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HomeMy WebLinkAbout40704-Z Town of Southold 9/23/2016 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38525 Date: 9/22/2016 THIS CERTIFIES that the building DECK Location of Property: 15925 Route 25, East.Marion SCTM#: 473889 Sec/Block/Lot: 23.4-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/13/2016 pursuant to which Building Permit No. 40704 dated 5/18/2016 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: DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Orrigo,Joyce of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auto ed Signature rte" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40704 Date: 5/19/2016 Permission is hereby granted to: Orrigo, Joyce 130 Stanley Dr Centereach, NY 11720 To: reconstruct an existing deck as applied for. At premises located at: 15925 Route 25, East Marion SCTM # 473889 Sec/Block/Lot# 23.-1-11.3 Pursuant to application dated 5/13/2016. and approved by the Building Inspector. To expire on 11/18/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $418.00 CO -ADDITION TO DWELLING $50.00 Total: $468.00 A / I Building Inspector Foi m No.6 ro\NN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This-application must be filled in by typewriter or roil,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 Manning 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- $100.00 3. C6py o-f Certificate-of Occupancy-"$:25' - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 /o Date. j G New Construction: t Old or Pre-existing Building: (check one) Location of Property: 121(I (�rS" OI�IO�t/ House No. Street Hamlet Owner or Owners of Property: n y6e_C'ZLt:, C-Q Suffolk County Tax Map No 1000, Section` -3 Block. ( Lot Subdivision Filed Map. Lot: Permit No. Y_Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: , Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature /1 D �OF SO(/lyo�O N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /-STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ' O � oF so�Tyo • �o cou TOWN OF SOUTHOLD BUILDING" DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ WINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING— REMARKS: AULKINGREMARKS: �15 6 `l ALks cs wudgL o It, . VL., DATE s INSPECTOR Robert Barratt PE. 4295 Vanston, Road Cutchogue,NY 11935 09-15-16 To: Southold Town Building Department Ref Deck Footing Inspection Location: Orrigo Residence 15925 Main Rd. (RT25) East Marion, NY 11939 Building Permit# 40704 SCTM# 1000-23-1-11.3 To Whom It May Concern: To the best of my knowledge the footings for the second floor deck on the north side of the house at the above location, has been installed as per the plan and NYS. Code. Sincerely ��,��oF'NEW),o'=: =r _ * e 4 Robert Barratt PE. �A 081868 �FESSIONP� . is 1� D 1ECRTVg DD SEP 1 6 2016 BUILDING DEPT. TOWN OF SOUTHOLD i • STATE nNEROY • Y ��.AYr.A..•—�--- —,.:✓.�;,4ni,,,. fes_`� WZ ME,56 if RAW • • r n a. 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 SoutholdTown.NorthFork.net PERMIT NO. () �� -- 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 t / ' Phone: (O Expiratio �� �./ 26-to-r— MAY APPLICATION FOR R BUILDING PERMIT BUILDING DEPT. TOWN OF SOUTHOLD Date 6� � , 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 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 for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sigfiature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ' ®y6e-- 0 Lt-4-0 (As ori the tax roll or latest deed) If applicant''is'a'cor`poration, signature of duly authorized officer (Name and'tiife of,corporate officer) Builders License No.7,2, Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section v-� Block t Lot --I I 3 f Subdivision Filed Map No. Lot { 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �. P`t4A,(jf