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46106-Z
SUFF04Town of Southold 3/13/2022 a P.O.Box 1179 N z 53095 Main Rd oy� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42915 Date: 3/13/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1980 Bridge Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 85.-2-27 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/31/2021 pursuant to which Building Permit No. 46106 dated 4/20/2021 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: dormer additions to existing single-family dwelling as applied for. The certificate is issued to Bennardo, Salvatore&Bennardo,Darlene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46106 1 /2021 PLUMBERS CERTIFICATION DATED tho 'ze ignature o�SUFFnt,r�o TOWN OF SOUTHOLD BUILDING DEPARTMENT y - TOWN CLERK'S OFFICE "� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 46106 Date: 4/20/2021 Permission is hereby granted to: Bennardo, Salvatore 1980 Bridge Ln PO BOX 487 Cutchogue, NY 11935 To: construct dormer additions to existing single-family dwelling as applied for. At premises located at: 1980 Bridge Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 85.-2-27 Pursuant to application dated 3/31/2021 and approved by the Building Inspector. To expire on 10/20/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $219.20 CO-ADDITION TO DWELLING $50.00 Total: $269.20 Building Inspector pv SO(/ry®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 R BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Salvatore Bennardo Address: 1980 Bridge Ln city,Cutchogue st: NY zip: 11935 Building Permit* 46106 Section: 85 Block: 2 Lot: 27 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All About You Electric License No: 44944ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Roof X Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment: Notes: 2 HH's in Two Upstairs Bedrooms and Two Soffit Lights Inspector Signature: ate: November 4, 2021 S.Devlin-Cert Electrical Compliance Form of so # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ourm ' 765-1802 s INSPECTION [ ] FOUNDATION 1 ST [ ],,,PCUGH PLBG. [ ] F UNDATION 2ND; INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Wa ( p 62nk d : _1�\WWA/v DATE IOt I�o� INSPECTOR �o�aOE 50UlyOlo * TOWN OF SOUTHOLD BUILDIN� DEPT. °`ycournv e�'' 765-1802 NISPECTION [ : ] FOUNDATION 1ST [ ], ROUGH PLBG. [ ] FOUNDATION 2ND` [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) E [ ] CODE VIOLATION [ ] PRE C/O REMARKS.: DATE .INSPECTOR 1 1/n l # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 5M/ Co 40 ploeltww, o V-v DATE I INSPECTOR .�`« � � � \\ ��2� ( . °��� ���2 � . 2 ( � � � . w �» . . �. - � � \ �� � . \ \� � � �}\ - \ 2'/ ' � iz......a--.;. .._W.�......... .... ..., zzc� � - �dw �. '� .'� i r ' i. FIELD:INSPECTION REPORT DATE GOi IM. NTS z 4-1Q FOUNDATION(1ST) -----------------------------. ----- :K, FOUNDATION(2N)?) � O .. U ROUGH FRAMING:& y 94 PLUMBING: INSULATION.PER N.Y. ® y STATE ENERGY CODE RL FINAL, AD-D ONAL C.QNII NTS' . gi. l sO-rn . Fo I�;t TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.soutlioldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT v For Office Use Only PERMIT NO. Building inspector: V MAR 3 1 2021 A Applications ons andforms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: O3-30— z.®21 OWNER(S)OF PROPERTY: Name: L 0- Project Address: c -T Phone#: Email: 6;16 — )-- Mailing Address: CU -.Oq IJE CONTACT PERSON:' Name: Mailing Address: -Tprs m i,t, Phone#: a : Z,T F�TilT N DESIGN PROFESSIONAL INFORMATION: Name:m : _-LLQ.,.__ _ Mailing Address: T13 Phone#: CEJ E mai I- CONTRACTOR'INFORMATION- Name: _71, Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION EINewStructure 0'Addition ,(Alteration EIRepair ElDemolition Estimated Cost of Project: , K WOther Q�—mosr—s c>� r—P—tw,17 OF Hovsc $ Will the lot be re-graded? ElYes KNo Will excess fill be removed from premises? E]Yes ANo - 'PROPERTY INFORMATION Existing use of property: AL_ Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to iGl {�� this property? ❑Yes KNo IF YES, PROVIDE A COPY X[Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,,for the construction of buildings, additions,alterations orfor removal ordemolition 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(s)for necessary inspections.False statements made herein are - punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): �I ®, �} [Authorized Agent ❑Owner --.