill a ture ceils, position the panel between the correspond- put a nail into the far left slot until the overlapping .1-channel panel is position for installation, furring nail hole in the center of the nail hem and nail through it. lng numbered positioning marks. Example: Tf the 4). install next panel by using a dual motion of hooking Panel Thermometer reads 65 F, align the second Cedar ~mpressions panel to the 65 F temperature indicator line on the first into the starter strip and sliding over the previous panel, family panel panel. ~f the cell between the 65 and the 100 is brighter, making sure the locking tabs and flange interlock. This will ensure proper lap. (See illustration above). position the panel between 65 and :100 temperature 5). Position the overlapping panel so that there is Z/8" Panel Spacing at Different Temperatures indicator lines, to 1/4" between the panels, depending on the panel temperature at the time of installation. Depending upon To secure the panel under a window, apply furring strips ....... First Coursethe panel temperature, the spacing may appear larger or as required to provide the proper angle and support the _ 2.; ~- ~" smaller than the spaces between the shingles on the panel, trimmed portion of the panel. Lock the panel into the -~ II This is normal and is necessary in order to allow for previous course. Using a nail slot punch, punch nail slots _~_~.~_~ ' ~ ~ -=- II expansion and contraction. 1/4" from the trimmed edge, :16" apart. Center nail the ~I ~ ~~ / / /! II 6). Nail in center of far right slot of overlapping panel, panel and then position the remaining fasteners in the ~ .~ center of the nail slots. The ]-channel or other receiving J d~ 7) Continue to install remaining panels of first course as panel.... ~ ~~ channel wilt cover the fasteners (see above illustration). temperature/7 ]1(~ / II/' ~ , t described in steps 3 through 6. 'ndica'°r / /t nsta" ng over a Window or Opening marks ~< , (I \~ II TO install siding over a window, measure from the lock Second Course tab of the course below the window top to the top of '~ ~// I l/t//I drill 3/:[6" dia. hole at the window. Add 3/4". Cut the panel to this dimension. ii Ill I midpoint of remaining panel <~ 24<[/2" -~ --~-~'~ This will allow the panel to be lowered down far enough '~ ~--~- to engage the locking tabs of the lower panel. After it is As with any plastic siding, Cedar Impressions expands Strike a level line around the house and install Cedar : --~==~ ~"~= =:~= .... ~ ..... ~ _~,.~_ positioned into the locked position, the cut edge will still and contracts with changes in temperature. For this Tmpressions Starter. When using Cedar Tmpressions ~:~ be 1/4" below the top of the .]-channel. reason, it is important that you space the panels Perfection Mitered Cornerposts, make sure the starter ~ ___ __~ ~/ according to the panel temperature at the time of strip is installed to the edge of the corner. Starter strip I 1 Finishing the Top Course installation. Failure to provide spacing according to is used to install mitered cornerposts. An alternative ~~/ ~cornice receiver result in gaps that are method of starting Cedar ~mpressions is to use ]- ~ ~ theSetoo largetemperatUreor too small,rangeStherebymay creating the potential channel in place of starter strip to receive the bottom<~ 22~1/2,,~ side locking tabs for side lock tabs disengaging, panel distortion, or buckling, edge of the panel. ~ ~ ~ Spacing of panels previously installed at a different 8) Remove 24-1/2" of the right side measured from the cornice ~ ~ ,, temperature does not require adjustment. 