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HomeMy WebLinkAbout40544-Z ��o�gUPF�I��oGy Town of Southold 8/16/2017 0 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39131 Date: 8/16/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 380 The Greenway, East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-47 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/14/2016 pursuant to which Building Permit No. 40544 dated 3/22/2016 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: ADDTIONS AND ALTERATIONS INCLUDING AN ENCLOSED ENTRYWAY AND REAR SECOND FLOOR DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dylgjeri,Filip of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40544 08-01-2017 PLUMBERS CERTIFICATION DATED o ' ed Signature o�SnFFnc,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 40544 Date: 3/22/2016 Permission is hereby granted to: i Dylgjeri, Filip 30-40 30th St Apt 3K Long Island _City, NY 11102 To: construct an addition/alteration (entry/portico ONLY) as applied for. At premises located at: 380 The Greenway, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-47 Pursuant to application dated 3/14/2016 and approved by the Building Inspector. l To expire on 9/21/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $219.20 CO -ADDITION TO DWELLING $50.00 Tl. $269.20 Building Inspector - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 76S-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. 01 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- $100.00 3. C6py 6f-Certificate-of Occhpancy--$-.5' - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 3 9 1 16 New Construction: Old or Pre-existing Building: X (check one) Location of Property: J ! le 6SY'eoti W&k mo-za"I House No. Street Hamlet Owner or Owners of Property: r L L_ G-T E JZ ft0 �k D 1 IA �'� L G 3C-1�1 Suffolk County Tax Map No 1000, Section 030 Block 0 Z Lot 4,7 i Subdivision Peb O &reA _'n45; Filed Map. Lot: 107 Permit No. `I D-514 D,atle of Permit. Applicant: Health Dept. Approval: I l7' Underwriters Approval: Planning Board Approval: em Req P Request for: Temporary Certificate Final Certificate: (check one) �o Fee Submitted: $ S y 4,//-�p Applicant i ature pF SOUj�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® aQ roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dylgjeri Address: 380 The Greenway city,East Marion New zip: 11939 Building Permit#: 40544 Section: 30 Block: 2 Lot: 47 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: MD Electric License No: 4925-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment Entry Way Notes: Inspector Signature: Date: August 1, 2017 0-Cert Electrical Compliance Form.xls so @,0 UlH �o� olo �ycouto,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ vj FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK DATE 114 V3 INSPECTOR �� 9p ti� l0 ��y00UNI'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ ] FINAL QLI�CI � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: QK l DATE q 1141 INSPECTOR rAF SOpj�°lo , cou TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING a REMARKS: ' � -A"0, DATE ���� INSPECTOR OF SO(/Tyolo i% • �o Vn COUM'm,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ol ELECTRICAL (FINAL) REMARKS: DATE r ' INSPECTOR EN G ;I ;NEE;R'IN :C 13 June 2016 Re: BP#40544Z Building Inspector D [ECT30'V[a Town of Southold D Main Road JUN 13 2016 Southold, NY 11971 BUILDING DEPT. TOWN OF SOUTHOLD Dear Sir, My client would like to obtain an amendment to his existing Building Permit#40544Z for the property at 380 The Green Way,in East Marion to build a 2nd floor 10 foot by 16 foot balcony. Attached are the architectural plans designed for that amendment. Also please note that I have inspected the footings for the front entry structure for the existing Building Permit. I have also inspected the footings for the proposed 2nd floor balcony for the amendment and I certify o the best of my knowledge that the footings are in compliance,to New York State Code. ®�NES �o•0625 ®FES310 `� BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FIS0HETTIENGINEER IN0.COM 631 -765-2954 1 725 H O B A R T ROAD S O u T H O L D , N E w YORK 1 1 97 1 LLs 1 mi -yL, �7II - io ENG1NE:E:RVN, G D L��ObL� 13 June 2016 D Re: BP#40544Z 5 E P 2 6 2016 BUMDING DEM Building Inspector TOWN OFSOUTHOLD Town of Southold Main Road Southold, NY 11971 Dear Sir, I have inspected the footings,foundation and damp proofing for the front entry structure for the existing amended Building Permit. I certify to the best of my knowledge that the foundation and, damp proofing are in compliance to New York State Code. 05 SS1 BOARD) CERTIFIED IN STRUCTURAL ENGINEERING a r3 s mPH(P F-I S CH E-r-ri.co m F1 SO H E-17-171 ENO IN MERI N 133.C 0 M 63 1 -7153S-29S4 1 725 HOBART ROAD SDUTHOLD , NEW YORK 1 1 97 1 fto . � . . Is • �G 1 1IMULATIONPEAN, ENERGYSTATE rr MI M F,A V 'Ml. M;,:., MATA will.mm at��'d,/ ,.arm.. itl r / 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) 765-1'802 Planning Board approval FAX: (631) 765-9502 ®��/ .