--.__..-.___ Signature of Applicant: Date: 3-- ® - 2® Z w STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York COUNTY OF �,ac.lL ) No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 OAy Rpit7r 1444%t(-L- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the A'4 d-N1 (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 true to the best of his/her'knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before methis ac-6– ay of # 1 lUV ldi 201& _ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) YOU I� residing at do hereby authorize I?(Lj�,-�j- Ka NL_ to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Apolieation AUTHORMATION (Where the Applicant is not the Owner) residing at t9�0 €?ati, }z. ! •JtG Print. roe p p rty owner's name) (Mailing Address) do hereby authorize _!RL �i l. (Agent), to apply on my behalf to the Southold Building Department. X021 (Owner's Signature) (Date) Salvatore Bennardo {Print Owner's Name) - z BUILDING DEPARTMENT- Electrical Inspector yam► TOWN OF SOUTHOLD o =` Town Hall Annex - 54375 Main Road - PO Box 1179 oy ® Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov - seanda—southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6 2 7 Z/ Company Name: // a Z6 &4 Cor Electrician's Name: _e- 6 ;h License No.: Vel- 9 ye/ —Nc? Elec. email: //�/ o� e��� e', o ( Coll Elec. Phone No: 61 fez-- 6/3 yF ❑I request an email copy of Certificate o"f Compliance Elec. Address.: 6 y JOB SITE INFORMATION (All Information Required) Name: v,:,`�-v ire- 13 e,,,� aL Address: / 9 a r,' L /� G C �c•�a �s Cross Street: ��; ;, A.- ee Phone No.: Bldg.Permit 6 email: COb?MC-Ae•-r-r- ,'A C,4 en's•6 Tax Map District: 1000 Section: Block: P�- Lot: Z 177� 71 c,h, BRIEF DESCRIPTIO/NN OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): r'a o � Square Footage: Circle All That Apply: Is job ready for inspection?: [DYES ❑ NO ❑Rough In LJ Final Do you need a Temp Certificate?: ❑ YES �NO Issued On Temp Information: (All information required) Service Size 1-11 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 H Frame D Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION IL -Ate 7 iW._L I A�yMP VP r ft i p OF -f-HE what 9uPPLY AMM S4WAq&'Pt SYSMAS FOR: 14167 tP 114TY cop*lu" To Ti 'STAR Si re.V E Y D StfffoLic CM- DE".OF LOT 8NDik SU QV oWr. 141WE op 44 -SURVICEIS FOR A A61WOUME ccmi ltw"x�m OHL DA719: ICOW-A lFt!q.REF.hM., T9,0100" P.47, IT 1:7 Igloo- A-i P. .*• k J ^' J WAll UAA M- -04 IT, w"h#Ew wo WIND NOTIL mm'cx- , ?: PqLelD 41. VT MAP 4 - oa APPROVED AS NOTED DATE: B.P. FEE: BY: NOTIFY BUILDING DEPARTMEN 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 - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF s:srn ITHrn n TOWN PLANNING BOARD nUj4QQTGWTRUSTEES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY i i .,..�. r r�r,/;%i-/i;:•__ :res GENERAL NOTES: NOTES: / SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CC , NT RACTO R N 0 T E SGeneral Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF //� lvl�._______'____ 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: VV�� DESIGN ASSOCIA - TES LLC 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 IN A 111.; 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 a 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 phone: 1631]433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSUR4NCE 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. 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 11911 E-Mail: ssbn654@opfon1ine,nef 3 5. Erect and brace trusses in accordance to truss plate institute recommendations. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. MINOR DETAILS NOT USUALLY SHOWN OP, SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK Kehl Design Associates,LLC oformeilyDAKAssociates,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. h1-77 ���/�i�>:: 277JJ 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 grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP 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. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMASE OR INJURIES CAUSED BY therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be 3. DUST CONTROL: copied, disclosed to others or used in connection OR DURING THE EXECUTION OF THE WORK. 8. Design values: with any work or project other than for which 6. a. Framing Lumber: DF (north) No. 2 or better A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINf.D TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7• Fb - 825 PSI PLUMBING WORK SHALL_ BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH 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 71 :E BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8• a. Laminated Veneer Lumber (LVL): ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 9 Fv = 285 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF TH' WORK INDICATED ON THE Fb = 2600 PSI DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKIW, HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. KEHL DESIGN ASSOCIATES, LLC. NOTE 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 CR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTD PARTIES TO WORK OTHER THAN REGULAR HOURS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE WEIGHT 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, 'VATER, 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 ASSOCIATES 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 EMPLOYEES 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 Thi_ 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 ICE SHIELD ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION NOT FOR SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTI,�L CODE OF NEW YORK STATE. CONSTRUCTION LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 3'-p" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C R301.2.1.2 PROTECTION OF OPENINGS. USE UNLESS 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 PEQUIREMENTS 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 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 CERTIFIED BY A (IN POUNDS 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 PROFESSIONAL DESIGN CRITERIA EXCEPTION: FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. OCCUPANCY OR USE LIVE ( ) ( m ) ENGINEER PRESCRIPTIVE DESIGN 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %s INCH 11mm AND A SPAN OF NOT MORE THAN 8 FEET 2438m 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 s UNINHABITABLE ATTICS WITHOUT STORAGE b 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. USES(s) AND OCCUPANCY CLASSIFICATION (s) 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 UNINHABITABLE ATTICS WITH LIMITS STORAGE 20 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO Hr. A CAPACITY USE OCCUPANCY CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT ��-,_ , �k IN ACCORDANCE WITH TABLE R301.2.1.2 1S 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 �.ACH CASE. RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERV`_D WITH FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V., IS 180 MPH (290kps) OR LESS: - TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD NAILING NOTES: TYPE OF CONSTRUCTION (CHAPTER 6) BALCONIES (EXTERIOR) AND DECKS (e) 40 STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE= OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. TYPE GROUP FIRE ESCAPES 40 FASTENER SPACING (INCHES) R301 DESIGN CRITERIA V B GUARDS AND HANDRAILS 200h FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL < 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 Soh INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOA[,S, 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 a 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 No. 10 WOOD SCREW- CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH FHE REQUIREMENTS OF THIS SECTION. PROJECT: 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 OFUNLIMITED AREA SLEEPING ROOMS 30 R301.1.1 ALTERNATE PROVISIONS THE HIGHEST ROOF SURFACE Y4 INCH DIAMETER LAGSCREW- AS AN ALTERNATIVE TO THE REQUIREMENTS IN SECTION R301.1 THE FOLLOWN G STANDARDS ARE PERMITTED SUBJECT TO THE 3 STORY BASED ANCHOR WITH 2 16 16 16MR-W Ll 0 =19'-4" AS PER CHAPTER 5 OF THE AS PER TABLE 506.2 c INCH EMBEDMENT LENGTH LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN -IS USED IN CONJUNCTION WITH BENNALIX 2020 BUILDING CODE OF NEW YORK STAIRS 40THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. STATE. IRESIDENCE FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s 1. AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) FOR SI: a. This table is based on 180 mph ultimate design wind speeds V„it and a 45-foot mean roof height. 