i b. Intended use and occupancy V, Sf 6�� 6 e wGIq 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) `Estimated Cost ta o fo og` (g U Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units , Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories1-7 Ji­ Dimensions of same structure with alterations or additions: Front ..1 ; Rear Depth Height Number of StorieI `' ` 8. Dimensions of entire new construction: Front° Rear Depth Height Number of Stories DZ, 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 NO f! 13. Will lot be re-graded? YES NO /Will excess fill be,removed from premises? YES NO V 14. Names of Owner of premises -6Xc<:!-oFf 16Z Address Phone No. 6 2; 1-7g1'"-/M3 Name of Architect Address Phone No Name of Contractor Address Pb Phone No. 15 a. Is this property within 100 feet of a tidal wetland or aTr`eshwater wetland? *YES NO t' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *.YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—,/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(she is the applicant (Name of individual signing contract)above named, ��JNIE taeD. of New Notary Public,Stat®of New York No.01 Sue185050 (S)He is the Qualified in Suffolk Coun (Contractor, gent, Corporate Officer, etc.) is on xp res April 14,2� of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me th' II day of 20 L �^1 Notary Public Signature of Applicant y � u1 �4 V Scott A. Russell ��° ( ' �✓ ST O�JE�A�IC\� AT]EIK SUPERVISORI�u][A\N A\�G�]EI��/IUEI��C' i SOUTHOLD TOWN HALL-P.O.Box 1179 Town ofSouthold 53095 Main Road-SOUTHOLD,NEW YORK 11971 0�- CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes g (CHECK ALL THAT APPLY) ❑ . Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑YSite preparation on,slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ . Site preparation within the one-hundred-year floodplain as depicted -on FIRM—Map-of-any watercou-r--se - ❑ 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- (Pr erty Owner,Design Professional,Agent„C tractor,Other) S.C.T.M. #: l OOO Date - APPLICANT 2� L NAME- �lJ V1/I/ .` Section Block Lot 0� R FUR LiLIlLD1�G DEPARTMENT USE ONLY Contact Information. �`'T�_iJ 02- -rdoNeo� Reviewed By: Date Property Address / Location of Construction Work- — — — — — — — — ; ,— — — — — — — — — 2—S ❑ Approved for processing Building Permit Stormwater Management Control Plan Not Required. rQ�j� J / ]�)�t�(/s�. ❑ Stormwater Management Control Plan to Required (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 {0* o apo a 25 MAP OFPROPERT Y `AST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY ,N. Y. 1000 - 23 01 - 11.3 \ i SCALE Y' - 50' MAY 11, 1998 JIVE 24, SB(kto�tion) Oct. 27,1998 (final) Lo TS �j`• 4-, TS SCDHS Ref.# RIO-94-97 �2nd" �/.�' �� � � 15 b• Ise w 7J 8• o J,P 3 C Zr q qF °= Of, c— `l `,g. •` �. ` CERTIFIED TO, � Otto p\ CONSrANT/NOS ZERVOS �\ 1j9, WEDWIG ZERVOS �° \ 122 O p► Fll?ELITY NATIONAL TITLE INSURANCE NEN'Y.OE.K..— �Li�c�,i.s•, r•, .""`•r` >. , ..'-'�"'fa t,: , a�:•."Ifb^a�.�['....i � R5 tpa� oo �L io ;�� 3 .,�e t�•, ,,�I�.. ��-1119 .; t• ��•� �� �J,� . '�'�• a'Il�.t's _. .. �„ya: .q�.. . j. .,:£t r` ,:..•;• .•.-k ; SEP�A � Qr� i'Y.,�'•� .. _. }• - ,� ` ..:: ,E,,• i ,SP1_ be Z,^ a.. . ` • r 0 P o. Bo x 3 T � � �'� O.216P1; iv.Y, ll957 Fc.00c Zo�+tte iron Giai•► AREA 54,930 sq.ft ��-QM� Fw roA 5 tta A merz ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, EXCEPT AS PER SECTION 7209-SLIODIVlSION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR TF#S MAP AND COPES THEREOF ONLY /F SAV MAP OR COPES BEAR THE IMPRESSED SEAL OF N. LIC. NO. 49618 THE SURVEYOR FteC9�ved ¢v' WHOSE S1GNA TLARE APPEARS HEREON. County su olk AE Jq 54�V .C. ADDITIONALLY TO COM!"L Y WITH SAID LAW THE TERM 'ALTERED BY' Nflv egg$ 116) MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY OF ANOTHER