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HomeMy WebLinkAbout43878-Z t �EFO Town of Southold cow a 10/20/2020 ' P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41541 Date: 10/20/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1,895 Delmar Dr, Laurel SCTM#: 473889 Sec/Block/Lot: 127.-4=7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/10/2019 pursuant to which Building Permit No. 43878 dated 6/17/2019 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: accessory garage as applied for. The certificate is issued to Cielatka Jr, Steven&Schroeder,Laurel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED un--- t o e Signature TOWN OF SOUTHOLD �rii BUILDING DEPARTMENT TOWN CLERK'S OFFICE �sn� SOUTHOLD, NY piv 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#: 43878 Date: 6/17/2019 Permission is hereby granted to: Cielatka Jr, Steven & Schroeder, Laurel 895 Stillwater Ave PO BOX 523 Cutchogue, NY 11935 To: contstruct an accessory garage as applied for. At premises located at: 1895 Delmar Dr, Laurel SCTM # 473889 Sec/Block/Lot# 127.-4-7 Pursuant to application dated 6/10/2019 and approved by the Building Inspector. To expire on 12/16/2020. Fees: ACCESSORY $330.40 CO -ACCESSORY BUILDING $50.00 0-'�- VTotal: $380.40 ilding 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, propertylines,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: 1(check one) i `� t \ ` Location of Property: yl,s �Q�fYI C.� (�� \ Civ('�` \y \ `��C� House No. Street Hamlet Owner or Owners of Property: S�C� 2C1 C cam\C\\k--C-,, -ts—uffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 0 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate:/ (check one) Fee Submitted: $ �JIJ Applicant Signature of SO(/l�o # TOWN OF SOUTHOLDBUILDING DEPT. x `ycautm��' 765-1802 INSPECTION i [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATI""O��WC/AULKING [ ] FRAMING /STRAPPING [ FINAL �lc� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (� DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) p�H ......................... cZ 'FOUNDATION (2ND) c ROUGH FRAMING& i PLUMBING �y • 0 INSULATION PER N,Y. STATE ENERGY CODE • y FINAL L-O& L :tJ ADDITION44L COMMENTS n w U h z ' d ,H 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SQUTHOLD,iNY 11971 ,' is of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502' S rvey Southoldtownny.gov PERMIT NO. � heck Septic Form i N.Y.S.D.E.C. Trustees i Ca.Application Flood Permit Examined ,20 �� Single&Separate Truss Identification Form inn-Water Assessment Form 7 Contact: 1 Approved __,20 � : Disapproved a/c ' Phone: �O�`'—7 "k" Expiration 120 ) s Building Inspector L�i, JUN 1 0 � 2019 APPLICATION FOR BUILDING PERMIT F w Wil. ' . % '. Date , 20 TOWN or SOUTH 1 i; INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and s{ubmitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. I b. Plot plan showing location of lot and of buildings on premises, relationship Ito adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit steal I be kept on the premises available for inspection throughout the work. ! e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every'building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and o'her applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees,, grees 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. i (Signature of applicant or name,if a corporation) 1$CI5 (Mailing address of applicant) y � . State whether applicant is owner, lessee;agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesC)e C�,Q( (As on the tax roll or latest deed) If applicant is a'corporation, signature of duly authorized officer (Narne and title of corporate officer) I • Builders License No. Plumbers License No. Electricians License No. Other Trade's L'icense No. 1. Location of land on which ich proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 SectionBlock Lot I L ' t,a? Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy C\CL<?SSOG-�( 3• Nature of work (check which applicable): New Building ` Addition Alteration Repair Removal Demolition Other Work (Description) Estimated Cost 1ST©�� Fee (To be paid on filing this application) V5. 