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOL FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) 1980 TOTAL HEIGHT FROM RIDGE TO GRADE 26'-84" b. Fasteners shall be installed at opposing ends of the wood structural panel. a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD Fasteners shall be located o minimum of 1 inch from the edge of the panel. � APPLIED OVER A 20-SQUARE--INCH AREA. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ',,CC400) BRIDGE LANE 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 LUMBER SPECIES AND GRADE 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. - CUTCHOGUE NY 11935 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 l.S SET FORTH IN CHAPTER 4, ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - 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 +JEW YORK STATE SCTM: 1# TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER •- 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 CONSE'JATION CONSTRUCTION CODE OF NEW YORK PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2.20 RESIDENTIAL CODES WHICHEVER PRODUCES THE GREATEST STRESSES. OF NEW YORK STATE. GENERAL NOTES d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION 8402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVA11ON CODE OF NEW YORK 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 APER 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 os "Mandatory" FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section Roos CONSERVATION CONSTRUCTION CODE OF NEW YORK STAT;_ (2020 ECCCNYS), BASED NEW BASEMENT NA Scope of Work to be Performed: 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY C0`'ISERVATION CODE AND NOTES: EX. BASEMENT NA TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. ("TABLE R402.1.2 a THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. FIRST FLOOR NA 1 ) Provide Two DO House r INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT ASHRAE 90.1-2016 DESIGN PRDFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Dog g. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN NEW FIRST FLOOR NA Dormers on the West Side THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FT?lESTAATKMI SKYLu3Frrb GLAZED cam WOOD MASS FLOOR BASEMENTc SLABd 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-FACTORb U-FACTOR FENESTRATOn RNALUE FRAME WALL WALL . FINALUE WALL RNALUE SPACE° FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE NEW SECOND FLOOR 40 sq. ft. of the Main Roof ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN SHDCb,e XVALLIE R-vALUE1 R•YALLIE &DEPTH RN&UE 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 4EXCEPTUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT LOFT NA 2) Provide Reverse Gable THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 20 OR13+5`' 8/13 19 10/13 10,2ft 10/13 TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. ATTIC (HOUSE)(c) NA Roof Line Over the Front BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: I I I I I I I I ICODE OF NEW YORK SEAL: DATE: Entrance Stairs Centered For SI: = 1 foot = 304.8 mm 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 insulation is installed in a cavity which is less MARCH 25, 2021 cn Covered Porch Posts. 9 PROJECT No: GARAGE NA BY 30 INCHES IN LENGTH THAI 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 �^ ATTIC (GARAGE)(a) NA NOT LESS THAN 30 INCHES R-value specified in the table. COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. BONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �'�� �Cr "+ti 1098-2021 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN ti -` '► '" C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the C� J. CCj I"' r +, DRAWN BY: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. UNDER FEDERAL COPYRIGHT LAW. interior of the basement wall. �1t� .