Loading...
HomeMy WebLinkAbout41438-Z Town of Southold 4/27/2017 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38921 Date: 4/27/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 6725 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.45-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/11/2013 pursuant to which Building Permit No. 41438 dated 3/20/2017 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 deck addition to an existing one family dwelling as applied for. The certificate is issued to Taendler,Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41438 01/06/2016 PLUMBERS CERTIFICATION DATED 03/24/2017 Brad Piccuch 01torized Signature TOWN OF SOUTHOLD `�UFFocK, BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41438 Date: 3/20/2017 Permission is hereby granted to: Taendler, Christopher 70 Washington St Apt 6G Brooklyn, NY 11201 To: Alteration to an existing single family dwelling as applied for. Replaces BP# 38594 At premises located at: 6725 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-15-8.1 Pursuant to application dated 3/20/2017 and approved by the Building Inspector. To expire on 9/19/2018. Fees: PERMIT RENEWAL $278.00 Total: $278.00 Building Inspector ��o�g�FFnt,r�o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT co TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38594 Date: 12/26/2013 Permission is hereby granted to: Christopher W. Taendler 70 Washington Street, Apt. 6G Brooklyn, NY 11201 To: Alteration to an existing single family dwelling as applied for. At premises located at: 6725 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-15-8.1 Pursuant to application dated 12/11/2013 and approved by the Building Inspector. To expire on 6/27/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $328.00 CO -ALTERATION TO DWELLING $50.00 Total: $378.00 nl-,. Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: \/� (check one) Location of Property: CQ��i� lAJ A-SS,A-J Fd[ _R�) C C) 90& House No. Street Hamlet Owner or Owners of Property: OtkA5 Suffolk County Tax Map No 1000, Section Block Lot Subdivision i�on Filed Map. Lot: leer�b. Date of Permit. 1 Applicant: to Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (ch k one) Fee Submitted: $ Applicant nature SOU��®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a� roper.riche rtCa)town.southoId.ny.us �C®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Taendler Address: 6725 Nassau Point Road City: Cutchogue St: New York Zip: 11935 Building Permit# i4 I q-3$ "3899 Section: 111 Block. 15 Lot. 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mariner Electric License No: 45056-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 9 Twist Lock Exit Fixtures TVSS El Other Equipment: 1- Exhaust Fall Notes: Inspector Signature: Date: January 6, 2016 Electrical 81 Compliance Form As ° ° Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD MAR 2 9 2017 BUMDWG DEPT. TOWN OF SOUTBOLD CERTIFICATION Date:_ 512g//7 Building Permit No. Owner: ChrisTaenller- (Please print) Plumber:_13 cad &- uch (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to`before me this day of 20 V7 2dI`7 Notary Public, V�blCounty TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2a/9 SOpj�olo olycou N TOWN OF SOUTHOLD BUILDING DEPT® 765-1602 INSPEC ION [ ] FOUNDATION 1ST [ PLRG. ] F UNDATION 2ND [ INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �f DATE INSPECTOR i OE SOUTy�Io -- • �o cOUNi`I,O - TOWN OF SOUTHOLD BUILDING -DEPT.- 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL 1 [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOF SO(/ly coum,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1.ST [ ] ROUGH PLEIG: [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL(ep-) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �r - D. c DATE d INSPECTOR ` L OF SO�jyo urm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Smvvpv, 4kw�- -}- CC) b*A� ®-V (1) 64 Sb(g&,--( `0 v-- LAYp(A DATE INSPECTOR ou 1. 13 1 D PLUAMING -- SIM- INSUL ATION PER N.Y. STATE ENERGY CODE ADDITIONAL CW�NT�S RUM POW L�IVRJERMAP.Mod � IY 'O/ WILL .W-2L1 aF14 .MW O,7V 1 TUi.,. M'.