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HomeMy WebLinkAbout44940-Z �o\pSUFFo Town of Southold 5/18/2021 0 P.O.Box 1179 o • Ml53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42031 Date: 5/18/2021 THIS CERTIFIES that the building DECK Location of Property: 6685 Oregon Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 95.-1-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/18/2020 pursuant to which Building Permit No. 44940 dated 6/30/2020 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: deck with trellis addition to existing single-family dwellingas applied for. The certificate is issued to Collins,David&Jennifer of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED I ut ed ignature TOWN OF SOUTHOLD g�FFa� BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE o • SOUTHOLD, NY '4 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#: 44940 Date: 6/30/2020 Permission is hereby granted to: Collins, David 6685 Oregon Rd Cutchogue, NY 11935 To: construct deck addition to existing single-family dwelling as applied'for. At premises located at: 6685 Oregon Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 95.-1-6 Pursuant to application dated 5/18/2020 and approved by the Building Inspector. To expire on 12/30/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $358.40 CO -ADDITION TO DWELLING $50.00 Total: $408.40 Building ector Form No.6 TOWN OF SOUTHOLD \ BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) p Location of Property: ff) ouse No. 11 oo S bet Hamlet Owner or Owners of Property: t a,V� � 6 Suffolk County Tax Map No 1000, Section Block (D�, Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature l� I Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1 " �r residing at (Print property owner's name) (Mailing Addresj do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) te) (Print Owner's Name) -J 4114D o��gSO" # •� TOWN OF SOUTHOLD BUILDING DEPT.- courm 765-1802 % INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSUL•ATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE& CHIMNEY [ ]- FIRE SAFETY INSPECTION [" ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: J DATE ?i ?�0 INSPECTOR { OF SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL V, [ ] FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VT ' J DATE INSPECTOR FIELD INSPECTION REPORTT DATE COMMENTS FOUNDATION(1ST) _.r H ------------------------------------ rArA FOUNDATION (2ND) (� z iv cn ROUGH FRAMING& ® y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE An FINAL ADDITIONAL COMMENTS C� a aL4 Q(Y O P-1- cid � 0 Z ti � c H 0 z x x e b H 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) 765-1802 --- - Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form ' NX.S.D.E.C. ' _ Trustees C.O.Application Flood Permit Examined . 20(�b Single&Separate Truss Identification Form Storm-Water Assessment Form - -, I Contact: �1 Approved- �" 1 20' �� I� ��� Mail to:1055 -��Wu IX• Disapproved a/c rr f�C��C� Phone: L "P" Expiration 20 0(1 -Building-Inspector - APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS `a..This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and ofbuildings-on premises,relationship to adjoining premises or public street's 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`th'roughout 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 issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the properly 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 foithe 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'r removal or demolition as`herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,-and regulations,and-to admit authorized inspectors on premises and in building for necessary inspections. , W ignature of applicant or,name,if a'corporation) f `7T =��UlK11 n Ui'/LR ,P�d , (:R'yf�e l (Mailing address of applicanty State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises (Xs on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer - (Name and title of corporate officer) Builders License No. Plumbers License No., Electricians License No., Other Trade's License No. 1. Location of land on which proposed work will be done: House Number St et 85791$tt+tl314 J9a RXIA Ham et t County Tax Map No: �d 1000 Secti vl � 14 � Lot ��0 Subdivision Filed Map No. Lot, . 