�• d\ BDK suNRooM NA PLANS MAY NOT BE REPRODUCED WITHOUT 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD `� �� NEW DECK NA "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the WRITTEN AUTHORIZATION. �'.;., ':? CHECKED BY: MEMBER DEPTH. interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the COVERED PORCHES NAbasement wall plus R-5 continuous insulation on the interior or exterior of the home. "10/13" means R-10 continuous ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 'ds tae SHEET NUMBER: THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE COVERED ENTRANCE NA DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS 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. -..= 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 addition to the required slab edge insulation THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �� ,` 051 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 . •/ r ��r +'' SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE PROOF OF PURCHASE. ,Ur�SS1Cr�1x m- " G1 CONCENTRATED LOADS APPLIED TO THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved 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 ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. the authorization Of local governing agencies, such as Suffolk Count Dept. DOB NUMBER: OF (a) WITHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. g 9 g Y P (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-volue applies when more than half the construction. 0 '1 EHbDESIGN-ASSOMTES,IiC insulation is on the interior of the mass wall. SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF MTS20 L_ TS20 G10KT ON v% DOUG-l-K LARUi / SO. PINE UPLIFT 2 TWO 8d NAILS THIS PROVIDE (1) HA ALLOWABLE LOADS LOAD SIDE OF TRUSS. � LATERAL - - \ --- FASTENERS E1�_L3 j MODEL GA UPLIFT UPLIFT WITHTOTAL FOUR'" CODE 8d NAILS ° ; (133/160) Sdx1Z SIDE OF CEILING JOIST :�/ • AND ON SIDE OF RAFTER NO. TO AVG NAILS REF. INTO TRUSS RAFTERS/ TO TO ULT NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TRUSS PLATES STUDS (133) (160) F F2 (133& - - STU CONNECTORS MANUAL FOR ALL FOOT NOTES AND SIMPSON PROPER INSTALLATION PROCEDURES =S.= TAKE-UP WASHER KEHL DESIGN ASSOCIA'T'ES' LLC H7 16 4-8d 2-8ci 8-8d 2991 930 985 400 5, 44 - residential & commercial design o consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° DIMENSIONS ASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° o ARTg"x12 n (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o / ° e P0,Box 1675 phone: (631 433-9084 Southold,New York 11971 E-Moil: ssbn654@opfonline,net MODEL GA AVG y INTO NO. MAX. LEAK ULT. LFTA LFTA REF. PLATES °®° °' ° WIDTHSPAN L QTY DIA 1�" 2" 2�" 3" 3}" 1�" 2" 2 " 3„ 3}" ° EIGHT IN NAIL S P 4 Kehl Design Associates,LLC o formerly D A K Associates,LLC LFTA 16 2j" 17" 16-10d — 4200 1205 1400 5, 44, 85 STUD %/7 DOUG-FIR LARCH / SO. PINE OWNERSHIP & USL OF DOCUMENTS: FASTENERS ALLOWABLE UPLIFT LOADS 3 MODEL L AVG 10d 10d x 1>;" CODE ° These drawings and specifications including the N0. ULT. REF. LFTA °° ideas, design and arrangements represented 10d 10d x 14" (133 / 160) (133) (160) L_ S T A 21 °° property therein, are theof KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be Simpson Strong-Tie copied, disclosed to others or used in connection • ° HGA10 with any work or project other than for which MTS16 18 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 , o they MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 °° DETAIL "K" y have been prepared without written consent. ° LST20 20 12-10d 12-10d x 12"' 2383 775 720 720 3, 41 CNW- COUPLER NUT DETAIL "E" STU og'- DOUG-FIR-LARCH Equal number of °° �SIMPSON TYPE OF DIRECTION SO. PINE CODE o MODEL TYPECONNO- DI LOAD ALLOWABLE LOADS REF. p TAKE-UP WASHER s ecified nails in TION FLOOR ROOF (133/ each e n d N0. (100) (125) 160 Simpson Strong-Tie G 515 645 670 CS16 ART8"x12 LTP4 5 J 515 645 670 6, 39, 97 H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S',7.1(DF/SP) (133) HOLDOWN HOEDOWN ARTJ"x12 DEFLECTION DEFLECTION CODE MODEL STUD AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. AT HIGHEST MACHINE IN VERTICAL WOOD MEMBER ALLOWABLE NO. BASE BODY 4 ANCHOR BOLTS ULT. ALLOWABLE HB SB W H B SO CL DIAS e DESIGN LOAD DESIGN D� GA GA QTY DIA 1j" 2" 21" 3THE ILL PLATE " 3}" 5z' LOAD WHEN RAISED OFF ° 0 0 0 HD2A 16 12 4A"' 21" 2J" 8" 21$" 1" 11�" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NO. W L STUD L ULT.AVG DF / SP CODE (133)2 (160) REF. SP4 3A" 7}" -10d x 1 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE 0 GAFLOOR REF. °o WORK NOTES: NO. W L NAILS 1O (133) (160) LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 cc MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA W L NAILS FLOOR (133) (160) REF. 5. 