�� —�l nI MAW 19141&IM TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1502 4 q' Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees -r Flood Permit Examined 20 Storm-Water Assessment Form 2� Contact: Approved 120 Mail to: y Disapproved a/c Phone: �7� 7y 16 Expiration 2 120—J-511, ('���\�� E BUI b Ol - l� U LICATION FOR BUILDING PERMIT D EC 1 1 2013 Date 02 _, 20 / 3 INSTRUCTIONS 6i DG DEPT a' l3PlyclaiiooDl TH g etely,filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a pen-nit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used-in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the`Building Inspector may authorize;,in writing,the extension of the permit for an addition six months. Thereafter, a new permit''shall•be,required. APPLICATION IS HEREBY MADE to the Building Department for the,issuance pf a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. a��_ "I."�_.5;� - ignature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant its owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises G�i�'S�B�i.�✓ « &e/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and%,ftIe,o corpoia'off'cer) ' .es TP➢,",�i��,,J=,i�D)4�er+ !.^i'...:4'.+Ir�'tf.l lr . Builders License N0'`!!"" Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: House Number Street ff Haml County Tax Map No. 1000 Section �. 1 Block I�s Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5 „gT� .N: �1 a s; sn C r, b. Intended use and occupancy C In/ 4 Ala- I art aj C, 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost ��. 0 D Fee (To be paid on filing this application) 5. .If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories / 8. -Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front /01?. 9,5f- Rear /f5, 70 Depth 27y' Y5' 515- Vr i 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO/IV 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO a 14.Names of Owner of premises ` ✓ Address � Phone No. Name of Architect J4,"a s ). �Lct/ s A; Address ..t' Phone No Name of Contractor 4i& C�. .�� 1 a e-► Address SawN Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS,MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 4.4 being duly sworn, deposes and saydW& PK)plicant ( me of individual signing contract)above named, Notary pdft.State of Now Y11rk No.01iBUSISN50 (S)He is the /�G�0 Q� 1p a Cy (Contractor,Agent, Corporate Officer, etc.) COMMISSM of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner'set forth in the application filed therewith. Sworn to before me its �� day 20 .!�- Notary'Public Signature of Applicant L.� E L/ JAN ® 7 2014 Tow-r.LY-11 Annex 3�'oi5 Alain Road AtT— = '--!"•u'� isr �i aui a v k F.O.Box 1179 nor. ° `efi1n tg .us l Sowhold,NSC 119714959COW 4 KNT 'OWN OF SOU OiD� APPLICATION FOR ELECTRICAL INSPLCTION - - REQUESTEDjBY "-" - - - — __ - _ - _ - Date: /'�-�/- _ Company Name: I Name: License No.: S-®5-6-- Aj L - Address: mo Phone No.: . /6 S 19 -7/ R t JOBS-ITE (INI ORMATIOM: (Indicates,requiied info rnation)' 4 *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: 9000Section: Block: Lot: *BRIEF -DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: � NO Ugh IFinal *Do you need a Temp Certificate: YES Temp Information Of needed) *8000ce Size: 9 Phase 313hase 100 450 200 300 350 400 Other *Navy Service; Re-connect lDndetground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Southold Town Building Department P.O.Box 1179 Permit#: 38594 53095 Main Rd Southold,New York 11971 Permit Date: 12/26/2013 (631)765-1802 Expiration Date: 6/27/2015 ' Parcel ID: 111.-15-8.1 BUILDING PERMIT RENEWAL LETTER Dated: 9/1/2016 Applicant: CWG Construction Location: 6725 Nassau Point Rd, Cutchogue Work Description: RESIDENTIAL ALTERATION Alteration to an existing single family dwelling as applied for. A FEE OF $278.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Christopher W. Taendler Address: 70 Washington Street,Apt. 6G Brooklyn,NY 11201 4 a The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. 2017 ENTGr PEP'S'. � . fir. ty J, h,� CIE M2 R 2,917 TONVIN 0 ' _rOLD nib � m ww. 7 .LOT 49 & .P✓O LOT 50 "AMENDED J AP A OF NA15Z")`A U' .POICV7" F[LEP A U0. 16, 1922, FILE No. 166 CERTIFIED TO A T NA S`rS'A UU• POI T' c�+Ri;sTopHI�R WILLIAM TAENDL.ltR .. x. FIRST N��i�AN TITLE INSURANCE O '.1�W OF SOUTr.�•O.LD $1�P CITIBANK, N. A. SUFFOLK V.d tt1 C'O t�N 1l P N. Y. 1000-111-16-8.1 VALE: 1� 30' p �1�Ko FEBRUARY 44, 2013 SEL g<3 APRIL 12, 201.3 (CERTIFICATIONS) �� �EL,42• 2.'�J• MOT , � 2`� •`F3' , o.2'N �,�,,,..® X �/ �-- E � 1 , -4 r -A STORM ip 't �0 DAMAGED f478,136 20 AG-rUAL NOE H713 �_.,✓r.,•v...