Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
46064-Z
o��SUEfOr i� Town of Southold 5/7/2021 ' y�� P.O.Box 1179 o ` h 53095 Main Rd ` y�j01 fah' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42011 Date: 5/7/2021 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 450 Bay Haven Ln, Southold SCTM#: 473889 Sec/Block/Lot: 88.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2021 pursuant to which Building Permit No. 46064 dated 4/12/2021 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: "as built"deck addition to existing single-family dwelling as applied for. The certificate is issued to Lazio Jr,Ernest of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED th rize S gnature ��4�5uFFot,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT N s TOWN CLERK'S OFFICE oy • 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 #: 46064 Date: 4/12/2021 Permission is hereby granted to: Lazio Jr, Ernest PO BOX 199 Peconic, NY 11958 To: legalize "as built" deck addition to existing single-family dwelling as applied for. Additional certification may be required. _ At premises located at: 450 Bay Haven Ln, Southold SCTM # 473889 Sec/Block/Lot# 88.4-23 Pursuant to application dated 3/19/2021 and approved by the Building Inspector. To expire on 10/12/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $852.00 CO-ADDITION TO DWELLING $50.00 Total: $902.00 4 -"- Buil ng Inspector Form No.6 TOWN OF SOUTHOLID 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"lanai 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. O 3-17- fl New Construction: Old or Pre-existing Building: A (check one) Location of Property: qS0 4AU Feu A--j-j_ L+0 tj) House No. Street Hamlet Owner or Owners of Property: (tet l E&j L.A?,l p Suffolk County Tax Map No 1000, Section �d� Block 0 `f Lot Z 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 bjst SO(/l�o # * -TOWN OFSOUTHOLD BUILDING DEPT. �`yrnu�m 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ''] ROUGH PLRG. [_ ] FOUNDATION 2ND [ NSULATION/CAULKING [ '] FRAMING/STRAPPING [ ] FINAL fS evi g-fia*41 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Lolllrfyw XIA DATE Ylz ,w INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ...� bC%7 FOUNDATION(IST) -------------------------------------- FOUNDATION ---FOUNDATION (2ND) 41 - � e ROUGH FRAMING& PLUMBING ' 1 y INSULATION PER N.Y. STATE ENERGY CODE z . .FINAL ADDTTIOpA COMMENTS on Z Mm �b - � z TOWN SIF S©umo LD BUILDING PERMIT APPLICA BUILDING TION CiIECI�.IST IDI�PARTII�T Do you have or need the followin T®Vte\.T HALL g,before applying? SOUTHOLD,lel 11971 Board of Health -------- TEL: (631)765-1902 4 sets of Building Plans FAX: (631)965-9502 Planning Board approval SoutaoldtownrmyegorP � Q,o Suryey Check SepticForm N.Y.S.D.E.C. Trustees C.O.Application Examined 204 Flood Permit Single&Separate Truss Identification Form_ Storm-Water Assessment Form Approved 20A contact. mail to: Disapproved a/c � NiiST L j Expiration Phone: &3 20, Bu g Spector MAR 1 9 2021 APPLICATION F®--q,R BUILDh-\\TG PERMIT Date 03--1? ,20 �! PNSTigiU CTIIO S 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 an A rmit issues a Certificate of Occupancy. y purpose what so ever until the Building Inspector f.Every building permit shall expire if the work authorized has not commenced within 12 months after the issuance or has not been completed within I�months from such date.If no zoning amendments or other re date of Property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the addition six months.Thereafter,a new permit shall in required, regulations affecting the APPLICATION IS HEREBY MADE to the BuildingDe Permit for an Building Zone Ordinance ofthe Town of Southold,Suffolk ounpty�New Morlas annd other applicable able P Regulations,for the construction of buildings,additions,or alterations or for removal or demolition a ermrt pursuant tt>the applicant agrees to comply with all applicable laws,ordinances,building code, valp Laws,Ordinances or authorized inspectors on premises