�/ Survey SoutholdTown.NorthFork.net PERMIT NO. 0 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 'Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration ,20 J7 Bui mg T e a - _ VAR 1 4 APPLICATION FOR BUILDING PERMIT f Date 3! �� , 20 BtMDING DEPT. INSTRUCTIONS 'OWN OF SOUTHOLD a. This application MUST be completely filled in by Typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or,public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and;other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or fo re val or de on as herein described. The applicant agrees to comply with all applicable laws, ordinances, building c de, ho ing cq e, an regulations, and to admit authorized inspectors on premises and in building for necessary inspections. l (Si nature o pplica t or name,if a corporation) 1-)2-5 � f 1214', sad-Aa Id (Mailing address of applicant) State whether,applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder E7n5l VW-o4,1 Name of owner of premises ` lie L (V) '/}- �- PY7 I (As on the tax roll or latest deed) If appl'icarit'Is'a corporation, signature of duly authorized officer E=5,<<(Name an-& itle,ofcorporate officer) Build`e'rs`LYc�o's�`No'�'•'1`:> ;f`°'''•''r=` Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of landhic�sed work will be done: �� � 1 • House Number Street Hamlet ' County Tax Map No. 1000 Section U 3 Block 0Z Lot z Subdivision Re b(6 te ?10" /7�/k45 Filed Map No. Lot ! C) 2. State existing use and occupancy of premises ar�d intend d use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �,�Da ^ 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 4Z Rear 37).9 Depth 3O Height 2'7 t Number of Stories 2 Dimensions of same structure with alterations or,additions: Front Rea p 7, Depth 3® Height 27 Number of S Df1 ;` 1 °�f =' 8. Dimensions of entire new construction: Front Rear D t 1 Height Number of Stories °t 9. Size of lot: Front 7 Rear / Depth "Z?0 , 9 , :kl"tet; 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 NOA 13. Will lot be re-graded? YES NO X Will excess fill'be removed from premises? YES NO X F I L-1 P 0-iL&yERj 3 �n GIZEEKINT4y3-) 3Lf 7-0,31- �6 �7 14. Names of wner of remises &Lk 1D Iw q D11-620-Address E'qS 1- Nftfz\or� t/1 QPhone No. 39 :7 - 6 P-9'- 7-532 Name of i=Mit `l• t75c-he C Address l72SfA&Pfi- Phone No 63/--72 -295-'1 Name of Contractor Ok Y. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS • COUNTY OF-Ij dI �JQ 'f �_ `� ' being duly sworn, deposes and says that(s he is the applicant p ) (Name of individual signing contract) above named, TRACEY L. DWYER (S)He is the � C5 NOTARY PUBLIC,NO.01 DW 306900 NEW YORK ( ontractor,Agent, Corporate Officer, etc.) QUALIFIED IN SUFFOLK COUNTY ��a COMMISSION EXPIRES JUNE 30,2ALy of said owner or owners, and is duly authorized to perform or have performed the said w an to make and file this application; that all statements contained in this application are true to the best of his knowledge an belief; a d that the work will be performed in the manner set forth in the application filed therew' Swort tp before me this,n ' h day of IV (IT C� 201 otary Public 0Signature of Ap licant Scott A. Russell ° ��� STORIAWAT]EZ SUPERVISOR NIAN AG]ENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 �f. ��44 Town of So u th o l d A 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) ❑0 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ ] B. Excavation or filling 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. ❑LCY J D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - -on FIRM-Map-of-any water-cour-se:---- ❑R F. 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 Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. 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. c� / District NAME F 1 L r L lT�� I iPrim) Section Block Lot 3 PO mac— GCZEEN w fty - L��g,wiur<, (-On BUILDING D,_ - "'. IE.rNT LCL t)\Ll' Contact Information: 3L, ]: — 9 3 ' :�-C j q- 'rd<Nham Numixd Reviewed By: — — — — — — — — — — — — — — — — — — Date. Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — 3 Au Approved for processing Building Permit. Stormwater Management Control Plan Not Required lea Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 o�ac�uFFQtk' Town Hall Annex 54375 Main Road � G4� Telepli'one(631-1802 Fax(631)734-9502 P. O. Box 1179 coo Southold, NY 11971-0959 1 { BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD 'CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: _ I i SIL G- TES ► Location of Property: � 80 TIW GW.W V 55 M Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: '-A I Name (person submitting this form):; Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC - - -----PANT Ohl-E---- -----— -- - -- — -DESiGN-ATION-OF-CONSTRUCT=ION - -- - - (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 1/2" STROKE _.....