100Simpson Strong-Tie STU MSTA24 181 t" 24 18-10d 1025 1370 1640 7, 40, 90 8 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 N0. (LENGTH END GA CUT LENGTH (TOTAL) t s SPACING REF. HD2A SIMPSON TAKE-UP WASHER NOT FOR L (1 00) (133 / 160) °c. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie 28-8d 1235 1650 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 CS16 150' 14" 16 CLEAR SPAN +3t" T1 7, 40, 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS ON -FIR AR H PIN ALLOWABLE A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE 11 11 N0. GA w H 8 10d 16d JOISTS A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL F ULT. (133) (160) 10d 16d tOd 16d 10d AL 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 31 " 4J" 2 — 4-16d 4-16d 5076 1140 1160 1-11000 — 1150 1250 7, 40, 12711 11 CN W— CERTIFIED BY A HUS210-2 14 3A" g1 " 2 DETAIL I COUPLER NUT 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 ARTJ'x12 „_ PROFESSIONAL DOUG-FIR AR H PIN ALLOWABLE A STU 5 8 MODEL FASTENERS UPLIFT UPLIFT 33/1160) RODE SIMPSON ENGINEER NO. CA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 HGAIOKT 14 4-SDS4"x12" 4-SDSJ"x3" 1 1523 435 1 435 1165—4 940 160 USE A MINIMUM OF S P 4 + TWO 8d NAILS THIS SIDE OF TRUSS. CNW- TOTAL FOUR /. • m o bSE A MINIMUM OF COUPLER NUT S P 4 8d NAILS INTO TRUSS SIDE OdNAILS F TRUSS.THIS MTS16 STU g'- TA21 PROJECT: MTS16 SIMPSON LS SIMPSON ANCHOR BOLTS TOTAL FOUR /• O HD2A TAKE-UP WASHER I 1 Strong-Tie INTO TRUSS L S T A 2 1 HUS 2 1 0-2Lin B E R Dow"E S Ie VAMP 6WO FI AIL °o ; TO I 1980 EIGHT °®° TWO ° o 8d NAIL INTO ed NAIL INTO DETAIL "A" ' STUD Simpson Strong-Tie PLATES °mo I' BRIDGE LANE CUTCHOGUE, NY, 11935 H7 EIGHT / IN NAIL ® DETAIL 1 11 DETAIL "G" DETAIL "J" STUD Simpson Strong-Tie EFTA H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" LFTA DRAWING TITLE: Ridge Strapping DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS LSTA30 BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 SIMPSON WINDLOAD -0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. V CHARTS & CALCULATIONS 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. / STRONG-TIE DETAILS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. ROOF AREA = 0 sq/ft / ROOF DRAINAGE I' I � CALCULATIONS AND LTP4 = A x R x c PLUMBING RISER DIAGRAM I A = 0 sq/ft LTP4 R = 2" RAINFALL = .17 ft ,J LTP4 C _ COEFF. = 1,0 NOTES: DETAIL, ttc11 V - O X 1 X .166667 = O C.F. 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 O / 4225 VERTICAL FT / FT = O V.F. ONDI TO PROSECUTED AND D MENSIONS AND B THE FULLEST EXTENT OF ESOLE RESPONSIBLE ORFIELD FTTHE HLAW.RESOLOR SHALL VERIFY LTP4 DETAIL "B" Floor-to-Floor Connections Ridge Strapping . . . . FIELDDESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR LTP4 Detail USE (0) 8' FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT S DIA. POOL O -O DEEP = O V.F. Simpson Strong-Tie OR FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. Floor-to-Floor Connections 0 / 22.3 VERTICAL FT. / FT = 0 V.F. SEAL: DATE: ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY USE (0) 6' DIA. POOL 6' DEEP = 0 V. MARCH 2021 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PROJECT N0:: POOLS TO BE PLACED ON OPPOSITE SIDE OF ts "` 1098-2021 try ��.°. ,* DRAWN BY: NO SUBSTITUTIONS HOUSE AND/OR LEADERS TO BE PIPED TO ; �__QN�. C � BDK All framing hardware shown on these plans, POOLS (1/2 OF THE ROOF TO DRAIN TO EACH !