and in building for necessary tion as herein des -bed.The housing code,and regulations,and to admit ary inspections. (Signature o applicant ol�name,if a corporation) ��_ JF— State F- State whether applicant i owns lessee,agent,architect,enoineer. (�ail'nb address of applicant) a ,general contractor, electrician,plumbobu �Nameof owner ofprernises P. ES- 11 si afore of dui , (As ori the tax roll or latest deed) Ifapplicant is a corporation, � S authozized officer dame and title of corporate off cer) Builders License No. r Plumbers License No Electricians License No. Other Trade's License No 7f�t S `i I M,1= 1. Location of land on which proposed work will be done: House Number Street Lrz oc9 a 6-f o County Tax Map No. 1000 Section Hamlet BlocIc �t-f Lot 2,,3 Subdivision N-4 Filed Map No. ' Nle Lot )4A 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Res FA—M,(%( b. Intended use and occupancy RESt pr? 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost S"V_ Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units JUA Number of dwelling units on each floor ,y If garage, number of cars pal A- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N A � i k 5 7. Dimensions of existing structures, if any:Front rrl Rear a5 6_6 Depth /O 13 Height My Number of Stories NA Dimensions of same structure with alterations or additions: Front Rear 1.M Depth N1 A Height N A Number of Stories NA 8. Dimensions of entire new construction:Front 5k?�Rear 56'—6" Dept /p 13"Height N-11-A- Number of Stories NA 9. Size of lot:Front /ZS/ Rear / Zs—' Depth /21S, 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated_ -'50U; 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_ 13.Will lot be re-graded? YES NO 5Z Will excess fill be removed from premises?YES NO 14.Names of Owner of premises ELZ 'k ►y Address S D v T baa L-s� ���Ph nL-N'e No. Name of Architect KEtk- p tL,,t dsLk. L ddress ZbSJA-sM hA, 4J Phone No__ �3 f-�f3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 7K- 't IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?x 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?x YES NO X IF YES,PROVIDE A COPY. STATE OF NEW YORIq SS: COUNTY OF ZwFF y r qEs i I'A being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)--above named, p (S)He is the ®W;.i r-1 (Contractor.Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are performed in the manner set forth in the applicatiotrue to the best of his knowledge and belief;and that the work will be n filed therewith. Sworn to before me this day of 20 A/ Notary Public Mary w Jordan Notary Public,State of New York Signature or Applicant Reg.No.OIJ04993494 ouaiirted in Nassau county Commission Expires 03/16/202 SUFFOLK CO HEALTH DEPT.APPROVAL H S. NO. z7 1 STATEMENT OF INTENT c� THE WATER SUPPLY AND SEWAGE DISPOSAL 1 N ± SYSTEMS FOR THIS RESIDENCE WILL 1 h17. 22 t CONFORM TO THE STANDARDS OF THE t SUFFOLK CO DEPT OF HEALTH SERVICES. ' (S► S.S�'O$•50' — l25.d�Iy3' g.�- APPLICANT �p WeLL., ; Q SUFFOLK COUNTY DEPT OF HEALTH Q y SERVICES — FOR APPROVAL OF CONSTRUCTION ONLY SEPI is yvs sL ( zA lib t H 5 REF NO.. J �"y y;GAR r W -41 APPROVED. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 12. SINGLE LY DWELLING ONLY SUFFOLK CO TAX MAP DESIGNATION: ° ` * DIST. SECT. BLOCK PCL. 1}TORv ��, NO. ,�L1�fZ 3 IOaG 488 4 23 Tfie sewage disposal and water supply facilities for this to I' FQNo : location have been inspected by*,is Department and/or OWNERS ADDRESS- other age i s alld foun to be satisfactory. cJ' i�.av�pf Ldlt-- vj Chief of ureau of Wastewater eanagn ment <<'c! j� 1'3 LIE— DEED-L- P. I TEST HOLE STAMP 1�0 2C1' 4S MA P U1= T c f NO. 0,6} _ f GLiFn s�,.,e ✓ -_ �� ' �O•�J� 4�� o BA Y I-1AVF:A1 •� Rre--�a: J5,6ZS Sand SEAL i THO4, 11tr. ']; _ .f.SS�ooi �a�'n Mair'ed .:qrr- xx :990 9•w. �� ,�' `•� ;? ,5 U � l SUMvEd fOY f RftlErtddd t=P.IT,2 /9911 RODE ICK VAN T-UYL,PC. �; y..... .0�E 8,1940LICENSED LAND SURVEYORS � �_:, • . Irl ! GREENPORT NEW YORK bUFFOLK GO. HEAL]H ULFT. Arf1ttvVAL H. S. NO. 90— -0 TQC t1t � � t 27� 0 STATEMENT OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK CO. DEPT. OF HEALTH SERVICES. a (SI APPLICANT WeLf-'f a SUFFOLK COUNTY DEPT. OF HEALTH SERVICES — FOR APPROVAL OF ��2 + �'�� CONSTRUCTION ONLY {y5C-PTlc SYs. . _ DATE: - hb t1 H. S. RE F. NO.. I 5 �_y APPROVED: x .E; -J, $ V SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES +:1' S1'�'} `-� i —''•�- - SUFFOLK CO_ TAX MAP DESIGNATION: ab LU SINGLF.