Loading...
HomeMy WebLinkAbout41542-Z ®�c,UFPOL,YcOG, Town of Southold 6/2/2017 P.O.Box 1179 0 53095 Main Rd oy�iol �,ao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38992 Date: 6/2/2017 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 7325 Bridge Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 84.4-6.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/11/2017 pursuant to which Building Permit No. 41542 dated 4/18/2017 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"ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Marien,Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41542 05-18-2017 PLUMBERS CERTIFICATION DATED 04-25-2017 Cutchogue East P &H rized Signature o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o'• . M ' SOUTHOLD, NY Mr 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#: 41542 Date: 4/18/2017 Permission is hereby granted to: Marlen, Donna 7325 Bridge Ln Cutchogue, NY 11935 To: legalize an "as bit" alteration to an existing single family dwelling as applied for. At premises located at: 7325 Bridge Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 84.-1-6.4 Pursuant to application dated 4/11/2017 and approved by the Building Inspector. To expire on 10/18/2018. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $860.80 CO -ALTERATION TO DWELLING $50.00 otal: $910.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: ALiF_aA.�gar As Old or Pre-existing Building: (check one) -�,, Location of Property: _737­5 �+�� ��t Cok o0d vel House No. Street Hamlet Owner or Owners of Property: �y�`n�- (L✓I-e—vi Suffolk County Tax Map No 1000,Section b Block d 1 Lot �f Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: N�— Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ,�l l 5� otfwte Applicant Signature OF SO!/r�„®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(a-town-so uthold.ny.us Southold,NY 11971-0959 l'�cOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Donna Marien Address: 7325 Bridge Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 41542 Section: 84 Block: 1 Lot- 6.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Tucker Electric Inc. License No: 4926-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fart Notes: Inspector Signature: Date: May 18, 2017 0-Cert Electrical Compliance Form.xls SQvr�ol Y � o Town Hall Annex Telephone(631)765-1802 54375 Main Road us Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BU> -DING DEPARTMENT TOWN OF SOUTHOLD i APR 252017 BUH,DrqG DEPT. TO`VI O`F S�aUT t3I.D CERTIFICATION Date: /0 aS- /6 Building Permit No. 41 5 Y 2-- Owner: )Onv10— M Q it I m (Please print) Plumber: ae—K �tS mor►�I— Ct1� aq�2 L0-sf ni -� l��c�i►�� (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 2-�- day of �1�y , 20±_ r�� pp � CONNIE D.BUNCH Notary Public, 'SUfi'C'�"'�-w County Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14,2o-�'10 pF SO(/Ty�� . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR / 15 �Of S0UT9 H � O TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ARILS: 7 DATE '�'�/ INSPECTOR D IKEVD 2 D�) Robert Barratt PE. APP 2 5 2017 4295 Vanston, Road Cutchogue, NY 11935 BUILDING DEPT. TOWN OF SOUTHOLD 04-11-17 To: Southold Town Building Department Ref: First Floor Renovations and Loft Addition completed in 2008 Location: Marien Residence 7325 Bridge Lane Southold, NY 11935 Building Permit # SCTM# 1000-84-1-6.4 To Whom It May Concern: To the best of my knowledge the construction and plumbing, for the second floor loft and the renovations that were completed in 2008 on the south side of the house at the above location, have been installed as per the plan#1003- 2016 and NYS. Code in 2008. SincerelyBA Yam _ fir F Robert Barratt PE. 081 -- ssi '' i 0f SO�jl�o! � o Town HaH Annex 41 Telephone(631)765-1802 54375 Main Road c� (631)765 5 P.O.Box 1179 G @ roaer.richert(a own.sout�01 ny us Southold,NY 11971-0959 ly�0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD � APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY- Date: Company Name: fUC e kadL -IC Name: fi , License No.: a Address: '\ 0 oX r D�p Phone No.: JOBSITE INFORMATION: (*Indicates-required information . ) 1 *Name: *Address: 7 3 Z