1). Remove 2" from the right side of the upper panel upper panel, cutting straight through the lower panel molding-~ course leaving 90 deg. right side edge as shown above, course (see above illustration). Drill a 3/16" hole in the ~ ~ ~¥ Each panel has a Panel Thermometer that displays panel 2). Starting on thee right side of the wall, hook the center of the nail hem and nail siding through this hole to temperature and indicator lines that serve as guides for locking leg of the panel into the starter strip and slide control direction of expansion and contraction. , proper spacing between the panels. The Panel Thermometer panel into the colrnerpost or receiving channel. I I is located on the upper righthand corner of the panel; the Leave 1/4" space between the panel NOTE: The 24-:1/2" spacing provides the farthest separation I I / indicator lines are on the upper lefthand corner. As the and the inside wall of the cornerpost for expansion. Tf of overlapping courses to lessen the possibility of seeing a , [ ambient temperature changes during the day, it may be installing the Perfection Mitered Corner, space the panel pattern. Tt also helps water dispersion. necessary to adjust the panel spacing to reflect the change in 2-:1/2" (minimum0 from the corner. Mitered corners areCedar ~mpressionspanel the panel temperature at the time of installation, installed as you move up the wall, after the siding has 9) Repeat steps 4-7. been installed. To finish the top course of siding, attach L-receiver to the the cells on the Panel Thermometer will change color to 3). Fasten the panel to the wall by first nailing through NOTE: Cedar ~mpressions Perfection Shingles may also be top of the wall under the gave or soffit. Trim the top panel indicate the temperature of the panel. Tf the temperature cells the round center hole of the nailing hem at the top of installed by sliding the left panel up while ensuring the side to within :1/4" of the L-receiver. Using a nail slot punch, on the Panel Thermometer show a color change, use the the panel. Then fasten the rest of the panel by nailing lock tabs engage with the flange of the right panel (see punch nail slots :1/4" from the trimmed edge, :16" apart. brighter color as the indicator, through the cenbers of the remaining nail slots a above illustration). This method is useful when installing Snap the cornice molding into the L-receiver (see above maximum of evelry 8" to 16" on center. Provide 1/8" panels into cornerposts and ]-channel around windows and illustration). doors. An alternate method is to use ]-channel and furrj~¢ · ? OVERLAP,i 11/D7/05 BLDG DEPT 3/4" THICK BIRCH ~- ~ ~~ SHEL~.~ 11/16" FLAT STOOL W/OGEE EDGE "'1 11/16"X5'1/4" SPRUNG CROWN ~ . H~AD CASING/TRIM 1X3 BIRCH CLEAT 1 (SIDES & BAC~ 82" TO TOP OF 11/16"X3-1/2" COLONIAL ~S[NG ) WINDOW AND DOOR TRIM s~m WINDOW F~M~NS ~N~ W~CL ~OZ~S ~/ ~P~O~ ~ ~ ~AT~mAL ~N~SH 15/16"X2'1/~" WAINSCOAT ~P~ 3/4" THICK amc. ~ ~' ~"~ SHEL~NG ~ ~ $HIM SPACE ~H~ADE~ (TURN UP 6" MIN.) BEADING ~ 2-1/2" OC +/-~ ~DOOR 4" BEADED 1X6 S4S ~ /~ ~//~ ~~XxXX7 / / SHELF EDGING ~ O ~ ~1-5/8" DIA, 6'-8"/7'-0" HIGH HE*D H~D -- 1-3/8" THICK FIR POLE S.E~OC~ ~ ~T~M ~ ~ ~///~/ 1/2"X3/4" FLOOR MOLDING ~ T.M~ T~M ~ ~ B~ETRIM INTERIOR DOOR lX3 BIRCH CLEAT WAINSCOTING ~ --OOOR (SIDES & BACK) ~ ~ DOOR WITH 66" TO TOP OF ]AM~ ~ -- M -- JAMB ~ ~ WEATHERST~ING ~NISHED FLOOR PICAL CLOSET SHELVING INTERIOR TRIH (WHERE APPUC~LE) --, ~FINISH FLOORING WOODSILL~ ~: BLOC~N6 UNDER JOINT ~ ~ ~ , AsUNDERCUT~QuiRED INTERIOR SWING DOOR IN WOOD F~ME E~ERIOR SWING DOOR IN WOOD F~ME ~YP~U~ DR~ALL NOTE~: PAINTING NOTE~: INTERIOR TRIM NOTES: RF3check Inspection Checklist NewYork State Energy Conservation Construction Code DATE. 10/14/05 Bldg. Dept. Use ] 1 ] 3 L Door 1' Solld, U-factor 0 320 2. Door2' Sohd, U-factm: 0 280 Builder/Designer Date [ ] [ ] [ ] PJEScheck Compliance Certificate New York State Energy Conservation Construction Code 428 30.0 00 15 211 0~330 70 41 0.320 13 [ 1 [ ] ] ] J [ ] [ ] [ J [ 1 [ ] [ 1 [ ] [ ] [ ] [ ] 1 [ ] Circulating Hot Water Syslems: REVIEW SE[ I SHEET NUMBER: EN I I' OT!E.G WIND FRAMING NOTES NAILING SCHEDULEr ...................... _, PL,4N C:ONTENTC: 1).RIDGE-TO-RAFTER ASSEMBLY: ROD f f RAM I N G: occuPANCY CLASSIFICATION