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 Storie' 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner b1 l Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X, 13. Will lot be re-graded? YES NO )�_Will excess fill be removed from premises? YES NO� 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address 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. ��t� CONNIE D.BUNCH 18. Are there any covenants and restrictions with respect to this property, * YES public, a of Now York IF YES, PROVIDE A COPY. Qualified in Suffolk County Commission Expires 4oril 14.2 0�,() STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of 20_a C; k Notary Public Signature of Applicant Scot-t- -�SUFFa��� Sr1,F01 1\\4WA\T]E1K �CO�I. A. Bussell SUPERVISOR IM[ANAG IENCEN T z SOUTHOLD TOWN HALL-P.O.Box 1179 a �] 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti��O ��� Town Qf{SQ u th o l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑(� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑M E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑RF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP' Complete the Applicant section below with your Name, Signature,=contact=Infor-mation,Date-&-County-Tax-Map_Number!Chapte"36-does-not-apply-to4oul-projecL *_ if you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date. e,� 1�^ District NAME �`�� C;.���. -� iP„ I Section Bock Lot 64 i-0<< Bliii_i)1:\ta DEP.=_i?T.�li "I- 1,.=1: C3;t;1_':' .i,. Contact Information li► l Reviewed By: f / - - - - - - - - - - - - - - - - - - Date Property Address / Location of Construction Work -' - - - - - - - - - - - - - - - 1l�J � ��Gf; LA- Approved for proceb�ing Building Permit �� / Stormwater Management Control Plan Not Required �\(� i -1� ❑ Stormwater Management Control Plan ib Required (Forward to Engineering Depailment for Review) SMCP-TOS MAY 2014 o�QSu�Eat,��oG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road .t Fax(631)765-9502 CM P. O. Box 1179 _ CM Z ` ------South-old,—NY-11"971'=0959 a• i --- BUILDING-DEPARTMENT - - -- - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: �� O Location of Properly: ��Cl (�4,�\��Ylc.�( Aer - �C.yC2, V l Please take notice that the,(check applicable.line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation,to an existing commercial or residential structure to be constructedd.or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered.wood construction (PW) Timber construction (TC) _ in the following location(s) (checJc a-ppJtcab ejin ): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signatur Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 _ R } - s MLI-mm-'�3.k'"t� 7 '+'fi.-r 7 VIRIE, hS '-ow- y�'+�� 1 T 2"• � �j sa` d . ,t. c"f" .n' s`, �..F . ✓«�. ,ar t#'rte tw t° a r- .r a F r>4rS` f 7 xf d t sg 4 e• ,Gzr�"'`£Cr*• f"rn z`" '-` i:`i ENE s S` nG ✓ , z �," 7 r� Ya t .k� Y y ' i'"1G�i• 9 T 4;.1 �7t; A tE � � � 't �. �"`c >.u- "4 t�`w� t-x"-S ta'.t.'•v '.�," �: ��'ti*•'"f s 1{t � s�i'.�'^-�� �r Y�� L;•v. #�^ t+' v r7+�S'{ a» i :: .r �h 3 ,E� t ��g wry£ ..ttr.2'n " � t4 :g),{.`�v �v," y� -„� { F•��s`' 417 ki• h'f*;}.,,.y} K w f ,'t ,.'}-xs� h; qn so 1. r 13 �A N �� 5�' F• Vii.,-.�.Sx '��� � �r�j y-� �� 4 ��r • (4�r s ��y" is� e,� F': , .�- r �r�': r, t � t; �•� � t `` .& .� y �{- �*+ C het y � �..,� li �i�;.. �'•� � � � d ��<� 1 � � •yt I 3. x 3• F.. '� Arm r YY " [r Mrso Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 I�COWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD July 8, 2020 Steven Cielatka 1895 Delmar Drive Laurel, New York 11948 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey showing accessory garage Plumbers Solder Certificate or Pex Affidavit �b Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals requried Final elevation certificate Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43878 Accessory Garage SITE PLAN OF LOT 14 N A5 5HOWN ON"MAP OF LAUREL COUNTRY E-9TATE5° FILED IN THE OFFICE OF THE CLERK OF 5UFFOLK COUNTY ON e 4 JUNE 22, 1970, A5 MAP#5486 SITUATE: LAUREL TOWN: SOUTH O LD SUFFOLK COUNTY, NY s 5UFPOLK COUNTY TAX# 1000 - 127 - 4 - 7 \A �ad�ay x,40 �7 �2 •22' asp \ a Ao„� � \°2 ° 3' \ N \ gyp'( A` ° ' -� t s 9-� 2A.\ p z e F�GP�G 62 W2A`0I 9Uo 0 O a To- \V k90 00 0 Cielatka Residence Proposed Garage @ 1895 Delmar Drive Laurel New York o� DRAINAGE SYSTEM CALCULATION5: Laurel Steven Cielatka GARAGE ROOF AREA= 57G 5Q. IT. 57G 5Q. IT. X 0. 17= 404 404/42.2= 9.5 VERTICAL IT. OF 8' DIA. LEACHING POOL REQUIRED PROVIDE (2) 8' DIA. X 55TORM DRAIN POOLS PROPOSED NOTE5- LOT COVERAGE CALCULATIONS GARAGE —0-- WOOD FENCE - —x CHAIN LINK FENCE EXISTING HOUSE - 1 ,81 7 SQ. FT. or 8.2%O W[c 05.302018 EXISTING DECK - 505 SQ. FT. or 2.3% Rcpt pw I8I2 PROPOSED GARAGE - 57G SQ. FT. or 2.G% mom U*FE Area = 22,058 Sq. rt. TOTAL COVERAGE 2,898 SQ. IT. or 13. 