-..------------------_..... ._. ...�EStGN-A1'FQN"FORS'I`RUC'I`Ut2'At- ••- ----•---..-...__-.-.. .---...-•-------•-•---------------- -----• COMPONENTS THAT"ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDEI\ii IR AIICN-SIGN OaVPIJANCE WITH 19WCRR PART 12654 rorrosca.e CODES DIVISION EXAK/IPLE TRUSS IDENTIFICATION SIGN DATE:08(0812005 .rte : . . NEW YORK STATE DEPARTMENT OF -STATE - DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION �OEPn'RjI.SENT••d-F,�(I.ic tqo '�'Zf S Telephone(M1)7&,,`-IW2 ® 1 9 {631}7 roer.richert own.saus .n . y0 Southold,NY 11971-0959 D Of SAY ,2 3 1'�� i$UELDING DEPT. aUMDzt3c DEPARTNTNT T® 1®F 50�1'r TOWN OF SOUT�iOLD RICATION FOR ELECTRICAL INSPECTION REQUESTED BY: CL9 Date: t1 Company Na,jo: v l -i L� -. Name: , mh-a - License No.: Lf - Address: i' W e='V' " - I &1 Phone Nw .. U E7— JOBSITE INFORMATION: (*Indicates requited information) *Name: f" Lo D'A •6 *Address: T *Cross Street: C2 G *Phone No.: Permit No.: Tax•Map District: 1000 Section: tjC) Block: Z. Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) g- (Please Circle All That Apply) *Is jab ready for inspection: :�YY1 NO Rough In �Fin *Do you need a Temp Certificate: YES Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Reconnect Underground number of Meters {Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION I � 1 I ` &2 Reque,st for inspection Form �� 4©� o I I . . . . � ». . . ` AW' z' : . � . i s p x b a� WL a AN 'Alhw _ S ,rte I k r� r 1 a ..a 1 s j j gp• e - � . ''`'�;. �. �, `, £. �:� .,_ , . __ _� �`"I�i T d i l C � a; - '4 �--.k .. .. 4 i 1"- L' . AZ4 ►Nil ' . Aw t ,�i • !. _ ��` ," "`Wi=t. - _:,,,�,�. qrk ly �••' ?ANS.+.. 1 E � • s �4 S r l , flr r • r fi v 4 t ,M F n v QF SO�jj�®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road N i},L �✓ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 January 10, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Filip Dylgjeri �,� 30-40 30th St, Apt 3K ��y�� " k I" p�(� Long Island City, NY 11102 3 br('" Re: 380 The Greenway, East Marion TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (for lighting) A fee of$50.00. Final Department pp Health De Approval. t p Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 40544—Add/Alt r�}t'-v.sw.�9f�{�'.r,-rs +:F- .. �,J.�L NC/. 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(TYP) 0 3/4" SUBFLOOR F 2X10 FJ @16' OC 4'-2" 5' w 2X1b FJ @16' OC I � � EXISTING FLOOR d —— ——— 2" SLAB Z "V w fV r W c Z Z o C� coZLo 16"X8" FTG W Xo) „�- 8' (2) #4 REBAR F Q m p L O h=- ' SK2 `j O =)c i wo- c�i�� 9A LL O FOUNDATION ®� �y SECTION A-A DRAWN BY: JF 09/16/2016 SCALE: NTS AS CONSTRUCTED SK-2 4� Leo lir D srucco AUG e 6 2096 et� x Bu"INO DEM s�nnnn.. ,, , s° - TOWN OF SOM OLD - �- - - - �--� W-1111-5 3 ; O i 4j. .111 4-r „1. w o� ( N CORRIDOR FLOOR '3 �✓ � PLATFORM GROUND LEVEL 1ST STEP exhding 9 plumbing beyond W LU • Z co On 11M BOOM Z Z { FM �� �� O � U) existingW d o cc Plumbing 5 iI • • 13-0 CESSPOOL i CORRIDOR FLOOR 4. co DRAIN PIPE i iPLATFORM DRAIIN BY. A � i { { , 1S STEP V4;' 07 1E/2010 --- ----__�_--- _.._�— -GROUNDLEVEL ------------- --SCID-N13 - --------- AS CONSTRUCTED SK-1 14'-O" ' (2) 1/2"dra, THRU-BOLTS D _-- - ----------------_-----______ --- -- �-1 • E __{_____- 48"dia. ONC. 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L (o : w U � FRIGHT ELEVATION 1011 f L . �, ,t o % SCALE: 1/4 = 1 -O _ F • ',.Y'.� r, �. 11 ��e� - DATE: -- 6 — R.P.n l () t/ - .� a -�r-), �P �tscy O r- C ? ,y,. �� � Q� F� v• (n , r•. �9 I-• t I I ^4 !"v DE j I`,��it� t S��r ..�,.�tl•-:4� .✓.erf'.:� ,er.�l'( f1T , ^�w" �• _ _ : �'r _ '.? fl P`w.,1 i� 'J`•r C'"1 r-. r r'- t k? S1 ,�� 1�. v T, � , t,,; THE n '� . t a; z f r I tv . 1. r7t:,!'1^r'f'�TiC l - Thr,,' f"OiPR �-, ct� y I t� �l. \�%yy c 5�0 , F.fr rGJ :'_� Gt,4iGFT P�' !. RO Cr H - FRh;li 11%'�i F:. ,"i.l..ir':.ii?li•, , +C ESSION ,�. , 1 . .I T(," MUST , � 11 4. FINAL CG117RJC 4 IOI I I'u:a ST al L ccrlsTr,ucTl4,�l "I�t,I f ,SET TIHIE DRAWN BY. IF ,M , - ' . - @ F ESUt�•nci`°l1 OF THE CGCk:S OF(dtil"! YORK STl,TE, f G7 "ESS O s01�3LC FOR - DESIGN OR CONSTRUCTION R 3/8/2016 • Ot�SThUGi 4OIv ERf;ORS. ' . ' : e SCALE: SEE PLAN . . . r : r, ,i M' •r �. . .. SHEET_ O ��- . 1____L___1____ 7- -�..�-17--.-."...."......'..', - .'...,-,...�..-...,---,�.I.-I.."�.........,.-."...�.�..-"...�.-...,.- Z__-- , -� .1 ".�'--1.1'111'1�', I ,Z.,�...-,/...,-,.....---,..--�.-,.....,.".,....,-.� IF . 1 . --f v, m ,� :, , ��, -. ... . . . ,�,.,. :. . ....:, 1, - ,-.-,. :1 - .