- � ppC�L X c,, 1 Ei-•E• ^`I ,� AIL ��• �'� ."G--•��" � t.B EL•39 7 0 1 '°-•`....., r- - C LIQ .4 so x 6 GRAVEL N C1 90 1> ti j `sP G n 74 EL 39.3' o v� LOT 49 — 4•4• N " 1fQP WALL r� �v gJ' �t PLAN-TE,RS Pip LOQ„ -j 1.9's ....•••�".-- �'sjm ALJ 27 -43f L 2 ° Ih'ELL A0>HAL1 50 y ��,...... ssi,27 50 PCO LOT AREA= 20,741 SQ. FT. to tie liames �_ �N.Y,5 LIC. No. 49618 4-CONIC ANY ALTERARUN OR ADDITION TO THISSURVEY IS A VIOLATK.�N YOBS, P.C. OF SECTION 7209OF TI/E NEW YORK ,STA TE EDUCA710N LAW. (63l) 765-5020 FAX (631) 765--1797 EXCEPT AS PER SECRON 7209-SUSIDIW90N 2. ALL CERTIFICATIONS P.O. Rox 909 —�--- HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 91971 97-33.SOUTM ELEViI TIONS ARE REFERENCED TO NA W3- SAID MAP OR COPIES BEAR 7W/MF�Rt SSEZ7 SEAL OF TFIE SURVEYOR 1230 TRAVELER STREET 0 WHOSE SIGNATURE APPEARS HEREON, U.LG, N. Y. �1 14-?--z n — w O LL TAENDLER RE51DENCE cnO N Q T) = c Q q 2 — _ LLJ Lu i v� <F• I _<�_w�<..<w.we_...<<.__.........«...<_....e..w......,......w..,._«.....e..>_..<...._..wo�......w...� r..:":3.2�•} ; 1 z s c6 4 tr 7 t' < d 3 < a. i 3" _ f s 3 s „ _ a yy F' p L. a ! .S.���<. .i.,Y �.s3,r ,i-•<t iw $` .a.x..„,.,vwvi.aa«..*. ' t r � _!�� ! LL m..� '. _ �L__1 _ l_ z O R/ U z � r U W _z EXISTING HOUSE TO REMAIN tj m U � NEW FRENCH WOOD DOORS; Z U PROV. 2- 2x 10" HEADERS ABOVE Q z w/ C520 STRAPPING z Z -,3 ( n O V s - - — - - -- - FWH000II_ - FWH6061I - __FWHGoGII vJ __-BUILT IN BENCH ----------------- ---- --- - __ - -- - - -- - - -- - - -- -- - F N U -- z_ OUTLINE OF EXISTING -- - - --- --- - -- - - -- -- -- PLANTER EDGE[ U cQ _ OUTLINE O DECK BEING REMOVED - - - - - - --- _-- � = O N - - NEW ENTRY DECK - -- - - -- - - - - - z > — co - - --- 'fin 73 -�-' a X G" IPE DECK _ — -__- U1 - ------ -- - - - BOARDS -BUILT IN BENCH--- --- � - RUOLLJ Ln -- - - - --- - -- - - Dowri I 4"X 4" POSTS CAP �-OUTLINE OF J RAIL: I x6" T*G VERTICAL PLANTER EDGE BOARDS ON BOTH SIDES OF a RAIL, CONTINUOUS AROUND ---- --- - -- -- PLATFORM DECK ----- --- ------ � (� IN E N G I ly 0 Go f 3: cc ]> uu PAGE: DECK LAYOUT ���,� 0835BA -- ---- --- --- - ---- ------------- SCALE: -�'" = I1-01, - --- ------ -- ---- �Sst� 4 . 11 . 15 Ln olio LL ° ' N z I - N (s) — I °— Q 1 z � <1 C)(S � 7 — 3 cf) Q� L N O O W C) i— Z EXISTING FOUNDATION TO REMAIN 0 LL_ W z I n U 2" X 10 ACC LEDGER BOLTED r n � TO HOUSE FRAME WITH 5" ` R/ vLn "LEDGERLOK" SCREWS @ 16" O.C.; HANG D.J. FROM LEDGER WITH 51MP50N LU26 CONNECTOR, J m TYPICAL ALL LEDGER LOCATIONS r— •—{ -� - s- I, U ° - 60 N x - o z - - - --- -- - - -_ -- 38'-10" --- -- - - - -- - - -- -- - 5'_8" G"X G" ACQ POSTS, NOTCHED, N Z z ON 12" SONOTUBE w/ POURED - 1O" }' "-- r�" ° rr nn S �I CONCRETE FOOTING 20"x20'x 10"d' ^� I (TYPICAL ALL FOOTINGS) I W � • � - -- - - -- — - o � ' -- U U ' N ' N 0 '-0„ -- - 6-4 /2" T- - 8'-4" --� �' --� 8'` ' � -- 8'-4' ;--- F'-0", lJJ O o O 2- 2x 10 ACQ GIRDER BOLTED O O Z > OUTUNE'OF DECK ABOVE: Q �? TO UPPER DECK POSTS FOR _ _ I"X 12" Ifv1 BOARD CONTINUOUSLY j - O LOWER PLATFORM STRUCTURE x Z z nnu J O - N Ua O AROUND w/ I xG T$G BOARDS n _ z J — VERTICALTO GRADE N LU O m ' 2"X 101' ACQ GIRDE>17 ' - - - � —� — — -- -- — 5„ — = — Lu O 01 _ -III I SEC �- B ION ---iG'-0 1/2" 112" LCA UL 25'-0 1/2"- ® �NIJ ?� O W cti FOOTIN ---- �� -- ------------ 4" = 1 '-0" SCALE OJAM�,y O, E Ncr- U i h < 'p 4i C — - PAGE: PESSIO 4 . 11 . 15 2 CLIMATIC � GEOGPAPiIIC DE51G_ N CKITERIA In o �'I Z w O LL __ GROUND WIND SEISMIC FROST WINTER ICE5HIELD FLOOD O� 1 CV SNOW SPEED DESIGN WEATHERIf1G LINE TERMITE DECAY DESIGN UNDERLAYMENT �j LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS OI z — C -- - - - - ! - ----- -- w () 45 L[35. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE s) G 0P�0 TO HEAVY MODERATE _NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL NOTES zLu QTY. SPACING Q� J015T TO: PER TOE �/ U Q y \ Q�G SILL,TOP PLATE ORGIRDER,4 8d COMMON JOIST NAIL C) in 1 O BRIDGING EACH TOE QFC TO J015T _8d COMMON END NAIL �✓ BLOCKING EACH TOE EXISTING HOUSE O�Sj TO JO 5T 2 -8d COMMON END NAIL STRUCTURE TO S BLOCKING TO: EACH TOE 7) 73 REMAIN SILL OR TOP PLATE. 3 1 Gd COMMON BLOCK NAIL_ p `IO LEDGER STRIP EACH FACE TO BEAM 3 - 1 Gd COMMON J015T NAIL 2- 211 X 101' ACID GIRDER 21'X (5" POSTS JOIST ON LEDGER PER TOE s O 211 X 4" CLEAT TO 3 -8d COMMON — ED THRU POST W/ TO BEAM JOIST NAIL °- — BOLT SUPPORT DECKING - - - -- 0 D 0 2 CARRIAGE BOLTS BAND JOIST 3 _ 1 Gd COMMON PER END v O TO J015T _ J015T NAIL O - - -- BAND J015T TO: PER a O I"X 12" RIM BOARD 2"X 411 SUPPORT 2 - 1 6d COMMON TOE NAIL U z (� _ FLOOR HEIGHT 4"X G" DECK BOARDS CONTINUOUSLY AROUND BOLTED TO F05T5 SILL OR TOP PLATE FOOT APPROX. 