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HomeMy WebLinkAbout36827-Z TOWN OF SOUTHOLD �gjfFat BUILDING DEPARTMENT y i TOWN CLERK'S OFFICE SOUTHOLD, NY �i01yv 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#: 36827 Date: 11/18/2011 Permission is hereby granted to: Billinghay, Justin & Scavone, Melissa 133 Barrow St New York, NY 10014 To: construct an addition & alteration to an existing single family dwelling as applied for It ai d cv-,& At premises located at: 4505 Vanston Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-5.2 Pursuant to application dated 11/7/2011 and approved by the Building Inspector. To expire on 5/19/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $386.40 CO -ADDITION TO DWELLING $50.00 Total: $436.40 Building Inspector 1 Form No.6 Cam' 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 10/, lead. - 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible€or the building.. .6. Submit Planning Board Approval of completed site plan requirements_ B. For existing buildings(priar 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$50.00,additions to accessory.building$S0.00, Businesses$50.00: 2. .Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of.Occupaticy-$25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate Of Occupancy -Residential$1.5.00,Commercial$15.00 / Date. Al a V 2 r6 New Construction: V Old or Pre-existing Building: ' (check one Location of Property: ' Housd No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section Block 1 Lot S Subdivision Filed Map. Lot: Permit No. __ Date of Permit. ,gppfil=t: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee-Submitted:$ Applican ignature +D ' !CM., DATAIv k 'AtION(1 . �...fMMNMr'APMM. ..rar.Ma.�•r,K,r �• FO�7 TPA.TIOV(21 '�A) CA AOvGEE�Q.&• .� Im INsUL�'ATION PYi$t N.Y. GY y STATE 0 CODS r ' W. .. '. •. V . AnT)TT 01�?ArL.C.011'Il ENTS . O t • • '. .. fib. tl JL v..11% yr wu 1 riVLL Om �UILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT �--TOWN HALL Do you have or need the following,before applying? SOUTHOLD, NY 11971 Board of Health TEL:.(631) 765-1802 4 sets of Building Plans FAX:'(631) 765-9502 Planning Board approval SoutholdTown.NorthFork.net PERMIT NO. � 7 Survey Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 II Flood Permit Storm-Water.Assessment Form Contact: Approved / 20 D � � ��7 � � -Mail to: MF 1.1SSAJ'TuIT(1',,,s Disapproved a/c U ys p T YA N%TQ)4 Rd �Q Expiration — '(�/ . 20G N — 7 Phone: GSl-h3q- 2011 � _ C 9/ Vector APPLICATION FOR BUILDING PERMIT Date 11 - d 4 , 20 I I INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection'throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new-permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ' Jame of owner of premises M F t_t g SR f SJ a i iv. Z, It' ` (As on the tax roll Wr latest deed) f applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Wilders License No. p, 'lumbers License No. W 14.-(- �Ubmt 1 W 4 F� ;lectricians License No. C lop sm f,. )they Trade's License No. Location of land on which proposed work will be done: Sow VAtaS'r0►:l tromp ( ►b5 Ro cal° ' House Number Street Hamlet County Tax Map No. 1000 Section I I Block 14 Lot $' �, Subdivision Filed Map No. Lot Z. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition )t Alteration aC Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units ► ik Number of dwelling units on each floor N If garage, number of cars N1\ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. SA h 7. Dimensions of existing structures, if any: Front "i Rear 7 Depth `/0 Height Zr''(v 2 It Number of Stories Dimensions of same structure with alterations o4 additions: Front f,°�f Rear Depth W®` Height lry: Cn /g Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Q Number of Stories i 9. Size of lot: Front 11$ Rear r 8$ Depth l 7 o 10. Date of Purchase 2011 Name of