RESIDENTIAL 1-1/4' x 20 gauge strap shall be attached to each pa'r of rafters 'n accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES tEUILDING UCE RESIDENTIAL DLdELLIN~ When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRU CT ION NOTES: i, each end of the collar tie need net exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING MEI~NT 25'-~J-1/4" TOP PLATE 16' WALL: 4-8d COMMON RAFTER TOE-NAIL EXIST[N~ Lv'~. SPACE: '~&¢ S.F,, EXFSTIN~ ~EC~: ~2 1). The information within this set of construction documents is related to basic design 2). ~FTER-TO-WALL ASSEMBLY: i TOTAL SQ. FT, Of CONSTRUCTION intent and framing details, They are intended as a construction aid, not a substitute Lateral framing and shear wall conne~ions for rafter, ceiling or truss to top plate shall be in I CEILING JOIST 8' WALL: 3-8d COMMON EACH A~DITION L~. 5PACE: q~¢ 5.f., N~ DECK / PO~CH, for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter er truss do not fall in line with studs below, rafters TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL State building codes. The General Contractor is responsible for providing standard or trusses shall be aEached to the wall top plate and the wall top plate shall be aAached to CEILING JOIST TO AS PER TABLE 3,7 EACH FACE ~EEI~N C~ITE~IA P~EECRIPTI~E A5 PE~ N.T.5. ~EEIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with upli~ connections, Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM ~ SEC LAP NAIL 1aa5 5BO Nr~N ~IND EDITION, BOO~ F~AHE OONET~OTION sound and a weathe~roof completed product, shall be connected with uplift connections in accordance with table 3,3c. CEILING JOIST ~PS AS PER TABLE 3.7 EACH FACE F~A~IN~ ELEMENT5 A5 PE~ FLOO~ PLANE, 0~O55 SECTION AND ~ENE~AL NOTE5 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SEC LAP NAIL EXT. ~ALCON[E5 meets current federal, state, county and local codes, ordinances and regulations, otc. Wall studs above and studs below a ~or level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ~EC~6 These codes are to be considered as pa~ 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 TO ~FTER WFCM - SEC END NAIL ATTIC5 ~/~ 5TOWAGE should be adhered to even if in vadance with the plan. studs shall be affached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL DEErGN LOA~ CALCULATION5 ATTIC5 ~/ 5TO,AGE 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LI~E LOA~5 ~EF) ~OOF (~OMN~ 5NO~ LO~) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO ~FTER 2 - 16d COMMON END NAIL ~OOM5 (OT~E~ THAN bLEEPINg) 40 First wail studs shall be connected to the foundation, sill plate, or bottom plate with upli~ ~OOM5 (bLEEPING) 50 4). The designer has not been engaged for construction supe~isJon and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAM I N G: 5TAl~5 responsibility for construction coordinating with these plans, nor responsibility for bundation 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 NOTES ~AU~D~AIL5 (AN~ DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a ooEom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING 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 PER FACE NAIL EXPOCURE CATA~ORT anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD P~TW SEE CONSTRUCTION AND~IN~ ~TN CONNECTION 5). Refer to the Window and Door schedule for exterior openings, corners. TOP PLATES AT JOINTS FACE (~OOF - FOUNDATION) DETAIL PAGE ~ ~ENE~AL NOTE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILIN~ SCHEDULE 5EL GENERAL NOTE PA~E 6). The General Contractor is to ensure that mason~ or prefabra~ed fireplaces meets 5). ~PE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. TypeaEachedl exteriOrwith 8dshearcommonWalls nailsWith aatminimum6, c.c. at°fthe7/lpanel6 inChedgesWOOd andStructurall 2" o.c.panelin the°nfield.the e~eriOrand STUD 2 - 16d COMMON O.C, NAIL EG~E56 6~m.: 5EL FLOO~ PLAN5 AND ~INDOB SCHEDULE 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior a~ached with 5d cooler nails at 7" c.c. at panel HEADER TO 16" O.C. FACE FI~E P~OTECTION such as bookcases, shelving, pantw, closets, trims, etc. edges and 10" c.