-,-.. :. - -,--. 1, - .-,-,. :. - -:,.— :1 - I.'.... :1 - -,�_­ :. - ..,--. :- - .1.'11'":', -I-.-.�_1, 1. .*-,'.'.­.­-_-,-''''..-: ,. ." .....,� .' '.. ....I __­_­ji'­-1 :,�,.,T' ­­;� ..... ,...,....., .._a A-..-. .�......«. ��i. _n ___ _ ­._ _ ­­�. LEFT ELEVATION . A r--] SCALE: 1/4" = 1'-0" B 23 B 23 1 1 42'-O" 1 ' 42'-O' 14'-l1/4 ; ; 21-43/4' 1 u ' 1 u 1 n 1 if 1 � 6 -10318 6 -10 6 -10 6 -1031: 811 1 ' 1 If 1 , , 1 I'O --15/6 1 ro-��8 ; - 1 1 1 , - ------------------`----- 1---------- -_ ------_- --------_- W/ ' ; C ) 2X10 AGQ CsIRDER C3J 2X10 ACQ GIRDEIR ' ~J 8X8 POST (311 5-1/4X11-1/8 WOLMANIZED PARALLAM I -----� , 1 ` ----' I 12"dia. CONC. PIE I = * 1 O (TYP.) i I 24"X24"XI2" FTC-s., 1 At ' 1 3' BELOW GRADE 1 ; F+i 1 ' 8X8 POST ' _ U ' - ----------------- == -+--------------- -------------------------------------- '_ ' __ -'---- - - - - - �- '�---------_----_'- __ -'----—---- -'- __ O - -- -1---------- I -------^--- t- --------- ------------ U - �n -------------- - ------------- - -------------- _ �p 8-1/4X1-1/4 WOL ZE6 PARALLAM s-1/4X11-1/8 WOLMANIZED PARALLAM I � i � i ($p 2X10 ACQ CsIRDEr2 ; i (4) 2X10 ACQ CsIRDE� ; `---- `-----'I `------ `------ `----1' M �� -, 12"dia. CONIC. PIER I r '� 24"X24"X12" FTC:. I CO 3' BELOW GRADE o DECK \ V X REPLACE DECKING: AND RAILING: ; e W ' O I 0 ALTER DECK AND NEW STAIRS ' a ' I Q ; ' ci I 04 0 1 �, O LEDGER BOARD TO BE FASTENDED X I n I TO BUILDING: WITH TIMBERLOK I SELF-COUNTERSINKING: SCREWS ; ' I ' BY OLYMPIC MANUFACTURING ' REPLACE EX. SLDG, DOOR P88068 i (� I ; (2 SCREWS o 32" O.C.) ; I REM VE EXISTING o P• ; BILCO DOOR ( ; 1 I I CLOSE OFF w/ NEW WALL t ROOF (VIF) r EX. BATH ?E>4, DINING i�001�'1 � EX- BEDROOM 1 No, 2 I I EX. KITCHEN ` m 1 1 � f I L — — — 1 , JA EXISTING: STAIRS 2X6 STUD WALL ; I TO REMAIN 1 ' REMOVE EX. WINDOW 2X8 RR ml6"OC ' 1 CLOSE OFF OPENING 1 O , -------------'--- I _ 1 _ ------------ --------- ---------- - --- T- 1 1 1 1 - CV , , 1 1 I 1 1 1 1 1 1 • 1 , 1 ' I 7 ' Z r -; r — ------ 1 I Z � 1-------- I r I I EX- TYING ROOM I I 1 ---- --- 1 I � ; I I I I I WC40N 1 L J L — J ; --------- EX- BEDROOM 1 ; , ; • O O u ------ No. 1 , Z W 1 I ' U1 , 1 ' ' ' —1' ' II • O `•J ' 04 REBAP lw12"OC W U) AND AT FTC:. (TYP.) (2) 11-1/8 1-1L FL BM , UL ' O�- T - 1 I I ' I Y ------------- - � 2X10 SFJ i i =- -------- ' SCOPE OF WORK C�G _ ,V o L b _ •_�-- - ' Gj �i '� -- — b `•—v g u V -I I 4',0" 1. REMOVE EXISTING SIDING.PROVIDE NEW STUCCO. a a 1 ,I''1 ` � � �O,R111'I C�� 1 1 ',i ,•`-. o, _°� ' _,DDD •I DDc •o+ tiI ° , o ,I CONCRETE CHEAK WALLS fiu t O 2. REMOVE EXISTING ROOF SHINGLES. PROVIDE NEW POIWA� !AUST AS REQUIRED TO SUPPORT HEIGHT EFJJ MASONRY STEPS cP CERAMIC TILE ROOFING. OUNt GC 2 % CONCRETE SLAB SCALE:' 1/4u 1 -Ou -- -- ---- ---------- 3. REMOVE EXISTING BALCONY.PROVIDE NEW BALCONY AT 2ND.FLOOR. ; +-----------------+ +-----------' ————————— y ' .o ✓ ( ' 4. REMOVE EXISTING DECK AT FRONT. 5. PROVIDE NEW STORE FRONT AT 2ND.FLOOR??????? DRAWN BY: JF 1 I I 1 I ' 6. PROVIDE NEW CONCRETE STAIRS AND STOOP AT ENTRY. ' INSTALL NEW ENTRY DOOR. `-- ' 3/8/2016 1 7. REPLACE REAR SLIDING DOOR AT 1ST.FLOOR. 1 ; 8. RE-BUILD REAR DECK,NEW DECKING,NEW STAIRS AND SCALE: SEE PLAN ' 1 RAILING BOTH SIDES. ' -------• 1 A ----- - - --- 2 3B ' 1ST. FLOOR �C --------� 2 3 SHEET NO: SCALE: 1/4" = 1'-0" A F-1 +F� 4" II M ---ITT #10 STAINLESS STEEL OR GALVANRED 1 I • WOOD SCREWS W/ I \ I ( \ o I I � • WASHERS(!12"O.C. I S I I lr I I I I I 1 1 I 12"O.0 12" • ` , I I � ` 1 I . � � I � I � I I 3 2"APA RATED SHEATHING / / I GRADE PLYWOOD II I t r (ALTERNATIWVE:7/16"O.S.B.) SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/I6"O.S.BJ #10 STAINLESS STEEL OR GALVANIZED WOOD SCREWS W/ WASHERS @ 12"O.0 11 ' WINDOW SILL 1 1 1 I I I 'I I III 14'-�li4" 2-1-43,411 - 24"OC 4" M ® p 4. At .-. r ( IJ cv Z w w z II II •fl II(if(, 1 I • 'J/' I(iIl II 1_(I`j••.•I1IJ JI I I iII IVI\ 1I I I !.I��J�'' 'I(tiI I I ( ISti , O 12"OC BALCONY 3/4"APA LYWOOD SHEATHING OO 00 2X4NLCD436116 NLCD436115 •------------------------------------------------------------------------- �Zw POPOST (2) 2X12 DF•2 HEADER • P) ((TP) STAINLESSSTEEL OR GALVANIZED WOOD SCREWS WASHERSQ12"O.C MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED I I TOGETHER WITH STAINLESS STEEL ' OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL I L _ _ _ I r - - - AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) J I I WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" i AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO ' COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL I I CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. L — — — J ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. .