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HomeMy WebLinkAbout33414-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-33564 Date: 02/25/09 T~IS CERTIFIES that the building ALTERATIONS & ADDITIONS Location of Property: 230 KIMBERLY LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax ~ap No. 473889 Section 70 Block 13 Lot 20.19 Subdivision Filed Map No. __ LOt No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 12, 2007 pursuant to which Building Permit No. 33414-Z dated SEPTEMBER 24, 2007 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, TRELLIS COVERED DECK, SCREENED PORCH AND COVERED ENTRY AS APPLIED FOR. T~e certificate is issued to ROGER G & MAUREEN A BEST (OWNER) of the aforesaid building. SUFFOLK COIR~I~f DEPARTMENT OF ~ALT~A~PROVAL R10-07-0059 ELECTRICAL CERTIFICATE NO. 121369C PL~MBER~ ~KTIFICATION DA'r~3 08/15/08 HENRY SMITH 02/19/09 06/06/08 Authorized Signature Rev. 1/81 TOWN OF SOUTHOLD APPLICATION FOR CERTIFICATE OF OCCUPANCY filled inb t ewriter or ink n ' . . This application must be y yp a d subrmtted to the Building Depart~B-----'~ 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 2/10 of 1% lead. 5. Co~mnercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance frown 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 bnildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, buildine and unusual natural or topographic features. - 2. A properly completed application and consent to inspect signed by the applicaot. If a Certificate of Occupaacy 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, Alteratioas to dwelling $25.00, Swimming 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, Con'dne~:cial $t 5.00 New Construction: Location of Property: Old or Pre-existing Building: House No. Owner or Owners of Property: c~(~)(t C'?, Suffolk County Tax Map No 1000, Section Subdivision Permit No. 36 Jc4 Health Dept. Approval: Planning Board Approval: Date of Permit. (check one) Hanflel '7 ('~ ~ Block 13 Lot Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ ~:~ ~. C) 6~ Final Certificate: (check one) Applic~(n~t.-~gnatme Issue Dato 6/6/20O8 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 12130OC East Patchogue, New York 11772 (631) 2S6-6642 Issued To: Mr. Roger Best Street: 230 Kimbedy Lane Village: Southold Zip: Section: Block: Lot: Contractor: Lademann Electric Inc. (L)- 11971 Town: Southold - ~ic.# 4141-E Was examined and found te be in compliance with the National Electrical Code. [] Commemlal [] NVDefecta [] Pool [] lstFIoor [] Indoor [] Basement [] HotTub [] Residential [] Def.. Garage [] Affic [] 2nd Floor [] Outdoor [] Addition [] Survey Switches Receptacles I~lures GFI Heaters A/C Fans 37 40 49 5 7 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detactor Bell Transformer 8 Meter Amps Phase UG/OH Jacuzzi Television CO Detector / I Bldg. Permit: Other Equipment 1-100 amp Subpanel/1-15 amp Air Handier Disc. Hugo S. Surdi President Rough Inspect:ion: 01/23/2008 Inspector:. John Mc Mahon ltl Final Inspection: 06/04/2008 Inspecter: John Mc Mahon I1! This certificate must not be altered in any manner. Inspectors may be identified by t~ir credentials. Town Hall, 53095 Main Road P.©,8ox;179 Southold, New York 116'71 Fax (5'~6} 765-1823 Teie Oho~e {5 ~ 6} 765- ? 802 OFFICE OF T'r{E BUILDING iNSPECTOR TOWN OF SOUTHOLD cERTiFICATION Building Permit No. Owner: ~o C-~l-~ (please print) P lumber: ~m~ J£~ {please print) i certify that the solder used in the water supply system contains less than 2/10 of 1% lead. I Plumbef~' Signature) Sworn~ before m~ this .~ BONNE J. DOROS~ Notau Public, State 0f N~Yo~ No. 0ID06095328, Suffolk goun~ Term Expires July 7, ~!~ Mark K. Schwartz, AIA - Architect, PLLC ~w~.~ ~ P.O. ~ox 93~ · '~*'~ Cu~ho~e, New York 11~ Phone: (631) 734 - 4185 Fax:(631)734-2110 February 22, 2009 Southold Building DepaJ'lsllent Main Road Southold, New York 11971 Re: Best Residence 230 Kimberly Lane Southold, New York Permit # 33414 To whom this may concern: I have been on site during the construction phase and have reviewed the deck and ridge strapping as well as the foolings for the rear deck. This work has been completed as per plans and to the best of my knowledge, meets or exceeds NYS code requirements. A new handrail for the side entrance has also been installed. Please call this office with any questions you may have. Sincerely, Mark Schwar~ BestBldgDeptLetter FI~LI) [NS~ECTI~)N REPORT I DATE I COMMENTS ...................................... ...... ' /~" / LNSULATION PER N. Y. STATE ENERGY CODE ~D~ION~ CO~S FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33414 Z Date SEPTEMBER 24, 2007 Permission is hereby 9ranted to: for : ROGER G & MAUREEN A BEST 2913 KITCHUMS POND RD WILIAMSBURG VA, 23185 ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 230 KIMBERLY LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0013 Lot No. 020.019 pursuant to application dated SEPTEMBER 12, 2007 and approved by the Building Inspector to expire on MARCH ~ 2~9. Fee $ 933.20 ~r~~lgnat~~re~ ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE / 0-/~0 ~' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. [, ] FOUNDATION 2ND [ ] INSULATION [~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: ~ ~ *~~' DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ,~ ] RO~I~PLBG. [~"INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION ~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING ~/ FINAL /~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~'- ~''- 0 ~ INSPECTOR TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ~ ~->d~:' VILLAGE DIST. SUB. FO~MER OWNER N E ACR. ~ / ~ ~ ~C~. ~ ~r '/~/~ ~' ~O~ S W TYPE OF BUILDING E~Si ~ ~ c~ SEAS. VL.- ~' FARM COMM. CB. MICS. Mkt. Value LAN D IMP. TOTAL DATE REMARKS I · / ' - ill~ble FRONTAGE ON WATER l~l~nd FRONTAGE ON ROAD ~ z ~eadowlond , O~ ~ ~Oo ~ / DEPTH ~ou~e Pbt / / ¢,¢~ /~ ~ULKH~D COLOR Extension Extension Breezeway Garage OoBo Total Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Beth Floors Interior Finish Heat Rooms 1st Floor Rooms 2nd Floor Dormer Driveway Dinette K. LR. DR. BR. FIN. B Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M* #: District Section Block Lot THE FOLLOWING ACTIOH8 MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING~ DRAINAGE AND EROSION CONTROL pLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes No 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicaling S~.e & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (51000) Square Feet of Ground Surface? Is there a Natural Water Course Running lhrough the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town fight-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: if Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm*Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit EXEMPTION: Yes No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl __ __ STATE OF NEWN O~ ~YORK' ~'x., That I ........ IYk'x:~'" '~'~i'"'~""'~t~)~ ~ ................... being duly s~ om, deposes and says that he/she is the applicant for Pemfit, that be s e ,s the ................................................................. Owner and/or represen~five of the Owner of O~er's, ~d is duly aufl~orized to perform or have performed ~e s~d work ~d m~e ~d file ~s application; ~at ~l statements con'ned in ~s apphcafion are ~e to ~e best oftfis ~owle~e ~d belief; md · at ~e work ~ll be performed in ~e m~ner set for~ in fl~e application filed herc~. Sworn to before me ~s; day of FORM - 06,07 Examined Approved Disapproved a/c ~ TOWN OF SOUTHOLD BUILDING DERSRTMENT TOWN It~[~ · SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.neffSouthold/ klm 7 Expiration ,20 PERMIT NO. Building BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by ti:ds 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 penuit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance 9f 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 heroin described. The applicant agrees to comply with all applicable laws, ordinances, building code, h,~.~ijhg code, an~t regions, and to admit authorized inspectors on premises and in building for necessary inspections. (~~~ ~ (Signature o'f a~4~cant or name, ifa corporation) ~ ~ (Mailing address of applicant) State whether applicant is owner, lessee, agent~chite~general contractor, electrician, plumber or builder Nameofownerofpremises ~0(j~'d~ ¥ //~/~afl/,/,~.,~__.~,,~ i~'$- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Stredt Hamlet County T~ Map No. 1000 Section 7~ Block /~ ~ Subdivision Filed Map No. ''~ Y State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars~ Addition Other Work Fee ~Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature 7. Dimensions of existing structures, if any: Front Height Number of Stories and extent of each type of use. Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size of lot: Front Rear Rear _Depth Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES __ __NO)(', NeY Will excess fill be removed from premises? YES NO__ 14. Names of Owner of premises ~-~S~'~ Address Name of Architect .~/4~ dl:g'~,4~/"~ Address Name of Contractor ,$'//Y ~2; ,~Sg~/r.~ Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B~,REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. X 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at I0 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF~F~ HA~ J C t~/~/~ F '~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the /'/~/r~ C ~/~'/~)ffi~k~ W (C/ntractor, Agetnt, Corporate O ~cer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file th/s application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this \ 2_ day o f ~5~=~.~ Notary Public 20o--1 Signature of Applicant PROPOSED SEPTIC SYSTEM DETAIL N,T.$. Vl~ ~V ~ ~ ..... ,~ / SEP~C TANK ~%~T¢ =0~%~=T .TO I ~)%i~[NUN 5E~C TANK ~A~ m 2BaB 6ALLONL rRmOVE ~NG) LEACHING POO~ / ~ ' 27' SITE SCALE: 1" = 30'-0' A.B la 21'27' lb26'131' 2 45'43' 3 ,47' 42' 4 48~38' 5 42'45' 6 50'51' 7 53'43' 8 44'49' 9 55'47' PROPOSED SEPTIC SYSTEM DETAIL N.T.S. FINISH GRADE [~ I IINV. PI~EN: i/S"X l'-O' IRV, (1) 8' DIA., 41 DEEP D P. !iil I (~1 "' DIA,, ~,' DEEP gP, SEPTIC TANK NOTES; 1), MINIMUM SEP~C TANK CAPACJTI ES IS 2800 GALLONS. INEMOVE EXISTING) LEACHING POOLS (OR EQUAL). FILL LOAMYSAND SAND TEST HOLE NO -T ] yViEW oAp WATER METER N 5°26'40" W 150.06'  WOOD BIN ................................. ? NEIGHBOR'S · '--L [~ ........ WELL WELL TO BE ABANDONED. OWNER TO CONNECT TO SITE PREPARATION: PUBLIC WATER. .............................................~ --. DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. , ~ 1 l). ~M~ EQUIPMENT TR~FIC IN AND OUT OF THE 308 S~E - DO NOT DRIVE OVER (EXISTING) ~ ' ~ ~ARRIERS, p~CEBARRIERSAROUNDTHEDRI~-LIN[OFTREESTOPREVENTIN~URY , *~ ~x,,, ~"ERE VEHICLES ENTER THE ~08 _ _ ~.Z' _ _ _ ,,-mI REMOVE EXISTING SEPTIC SYSTEH INSTALL' (I) ~?oo SE,~C TAN~ (2) B, D~A, 4 ,DGEP DISTRIBUTION POOLS (4) S. D~A., 4, DEEP LEACNIN~ PODL$ 3 S D~A, A DSEP EXPANSION POOLS RROROSED NOTE CIIA.N, GE(S) WATER METER ' WATER METER IAbandonmcnt ofexlstins Sanltaw s~tem must be in comfonnance with dcpallment r~lui~'m~nt Submit ~omplel~ form WWM- ~,~o ~s proof. SITE PLAN SCALE: 1" = 20'-0' EUFFOLK COUMl~ DEPARTMENT OF HEALTH qERVICEE PERMIT FOR APPROVAL OF CONSTRUCTION POR A SINGLE FAMILY REBIDENC~ ONLY AP*'ROVED ~ ~ , ~ EXPIRES THREE YEARS FROM DATE ~ APPROVAL WATER METER SCTM # 1000-70-13-20.1q m DRAWN. MH/MS 3'u1¥ 26, 2007 S-1 ROOM FINISH SCHEDULE Room Floor Walls Ceiling Remarks Family Room 3-1/2" Select Red Oak Gypsum Board Gypsum Board New floor over existing Screened-In Porch Slate 1X6 T&G V] Cl. Cedar lx6 E&CB T&G Azek Breeze Way Slate Exterior Siding lx6 E&CB T&G Azek Refinish existing to match new ~1~ Bedroom No. 4 3-i/2" Select Red Oak Gypsum Board Gypsum Board o Bedroom No. 5 3-1/2" Select Red Oak Gypsum Board Gypsum Board ~..~.~,,,~,.%~..~ Bedroom No. 6 3-1/2" Select Red Oak Gypsum Board Gypsum Board Custom Built-in Book Shelves Hall 3-1/2" Select Red Oak Gypsum Board Gypsum Board and Built-in Seat Room Floor Walls Ceiling Remarks Family Room 3-1/2" Select Red Oak Gypsum Board Gypsum Board New floor over existing Screened-In Porch Slate 1X6 T&G VI Cl. Cedar lx6 E&CB T&G Azek Breeze Way Slate Exterior Siding lx6 E&CB T&G Azek Refinish existing to match new Bedroom No. 4 3-i/2" Select Red Oak Gypsum Board Gypsum Board Bedroom No. 5 3-1/2" Select Red Oak Gypsum Board Gypsum Board Bedroom No. 6 3-1/2" Select Red Oak Gypsum Board Gypsum Board Custom Built-in Book Shelves Hall 3-1/2" Select Red Oak Gypsum Board Gypsum Board and Built-in Seat 42" High tile w/cap at walls, Bath No. 3 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board tile to ceiling above tub 42" High tile w/cap at walls, Bath No. 4 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board tile to ceiling above tub 42" High tile w/cap at wails, Bath No. 5 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board tile to ceiling above tub Linen Closet 3-1/2" Select Red Oak Gypsum Board Gypsum Board 42" High tile w/cap at walls, MR Gypsum Board tile to ceiling above tub Gypsum Board 42" High tile w/cap at walls, Bath No. 3 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board tile to ceiling above tub DECK ? 42" High tile w/cap at walls, m Bath No. 4 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board tile to ceiling above tub ~ ,~ Bath No. 5 12x12 Tile (Brick Pattern) MR Gypsum Board /.. ~/~// ~'~" , ~'-o" , ~'-~" ~. '% ~ ~ ~/'~ ~' ~,, Linen Closet 3-1/2" Select Red Oak Gypsum Board r ...... ¢-- ; ~ ................... ~ ~ /// ¢~, /// ~-~ zo~ ~ ~. ~.~ ~.. q~ ~ ~ ,, .... .... ._ ............. __, .... ,, , -- DECK ~ ~ .~ ~ ~~ ~ ~ ~ .,,, ~ ................ ~ ............................................................................. ~ ~ ~ ~ ~ -~ ~ % ' ~/ ~ ~, ' ~ ~ ..................... ~ ~ . I~ -II I~ II ~b ~ ~~ ,, ~ [ ..................... Z I I : EX, ENTRY~.~..,,~... ri'liN. ~ ~×10 DF"~; ~ ,, ~ ~. ~--.. ............ I PROJECT NORTH SCALE: 1/4" 1'-0' N 5"26'40" W 150.06' 2). PROPOSED LOCATION OP HEW HOOK UP TO SCWA AS WOOD 211 STATE. ND ADCESS FROM PINE NE£H BIN ~1 ROAD AND NORTH BAYVIEW ROAD PLUMBING ALL PLUMBING W~TE "" "; ' :' ' ~" ":"" -~ ..... ~ ........ ' .... I,~ NOTE: NAILING& CONNECTIONS : J'~ ...... ~ ~ m ~ ~,:j.~ p q r ,,X u, .... , . , , / ,.., ,, ,, ,., ,.,,. ,,, ~ ~ ...... ,..., ~,. ...... , .... ,.., ~,~,~, ~ >, .~.