S G r 1 ko-0 e &+Cl'V0 ue 14 I *Cross Street: *Phone No.: Permit No.: 54;-)— ' Tax-Map District: 1000 Section: Block: OI Lot: (® *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES! NO c ' I Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: Re-connect Underground Number of Meters, Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form �- r FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------- FOUNDATION ----------------------------------FOUNDATION (2ND) N ROUGH FRAMING& PLUMBING i l INSULATION PER N.Y: STATE ENERGY CODE FINAL ADDITIONAL COMMENTS e WN), —161-1'1 1*911 4111 X e4A tX C� o x d L 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL "Boa,rd of Health SOUTHOLD, NY 11971 -Es of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502Su ey SoutholdTown.NorthFork.net PERMIT NO. e2--:?7 Check Septic Form N.Y.S.D.E.C. tees CSO.Application Flood Permit Examined —,20 Single&Separate ft /` Storm-Water Assessment Form Contact: : (Q Approved 120 +v V1AC,- (Aulev) Disapproved a/c 1 &4,2. Phone: l03 I ZI '3 S- Expiration ,20 l D ���� V (� Building Ins ec r , V LL55 D APPLICATION FOR BUILDING PERMIT PR 1 1 207 Date , 20 INSTRUCTIONS BMDING DEPT. TORN 014401 UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,"relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d, Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be Kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - f. Every building permit shall`expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the,Building Department,for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and'other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. bnmo,- (Signature of applicant or name,if a corporation) S 61VIC AS C�uJ►A-c.i A 3�,iR- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises )-bonvia- MttriW A i (As on'the tax roll or latest deed) SYt �.y'. �:i If applicant is a corporation,;s'ignature of,duly authorized officer (Name and title'o`-co' ratd'officer.)-: Builders License No. Plumbers License No. Electricians License No. q9z fd Other Trade's License No. 1. Location of land on which proposed work will be done: o 737,S &&Ae, l"t- House Number Street Hamlet �1 County Tax Map No. 1000 Section Block 01 Lot � `f i Subdivision Filed Map No. Lot i �2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RFLsI&E.Ji 0 A-L, Siti5i1e— N,y�,��/ b. Intended use and occupancy _Res l uEP-1-TIvi k a N!5 to- 74% A, a� I�- I �3. Nature of work(check which applicable):New Building Addition It Alteration- Repair Removal Demolition Other Work 1 (Description) 14. Estimated Cost 0 /0100'b Fee (To be paid on filing this application) 15. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars out A17.16. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ! NA- 17. Dimensions of existing`structures, if any: Front Rear 'l® � Depth Height 2_a �� Number of Stories 1 Dimensions of same structure with alterations or additions: Front ''7®� r Rear 10 Depth �-Iq �" Height Z�`�t Number of Stories,--I 8. Dimensions of entire new construction: Front " f4 IV Rear _Mpth N(A ,Z Height `.��� Number of Stories 1\14 � '; 4 /J 1 9. Size of lot: Front /1/0 � Rear Depth Z�� 10. Date of Purchase Dame of Former Owner 11. Zone or use district in which premises are situa MJ*-1i Cct, rto uz Sc COL. C> S` J _ 12. Does proposed construction violate any„zoning,law, or ' nce or regulation? YES ,NO l X 13. Will lot be re-graded? YES NO_-'Will,excess fill be rem ved from premises? YES NO x° 114. Names of Owner-of premises �SbNOA LKAiLi Em Address Phone No.. X31 - 721-35'd l Name of Architect VF-HL-Afut4.,A ,n�sac, LLx-- Address XT 3o►srn,ar 't_nc Phone No_ 6.1 1-X D-WB 4 Name of Contractor Address Phone Nol. 15 a. Is this property within 100 feet of a tidal'wetland'or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet'of a fidal wetland? * YES NO X * IF YES,b.