Former Owner 11. Zone or use district in which premises are situated Z O NF- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_,�LWill excess fill be removed from premises?YES NO)_ 7-u51'iM i MsL-tssi4 NSos' ✓f;t4sra.L 94 14.Names of Owner of premises &cj-1r�4i4AY Address Cyrc woo J�MY. /tVS'Phone No. �7'3`f 66 yS Name of Architect bNV. Assoc1a I SS LLL Address Po.gc* 16,76, Phone No 862- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NOS * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) -- SS: COUNTY OF�� -/ El_\ being duly sworn, deposes and says that she is the applicant (Name of individual signing con a6ovc n ed, COMIE C. BUNC14 Pjotary Public,state of l o%q York (S)He is the O W N F K- No.018lJ6186050 (Contractor,Agent,Corporate Officer, etc.) arse to ae a Conimissfon Expic\Apil 14,2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tR'bVC,6-1(_20 A— day of H Notary Public Signa re of App ' ant Town of Southold y Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o PROPERTY LOCATION: S.C.rnn.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A n�O Ul STORM-WATER,ER,GRADING,DRAINAGE AND EROSIQN CONTROL PLAN ce 3ec o �'koe - -wt— CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a• What is the Total Area of the Project Parcels? Will this Project Retain All Storm-Water Run-Off Total Area of all Parcels located within .- the Scope of Work for Proposed Construction) Generated by a Two(2')Inch Rainfall on Site? (S.F./acres) (This item will Include all run-off created by site Elb. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed@ 6-1 Sq/F i Site hriprovements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) PROVIDE BRIEF PROJECT' DESCREMON (PrmrldeAftft al Pages as Needed) '2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures indicating Size&Location?This a Item shall include all Proposed Grade Changes and A 14 P-oyFP-dam J) Slopes Controlling Surface Water Flow. \�+ 3 Does the Site Plan and/or Survey describe the erosion and sediment control practices that will be used to r y 1 _ control site erosion and stomT water discharges. This aabr'- 1,114s , C f A 1✓i f or 'j�o'O fix 1 E i Y-,K ) item must be maintained throughout the Entire Construction Period. ONLY NE-Q Retl l' (� f�Ai��� 4 Wilt this Project Require any Land Filling,Grading or j Excavation where there is a change to the Natural Y S 1{ F I` 0 U��- � Existing Grade Involving more than 200 Cubic Yards !` ��tTn.�41.1C f of Material within any Parcel? GJ I�F�=Fz �t5^t 0�ICTI a l 5 Will this Application Require Land Disturbing Activities IS j O _ 7-A(,LE ALACli 1.5 ;fLA-T- Encompassing an Area In Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? /)N 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities Involving soi► Beach? disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of o larger common plan that will ultimately disturbances disturb one less more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ Including Construction activities Involving soli disturbames of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit $ WIIi Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-Wlo-oft) Surfaces be Sloped to Direct Storm-Water Run-Off a X 1.The SWPPP shall be prepared prior to the submltial of the NOI.The NOI shaft be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Material, required,postconstructior storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder /� compliance with the terms and conditions of this permit.In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area?(r'ie Item wlll NOTinclude the Installation of OrlvowayAprons.) quality of storm water discharges. NOTE: if Any Answer to Questions One through Nine is Answered with a Check Made 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance Is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed In New York a Storm Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted fer—Re view Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)and/or Answef{flk (q(�t lia^e(s; go fora complete Application) STATE OF NEW YOM No.O1.H1,!