•-F LY DWELLING ONLY n ~ [IAT �9�f.$, REF. N0. �h-tS6 DIST. SECT. BLOCK PCL. !' I STORY !oCs 48.8 �4 3 '�,� FR NO. h The sewage disposal and water supply faciifties for this OWNERS ADDRESS: location have been inspected by*,is Department and/or L 3_a a �., other age i s a d fours to be satisfactory. ,te 4 4 il'a `e fl 4 a-ve a. v Chief of Outeau of Wastewateranagement � N �'�:::' _ :76.5' Sr z DEED: L_ P. TEST HOLE STAMP (�• t - r - - - 'e`! Erle r a,u. ly + rc- rtru _r~ ; i.r•aa a:i iL1�� fi�, � i'.s .-.. P'�•.' .0 h2 :f.?� rrl h f • 1A P oi' 41f✓ 7- No.oZ,6 •• / 70,x l.a Y A VF: 0 a lrct SEAL Qr IF ��Ed'�'/-tf�3�r"1� I''�'. �': •� — •�:F,i s f:'c�Gri fYf d��?�v� a`�t�. �� :9�� .u►. ' + - !D a �� ti�v�, .� ; T fl rtIC17ded A ee, Z 1990 RODE+ ICK VAN UYL,P.C. r l "t '-�•�; - y i `- •• l''���Gr�1�7G � +5�:� �•(' 1�`r''•rr f 1 �"� 1 jUIje 8',990 LICENSED LAND SURVEYORS . '`s 2,�,; j 167 _ GRET=NPORT NEW YORK # asr halms+ APPROVED AS NOT DQ/�, DATE: °7 B.P.# W FEE: BY- NOT IFY Y•NOTIFY BUILDING ',PARTME AT 765=1802 8'AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTE ' ` _N MUST BE COMPLETE ' J. ALL CONSTRUCTI', , -+ALL MEET THE REQUIREMENTS OF 1 HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Additional Certification May Be Required. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF _- Sin TOWN ZBA c01 rruni n TnjAi�i of nninunir_BOARD _SO 1TH0 n TOWN TRUSTEES o US DEC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY /00 x, /ggn GENERAL NOTES: /A SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION N N General Notes:T R C T 0 R 0 T E S 1 GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF '����' --_ -_ - - _ -�''__I�__, ?G Wood: NEW YORK, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. 1, All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. GENERAL NOTES: 2. FIRE SAFETY: 1 ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL 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 KERDESIGN ASSOCIATES, CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code. B. LOCKED AREA. residential & commercial design * consulting PRACTICES. 2. 4. Pre-manufactured trusses. 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 a. All trusses shall be "shaped" as shown on architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. phone: (631�433-9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Southold,New York 11971 E-Mail; ssbn654@optonline.net 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. 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, Kehl Design Associates,LLC 0 formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. �/ /��7,7 7 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. b. Plywood sheathing shall be continuous over two or more spans with groin of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AF-TER WORKING HOURS, jWNLkSH IP & USE OF DOCUMENTS: 5, corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. therein, are the property of KEHL DESIGN REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE NORK. 8. Design values: 6. a. Framing Lumber: DF (north) No. 2 or better 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: E 1 ,600,000 PSI 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. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BU!! DING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb 825 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: 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 a. Laminated Veneer Lumber (LVL): ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI Fv 285 PSI 4. NOISE AFTER HOURS: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. 