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. i 118. Are there any covenants and restrictions with respect to this property? * YES NO_,>(, * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) � r �ola CJ/} FALt E i.1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH '(S)He is the Q '� l0{ Notary Public,State of Ne1v York f NC 01 B11618�5)I (Contractor,Agent, Corporate Officer, etc.) Qualified In Suffolk County "Commission Expires April 1,4,2 --C of said owner or owners, and is duly authorized to perform or have performed the said work and to makelI and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be that in the manner set forth in the application filed therewith. orn to before me thi day of rr'1 ` 20� ' itm Notary Public Signature ofApplicantl 1 i SURVEY OF LOT 4 MAP OF SYLORET ESTATES FILE No 6390 FILED JUNE 8, 1976 SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD <tx SUFFOLK COUNTY, NEW YORK '— S.C. TAX No. 1000-84-01-6.4 SCALE 1"=30' r ` MAY 16, 2007 � s AREA = 41,501.85 sq. ft. I pQ )•,- �" '' "¢j_ 4tJII 0.953 ac. i' 'i ` ACERTIFIED TQ' JOHN E. ZURAWSKI oD . � / Q' fe �'1' MOD OVER /WOOD STOOP • 7ti /i •a O Y N=65.00' ` V L=133.D4' - � F r 2 at t�• �0, O e To �, GT9 v PREPARED IN ACCORDANCE WDH 7HE wrIDAM INE Ul- ANO AP m ANAS ADOPTED CD 4 �(� Y ABLMED F RIME ISE Bf 11ff NEV IORK SUIE LAND �OOO, f -J��� - Q-�rl ....` AISOWTON GENERAL NOTES: ;.ice, , of 7507/1/�i ,� ;�,i�-,.�.;SAFETY NOTES: RESIDENTIAL RENOVATION & CON TR O i'' "� 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND % �.___'_____''_ T__ �'_,', - ,_ _ __ C 0 N T R A T R T E General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ' GENERAL NOTES: ���� Wood: 2• FIRE SAFETY: . i ��I - 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. V� 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 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 KEHL DESIGN ASSOCIATES LIC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. `� residential & commercial design . consulting 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box 1675 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. All trusses shall be "shaped" as shown on architectural cross sections. phone: X631)433 9084 MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@optonline.nef MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b, Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. 3. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,LLC oformertyDAKAssociates,LLC 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. /r/717 � 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. JWNEkSHIF- & USE OF DUCUMENIS: p 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. plywood I wood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ted REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements rGN therein, are the property of KEHLL DES DESIGN OR DURING THE EXECUTION OF THE WORK. ASSOCIATES, LLC. No part thereof shall be 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection g. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: with any work or project other than for which 8 Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, they have been prepared without written consent. PLUMBING, ELECTRICALS, ETC. a. FramingLumber: DF north No. 2 or better (north) B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING 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 E = 1,600,000 PSI THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM 7 HE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION, a. Laminated Veneer Lumber (LVL): 9• THE CONTRACTOR SHALL DO ALL CUIFTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv 285 P Fb = 2600PSIA. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. 1 1 • ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 6 SPECIAL SAFETY NOTES HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF -,;'HE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEYS FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. A� ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. NOT FOR 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CONSTRUCTION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. USE UNLESS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE CERTIFIED BY A CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ( ) SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO F-„ ,MILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROFESSIONAL LOAD SPEED rnh CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY �± , 25 lbs/sgft 130 (mph) C SEVERE 3'-0” MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 PLUMBING RISLrt DIAGRAM NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ENGINEER DESIGN CRITERIA FOR BASEMEN ► BATHROOM FOR THE NATURAL LIGHT AND VENTILATION REQUIREMFNTS. FPRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (NTS) ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN r_NGINEER TO HAVE A CAPACITY (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD NOTE: SHEATHING NOTES: ALL VENTS ARE TO BE LOCATES r.T THE REAR OF THE HOUSE ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH -HE NAILING SCHEDULE OF THE AMERICAN FOREST USE OCCUPANCY EXTERIOR BALCONIES 40 10 ALL VENT PIPES ARE TO HAVE ALUMINUM SLEEVES / COVERS & PAPER ASSOCIATION (AF & PA) WOOD FRAME CON`JTRUCTION MANUAL (WFCM) FOR ONE AND TWO RESIDENTIAL R-3 (SINGLE FAMILY) DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 3" THROUGH ROOF ON REAR OF HOUSE (1) SHEATHING TO BE NAILED TO CCA SILL(2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 II (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 All framing hardware shown on these plans, PROJECT: HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong—Tie. HEIGHT, BUILDING. NO substitutions are approved or authorized, THE VERTICAL DISTANCE STAIRS 40 (c) 10 FROM GRADE PLANE TO UNLIMITED AREA Due to the relationships of framing hardware to MARIEN THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 10 the other components of the structure, any framing c) ( OF THE HIGHEST ROOF AS PER TABLE 503 hardware substitutions will render these p(ans IN ASRPERESECTION 502 OF ROOF 30 10 3 SECOND FLOOR Hutt and void, and Wlll result In the installer/contractor THE BUILDING CODE OF NEW YORK STATE. assuming responsibility for the design and a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- NEW performance of the entire system. TOTAL HEIGHT FROM RIDGE TO GRADE 20'-9" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. MASTER BATH7325 BRIDGE LANE „ 2" 2" b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 2„ 2„ 3' _ CUTCHOGUE, NY, 11935 c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY L V L V WC LUMBER SPECIES AND GRADE 4" F.A. VENT 6" DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING TUB ShOWER ABOVE GRADE OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER _ FiRST FLOOR 4 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 2" 2"1 1 2 2 3 DRAWING TITLE: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION 8802.10.1. TO SCWA APPROVED GENERAL NOTES e) SEE SECTION 8502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 4" Cl SEWERAGE SYSTEM HOUSE ( j$. I� `��l / PLUMBING RISER DIAGRAM TRAP r. TABLE R402.2 0 6v`✓ ( - 2008 ADDITION / RENOVATION MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BASEMENT FLOOR MINIMUM SPECIFIED AREAS OF STRUCTURE r "� NOTES: COMPRESSION STRENGTH (a) (fc) THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE � � � ._ 1 EX. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL x" ' `� n '" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE "' NEW CRAWL SPACE NA PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE •.. ., .• SEVERE (b) EX. BASEMENT NA DESIGN PRDFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA I BASEMENT WALLS, FOUNDATIONS AND OTHER - �+ s-�°'r'•r _ �''' �' ° NEW FIRST FLOOR 537 sq. ft. CONCRETE NOT EXPOSED TO THE WEATHER ,.. r FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA 2,500 (c) UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT r~ (t ? t ' NEW SECOND FLOOR LOFT 170 sq. ft. SEAL: NEW BALCONY NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 c r 1� ,;k.#,�s �'• r..,.: ��' j' ``�`{ DAT GRADE, EXCEPT GARAGE FLOOR SLABS O R ^ i_..`I n� LOFT NA rt n! C Tr I V,, w a; t i . 1 ° �),i}. F r r�ric• OCT 30, 2016 -- ► r-- e^.r �,-i �;yr� ^"' t';'-,`}l °`'1 C)TI t;; IGF i »: ', :". �t Fd.., ,,. pF NEW PROJECT NO: ATTIC (HOUSE)(a) NA ° � � , ,� ,; � ��>��'� i �� f�� © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. �P,�<> yo ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �� `o• BAR �'�- 1003-2016 ATTIC (HOUSE)(b) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND far @n"' " a!''