2"X 4" NAILER 2"X 10" ACID D.J. I G" O.C. 4"X 4" POSTS DECK *_ PO RCH NOTE5: PROV. H4 T� SCREENING CAP RAIL; xG" 1). Unless otherwise noted, all framing material to be#I ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvin¢ed or stamless steel. ii + TSG VERTICAL BOARDS X 4" IPE SEAT BOARDS V CONNECTOR 5„ I"X 4" TRIM, MITERED 2). Girders for deck Joists to be bolted or anchored to each post or pier with washers and nuts. r� ON EACH SIDE OF RAIL a I 51MP5ON ABU44 G,rder5 on concrete prer5 shall be anchored with proper steel connectors anchored Ll I CONNECTOR(TYP) 2x411 NAILER5 211 X 4" SUPPORT !into concrete with a minimum 1/2"d,a x 7"long anchor bolt with washers and nuts. Q BOLTED TO POSTS i AT CORNERS 2"X 10" ACQ LEDGER BOLTED 3). Posts supporting girders shall be anchored to a 12N 12`x 12"thick concrete footing. Use a rn,nNnurn 1/211 d,a x 7"long anchor bolt with washers and nuts Poot,ng5 Shall TO HOUSE FRAME WITH 511 Z be 4 ft. below gt ade. O "LEDGERLOK" SCREWS @ I G" O.C. 0 HANG D.J. FROM LEDGER WITH ° 2"X 8" POSTS 4). DeckJoi5t5 to have blocking at 60 o.c.. LL_ BOLT TO RIM JOIST 51MP50N LU2(5 CONNECTOR W/ C B X I 5). A minimum of 10 Inch flashing shall be installed between the building and ledger. _ G"X G" ACQ P05T5 ON 1 2° z Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts 50NOTUBE w/ POURED 2 0 ACQ D.J. @ 16 O.C. Iat 1 G11 o.c. L� CONCRETE FOOTING 2"X 10" RIM JOISTS ,G). Concrete piers shall be a minimum G"above grade. z 20"X AI O D E N C H SECTIONS I" X 12" RIM BOARD (TYPICALAL ALL FOOOTINGS) i7) All foists to be supported with hangers and anchors. Each Joist shall also be anchored -- - -- --- - Itog,rder(5). SCALE: 2"= I ,-On — 5ECTI0N - - - - - - -- 5CALE: 4" = J ,-0,, R/ z WIND LOAD PATH CONNECTION AND CON5TRUCTION DETAIL DRAWINGS r J51E THE FOLLOWIr;G USP METAL CONNECTOR.5 OR APPRQVED EQUALS FOR FROPER WIND R.E515TArJT CON5TPUCTION FOLLOW MANUFACTURE'5 PECOMMENDED IN5TALLATION Ir15TP,UCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY CO t a"r.rA. � • tDIA r.1A.iIMLIM 1r 4'DIA MA-IUM Q > z 0 osT r_IRDER'HEADEF- O O �-- rME ° P05T,CC'I UMN EXISTING HOUSE CONCRETE FOOTING STRUCTURE TO o REMAIN -- r- DECKF05T FTG CONNEcrlor, 4-A 4x4 POSTS, 2x4 NAILER5; SCAT ION II JP DESCRIPTION APPLICATION — DEcuFORCH RA LINL; O WOOD CAP I xG T$G 5TAIF,i A,uN P,STIM11 01, r"KeTr POST-TO-G RDERJHEADER.COhUJECTION PaEe„ rosr+ueaa A"aaw 11 BOARDS HUNG VERTICAL use MIN (2) ./2"DIA GALV 5OLT5 WITH WASrrER5 AND r,uTs W r;�'=.rA�E ON BOTH SIDES AS RAIL r^ C CONTINUOUS AROUND DECK A•.r.FPIL' RDE a 2- 2x 10 ACQ GIRDER FLOOR HEIGHT U 5,, I l Z APPROX. 4 X 6 DECK BOARD5 HANG D.J. FROM GIRDER WITH PI,.,rDG:r InI T-_- - I >,O .IPGERJriEAGER-- 51MPSON L�28 CONNECTOR yAHI,E o ° aTNCRETE FILE. ©, : � U �O 2"X 10" ACQ D.J. I G" O.C. o POQr;ccLUMN o (� -9) N PRIDV. H4 V In,P;LII A'1a,-it F All W LL_ O O 1� PLATFORM DECK 2- 2"X 10" ACQ GIRDER HAru'F.nn-ccINNeGrIo", Z U > — CONNECTOR BOLTED THRU POST W/ A.1 IAr,GF C_HAI ILL 0,;TIn,IC CFI,Jr-,FII I IfN111H Po5T-TO-DEcr:CONNECTION Z z0 m 2x 10 DJ 11.E=,TA,F- H✓, -F IF ,rTII-HO=ALLHANrIPAr__=' EADERJ UM BE-raPosTCONNEcrlora 5IMF50N ABU44 - (2) CARRIAGE BOLTS 1BL Ir.-F, " 11, 12, MOFE Him J•I,: Lo E11.1 u5P UMBER IMIM All, ITO APPLICATION _ SE IAIN ,_'�I-DIA �=AL', BOLTS WITH wri HER5 AND NN79 a"'P aeaa An+ -Heft I.r CONNECTOR (TYP) E LI N" _LIMF4- H,,'FT.•E511A`EQF,A[L _I"fAMs MT,� efA HfR `'F,- P�AN E,1�Ir.+I�rr=L`F"UI l-+;F FAr-E GIRDER/HEADEP TO POST/COLUMN CONNECTION 1s1erlms RwssoRIlIG H—PicAee",'LO, All"To erwn rreR LU D O CO 211 X 10" ACQ LEDGER BOLTED Z (� U 03 TO HOUSE FRAME WITH 5" TOPFFNC-TUC r EDUN DLP — TOP PIECe OF sr DlNd AND Ln IILEDGERLOK' 5CREW5 @ I G" O.C.; Q LAPPEDf VLRFIR Sr cnr, rJ =IPGER;neauEF--_-- _ P�eCE of QIDINS BELOW UNDISTURBED SOIL 2 O LA,PLA5TIC BA5F DIRECTLY ON UNDISTURe ED SOIL(ORGANIC5 REMOVED)HANG D.J. FROM LEDGER WITH O C.