-9t2 l� COUNTY OF...........................................SS fo C�ii�;iil=tits ilg f"WiOlk Coup . ..... Commission E;r�ira.:t A"ell 14 2 Oi�-- Th I,• A�� ••• •••�� ••��.. ....being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of dividual signing Document) And that he/she is the ......UY11.Q<—! ......... . Cknttiak or.A9�1 Offloer.etc.).......................................I...................... Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work wiII be performed in the manner set forth in the application filed herev rith. Sworn to before me this; ...... I. . �..t....._....... daY f. LA2 ,20.l.� Notary Public: L....U.........�.......�.... .. .... V (Signature of Applicant) FORM - 06110 D 1 r GQ .. 4•P b :er�. ';/- l�j)f..c�, I�Q, :1 �✓Q^ !o. UNAUTHORIZED ALTER OR AD Ttom � Q C Ay y� i y. �•"'. .•P �� „•,,.+.,;.� .s•'•••^' ./'/• •i". -.y' ,TO THIS SURVEY IS A 10 ATION x—y'SECTION 7209 OFT NE YOR ATE ,. EC_CATION LAW. ,1 G, 1��'� •j• ':,, COPlFS OF THIS RVEY M P T BEARING �,,,���•,. V A„ J �t A!'� ` THEt LAND SU$YE Is INK Al OR j a•( V `�xR T -EMBOSSED SEAL SHAL NO 40NSIDFRED po TO BE A VALID T;:UE COPY. 11J Y+CS+d .L, �} �f h; 1, E /�✓ GUARANTEES INDIC FED HEREON SHALL RUN' .L+',^• L /�• ;S i +.ONLY TO THE rE$ Dr FOR WHOM THE SUP.VESf, iS'FRFrARID,A\ O;y 1d75 6.HAEF TO THE "TITLE COMPANY GOVE?JY'lN'(AI AGENCY AND ( L �, i,j •� LENDING INST TION LISIED H2F&ON,AND .., �'•p 1� T `.r' ®. } "+f ,.TO TNf IteS1 Ett(XaTHE -.rM INST1- n�f.'i./�I ��a \'J �F ,• TUPON.%U AiQiHIV@ARE Y TRANSF'FRAXI 'TO ADD L Ct+UTI R SU65fC)Uo- d OWtfE CD In CD Ul CD 2 t- N tr 'c1 y c- CD ky CD `I m C JD Fa L—t Cl / Q x m o 4D {.:.i' '•"� rIF'f4X T 1�,�f/!/tom•77 � � fie• 4-�1 �J �4+'! .h,t � 1 r 1'..►, �t'�}'1 tl ' � . � ���,�1{a�d��t�,�;�;p�. fi� '+•�t�_ Zit;..i��x c�� c,h�3C� ' I; '• `,•�•.._ �>,:'}'�! ;,":�t�!•k'1'��Ic�'. :.`�Gf'Xs,►+t:yz5t '�<•+I�!k� Ct5 t. l{j',t7Yu lid `f' ii�el •',Y I t y ','��5'.'�yf'.,�yr�. i 1 ;} f t �j' t r hL�a t J>,. r r`tr'FCy1�F�, J�l�' 3'Y'1$a! �V `'�•• �� r " '�y, 4r.b .�i; y p. t'�+t7Ys t:r,ey„ i t•'.L'.:}X. .... .r ,zl.." ir: ,..9a� _� EFL t ',Ai �.t'1,Mi+'ta�l�r$; '�k�ix...t.,li�, t4 !+"""�"•r." .. a ,t ,.'�'.. .:.dRr GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION %06* o o � 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND CID NTR A CTO R N 0 T E SGeneral Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be Doug Fir Larch #2 or better, and all other structural wood to bey Douglas Fir #2 or better. 2, FIRE SAFETY: 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 DaA°K ASSOCIATES LLC B. LOCKED AREA, residential & commercial design•engineering•consulting GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. shall D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone; (631I167-6071 I 1 • ALL WORK SHALL CONFORM TO THE (REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. a• All trusses shall be "shaped" as shown architectural cross sections. 1 b. Trusses shall bear a boca number and shall be manufactured by a 'regist:ered manufacturer, MATERIALS ARE TO BE KEPT AWAY FROM HEAT, Westhampton Beach,Newyork 11918 fax: I6311 466-3354 2, BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 5. Erect and brace trusses in accordance to truss plate institute recommendations. •Mall; CArm8888@gol.com BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 77-7ski,Arm&Kehl Associates,LLCoformerlyEastEndDesignAssociates,LLc AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. OWNERSHIP" &--USE-OF DOCUMENTS: Y g• G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. a, All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS OR ANY FLAMMABLE These drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. ideas, design and arrangements represented P q GAS TO BE USED DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. therein, are the property of D.A.K. ASSOCIATES, LLC, No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or bettelr. 