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HomeMy WebLinkAbout42475-Z 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)765-9502v .7 SurveYm Southoldtownny.gov PERMIT NO. , 5 —7-- Check____ Septic Form N.Y.S.D.E.C. ............................ Trustees C.O.Application Flood Permit Examined 20c �j� Single&Separate ✓P D i .' Truss Identification Form Storm-Water Assessment Form " i'i "Contact: ApproveCi :..,,20 lvG{tY1Q Disapproved ah- ... WN OF 1a (J ..................._ _.. Phone,,,lL '- x.35- 99oi Expiration_ .... �0........ utlding lnsp _. 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 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.Etrery 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 f 8.tnbnths 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 Bu ilding 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. (Signature oi" pplicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ......... _______........ p C�,t4���( C- F ��L( ............. Name of owner of remises ITITITITIT_ ...__.... (As on the to 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 Na Other Trade's License No. work will be done: 1. Location Neo0 land o 7{ylltcls proposed pa W' _...... C), l l House Number Stfeet Hamlet r-+� County Tax Map No. 1000 Section__ -�2, �_ Block Lot A Subdivision Filed Map No. Lot 2. State existing use and occupai-icy of premises and intended u and occupancy of proposed construction: a. Existing use and occupancyV,,-, ­...... b. Intended use and OCCU'parley Tb P-fA C.v- 'is P.V'Q 3. Nature of work(check which applicable):New Building Addition Alteration Repair �, Remova __Demolition._....—...-Other Work (Description) 4. Estimated Cost Fee ................................... ' be paid on filing this application) 5. If dwelling,number of dwellilg units �j A, i Nuruber'of dwelling qn']"t's��on each floor _/Q&............. ............. If garage, number of cars Al 6. If business,commercial or mi(ed occupancy,specify nature and extent of each type of use. 7. Dimensions of exis�ig structures,if any:Front Rea r 1 Depth _____Za................... Height Number of Stories Dimensions of same struct re with alterations or additions: Front Rear t ?sv Depth!V�Height / 9 —Number of Stories 1 8. Dimensions of entire new con lstiuctiom 17ront A,1W -Rear Depth Height Number of Stories 9. Size of lot:Front Rear ("7 , Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which remiscs are situated L 12.Does proposed construction v olate any zoning law,ordinance or regulation?YES_NO-A 13.Will lot be re-graded?YESNO�Will excess fill be removed from premises?YES—NOX- 14.Names of Owner of premises K. 6A F'rep- Address 04>53, 412- Phone No. 631•, L3 Name of Architect X(P PJ.41 1 1 W-1 45, Address gjq fK% w"Co hone No !I t 3- H'9 k'l!:t Name of Contractor I Address CoWf 6-2� Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *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 po�mt on property is'at 10 feet or below,must provide topographical data on survey. yCcbv nai$tsdtfd restri(t.ionswith respect to this property?* YES N A Afe *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS:S: COUNTY OF5UffAt-rS.-) 6ellig duly sworn,deposes add s'ayst'ha't(s)he is the applicant (Name of individ(fal signing contract)above named, (S)He is the C— %-C'ttract,r,Xg-,—,�,—Corpor­aie-6ih`c,­r,,tc­.) 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 0 before me this F) day of -M!rtrC k)- 20_110__- 7RACEY L.DWYER NOTARY PUBLIC,STATE OF NEW YORK 1WN 9 �14J(j 110.01 DW630690() Nopary PUbI OU�LIFIED IN SUFFOLK COUNTY SignattTre of icant COMMISSION EXPYRES JUNE 30,W - - ._.__ _ ............ _ ... P 6)39 � t d � Y � i #tr i P � r r+ i�G # " ,'C"M T b 7 /77^�,e ( 1 4151 c � p -� r+ y 0 C is r CL �, " m Oc O rr-or-1 p ' �* u, Nooa � b I { M, ` 2 { OO oho I o x ti> cn x { ..:.: ....� GAFF mm .. JGA ARCHITECTS ERY BARN M MALLARD LANE 1380 VILLAGE LANE -SITE SURVEY 11944 Y DATE:02/12/17 GREENPO. N 0RIENT NY 11957 ...... ....... ......m... �..... M r i I� a r f V � `rigs` 8 .. f ( a r J .. ............ , m C t f A I [�{TI � f k s j r' i71 IF f ; P l I I I 7a 20" f i MTEC 0 ,. �_ _....._......_ FS �� ' i � _ ELEVATIQN REENPO T NY, 1380 NALLAGE i....ANE IIII III. R PLA14 DATE 02,112J17 11 �MENT NY,,1195 5k 1 rN p M k i .C� r 4 o� r' T 1•x!1 � W N N G !O OD V Ol (!7 ja W N F+ �'.. D l9 A S A 70 V1 A 3 D 77 90 7d A C9 ® Ip A a !d f6 � A 51 •a fD �D ro ro f6 �y !y b a 3 WE- lb R� Ro fA a ro n 'm m c' a n ° n ro o n X+ . oe ® w a 3 a " n xY oe. ® sti Q� 7 w p O O w1 w w � fp M � O ro ® J m o O •O O e1 e+ a a a d p• w ® a. 20 n n sit :+ O Gl a ® O A V1 w ® Kt m ii `a O rt CL S a a� � A are ? =m 5r rt c. a an FL lux nw fp o� In g N ® ® a o �+ 3 a to a m o ® o a• m ao a 0. g _ct z N C an 3 n O W w Po K JGA ARCHITECTS CAFFERY BARN ELEVATION 84 MALLARD LANE 1380 VILLAGE LANE GREENPORT NY, ORIENT NY,11957 & SPECS. DATE:02/26/17 1194 GENERAL NOTES: /'/�, SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION %/ " C0 N T R A C T 0 R N 0 T E 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Woad: 2. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. FIRE SAFETY: j� T��(� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All 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 LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B• LOCKED AREA. residential & commercial design • consulting 2. UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1615 phone; (631433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES C. All trusses shall be "shaped" as shown architectural cross sections. shall b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: SSbn654@opfonline.nel 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. IcenlDesign Associates,LLC•formerly onlcAssociates,L�c SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS.// 4• 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance with the American Plywood Association ((APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5• b, Plywood sheathing shall be continuous over two or more sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED Y 9 P 9 pY pP CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BYbe OR DURING THE EXECUTION OF THE WORK, 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, LLC. No part thereof shall ied, disclosed to others or used in connection 6 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 THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. 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 7 E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. 11 . ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC, NO CONSTRUCTION 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. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 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 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, 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. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 SINGLE LE SINGLE OR AND MULTIPLE-STATION MULTIPLE-STATION ACCCORDASMOKE NCEAWIRH 20 5 MS AS VINTERNATONACARBON RESIDENMONOXIDE CODEDETECTORS CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PROFESSIONAL LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sqft 130 (mph) C SEVERE 1 3'-0" 1 MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 D NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT OCCUPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND 'RESCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE r 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS UNINHABITABLE ATTICS WITH LIMITED STORAGE r �' k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTMI E 1996 AND ASTM 1886 RESIDENTIAL R-3 (SINGLE FAMILY) / U REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: k 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET 9144mm) 'OF GRADE SHALL MEET THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 ( REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E 1996, V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS HEIGHT AND FIRE AREA STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 