11 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 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 HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 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. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOC. LLC. HARMLESS FOR COSTS AND PROBLEMS RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 6 SPECIAL SAFETY NOTES 13. ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEFS AS WELL AS OTHERS AND IN THE CARE OF THE 14. DOCUMENT NOTES 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 THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, 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 TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 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 TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY TP:E GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CAR133N MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. CATEGORY IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORYY 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE NOT FOR TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET DESIGN CRITERIA (IN POUNDS I PER SQUARE FOOT) THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CONSTRUCTION PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. USE UNLESS 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3, SECTION 310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STO RAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. CERTIFIED BY A METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE b,g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT Q USE OCCUPANCY UNINHABITABLE ATTICS WITH LIMITED 11TORA.GE 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO H 'E A CAPACITY PROFESSIONAL Av IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ENGINEER RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED ATH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS. TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: STRUCTUAL PANELS c3,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 TYPE GROUP FIRE ESCAPES RESIDENTIAL CODE OF NEW YORK STATE. 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS d 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL f < 4 FEET SPAN < 6 FEET SPAN < 8 FEET R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC LOADS AS PRESCRIBED NO. 8 WOOD SCREW- BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE PASSENGER VEHICLE GARAGES 0 BASED ANCHOR WITH 2 16 10 8 SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF HEIGHT FIRE AREA 50' INCH EMBEDMENT LENGTH LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES PROJECT: NO. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. HEIGHT, BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 BASED ANCHOR WITH 2 16 12 9 THE VERTICAL DISTANCE FROM GRADE INCH EMBEDMENT LENGTH PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA SLEEPING ROOMS 30 CREW- R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE 3 STORY Y4 INCH DIAMETER LAGS AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LAZ1%J NA AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 BASED ANCHOR WITH 2 16 16 16 LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH 2070-BUTDING CODE OF NEW YORK STAIRS 40c INCH EMBEDMENT LENGTH STATE. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.443 N, 1 mile per hour = 0.447 m/s E I SIN N G 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds Vultand a 45-foot mean roof height. rallb, rim Apr& TOTAL HEIGHT FROM RIDGE TO GRADE NA 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230)a. 10 In 1:U ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD b. Fasteners shall be installed at opposing ends of the wood structural panel. 11i K APPLIED OVER A 20-SQUARE-INCH AREA. Fasteners shall be located a minimum of 1 inch from the edge :,f the panel. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT c. Anchors shall penetrate through the exterior wall covering with on embedment length of 2 inches minimum into BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. 450 BAY HAVEN LANE LUMBER SPECIES AND GRADE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors NOTE:ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, SOUTHOLD, NY 11971 ALL HOUSE FRAMING MATERIAL DOUGLAS 7IR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, having a minimum ultimate withdrawal capacity of 1,500 pounds. OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED "FOUNDATIONS"OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE DRAWING TITLE: OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY 004SEVATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK GENERAL NOTES AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: 1. Section R401 through R404 PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS tl,S PER 2020 ENERGY NEW CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" NEW BASEMENT NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ("TABLE R402.1.2 a ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. ENCLOSED PORCH NA g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW FIRST FLOOR NA THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE MESM SKYUWTb GLAZED CEM WOOD MASS FLOOR BASEME?ffc SLAB CRAWL PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. SECOND FLOOR NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACW� � U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL . RNALUE WALL R-VALUE SPACEc FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT, THE NEW SECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SMC b,e WVALLIE R.VAW:) RNALUE &DEM RNALUE NOTE:THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW BALCONY NA THE PLANE OF THE TRUSS 4 EXCEPT UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20OR13+P 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCI-I&EDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(a) NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: For SI: =. 1 foot = 304.8 mm CODE OF NEW YORK SEAL: DATE: ATTIC (HOUSE)(b) NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insuation is installed in a cavity which is less MARCH 09, 2021 GARAGE NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the PROJECT NO: ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. @ COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration, 1092-2021 BONUS ROOM 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. Gr interior of the basement wall. 0, BDK SUNROOM NA NEW DECK 565 sq. ft. 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the PLANS MAY NOT BE REPRODUCED WITHOUT CHECKED BY: MEMBER DEPTH. WRITTEN AUTHORIZATION, COVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous COVERED ENTRANCE NA insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. KEHL DESIGN ASSOCIATES, LLC, SHEET NUMBER: DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS POOL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addi-,ion to the required slob edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE L ACCESSORY STRUCTURE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. 1684 GCONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 'I IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT OF ONE f. Reserved Acceptance of these drawings does not authorize the right to build without S1 IkO (a) WITHOUT STORAGE ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (b) WITH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavity insulation of Health Services, Town Building Departments, DEC, FEMA, etc. plus R-5 continuous insulation. Verify all conditions, codes, and requirements with such agencies prior to i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the construction, KEHbDES1GN-A%0MTB,uc insulation is on the interior of the mass wall. I SIMPSON STRONG TIE CONNECTORS SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF r TWO Bd NAILS THIS MTS 2 0 L T S 2 0 PRO LATERAL TOTALFOURSS SIDE OF CEILING JOIST