3, DUST CONTROL: to others or used in connection with any work 5• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8, Design values: A. DEBRIS DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, or project other than for which they have been prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS, 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. j 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS, B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. I DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDEER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM c . KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, H IARMLES'S FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO, BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND i WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONISIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE I THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIIIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE AGREES, TO THE FULLEST EXTENT OF THE LAW, INDEMNIFY AND HOLD DEERKOSKI, AE3M & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. J; 1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE ENERGY CODE I LOAD SPEED (mph) CATEGORYD H WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED CATEGORY � r F 45 Ibs/sgft 120 (mph) C SEVERE 3'-p" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 45 lbs/sqft 120 (mph) C SEVERE S-O" 60 l � y DESIGN CRITERIA . PRESCRIPTIVE, DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS � (in pounds per square foot) I USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD ` USE OCCUPANCY EXTERIOR BALCONIES 60 10 AS PER CHAPTER 1 OF THE ENERGY"CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, J SECTION 101 .4.4, ADDITIONS, ALTERARONS, RENOVATIONS OR REPAIRS, _ I RESIDENTIAL_ R-3 DECKS (f) 40 10 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) to ADDITIONS AND ALTERATIONS SHALL (CONFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 ; 3 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 to 101 .4.4.1 ADDITIONS: ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW v B OCCUPANCY OR ATTICS WITH STORAGE (b,e) 20 10 CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING - HEIGHT AND FIRE AEREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 SYSTEM(S) TO COMPLY WITH CODE, �S� IS UN � r PROJE T: j r I ADDITIONS SHALL NOT CREATE AN Uf�qSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING WITHOUT HEIGHT FIFRE AREA SLEEPING ROOMS 30 10 BUILDING SYSTEMS. ®F ®� I � �( ';T,' HEIGHT, BUILDING. BILLINGHAY THE VERTICAL DISTANCE STAIRS 40 (c) 10 ' FROM GRADE PLANE TO UNLIMIITED AREA 101 .4.4.3 OTHER ALTERATIONS THE AVERAGE HEIGHT 200 (c) to WHERE LESS THAN 50% OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) OF. A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS SURFACE = 22'-1001" As PER TABLE 503 APPROPRIATE TO THAT SYSTEM' IS RIEPLACED OR WITHIN ANY 12 MONTH PERIOD ALTERATIONS APPROVED AS NOTED RESIDENCE AS PER SECTION 502 OF ROOF ' 30 10 THE BUILDING CODE OF TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION DATE "�l` JS��J NEW YORK STATE. OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. B.P. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- FEE:-,�� . D BY 4505 VANSTON ROAD TOTAL HEIGHT FROM RIDGE To GRADE 27'- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. SECTION 402 NOTIFY BUILDING DEPARTMENT b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. BUILDING THERMAL ENVELOPE 765-1802 8 AM TO 4 PM FOR THE- NASSAU POINT FOLLOWING INSPECTIONS: LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 1. FOUNDATION-TWO REQUIRED CUTCHOGUE, NEW YORK DISTRIBUTED LIVE LOAD OR A 300=POUND CONCENTRATED LOAD ACTING 402.1 INSULATION AND:. FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET FOR POURED CONCRETE OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 2. ROUGH-FRAMING,PLUMBING, DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. FTRAPPING,ELECTRICAL&CAULK'^,' ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 1 1 '-,',;ON ACCORDANCE WITH SECTION R802.10.1. 4. E ' ' • CONSTc�'.JCTION&ELECTR'_ GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS �." c �OIAf c'E Fop C 0. ti I f�;,cr►o�-HALL MEE:TTN' PLUMBING RISER DIAGRAM TABLE R402.2 RE REMENTS OF THE CODES C MINIMUM SPECIFIED.COMPRESSIVE STRENGTH OF CONCRETE Y' ST-ITE NOT RESPON:>!B!_E r C: .iN OR CONSTRUCTION ERh,;;,� SET:; ISSUED FOR: DATE: MINIMUM RETAIN STORM WATER RUNOFF AREAS OF STRUCTURE BASIC COMPRESSION STRENGTH (a) (fc) _ CRAWL SPACE NA DESCRIPTION OF WORK TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL PURSUANT TO CHAPTER 236 i BASEMENTINA FIRST FLOOR ADDITION 85 SFt BEING PERFORMED SEVERE (b) - OF THE TOWN CODE. SECOND FLOOR NA 4 BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA 1) FRONT COVERED PORCH IS TO BE CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) ELECTRICAL I BALCONY NA ENCLOSED FIRE BLOCKING IS TO. BE INSTALLED TO MEET OR EXCEED ALL. REQUIREMENTS OF THE BUILDING CODE SEAL: DATE: I 3 LOFT NA NSPECTION REQUIRED I i 2) NEW COVERED ENTRANCE Is To OF NEW YORK STATE, AND :THE AMERICAN FOREST & PAPER- ASSOCIATION (AF & PA) WOOD FRAME -oCTOBER 11, 2011 ATTIC (HOUSE)(a) NA BE CONSTRUCTED BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (a CONSTRUCTION MANUAL WFCM' FOR ONE AND TWO FAMILY DWELLINGS; 2001 SBC HIGH WIND EDITION. PROJECT No: ATTIC (HOUSE)(b) NA 3) REMOVE WALL ALLOWING ACCESS GRADE, EXCEPT GARAGE FLOOR SLABS ) ( 1 © COPYRIGHT 2011 DAK ASSOCIATES, LLC 935-201 1 GARAGE N . . . A TO NEW FOYER NO SUBSTITUTIONS DRAWN BY: ATTIC (GARAGE)(a) NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OF NF 4) REMOVE CEILING AND PROVIDE A BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND All Framing Hardware Shown on these Plans BONUS ROOM NA TRAY CEILING OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER FOR THE NATURAL LIGHT AND VENTILATION REQUIREMEINTS. _ UNDER FEDERAL COPYRIGHT LAW. E 11r BDK 3,000 (d) Unless Otherwise Indicated, Is Sim son ' Stron P y SCREENED PORCHES NA P g PLANS MAY NOT BE REPRODUCED WITHOUT C: � DEER �� CHECKED BY: 5) REMOVE 6' SLIDER AND REPLACE Tie. NO Substitutions are Approved or Authorized. 'fo SUNROOM NA WITH A NEW 12' SLIDER ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN (ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. �e �+ JJD DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL 'TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r- SHEET NUMBER: i 6) PROVIDE A NEW ACCESS TO THE Due t0 the Relationships of Framing Hardware THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) p g D.A.K. ASSOCIATES LLC. PORCH REMOVED 85 S Ft GARAGE SHEATHING NOTES: to the other Components of the Structure, any z ' COVERED ENTRANCE 51 S Ft. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH T'HE NAILING SCHEDULE OF THE AMERICAN FOREST THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Framing Hardware Substitutions will Render PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. N��,oR°• 072 �� G 1 POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void and will Result in the FESS(C1�a FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa p UNCOVERED ENTRANCES NA FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, / 9 Responsibility Acceptance of these drawings does not authorize the right to build without ' (a) AT 28 DAYS PSI ` Installer Contractor Assuming Res onsibilit for (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design Y(a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE `NAILED TO CCA SILL the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) 3 Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. ( ) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE-NAILED TO TOP PLATE construction. 