3/6 INCH (11.1mm) AND All framing hardware shown on these plans, PROJECT: ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR unless otherwise indicated, IS Simpson Strong-Tie. HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL No substitutions are approved or authorized. CAFFE� / 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE i HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the o relationshipsf framing hardwareto THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED g ���� PLANE TO THE AVERAGE HEIGHT OF e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4,5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, any framing THE HIGHEST ROOF SURFACE UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH hardware substitutions will render these plans =17' AS PER SECTION R202 OF THE AS PER TABLE 506.2 THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE null and void, and Will result in the installer/contractor INTERNATIONAL RESIDENTIAL CODE I. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE assuming responsibility for the design and INTERNATIONAL CODE SUPPLEMENT. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPH performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). 1380 VILLAGE LANE OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED To ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE ' OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT ORIENT NEW YORK 11957 TOTAL HEIGHT FROM:RIDGE TO GRADE 21'-8" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SCTM # 1000- 25-01-27.5 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH 2 AND BETTER PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. # THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) ' FASTENER SPACING INCHES AREAS OF STRUCTURE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS (INCHES) NOTES: THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE K. EX. CRAWL SPACE NA ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL DESIGN (PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING - - PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR 781 sq. ft. BASED ANCHOR WITH 2 16 10 8 DESIGN IPROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR t� INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT t� NEW FIRST FLOOR NA FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS, EX. SECOND FLOOR . NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- EX. FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT, BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW INCH EMBEDMENT LENGTH • NEW BALCONY NA Ya INCH DIAMETER LAGSCREW- MARCH 17, 2019 LOFT NA BASED ANCHOR WITH 2 16 12 9 -``� PROJECT NO: © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES oF_N_ ATTIC (HOUSE)(a) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH LLC. �� Yo 1048-2019 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �P u. :j Fz 1 GARAGE NA UNDER FEDERAL COPYRIGHTDRAWN BY:LAW. rb� '�,; ��, `9� BDK NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT J {^' �.'% 1"4 ATTIC (GARAGE)(a) NA FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.4.48 N, 1 mile per hour = 0.447 m s Q f� "` '»{� T' CHECKED BY: OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 p p / �� BONUS ROOM NA INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. WRITTEN AUTHORIZATION. ' SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS . a. This table is based on 140 mph wind speed and a445-foot mean roof height. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r SUNROOM NA ) b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. � ��fo > ', SHEET NUMBER: NEW DECK NA Fasteners shall be located a minimum of 1 inch frorrn the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE F�081&6� COVERED PORCHES NA c. Anchors shallenetrate through the exterior wall cowerin with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN ARO � Nps' G1 COVERED ENTRANCE NA length of 2 inches minimum n to the building frame.. Fasteners shall be located PROOF OF PURCHASE. FEs��O POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry strucco, they shall be attached Acceptance of these drawings does not authorize the right to build without .