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (~MO~E ~ C02 DETECTOr5) ~ 5EL FLOOR PLANS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END T~U55 DESIGN N/A - STANDarD ~TlC~ F~AHE CONSTRUCTION PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENE~T CALCULATION5 ~ESCNEC~ 5.~ ~ELE~bE la 8), Wind Icad requirements shall be taken into account during censtru~ion. 6). ~PE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES:Ty~e~e~eri~rshea~a~ssha~meetthe~equirements~ftiab~e3~15a~btimestheappr~fi~te PER FACENAILCLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3,16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: ~,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 I determineintendedheightsoffinishedfioor(s)abovetypicalgrade. 7). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING: s.ow SPEED DESIGN WEATHERIN6 LINE TERMITE DECAY DESIGN UNDERLAYMEN~ FLOOD 2). All footings to rest on undisturbed (virgin) soil Allowable sidewall lengths provided in table 3.14 sh~ll be pertained to be increased when I NAil NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shoo.ails are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION ' NOTES 3). Provide 1/2" expansion joint material baleen concrete slabs and abutting 2.4,4.2 and 2.2.4 respectively. JOIST TO: QTY. SPACINGpER TOE ~ 45 LBS. 120 B SEVERE 3 FT. MODE~TETo HEA~ MODERATESLIGHT TO 11 NONE concrete or mason~ walls occuring in exterior or unheated interior areas, 8). CONNECTIONS AROUND EXTERIOR WALL OPENIN,GS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with u~liff connections in accordance BRIDGING 4). Any new concrete walls being a~ached to existing concrete structure shah with table 3.5. Window sill plates shall be have steel conne~ctors in accordance with table TO JOIST 2 - 8d COMMON EACH TOE be installed with ~ re-bar, 18" long at 12" c.c.. Use approved epo~ for installation. 3.5. END NAIL SHEATHING LOCATIION NAIL SPACING NAil SPACING AT INTERMEDIATE BLOCKING 2 - 8d COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 5). Unless othe~ise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C, 8d COMMON ~ 6" C.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. Afl fill to be compacted to 95% relative density with Where a ridge is to be used as a structurar beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON ~ 6" C.C. 8d COMMON ~ 12" C.C. SEE NOTES: I ( BOTH FIELDS) 6" maximum lifts (layers). anchored on top of the beam or slope connecters shall be aftached to each raCer-to-ridge SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling pa~ 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" C.C. 8d COMMON ~ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one a~ached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for eve~ 150 sq. ~. of area, 7).Dampproofe~erioroffoundationwithbituminouscoatingaspersecfionR406of DECK AND COVERED PORCH NOTES: "BEAM 3- 8d COMMON PER tO~NOTES JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless othe~ise noted, all framing material to be ¢1 ACQ pressure treated lumber, BAND JOIST PER END the below grade po~ion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 ~ 16d COMMON 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 Const~ction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone aEachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 2). Tabulated 12 inch c.c. nail spacing assumes sheathing affached to rafter / truss framing members with G>0.49, F RAM I N G NOTES i.t. concrete with a minimum 1/2" die x 7" long anchor bolt with washers and nuts. ROD F S H LATH I N G: ~.r framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. 