2. State existing use and,occupancy of premises and intended use and occupancy of propose construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition (P��41teration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 I 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front� p . �] Rear, _Depth q0 , Height Number of Stories Dimensions of same structure with alterations or additions: Front 3(0 Rear �Q,\ Depth Height Number of Stories 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 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NOeC 13. Will lot be re-graded?YES NO_I,- Will excess fill be removed from premises?YES NQ < 14.Names of Owner of pre isesl Address W%q 0INFO ne No.U y �®q U Name of Architect Address ; & done No 4J01 C?Q 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 ofa tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO) * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Cbeing duly sworn,deposes and says that(s)he is the applicant ame of mai Viaual signing contract)above named, (S)He is the ,P -� (Contractor,Agenttorpo ate 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. Swor )before me this �$ day of 20 &0 MICHAEL MCWHOM orm"am WNW V1 otary Public 14WnfiwNa01MCWft Signa re of Applicant mr Scott A. Russell ,��°su ��� 5T01kMWA `]F]E1K SUPERVISOR MAN IEN T SOUTHOLD TOWN HALL-P.O.Box 1179 C� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATEZ MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PION SOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) i ❑QA. Clearing, grubbing, grading or stripping of land which affects more G than 5,000 square feet of ground surface. ` ❑6 B. Excavation or filling involving more than 200 cubic yards of material i within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to` 100 feet of horizontal distance. 1 ❑�] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal j erosion hazard area. 1 ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ ] 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) I S.C.T.M. #' 1000 Date .District n rE- ✓ t ni ©(- Z / n/O"v v � o Section Bock Lot I2f . �� **FOR BUILDING DEPARTMENT USE ONLY**** } Contact Information l Crelep6orc Num6rrl `� Reviewed By: ID111'rLw 4 - - - - - - - - - - - - - - - - - 1 Date: 6 I G-2-6 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — r r Approved for processing Building Permit. — {+ — Stormwater Management Control Plan Not Required. 1 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) � FORM # SMCP-TOS MAY 2014 Town Hall Annex �.Z►Q �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 _.a '6 BUILDING-DEPARTMENT NOTICE-OF—UTILIZATION OF-TRUSS TYPE=CONSTRUCTION.PRE:ENGINEERE_ D' WOOD CONSTRUCTION AND/.OR TIMBER CONSTRUCTION-- Date.-'. I Owner: lY DU _ Location of Property:'._ _ _ _ � 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 : Y 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) ' Y Timber construction (TC) in the following location(s) (check applicable line); d Floor framing, including girders and beams (F) ' Roof framing (R) Floor and roof framing (FR) Signature:_ - - - - - ---- Name (person submitting this form):-- Capacity(check applicable line): Owner Owner representative -.TrussReg15.docx Effective 1/1/2015 J ' Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 j LC RCHITECiURE , Brooklyn Office:204 251 St,Suite 203,Brooklyn,NY 11232 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTAL DATE: 05/18/2020 TO: Southold Building Department FROM: AMP Architecture 1075 Franklinville Rd Laurel, NY 11948 Enclosed please find: -(4)Stamped and signed plans- Rear Deck Addition - Building Application for 6685 Oregon Road, Cutchogue -Certificate of Occupancy form -Owners Authorization signed -Truss Form Stormwater Management Form Regards, Alexandra AMP Architecture (516) 214-0160 ARCHrTECfURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 950'St,C9,Brooklyn,NY 11209 LLC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Office Phone:(516)214-0160 LETTER OF TRANSMITTA DATE: 07/15/2020 JUL 2 1 '2020 , Southold BuildinTO: g Department