~ ...... z .... "~' '~ '~ ' ~. FINAL CONSTRUCTION MUST ~ '" ~ - ~ ALL CONSTRUCTION SHALL MEET THE ,/ _ 2,.00'-I~~~/-- coy, PORC~ GARAGE , ~ERTJFIOATEOF~OOOUPANC*~DESIGNOR CONSTRUCTION ERRORS, ~ ..... T~ ~ m soLDER USE~ ] SuPPLYSYSmMGANNQT OCCUPANCY OR I~ ;~ ~.~:.S,.,USE S UNLAWFUL ~ ~ WITHOUT CERTIFICATE PROPOSED SEPTIC SYSTEM DETAIL~OFOCCUPANCY , / ~ REMOVE [mTJN~ SEPTL SYSTm ~ ~ ZNSTALL'(1) 2000 SEPT[~ TANK II // SITE , ~ / SCALE: 1" = 20'-0' 1'-0" (MIN,) ~ ' WATER METER *,* {~) ~' DIA,, ~' DEEP EXP&NSION POOLS ELL 2000 gal. E~. E~ E~ ~ ~ COMPLY WITH ALL CODES OF my. mw, , [ / AS RE//ED AND COk D~TIONS OF ' l), MINIMUM SE~C TANK ~mES I5 2OaO 6~NS. (~MOVE E~S~NG) LEACHINGPOOLS ", -- ,,' 2}, ~NCE~ SH~ HAV~ A MINIMUM ~MD~SS~E ~R~ "' 5), ~E SE~C T~K SHALL BE I~AL~D AT L~ IN A~ DI~ONS q), A MINIHUH DI~ B~EEN LEACHING ~O~ ~D WATER '"' /' [W~H A N~, TO~NCE OF +/- 114") ON A NININUN 3" THICK 6ED UNE SH~ a~ ~A[~N~, '".,,,- RETAIN STORM WATER RUN0~ ~ CONPA~ED, S~D OR P~ G~L, 5). AN 81MIN, D~AN~ B~EEN A~ ~ACHING POOLS ~D "... . /' PURSUANT T0 CHAPT~ 236 M~NT~NED, '-.. .....-" OF THE TOWN CODE EAST EL~V~!ON < ~ . ~ SCALE: Z/4 = !-0 ~ ~ NORTH ELEVATION SCALE: 1/4" = 1'-0" A,-! ($HINGL£ SYTL£ ! TYP£ PER O'll/N £R) WEST ELEVATION S~kE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4"= 1'-0" 4'-11" DECKING WEATHER RESISTIVE BARRIER LOCAL BUILDING CODE FOR REQUIREMENTS) WALL SHEATHING REVISIONS: m WELL PROJECT NORTH LEDGER GOARD TO BE FASTENOED TO BUILDING WITH TIMGERLOKe EXISTING BASEMENT (B) 2XB GIRDER, (EXISTING) FOUNDATION PLAN SCALE: 1/,'4" = 1'-0' 2X10 ACC LEDGER BO. 2XlO ARQ LEDGER BD. w/B2"X24"XI 2" #E REBAR (TYPICAL) INSTALL 2X12 LEDGER BOARD FASTEN w/(2) I/2"DIA. EXISTING CRAWL SPACE WALLABOVE GARAGE 2XlO ACQ EXISTING CRAWL SPACE 2X10 ACQ GRACE VYCOR DECK PROTECTOR LEDGER BOARD GRACE VYCOR DECK PROTECTOR SELF-ADHERED FLASHING NOTE: GARAGE Augusf 20, 2007 ......... A-3 I a ROOM FINISH SCHEDULE ',,"REERPARELSATPOR:H.E.UC.D BHBWN, · Room Floor Walls Ceiling Remarks Family Room 3-1/2" Select Red Oak Gypsum Board Gypsum Board New floor over existing ~~ Screened-In Porch Slate I 1X6 T&G V.] CL Cedar lx6 E&CB T&G Azek Room Floor Walls Ceiling Remarks Family Room 3-1/2" Select Red Oak Gypsum Board Gypsum Board New floor over existing Screened-In Porch Slate ~1X6 T&G V3 CL Cedarlx6 E&CB T&G Azek Breeze Way Slate Exterior Siding lx6 E&CB T&G Azek Refinish existing to match new Bedroom No, 4 3-1/2" Select Red Oak Gypsum Board Gypsum Board Bedroom No. 5 3-1/2" Select Red Oak Gypsum Board Gypsum Board Bedroom No. 6 3-1/2" Select Red Oak Gypsum Board Gypsum Board Custom Built-in Book Shelves Hall 3-1/2" Select Red Oak Gypsum Board Gypsum Board and Built-in Seat Bath No, 3 :12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board 42" High tile w/cap at walls, tile to ceiling above tub Bath No, 4 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board 42" High tile w/cap at walls, tile to ceiling above tub Bath No, 5 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board 42" High tile w/cap at walls, tile to ceiling above tub Linen Closet 3-1/2" Select Red Oak Gypsum Board Gypsum Board Gypsum Board Breeze Way Slate Exterior Siding lx6 E&CB T&G Azek Refinish existing to match new Bedroom No. 4 3-1/2" Select Red Oak Gypsum Board Gypsum Board Bedroom No. 5 3-1/2" Select Red Oak Gypsum Board Gypsum Board ~ Bedroom No. 6 3-1/2" Select Red Oak Gypsum Board Gypsum Board Hall 3-1/2" Select Red Oak Gypsum Board Gypsum Board Custom Built-in Book Shelves ~ and Built-in Seat = Bath No. 3 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board 42" High tile w/cap at wails, ~ DECK ~ tile to ceiling above tub ~' Bath No. 4 12x12 Tile (Brick Pattern) MR Gypsum Board MR Gypsum Board 42" High tile w/cap at walls, , ~//, ~ ~'-," ~ I ~ // / // ~-~ ~ ....... ~ ..... ~-~ ........ ~/ ~ : - , , ~ ~ BOLTED TO TOP OF HDR I~NSTALL ~ J~ ? ~ ~J ~ ~ BETWEEN OPEN~GS AND AT ENDS) ~ , ~ ~ ~ ~, ~ ~ (OVER PER60~ ~OJSTS~ ~ ~ ~ NED-IN PORCH × EX. GARAGE  ; · {2): -3/~-X~1-)./2 ML W/1" STL. PLT. HEADER . EX. BRZ, WAY ~ ~ O REBUILD EX. WALL w/2X~ FRAMING (EMERGED)i ; .......................... ; ............................ Z ~x~ rvPo~ (o~ ~u~) , [00 EX, BR~KFAST NOOK ' ~l mmm m m~ ~ ~ EX. FAHILY ROOM ~ I ~ iX. LIVING ROOM ~ ~ ~ ~ - ~PI~L CLOS~ SHELVING INTE~OR ,TRIM COLUMN TO aE SUPPORTED BY ~ SCALE: 1/4" = 1'-0' : N~W PORCH: 72.3 Sa. FT. ~ ~O NVAC PR[O~ TO INSULATING AND SHEETROCKmG mlml ' ~'~ EX. RECREATION ROOM , I~ ~ ==~= 0 i I EX. HASTEE BATH ,, ,,~.,.~0/i EX, BE"ROOM'°.' I' .......... .......... EX. BEDRO0~ No. 2 ' j EX. BEDRO0~ No. 3 ...... ~ '---- I IL ............. ~ = m 0 2~D. FkOOR ~ ~XlSII~ S~LE: 1/4" = 1'-0' ,~' A-6 REVISIONS: EXIST , NEW NEW EXIST m EX. MASTER BEDR OM (NE~/PERGOLA) 2X8 EX._._~ ASTER BATH EX. BATH E~. BEDROOH No. 4. EX. BEDROOH No. 2 / ~ FWALL (.J m ~ / ~ ' ~ / EX RECREA~ON ROOM Z PAD OUT EX. WALLS ~ ;HIMNEY ~ ................................................... ::ZZZ:ZZ:ZZ: ....................... DETECTORS. NEW LIVZNG SPACE: !267.7 SO, FT. ~J PRO]~ECT NORTH 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0' 22','-o" DRA~/N: MH/MS Augusi- 20, 2007 A-7 ~ ......................... -- I~I~ { , /~X~ /~X~RR ..... [~"~ '~--.1~4~4~ ~[~I~1 ~ t ............ : I i I1' ...................... i ..... , ..... , ..... .,--:,,:::::,,:::::=__. ...... , ...... ,,_ .... , ...... ,,~ .... , ..... , -, . .... PERGOLA ........ , ,, , i~ ~ ~ ~/ i! ~ ~ ~ ~ :', ,:,,,,, ,..~,.',:,: ;~:::,~,~,~,,~,,,,,,,,,-?,,/~',., fi,i~,~, ,, ..... ,,_ .... ,,_ .... ;,. .... ~: .... ~', ..... ~[ ..... ;: ..... ;', ..... ;: ..... ::::::::::::::::::::::::: ' ' ~ ~ "- .... " ..... '- .... ~'~ .... ", ..... 'J ..... ~', ..... ;~ ..... ~, ..... :::::::::::::::::::::::::::: ::{ ................................ .... ~' ..... ". ., '., ..~ ..... ..,~. l', ', ' '. '~"~ ."-''-, " ~, / ~; ~~~ II ~ / , ': ,,, . ~.,.., ~ ',.., ,,~'~','., , ,'' ...... ........ .~ a. ~.~ ~,:~: ........... ',~1 , ...... ,, : .... ~ ............. , ~ ..... , , ,,, ,, ~,,, ,,,,,,,,,,,, , ~ ~,,,.~,~...,~,-,~,.. ............. ........... ~,,,, .............. ,, ,~,~:~2:: ....... , ~,,,,,, ~ ,r,,,, .... ,,,'~,k,~ ~,,~ ,,,,' .... ,'.,,I, , , , , ,,,,,,,zl, ..... , .... ......... , ..... , , , .......... ,, , , . .. ~,~..., ~'., ,.,:....,. (,~:., ....:..,.,~.', .,. ... , .,. ~ .~,,..~ ,:..?., ,.,....~ ..,,., .~; .,. , .. ~.. ..~ ..... , .~, ,, ~., .... ,,., ,~ ~ . ~+~ ~', ':; ........... ~,, ~ , .,, ...... .... ......... , , ~, ,, , ..... ,,,,.,,:, ...... .,,,,, , ,~, ~,,, ~, ..... , ,, ..... ..~ ~ ..~ ~.< ~ .~ ~ ~ , ~ ~ ~ .................... ~-~-~. ./.~.,<.~ ~,~:.',.. ~ ., ..~...,~..~Ty2 .,. ~.-=. ~, .... ~ , , ,~ ,j ,,;. ~,,, ,~,,~ .,,,,~, ~,, ,, ~.,,,,,., .,,,~ ....... , .... ,~ ..... , .... ,, ~ ~,,,,~, .... , , [ ,: ,I, ~, ,,, ~ ,,.,~,, ,,, ',~,V,),' ~ ,t,' , ~ ~,',, h,.~,~ ,,~ ,,',~,' .h ,,' ~ ~, :, , TO MATCH EXI~T~ ~ ~ '-- +,t PRO]E(~ NORTH ROOF P~N SC~kE: 1/4" = ,'l~t~~ ~1~ s~: ,~,,=,,-o,, A-8 p~LT UP TO ?E (2 -~0 ABOVE 10 BAD.) ~ ~ RXDGE /ENT~- ;;' SECTION B-B ] ~PI~L WINDOW OPENING (LeSSTHAN4'-OXS"O"OPENING) S~LE: 1/4" = 1"0" ~PI~L DOOR OPENING ~ o ~PI~L MULTIPLE OPENINGS N.T.S. WI~D-BOR~E D~BRIS ~ROI~UIO~ ~OR WO0~ STR~k August SO, 2007 SHEET NUMBER: GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL ROUGH ELECTRIC, PLUMBING, ' S"O ,V A\AG-V \ ' )-"A S - __ _ _ AT 100% ~ATER RUNOFF: 117q.7 CU. FT. ' ........... PROVIDE {6) 10' DIA. X 4' DEEP DRYWELLS , , , , (SEE SITE PLAN) ~ ........ ' "~ ' ' DRY'ELLS CgP~ClTY:: 1644 CU. FT. ' ' '~ ..... ' 100% W TfiR R OFF: 293.6 % DRY WELLS MUST NOT BE USED WHERE THERE INSTALLA~ON WOULD CREATE A (2)0 O'~ ~' 1:1m It Ir FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE ' SEWAGE DISPOSAL SYSTEMSAND OTHER SUBSURFACE STRUCTURES. T~ flNT, I TN ,, DRY ~ELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL m , ~ ........ ~ Z SHOULD BE PROTECTED BY ~SEHENT, DEED R~STRICTION, ORDINANCE, OR OTHER LEGAL HEASURES THAT PREVENT ~S NEGLECT, ADVERSE ALTERATION, AND REHOVAL. TOTAL ~PACI~: 338 CU. ~. I ........... ~ (NEW ROOF) THEBOTTOHOFTHEDRYWELLHUSTBEATLEAST2FEETABOVESEASONALHIGH m :, , , , ' -,~ ,' "~ ' : ~ CONSTRUCTION: , FOR DRY WELLS, PROTECTION OF THE SUBGRADE SO~LS FROH COHPACTZON BY CONSTRUCTION EGU[PHENT AND CONTAH[NAT[ON AND CLOGGING ARE VITAL. ,, ....... ~ ~ , PRIOR TO ~TS CONSTRUCT[ON, THE AREA TO BE USED FOR THE DRY ~ELL SHOULD BE ' '~': ' : , ': "- :, '~ ' ,,, :, ~: ,' , CORDONED OFF TO PREVENT CONSTRUC~ON EGU~PHENT AND STOCKPILED HATER~ALS ........ ~,' ~, , :,,',, ; .~,,' ',~,,, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COHPACT~ON ~, , ~, ~~ AND SED[HENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORHED WITH THE ....... L[GHTEST PRACTICAL EXCAVATION EGUZPHENT. ALL EXCAVATION EGU[PHENT SHOULD ~,' .... "' '~ "' '~ , ' '" ~: ' ' "' BE PLACED OUTSIDE THE L[H~TS OF THE DRY WELL, ~ .............. TO HELP PREVENT SUBGRADE SOIL CONTAMiNATiON AND CLOGGING BY SEDIMENT., ' ~, ...... , , , , ~, ........ - , , , ,, DRY ~LL 60NSTRUCT[ON SHOULD BE DRAYED UNTIL ALL OTHER CONSTRUCTION ' ' ..... SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AR~S THAT HAY TEMPORARILY OR PERHANENTLY DRAZN TO THE DRY WELL ARE STAB[L~ZED. TH[S D~YEO CONSTRUCTION EHPHAS~S THE NEED, AS DESCRIBED ABOVE, TO CORDON OGEE GU~ER - STANDARD ~" OFF THE DRY ~ELL AREA{S) TO PREVENT ~OHPACT[ON BY CONSTRUCTION EQUZPHENT NOTES: .............r, ,,, ',, ,, ', 'r~" ,,' r, AND HATER[AL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SiMiLARLY, USE OF THE DRY WELL AS A SEDIMENT BASER ~S STRONGLY DISCOURAGED. WHERE ~). EXECUTION: : r ~, , - ' , ,,' UNAVOIDABLE, EXCAVATION FOR THE SED~HENT ~S[N SHOULD BE A H[N[NUH OF A). DO NOT BEGIN [NSTAL~T[ON UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED ' ' , 2 FEET ABOVE THE F~NAL DESIGN ELEVATION OF THE DRY WELL BOTTOH. ~ ~ ' ' ~ ' SUBGRADE SOILS AT THE DRY WELL BORON, WHICH SHOULD BE ESTABLISHED ONLY A). CLEAN SURFACE THOROUGHLY PR[ORI TO [NSTAL~T[ON. AFTER CONSTRUCT[ON W~H~N THE DRY ~ELL'S DRAINAGE ARE ~ COHPLETED AND B). PREPARE SURFACES USING HETHOD~ RECOHHEND[D BY THE HANUFACTURE FOR DRA[NAGE AR~ STABILIZED. ACHIEVING THE BEST RESULTS FOR 'THE SUBSTRATE UNDER THE PRO'EOT COND~[ONS. 1F DRY WELL CONSTRU~TION ~ANNOT BE DRAYED UNT[L ITS DR~NAGE AREA [S C). PAINT CONCEALED HETAL SURFACES AND SURFACES ZN ~ONTACT WITH D[SS[HZLAR STABILIZED, DIVERSION PIPING OR OTHER SU[TABLE HEASURES SHOULD BE HETALS WITH PROTECTIVE BAC~NG P~NT. INSTALLED DURING ALL PHASES OF CONSTRU~T[ON TO D~VERT ALL RUNOFF AND SED]HENT AWAY FROH THE DRY WELL. THESE D~ERSION HEASURES SHOULD NOT 3. INSTALLATION: BE REMOVED UNTIL ALL CONSTRUCTION W[TH[N THE DRY WELL'S DRAINAGE AREA A), PERFORH WORK [N ACCORDANCE W[TH 6DA HANDBOOK AND THE DRAW[NGS. ZS COMPLETED AND THE BRA[NAGE AREA STABILIZED. ~)~ GUTTER TO BE PITCHED TOWARDS LEADER ~" TO 2" FOR EVERY 40' OF RUN. STONE FELL AGGREGATE SHOULD BE PLACED ~N ~FTS AND COHPACTED USING PLATE 2). SHEET HETAL ~O[N LENGTHS W~H WATERTIGHT ~O~NTS. COHPACTORS, A H~HUH LOOSE ~FT THICKNESS OF 12 INCHES [S RECOHHENDED. 0). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 0 PRETR~TMENT: B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP ~OINT C AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE CONNECTORS, FUNCTIONAL LIFE OF A DRY WELL. WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED, SEAL RUNOFF POLLU~ON. ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND CONNECTION WATEE~GHT, ORGANI~ HATTER AND. DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GU~DS AND / OR SUMPS OR TRAPS (EQUIPPED WITH ~). PROTECTION: CLEAN-OUTS) IN CONDUITS TO A DRY ~ELL SHOULD BE INCLUDED WHEREVER A), PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PRO,EOT. PRACTICAL TO MINIM~[ THE AHOUNT OF SEDIMENT AND OTHER PARTI~U~TES B), TOU~H-UP. REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE ~UBSTANT~ THAT CAN ENTER THE DRY WELL, COMPLETION. A-10 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 T,E COMPLIANCE A.ALYSIS, REScheck Software Version 4.0.1 i). INSULATE HEADER UNCONDITIONED BASEMENTS: I , 3.om 3 lance . er:i 'ica :e B). SEAL BETWEEN WINDOW/DOOR ,TAMS AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BET'~/EEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM. OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. ~I: SEAL DUCTS IN BASEMENT. SEAL AIR LEAKS IN THE FLOOR S~YSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBINGi PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK ,TOINT 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: SEALING BAND 3'OISTS DURING CON!STRUCTION: Report Date: 06/01/07 PLUMBING AND ELECTRICAL: 1). CAULK EXTERIOR SHEATHING TO) TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. Data fllename: 'C:\PrOgram Fdes\Check\REScheck~BEST.rck ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE, Energy 'Code: New York State,Energy Conservation SEALING BAND ,TOISTS AFTER FRAMING (ALTERNATE METHOD): Construction Code , New.York RECESSED LIGHTS: SUFFOlk COunty RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION l), INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG Location: CONTACT ("IC" RATED). AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502,1.3. EXTERIOR PERIMETER. AND FLUSH WITH SILL PLATE. Construction Type: Detached INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2), CAULK ALL FOUR SIDES OF FOAPI BLOCKS AND ,TOISTS UNDER FLOOR JOISTS. SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS Heating Type: Non.Electric STANDARD OF 2,0 CFM, (ASTM E 293), UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: Glazing A~e~ Percentage: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. Heating 'Degree Days: BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS, 2). INSULATION TO BE SUPPORTED 'WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: ,Construction 'site: Owner/Age~nt: Designer/Contractor: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETV~/EEN HEADER COMPONENTS IF HEADER FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL (CAVITY. Best Hou.se~ Mark' K. Schwartz, Architect MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. 230 Kimber'ly Lane PO 933 ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: Southold, NIY Cutc.hogue, NY 11935' HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" I). PROVIDE HORIZONTAL BLOCKINIG AT 'SS" O.C, AND AS NEEDED FOR NAILERS. IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). Fit CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. 