� s DRAWN BY: GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) :�1 ' ;,�`wi�,,,d'�„;; iii`:�r � UNDER FEDERAL COPYRIGHT LAW. o � * BUK ATTIC GARAGE a NA PLANS MAY NOT BE REPRODUCED WITHOUT * p^ sn CHECKED BY: BONUS ROOM NA �" WRITTEN AUTHORIZATION, _ o: SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TOUi ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF o >> THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) - - - to LRas� SUNROOM NA PLUMBING + KEHL DESIGN ASSOCIATES, LLC, 2d, SHEET NUMBER: NEW DECK NA f " ' ` F� �8186S COVERED PORCHES NA ;?.►;PUP IFI1NIG�i 1 S TE THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FESSIONP� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN FOR SI; 1 POUND PER SQUARE INCH + 6.895 kpa _ ' � __.--� PROOF OF PURCHASE, COVERED ENTRANCE NA _COI-r"'' (a) AT 28 DAYS PSI G 1 POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL _ ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING �» Acceptance of these drawings does not authorize the right to build without CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) the outhorizotion of local governing agencies, such as Suffolk County Dept, DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) _tliv? ter f i`+'TIFICATION of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify oil Conditions, Codes, and requirements with such agencies prior to (a) WITHOUT STORAGE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. ON LEAD CONTENT BEFORE construction. ® KEI-IIrDPSIGN•ASSOClATES,uc i:. T IFICATE OF OCCUPANCY (b) WITH STORAGE 3UPPLYSYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ... SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF // i/ A'/ TWO 8d NAILS THIS / % � �iilz �a ted✓',%r'r`�,,/ .�,'�/%. .,;'��, SO. PINE UPLIFT SIDE d TRUSS. MTS 2 0 L T S 2 0 FASTENERS ALLOWABLE LOADS r'2 LOAD LATERAL WITH TOTAL FOUR o /• ® o MODEL GA UPLIFT UPLIFT (133/160) 8dx1J" CODE � ®1 8d NAILS o � N0. TO TO TO AVG NAILS REF. INTO TRUSS „ nnl RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& _ ° r i l f lg ,I STU 5 0 /,'%^ -- _ WE---- TRUSS y�.r TRUSS SIMPSON PROVIDE (1) HGA10KT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 9:30 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND --- KEHL DESIGN ASSOCIATES LLC AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES residential & commercial design • consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 - FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ARTJ'x12 P0.Boz 1675 phone: (631J433-9084 DIMENSIONS TWO o ° q(TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER 8d NAIL oMODEL GA AVG 2CODE INTO ° Southold,New York 11971 E-Mail: ssbn6S4@optonline,net NO. AX. CLEARULT. LFTA LFTA REF. PLATES ° °IDTHSPAN L 1 " 2" 21" 331" 1}" 2" 24- 3" 3}„ EIGHTPcdIN NAIL Sl 4 e Kehl Design Associates,LLC o formerly D A K Associates,LLC INTO a r /%������'ar� ����� '",%�'��1 %�'° .�� /ill/�7 1205 1400 5, 44, 85LFTA 16 2 " 17" 3g " 4200 STUD DOUG-FIR LARCH / SO. PINE FASTENER S2 ALLOWABLE UPLIFT LOADS3 OVIJNERSHIP BC USE OF DOCUMEMS: o° MODEL L AVG 10d 10d x 1f CODE ° These drawings and specifications including the NO. ULT. REF. LFTA ° ideas, design and arrangements represented 10d 10d x 1}" (1,33 / 160) (133) (160) LSTA21 ° 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 MTS16 1g 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 , MTS20 ° ° ° they have been prepared without written consent. 20 14-10d 14-10d x 1 " 3116 1000 840 1000 3, 41, 128 ART�'x12 0 °° Simpson Strong-Tie LST20 20 12-10d 12-10d x 11' 2383 775 720 720 3, 41 GNW- HGA10 DOUG-FIR-LARCH DETAIL "E'''COUPLER NUT Equal number of o TYPE OF DIRECTION SO. PINE CODE o0 ecified nails in s CONNEC- OF LOAD ALLOWABLE LOADS REF. p MODEL FLOOR ROOF (133/ NO. TION (100) (125) 1610 I': each end Simpson Strong-Tie DETAIL "K" NOT FOR G 515 645 670 1 CS 16 LTP4 5 J 515 645 670 6, 39, 97 H 515 645 67D DETAIL "H►' NSTRUCTION MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART 'x12 USE UNLESS STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2,3 AT HIGHESTREF. 