-________ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. EXISTING BEDROOM No. 3 --------- 1 OPEN I I I TO I I BELOW L — J L — J ----- 0 W --------- r — — — -1 , z MkISTING S,4TH �n 3' HIGH RAILING ______ -- I I V z Lo 2X10 DF•2 oiro OC RIPPED PITCH 1/4:12 FLASH AS REQUIRED — — — J W BLKfs 0 CV (TYP.) -- - ------ --- Q x J CD CD BARREL CEILING „ - _ - ' "7 O O LAMINATED 1-1/2 (2) 11_1/5ISIS? 2X10 ACQ DJ gl6 OC L. c EXT. SHTG 68"OC ML BEAM 5-1/4X11-1/8 O WOLMA '^ O •�•� M V J PARAL I rV^J SCOPE OF WORK O W C/) 1. REMOVE EXISTING SIDING.PROVIDE NEW STUCCO. LL 8X8 0 POST 2. REMOVE EXISTING ROOF SHINGLES. PROVIDE NEW CERAMIC TILE ROOFING. Q NE�,1- 3/4" SUBFL OR I .J.. 6" SLAB w/ !4 : i 3. REMOVE L EXISTING BALCONY.PROVIDE NEW BALCONY Fl BARS 9ro"OC ew 2X10 FJ gl6'OC AT 2ND.FLOOR. 77 4. REMOVE EXISTING DECK AT FRONT. r IASONRY e, 2X10 ACQ DJ 01,60"10C , STEPS (3) 2X10 AC 77 5. PROVIDE NEW STORE FRONT AT 2ND.FLOOR??????? 2 k C,I DER • 2ND FLOOR FLAN o. o o,- 2X6 . ACQ SILL PLATE - :o L 6. PROVIDE NEW CONCRETE STAIRS AND STOOP AT ENTRY. / SSIO�� .% TERMITE SHIELD .,% O •ti" 12"dia" CONC. PIER SCALE: 1/4" = 1�-O" INSTALL NEW ENTRY DOOR. DAMP- SILL SEAL Pr�ooF ;.: 2' SLAB 7. REPLACE REAR SLIDING DOOR AT 1ST.FLOOR. • lb"XS" FTG, �,. �,, 24"X24"X12" 8. RE-BUILD REAR DECK,NEW DECKING,NEW STAIRS AND DRAWN BY: JF CONCRETE C14EAKWALLS (2) 04 REBAR e•� > CONC" FTG. RAILING BOTH SIDES. AS REQUIRED TO SUPPORT •� •, MASONRY STEPS 3/8/2016 O� Q: •: SCALE: SEE PLAN 44 SECTION A—A SHEET NO: 2 3 SCALE: 1/4" = 1'-0" WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ENDWALL RAFTER WALL STUD CRIPPLE STUD a BOTTOM PLATE o RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATIONBATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT USP 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 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g 9 ALL OPENINGS LSTA12 1-1/4"x12"20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20 a. STRAP JAPPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS. UNDER WALL. z THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC � O WALL STUD ®0 THROUGH-ROOF EXHAUST VENTS SELECTED AND w LOCATED BY CONTRACTOR w METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL w RIM BOARD CHIMNEY RAFTER AS REQUIRED a/ /WALL SHEATHING RAFTERS Z SILL PLATES) MAINTAIN O VENTILATION WOOD JOIST W - SIDEWALL FLASHING MM FOUNDATION TOP PLATE BLOCKING BLOCKING W FINISH WALL AND MOISTURE 2x4 LEDGER [� STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 1 2x4 SOFFIT JOIST r � AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA v i Ott FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER cn F-4 ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER CAI INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS 2 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- CON IN SCREENED VENT ■ w ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT/EXT. PLYWOOD �•j•,( INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED EAVE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2ND. FLOOR WALL OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES � \ BASE FLASHING WRAPS CORNERS, RAFTER / \ 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 SIDE ,��� WALL (��� �� �I IH (�� GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OG `/ WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS INSTALL 4'0"O.C. AS t0 FORM DRAINAGE CHANNELS AND 4"-8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEEL CONNECTOR. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. t REDUCE BUMP OUTS DBL. SILL PLATE TERMITE SHIELD I T — SUBFLOOR W SILL GASKET { — WOOD JOISTS • 1 Z NEOPRENE TYP. CONC. FOUNDATION n CONIC. SLAB GASKET - ^� ' ( 2x6 /2x8 CONTINUOUS WOOD PLATE z 6 MIL. POLY DAMPPROOF EXTERIOR V _- ' BOLTED t0 STEEL BEAM WITH Z Lo EMIL POLY ON EXTERIOR GRANULAR FILL \ � � ,,,.. ` , �� Z r ' v STEEL COLUMN 1/2 DIA, BOLTS g 48 o.c. STAG. 0) W Co`� Q N CONIC.SLAB ROOF JACK ' J X C ° n STEEL BEAM O O D C • v COMPACT FILL g00 �� 4" x 1/4" x 8" STEEL z m = A ROOFING tOP AND BOTTOM PLATE O KEYWAY FOOTING D v / e a ° ��� p L � FLASHING AT � � WITH 1/2 x 6 ANCHOR BOLI M ° ''� ^ �` CONIC. FTG. p USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� 1/2" GROUT . o ANCHOR BOLT CONNECTION O a .°� . :moo•. - � - (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATION 5/8" DIA.ANCHOR BOL 3" STEEL COLUMN „DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS I 10 KIPS ) LL SILL PLATE TO FOUNDATIONROOFING AT BOTTOM __- CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC I O SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL ,<�QF Ni � TYPICAL GONG. FOUNDATION. APPLY PILASTERS 2 STORIES 36"OC omi Q WHERE NEEDED FOR' STRUCTURAL BRACING. MIN. 3"STEEL COLUMN ANCHORED TO 24"x24"x12" CONIC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING WALL BOTTOMSLAB-ONE TO FOUNDATION1-2 STORIES 57"OC ROOF JAGS 4 VENTS DETAIL CONC. SLAB SUBFLOOR t a C52`. DC7 A F,' 6X6 10/10 WWM I I DOOR FRAME CaARAGE_ AESSI �Pv COMPACT FILL � � DOOR I I Q--- JOIST USE 2x8 DRAWN BY: JF i ��� SLAB I I - FOR BLOGKOUT STEEL BEAM r. SLOPE P.T. PLATE W/ 6X6 WMM cq e 4"DRIVEWAY—�. NOTCH JOIST AND ADJUST HEIGHT 3,18/2016 1/2 AIRS ACE < < o 1/2< (WITH A NAILING PLATE IF NEEDED) AT END AND d " ' p ^ ° ° o e , TO BE APROX. 