� using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF of 1,500 pounds. of Health Services, Town Building Departments, DEC, FEMA, etc. .3,f/9�/S Verify all conditions, codes, and requirements with such agencies prior to (o) WITHOUT STORAGE construction. © KEEIIrDPSIGN•ASSOCIAIFS,uc (b) WITH STORAGE SIMPSON -STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION . / USE A MINIMUM OF ' TWO Bd NAILS THIS �� ��, M TS20 LTS20 PROVIDE 1 HGAIOKT ON % J SIDE OF TRUSS. O ALLOWABLE LOADS 1,2 LOAD . SIDE OF CEILING JOIST FASTENERS LATERAL WITH MODEL GA UPLIFT UPLIFT CODE TOTAL FOUR �. 0 ° AND ON SIDE OF RAFTER NO. TO AVG (133/160) 8dx1}" REF. 8d NAILS TO TO NAILS INTO TRUSS. RAFTERS/ PLATES STUDS ULT' (133) (160) F F2 (133& — ° STU 5"— °0 �' li• ul J 2 i ^� � tP3 ,/ TRUSS —�ae� 8 NOTE: REFER TO SIMPSON WOOD CONSTRUCTION o TAKE—SIMPSON H7 16 'i' 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE—UP WASHER UHL DESIGN ASSOCIATES LLC PROPER INSTALLATION PROCEDURES .y residential & commercial design • consulting H6 16 ' 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER ART 'x12 ° P0.Boz 1675 phone; (631 433 9084 MODEL GA AVG 2 CODE NdONAILS o° / •• ° Southoid,NewYork 11971 EMail; ssbn654@optonline.nel N0. CLEAR ULT. LFTA LFTA REF. PLATES °p° ! °• MAX.MA SPAN L QTY DIA 11" 2 21" 3 3J" 14" 2" 24" 3" 3}" EIGHT 8d NAILSS P 4 (Gehl Design Associates.LLC•formerly D A K Associates,LLC INTO LFTA 16 21"' 17" 38j"16-16d — 4200 1205 1400 5, 44,]85 STUD ,' OWNERSHIP & USE OF DOCUMENTS: DOUG—FIR LARCH / SO. PINE °o FASTENERS2 ALLOWABLE UPLIFT LOADS ° These drawings and specifications including the MODEL L AVG 10d lod x IF" CODE NO. ULT. LFTA '• 710d 10d x 1�" ideals, design and arrangements represented (133 / 160) (133) (160) REF. LSTA21 TA 21 °° ASSOCIATES, LLC.therein, are the property pat thereof hall Gbe °° Simpson Strong—Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x•13" 3116 1000 840 1000 3, 41, 128 °° °° HGA10 with any work or project other than for which MTs20 R they have been prepared without written consent. 20 14-10d 14T1od x 14" 3116 1000 840 1000 3, 41, 128 DETAIL "K11 ART�'x12 ° LST20 20 12=10d 12-10d x 14" 2383 775 720 720 3, 41COW— sTu COUPLER NUT li °° DETAIL "Ell ° $„_ DOUG—FIR—LARCH Equal number of °° SIMPSON SO. PINE CODE TYPE'*bF DIRECTION ALLOWABLE LOADS REF. specified Halls In ° TAKE—UP WASHER MODEL CONNEC— OF LOAD FLOOR ROOF (133/ each end NO. TION ' 100) (125) 160 Simpson Strong—Tie CS16 ART8"x12 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS''�'9(DF/SP) (133) HOLDOWN HOLDOWN ARTR'xl2 DEFLECTION DEFLECTION CODE STUD LENGTH OF BOLT 2,3 AT HIGHEST MODEL MACHINE AVG AT HIGHEST REF. ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY HB SB W H B SO CL DIAS'8 DESIGN LOAD DESIGN °Q° G4' GA QTY DIA 1J” 2" 21" 3" 31" 51" LOAD WHEN RAISED OFF o THE I PAT ° 0 HD2A 16 12 4{�" 2J" 21" 8" 21%" �" 1 �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 1 2, 43, 82 0 0 0 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG WL STUD PLATE ULT. (133) DF / SP (160) RODE SP4 3{�" 71" —10d x 1i" — 2917 735 885 7, 40, 127 0 DEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 MO NOGA . W L NAILS 100) (133 ) (160) REF. 01 WORK MOTES: LSTA21 .20 1 " 21 16-10d 905 1205 1295 7, 40, 90 Ole MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA' FLOOR REF. W L NAILS 100 (133) (,60> Simpson Strong—Tie STU — MSTA24 18 11" 24 1 18-10d 1 1025 1370 1 1640 1 7, 40, 90 LUS46 SIMPSON MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE TAKE—UP WASHER OR L SPACING REF. HD2A N0. LENGTH END CA CUT LENGTH (TOTAL) + 2 CONSTRUCTION ( L (100) (133 / 160) OC. OF ROLL IN A ROW Simpson Strong-Tie NOTE: ALL HANGERS TO BE USED ON THIS PROJECT 9— Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H61 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON, DOUG—FIR LARCH S0. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 1100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF_ ALL LIABILITIES ON THE CONTRACTOR. CNW— CERTIFIED BY A LUS46 18 3A" 4J" 2 — 4-16d 4-16d 6076 1140 1160 — 1000 1150 — 1250 7, 40, 127 DETAIL "I" COUPLER NUT PROFESSIONAL HUS210-2 14 3d"• 9i 2 8-16d 8-16d 6076,1 55 2105 — 1650 — 1900 2065 1, 36, 84 122 ART 'x12 STU 8'— DOUG—FIR LARCH/�Q. PINF ALLOWABLE LOADS MODEL FASTENERS AVG FT LATERAL CODE UPLIFT (133ERAL REF. SIMPSON ENGINEER NO. GA ULT. TAKE—UP WASHER TO RAFTERS I TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4—SDS4"x1J" 4—SDS4"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW— SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR �. 0 SE A MINIMUM OF IN NAILS TWO 6d NAILS THIS MTS16 5� �'- LSTA21 SIMPSON �" ANCHOR BOLTS INTO TRUSS. SIDE OF TRUSS, M TS1 6 TOTAL FOUR 0 HD2A TAKE—SIMPSON g TAKE—UP WASHER Strong—Tie 8d NAILS LSTA21 INTO TRUSS. HUS210-2 PROJECT: CAFFERY TWO •N ° F1 LS I BARN 8 AILS e i TO PLATES EIGHT TWO 8d NAILS 8d NAILS o INTO INTO DETAIL "A" STUD Simpson Strong—Tie PLATES °mo H7 EIGH Bd NAILS ® DETAIL "D" DETAIL "G" DETAIL "J" 1380 VILLAGE LANE, INTO 0 STUD Simpson Strong—Tie Simpson Strong-Tie ' ORIENT, NEW YORK 11957 LFTA ROD SYSTEM DETAIL "L" LFTA LFTA NO SUBSTITUTIONS SCTM # 1000- 25-01-27.5 Ridge StraPPIrl9 All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS BP LSTA30 No substitutions are approved or authorized. DRAWING TITLE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 Due to the relationships of framing hardware to the other components of the structure, any framing SIMPSON WINDLOAD V-0" DEEP POOL x 4' DIA ==12.58 cu.ft, per vertical ft, V-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer contractor CHARTS & CALCULATIONS V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. / STRONG - TIE DETAILS & ROOF DRAINAGE • ROOF AREA = 841 sq/ft LTP4 CALCULATIONS AND ' LTP4 V = A x R x c PLUMBING SCHEMATIC LTP4 A = 841 sq/ft �� "NOTES: I , • R = 2 RAINFALL = .17 ft THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, "C" C = COEFF. = 1.O DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie V = 841 x 1 x .166667 = 140.17 c.f. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISONS DUE TO UNKNOWN OR 141 / 22.3 VERTICAL FT. / FT - 6.32 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT USE (2 Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ) 6' DIA. POOL 3'-6" DEEP - 7 V.F. Detail SEAL: DATE: OR MARCH 17, 2019 LTP4 DETAIL "B" 141/ 42,25 VERTICAL FT. / FT = 3.34 V.F. PROJECT NO: +�F N E' "' t 1048—2019 LTP4 USE (1) 8' DIA. POOL 3'-6" DEEP = 3.5 V.F. �P y �:�j`� °1 DRAWN BY: Simpson .Strong Tie �, «� 11/�\ p BDK Floor ' to-Floor, Connections POOLS TO BE PLACED ON OPPOSITE SIDE OF ,,, 9�+ PCHECKED BY: HOUSE AND/OR LEADERS TO BE PIPED TO DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOLS 1 2 OF THE ROOF TO DRAIN TO EACH 'f �`' SHEET NUMBER: CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ( / L -�„ 190 o AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ��� 081dr�8 ��� �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. SYSTEM AND MIN. OF 1O FEET FROM FOUNDATION). OROFESSI'O��P\' 1. AF&PA WOOD' FRAMED CONSTRUCTION MANUAL (WFCM) 4� '�' DOB NUMBER; 2.AISI- STANDARD. FOR COLD-FORMED STEEL FRAMING - ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGSAISIS-230 WHERE TRAFFIC IS TO BE PRESENT. ( ) © KMDESIGN•ASSOQATES,uc 3. ICC STANDARDS. ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) i .. I %' •% ,i i" ii r /�„ ../ :;%G/i"moi<;i %l;ii PROVIDE HURRICANE STRAPPING IN •..