�'JN'LTEDPLA �T16LDWi-Ae ORS LEVEL BASE O V, 51MF5ON LU26 CONNECTOR W �t} s= A,•lP[AC O FIE E TUEE CTION TUBE AND PLUME PoSvcrwr.w p BRacE rueE G"X G" ACQ P05T5 ON 12" --- - FILL A5 PEP MArJIUFACTURE5',N5TRUCTIONS L 50NOTUBE w/ POURED LOL RF-FMINS _IIhI- - _ - _ -ul- ",OhT=, CONCRETE FOOTING - o llr,m=JTI-,IT1=JTr1Tr III--11 BLoa Ir:�FCR JCIsr HAN9ER. 20"X 20"X I Olyd. P05T-TO-GIRDEWHEADER CONNECTION LA�DOLTS (TYPICAL ALL FOOTINGS) OCATIOH U5PNUMBER DE5CRIPTION PPFLIf,ATIOr, P.IMJCIST/eL a.a=.care<owm" Pe=aarP"se+vrcaa u¢noP rC 11FT rowmu DISTURBED/POOP 501L Pc�'66+Fd=e66;r�b6 "" "v-1111 C,faCn C�,+rury F AY b'LAYER Cf STONE OR `_�rRlgc E.ro DecrrF-oRcrr cowNEcrlon - ® N I Z ?Q 5 E CT I O N I J B I I °T A5E CN CONIPACTEG_PAVEL AFP,T n,� - ivry r�.,_ru+I,.' n, Ja+rr,v nvv+,n fncn T�ar�wry RAVEL DECKJPORCH LEDGER CONNECTION VEL AND coMPAc.r Br HAND __—__ -- - ---_- - -- -- ---- - ---_-_ _ -------- ----_ r PI ASTIr.B - SCALE: 4" = I -O° FAC BASEcor,-rR.ucnorJ ruBE AND PLUM1,BRPCF TUBELL AS PER MANUFACTURES'INSTPUCTIONS-II= III III=,III ,III,III=III-III=ill=III-11 Won[)LO15T IF N~Gy BLOCLINs O coNc PIEP TOOTING (` r BIC-FOOT 5tSTEM5 FOCTONC FORM IN ACCO PDANCE'.NITH 5ECTION I J4 I I OF N 15 P.ESIDENPAI CODE TH15 CE51GU V~ (�, v C0 MFLIE5 WITH THE rNTFNT OE TLIE CODE AND THE MATERIA-OPFERED 15 ?nC IT"�--------- - Q - WOOD fIRDER Q AT LEA-T THE EQUIVALENT IN OUP.ABILIT,AND EFEECTIVENE=-+JF THAT DER-HEADER 0 EI 5 LNG I PRESCRIBED IN THE CODE THE 0IV151ON OF CODE ENFORCEMENT AND P IC50 EVALUATION IO SER Tn15 PRODUCT ACCEPTABLE FOR USE IN rJ Y 5 BADE[)UPON ICBG EVALUATION SERVICE REPQR.T j015T5 WITH HFADERJGIRDER ER 5495 AND 5UEJECT To THE CONDITION5 THEREIN ('- -L, r "JLFI,Tff 1' A FLL15H HLAF.FF TI BE'LIPPr F FED A1rh SPLICED JOISTS OVER HT5 THAT GIRDER ` ,7{ - _ SPLICED JOISTS OVER HEADERJGIRDER PRcvIDE BLocr wrs eEnAFEs,Jn5r5 mar APE SPlcep< W rnr PF-ALF. rLeLeL ue,v r J�LI IF,+PIF ':"Fr=1_'I';r_AFF I,4"H.FIEF THAN L`.I HEAGEP` LCti PTI(N USP NLIMBE- CIEs-_RIPTIDN ARFLI AE1CMJ U5EWITH R.TIOTYDOANANCHOR5 •„y{ f TO ALIS 0W r='F:IHFFV AF-1 _ _ _ - - - C1r++,EC'rcPaCn leis= LN DC7 PAGE: 0835BLN QPE'S S O% 4 . 11 . 15 3 A, i 9'- 1 12„ STORAGE LOFT OVER BATHROOM BATHROOM BELOW (STORAGE LOFT OVER) r r I 0 OPEN TO BELOW RAIL , TAENDLER=RESIDENCE DETAILS OF THIS AREA ARE 6725 NASSAU PT. RD CONTAINED IN ORIGINAL DRAWING �r BEDROOM BELOW -1 � 6300 yn� �(0)F NES EY -- EXSISTING WALL TO BE REMOVED EXSISTING WALL TO REMAIN EXTERI❑R WALL NEW WALL - -- b .... .�.:,_� BRICf< WALL DATE REVISION .13'(EXISTING FLOOR PLAN STORAGE LOFT PLAN 1/4" = 1'-0" 3.30.17 DA-FE: 4/13/17 SCALE: 1/4"=1'-0" DRAWN: P,I,Ni CHECKED: TITL E EXISTING AND LOFT FLOOR PLANS ADDRESS: DWG. NO. 6725 NASSAU POINT ROAD CUTCHOGUE, NY A — I JUB NU, SHEET 1--[JF-1 D APA 2 4 20017 BULDI 'G DFPT. T®"(V, N OF q,0Vr"f'*f'I) REScheck Software Version .5•5.0 J Compliance Certificate C� -(_ Project Enttrgy Cade: 2013 t-Jew York Energy Conservation Locatian: Suffolk County, t•Je'ur York Consmuction Type: 5yngie4arr ilii rroject Typ,tt: Alteration Climate Zane: 4 [5750 14DD) Permit Oaf" ,Permit Number. Consrtructi,on Saye: ineringent: Designer)Centracwr: w::s _ „�'sE"Rc�. r''„ati�"`�'-"I•"'.�w�t. % ( ;��� ''rb:k-� - _.�` '��i',,�io-",�'. t2�?°`mts .�'1 .�z.s -�+rTa.,a#. ,�-.u�,.e. ,�`� t,�:p`' �'�°�^`s� ��"1'"x f•• _ ��,� .�'- �$ 'tai.$` � . '. ,- ;� s'.,Y.x F��W,� 'kk: '�, ���'"sa46,�;;�.a.. *;fit ..,n~• 4v kj�y'+"`y Compharxe: 0_9%laetter-'1L2n Cade vkxl Turn VA: 11S 'Your VA: 114 Thu%flQwr w'JP:rzv Thrn C.dw Ind"rdflaeta ham s:ua m:anNAirsa cea hv-4n,ea;roiad sn ea lrr�aIr r_Iaa�. Lf 9025 VIDT prrsidw in waimime aF*iwr7t u2t rr sz.rul•kva:a a m,+�m:r�:x3u hernia. Envelope Assemblies soon lFoor:l{r_e+ s15@rOr$Orade 37 10.0 9.31115 3� InsuNtio s dapt;l: 0.3' W-2H: Wood c'rame, Min.a.c. 434 23.0 0-0 9.G57 23 NEW WINDOWS 3Yindovr.Woad Frame,2 Pane vaf Low-E 54 0. 10 17 Door: Jolid 20 0.300 9 Ceiring: Flat or Scissor Truax, 330 20.9 0-0 0.035 12 P`amp�ience 1*� •msns: Thee ropaz+d building d=sign d_.°'cf1t mere is canYiNtent vaildn theebuil-ing plans, sp,cificationa, drA a-her _alc 5tions�u6mitted vit6 the permit application.The;arapa�e$ s ding has 1%eA design d to meet the 2010 New fork Energy Conservation Conatrut=_ian Cowie re-quirements in RGSm--xk vitrsion . and to comply with the mandatory requiremenru listed in the aREScnieck Insp!r_tion Cnecklry t_ \l 1Z.'L NEW WINDOWS L EL I ELEVATION SCALE: 1/4" = 1'-01' SCALE: 1/4" = 11-011 Project Title: Report date: 11120/13 Data filenarne: Page 1 of 7 r°°� � • I I�/ �tit I \ I ( �i •� A105TAINLE55 STEEL I I II y I 1z•o.c. 11 - t 7JOAlOR GALVANIZED A WOOD SCREWS W, /' -3 +t WASHERS @ 12O.C. /S � � 1 I cj . ' - EFORE -O _ v...,_. f„RiMrsNT AT I I 4\ O• I ) '1 I ) s �I ) I 1 I )( .1 B .11,1;1 . �� - SOLDER US :U I1�1 CIO 1/2•APA FATED SHEATHING L _f 11302 S..... TO 4 i M FOR THE 7 % / 1/2'"ARATEDS S / `•j I '1 P. ICS rr•- 1• �UPPLYISYc 1 EIVI CAIVIV(JI i'. G�/l JG Ifw�r�� fIJNS: v (ALTFRNATIVIYE:7/16"O.SB.) ,I ® 1/2"APARATEDSHEATHING PUMP ( " J TWO RECaUIRCDC> � M OF I%LAS. • j I j ' ® I (�RNATIVIO ED7/16"O.S.B.) / — ouT --.