1/2" OR HIGHER THAN GRADE 4 -"--��--^--« -- IDES OF WOOD D,p o u o ° STEEL BEAM TO ALLOW FOR a q q �'�%'c = BEAMS ° ° 4 ae ° e a o ,° (PROVIDE STRAPPING TO KEEP JOISTS SHRINKAGE ALIGNED) SCALE: SEE PLAN 12" - 6X6 W.W.M. D ,�c D c ,.,, .p .a /�,, ° ��` NOTCH BEAM FOR MUDSILL IF REQUIRED-- MAXIMUM p p , ° I +r----SUBFLOOR MIN. ° ° • •" REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' o o ° n � D. _ ° �e °'D ,D - ° "—" OIST SHEET N • ° ' REINFORCING BAR o , DRAIN TILE I��1 o I o 0 o SHEET METAL/30# FELT UNDER BEAM AT POINT I ° _ a L�`A �e ° �e ° I(�'' O. OF CONTACT WITH CONCRETE OR CONIC. BLOCK _ i - STEEL BEAM Q e 3u TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. °A SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) REINFORCE FOOTING WITH (2)#4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET A 0 WIND LOAD PATH CONFECTION AND CONSTRUCTION DETAIL DRAWINGS USE TPE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4" MAX. KING STUDS 4" DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENI. FLOOD HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE z - TO HEAVY MODERATE RAFTER JACK STUDS M RAFTER-TO-LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: z �14 RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. O LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20 a. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. ST,41iz i�,aILINC� g / g � � ROOF I LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nu s. 0 �..�.,� Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. & - SPA {,.� MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete z w footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Sha w Z HANDRAILS RAFTER be 3 ft.below grade. ^ RAFTER 4). Deck joists to have blocking at 8'0 o.c.. F"`'i r h� 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing w 0 and over the ledger. Ledger to be fastened to building with 1/2"dia.bolts with washers M ~ POST and nuts at 16"o.c. W TOP PLATE TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. - w O BALUSTERS 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored v , pQ WALL STUD RIM/DECK JOIST o to girder(s). M OPEN BALUSTER ATTACHED TO WALL WALL STUD o 8).Covered Roofs shall be assembled and anchored the same manner as a typical building W w 9).All metal connections and fasteners in direct contact with ACQ shall have the proper HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH NAILING SCHEDULE SHALL NOT BE LESS THAN 1-1/4"'NOR MORE THAN 2"IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION PROVIDE CROSS AN EEQUNALENT GRIPPING SURFACE TIONAL DIMENSION, OR THE E SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ONNECT S EACH STUD OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS ROOF SHEATHING: 8" 12��RAFTER RT20 21-1/8��x 20ga.TYDOWN ANCHOR CONNECT TO PLATETO CH EACH RAFTER JOINT DESCRIPTION QTYI NAIL S ACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3. 4" MAX. WFCM-SBC 4 DIA. MAXIMUM „ GIRDER/HEADER- GIRDER/HEADER ROOF FRAMING: ° JOINT DESCRIPTIO NAIL NAIL NOTES JOIST POST/COLUMN ° ° ° QTY. SPACING o RAFTER TO 8'WALL:3-8d COMMON EACH :o ° TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL POST/COLUMN CEILING JOIST 8'WALL:3-8d COMMON EACH M TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAI CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPE AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL LOCATION USP NUMBER DESCRIPTTON APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL DECK/PORG4-I RAILINCx SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMNBLOCKING EACH TOE 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMNI POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER1 RT10 ITYDOWN ANCHOR CONNECT TO EACH JOISTI HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMNI USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2-16d COMMON EACH END TO RAFTER I END NAIL L.L W W STU° ® BEARING PLATE WALL FRAMING: _Z GIRDE JOINT DESCRIPTION NAIL NAIL NOTES d- � QTY TOP PLATE TO SPACING G Z r LO ° - TOP PLATE 2-16d COMMON FOOT FACE NAIL W ", 0) ° WOOD JOIST TOP PLATES AT 4-16d COMMONJOINTS FACE 0 N v , INTERSECTIONS EA.SIDE NAIL X _I LO LEDGER V STUD TO 2-16d COMMON24" FACE 16 Q O O ° GIRDER/HEADER CONCRETE PI STUD O.G. NAIL Z m = r-, HEADER TO 16"O.C. FACE WOOD JOIST WOOD JOIST VA HEADER HEADER 16d COMMON ALONG EDGES NAIL _0 TOP OR BOTTOM 2-16d COMMON PER 2x4 