8 - AT HIGHEST STU " CERTIFIED BY A NO. BASE BODY s ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIAS'e DESIGN LOAD DESIGN O° �SIMPSON GA GA QTY DIA 12" 2" 2J" 3" 3}" 5�" LOAD WHEN RAISED OFF ° ° THE SI PAT ° TAKE-UP WASHER PROFESSIONAL HD2A 16 12 4A" 2�" 2J" 8" 2 12150 1555 2055 2565 2775 2775 2760 0,058 0.077 2, 43, 82 ° ° ENGINEER MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS °° ART$"x12 AVG / II N0. H L STUD PLATE ULT. (133)2 DF SP CODE (160) REF. SP4 31 7J" 6-10d x 1j" -2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA y� L NAILS 000R (133 ) (160) REF. °° WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 000 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE M ODCA WL NAILS FLOOR (133) (160) REF. 10o LUS Simpson Strong-Tie MSTA24 18 1 24 18-10d 1025 1370 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS NO. (LENGTH END GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A L (100) (133 / 160) OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 24" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE H6 DIMENSIONS FASTENERSNOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL ON. - R AR N A WA LE AD ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA HEADERS AVG UPLIFT FLOOR 100SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F"' W H B 10d 16d JOISTS ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 34" 4J" 2 4-16d 4-16d 6076 1140 1160 -11000 1150 -11250 7, 40, 127 DETAIL "I" HUS210-2 t4 3J" 91 " 2 8-16d 8-16di 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 STU 8 DOUG-FIR AR H PIN ALLOWABLE A ART 'x12 SIMPSON FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF, NULT. -UP WASHER NO. GA TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F = F2 160 HGAIOKT 11 14 1 4-SDS}"x1}" 4-SDS4%3" 1523 435 435 1165 940 n - ---- CN W- USE A MINIMUM OF Y S P 4 COUPLER N U T TWO 6d NAILS THIS _ SIDE OF TRUSS. CNW- TOTAL FOUR /. m SE A MINIMUM DF COUPLER NUT S P 4 STU 8 - 8d NAILS TWO 8d NAILS THIS 5 SIMPSON INTO TRUSS SIDE OF TRUSS. MTS16 STU MTS16 SIMPSON LSTA21 SIMPS❑N TAKE-UP WASHER 8dTNAILSUR /• HD2A TAKE-UP WASHER Strong-Tie INTO TRUSS LSTA21 PROJECT: HUS210-2 TWO o FI 8 AILS M AFAMR I E WF TO ANCHOR BOLTS PLATES ° °0, EIGHT­' gd DNAIL ° iCRT IN NAIL INTO �� 11 iN"mit' E S I LD Em 14 C E INTO DETAIL A STUD Simpson Strong-Tie PLATES °p H7 EIGHT 8d NAIL INTOSTUD Simpson Strong-Tie ° ® DETAIL "D" DETAIL "G" DETAIL H7 Simpson Strong-Tie 7325 BRIDGE LANE LFTAROD SYSTEM CUTCHOGUE, NY, 11935 LFTA LFTA I Ridge Strapping • (( BP L S T A 3 0 DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS / STRONG-TIE DETAILS ' & ROOF DRAINAGE LTP4 CALCULATIONS. I ' LTP4 DETAIL "L" 2008 ADDITION / RENEVATION LTP4 NOTES: DETAIL "C" THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE I DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO, INFRINGEMENTS WILL BE Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL Floor-to-Floor Connections EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT, THE DESIGN SSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR SHEATHING NOTES: UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: LTP4 QArl DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 4 0 EW Y OCT 30, 2016 P 0 PROJECT N0: LTP4 Ridge Strapping (1) SHEATHING TO BE NAILED TO CCA SILL C) Sir�lpson Strong-Tie Detail (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM o� �'y� 1003-2016 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES * Q7 , , . a * DRAWN BY: r = . BDK Floor-to-Floor Connections (4) SHEATHING TO BE NAILED TO TOP PLATE CHECKED BY: NO SUBSTITUTI❑NS -0, RB `�FpA 081868 ���C SHEET NUMBER: All framing hardware shown on these plans, �oFESS 00P unless otherwise indicated, is Simpson Strong-Tie, �� G No substitutions are approved or authorized, L Due to the relationships of framing hardware ' to the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI PE assuming responsibility for the design and ® D•A-K ASSOCAMnc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TIE %%-, ' TIE DOWN DETAILS �//��� � .