�"" '�,, �;�%.." �%""i; 38'-7' 38'-7' ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE A Provide x18" Anchor Bolts FB �- -- - 1 " 1 1 UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT, 25'-1 13 -54 Max of 32"ocFF . and Within 12" of all Corners and End of Boards. A B 11 11 `r ALL HEADERS ARE TO BE -� -'N ; KEHL DESIGN ASSOCIATES LLC (2)1 4"X 92" LVL UNLESS residential & commercial design o consulting — — — OTHERWISE NOTED 23'-94" I 12'-94" I 6X6 ACQ Post P0.Box 1675 phone: (631)433 9084 Southold,New York 11971 E-Mail: ssbn65405optonGne.net N ❑ I I I 51 2 2x12 24"x 24"x 12" Conic. FootingI r Flush Beam F ( I I I �T Kehl Design Associates,LLC o formerly D A K Associates,LLC I I to be Just Below the Garage Provide 'x18" Anchor Bolts Concrete Slab —2—)2 -04I OWNERSHIP & USE OF DOCUMENTS: Max of 32"oc, and Within 12" of all Corners and End of Boards. I I I o N y These drawings and specifications including the `� ideas, design and arrangements represented o 0 -(72x12 _ ® otherein, are the propertyof KEHL DESIGN Qom Flush Beam EXISTING SHED I " I "�_i ASSOCIATES, LLC. No part thereof shall be 4" ell, 4" 4" 4" 4" ;0 22!cf 51 EXISTING SHED 5t„ copied, disclosed to others or used in connection 4" PC Slab w/ 10/10 6x6 WWM. STORAGE AREA 1 i 0, x i " y " STORAGE AREA 2 j with any work or project other than for which the have beenprepared without written consent. 8" Poured Conic, Foundation o oJ� a' X X N' NEW BARN FOUNDATION on a 16"x 8" Conc. Footing I I I v 1 _i N NCD N y (Min. 3'-0" Below Final Grade.) `v Z m X Elf REV: N 8" Poured Conc, Foundation N on a 16"x 8" Conc. Footing x (Min. 3'-0" Below Final Grade.) Provide "x18" Anchor Bolts Max of 32"oc. and Within 12" C"' ( I I C o C of all Corners and End of Boards. 1 1 I I I I Ql 101 101 1C1 yti° \ Dropped Foundation for a I Dropped Foundation for a �a� 100"x 96" Barn Sliding Door 120"x 90" Barn Hinged Doors :� 8 -4 �( ^� 10' �— — — — — — — — — — — — — — L— — — — — — — — — J I e7 (3)1 3/4"x 9 1/2" LVL Hdr, I n 00 A B 101 1 1 AIL CONCRETE TO BE MINIMUM A B AIL CONCRETE TO BE MINIMUM 37'-11" OF 3000 PSI 0 28 DAYS 1 1 1 1 OF 3000 PSI 0 28 DAYS 4,. 4" WORK NOTES: -2" 22'-5" 7' -2" 1 1'-102" 10'-6 " 7' 38'-7" 38'-7" FOUNDATION PLAN- FIRST FLOOR PLAN- SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" NOT FOR EXISTING �— EXISTING CONSTRUCTION USE UNLESS NEW NEW PROVIDE ENG IN ACCORDANCE WITH THECERTIFIED BY A 2015 INTERNATIONAL RESIDENTIAL CODE Hurricane Strapping Hurricane Strapping UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL Ridge Vent Ridge Vent 2210 Ridge Beam— 2x10 Ridge Beam ENGINEER 2x8-16' oc Rafters 2x8-16" oc Rafters r COX plywood sheathing r CDX plywood sheathing ALL HEADERS ARE TO BE Ice & Water Shield membrane roofing 2x6 Collar Ties 16°oc. Ice & Water Shield membrane roofing 2x6 Collar Ties 16"oc. (2)13/"X 9Y" LV>_ UNLESS GAF Timberline Architectural Green Roof Shingles GAF Timberline Architectural Green Roof Shingles OTHERWISE NOTED 12 �g 2x8-16' oc Rafters " Goly. Carriage BoltsNEW Goly. Carriage Bolts NEW " Goly. Carriage Bolts NEW CDX plywood sheathing 2x4 Vertical Support 16"oc. 2x4 Vertical Support 16"oc. BARN ATTIC 2x4 Vertical Support 16"oc. Ice &Water Shield membrane roofing 2x6 Diagonal Support 16°ocBARN ATTIC BARN ATTIC GAF Timberline Architectural Green Roof Shingles Hurricane Stropping Hurricane Strapping STORAGE . STORAGE 2x6 Diagonal Support 16"oc. 2x6 Diagonal Support 16"oc, STORAGE 1x6 T&G Soffit1x6 T&G Soffit Exposed Pointed 'Goly, Carriage Bolts Exposed Painted Goly. Carriage Bolts PRC)JECT: Rafter Tails Rafter Tails (2)2x6 Top Plate (2)2x6 Top Plate C A F F E RY 1x8"Cedar T&G Vertical Siding 3/4" plywood subfloar- typical 3/4" plywood subfloor- typical �l12 3 r CDX SheathingN N 2x6-16" oc Wall Studs ------ x6 Shoe R 2e 2x6ShoHurricane Strapping 2x12 Ceiling Joists @ 16"oc. __-_ 2x12 Ceiling Joists @ 16"oc. 1x6 T&G Soffit 2x12 Boz Beam �" Galy. Carriage Bolts " Goly. Carriage Bolts—/ of of Exposed Painted (2)2x6 Top Plate Rafter Toils 19'_4" 6X6 ACQ Post 1380 VILLAGE LANE, 1x8" Cedar T&G Vertical Siding - 1x8" Cedar T&G Vertical Siding _ 13'-54" " c° CDX Sheathing 1x8" Cedar T&G Vertical Siding ORIENT, NEW YORK 11957 COX Sheathing 2x6-16' oc Wall Studs I NEW BARN STORAGE AREA 26-16" oc Wall Studs NEW BARN STORAGE AREA ao NEW BARN STORAGE AREA EXISTING SHED STORAGE AREA '� SCTM # 1000- 25-01-27.5 Hurricane Strapping Hurricane Strapping 2x6 Shoe 2x6 Shoe yDRAWING TITLE: 2x6 ACQ Sill 4" PC Slab W/ 10/10 6x6 WWM. 24" Monolithic Poured 2x6 ACO Sill 4" PC Slab W/ 10/10 6x6 WWM. 24" Monolithic Poured Sill