1 ). All framing techniques and methods as prescriptive design of 1995 SEC High Wind 3). Pests supposing girders shall be anchored to a 12"xl 2"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Weed Framing Construction Manual. Use a minimum 1/2" die x 7" long anchor belt with washers and nuts. Feelings Shall be 3 fl. Q~. SPACING 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to ra~er / truss framing members with G>0.49, For 2). Unless othe~ise noted, all framing and structural wood material to be ¢2 + BTR. oelow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTU~L PANEL 8d AS PER TABLE 3.8 framing members with 0,42<G<0.49, the naif spacing shall be reduced to 3 inches WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o,c. CEILING SHEATHING: SHEATHING LOCATION ,Ail SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and raQers to be spaced at 16 inches c.c. unless noted 5). A minimum of 10 inch flashing shall be installed be~een the building and ledger. JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES othe~ise. Ledger to be fastened to building with 1/2" die. bolts with washers and nuts Q~. SPACING 4' EDGE ZONE 8d COMMON ~ 8" O.C, 8d COMMON ~ 12" O,C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless othe~ise noted, all bearing wall headers to be (2) 2x10 ¢2 + BTR. Doug, Fir, where needed, GYPSUM 7" C.C. EDGE 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 5d COOLERS 10" O.C. FIELD INTERIOR ZONE 8d COMMON ~ 6" C.C. 8d COMMON ~ 12" C.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2)full length studs on each side ofWALLS H LATH I N 6: NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supposed with hangers and anchors. Eac',h Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings be~een 5'11 and 8'9, Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. Q~. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 5). All flush beams/headers to be installed with heaW duty galvinized hangers and 8), Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL PANELS 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone aAachment requirements shall WFCM - SEC be used. anchors where applicable to ~ll connecting joists. P L U M B I N G N CT E S 7/16,, osB 3" o,c. EDGE 8). Double up fleer joists under walls that run parallel to the floor joist and under bathtubs. 1). Afl water supply, drainage and venting to be installed as per N.Y.S, Residential PLYWOOD 6d COMMON 6" C.C. FIELD 2), Tabulated 12 inch e,c. naill spacing assumes sheathing abached to stud framing members with G>0.49. For framing membens with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Floors to have ceramic tile installed shall be verified for proper Icad capaci~ unless noted Construction Cede, GYPSUM 7" C.C. EDGE on plans. WALLBOARD 5d COOLERS 10" O.C. FIELD 2). Verify septic system with the Engineer for Suffolk Count~ Health DepaKment approval. 3). For exterior panel siding, galvinized box nails shall be pertained to be substituted for common nails. i 7). Provide blocking/bridging in floor joists at 8'0 c.c. Use solid blocking in floor joistsFLOOR S H LATH I N G:NOTE: Jnder all bearing walls, 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTy. SPACING 8). Provide insulation baffles at eave vents baleen rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permi,ed. STRUCTU~L PANELS 6" C.C. EDGE EXISTING CONDITIONS. MINIMUM 3000¢ CAPACITY. needed. HVAC SYSTEM NOTES ~" OR LESS ~d COMMON 12I' O.Cl FIELD 1). PROVIDE 5/8" ~PE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 9), Unless othe~ise 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 i OTiS: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ, CDX e~erior sheathing grade pl~ood. Pl~ood 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 adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed10)' Unless othe~ise noted use 3/4" thick T&G PTS Fir or Advantech pl~ood subfloor 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ~ec~f~ ~o2.¢ - FI~E~LOCKING over subfloor as per manufacture's inst~cgons, equipment supplier. 