��' �°- fid' CHECKED BY: unless otherwise indicated, Is Simpson Strong-Tie, R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE No substitutions are approved or authorized POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC ,3 �- - - c- 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, WIND SYSTEM AND MIN, OF 10 FEET FROM FOUNDATION . e, i. k LAA SHEET NUMBER: Due to the relationships of framing hardware t0 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 PROVIDES A ) 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 `J� �' 4 ! hardware substitutions will render these plans CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA �r�® � G2 null and void, and will result in the installer/contractor WHERE TRAFFIC IS TO BE PRESENT. � �SIQt �`.: 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. IF A MULTIPLE POOL SYSTEM IS USED AROUND THE 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) HOUSE THEN EQUAL PROPORTIONS OF THE ROOF SHALL 2) AISI STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISI-S230) BE DIVERTED TO EACH POOL. ® KE51I)ESIGN.ASSOCIA7'ES, ur 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) .. /�%�,%/ �% i r n - ------ KEHL KEHL DESIGN ASSOCIATES �c Bathroomresidential & commercial design • consulting ' Ridge en P0,Box 1615 hone: (631)433-9084 Hurricane Strapping p 14"x 7;" LVL Ridge Southold,New York 11971 E-Mail: ssbn654@optonline,net 2x6 Rafters — 16"oc. 12 M g' CDX Roof Sheathing Ice and Water Sheild 12� Kehl Design Associates,LLC o formerly D A K Associates,LLC GAF Architectual Roof Shingles Hurricane Strapping OWNEkSHIP & USE 01- DOCUMENTS: Baffles for ventilation R-19 Insulation These drawings and specifications including the R-30 Insulation lin ideas, design and arrangements represented (2)14"z 52" LVL Hdr. therein, are the property of KEHL DESIGN ASSOCIATES, ILLC. No part thereof shall be 1x6 Azek Fascia's - copied, disclosed to others or used in connection 12" Beaded Azek Vented Soffits FT with any work or project other than for which R-21 Insulation they have been prepared without written consent. " Exterior Sheathing Rofters under dormer to Croce House Wrap or Equal be Doubled and packed out Match Existing Siding to provide support under roof sheathing at intersection Bedroom Bedroom Rafters under dormer to REV: (2)14"x 9Z' LVL Bm, of roof and dormer. be Doubled and packed out 12-27-19 to provide support under roof sheathing at intersection of roof and dormer. 3Y" i° CROSS S rA 14'-5Y4" 5-1" 2'-0' - -3" 5 1. -234. ,, SCALE: 1/4"= 1'-0" 10Foyer SY" '-1" � 5Y" 5r2-' open A . (2)14"z 5Z" LVL dr. A to below A (2)14"x 52" LV_ dr . q T_ 3'-0 4'-9 Location of TDoor Below N WORK NOTES: 17'-334" 11'-2Y' 12'-5Y' 3 r12 3 r 12 4'-1Y" 12 12 �� -1S„ Ridge Vent I 12 ��� 12 12 r o ,12 NOT FO R 3„ r I 12F_ 2x6 rafters 3 12 3 14 x 74 LVL Ridge " 2x6 ratters Hurricane Strapping 16 oc. a 16" oc. F1 CONSTRUCTION OXRoofters - 1g"oc• i - - - - _ _ _ _ _ _ - - - - _ _ - - - - - - - — � _ _ _ _ _ _ _ _ _ _ _ - - - - - - USE UNLESS CDX Roof Sheathing � — Ice and Water Sheild - Line of Overhang Line of Overhang Line o verhong Line of Overhang GAF Architectual Roof Shingles �" — — — — — — 2x6 Ceiling Joists - 16"oc• 2x8 Rafter Plate ill-C, L CERTIFIED BY A Hurricane Strapping PROFESSIONAL ENGINEER Existing2x8 CeilingJoists is" oc. Dormers to be Centered on Entrance Roof System L Dormers to be Centered on Entrance Roof System B 2x6 Top Plate 4�'" j—�" (2)14"x 52"' LVL Hdr. Joist Hanger 10'—g" Ridge Vent 1x6 Azek Fascia's (2)14"x 74" LVL Hdr. l4"x 74" LVL Ridge 12" Beaded Azek Vented Soffits 11'-94' 11'-9%" L Hurricane Strappinge" Exterior Sheathing Rafters under dormer to be Doubled and pocked out to 2x6 Rafters — 16"oc. Grace House Wrap or Equal "provide support under roof sheathing at intersection " CDX Roof Sheathing Match Existing Siding of roof and dormer. SECOND F PLAN Ice and Water Sheild -7y" 13'-v" 3'-2Y" - GAF Architectual Roof Shingles 12 (2)14"x 9z" LVL Bm. Grace House Wrap or Equal 12 3 12 �" - " Match Existing Siding t\ets Scale:d - -� 2x4 Flyrafter Framing Ey s\m RpO�Ra PROJECT: 1x6 Azek Rakes Existing 200 Ceiling Joists 16" oc. 12" Beaded Azek Vented Soffits ft B E um A ME mom U B 0 Ko"" E0 S'k 1 1".0)h E N C E 11 1980 BRIDGE LANE CUTCHOGUE NY 11935 1T-64' f Great Room Foyer Master Bedroom open DRAWING II1LE; 5 _ E above o o � o � 0 0 PLANS S-0";5'-0" Covered 3'-°",5.