SU RVEYOWS MAP• TERMS SUCH AS INSPECTED' AND P" 0' �RO(lGifT-TO-DATE' ARE NOT IN COMPLIANCE WITH THE LAW. as�aw�ter� �$/ UTNOLD, N.Y. S�TRE �ftio6 Of W QR _ 7QR I GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION: %;- % � C 0 N T R T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND �� � General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: 2• FIRE SAFETY: r I wood to be Douglas Fir 2 or better. II studs to be SPF 2 or better, and all other structu a 9 # 1. A , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA KEHLDESIGN ASSOCIATES residential &commercial design . consulting LLC B.DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B• LOCKED AREA. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Boz 1615 phone; 16311 433-9084 1 . AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a• All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a Boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,Newyork 11971 E-Moil: SSbn654QoptonGne.nef E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. KeNDesign Associates,LLC®formerly DAKAssociates,LLC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 2. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (APAP) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEA'<AGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications includingthe 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports 9 p ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of KEHL DESIGN OR DURING THE EXECUTION OF THE WORK. ASSOCIATES, LLC. No part thereof shall be 4 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8 Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO ��HE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. 5. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1 ,600,000 PSI _ C. HEAVY DROP CLOTHS. REVISIONS: THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825PS95 I 02-24-16 FINAL REVIEW SI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6. ELECTRICAL WORK SHALL BE PERFORMED IBE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9, Design values: a. Laminated Veneer Lumber (LVL): 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI Fb 2600 PSI A• CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HO IRS: 8AM TO BPM, MONDAY TO FRIDAY, = 8. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH KEHL DESIGN ASSOCIATES, LLC. NOTE: CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES, LLC. NO KEHL DESIGN ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 11 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE DESIGNER HARMLESS FOR COSTS AND PROBLEMS HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SH aLL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE: PLAN USER'S FAILURE TO CARRY OUT OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS NELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. RESOLUTION. DOCUMENT NOTES: SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES, LLC, CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS; AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS NOT FOR SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LO'✓AL CODES. SCOPE OF WORK TO BE PERFORMED: CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CONSTRUCTION GROUND WIND DEISMIC SUBJECT SIGN FROST LINO DAMAGE FROM WINTER I ICE DESIGN UNDERLAYOF NEW YORK STATE,- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FORND THE RICAN ONE ANDREST D TW08FAMILtrRDWELONIGSio OOA SBC HIGH Wo D EDITION. USE D FRAME ( 1 ) ADD TO THE SIZE o THE EXISTING DECK LOAD SPEED mph CATEGORY WE DEPTH TERMITE DECAY' TEMP. MENT REQUIRED HAZARDS CATEGORY (2) ADD STAIRS TO THE NORTH 0 FF OF THE DECK r 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C UNLESS N LESS NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARD`.: DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY CERTIFIED (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PLUMBING SC EMATIC: USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD SHEATHING NOTES: BY USE OCCUPANCY EXTERIOR BALCONIES 60 10 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST i & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUC TION MANUAL (WFCM) FOR ONE AND TWO E N G I N E E R RESIDENTIAL R-3 SINGLE FAMILY DWELLING DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM . - r , .._,_c :=.mu '.,'•---- TYPE GROUP ATTICS WITHOUT STORAGEb,e) 10 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES f., 1 .,i.�.�J '�'.A a_i..-f•r.l�I Ii i6..�V I t .�.,. .se-u. ,.a...+..•.^^^ - �..�:' y f I , .. P, C)P Y (4) SHEATHING TO BE NAILED TO TOP PLATE 4+ I J �vI V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIONS HEIGHT AND FIRE AREA PROJECT: ROOMS OTHER THAN SLEEPING ROOMS i :"t ;'h1Jii:_�� (_, I'!✓i; TE r 40 10 • • �� �,r fry F , �,,$ � All framing hardware shown on these plans, i�✓l i',!-{ - I ;.:°.�;`::1`.t.' : P��.:I`.`�.ir,. HEIGHT FIRE AREA s �a�14 q".s',.�.! �1 t SLEEPING ROOMS 30 10 unless otherwise indicated, Is Simpson Strong- > ie, No substitutions are approved or authorized, l7 rlr 11i rA � 1�.�s . STRliCT10,' f.; ST f�� � 13 u:'�f�? ���^ � � �-- HEIGHT. BUILDING. STAIRS DECK CHANGES FF CC' r L�I P_ FOR C.O. � r -F-e_i n r t-r _ '"$"-r�„E� $ �'°� THE VERTICAL DISTANCE 40 (c) 10 In { t FROM GRADE PLANE TO UNLIMITED AREA Due to the relationships Of framing hardware to TO THE ALL CONSTRUCT!( SPALL P."EI T Tit: '` i �+.� ICE")� `� 1/ 1 _ THE AVERAGE HEIGHT 3 STORY " OF THE HIGHEST ROOF GUARDRAIL AND HiANDRAILS (d) 200 (c) 10 the other components of the structure, any framing REQUIr EMENTS OF THE CODES OF NEW �t �y� AS PER TABLE 503 YORK STATE. NOT RESPONSIBLE FOR V, VCU N a SURFACE = EXISTING hardware substitutions Will render these plans ORRIGO AS PER SECTFOTT-502 OF ROOF 30 10 null and void, and Will result in the installer/contractor V DESIGN OR CONj i t3UCTION/�Fj?F:�IS•P L U M B I N G I S EXISTING NEW YORK STATE.THE BUILDING CODE OF HH�L aSSUC'11ng responsibility for the design and RESIDENCE a) ELEVATED GARAGE IFLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- performance of the entire system, TOTAL HEIGHT FROM RIDGE TO GRADE EXISTING POUND LOAD APPLIIED OVER A 20-SQUARE-INCH AREA. DRAINA(3E & ROOF RUNOFF NOTE: 15925 MAIN RD. (RT 25) b) NO STORAGE WITH fROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. EAST MARION, NY 11939 c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY RUN OFF FACTORS' ASPHALT = 1.0 ROOF = 1.0 Fri W n LUMBER SPECIES AND GRADE DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft.iN STOIP i �' AT iii IF,Ll''t0FF 1'-C" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER PURSUANT TO CI iAPTti i 236 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 1'-(," DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. OF THE TOWN COBE, d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 1'-C' DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. NOEXTERIOR ADDITIONS OR CHANGES TO THE HOUSE p/� e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ALL RUNOFF FROM DECK IS TO BE RETAINED ON THE SITE, GENERAL NOTES TABLE R402.2 REP ACING EXISTING DECK AND INCREASING THE SIZE MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BY 37 SQ FT. MINIMUM SPECIFIED NOTES: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL SEVEREb EX. BASEMENT NA ( ) FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR NADESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR BASEMENT WALLS, FOUNDATIONS AND OTHER UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NEW SECOND FLOOR NA SEAL: DATE: NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) MARCH 30, 2016 LOFT NON-HABITABLE) NA GRADE, EXCEPT GARAGE FLOOR SLABS © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. PROJECT NO: ENERGY CONSERVATION CONSTRUCTION �'O D E ATTIC HOUSE a NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 995-2016 ✓ ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND UNDER FEDERAL COPYRIGHT LAW. DRAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK: EXPOSED TO THE WEATHER 3,000 (d) PLANS MAY NOT BE REPRODUCED WITHOUT BDK OF NEW YORK STATE ATTIC (GARAGE)(c) NA WRITTEN AUTHORIZATION. pF NE � W y 0 CHECKED BY: BONUS ROOM NA SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED To ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF coop �� THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) KEHL DESIGN ASSOCIATES, LLC. 'Py SHEET NUMBER: suNRooM NA THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE o � �` ALL CONSTRUCTION TO CONFORM TO CHAPTER 4 OF THE DECK ADDITION 87 so FT PLANS IS LICENSED EXCLUSIVELY TO THE BUYER HOLDING si - ENERGY CONSERVATION CONSTRUCTION CODE OF NEW COVERED PORCHES NA WRITTEN PROOF OF PURCHASE. G FOR SI: 1 POUND PER SQUARE INICH + 6.895 kpa COVERED ENTRANCE NA _ 1 (a) AT 28 DAYS PSI 2 f3 Z YORK STATE POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL s Acceptance of these drawings does not authorize the right to build without 081868 ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIOMS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING gFp PERGOLA NA CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such os Suffolk County Dept. A�' _BS 0'1P_ DOB NUMBER: OF STAIRS TO DECK 198 SQ FT (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 (PERCENT OR MORE THAN 7 PERCENT. Verify all Conditions, codes, and requirements with such agencies prior to (e) SEE SECTION R402.2 FOR MINIIMUM CEMENT CONTENT. (a) WITHOUT STORAGE construction. © gehl@esip-AwaateslLl,C. (b) WITH STORAGE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION N DFWig� � . ,��/�,., THIS MTS 2 0 L_ T S 2 0 _ � v - S. /'/' 4. — %l' ALLOWABLE LOADS '•z LOAD FASTENERS �,LATERAL WITH a oMODEL GA UPLIFT UPLIFT CODE TO AVG 133/160) 8dx1�" REF. oUMU-1 N0. TO 7C) NAILS o. RAFTERS/ PLATES STUDS ULT. (133) (160) t Fz (133& _ _ TRUSS = = SIMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND AND ON SIDE OF RAFTER KRI DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES ' residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 o DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTJ'xl2 PO.BOX 1675 phone: (631)0-9(11;4 (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS °o Southold New MODEL GA AVG 2 REF. INTO o wYork 11971 E-Wil: ssbn654@optonrine.net N0. MAX. CLEAR ULT. LFTA LFTA PLATES WIDTH PAN L QTY DIA 1}' 2" 21" 3. 34" 11" 2" 2}" 3" 311, • ; EIGHT Bd NAILS S P 4 • Kehl Design Associates,LLC a formerly D A K Associates.LLC INTO a 77 fl ��/� ����/j/�� — 'W // _. % - LFTA 16 2}" 17" 381"16-tOd — 4200 1205 1400 5, 44, 85 STUD ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR 'LARCH / S0. PINE °° These drawings and specifications including the FASTENERS ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 1i" CODE L- S T A 21 ° 1od 1od x t}" (133 / 160) (133) (1so) ° ideas, design and arrangements property rrng ents represented NO. ULT. REF• LFTA therein, are the of KEHL DESIGN ° ASSOCIATES, LLC. No part thereof shall be ° °° copied, disclosed to others or used in connection MTS16 18 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 .0 with any work or project other than for which ° ° they have been prepared without written consent. MTS20 20 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 000 ° Simpson Strong-Tie REVISIONS: HGA10 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 COW- DETAIL "E" 02-24-16 FINAL REVIEW COUPLER NUT 1.� DOUG-FIR-LARCH/ Equal number of °° S0. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ specified ea h Sl dl n ° "Kill NO. TION (too) ROOF Iso Simpson Strong-Tie DETAIL K G 515 645 670 i CS16 LTP4 5 J 1 515 645 670 6, 39, 97 DETAIL 11H11 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'xl2 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT P.3 AT HIGHESTAT HIGHEST REF. STU 8"— NO. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H IB SO CL DIA5.8 DESIGN LOAD DESIGN °o° SIMPSON GA GA GA QTY DIA 1}" 2" 24" S' 3�" 54" LOAD WHEN RAISED OFF o TAKE-UP WASHER THE SILL PLATE e 0 HD2A 16 12 4&" 24" 2 8" 2r°8 1t7s 2 12150 1555 2055 2565 2775 2775 27600.058 0.077 2, 43, 82 0 0 ART8"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG OF / SP DE W L STUD PLATE ULT. (133)' (160) RF SP4 3A" 71" 6-10d x 1j" — 2917 1 735 885 7, 40, 127 m MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA yy L NAILS 100 R (133) (160) REF. °O WORK NOTES: LSTA21 20 1 ., 21 1 -1 d 905 1 1205 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. CA W L NAILS FLOOR (133) (160) REF. Simpson Strong-Tie Tie 100 MSTA24 18 1 11" 24 18-10d 1 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL I FASTENERS ALLOWABLE TENSION LOADS NAIL CODE HD L END SPACING REF. HD2A N0. GA CUT LENGTH (TOTAL) z O� O (LENGTH L (1 00) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE COMPLY WITH ALL NOTES CONSTRUCTION���� I MODEL pN, D G-FIR ARCH 0 PIN WAB A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" N0. GA 10d 16d JOISTS ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 — 1150 1250 7, 40, 127 DETAIL 11111 5"- u S E HUS210-2 14 3r 9{ 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 STU 8 DOUG-FIR AR H PIN ALLOWABLE ART "x12 FASTENERS UPLIIFT LATERAL CODE SIMPSON TAKE-UP WASHER UNLESS MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 CERTIFIED HGA10KT 14 4-SDSJ"xiz" 4-SDS '"x3" 1523 435 435 1165 940 CN W- BY USE A MINIMUM OF SP4 COUPLER NUT TWO Bd NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUTSP4 STU 8'- ENGINEER TOTAL FOUR /. a SE A MINIMUM OF SIMPSON 8d NAILS TWO 8d NAILS THISSTU ' TAKE-UP WASHER MTS16 INTO TRUSS SIDE OF TRUSS, MTS16 LSTA21 T A 21 SIMPS❑N �• ® SIMPSON TOTAL FOUR HDcA TAKE-UP WASHERo g- 8d NAILS LSTA21 Stron Tie PROJECT: INTO TRUSS HUS210-2 DECK CHANGES TWD ' ° FI TO THE 8 AILS 0 ; PLAOTES °m° °� ANCHOR BOLTS ORRIGO EIGHT-" TWO 8d NAIL ININTO NAIL INTO ° DETAIL t1 It A RESIDENCE STUD Simpson Strong-Tie PLATES °p° H7 EIGHT ° ed NAIL ® DETAIL 11D1' DETAIL 11G'1 DETAIL 11J11 15925 MAIN RD. (RT 25) INTO o STUD Simpson Strong-Tie Simpson Strong-Tie EAST MARION, NY 11939 LFTA ROD SYSTEM LFTA LFTA BP DRAWING TITLE: SIMPSON WINDLOAD I CHARTS & CALCULATIONS I LTP4 STRONG-TIE DETAILS I DETAIL "L" LTP4 I LTP4 NOTES: DETAIL 11C" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-t o-Floor Connections DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SHEATHING NOTES: UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. MARCH 30, 2016 LTP4 PROJECT N0: LTP4 DET B (1 ) SHEATHING TO BE NAILED TO CCA SILL 995-2016 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE BDK A�bF NEW CHECKED BY: NO SUBSTITUTIONS ��P �-� o. 13,q °�� All framing hardware shown on these plans, p�� SHEET NUMBER: unless otherwise indicated, is Simpson Strong-Tie, a No substitutions are approved or authorized, ° G2 Due to the relationships of framing hardware to the other components of the structure, any framing SSI�NP� DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and © Kehl-MpAssodatesIl.C, performance of the entire system, , 'n" A A A10 A10 NEE , /- p / /- / / /- p / W 6 8 6" 6 -6" KEHL DESIGN ASSOCIATES Lw residential & commercial design . consulting O Simpson Hanger or Equal ON Trex or Equal Handrail _ (2�"x 3Y2" Galy. Log Bolts 0 16"oc. 0 O I PO.Boz 1675 phone; (631)433-9084 Trex or Equal Handrail Southold,New York 11971 E-Mail: ssbn654@optonine.net Kehl Design Associates,LLC o