So. WITH o AND VON SIDE"OFIRAFTEOR ALLOWABLE LOADS LOAD / 8d NAILS FASTENERS MODEL GA UPLIFT UPLIFT CODE / U PLAOTES lu STUDS F 133/160) ( 33& INTO TRUSS N0. TO AVG ( NAILS REF. RAFTERS/ ULT. TRUSS (133) (160) 2 NOTE: REFER TO SIMPSON WOOD CONSTRUCTION a TAKE—SIMPSON _ _ TAKE—UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND U.M.DESIGN ASSOCIATES LLC T 'K T PROPER INSTALLATION PROCEDURES _ 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) (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL °I ° ART 'x12 e e P0.Box 1675TWO phone: (631)433-9084 MODEL GA AVG z RODE INTO °o ° Southold,New York 11971 E-Mail: ssbn654@optonline,net ULT. LFTA LFTA °o / o' ' N0. MAX. CLEAR PLATES WIDTHSPAN L QTY DIA 14" 2" 2�' 3' 3" 11�" 2" 21" 3" 31" ° EIGHT-' 8d NAIL 1205 1400 5, 44, 85 INTO S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2 " 17" 381"16-10d — 4200 STUD '�T%J, 7��T�. ////�%lI%/ DOUG—FIR LARCH / SO. PINE o FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS3 ° OWN[=kSHIP BC USE OF DOCUMENTS: MODEL L AVG 10d 10d x 1:" CODE ° These drawings and specifications including the NO. ULT. REF. LFTA o° ideas, design and arrangements represented (133) (160) 10d 10d x 14" L S T A 21 property therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be (133 / 160) o o oo Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 o HGA10° with any work or project other than for which o MTS20 20 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128AR TJ'x 12 0 DETAIL "K11 they have been prepared without written consent. 0• ° LST20 20 12-10d 12-10d x 12' 2383 775 720 720 3, 41 CNWDETAIL "E" STU g - COUPLER NUT DOUG-FIR-LARCH Equal number of °° SIMPSON o TYPE OF DIRECTION ALLOWABLE LOADS REF.SO. PINE CODE specified nQlls In ° TAKE-UP WASHER MEL NEC- OF LOAD NOTIONFLOOR ROOF (133/ (100) (125) 160 each end Simpson Strong-Tie G 515 645 670 CS16 ART5"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7,1(DF/SP) (133) HOLDOWN HOLDOWN ARTJ'x12 STUD DEFLECTION DEFLECTION CODE MODEL AVG LENGTH OF BOLT 2,3 AT HIGHEST AT HIGHEST REF. MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY a ANCHOR BOLTS ULT. ALLOWABLE GA GA HB SB W H B SO CL DIAS-e DESIGN LOAD DESIGN 000 QTY DIA 1�" 2" 21" Y' 3 " 5}" LOAD WHEN RAISED OFF o THE SI PLATE 0 HD2A 16 12 4i" 2�" 2J" 8 21� 1 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS OF SP ODE NO. AVG W L STUD PLATE ULT. (133)2 / (160) R SP4 3A" 71" -10d x 1j" 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA I FLOOR REF, 0 o WORK NOTES: N0. WL NAILS 100 (133) (160) LSTA21 20 11" 21 16-10d 905 1205 1 1295 7, 40, 90 01, MODELDIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. CA W L NAILS FLOOR (133) (160) REF. 5 100Simpson Strong-Tie STU g - MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 SIMPSON NO. (LENGTH END GA CUT LENGTH (TOTAL) 1 z SPACING REF. HD2A TAKE-UP WASHER L (100) (133 / 160) NOT FOR OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie - 1235 1650 2 288d ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CS16 150' 14" 16 CLEAR SPAN +31" >'s" 7, 40, so NOTED. FAILURE TO COMPLY WITH ALL NOTES CONSTRUCTION DIMENSIONS FASTENERS ON. D G-FIR AR H O. PIN AL WA L A S MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION „ ti N0. GA W H B 10d 16d JOISTS ULT 125 CODE REF. ABY LA LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F (133)(160) 10d 16d 10d 16d 10d 16d ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I„ cNw- USE UNLESS LUS46 18 3 4 " 2 4_16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 14 3I" 9, " 2 COUPLER NUT CERTIFIED BY A HUS210-2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 -FIR AR H PINALLOWABLE A ART 'x12 STU 8„— MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE NO. GA (133/160) REF. PROFESSIONAL ULT. SIMPSON TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 TAKE-UP WASHER ENGINEER HGA10KT 14 4—SDS "x1j” 4—SDSi"x3" 1523 435 435 1165 940 I USE A MINIMUM OF S P 4 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT S P 4 PROJECT: TOTAL FOUR /• ® SE A MINIMUM OF INTO TRUSS SIDE O8d NAILS �NAILS MTS16 STU g-- LSTA21ANCHOR BOLTS MTS16 SIMPSON SIMPSON TOTAL FOUR /. ® TAKE—UP WASHER 8d NAILS HD2A Strong-Tie INTO TRUSS LSTA21 HUS210 2 LAZIO ISTUMM' Two • � ° Fi EA 8 AIL TO PLATES "po i5r) E ° EIGHT--' TWOo 8d NAIL 8d NAIL INTO it if INTO DETAIL "At' STUD Simpson Strong—Tie PLATES °0° H7 EIGHT / 450 BAY HAVEN LANE N INTO AIL ® DETAIL "D" DETAIL "1311 DETAIL N ° STUD Simpson Strong—Tie SOUTHOLD NY 11971 H7 Simpson Strong-Tie LFTA RDD SYSTEM DETAIL "L" LFTA LFTA 'DRAWING TITLE: Ridge Strapping BP LSTA30 SIMPSON WINDLOAD CHARTS & CALCULATIONS / STRONG-TIE DETAILS / ROOF DRAINAGE CALCULATIONS AND LTP4 PLUMBING RISER DIAGRAM I LTP4 LTP4 iNorLs: DETAIL "C" 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 PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL LTP4 DETAIL "B" E l o o r-t o-Floor Connections Ridge a Strapplri g FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE LTP4 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT Detail Simpson Strong-Tie FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections SEAL: DATE: MARCH 09, 2021 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY pay« PROJECT No: EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ' `" 1092-2021 411 D RAW N BY: NO SUBSTITUTIONS BDK All framing hardware shown on these plans, CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE R' No substitutions are approved or authorized, SHEEI NUMBER: Due to the relationshipsof framing hardware to R301.1 APPLICATION BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THATPRO D tl' �•� , the other components of the structure, any framing COMPLETE LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES �Q— 0 I�'.1� hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ' ESS�c�� , V2 null and void, and will result in the insta(ler/contractor assuming responsibility for the design and R301.1.1 ALTERNATE PROVISIONS performance of the entire system, AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) ® IEHbDESIGN•ASSOCIATFS, ue 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) �V EM/l// 1 mo °mom mo mo -- ,rW ----� --- --- / . 1/ t r <�_] 3 15'-8Y" / ® / Y8' s 3/' 2'-7/aa"�2'-7/s"�3'-43-4 -4Y"�4'-4Y'�3'-43'-4" �}--3'-1Y�3'-1Y fi3'-�� 2 - - - - - - - - - - - - - - - - - - - - - I _ _ - - - - KEHL DESIGN ASSOCIATES uc d 10 ACQ Glyd r x10 ACQ Girder 2x10 ACQ Girder x10 ACQ Girder 2x10 ACQ Girder o 2x6 ACQ Boz Beam 2x6 ACO Box Beam m 10 ACQ Cir er x10 ACQ Gird r 2x10 ACG Girder x10 ACQ Girder 2x10 All G residential & commercial design • consulting 0 M 4x4 ACQ Post on 4x4 ACQ Post on 4x4 ACQ Post on 18"x 36" Conc. Filled 4x4 ACQ Post on 18% 36" Conc. Filled PO.Box 1675 Phone: (631)433-9084 F -r 1 T- 18% 36" Conc, Filled Sona Tube. (Min S-0" 18"x 36" Conc. Filled Sona Tube. (Min 3'-0" E EXISTING HOUSE EXISTING RAISED Southold,New York 11911 E-Mail: ssbn654@o fonline.nel I I I Sona Tube. (Min 3'-0° Below final Grade) Sona Tube. (Min 3'-0" Below Final Grade) I I m p Below Final Grade) Below Final Grade) o o Approved Handrail o (2)7" Galy. Carriage Bolts (2)7" Goly. Carriage Bolts N I DECK ON PATIO o o pp M I v Kehl Design Associates,LLC a formerly D A K Associates,LLC (2)Z" Galy. Carriage Bolts (2)2" Galy. Carriage Bolts Q 4x4 ACO Post on 4x4 ACQ Past on I ILI n I I 4x4 ACQ Post on 8"x 36" Conc. Filled 8"x 36" Conc. Filled OWNERSHIP & USE OF DOCUMENTS: L -1tI__ J- -{ Sona Tube. (Min S-0" Sona Tube. (Min S-0" E 8"x 36" Conc. Filled EXISTING DECK EXISTING DECK � House 2x8 ACQ Beam These drawings and specifications including the Sona Tube. (Min 3'-0" Below Final Grade) Below final Grade) La Bolted 24"oc. s" 9 4 x6" Azek or Equal ideas, design and arrangements represented Below Final Grade) (2)Z" Galy. Carriage Bolts (2)Z" Goly. Carriage Bolts (Provide Flashing) therein, are the property of KEHL DESIGN O2 z' Golv. Carriage Bolts 2x8 ACQ Floor Joist 16"oc, ASSOCIATES, LLC. No part thereof shall be 9 - - 2x6 AC Boz Beam 2x6 AC Box Beam Simpson Stronghold Bolts (2)2x10 