BDII,I�INGDEPT. i FROM: AMP Architecture 1075 Franklinville Rd Laurel, NY 11948 Enclosed please find: -Check for deck permit-6685 Oregon Rd, Cutchogue Regards, Alexandra AMP Architecture (516) 214-0160 mad Q N Lt1 W LLJ $ J = N Q - N < LijTA Lu r -jO w >- = ZN o � � Lo a N C m Z d' 0 O N m O _ H FADE °KED : Q FROFOSED REAR N0077) DE(fX N) TH OFEN TRELLIS (5-001 PROJECT DETAILS 00 SITE PLAN & ZONING DATA > 0) W N50045'00"r- 135.00 A50�E Z 0) Cfl � — - - — — — — — — — — — — — � J � e-I � O 0 I 1 - �SOO GENERAL NOTES zN O STRUCTURAL DESIGN CRITERIA u- w 0 PROJECT I ZONINO DATA CODE & REFERENCE STANDARDS CONSTRUCTION STANDARDS TAX MAP # 1000-a5-01-06 o ZONING DISTRICT f AG NON—CONFORMING — 00 PROPOSED FOUNDATION PLAN PROPOSED FLOOR PLAN LOT AREA 33,668 S.F. S.F. U : W ; 1 I A-200 PROPOSED EXTERIOR ELEVATIONS = Lor 00\lERA5E ` U PROPOSED BUILDING SECTION DESCRIPTION AREAG v T DESIGN DETAILS ,- 1 I :_ 50' REAR YARD SETBACK TOTAL LOT AREA 33,668.0 S.F. ----- - ------------------------------ EXISTING HOUSE 1,210.0 S.F. 3.890 ' 1 EX15TINO GARAGE 510.0 S.F. 1.590 I I EXISTING COVERED PORCH –12.0 S.F. 0.290 I I FROPOSED REAR WOOD DECK 3x6.0 S.F. 1.290 I I TOTAL AREA OF ALL STRUCTURES 2248.0 S.F. I I I I MAXIMUM COVERAGE ALLOWED = 20% I I I I I� II 1 i I i II EXISTING II I GARAGE I I I I I In 0 I WII I' � I o � APPRO ED AS NOT D LLI Z 1 O I I DATE: o U -A I � FEE: BY: NOTIFY BUILDING DEPARTMENT AT w PROPOSED 765-1802 8 AM TO 4 PM FOR THE a 1 II WOOD DECK W/ I, 1 FOLLOWING INSPECTIONS: I TRELLIS ABOVE I 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE w 2. ROUGH - FRAMING & PLUMBING I 22.0' i 1 3. INSULATION I 4. FINAL - CONSTRUCTION MUST I 33. COMPLETEFt,E D ARC FOR CO ALL CONSTRUCTION .�,�; 'Al T HE REQUIREMENTS OF THE CODES OF NEW � ,fti D STATE. YORK NOT RESPONSIBLE �v u GN OR C STRUCTI ON ERRORS. - ,i H CS I � �v I 4- M1i54 "�'^' 1 � 1 ..,. "'.'r.b-s€..'. ..a•-yt. ,.R+ad'' > '..l .... ,R' '�:.' i -i' ''L -",�:.,Bx T — _ Aa¢. I ,Jl j.n & 'C xDt w — , ,t s .7 �� � .k. sR' ,.:,'�,, ,, ,t p;,x"➢ Y'4,'J;M,Pp��:',*3"_','�-9- ', ">:%;:,'^ ,'�a,, ,fim<.h'ry�d`�:' {+ •`�":'�_"fir;. 0374 3aCOMP ITHALLC DES -xQ ` O F -1 r, t� x" & r'" 1 II 1 1 II 9.•Yx 4 `• t s - z; 4i. ' : u' •`y b, ''::2r'fi•''r' r,}• � x .+i$ ir , � ; ra' ' ' A S REQUIRED r� �pVApV�yVN, I� CONDITIONS OF 2 NEWYSTATEOWNVOD STORY SINGLEu7 PROJECT: CT: -Ilk 0 RDFAMI Y HOME ?M N G lrL d w , i" , � r g 1 y. µ'•0.°"" I n TEES 4b" t, , ?% F r� :» COLLINS I TIN 40 FRONT YARD SETBA K �. �-' R COVERED _ 1 +z, WOOD DECK is # . P RGH ADDITION ;,a x �Y9 ejpm.» tit `Trti' `�tsy i ry r, " •}r , v'. w> a '9 •re E d,s b .x'. q 1v }•�: 3. lY••,s iP n„ �r s t� W br• I Y r .� : y: 5: ^it ROAD .�� 6rti. �Cp 45, 4 a+� 66 'r 5 OREGONPANCY OR � CUTCHOGUE N.Y. 11935 USE i a SNL ,m U AWF m a. O O x 1 ,. ,n u, WITHOUT 0 T E R TIF CAT y: m�- ' ° _ y � . DRAWING TITLE: ,I L YOUT NOTES: I. THIS IS AN ARCHITECTS SITE PLAN 4 IS OF OCCUPANCYPRO ECT LOCATION 7i u "E t +: "> �s.. g, SITE PLAN & ZONING DATA SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INF MA J1 OR TION r ��✓�`� �., ARGHITEGREPRES=NTED ON THIS SITE PLAN IS TO HE TS BEST OF KNOW EDGE._ _ _ _ _ s "�rw „ 4 z i - 550O 45I 00 II W 135.00I .,_b_rc...e.�•�, < ,.zY2. SURVEY INF RMATION WAS OBTAINED �"FROM A SURVEY DATED JUNE 28 2004 AND PREPARED BY. "§ ` n•/"',::.: �;'^l bxi';.':,..u - F" b '. v D , ' h r uk PAG E RETAIN STORM Y ,fir' •,.,..c.' Y* a b, W6° r p (, .�. zrf "'C' H JOSEPH A. INCEGNO r. . ,, � �s �> .� �F:'�f `, :; PURSUANT T g.:.r. ....r. w „ , PTE 0 R E 0 0 N � 0 � � �' 0 CNA 322 ROANOKE AVENUE M :.. ,.. , ta. .. ., , ..,<., ^; F O ,s T H . " T OWN IVRHAD ME L "L Aw CODE. R E EN.Y.. I ci01 51 TE PLAN TELEPHONE: (51(b) 727-20610 LOCATION MAI= G 0 00" 1 SCALE: 1'-0" = 10'-O" 50ALE: NTS DATE: 05/08/20 10F 4 NOTES $ S EG I F(fATI ONS CARPENTRY WOOD RAMIN6 MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY - a. M IT 15 THE CONTRACTOR'S RE51FONSIBILI7Y TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Flo = 8'15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q 0 TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK REINS PERFORMED AND SHALL COORDINATE THE TABLE 8501.