Seal 2 Concrete Apron Sill Seal Concrete Apron 71 FOUNDATION P LAN / Termite Sheild Termite Sheild 8" Poured Concrete 8" Poured Concrete 24"x 24"x 12" Conc. Footing Foundation Wall Provide x18" Anchor Bolts Foundation Wall to be Just Below the Garage Provide "x18" Anchor Bolts FLOOR PLAN AND CROSS ' 2x4 Keyway Max of 32"oc. and Within 12" 2x4 KeywayConcrete Slab Max of 32"oc. and Within 12" SECTIONS AS NOTED " of all Corners and End of Boards. Provide x18" Anchor Bolts of all Corners and End of Boards. Max of 32"oc. and Within 12" 8" Poured Conc. Foundation 8° Poured Conc, Foundation of all Corners and End of Boards. NOTES: on a 16"x 8" Conc. Footing on a 16'x 8 Conic. Footing THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE (Min. 3'-0" Below Final Grade,) (Min. 3'-0" Below Final Grade.) DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW, CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE CROSS SECTON CROSS SECTION DESIGN FESSIONAL ASSUMES NO LIABILITY FOR OMMISIOIJS DUE TO UNKNOWN OR CROSS SECT NUNFORESEENEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT AB C FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 111 __ 11_Ori' O Irl .1 __ 1_011 Irl _ 11_011 o SEAL: DATE: 4 4 4 CF 1 v1, MARCH 17, 2019 Y~ PROJECT NO: U' 1048-2019 PROVIDE HURRICANE STRAPPING IN ��� `' `9 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE � k,!! �.�+ �' AWN BY: W,! A �c u4 '. . 16 B D K UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. J "4 4� Ir CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE SHEET NUMBER: AS AN AILTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �Op 08186?' SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R�FESSIONP ALL HEADERS ARE BE Al 01 (2)13/,"X 9Y° LVL UNLESS ESS IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OTHERWISE NOTED BUILDING CODE, PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. s 1. AF&PAS WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization 3�/��Iy 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ©KEHL-DESIGN•ASSOCIATES, LLc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 Li-I Y..LI ILLJIILWJ.JIII 44..LLJJLLI ��� KEHL DESIGN ASSOCIATES u.0 residential &commercial design • consulting I PO.Boz 1675 phone: (631 J433-9084 Southold,NeWYork 11971 E-Mail: ssbn654@optonline.net I I I MI I I I 9, ,1 1 IN, 7 11 1 1 1 1 1 Kehl Design Associates,LLC•formerly D A K Associates,LLC Ll OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which 12 12 they have been prepared without written consent. ao 1 3 i REV: �--iro ' N I �i DY 0 �� 00 NEW BARN EXISTING SHED EXISTING SHED NEW BARN STORAGE AREA STORAGE AREA STORAGE AREA STORAGE AREA EASTERN ELEVATION- WESTERN ELEVATION WORK NOTES: 4 —V NOT FOR CONSTRUCTION USE UNLESS 19 79 CERTIFIED BY A PROFESSIONAL ENGINEER IIIIH 03 00 -I I N N PROJECT: CA FFERY RSO ANSSH BARN 6-LIT RI E 2'--6" X 2'-6° 1380 VILLAGE LANE, NEW BARN NEW BARN ORIENT, NEW YORK 11957 STORAGE AREA STORAGE AREA SCTM # 1000- 25-01-27.5 NORTHERN ELEVATIONELEVATION- 1" = DRAWING TITLE: SOUTHERN" ," _ " ELEVATIONS AS NOTED 4 -O 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PRDFFESSIONAL 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. SEAL: DATE: MARCH 17, 2019 OF NE�V �0' PROJECT NO: O' j� 1048-2019 DRAWN BY: BDK _ �,-, CHECKED BY: DESIGN (CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL �� �_� ,� P" PROVIDE HURRICANE STRAPPING IN RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE y�F 081868 SHEET NUMBER: ACCORDANCE WITH THE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 2015'INTERNATONAL RESIDENTIAL CODE SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r-EsS1oN��� ®nLL UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE, ALL HEADERS ARE TO BE 1. AF&PSA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB N M UH (2)i;"X V LVL UNLESS 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization OTHERWISE NOTED of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such pKEH;.DESIGN-ASSOCIATES,uc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400