�� ,,,, �, J/, , , C35 C35 KEHL DESIGN ASSOCIATES �c residential & commercial design • consulting I,I u � N U P0.Box 1675 phone: (631)433-9084 Southold,New York 11971 E-Mail: ssbn654@optonline.net Kehl Design Associates,LLC a formerly D A K Associates,LLC A101 EXISTING A101 SUNROOM %� """' �T 7�77�/% ' �� %//'�7 OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN EXISTING ASSOCIATES, LLC. No part thereof shall be HOT TUB ROOM copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. %" BOLTS @ 16" oc. 3068 POC. DOOR HURRICANE TY-DOWN CLIPS BOTH SIDES OF RIDGE ® 16"oc. A� SHOWER 11-6 8" BOTTOM OF 2X4 COLLAR TIES TO BE SHEATHED WITH %" CDX NOT FOR PUMP & SAUNA HTR._4 1.„ `V —1- 17-3 e 2 X4 ®16" oc. CONSTRUCTION PROVIDE NEW BOLTS @ 16" oc. BOLTED"TOVRAFTERSJ USE UNLESS ATTIC @ 16"oc. WITH SIMPSON CERTIFIED BY A U SHOWER 4 STRONG-DRIVE SDWH T8'" LONG, SUPPORTED S PROFESSIONAL �- 2` -11 Y ON EACH "�( I /� — j2 �)/)Z Girder_ (2)2x12 Girder END WITH (5)2z6's E N G I N E E R FROM BOTTOM OF THE �W/y" Plywood W%/" Plywood 66Y" HEIGHT OF KNEE WALL NEW PURLIN TO THE MOVE STAIRS @ 12.5" 3'-57 8 FOUNDATION. TOWARDS THE REAR _____________80"CEILING HEIGHT I --- — ----------------- �� OF THE HOUSE TO _________________ \6 0� „ oc• r--- —, PROVIDE MIN, 6'-8" �j o EXISTING --- --------------g0 CETLING HEIGHT RpF���S �,�`O j I ?xIIO DIRECTLY ABOVE MASTER o HOUSE 12 x10 ��� i `ATTIC i ? R S 6" �5 NOSING AT THE TOP OF o, F xXp TFR 12 THE EDGE OF THE BATHROOM CL. t 5F— 12 ��� I ACCESS I m 6,4375 16, �c THE STAIRS WORK NOTES: LOFT EXISTING I Imo oc � �� 9.625I— . 12LOFT EXISTING ATTIC m ATTIC o NEW 2 ACCESS NEW (2)2x12 Girder "' 90" CEILING HEIGHT LOCATION --- ------------------------------ -------- LOCATION /Y PlywoodOF STAIRS 13'-4" T 7Ya" 2'-11Y" OF STAIRS 10'-6„ I I z o \ \ 80" CEILING HEIGH " �— ------ --- — z — 80" CEILING HEIGHT ----------------------------- —^'I --_--- I — 80" CEILING HEIGHT � I 2X12 FLOOR JOISTS @ 16'oc. M — -------------------------J ------ Line of Conti-Levered Balcony Above 3-D" —--------------- ------------- ------ EXISTING 38.5 HEIGHT OF BALCONY RAIL ----- ------ LOCATION ------ 1 n OF STAIRS 1 --STAIRS— ------ I SHOWER NOTE: CENTER STATIONARY PANEL TO BE REMOVED PUMP & AND MODIFIED BY INSTALLING (4) CASEMENT =____- —_—___ I SAUNA MASTER BATHROOM BENEATH THE STAIRS MASTER BEDROOM ^ � LOCKING DEVICES TO ALLOW FOR THE TO BE COVERED WITH M ( HTR, RM, Y" SHEETR / REMOVAL OF THIS PANEL IN CASE OF AN ______ ------ OCK ASYYY I EMERGENCY AS PER THE RESIDENTIAL CODE ___--- MASTER BEDROOM PER NYS. CODE� Y � / OF NEW YORK STATE AT THE TIME OF BELOW ILI —— — — — — — — — — — CONSTRUCTION IN 2008 ------ EXISTING ------ �� ------ HOUSE ------ MASTER BEDROOM 2X10 FLOOR JOISTS @ 16"oc. 2X10 FLOOR JOISTS @ 16"oc. I II PLATFORM I (3)2X12 GIRDER I II II II C35 C35 I I 16"x 8" Conc. Pier on 24"x 24"x 12" I I PROJECT: 11'-7� 7'-5%" 4'-10� I I Conc. Ftg. Filled Solid M A e FE H A L A CROSS SECTION A A101 A101 "RE S E A101 7325 BRIDGE LANE CUTCHOGUE, NY, 11935 MODIFICATIONS- IDRAWING TITLE: MADE TO EXISTING- MADE TO EXISTING- MODIFICATION TO THE- PLAN AS NOTED FIRST FLOOR TO- ROOM TO CREATE A EXISTING ROOM MADE_ 2008 ADDITION / RENOVATION NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE CREATE A LOFT / LOFT IN 2 2008 DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FELD FIT. THE MASTER BEDROOM SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" DESIGN PROFESSIONAL AL ASSUMES NO LIABILITY FOR OMMD UP DUE M UNKNOWN OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW WALLS NEW WALLS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 'SEAL: Al� DE: MASTER BATHROOM ,/-�/ �--�— OCT 30, 2016 © COPYRIGHT 2016 KEHL DESIGN ASSOCIATES, LLC. pF'NE(xt, PROJECT N0: �P�� YO N 2008 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '� ��1 0. 8�R �'�' 1003-2016 UNDER FEDERAL COPYRIGHT LAW. 0 y� DRAWN BY: SCALE: 1/4"= 1'-0" . % CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT * '� * BDK WRITTEN AUTHORIZATION, r_ ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Re KEHL DESIGN ASSOCIATES, LLC. oslasa �, SHEET NUMBER: � NEW WALLS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AR�FESStIC PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. A101 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: O of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE construction. C D•A°T ASSOCL4=uc