-0" Covered 1068 — 3CG8 — 1068 3'-°"'S'-°° Covered 3'-0 -5-0" AS NOTED Porch Porch Porch -0" 12'-D" 11'-6" o-6" ii-0" -3" -3' '-3" '-3" -3" 3" 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 CROSS SB FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FlELD FIT THE DESIGN PROFESSIONAL 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. 101 SEAL: DATE: FIRST FLOOR PLAN MARCH : 2021 � B PROJECT N0: Scale:4� _ ��-0° 1 1 �-, ,�� 1098-2021 DRAWN BY: BDK a� y� � t4�51 CHECKED BY: 1r+.,.Yr fpr, ti R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE � © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE415HEE1 NUMBER: 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, WIND :'9� > 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 PROVIDES A PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT 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 WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �'� w" A1 01 PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �- R301.1.1 ALTERNATE PROVISIONS " ! 3���1 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 USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: OF 1) AWC WOOD FRAMED CONSTRUCTION MANUAL (WFCM) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building 2) AISI STANDARD FOR COLD—FORMED STEEL FRAMING — PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISI—S23Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such 0) MDE9(;NA3S0© Mux 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. Scop of Work to be Performed : „ � K - - - 1 Provide Two Do House Dormers on the West Side of the Main Roof KEHLDESIGN ASSOCIATES residential & commercial design o consulting ' 2 ) Provide Reverse Gabe Roof Line Over the Front Entrance Stairs P0.Box 1675 phone: (631)433-9084 Centered on Covered Porch Posts . Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC o formerly D A K Associates,LLC Ldi UWNERSHIP & USE OF DOCUMENTS: LU -LJLL J _J IH 1111 111 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 they have been prepared without written consent. REV: 12-27-19 d- �J�LLLII lI I II LI III IIIIII IIIIII III II�I a II�I II I�II III ll II II II I I I_I �I I II ll_I� u u II I�I II lul II ISI I lul I lul II I II�iI til Ll l l l l l l l l l l l l l l l LI 111 11 U ��I 1111UllLLLtLL1LL1 LI LL -LILL Ll IIIIII III I I_I L IIIIII �I I I LTJ LI LLJ1 I I_1 11 11 11 II IIIIII �L I _LLLL1J]L1L1J Lld ' LLM11LILIA LLLJ�J LLLI.IJ�IJJ�J LL1J III IJ I I II IIII IIIIIWORK NOTES: IIII J II IIIIII IIII I� IUB �I II LI II IIIIII_ JI III IIIIII LI_l ��- I I II 11 11 11 IIIIII 11 11 11 IIIII U I 11 IIIIII j I i I III �L�JIIJ.JJ I NORTH ELEVATION IIII_II II ISI III I I II I I I II1Wll1 L-Ll ��I I II I�I I X11 II IIII _LL II II IJ ROT FOR SCALE. 1/4"_ 1-0„ CONSTRUCT dLLLLLLL1ION uiiul 3'-0"X4'-9' - 3'-0"X 4'-9° J LLLLiAI I�I II �I Ial- USE IUSE UNLESS CERTIFIED BY A PROFESSIONAL ENGINEER - D :0 ';5'-0' 3'-CX5'-'0' 3'-0"X5'-0T 11 ' I PROJECT: F B E INNI ONE A IR I N[Nift 0 WEST ELEVATION- 1980 SCALE: 1/4"= 1r-0" BRIDGE LANE CUTCHOGUE, NY, 11935 DRAWING TITLE: ELEVATIONS AS NOTED 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 © COPYRIGHT 2021 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE WRITTEN AUTHORIZATION, ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. SEAL: DATE: MARCH 25, 2021 Acceptance of these drawings does not authorize the right to build without the authorization PROJECT NO: of local governing agencies, such as Suffolk Count Dept. of Health Services, Town Building Y P 9 1098-2021 Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such c`e� 1, 7", "'f,= DRAWN BY: agencies prior to construction, r r4 ,;: '° I BDK ECKED BY: R301 DESIGN CRITERIA AS PER THE 2020 RESIDENTIAL CODES OF NEW YORK STATE SHEET NUMBER: R301.1 APPLICATION EUILDINGS AND STRUCTURES, AND PARTS THEREOF SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, V LOADS AND SEISMIC LGADS 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 PROVIDESSO TH LEATION 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 CONSTRUCTED AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION. � d� $ TC��"'. Al O2 SCALE: 1/4"= 1'-0" R301.1.1 ALTERNATE PROVISIONS TM 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) MDBEGN-00MM mc 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400)