STUDO END (n M , PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL O FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x BOTTOM PLATE TO: PER W (n CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH MINIMUM) FLOOR JOIST,BAND JOIST -16d COMMON FACE NAIL FOOT FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING Li- LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM O IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION 0 TO ALLOW FOR SHRINKAGE. ROD (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER QF $/ REF.QOR STD (3 ) BEAMS PAU66 OR WE66 POST J BEAM ANCHOR APPLY TO EACH PIER , FLASHING TUCKED UNDER DECK FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES TOP PIECE OF SIDING AND QTY. SPACING Lu LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE ��n PIECE OF SIDING BELOW THREADED ROD SILL,TOP PLATE OR GIRDE 4-8d COMMON JOIST NAIL gyp. �' 052` 5) v 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST BRIDGING 2-8d COMMON EACH TOE END NAIL "FSS1 CONNECTED TO BLDG. @16" OC POST BLOCKING 2-8d COMMON EACH TOE MINIMUM DRAWN BY. JF WOOD JOIST END DISTANCE TO JOIST END NAIL BLOCKING TO: 3-16d COMMONEACH TOE BLOCKING . ° - - o 0 0 u ^ SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL MINIM LEDGER STRIP EACH FACE 3/8/2016 FLOOR FRAMING 2x JOISTS o •a END NCE TO BEAM JOIST NAIL • o CONCRETE"FOOTING V A JOIST ON LEDGER 3-8d COMMON PER TOE ��$' TO BEAM JOIST NAIL SCALE: SEE PLAN BLOCKING FOR WOOD GIRDER � c A� ` � c A v JOIST HANGER . V V^ , BAND JOIST 3 TO JOIST -16d COMMONPER END LAG BOLTS ,p " p HOLLOW COLUMN UPLIFT ' BAND JOIST TO: JOIST NAIL D RIM JOIST/BD. a o SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTG. CONNECTION SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS SHEET NO: PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION DECK/PORCH LEDGER CONNECTION USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING A WIND FRAMING NOTES NAILING SCHEDUL0 PLAN CONTENTS(0z" ENE R- AL : 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION - 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTIO Qom. SPACING NOTES BUILDING 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 TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER BUILDINGc HEIGHT 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT, OF CONSTRUCTION[ intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'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 CURRENT BBC G PER N.Y.S. RESIDENTIAL CONSTRUCTIONSUC GODS 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 SBG HIGH WIND EDITION 1000D FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPE 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 ro0 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 4.0 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/ STORAG E accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL DESIGN LOAD CALCULATIONS 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d 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) 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: 40 r4 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in mason block foundations, or lapped under STAIRS p y g p p y g masonry pp 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 GcAURDRAILS (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 GATAGrtORY 0 >­4� 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 C/ 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMON JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE d GENERAL NOTE PAGE W 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGEZSTUD 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 exterio 2 - 16d COMMONEGRESS 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 STUD O.C. NAIL Sym.: Z �� HEADER TO 16" O.C. FACE FIRE PROTECTION 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel 16d COMMON SEE FLOOR PLANS 0 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 EDGE NAIL (SMOKE CO2 DETECTORS) 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 RESCHECK BASED ON 2010 NYSECC � E- 6). 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriale FLOOR JOIST BAND JOTS 2 - 16d Ci0MM0 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 00 H 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, M GROUND WIND SEISMIC FROST WINTER ICESHIELD � determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: FLOOD L� W 7 . INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. (MIN. SOIL STRENGTH AT 2000psi) interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 4 -8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL 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 2 -8d COMMON be installed with #4 re-bar, 18" long at '12" o.c.. Use approved epoxy for installation. 