1 Area = 0.50G4 Acres MAX ALLOWABLE 20% DM,O, GRAPHIC 5CALE I"= 30' AOO 5 U IAV EY Of LOT 14 AS SHOWN ON A MAP ENTITLED"LAUREL COUNTRY ESTATES" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY,JUNE 22, 1970 AS MAP NO.5468 e 1 51TUATE: LAU RFL w TOWN : 50UTHOLD 5UFF0LK COUNTY, NY p� 5� ay s SURVEYED 09-28-2020 \05����"a�� SUFFOLK COUNTY TAX # J t G I000 - 127 - q - 7 c I N Q CERTIFIED TO: 3�Ot� 0 STEVEN CIELATKA N f ° t k�6 s LAUREL CIELATKA O S O Q G 9'i 5 A2 10 O� 2 L N � ;c9 ; w 206 Y N f?p N 3y T AA w Q � 9A O �Q Gp,KP Fa c� �OyO�O �pC \A \ O ! I 6 0rmo Ap L �V M �0.� \3 OCT 1 3 2020 TQ7V ,T 0"IF wDyr-cu,OLD NOTES ®� WE "Unauthorized bearing alteration or addition 's a survey ® MONUMENT FOUND JOHN C. E H LE R5 LAND 5 U RVEYO R �� Eye map beanng a licensed land surveyor's seal is a violation of section 7209, sub—division 2, of the —�(— CHAIN LINE;FENCE � ,y� ^ � New York State Education Law" 5TOCKADE FENCE "Only copies f'am o the original of I suyr marked with an origsurveyor nal of the land surve or r s s ��— PICKET FENCE stamped seol shall be considered to be valld true copies G EA5T MAIN STREET N.Y.5. LIC. NO. 50202r '- '� h, 4 "Certifications indicated hereon signify that this Area = 22,058 5 Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 survey was prepared In accordance with the ted �j '� Wing Code of Practice for Land Surveirs adopted �• fxc " by the New York State for of Professional Area = 0.506 AcresLand Surveyors Said certifications shat run only GRAPHIC SCALE I"= 30' je,5urvey@optonhne,net �2SFp 502 to the person for whom the survey is prepared and on his behalf to the title company. LAnI�S tat agency and lending institution listed hereon, and to the assignees of the lending Institution Certdica- 2020-156 tions are not transferable to additional institutions, TR .. EQU:9ED 12'-0" 12'-0" jj - N0" Eua.r!ca:,`.. �. i `hi',I _r`{ v ------ ------ ------- 785-1802 8 f;<<; O ? F'"d; MIR f;iE I � FOLLOVVINIG i. FGUfJUTICN T'A10 REQUIRED FGR POI.JU-3, Ci,NCRCI".2 2. f;GUGI-{ - Fi;X'1If,!G & PLUMCING I 3. INSULA'f UN o JIM DEERKOSKI, PE 4. FINAL - COiJST L)CTiON MUSTN 6X6 POST I phone: (631) 298-7116 BE COMPLETE FOR C.G. I SI M PSO N CBSQ66 (BY OTH E R) ALL CONSTRUCTION SHALL MEET THE I POST ANCHOR RCCUPE-'MEN T S OF THE CODES OF N,71,7 YORK STATE. NOl RESPONSIBLE FOR DESIGN OR CONISTRUCTION ERRORS, I I STIRRUPA- - 1---- ;-----I- @ B��O 'j COMPLY WITH ALL CODES OF t 12" dia. CONC. PIER NF-W YORK STATE & TOWN CODES I---- -----I- (4) #5 REBA - - - AS REQUIRED AND CONDITIONS OF I I VERTICA SOUTHOLD TOWN ZBA I I SOUTHOLD TOMI PLAA,CNG EOARD I I (4) #5 REBARMIN. 3' SOUTHOLDT0111TRUSTEES I - EACH WAYBELOW GRADE XY.S.D`C I N 30"X30"X12" fiv.1Gy OqCONC. FTG. W agt "IOUSLI 1 ,r I � I I I I 1 ® I cU RETAIN STORK WATER RUNOFF PIER DETAIL PURSUANT TO CHAPTER 236 OF THE TOWN CODs. 24'-0" SCALE: 3/4" = 1'-0" FOUNDATION PLAN � SCALE: 1/4" = 1'-0" Xx155 5/12 Pitch 2.2..5" 2X110 Ridge Pole 2X10 Ridge Pale V 1x4 Roof Strapping 1x5x144" 16„ OC 1 6X144 0" OC Collar lies (Collar Ties I � vr L - DRAWN BY: JD T-' 5/30/2019 SCALE: SEE PLAN P � �k 0 m SHEET NO: 725 288 CROSS SECTIONS SCALE: 1/4" = 1'-0" JIM DEERKOSKI, PE phone: (631) 298-7116 Front View Ri-ght Vier _ r%j v 110 110 24M 20 24 10 229-1/2ri P. < &-I " 34-1/2" 24" 2x6 Top Plate Gx42" Angle Braces �" H 21 2 Box Beam "Posts6x6x 112-3/4 � U i� V 0 6x6 Treated Sills 42" Nailer Height PI IC4 144" 144" 144" 1 26611 288 M DRAWN BY: JD Left R�a r view 5Lft V i ear /30/2019 SCALE: SEE PLAN ELEVATIONS P� °F�"Cwyo SHEET NO: SCALE. 1/4 V-0" �s 0 * �tw fi 1. (P�� Z dw w 0�,.�r� 502 ssol WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ JIM DEERKOSKI, PE ENDWAI.L RAFTER phone: (631) 298-7116 CRIPPLE STUD WALL STUD BOTTOM PLATE RIDGE HEADER f LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER IDLSCRIPTiON APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH /SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP I APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 189a. SLOPE HANGER APPLY TO EACH RAFTER/ LEDGER JOIST DIRECTION WITH (2)JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIREBLOCKING TLY DER PARALLEL WALLS,PROVIDE WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF RIM BOARD CHIMNEY AS RIM TILATION CHANNEL RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' ' •' ' ' " SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAFFING 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 THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0'O.C. �i� ON TIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH CONTIN, SOFFIT EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Va INCH IN DIMENSION. / FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30` 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY " CONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4 x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12"RAFTER RT20 21-1/8" z 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ���� KEEP ROOFING NAILS OUT 2ND. FLO R WALL OF(LASHING ��• ROOFING LAPS BASE L'Ll 'I FLASHING 4 INCHES n BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN.4 INCHES THROUGH VENT WOOD JOIST V ^ TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS NETAL FLASHING AT ALL EAVES, SIDEWALLS. WALL STUD AND AVD RAKES-- PROVIDEEDGES HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS 01 r INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION I..�J 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2 ON ALL OPENCONNECT EACH INGS RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2"HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PCONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. &REDUCE BUMP OUTS LATES TO EACH STUD DBL. SILL PLATE I r�SUB FLOOR SHIELD SILL GASKET ` , WOOD JOISTS *414 TYP. CONC. FOUNDATION CONC. SLAB NEOPRENE DAM2x8 CONTINUOUS WOOD PLATE C •' � � I 2x6/OLYO � 6 MIL. POLY EXTERIOR N V GASKET �♦♦ 6MIL POLY ON EXTERIOR V GRANULAR FILL • � � � BOLTED TO STEEL BEAM WITH V STEEL COLUMN I ' A ♦♦ 1/2 ` DIA. BOLTS®48"o.c. STAG. G a °. ° • 1 ROOF JACK • ^ CONC. SLAB I ,e 1F• vANCHOR BOLT EMBEDMENT. ♦♦♦ STEEL BEAM Q POURED CONCRETE: 7" �, T • COMPACT FILL : BLOCK WALL: 15" ♦♦ 4" x 1/4' z 8' STEEL •� 2" x 6" ANCHOR BOLT_ p ° ROOFING LAPS ♦ TOP AND BOTTOM PLATE KEYWAY FOOTING s V a • • FLASHING AT C • •) C•p °' CONY. FTG. �•p �•p (s' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1♦♦ / . O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP533) ♦ 1/2" GROUT p REINFORCING BAR 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT - NUPPORTING MAXIMUM SPACING FLASHING LAPS (10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION i STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONY. FOUNDATION. APPLY PILASTERS 2 STORIES 36`OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"z12"CONY. FTG. CRAWL SPACE OR FOUNDATI N STEEL/BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57'OC SLAB-ON-GRAD ROOF JACKS& VENTS DETAIL CONC. SLAB / I DOOR FRAME SUBFLOOR 6X6 10/10 WWM GARAGE COMPACT FILL DOORG JOIST USE 2X8 STEEL BEAM ��♦ I FOR BLOKOUT •� 4' SLAB W/6X6 WMM \ SLOPE • P.T.PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT DRAWN BY. JD • AT AIR SPACE• < 1 • •7 1 2' (WITH A NAILING PLATE IF NEEDED) • �• �• - ••'�a AT END AND •• .' ,o • •• TO BE APROX. 1/2"OR HIGHER THAN ES OF WOOD RAD • d ^''-a ��-v-•'-- "�•,O BEAMS • STEEL BEAM TO ALLOW FOR SHRINKAGE •0 ��'C �, a . a .• < •','p = • O • • ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" x 6X6 W.W.M. • a _ a'• C e • O •w °•� p•.0 – MIN. a,•f�0 t •` •• n'O A4 • .• NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM •O C • O •& t' �SUBFLOOR 5/30/2019 •••• 4 —REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF BEAM I p s' . ^ °• II–II , � 1 w 0 • REINFORCING BAR • I • O•,•'► �° IST DRAIN TILE r ��I 4 • –_ 12' •s SHEET METAL/30# FELT UNDER BEAM AT POINT �)" O O STEEL BEAM OF CONTACT WITH CONCRETE OR CONY. BLOCK – SCALE: SEE PLAN !� 3" 71 PLATE(BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION REINFORCE WITH (2) p4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w •w SHIMS TO LEVEL BEAM f� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOR BLO KOUT BEAM POCKET 5j0Jo SHEET NO: m o 02502 ���SslotA ' O ENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE r PLAN CONTENTS: G1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL-4-8d COMMO RAFTER 1).The hformation within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) intent ind 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 TO TOP PLATE 10'WALL 4-Sd COMMON JOIST 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 JIM D E E RKOS K I, PE 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 CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT 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 phone: (631) 298-7116 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 2),The Genera!Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-I6d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 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 GAURDR QTY. SPACING AILS ANY DIRECTION 200 EXPOSURE CATAGORY DESIGNED FOR CAT.C precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt ( ) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-I6d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.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 FIRE PROTECTION Syn.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: 11 FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR JOIST,BAND 101ST, 2-I6d COMMON END JOIST OR BLOCKING FOOT SEE NOTE:1,2 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE SIGN UNDERLAYMENT FLOOR FRAMING: DEC"AY HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED r �••� 2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES V QTY. SPACING MODERATE SLIGHT TO joint material between concrete slabs and abutting P ) g JOIST TO: ER TOE HEAMODERATE 3.Provide 1/2"expansion 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES PTO VY concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL s).coNNECTIONSARouNDEXTERiORWALLOPENiNGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2.Sd COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE Bd COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:13 9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs BLOCKING TO: EACH TOE ( ) &. 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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. 8x16 cast iron foundation vent for every NOTE:2 FOR PANEL FIELD 6).Crawl spaces provided with minimum x24"access opening.Install one 3I6d COMMON 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 r 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.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 FL�d. r 150 sq.ft..oof area. attached with the above requirements. TO BEAM JOIST NAIL � DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. v N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 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. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. )• 1 P SILL OR TOP PLATE 2-I6d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).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. F EA H I N i V For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. l 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTS'- SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL Sd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM.SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: `..�. NAIL SPACING NAIL SPACING AT INTERMEDIATE \1 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES ) g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACINGSEE NOTES:1,3(BOTH FIELDS) 4'EDGE ZONE Sd COMMON @ 6"O.0 Sd COMMON @ 12"O.C. 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 6).Concrete piers shall be a minimum 6" 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all above grade. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall 5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"O.C.EDGE be used. 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 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. WALLBOARD 5d COOLERS 10"O.0.FIELD on plans. 3 For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g other access openings unless otherwise noted(typical). .PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1). 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTIONQTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES sd coMMo 1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED under all bearing walls. 1NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. p equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor DRAWN BY: �D 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain hig`ier using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural 5/30/2019 adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces SCALE: SEE PLAN ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-I6d nail per foot. 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. F Nrd SHEET N • 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. (� • be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. Q �g 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' Q DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY o °a? TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. Z LU Ln '• .• ((`�A�O��75 2 P���� O SSION