-7 N PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 0 w SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSLU 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL J 5 N GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT STRUCTURAL MEMBER ALLOWABLE DEFLECTION � M CN I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. Q APF�_IGABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEICHT5 WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CON57RUOTION MANUAL AND THI5 P5 FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS RAFTERS HAVING SLOPES GREATER THEN 3/12 L/150 LLI >_ 2. ALL E CONSTRUCTION CON SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED 0 w ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, W/ NO FINISHED CEILING ATTACHED TO RAFTERS J STRUCTURE/SITE SHALL BE FIELD VERIFIED B'Y GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 5IZE SHOWN ON DRAWINGS, U.O.N. J � z 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM,FLOORS, ROOFS, AND HALLS. AND TRIMMERS AROUND ALL OPENINGS IN PANELS,5HALLDHOOP CON CONFORM HE APPLICABLE HARDBOARD, STANDARDS OR GRAD NGSTRUCTURAL 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS INTERIOR HALLS 3 PARTITIONS H/150 _ � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.5. UNTIL 151 TIER OF FRAMING IS IN PLACE. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FLOORS e F'!.a; TERrJ CEILINGS L/360 d Lo Y 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED COI-RETE OF 5IZE SHOWN ON DRAWINGS. --- -- ------- N 0 OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ALL OTHER STRUCTURAL MEMBERS L/240 O 0 0 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOS CONDITIONS 7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED z WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 50LID WITH CONCRETE. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 114/360 0 N m 0 SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY D15TINGUI5HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 1- r 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 Q I Q UNLESS APPROVED BY THE ARGHITEGT/ENGIN.EER. P.T. REQUIREMENTSqq OF U.S. DEPARTMENT OF COMMERCE P520- . 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 25 DAYS OF 4,000 P.5.1., U.O.N. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 cr 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FA5TENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET LLI BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLAB5 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH _j ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER J 00 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM P5055 STRUCTURAL DESIGN L0,4DS CLIMATIC, 4 OEOORAPHIC DESIGN CRITERIA Z Tq � q. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUE, FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. --- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE C70VERNINO BUILDING CODE AND ANY ADDITIONAL 1 GROUND SNOW LOAD 25 LB5 Z � 4 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR IREQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, USE LIVE LOAD DEAD LOAD Q Z r"4 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. -- BASICcr N WIND SPEED 130 MPH .J � EXTERIOR BALCONIES 40 psf 15 psf LL AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. Lo W (DPF-RM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H GRADE. EXPOSURE CATEGORY B _ i Ln ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF DECKS 40 psf t5 psf � THE ARCHITECT IS NOT RETAINED FOR SUf'ERVI510N OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES SEISMIC DESIGN CATEGORY R B 0 RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO PA55ANSER VEHICLE 6ARAGE5 50 psf AS PER PLAN 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. WEATHERING SEVERE LJJ G ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 p sf 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL � -003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FROST LINE DEPTH RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN OLA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REGUIREMENT5 AS ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf () , NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND L J BROOM GLEAN. TERMITE MODERATE TO HEAVY CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 6-003 OR THE MANUFACTURER'S CODE EVALUATION REPORT. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf V 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL = ; J Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA TGE BARRIER REQUIRED YES LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 0 J 15. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YP5UM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10 DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. 5LEEPIN6 ROOMS 30 psf 15 psf AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 636 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q I6. THE CONTRACTOR SHOULD FULLY GUARANITEE HIS WORK AND THE WORK OF STAIRS FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR A5TM C-71 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 40 psf 15 psf "o THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. 4.. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 57RAPPIN5 20. FOR 5EGOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN 50LIM 8 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 5" GUARDRAILS AND HANDRAILS 200 psf 15 psf MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 8 3'-0" BELOW GRADE. p p 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, q 20. 'P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ARGHITEOVENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 12 psf FOR ATTIC AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING ROOF LOADING (LIVE = GROUND SNOW LOAD) 2 p5 sf " < ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: SITE WORK 15 psf FOR CATH. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR. EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, SOAKING UNTIL THE WOOD I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWAREE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE INCONFORMANCE WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND 2• VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARGHITEGT/ENOINEER PRIOR TO PROCEEDING. ASCE '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUGTURE5) WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EVALUANOOD-BTION STRUCTURAL- USE PANELS, APPLICABLE CODE STOCKPILE TOPSOIL OBTAINED FROM 5TRIFFINO DRIVEWAY AND BUILDING 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. }�� BE LIABLE REGARDLESS OF WHETHER OR NOT IT I5 CAUSED IN FART BY A SITE. STOCKPILE ALL EXCAVATED MATERIALS. �� �I �I O I�lS PARTY INDEMNIFIED HEREUNDER. A. TRUSS J015T McMILLIAN I.qE MIGROLAM B. 6E:ORGIA PACIFIC 2.OE 6-P LAM 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BD. BOARD KIPS (1000 LB5) BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR BFE BASE FLOOD ELEVATION MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. _ APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JO157 FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, BLDG. BUILDING MAX. - ] MAXIMUM AUTHORIZATION OF THE ARCHITEOVENGINIEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY BM BEAM MEGH. MECHANICAL Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE NEEG'f=D, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23• NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. B.O. BOTTOM OF _ -� MIN. MINIMUM PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS BOT. BOTTOM _ �[NAVD55 - INORTH AMERICAN VERTICAL DATUM OF I-i55 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT 5UPPORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1g4.1 CELLULOSIC WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR B.O.W. BOTTOM OF WALL _ NYC, BG 11 NEW YORK CITY BUILDING CODE IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EPOE5. G.J. CEILING JOIST O.G. - -1 ON CENTER SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN - 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. DBL. DOUBLE OCG. OCCUPANCY 22. PROVIDE: FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION -- UN PLEASE NOTE THAT THESE PLANS ARE PIZOTEARC AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. DIM. DIMENSION P. GONG. POURED CONCRETE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGHITEGTURA_ WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. ----_,. _ COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. --------- -- 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. DECK JOISTS ATE CODES AND REFERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM IS USED. THE EA. EACH PLYWD. PLYWOOD I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE HEX BOLTS AND 5GREW5 (INCH SERIES). NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING I ELEV. ELEVATION P.T. PRESSURE TREATED STATE ENERGY CONSERVATION CONSTRUCTION CODE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ EQUIP. EQUIPMENT REQ'D REQUIRED SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED A5ME B15.2.1 SQUARE AND HEX BOLTS AND SGREW5 (INCH SERIES). 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS k MANU. 5PEC.'s). EXIST. EXISTING � RI RISER N WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANS. 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES H CONSTRUCTION MANUAL BY THE AMERICAN FOREST B PAPER ASSOCIATION SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN EXT. EXTERIOR RM. ROOM w (AFSPA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 2 WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/END GRAIN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS F.A.I. FRESH AIR INTAKE R.R.( ROOF RAFTER p 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD h FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PLUMBING GORE. WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-5HRINK GROUT. v SECURE w/ (2) I/2" ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND FAR FLOOR AREA RATIO _ STL. STEEL 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS B 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, F.A.V. FRESH AIR VENT S.V. SMART VENTLii MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL I Q S. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY FF FINISHED FLOOR TBD TO BE DETERMINED HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION CODE EVALUATION REPORTS. CONSTRUCTION GORE. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ FF ELEV. FIRST FLOOR ELEVATION TEMP GL. � TEMPERED GLASS STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) b ANCHOR BOLTS, 5NAILSNAILS SHALL COMPLY WITH ASTM F 1667 STANDARD U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.y4" BENT PLATE 5 2.2, . : " LONG F.J. FLOOR JOISTS THK. THICK w/ 6" RI5E B w/ (2) s/4"cP BOLTS THROUGH CENTER LINE OF VERTICAL LE55 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. GENERAL WIND PROTECTION CONNECTION NOTES: SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 5-003. 2,2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES IFFRCE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL w"•• SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE CONSTRUCTION;55TP 10-1q AND 2015 55G HIGH WIND EDITION WOOD FRAME MECHANICAL CONNECTIONS: AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FR. FRAME �rTr TREAD RED/aPC CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FRPR. FIREPROOF Tl'P. TYPICAL � �.( p `�� FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 H.D. BDGYPSUM BOARD U.O.N. UNLE55 OTHERWISE NOTED O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSGREWS (INCH SERIES). . A INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED < y,, j `f BE USED IN ACCORDANCE WITH MANUFAC:TURER'5 RECOMMENDATIONS. BY "SIMPSON" MANUFACTURER. .D. HOLD DOWN V.I.F. VERIFY IN FIELD Q g"t 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES I HDR HEADER W/ WITH DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ��`� AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY HNGR HANGER ��WD. WOOD G' Via. LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 4. WHERE WINDOW5 AND DOORS INTERRUPT WOOD 5TRU07URAL PANEL INSUL. INSULATION ZR ZONING RESOLUTION C)F ;� SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTOR5 SHALL BE 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZEDr PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS INT. INTERIOR AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. INSTALLATION PROCEDURE5 SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. PROJECT: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER LOCATEDIN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED RAFTERS. COLLINS 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ARCHITECT " AND EVERY 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON' TOP MOUNTED BEAM D DECK 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 ADDITIONI6" WITHIN 4' OF EXTERIOR CORNERS. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED fit BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. �UI� 2 9 LQ�� 5. SILL PLATE TO FOUNDATION ANGHORAbf'_;SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 6685 OREGON ROAD OF J" AND 3"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR UTCHOGUE, N.Y. 11935 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE! LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. DRAWING TITLE: GENERAL NOTES STRUCTURAL DESIGN CHARTS PAGE: G-002 DATE: 06/24/20 2 OF 4 OENERAL ERAL Q O N _ EXISTING TO BE DEMOLISHED NEW FOUNDATION WALL W J = N EXISTING TO REMAIN ` MIN. (2) 2"x4" STRUCTURALTA NEW WOOD FRAME (L.G. ® P05T FOR 4" WALLS Q N � W rl T-{ 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL `I W >- d' NEW PARTIAL HEIGHT POST FOR W 6" ALLS), U.O.N. V O � Z WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) P _ z N Lo �c (b �- N O Z 0Om ~ FOUNDATION PLAN NOTES O N m O = Z ONEW 10"0 '50NOTUBE' UPON 12"XI2"X5" DEEP P. GONG. FOOTING (TYP);SEE DETAILS I/A-200 b 2/A-200 FOR Q P05T CONNECTION DETAILS W J TYPICAL LEDGER BOARD ® EXT. DEUK: 00 O I. (1) 2"x P.T. 5D. TO MATCH DEPTH OF JOISTS z Z 2. SECURED W(2) 5/8" 4) x 5" LONG H.D. GAL. LAG BOLTS ® I6 O.G. 'J O 5. INSTALL H.D. GALV. JOIST HANGERS BY '51MPSON' (OR EQUAL) D Q Z 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING B 1 N j rl BENT OVER TOP EDGE OF LEDGER 5D. 3 00 IIX J N 5. SEE NOTED DETAIL 24'-0" LL. � ri FOR WOOD 5TAIR5 Is GRADE: Lo O3 4" THK. P. GONG. PAD 8" WIDE x REO'D LENGTH UPON C . O 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® � _3 O MAX. 16" O.G., U.O.N. (MIN. 5 STRINGERS) - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - W — � .� — — - - — — — — — — — — — — — � i NEW—P-T-727 2"x10" 1 DROPPED BEAM _ N II- I W I p ® 1 O = J � p 1 I � J 1 I EXISTING WC '-034 WOOD DE K, RAILING, STAIRS & ALL AGGOMPAM INC STRUCTURE ' � J F/-. NEW P.T.72 2"x10" —L� _ _ � I TO BE REMOVED DROPPED BEAM I I ' • ' � I I " F--F--T- T----- 1 I I I I F 4 1 1 1 1 I ry0 ry0 1 LU to I I I I z4 zo I j EXIST. FIRST 1 FLOOR IEXIST. I I Z--"BA5EMENT I 1 EXIST. REAR EXIST. REAR I I FOUNDATION WALL WALL OF HOUSE I D N � O - O DEMOLITION FLAN FROFCSED FOUNDATION FLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" z w O U [K-) i Lii Q NEW EXTERIOR WOOD STAIR: 24-O I. ALL NEW STAIRS SHALL HAVE MAX. I'-0" '7-5/4" RI. 6 MIN. 10" TR - RISERS SHALL BE CLOSED 22'-0" 2. TOP OF DECK < 50" DOES NOT REOUIRE RAILING — - - - - - - - - - - - — - - - - 0 — - - - - - - - - - - - - - - - - - - - - - - � I �RE ,` x, � -I I I e5 p ice. NEW DN. �J Q I I I I � � xa �••�'�. NEW 5/4 X6 NEN" EW DN. _ I [K�)DECK BOARDS (V 0 I NEW 5"X4" RAFTERS r r. NEW 5"X6" GIRDERS ® 16" O.G. I I I �3740fJ o d� SECURED TO 611X6" 43/4 434 P.T. POSTS 34 "i'-034 T-034 Ll El ❑ r — — — — — — � NEW &"X6" P.T. PROJECT: 0 POSTS N NEW 2"X2" TOP I I I COLLI 1 AI�S O JOISTS ® 8" O.G. i i I I I WOOD DECK NEW 5/4"x6" _ I I I AD D ITI O N DECK BOARDS f EXIST. FIRST v I I EXIST. GABLE FLOOR I I NEW DN � � I (((/// ROOF 6685 OREGON ROAD (1) RI ® 4" i I I CUTCHOGUE, N.Y. 11935 II II EXIST. REAR WALL OF HOUsE I I I I DRAWING TITLE: — — — — — — — — — — - - - - - - - - DEMOLITION PLAN [K-) PROPOSED FOUNDATION PLAN ; ZEx1sT. GABLE ROOIPROPOSED FIRST FLOOR PLAN F I PROPOSED TRELLIS PLAN PAGE: PROPOSED FLOOR PLAN PROPOSED TRELLIS PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O" As 100 DATE: 05/08/20 3 OF 4 SECTION NOTE5 (L cy) N ONEW 10"0 'SONOTUBE' UPON 12"X12"XS" DEEP P. GONG. LLj W FOOTING (TYP);SEE DETAILS I/A-200 $ 2/A-200 FOR W �- POST CONNECTION DETAILS J = N M Q N O NEW 4"x4" P.T. POST;OR b"xb" P.T. POST W T-I O M b O3 NEW J%"X6" DECK BOARDS UPON NEW P.T. DECK z JOISTS AS PER PLAN Z CN PROVIDE LEDGER TO 2: }- ATTACH R.R.;LAO O ~ J Lo LEDGER TO EXIST. R.R.; O NEW LEDGER