3.5. p TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE- 5). NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIEL 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.0 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: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS 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 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 8x16 cast iron foundation vent for every 150 sq. ft. of area. 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTE) �+ 7). Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless 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. 3 - 16d COMMON 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 er 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 � p LATE 2 - 16d ICOMMO FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored SILL OR TOP P 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. 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 Win ). 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 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 PANE 8d 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 31 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O.C. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CJ� CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE �.J NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTIO QTY. SPACING 3 ( BOTH FIELD ) 4' EDGE ZONE 8d COMMON 6" O.0 8d COMMON 12" O.C. SEE NOTES: 1 where needed. GYPSUM 7'" O.C. EDGE @ @ NOTE: 2 FOR PANEL FIELD W 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10#2 + BTR. Doug. Fi . 5d COOLER (�,j Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 101" O.C . FIEL INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 , z openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL S H EAT H I N G: 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 fir to girder(s). JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. z z I„{') and blocking where applicable. QTY. SPACING W 8). Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TABLE 3. 0 N tYp g 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall J 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC X O LO � anchors where applicable to all connecting joists. PLUMBING NOTES be used. Q O 7/16" OSB - 3" O.C. EDGE z 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu ga. 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 noti.Qonstruction Code. GYPSUM 7" O.C. O M 3 For exterior panel siding,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 110„ O.0 . FIELD . 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 5d COOLERS FLOOR SHEATHING ) p g, galvinized box nails shall be permitted to be substituted for common nails. U) �.. O CD 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists NOTE: W U) under all bearing walls. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL LL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Q 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 permitt d. STRUCTURAL PANEL 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000## CAPACITY. � ,`�,�F NES, needed. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON 12" O.C. FIEL 1). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. �,��1Scy�j 0 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. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloo MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED 2). HVAC subcontractor is to fully coordinate all system data and requirements with the p o 052.s` adhered with PL400 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 'Q over subfloor as per manufacture's instructions. equipment supplier. 1). Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories, and between top story and the roof space) �ESStrrO • ). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations. 11 . All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls a DRAWN BY: )F „ g ontractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled, or alternate connectors, levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 such as shear plates, shall be used to maintain load path. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 3/8/2016 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. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDMusing parallel rows of studs or staggered studs. 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, SCALE: SEE PLAN ceilings 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates t 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 to be reduced tot - 16d nail per foot. dropg and cove ceilings. 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 SHEET N O. 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 flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to N.Y.S. Residential Code. Q F--1 Q