-i POURED CONCRETE I) ( I I y I) I I S 3"0 ROOF VENT w \/ 7 Z. ROUGH - FRAMING & PLUMBING #10 STAINLESS STEEL NEW BATH /\ / v- n `S r'Oy ORNLESS SIZED �• (I 1'�ULA I/ION WOOD SCREWS W/ = j G. FINAL - CONSTRUCTION MUST CL I ®I BE COMPLETE FOR C.O. WASHERS @ 12"' 1 1 WINDOW SILL 3 1 1/2 1 1/4 1 114 `° rn Q O rn ALL CONSTRUCTION SHALL MEET THE , REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE W.C. b ( °cj, / �' DESIGN OR CONSTRUCTION ERRORS. 11 • • SHO ER 3" O U` �} 3 -O 4 OR E tATH F.A.I. ( ------------- ' MIN. N PLUMBING T-a° i 2--4° i I I I y I 011/4I( � I•. 2 I-- L ( r" _` CODES OF A&LWATER BLINES WNAE5ETD 3C.O. NEVtOPIK ST"I..ic & TOWN CODES ( STING BEFORE COVER E IG -8 z1 4'-1 1 /z1Z Zb 3 N 0 AS REQUIRED`AN&GQND 1QN_,9OF LIj 4 — THIGH RAILING OR "" SGU � " t%,,QOARD HALF WALL PER CODE a _� S0rr1q� TF1N TRUSTEE 3/4'PPAPLYWOOD 4"c.l. T�0 APROVED 1 sHEATHING I I I I HTOUSPE SEPTIC SYSTEM titi Ij 1 � � � SLOPE" 1/4" PER FOOT PITCH TO DRAIN NEW BEDROOM • r � • �) r f I r I • IJi • 2X4 DFII r I II lI I ST11D5 11 M BI AY 0 f n I I + I I d185TANE555TEEL REPLACE WITH NEW MULLED WIDOWS a I I ORGALVANRED Ci b REMOVE EX.OH DOOR OPENING I I wooD scREws w/ WASHERS 0 12.O.C. USEUNLAWFUL • e a e • 11 USE MULTIPLE PLYWOOD ASSEMBLIES 1-2X4DFt2 STUDS CONNECTED CXW135-3 �" � TOGETHER N/I1H STAINLESS STEEL D FLAW N BY OR GALVINIZED BOLTS W/WASHERS A31-3 ' 11 AND NUTS 912`0"O.C. OF OCCUPANCY WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 11/20/2013 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" FLOOR AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 11 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. SCALE: 1 4 — 1 -O ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENLUG IT IS TO COVER. SCALE: 1/411 "" V-011 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �F NEW YO RrTAIN STORM WATER RUNOFF h� DEER�O'Q�j SHEET N U. PURSUANT TO CHAPTER 236 co Or THE TOWN CODE. w _z 'Vo OAROF S����P WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RE51STANT 4 GOOD CONSTRUCTION, FOLLOW M,ANuF ACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS ENDWALL RAFTER CRIPPLE STUD WALL STUD u o 0 BOTTOM PLATE u RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1 ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION rCATIONESP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS1 RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP 00 CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD Q CHIMNEY RAFTER AS REQUIRED RAFTERS SILL PLATE(S) WALL SHEATHING MAINTAIN \ VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. WOOD GIRDER THE SPACE VENTILATED. ALL OPENINGS ED VENT z 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- l CONTINCSOOF IT/ EXTNPLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESHIll INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOIr1=1TED EVE 8"- 14" LSTA30 1-1/4"x30" 18 a. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR g GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18 a TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / '� 9 INSTALL 4'O" O.C. '�• ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8"- 12" RAFTER RT20 21-1/8"x 20ga. TYDOWIN ANCHOR CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS / ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER 5OFFITED EAVE DETAIL 2ND. FLOOR WALL \ OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES / \ RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME / EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST �®- TOP PLATE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @4$"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, 51DEWALL5, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0" O.C. AS TO FORM DRAINAGE CHANNELS AND 411-811 LSTA36 1-1/4"x36" 189a. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ATR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CL ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF TO ALLOW FOR SHRINKAGE. REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SILL GASKET �' � SUBFLOOR { WOOD JOISTS cim CONC. SLAB NEOPRENE TYP. CONC. FOUNDATION A _ GASKET ^�� 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY ��, `� BOLTED TO STEEL BEAM WIT14 EMIL POLY ON EXTERIOR GRANULAR FILL STEEL COLUMN ; _ \ � i I I/2 " DIA. BOLTS o 48" o.c, STAG, ROOF JACK CONC. SLAB �' p - \ `� �� �� STEEL BEAM � n i 1 � o � � � IIeb db 4 x 1/4 COMPACT FILL x 8 STEEL p D ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING b n ° a FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �, o �'^ p CONC. FTG. p Q p G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� I !/2" GROUT • a ANCHOR BOLT CONNECTION 1 \a��';o �o� " �� • - ^ n (USP LBPS58 OR BP583) � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS i i ( 10 KIPS SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACK& 4 VENTS DETAIL II � SUBFLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM , GAUSE JOIST COMPACT FILL USE 2X8 i FOR BLOCKOUT STEEL BEAM DRAWN BY: r 4" SL.Ae b _ BLOPE P.T. PLATE UJB 6X6 UJMM 411DRIVEUJAY NOTCH JOIST AND ADJUST HEIGHT 11/20/2013 p 1/2" AIRACE �° ��� ., a °Q o , (WITH A NAILING PLATE IF NEEDED) AT END AND ° ° P , 0 T BE APROX. 1/2" OR HIGHER THAN ^ ST ^ � � � c-C='a IDES OF WOOD �Q � � --«--^--�,---^-- o D o D ° EEL BEAM TO ALLOW FOR SHRINKAGE SCALE: 1/4" -- 1�-0�� GRADE �' BEAMS - o p o (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. o —�i l _ 12" p ,c ° D !, ,p ,, ° �\ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -� p p , o �� I I I SUBFL OR MIN. 'o o n o •� •^ REINFORCING BARNOTCH EQUALS 1/4 DEPTH OFBEAM !— D P o _ o o II—II SHEET 1�f 10. REINFORCING BAR a ° -I I a°, D GIST F NEw DRAIN TILE I.w� t� o o° SHEET METAL/30# FELT UNIDER BEAM AT POINT 1 ' _ a L�'n �° �° I ,�4'O oEEr�kO 12" - T STEEL BEA ' OF CONTACT WITH CONCRETE OR CONC. BLOCK _rrr=rTr rT�IZfr1=i T r - � TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '^ A SHIMS TO LEVEL BEAM PLATE (B •_ � wz REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM F fr z GARAGE DOOR BL.00KOUT ��Fop BEAM POCKET FES ,I da 4000r%, WIND FRAMING NOTES N ILi I� DIJL LAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING I I When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOIN"f DESCRIPTION QTY. SPACING NOTES BUILDIN�i USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL 5Q. FT, OF CONSTRUCTION intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE A5 PER N,Y,S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM- SBC LAP NAIL EXT, BALCONIES (00 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 2- 8d COMMON 20 3). Dimensions shall take precedent over scaled drawings. accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: RIM BOARD TO RAFTER 2- 16d COMMON END NAIL EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOM5 (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 NAIL NAIL 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 NOTES GAURDRAILS (ANY DIRECTION) 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 6 GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and Sym,: 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16" O.C. FACE FIRE PROTECTION 5EE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL (SMOKE CO2 DETEC?ORS) in table 3.15a-b. TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK �+ 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE T0: FOUNDATION N OTE S: Type II exterior shearwalfs shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST BAND JOIST, 2 - 16d COMMON PER FACE NAIL C L I MAT I C � C�O C I�A�H I C DESIGN C I�I'�'�f�IA 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 C� p determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR F RAM GROUND WIND SEISMIC FROST WINTER ICESHIELD FRAMING:G: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 2). All footings to rest on undisturbed (virgin)soil. (MIN. SOIL STRENGTH AT 2000psi) Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING NOTES MODERATE SLIGHT TO 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 20 LBS. 110 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:$). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL 4). An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE Any g g with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with#4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3500 p.s.i.. Concrete to be TO JOIST 2- 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick.All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) p y 3 - 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6). Crawls aces to be provided with a minimum 18"x24" access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 p p g attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft, of area. C PORCH �+ JOIST ON LEDGER PER 70E NO-FES 7). Dampproof exterior of foundation with bituminous coating as per DECK AND COVERED f ORCH NOTES: TO BEAM 3- 8d COMMON JOIST NAIL N.Y.S. Residential Construction Code. A 6-mit polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. THESE NO-FES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per town and N.Y.S. Residential Construction Code. 2 . Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ) g p ) � SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored SHEATHING: Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12 x12 thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For STRUCTURAL P 2). Unless otherwise noted, all framing and structural wood material to be#2+ BTR. PANEL below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. Sd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shalllcM�N T� FOR WIND LOADS:l be reduced to 3 inches o.c. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. WFCM - SBC WALL SHEATHING R E l��a(L.J CEILING SHFATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES CLO 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING 4' EDGE ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2)2x10#2 + BTR. Doug. Fir. where needed. @ @ GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD WALLBOARD 5d COOLERS 10" O.C . FIELD INTERIOR ZONE 8d COMMON " Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all �, @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 openings. LVL headers to have (3)jack studs and (2)full length studs on each side of 6). Concrete piers shall be a minimum 6 above grade. CL openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall WALLSHEATHING: S�+ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored (NAIL NAIL NOT�d7 g pp to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot 5). All flush beams/headers to be installed with heavy duty galvinized hangers and p �+ 8d COMMON ) g edge zone attachment requirements shall L L�M S I N G N OT PANELS WFCM- SBC be used. anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD 2). Tabulated 12 inch o.c. nails spacing assumes sheathing 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential p g g attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD ++ 10" O.C . FIELD 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR f� �7 H�AT H I N G: 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Provide insulation baffles at eave vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. needed. HVAC SYSTEM NOTES 1" OR LESS 8dl COMMON 12" O.C. FIELD 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. s per Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor THESE NOTES ARE ONLY TO BE REFERRED TO IF 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED adhered with adhesive and screwed to floor joists. Finished floor to be installed Fireblockin shall be provided to cut off all concealed draft openings both vertical and horizontal over subfloor aas per manufacture's instructions. equipment supplier. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between a top story and the roof space. 11). All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. " on-center at the ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building Contractor and owner for final review and approval. is nailed 3Ipanef edge to obtain higher c shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2" sheetrock. All walls to be taped and finished. .ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 12). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as ffreblocking in walls constructed using p staggered parallel rows of studs or sta studs. DRAWN BY: approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected torch down type material over. 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot - 16d nail per foot. drop ceilings and cove ceilings. 11/20/2013 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces SCALE: 1 4�� = �-0�� under stairs shall comply with N.Y.S. Residential Code. \ 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of F EW YO,Q flame and products of combustion. ER �I' mo w' �� KOs'f,*tom SHEET N O: 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. �2sF No �2 'OpROFES