AS PER PLAN;SEE ALSO DETAIL 5/A-200 a Lo � to PROVIDE FLASHING N O _ EXIST. EXTERIOR Z 0 ~ -�i HOU5E STUD WALL O NEW 6"Xb" CONTINUOUS P.T. POST;H.O. TO SELECT = N m o FINISH STAIN \ N r NEW TRELLIS: Q � O I. NEW 2"X2" TOP JOISTS ® 8" O.G. UPON 2.NEW 3"X4" RAFTERS ® 16" O.G. UPON W 5 5 3.NEW 5"X6" OIRDER5 SECURED TO b"Xb" POST J 5 r - 5EE ALSO DETAILS 5/A-200 b (D/A-200 E TRELLIS > 00 0 PLAN PAGE A-100. - H.O. TO SELECT FINISH STAIN FOR ALL z I C) L - 2 4 EXIST. RIM JOI5T Ozl I QZT-1 in�I I m J N - J _ J � wTA 2 m A-200 A-200 � J O r SEC-710N I -I/A-200 EXIST. F.F. SCALE: 1/4" = 1'-0" V W = J U J NEST ELEVATION (LEFT SIDE) � 5/4"xb" P.T. 5/4"xb" P.T. CONTINUOUS b"xb" P.T. P05T Q - ` ''' • 50ALE: 1/4" = I'-O" DECK BOARDS DECK 50ARD57 I � I I I I r (2) 1/2"(P HOT DIPPED 6ALV. BOLTS ® I (2) 1/2"(P HOT DIPPED 6ALV. BOLTS El P.T. F.J. A = EA. P05T w/ OVERSIZED WP.T. F.J. A5 ASHERS d __= EA. P05T w/ OVERSIZED WASHERS 8 S PER PLAN - z END NUT PREBORED INTO BEAM, POST, PER PLAN - z END NUT PREBORED INTO BEAM, POST, iv DECK TIE t RIM BOARD A55EMBELY iv DECK TIE d RIM BOARD A55EM5ELY P.T. BEAM AS NOTED = _ __= T. BEAM A5 NOTED SOLID BLOCK ® 12" O.G. SOLID BLOCK ® 12" O.G. (2) 51MP5ON DJ714Z (2) SIMPSON DJT14Z DECK JOIST TIE ® EA. (1) 1/2"4) H.D. 6ALV. THRU BOLT w/ DECK JOIST TIE ® EA. (1) 1/2"0 H.D. 6ALV. THRU BOLT w/ P05T OVERSIZED WASHER 4 END NUT P05T OVERSIZED WASHER-4 END NUT PREBORED INTO POST 4 DECK PREBORED INTO P05T Q DECK "SIMPSON" ABA44Z J015T TIE "SIMPSON" ABA66Z ® JOIST TIE -- -- - ® COLUMN BASE COLUMN BA5E �cV 4"x4" P.T. P05T 'ry CONTINUOUS b"xb" P.T. P05T ❑ � LE]EI �� :� I I GRADE GRADE II II . 1011(p 'SONOTUBE' FILLED p II 10"P 'SONOTUBE' FILLED p II / 50LID w/ P. GONG. °Un 50LID w/ P. GONG. °un o II o II n z II z O p m 12"x12"x5" FTG. II 12"xl2"x8" FTG. II / A-200 (U #5 BENT ��-_ (I) #5 BENT r — REBAR ® REBAR - I ° IG," O.G. ° IG," O.G. �I -- -- - L 4OST SUFFOR7 DETAIL. (0 " POST SUFFORT DETAIL. A-200 5GALE: 5/4" = 1'-0" A-200 50ALE: 5/4" = P-O" I I I m r N EXIST. EXTERIOR Z SHEATHING w EXIST. EXIST. SIDING, MATERIAL NOTE: 0 F.F. BUILDING PAPER # HOUSE WRAP ALL DECKING SHALL BE FASTENED NEW DECK TO FULLY OVERLAP FLASHING w/ COATED DEGKIN6 5GREW5 BY 5/4"x REOV EXIST. STUD WALL "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER BOARDS NNOTED ON 5 P.T. DECK JOISTS ASLu GAP FOR DRAINAGE 5/4"xb" P.T. DEGKIN6 PLANS NOTED ON PLANS p 5/4"xb" P.T.NORTH ELEVATION (REAR) (U.O.N. ON PLAN/ 4' THK. x 8 WIDE x DECK BOARDS "Z" FLASHING, SECTION/DETAILS) WIDTH OF STAIR P. w 5GALE: I/4" = I'-O" — GONG. PAD I-N051N6(xP DRIP EFLA5HINO DOE 2"xb" P.T. BLOCK IN BETWEEN EA. Ir' 2"x BLOCKING ® EA. P.T. DECK JOIST STRINGER. FASTENED TO P. GONG. (10°MIN 41N6ER TO MATCH SIZE D.R� COUNTERA5 PER PLAN PAD w/ Ici/64" x 3-1/2" CONCRETE OF P.T. DECK J015T5 \GJ� A �, JOISTS AS PER PLAN FASTENED w/(2) FLASHING 56REW5 BY "CALIBURN" (OR EQUAL) x �, O 5/5" 4) x5" LONG HEAVY DUTY GAL. - MIN. (3) 5GREW5 PER BLOCK , FASTEN STRINGER LAO BOLTS ® 16" O.G. INTO MUD SILL d RIM BD.;WHEN ® FOUND. WALL FASTEN METAL GALV. JOIST HANGER n ..j I TO BLOCKING (MIN. 6 w/ (2) 5/5"0 x 5" LONG APPROVED BY 151MP50N' (OR EQUAL) ® GRADEFASTENERS) / EA. JOIST MA50NR• ANCHORS ® 16" O.G. np GRADE _ "Z" FLASHING f INS 2,x12" P.T. STRINGERS EXIST. FOUNDATION WALLe• ® I6" O.G. (MIN. 3 037405 y� STRINGERS ® EA. STAIRWAY) OF N�� LEDOER GONNEGT I ON DETAIL. � �X T��I 0 ��OOI� STAIR DE7A I L. - A-200 5GALE: I" = 1'-0" A-200 5GALE: 5/4" = I'-O" PROJECT: COLLINS WOOD DECK NEW 2"X2" P.T. TOP NEW 2"X2" P.T. TOP ADDITION NEW 3"X4" P.T. JOISTS ® 8" O.G. W/JOISTS 6ALV.FIN H 5GREW5 RAFTERS ® Ib" OG NEW 3X4 P.T. RAFTERS ® IG, O.G. MIN. 2.5" = 6685 OREGON ROAD m CUTCHOGUE, N.Y. 11935 RAFTER EXTENSION 5/4 DRAWING TITLE: PAST P05TS 3/4, I 4 I TOP JOIST PROPOSED ELEVATIONS _ Sy2" EXTENSION PAST o PROVIDE (2) " G,ALV. THRU PROVIDE H2.5 END F05TS PROPOSED BUILDING SECTION I L -i I-- u BOLT ® EA. COLUMN ®I EA ON NEW 3"X6" P.T. GIRDER DESIGN DETAILS NEW 3"X6" P.T. GIRDER NEW b"Xb" P.T. P05T NEW 6"Xb" P.T. P05T PAGE: =T v A 0% A111111111116 � TRELLIS RAFTER DETAILTRELLIS TOS' JOIST I7ETA I L. ou EAST ELEVATION (RIOHT SI E) A-20oI 5GALE: I„ _ „ 5GALE: I I O I,_O 5r-.ALE: 1/4” = 1'-O" DATE: 05/08/20 4 OF 4