ACQ Girder Hurricane Tydown copied, disclosed to others or used in connection -- - - _--- - - - - - - - - - Staggered @ 16"oc. (2)2" Goly. Carriage Bolts-- with any work or project other than for which EXISTING HOUSE (Exterior Grade) 4X4 Post Anchor they have been prepared without written consent. EXISTING HOUSE EXISTING HOUSEJGrade oist Hanger e"x18" Anchor Bolts EXISTING HOUSE 18" Sana Tube on an o REV: NOVEMBER 9, 2019 Bottom of Sona Tube FOUNDATION P Min, S Below Final Grade SCALE: 1/4"=1'-0" 1 6-� NOT FOR CONSTRUCTION CROSS SECTIONUSE UNLESS CERTIFIED BY SCALE: 1/4"= 1'-0" PROFESSIONAL ENGINEER 0'-93/" 15'-8y" Hurricane Tydown Hurricane Tydown Hurricane Tydown Hurricane Tydown Hurricane Tydown Hurricane Tydown Hurricane Tydown WORK NOTES: I 0 F —7 — — T EXISTING HOUSE Approved Handrail EXISTING DECK I I EXISTING DECK I I c EXISTING D K N .o •�' .o I I Q � � o c3 I I � � � �; House 2x8 ACQ Beam a. Q Q Q tV Q N Q QQ Q Q Q Q Q L —1— L c2 C2 c2 - 12 - J 1_QLag Bolted i4x6 " " Azek or Equal N N N O N Q N N N N N N N N (Provide Flashing) g) 2x8 ACQ Floor Joist 16"oc. — I Simpson Stronghold Balis 2 2x1D ACQ Girder Hurricane Tydown Jai Log Bolted to Fireplace Base Joist Staggered @ 16"oc. i" ( ) �� Han r Fireplace anger (Exterior Grade) (2)� Gaiv. Carriage Bolts 4X4 Post Anchor Grade —- - - - - Joist Hanger g"x18" Anchor Bolts Joist Hanger Joist Hanger ZJoist Hanger Joist Hanger Joist Hanger ano Simpson Stronghold Bolts Simpson Stronghold Bolts Simpson Stronghold Bolts Simpson Stronghold Bolls Simpson Stronghold Balis 8' Sona Tube on Staggered @ 16"oc. Staggered @ 16"oc. Staggered @ 16"oc Staggered @ 16"oc. Staggered @ 16"oc. EXISTING HOUSE Bottom e Sona Tube Ll (Exterior Grade) (Exterior Grade) (Exterior Grade) (Exterior Grade) (Exterior Grade) EXISTING HOUSE Min. 3'-0" Below Final Grade EXISTING HOUSE EXISTING HOUSE STRUCTURAL FLOOR PLAN- SCALE: B� 1/4"=1'-0" CROSS SECTION SCALE: 1/4"= 1'-0" 01 PKOJECT: LAZIO E X I Emki TI HE G C K 450 BAY HAVEN LANE 56'-64" SOUTHOLD, NY 11971 40'-9Y4" 15'-8y" EXISTING HOUSE 1 STEP DOWN TO GRADE 4"x6" Azek or Equal \ 2x6 ACQ Floor Joist i6 ac. DRAWING TITLE: Grade Brick Patio on Grade PLANS -x6 Azek or E ual x6 Azek or Equal W CROSS SECTION 1%6" Azekor Equal -x6 Azek or E ual AS EXISTING DECK EXISTING DECK EXISTING DECK o ( c� \.J UP UP x Azek or Equal NOTED 0o SCALE: 1/4"= 1'-0" a w "4" Azek or E uol z6 Azek or Equal x6 Azek or E ual Fireplace NOT ES: 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 SOLELY RESPONSIBLE FOR FIELD FIT, THE DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMISSIONS DUE TO UNKNOWN OR EXISTING HOUSE EXISTING HOUSE EXISTING HOUSE UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: DEC PLAN Acceptance of these drawings does not authorize the right to build without the authorization © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE MARCH 09, 2021 of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT PROJECT NO: Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 1092-2021 SCALE: 1/4"=1'-0" agencies prior to construction. KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ,�(�• �� _, DRAWN BY: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. S1� J• -CGS , = `i, BDK �Qb, ,L CHECKED BY: ... e at • R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE A e r A �_ „�'. � • • SHEET NUMBER: R301.1 APPLICATIDN BUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, N8- LOADS AND SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF THE BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE SHALL RESULT IN A SYSTEM THAT PROM COMPLETE LOAD DATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES J'F 165 ; ' Al O 3 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. R301.1.1 ALTERNATE PROVISIONS ® S5 ��� AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS DOB NUMBER: OF USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ® KMDERON"ASSOQA1 ui: 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-5230) 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)