734-4185 3). PROVIDE A NAILER ON THE TOP lOP THE BOTTOM PLATE FOR BASEBOARD TRIM. mksa'rchitect@optonline, net TUB/SHOWER UNITS ON EXTERIOR WALLS: ~-). TOENAIL INTERIOR PARTITION ~TUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITIH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: i). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 50B.3.1. 2). SEAL SOFFIT AND BAND JOIST ~ELL ENOUGH TO PREVENT WINDWASHING, 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES: ~'). SEAL INTERSECTION BETWEEN ,TOISTS AND WALL WITH SOLID BLOCKING, THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. Ceiling 1: Flat Ceiling or Scissor Truss: 911 30.0 O.O 32 ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL Ceiling 2: Cathedral Ceding (no attic): 357 30,0 0.0 12 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE. SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Wall 1; Wood Frame, 16" D.C.: 1406 lg.O 0.0 78 HVAC CONTROLS: CEILING WITH ADHESIVE. 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 Window 1: Wood Frame:Double Pane with Lo~E: 111 0.350 39 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. (FOR HEATING) AND/OR ~S DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL B). SEAL ALL PENETRATIONS THRO[UGH BLOCKING, Floor 1: All-Wood JOist/Truss:Over Unconditioned Space: 406 30.0 0.0 13 HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4). PROVIDE BOTH INTERIOR AND E~XTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AI~D REDUCE POTENTIAL PROBLEMS, SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO The proposed building represented in this document is consistent with the building plans, specifications; and other calculations submitted PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WAtLL: with this permit application. The proposed systems have beern designed to meet the New York State Energy Conservation Construction USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT , HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR TEMPERATURE, TOP PLATES. Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN 'his/her knowledge, belief, and professional judgment, such pllans or specifications are in compliance With this Code. VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THROL~GH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR B~ARRIER ON THE WALLS AND CEILING BEFORE FRAMING INTERIOR SOFFITS OR UTILITY CHASES. , , DUCTS AND PIPES: 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. Name - Title Signature Date DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 5OB.S.S. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES. BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO PREVENT WIND WASHING, 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 OF THE HOUSE. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. R-l~. RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. ~). PROVIDE BLOCKING BETWEEN RIAFTERS AND FLOOR JOISTS ABOVE EXTERIOR WALL PLATE. DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 50S.:~.4.). ALL INSULATION: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL LOFT: MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND TAPES MEETING UL 1~'1A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. UL 1~1B MAY BE USED FOR FLEX DUCTS, DUCT TAPE IS NOT ALLOWED FOR DUCT FILL THE CAVITY: SEALING. INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES. SHEATHING WRITTEN MATERIALS: AND DRYWALL. IN CEILING AND FLCDORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR, AND EXTEND ALL THIN WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT ARO)UND 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. C.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 AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY DOCUMENTATION OF R-VALUES: IF THERE IS A GAS RANGE. FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD ~2-200B AND ACCESS OPENINGS: THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL ATTIC HATCHES, SCUTTLES, PULLDtOWN STAIRS, etc. MUST BE INSULATED TO THE VENTILATION RATES. SAME R-VALUE AS THE SURROUNDI!NG AREA ................... - -- KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE Of 100 CFM Page 1 of 1 INTERMITTENT OF 25 CPM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS, 1). PROVIDE 1" CHANNEL FOR AIR F[LOW ABOVE INSULATION, UNDER ROOF SHEATHING. 2). PROVIDE BLOCKING BETWEEN R~AFTERS OVER WALL PLATE. REVISIONS. GYPSUM DRYWALL NOTES: PAINTING NOYES: CERAMIC TILE NOTES: WOOD FLOORING NOTES: XN i ,'KIOR TR~Ifl NOTES: I--' A-12 GYPSUM DRYWALL NOTES: PAINTING NOYES: CERAMIC TILE NOTES: WOOD FLOORING NOTES: Xh i ,-KZOR TR~Ifl NO, ,':,: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP ETAL CONNECTOR5 P OPE INO E I TANT a GOOD CONSTRUCTION. POLLO NUFACTURE' ECOM EN E IN T LL TION tNST UCTION TO CHIEVE AXIMU PLIFT LOAD KING STUDS q ) i i . ; DOUBLE JOIST ~ , FLOOR USP NUMBER DESCRIPTIOh A~PLICATION HOLD DOWN CONNECT TO 1 BIDE OF ALL CORNERS t 8% ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS ~ BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. P~TE Of 2ND FLOOR AND TOP ,ILOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION ~ER SIZE JSP NUMBEF, DESCRiPTiON APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF ~ ST. FLOOR, CONNECT THROUGH ~I~lL OPENINGS LSTA12 1.114"xl 2" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24" 209a, STRAP APPLY OVER RIDGE TO EACH ~FTER 2x6-2x8 LS26 'tSga, SLOPE HANGER APPLY TO EACH ~FTER / LEDGER JOIST DIRECTION WITH (2) JOISTS, UNDER WALL. FHE FLOORS TO EACH OTHER WI THREADED ROD, : ~LL OPENINGS PT3 OR PT7 ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2Xt0 LS210 1t 6ga, SLOPE HANGER APPLY TO EACH ~FTER / LEDGER FOR JOIST NOT D}RECTLY UNDER PA~LLEL WALLS, PROVIDE : : / "~ VENTS SELECTED AND WALL STUD ~ ~%~ THROUGH-ROOF EXHAUST Sill PLATE(S) ~ ~ ~ ~ ~ ~ , WALL SHEATHING ~FT~ MAINTAIN - '~~ VENTILATION WOOD JOIST -- . ,- O .' ' ,' ' -' ' ,' ' -' / FINISH WALL AND MOISTURE ) ~ 2x4 LIEDGER BLOCKING -- ~ ATT C SHALL BE PROV DED W TH A ~ ' ~ F'ASCIA NOT LESS THAN 1/150 OF THE AREA OF L~ ~ GU~ER THE SPACE VENTILATED ALL OPENINGS I~ CONTIN, SOFFIT' / E~. PL~OOD % / / BARRIER TO LAP FLASHING STAFFING TO BE ATTACHED TO WALL STUDS ~48"OC ~ / / . AT WALL - MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ~ / ~. / BETWEEN WALL FINISH AND ' FLOOR JOIST DEPTH gSP NUMBER DESCRIPTION APPLICATION / ,, ' . . ROOFING TO AVOID SOAKING WALL STUD O WOOD GIRDER 4" - 8" lSTA24 1-114"~4" 20ga, STRAP AND JACK STUDS ~' ~ / Z 3N ALL OPENINGS I ~, PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH O ' [NSTALL4'0"O,O. '%~ / ~/ / F~HW~OFO~OH*NNEI bOCA%ION ~SPN"MBE" OE~C"IPTION APPLICATION OPENING~OF%INCHI,~IME"SION. ~OF~ITE~ E~VE H % ~ /~ / / ~ ANDSOASTOMAINTAINAIR CONNECTTO 8" - t4" LSTA3O 1-t/4"x30" 18ga, STRAP 3NANDALLJACKoPENINGsSTUDS ~ % -~ ~' ' - ~~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl o 10-3/4" x 18g¢. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BE~EEN JOISTS THAT A~E SPICED AND iNSTALL 4,0. O.C. /~ ~ /~~ ACTION CONNECT TO *O OF VENTILATION/ OVER BERING WALLS AND HEADERS 14"- 16' ~ LSTA36 1-1/4"x36" 18ga. STRAP AND 3ACK STUDS ~ '' ' ' ' ~ / g NAILS OUT B"- t2" RAFTER PT20 ~t-118" x 20ga. ~DOWN ANCHOR EACH RAFTER OFFIT EASE D AIL 2ND. FL( OR WALL ¢ ~ ROOFING LAPS BASE I ~ ~ F~SHING 4 INCHES ~ '~ ~ ~ ~/~ BASE F[LASHING WRAPS CORNERS, ! RAFTER O RIDGE C~P OF SAME *' /~ / ~ ~ ~ ~U,DERSHINGLESATiM~TERIA~AS~OOFING Z / ~/ ~ SIDES · INCHES AND LAPS I NAILED T~ SHEATHING WOOD JO ST Z O t 8% FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"O0 J WOOD JOIST INSTALL 4'0" O.C, A5 TO FORM DRAINAGE CHANNEL~ AHD ~ / 4" - B" LSTA36 ~-1/4"x36" 1 Ago, STRAP AND JACK STUDS pREVENT CAPILLART ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN, 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O,C, ~A~ER/PLATE RT~5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE [F ABLE, SET FIR JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS B" - ~ 8" MSTA48 1-1/4"x48" 16ga, STRAP AND JACK STUDS -- CONNECT OVER : CONFORM TO SLOPE TO ALLOW FOR SHRIN~GE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE~ALL ~ SPTH4 STUD P~TE ANCHOR P~TES TO EACH STUD j OF ROOF KE~AYFOOTING v '.- L' ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP I/2" FOUNDATION 5/8"DIA. ANCHORBOLT ~ I (CRAWL SPACE OR FOUNDATION) I STORY 72" CC TYPICal ETAIL SILL PLATE TO FOUNDATION WPICAL CONC. FOUNDATION. APPLY PILASTERS (CRAWL SPACE OR FOUNDATION) 2 STORIES 3~" CC STEEL / ~OTTOM ~A~IN~ WALL BOTTOM PLATE TO FOUNDATION O (S~B_ON.G~DE) 1'2STORIES 57. oc OOF JACK5 VENTS D AIE, CONC. SLAB -DOOR F~ME ~ ~ MIN. ¢ ~ NOTCH EQUALS ll4 DEPTH OF BEAM ~ ~ ~ ~'>'~ ' ~ J~ b ~ JOIST 'L~ ~ ~ ~REINFORCING BAR "--~ REINFORCING BAR -~ ' ~ ,' , - ~' ~ '7 ~'~ ~ SHEET METAL / 3~ FELT UNDER BEAM AT POINT ~P[CAL CONC, MONOLITHIC FOUNDATION. REINFORCE WITH (2) ~ REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS~ AND COLUMNS. IMS TO LEVEL BEAM ~ ~ REINFORCE FOOTING WITH (2)~ REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~ARAGE DOOR BLOC~OUT ,'? " A- 13 KING STUDS ~ } / o · ~ -- © BOTTOM PLATE ) . ; DOUBLE JOIST JACK STUDS FLOOR USP NUMBER DESCRIPTIOh APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ~ ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. P~TE OF 2ND FLOOR AND TOPI ~ ~ ~ JOIST DIRECTION WITH (2) JOISTS, UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF ~ BT. FLOOR, CONNECT THROUGH ~lL OPENINGS LSTA12 1-114"xl 2" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga, STRAP APPLY OVER RIDGE TO EACH ~FTER 2x6-2x8 LS26 t 8ga, SLOPE HANGER APPLY TO EACH ~FTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PA~LLEL WALLS, PROVIDE FHE FLOORS TO EACH OTHER WI THREADED ROD, ~LL OPENINGS PT3 OR PT7 ~DOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2Xt0 LS210 I 6ga, SLOPE HANGER APPLY TO EACH ~FTER / LEDGER BLOCKING ~24"OC METAL STRAP ~ CRICKET AT TOP-SIDE OF ~NT~LATION CHANNEL RIM BOARD ~ ~ ~/CHIMNEY RAFTER ~AFT~ ~ MAINTAIN StLLPLATE(S)- ~~ ~ , WALL SHEATHING ' - -~ VENTILATION WOODJOIST~ ....................... ' SIDEWALL FLASHING ~. FOUNDATION ' ' - ' ' ' , , TOP PLATE ~ ~ ~ BLOC:KING . ,- _O .' ~ ' ,' - ' -' - ' ,' ' -' / FINISH WALL AND MOISTURE ~ ~ 2x4LIEDGER BLOCKING ATT C SHALL BE PROV DED W TH A ~ ' ~ FASCIA MINIMUM NET FREE VENTILATING AREA~ ~--~ ' ~ I NOt LESS THAN 1/150 Of THE AREA Of L~ ~ GU~ER THE SPACE VENTILATED All OPENINGS ' CONTIN SCREENED VENT SHALL BE COVERED W TH CORROSION- ~ ~,~ · IJ CONTIN, SOFFIT' / E~. PL~OOD ~ / / BARRIER TO LAP FLASHING STAFFING TO BE ATTACHED TO WALL STUDS ~48"OC ~ / / . AT WALL - MAINTAIN GAP AND ALL WINDOW/DOOR OPENING JACK STUDS ~ / ~. ~ BETWEEN WALL FINISH AND FLOOR JOIST DEPTH gSP NUMBER DESCRIPTION APPLICATION / ,, ' . . ROOFING TO AVOID SOAKING WALL STUD ~ WOOD GIRDER 4" - 8" lSTA24 1-114"~4" 20ga, STRAP AND JACK STUDS ~' ~ / 3N ALL OPENINGS~~1/ ~,, PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH % ~ /~ / / ~ ANDSOASTOMAINTAINAIR CONNECTTO 8" - t4" LSTA30 1-t/4"x30" 18ga. STRAP AND~N ALLJACKoPENINGsSTUDS ~ ~ -/ ~' ' - ~~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT~ 0 10-3/4" x 18gs. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BE~EEN JOISTS THAT ARE SPICED AND '~ ASHING WRAPS CORNERS, RAFTER O RIDGE CAP OF SAME SHINGLLES AT BASE MIN. 4 ~NCHES THROUGH VENT WOOD JOIST t 8% FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ~48"O0 WOOD JOIST 4" - B" LSTA36 1-1/4"x36" 18ga, STRAP AND JACK STUDS pREVENT CAPILLA~T ACT[ON LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN, 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O,C, ~A~ER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE [F ABLE, SET FIR JOISTS APROX, 1/2" HIGHER THAN LVL HEADERS 8" - 18" MSTA48 1-1/4"x48" 16ga, STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRIN~GE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE~ALL SPTH4 STUD P~TE ANCHOR P~TES TO EACH STUD OF ROOF KE~AYFOOTING V ,.. ,.. ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP I/2" FOUNDATION ~/8" DIA. ANCHOR BOLT DRAINTILE * ~ ..~ ANCHORBOLTCONNECTION SUPPORTING M~IMUMSPAClNG FLASHI"GLAPL ~ ~..~''--- I T PIC L BEA DETAIL S~LL PLATE TO FOUNDATION ~PICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x2&"x12" CONC. FTC. (CRAWL SPACE OR FOUNDATION) 2 STORIES 38" oc STEEL / OTTOM WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION (S~B-ON-G~DE) 1-2STORIES 57"oc OOF JACK5 t VENT5 CONC. SLAB -DOOR F~ME //L/ 12" ~l ~>,~' "'> * ~' 4" ;; ~ ~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I'~ - , , a ¢ -, 'LA ~ ~ ~REINFORCING BAR ~. * "--~ REINFORCING BAR - 4 ' DRAINTILE ~ ~! '7 ~'~SHEETMETAL/3~FELTUNDERBEAMATPOINT,~ J~.~/~'A .~%~ ~ , ' '~ _. ~ OF CONTACT WITH CONCRETE OR CONC. BLOCK -~ ~ -- STEEL BEAM ~PICAL CONO, MONOLITHIC FOUNDATION. REtNFORCE WITH (2) ~ REINFORCING BADS THICKEN SLAB8 BENEATH BEARING WALLS~ AND COLUMNS. IM8 TO LEVEL BEAM ~ ~ PLATE (BOLTED TO BEAM) REINFORCE FOOTINe WITH (2)~ REINFCRClNe BARS. 3, MINIMUM BEARING SURFACE FORWOOD BEAM ~B ~OO~ ~LO¢~O~T OR WALL FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION I STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 38" CC (CRAWL SPACE OR FOUNDATION) WALL SOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC (sLAB-ON-GRADE) WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS UBS THE FOLLOWlNGI OR APPROVED tJSP PIETAL CONNECTOR6 FOR PROPER LUIND RESISTANT CONST~CTION, FOLLOB ~AN~FACTURE'5 ~ECOMM~D~ INSTALLATION INSTRUCTION6 TO ACHIEVE MAXIMUM UPLI~ LOAD CAPACITY. , ST~I~ RAILINO ~ OR PPLESTUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROG1 WINTER ICEBHIELD FLOOD LEDGER SNOW SPEEDi DESIGN WEATHERINE LINE TERMITE DECAY DESIGN UNDERLAYMENT HEADER LOAD (MPH) I CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TOHEAVY MODERATE 1'1 NONE RAFTER JACK STUDS RAFTER-TO-LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLOC, USING 1/2" DIA. BOLTS ~16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTIONDECK AND COVERED PORCH NOTES: RAFTER S'1ZE USP NUMBER DESCR]~q~ON APPLZCATJON LOCATION USP NUMBER DESCP~PTION APPL/CATION 1), Unless otherwise noted, all Earning material to be #1 ACQ pressure treated lumber, LOCATION USP NUHBER DEGCRZPT/ON APPL[CA~ON { 2xB-2x8 L$~6 lSga, SLOPE HANGER APPLY TO EACH RAFTER ! LEDGER ALL OPENINGS LSTA12 1.d/4"x12" 20ga. STRAP AppLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvlnlzed or stainless steel.'~ ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLy OVER P/DOE TO EACH RAFTESI~ 2XL0 LB21B ISga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ~,LL OPENINGS ET3 OR ST7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier wgh washers and nuts, ~' '- Girders an concrete piers shall be anchored with proper steel connectors anchored ~,~ 1-1/2"SPACE noconcreewthamnlmum 2"dlax7"longan~horboltwlthwashersandnut~ ~ ~ MINIMUM 3). pos'~ supporting girders shall be anchored to a minimum 24"x24"xl Z' thick concrete -- be 3 ff. below grade,  ".~__ 4). Deck joists to have blocking at 8'0 O ~ POST -~ and nuts at 18" C.c. BALUSTERS ~ ?). All joists tO be supported with h~ngers and anthem. Each Joist shall als. be anchored · ~o girder(s). WALL STUD RIMtDECK JOlS'¢ ~) o OPEN ~SALUETE~ ~.TTACNED TO ~JALL WALL STUD ~ o'""~ ~/' 8). Covered Roofs shall be assembled and anchored the same manner as a typical buiMIng. ~ · ~,. · ~). Use simpson hangers and anchors with Z-MAX trlpple protective coating or equal Z RAFTER TO PLATE/STUD CONNECTION ~ / rot any contact with ACC. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION~ / O ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCR/PTION APPLICATION OF THE STATRS, .ANDGSIP POE[ION OF ALL HANDRAILS LOCATION IUSP NUMBER DF~ERIFTJON AppITCATION RAFTER/PLATE RTl5 TYDOWN ANCHOR CONNECT EACH EONNECTTO RAFTER TO PLATE POST-TO-DECK CONNECTION NAILING SCHEDULE SHALL NOT BE LESS THAN 1.- 1~/4" NOR MORE THAN 2" IN 4" - 6" RAFTER RT,10 i0-3/4" x :~Sga. TYDOWN ANCHOR EACH RAFTER CONNECT OVER UBS HIM. (2) 1!2" D~A. GALV. BOLTS WTFH WASHERS AND NUTB CROSS SECTIONAL D.1MENS]ON, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATF.~ TO EACH STUD ROOF SHEATHING: CONNECT TO _ PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" - 12" RAFTER ET20 21-1/8" x 20ga. TI~DOWN ANCHOR EACH RAFTER JOINT DESCRIPTION QTY. SPACING i STRUCTURAL PANEL 8d ASPERTABLE3.~ ..J GIRDER/HEADER ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTEG Z QTY. SPACING ~ ,IOIST POST/COLUMN RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIt O m ~ POST/COLUMN ., -~ CEiLiNG JOIST 8, WALL: 3-8d COMMON EACH TOE.NAiL L',,,,,,, / TO TOP PLATE 10' WALL: 4-8d COMMON JOIST ~ GIRDER/HEADER PARALLEL RAFTER WFCM. CBC LAP NAIL POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM.SBC LAP NAIL ; COLLAR TIE AS PER TABLE 3.4 EACH FACE E~EC~,/PO~CN ~AIL[NG I SPLICED JOISTS OVER HEADER/GIRDER 4x4 BOITD COLUMI~ PBS44 / PBSE44 / KC4q POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE 6x6 SOLID COLUMh PBBB6 / PBSE66 / KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/H LADE R CON N ECTION TO RAFTER 2- 8d COMMON END NAIL i LOCATION USP NUNBE~ DESCRIFTION APPLICATION I iJOIST TO GIRDER/HEADER RT1O TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN. (2) 1/2" D~A, GALV. BOLTS WTTH WASHERS AND NUTS HOLLOW COLUMN ANCHOR APPLY TO EACH COLUMN RIM EACH EARING PLATE ~ NAIL NAIL GIRDER JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO I PER I TOP PLATE 2- 16d COMMOh FOOT FACE NAiL o~ ~----~----"~ "~1 ""~ WOOD JOIST .. >,, TOP PLATES AT JOINTS FACE · : ~- , STUD TO 24" FACE LEDGER -- GIRDER/HEADER CONCRETE PIER ~', .~ STUD 2 - 16d COMMOh O,C. NAIL WOOD JOIST ' WOOD JOIST "' '?' "' HEADER TO 16" C.C. FACE i .; ~' · TOP OR BOTTOM 2 - 1Bd COMMOh PER 2x4 STUD END FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST, SAND JOIST, 2.1 Sd COMMOn,: FOOT FACE NME CEILING JOIST TO BLDG. CONNECTION iALL JOISTS CONNECTED TO A PLUSH NEADERTO BE BUPPORTFD WITH HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I IF ABLE, SET FIR 3GISTS APROX. 1/4" HIGHER THAN LVL HEADERS ~[ OR BEAN LOCATION USP NUMBER DESCP,[P-~ON APPliCATION ' TO ALLOW FOR SHP~NEAGE. ROD (2) BEANS PAUl4 OR WE44 ~OET / BEAN ANCHOR ~,PPLY TO EACH PIEF O DECK FRAMING: , 'I-- LAGBOLTS '~ ' HOLLOW COLUMN UPLIFTI~ BANDJOISTTO: PER .' A~-~ *~' - mM.30~ST/BD. S[MPSONBTRONGTIEMODELBTRR~./2, DECK POST FTG. CONNECTION SILLORTOPPLATE 2-16d COMMON FOOT r,., K,~ ~,~,/,~. SPLICED JOISTS OVER HEADER/GIRDER I[NSTALLAS PER MANUFACTURS'S RECOMENDATIONB ; /yr ' '"~ USE WTFH RTl0 IYDOWN ANCHORSI! 4K4 POST ~AU44 OR WE4z ~OST / BEAM ANCHOR APPLY TO EACH FOOTING IT '~, ~,~-' ~'~'~Y~ ~.J~" SCALE. DECK/PORCH LEDGER CONNECTION , EK, POST: . .oRwEs. OST,BEAM ANESOR APPLYTO LAC. POOTI. SHEET NUMBER: A-14 JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING 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 TOE-NAIL TO TOP PLATE 10'WALL: 4-Bd COMMON JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - CBC 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 - Bd 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 COMMOh FOOT FACE NAiL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMOh LA, S~DE NAIL STUD TO 24" LACE STUD 2 - 16d COMMOh O,C. NAIL HEADER TO 16" B.C. FACE HEADER 18d COMMON ~,LONG EDGES NAIL TOP OR BOTTOM 2 - 1Bd COMMO PER 2x4 STUD END PLATE TO STUD 3 - l§d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, SAND JOIS3 2 - 16d COMMOn, PER END JOIST OR BLOCKING FOOT FACE NAIL JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING PER TOE JOIST TO: 4 - 8d COMMON JOIST NAIL BILL. TOP PLATE OR GIRDER BRIDGING EACH TOE TO JO~BT 2 - 8d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: SILL OR TOP PLATE ~ - 16d COMMON EACH TOE BLOCK NAIL EACH FACE LEDGERTo BEAMSTR[P 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL PER END BANDTo JOIsTJOIST 3 - t6d COMMON JOIST NAIL BAND JOIST TO: PER SiLL OR TOP PLATE ~ - 16d COMMON FOOT TOE NAIL NC WIND FRAMING NOTES NAILING SCHEDULE pL ,N CC)NTENT , ENER ,L tJ. EIDGE-TO-RA.ERASSEMBLY'.ROOF FRAMING: occu.. cr %1/4" x 20 gauge strap shall be aEached to each pair of rafters in accordance to table 3.4, JOINT DESCRIPTION NAIL NAIL NOTES ~UILDIN~ USE RESIDENTIAL When a collar tie is used in leu of a ridge strap, the number of 10d ~mman nails required Q~. SPACING ~iLDiNG HEIGHT 2~' CONSTRUCTION NOTES: FTE TO S'WA L:3- COUUON EACH TOE.NAiL TOP PLATE t 0' WALL: 4-8d COMMON RAFTER TOTAL ~. FT. OF CONSTRUCTION (DEE PLAN5) t ). The information wl~in this set of construction documents Is related to basic design 2), ~FTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL intent and framing details, They ere intended as a constru~n aid, not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in for generally accepted good building pre,ice and compliance with ~ffent New York ac~ance to table 3.3. When a rafter or truss do not fall in line with studs below, taffeta TO TOP PLATE 10' WALL: 4-8d COMMON JOIST ~RESC~I~TIVE A5 PE~ N,Y.8. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or ffusses shall be affached to the wall top plate and the wall top plate shall be a~ched to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ~ESIGN C~ITERIA I~5 ~c ~GH ~INp ~ITION, ~OOD F~ANE CONSTRUCTION ~ANUAL ~nstm~lon detalis and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs ove~ang{ng the rake side ~ the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weathe~mof compl~ed product, shall be connected with uplift connections in accordance with table 3.3c, CEILING JOIST ~PS AS PER TABLE 3,7 EACH FACE ~HIN~ ELemENT5 A5 'PER FLOOR PLANS, CRO55 SECTION AND GENERAL NOTE~ OVER PARTITION WFCM - SBC ~P NAIL ~T. ~ALCONtE~ 2). The General Contractor Is responsible for ensuring that all w~rk and constru~ion 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3,4 ~CH FACE DEC~ Walt studs above and studs below a floor level shall be aEached with uplift ~nnecgons In ATTiC~ m/o STORAGE meets ~ent federal, state, coun~ and local ~des, ordinances and regulations, etc. TO RAFTER WFCM - SBC END NAIL These codes are to be considered as pa~ of the specifications for this building and a~rdance with table 3.3b. When wall studs above do not fall in line with s~ds below, the EACH TOE ~TTIC~ ~/ ~TOR~GE should be adhered to even if In variance with the plan. studs shall be attached to a common member in the tiGer assembly with uplift connectom In BLOCKING 2 - 8d COMMON accordance with table 3.3. TO ~FTER END NAIL DESIGN LOAD CALCULATION~ ROOF ¢G~OUND 5NOB LOAD) (DO NOT SCALE DRAWINGS). ~). W~L ASSEMBLY TO FOUNDATION: TO ~FTER END NAIL =lmt wall studs shall be ~nne~ed to the foundation, sill plate, or bottom plate wflh uplift ROOM48 fSLE~IN~) 30 4), The designer has ~ot been engaged for ~ns~ucflo~ su~e~islon and assumes ~o :onnectors. Steer straps shall have a minimum embedment of 7 inches in ~n~ete WALL FRAM I N G: ~T~ responsibility for ~nstmctlon coordinating with these plans, nor responsibility for bundation and slab-an-grade, 15 inches In mason~ block foundations, or lapped under NAIL NAIL NOTES GAgR~RAIL5 (ANT DIRECTION) ;he plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION Q~. SPACING C ~nstruction means, metheds, techniques, sequences, or procedures, or for safety precautions and programs in conne~on with the work. There are no warranties for a 3o~om plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXpOSUrE specific use expressed or implied In the use of these plans, spacing Is to be spaced ~d sized In accordance to table 3,2a, ~n addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL ~nchor bolts are [o be spaced be~een 6-12 Inches from the end of a sil~ plate and all TOP PLATE FOOT SEE NOTE: I LOAD PATH ~EE CONSTRUCTION AM~ND PATH CONNECTION 5). Refer to the Window and D~r schedule for s~edor openings. ~omers. TOP PLATES AT t - 16d COMMON JOINTS FACE I (ROOF - FOUNDATION) D~I~ pA~E 4 GENERAL NOTE INTERSECTIONS EA. SIDE NAIL NAIL[N~ SCHEDULE ~ ~ENE~AL NOTE pASE ! ~).WPEIIEXTERIORSHEARWALLCONNECTIONS; BO~OM PLATE TO: PER FACENAILCLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOU N DATION NOTES: ~ype II e~erior shea~alls shall meet the requiremen~ of ~ble 3.t5a-b times the appropriate , FLOOR JOIST, BAND JOIST, ~- 16d COMMON FOOT SEE NOTE; t,~ WINTER' ICESHIELD ~ete~ine Intended helgh~ of finished floor(s) above typical grade. 7), INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: s,ow SPEED DESIGN WEATHERING LINE TERMITE DECAY DES GN JNDERLAYMENT l;oncmteormasonwwallso~udnginexteriororunheatedintedorareas. B). CONNECTIONS AROUND EXTERIOR WALL OPENINGS; SILL, TOP PLATE OR GIRDER ao sT ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: EACH TOE SEE NOTES: 1,3 Si. Crawl spaces to be provided with a minimum t8"~4" acc~s opening, lastall one aEached with the above requirements, TO BEAM NOTES 7).Oampproofe~efioreffoundatienwithbguminouscoafi~gaspersectionR4OGof DECK AND COVERED PORCH NOTES: JOISTONLEDGER 3.SdCOMMON JOIST NAIL FRAMING NOTES into~nc~tewi~aminlmuml/2"diax7"longanchorboltwl~washemandnuts. ROOF SHEATHING: Forframlngmembe~wEh<0.42<G<0.49, the nail slpacing shall be reduced to G Inches o,c. 2).Unlessethe isenoted, allframingandstru uralwoodmate al be¢2+BTR, below grade. Porchas with covered roofs shall hawe t2" dia. concretepiersfortheglrdem. STRUCTU~LPANEL w.c -sac WALL__ SHEATHING REQUIREMENTS FORWIND LOADS: Douglas Fir. 4).DeckJolststohaveblocklngatS0o.c.. CEILING SHEATHING: SHEATHINGLOCA~ON ATPANELEDGES LSUPPORTSINTHEPANELFIELD NOTES openings. EVE heade~ to have (3)jack studs and (2) full length studs on each side of WALL S H EAT H I N G: NOTES un.ors where applicable to all connecting joists. PLUM B ING NOTES ~/~,, osB 6d COMMON 3" O.C. EDGE 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing membem with 7). Provide 2- 1-3/4" thick microlams ( height to match floor joists) around sta~ell andlo~ 2). Ved~ septic system with the Engineer for Suffollk County Health Depa~ment approval. F LOG R S HEATH I N G: NOTE: other access openings unless othe~lse noted {~pical). ]). If wall studs, plates or joists am cut cut during installation for any plumbing related work, JOINT DESCRIPTION NAiL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY where applicable unless othe~lse noted, state code and manufactum's recommendation folr maximum hole size and spacing pertained STRUCTU~L PANEL8 lsd COMMON 6" O.C. EDGE EXISTING CONDITIONS, MINIMUM 3000 CAPACITY. )). Provide bloc~ng/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists ~ HVAC SYSTE a NOTES 1" OR LESS 12" C.C. FIELD 1). PROVIDE 5/8" ~PE-X SHEETROCK FIRE STOPPING AT 10'0 M~IMUM DISTANCES FOR NON ACCESSIBLE AREAS. ~nder all beadng walls. 1). Mechanical subcontractorls responsible for adlhearing to all appli~ble codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-M~ TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 11). Unless othe~ise noted, all reofs and walls to have a minimum t 12" thick, 4-ply Fir ~qulpment supplier. ~ 1), Nailing requirements are based on wall shea~ing a~d ~o ¢or~ an ~rr~c~w r~r~ ~arr~er b~n ~orl~s, and be~e~ a ~p etor~ and ~ha ~dhered with PL400 adhesive and screwed to floor joists. Finished floor to be instal{ed ELECTRICAL NOTES: members shall be doubled, or alternate connedors, NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE t O' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SSC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3,4 EACH FACE TG RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 1 Cd COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO l- 16d COMMON 24" FACE STUD O.C. NAIL t6" C.C. FACE HEADERTO lcd COMMON ~,LONG EDGES NAIL HEADER TOP OR BOTTOM ~ - f 6d COMMON =ER 2x4 STUD END PLATE TO STUD ~ - 16d COMMON ~ER 2x6 STUD NAIL BoTToM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST ~- 16d COMMON FOOT SEE NOTE: t,,~ END JOIST OR BLOCKING NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - gd COMMON EACH TOE TO JOIST END NAIL BLOCKING 2- 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: 3- 16d COMMO~ EACH TOE SILL OR TOP PLATE BLOCK NAiL LEDGER STRIP 3- lcd COMMOI~ EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3- 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST ,- 1 Cd COMMOfl, PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMOI~ PER TOE NAIL SILL ORTOP PLATE FOOT BEE NOTE: I MAIL SPACING ~AIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN 7HE PANEL FIELD 4' PERIMETER EDGE ZONE td COMMON ~ 6" C.C. 8d COMMON ~ 6" C.C. SEE NOTES: 1,3 SEE NOTES: I ( BOTH FIELDS iNTERiOR ZONE 3d COMMON @ 6" C.C. 8d COMMON @ 12" O.C, NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS = id C(DMMON @ 4" O.C, 8d COMMON @ 4" O,C. SEE NOTES: 1,3 NAIL NAiL JOINT DESCRIPTION QTY, SPACING STRUCTURAL Sd COMMON AS PER TABLE 3.f PANELS WFCM - SBC 7/16" OSB id COMMON 3" O.C. EDGE PLYWOOD 6' C.C. FIELD 7" C.C. EDGE GYPSUM 5d COOLERS 10" C.C. FIELD WALLBOARD