1). Nailing requirements are based on wall sheathing and to Form an oFF~ctlv~ Ffr~ ~arrler b~[~¢¢n s[oM~e, and b~tma8~ a lop slot9 and ~h¢ r¢o¢ 3). HVAC subcontractor to provide final system layout drawling and submit it to the General nailed 6" on-center at the panel edge, If wall sheathing FIr~bl~ckln~ shah b~ provided I~ ~o~d-rram~ c~ns~ruc~f~ fn ~h~ r~ilo~in~ 11). All bathroom walls 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 panel edge to obtain higher ceilings and ever furnace to have 5/8" thick ~pe-x sheetrock. All other peas of building shear capacities, nailing requirements for structural to have regular 1/2" sheetrock. All walls to be taped and finished.ELECTRICAL NOTES:members shall be doubled, or alternate connectors, I). in c¢,c~aled ,pac~, of ,tod Balls a,~ par~iUon,, fnc[udi~ Fumed ,pac~,, at the c~flfn~ and Floor such as shear plates, shall be used to maintain Icad path. t~v~ls. Concealed hFrlzontal Furred spaces shall aisc b¢ rlrebiocked a~ fm~rvals not exceFdin~ 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. fe~[. ~a%%~ or blank~e ¢¢ minaret or ~lass ¢lb~r shah be al[o~ed as ¢lr~locki~ fn ~alls approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected ~eln~ parall~t ro~s or slud~ or eta~er~d etude, torch down type material over. 2). All electrical work shall be approved by a qualified Unde~dter. members,the tabulated number of nails shall be periled to be reduced to1 ~ 16d nail per foot. 13). All sill plates and wood in conta~ with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 23. ~t all ln%~rco~n~c%lone b~m~n con~al~d vor%lcal and h~rlzontal s~acee ouch ae occur a% be installed with a foam sill gasket and cop-r-tax termite shield or approved equal, of N.Y.S. Residential Construction Code. drop ~fHn~e am~ ~v~ · ~ . '~ , , A-14 JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL; 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WECM - SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAil RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL OCCUPANCY OLA,SSIFICATION f~3 RESIDENTIAL tSUILDING tJSE RESIDENTIAL DLdELLIN~ E~UILDING MEI~FIT 25'-5-1/4" EXIST[N~ Lv'~. SPACE: '~&~ ~.F., EXFSTING OEC~: ~52 TOTAL ~. FT. OF CO~T~CTION ~ITIO~ L~. 5PACE, ~ 5.F., ~ DEC~ / PORCH, ~E~l~N C~ITE~IA P~ESC~IPTI~E AS PE~ N.~.5. ~ESIDENTIAL CONSTRUCTION CODE AND la~5 ~C Nr~N ~IND EDITION, ~OO~ F~ANE CONST~CTION HANUAL F~A~IN~ ELEMENT5 A5 PER FLOO~ PLAN~, C~O~5 SECTION AND ~ENE~AL NOTE5 EXT. BALCONIES DEC~ ATTIC8 ~/o 8TOWAGE I0 ATT[C~ m/ ~TO~AOE 20 (Ll~E LOADS ~OO~S (OT~ ThAN ~L~PIN~] 5TAl~5 40 ~AU~AI~5 (AN~ DI~EOTION~ 200 LOAD PATW ~EE CONSTRUCTION AND~[N~ ~ATN CONNECTION (~OOF - FOBNDATION) DETAIL PAGE ~ ~ENERAL NOTE NAILIN~ SCHEDULE SEE ~ENE~AL NOTE PA~E E~E~ SEE FLO0~ ~LAN5 ~ND ~IN~O~ SCHEDULE FI~E ~OTECTION (SMO~E ~ C02 DETECTOr5) ~ ~EE FLOO~ PLANS JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON O.C, NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIS'f 2- 16d COMMON PER FACE NAil END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATI'IERINC LINE TERMITE DECAY DESIGN UNDERLAYMEN' FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 1'1 NONE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAil BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: SHEATHING LOCATIION NAIL SPACING NAil SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 6" C.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON ~ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: I ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" C.C. SEE NOTES: 1,3 SHEATHING LOCATION INAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES SEE NOTES: 1, 3 ( BOTH FIELDS 4' EDGE ZONE 8d COMMON ~ 6" C.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL AS PER TABLE 3.9 PANELS 8d COMMON WFCM - SEC 7/16" DSM 3" O,C. EDGE PLYWOOD 6d COMMON 6" C.C. FIELD GYPSUM 7" C.C. EDGE 5d COOLERS WALLBOARD 10" O.C . FIELD