formerly D A K Associates,LLC Trex or Equal Decking i i7' �/�l�/f�7®;O/T////I/%//;i OWNERSHIP & USE OF DOCUMENTS: 2210 ACQ 16"oc. Simpson MTSI6 These drawings and specifications including the 2x10 ACQ Solid Blocking x 12" Gafv. Carrioge Bolts Trex or Equal Handrail Trex or Equal Handrail ideas, design and arrangements represented 2x10 ACQ House Beam (2)2x12 ACQ Girder 3" gild mil � therein, are the property of KEHL DESIGN (2)2x12 ACQ Girder 4 Q i ASSOCIATES, L.L.C. No part thereof shall be Z 11p � copied, disclosed to others or used in connection 12" 5' i with any work or project other than for which �x6 Trex or Equal 10 5' they have been prepared without written consent. (n 01 3 Treads Simpson MTS16 7'-10" 7'-10" 7'-10' " X 14'-34" 2x8 ACQ Risers 2210 ACQ 16"oc. " W 52" 2x12 ACQ Stringer 16"oc. REVISIONS: 2-24-16 FINAL REVIEW 2x10 ACQ Girder 1 1 2x12 ACQ Stringer 16"oc. ________ ________ 6x6 ACQ Posts 5�" '-9�" 5 ________�" _ 2 2x12 ACQ Girder 22x12 ACQ Girder 2 2x12 ACQ Girder Simpson Anchor x 10" Gov. Carriage Bolts 6x6 ACQ Posts------, - IO O O O I B B _ - - - - B CBS044-SDS2 2x8 ACQ Risers B I 1N 1' „ A101 I I A10 101 2)2x12 ACQ Girder (2)2x12 ACQ Girder (2)2x12 ACO Girder I 101 lo 12'-10" -6" -3" s4"x6 Trex or Equal I I Treads I I I I I I I 2x10 ACQ Solid Blockin I I I 2'x2'x1' Conc. Ftgi. `I J I I I 2x10 ACQ Solid Blocking I Min. J'-0" 2' 2 _ co I Below Final .� M Grade II cu #5 Stirrup II I #5 Stirrup II #5 Stirrup '" il) (5)#5 Rebar E.W. I I I 200 ACQ Solid Blocking 2x10 ACQ Solid Blocking I I I 2x10 ACQ Solid Blocking DECK SECTION A I I SCALE: 1/4"=1'-0" A101 I I I 200 ACQ Solid Blocking I WORK NOTES: I I I I I I I I EXISTING A HOUSE EXISTING A HOUSE A10 A10 NOT ®T F O R 25 CONSTRUCTION PLAN F LOO R F RANI I N G P LAN USE SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" UNLESS NLESS A q 1a A,0 CERTIFIED ❑ ❑ ❑ ❑ ❑ O ENGINEER Yz° Galy. Bolt Yz" Galy. Bolt Y2" Galy. Bolt I] El ElE- I U .3 Y2 o �o / o o " Gov. BOIL o t (1J N 4 2'-92" S° 2/-92p Y" Goly. Bolt 24" 4 PROJECT: 6x6 ACQ Brace 6x6 ACQ Brace F-1 El .-.IN •--SICU Q, Q. DECK CHANGES Cu Cu 4" 7'-41" 7�-41" 7'-42" p TO THE L-521 2 52p 52p 52p 6x6 ACQ Posts 6x6 ACQ Posts 6x6 ACQ Posts 6x6 ACQ Posts B B BB O R RI G O A101 A10 A101 10 RESIDENCE 15925 MAIN RD. (RT 25) EAST MARION, NY 11939 110 DRAWING TITLE: DECK S � PLANS AS NOTED B SCALE: 1/4"=1'-0" A101 24" 4" NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE • EXISTING A HOUSE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EXISTING A HOUSE FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE �p A10 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. S EAL: DATE: MARCH 30, 2016 DECK LAYOUT AND DECKING PLAN AND PROJECT N0: 995-2016 DRAWN BY: POST LOCATION PLAN RAILING PLAN BDK ��pF NEW y CHECKED BY: NOTE: SCALE: 11,V= 1'-0" SCALE: 1/4"=1'-0" ���� O. BA'Q,Q SHEET NUMBER: ALL ANCHOR BOLTS © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. * ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED Al 01 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME UNDER FEDERAL COPYRIGHT LAW. WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PLANS MAY NOT BE REPRODUCED WITHOUT s NOTE: WRITTEN AUTHORIZATION. X81868 FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �FESsI N DOB NUMBER: OF BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. KEHL DESIGN ASSOCIATES, LLC. Acceptance of these drawings does not authorize the right to build without the authorization THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building EACH END OR SIDE OF HOUSE3 ,. 1 „ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER HOLDING Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such © SII,"DESIGN"ASSOCIATES,uc NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/x 9/ LVL HEADERS WRITTEN PROOF OF PURCHASE. agencies prior to construction.