0 D•A-K ASSOCIATES, uc a i 9 SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM 8d NAILS O THIS M T S 2 0 L_ T S 2 0 - I L IN L SIDE OF TRUSS, ALLOWABLE LOADS 1.2 LOAD FASTENERS LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE 8d NAILS °e a NO. TO TO TO AVG NAILS REF. INTO TRUSS e RAFTERS/ PLATES STUDS ULT. (1133) (160) F F= (133& STU '- TRUSS SIMPSON PROVIDE (1) HGAIOKT ON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d s-sd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND a AND ON SIDE OF RAFTER D °A°K ASSOCIATES LLC PROPER INSTALLATION PROCEDURES •j residential & commercial design a engineering a consulting 'i H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS /ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ARTJ•x12 506 Main Street phone: (631)767-6071 i (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAIL o MODEL GA 2 REF INTO o o Westhampton Beach,New York 11978 fax: (631)466 3354 E•Mail: CArm8888@aol.com NO. MAX. CLEAR ULT. LFTA LFTA PLATES opo U' DTHSPAN L OTY DIA 11�" 2" 2�" 3" 3}» 1�" 2" 2�" 3" 3}» EIGHT ° ' 8d NAIL a Deerkoski,Arm&Kehl Associates,LLC o formedy East End Design Associates,LLC 4200 1205 1400 5, 44, 85 INTO SP4LFTA 16 2}" 17" 1381']16-10d — STUD ° OWNERSHIP & USE OF DOCUMENTS: s DWUG-FIR LARCH / SO. PINE FASTENERS ALLOWABLE UPLIFT LOADS ee These drawings and specifications including the ' MODEL L AVG 10d 1Od x 13" CODE NO. e ULT. REF. LFTA e � L S T A 21 °° ideas, design and arrangements represented (1133 / 160) (133) (160) therein, are the property of D.A.K. ASSOCIATES, ° 1od tod x 1�" LLC. No part thereof shall be copied, disclosed e• 1:0. to others or used in connection with any work MTS16 16 14-10d 14-1Od x 1�" 3116 1000 840 1000 3, 41, 128 ,° or project other than for which they have been e prepared without written consent. e MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ'x12 ° I ° Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 COUPLER NUT DETAIL "Ell' DOUG-FIR-LARCH Equal number Of °° S0. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS' REF, MODEL CONNEC- OF LOAD FLOOR ROOF 1133 specified ch i en do °° " n NO. TION (100 (125 1160/ Simpson Strong-Tie DETAIL K G 515 645 H570 ' CS16 LTP4 5 J 515 645 6570 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DUMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"xt2 {I STUD DEFLECTION DEFLECTION CODE ° MODEL MACHINE AVG' LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. °°°o .STU NO. BASE gGp1! ♦ ANCHOR BOLTS ULT. IN VERTICAL W000 MEMBER ALLOWABLE ALLOWABLE HB SB W H B SO CL DIAs,a DESIGN LOAD DESIGN °Qo SIMPSON GA OTY DIA 1�" 2" 2}" 3" 3}" 5}" LOAD WHEN RAISED OFF o TAKE-UP WASHER THE I PLATEo ° HD2A 16 12 44" 21" 21" 8" 2A" i" 1�" i' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ART "x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG CODE /r N0. W L STUD PLATE ULT. (133)'DF SP (160) REF. SP4 3A" 71" -10d x 14" — 2917 735 885 7, 40, 127 ° o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS ���R (133) (160) REF. oo WORK NOTES: LSTA21 20 1 21 - 905 1 1205 1 1295 7, 40, 90 °o MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N0. GA W L NAILS 10�R (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 " 24 - 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L END SPACING REF, HD2A NO. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie j CS16 150' 14" 16 CLEAR SPAN +311" 28-8d 1235 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS _ NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. " ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL 'IF"'N0. GA HEADERS AVG UPLIFT FLOOR 100 show 115 ROOF 125 cooE BY A LICENSE PROFESSIONAL ENGINEER, PLACES W H E3 10d 16d JOIST'S ULT. REF, (133)(160) 10d 16d 10d 16d tOd 16d ALL LIABILITIES ON THE CONTRACTOR. DETAIL "I" LUS46 18 3?s" 4J" 2 4-16d 4-16id 6076 1140 1160 —1000 — 1150 1250 7, 40, 127 STU 5••— HUS210-2 14 3J 91j" 2 8-16d B-163d 6076 1755 2105 — 1650 — 1900 2065 1, 36, 84, 122 8 DOUG-FIR AR P N ALLOWABLE-LOADS AR7�"xt2 SIMPSON FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER P MODEL AVG UPLIFT (133/160) REF. N0, GA ULT. TO RAFTERS TO PLATES TO STUDfS (133) (160) F F2 160 HGAtOKT 14 4_SDSi"x1 4-SDSi"x3" - 1523 435 435 1165 940 e CN W- USE A MINIMUM OF SP4 • COUPLER NUT TWO 8d NAILS THIS STU 5"- SP4 COW- SIDE OF TRUSS. COUPLER NUT SIMPSON TOTAL FOUR /• a o SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS MTS16 TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. L S T A 21 SIMPSON MTS16 sTv "- TOTAL FOUR o �. O e °°°° T KE SIMPOUP WASHER 8d NAILS HD2A Strong-Tie INTO TRUSS L S T A 21 H U S 210-2 PROJECT: TWO o FI e TO AIL a ANCHOR BOLTS I e PLATES 00 TWO o EIGHT o 8d NAIL 8d NAIL o STD Simpson Strong-Tie PLATES °oe DETAIL "A" BILLINGHAY INTO H7 EIGHT IN NAIL ®TO DETAIL "D" DETAIL "G"' DETAIL STD !Simpson Strong-Tie °• H7 Simpson Strong-Tie RESIDENCE LFTA oo. ° ROD SYSTEM LFTA °° LFTA ° BP 4505 VANSTON ROAD `° ° NASSAU POINT ° °° o ` CUTCHOGUE, NEW YORK ° DRAWING TITLE: SIMPSON WINDLOAD ' • °°° LTP4 ° CHARTS & CALCULATIONS I LTP4 DETAIL "L" & o. STRONG—TIE DETAILS j I °°°° LTP4 SET: ISSUED FOR: DATE: I DETAIL licit Simpson Strong-Tie Simpson Stron Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections 9 EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. MSTA36 • SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Dimensions Fasteners Allowable Tension Loads & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: " GA MODEL (Total) FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. OCT BE 11, 2011 n LTP4 :DETAIL B NO. Floor 1 PROJECT NO: T Nails (133) (160) � LTP4 (100) (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM �of NEB,Y 935-201 1 Simpson Strong-Tie MSTA36 16 1 •• 36 26-10d 1485 1995 2135 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ��� �. DEF,q�oop� DRAWN BY: Floor to-Floor Connectilons (4) SHEATHING TO BE NAILED TO TOP PLATE * * CHECKED BY: N❑ SU13STITUTI❑NS w JJD Z, - . O SHEET NUMBER: Al,( framing hardware shown on these plans, oA o7 unless otherwise indicated, is Simpson Strong-Tie, RoP'ESS�o �� No substitutions are approved or authorized. 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 j assuming responsibility for the design and © D•A•K ASSOCIATES, uc performance of the entire system, I REFER TO GENERAL NOTES_FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS R Floor Joists in This Area are to be Sistered with 1 "x 9' LVL D o A-K ASSOCIATES LLC residential & commercial design engineering•consulting To Raise Floor Area in Existing Foyer Where Ends of Joists are Damaged. (Bolt to Existing Floor Joists w/� bolts®2'-0"oc.) (Floor May Require Jacking in order to Level and New Floor C Joists May Require Ripping) C 506 Main Street phone: (631I 767-6071 Westhampton Beach,New York 11978 fax: (631 1 466-3354 Rear Wall To Be Existing Steel Column B Furred Out To Existing Steel Beam 2z10 Ledger Be B E-Mail: CArm8888@ool.com 2X6 Deerkoski,Arm&Kehl Associates,LLC o forme rly East End Design Associates,LLC / _ am 4- j OWNERSHIP & USEI DOCUMENTS: DOCU ry � ...,"� .: :-, S: 2x10 Ledger Beam 1 101 _ _ _ _ _ _ _ _ _ _ _ = = = These drawings and specifications including the _ ideas, design and arrangements represented Sister Existing Flush Girder with l x 9r LVL.�_ d 0 5'-7 (2) 1 "x 18"LVL Flush Beam 10' HB&G Permacast therein, are the property of D.A.K. ASSOCIATES, o '� 2X8 Ceiling Joist - 16oc. - N 3 , ,- 2 15 -11 7 -4 Column (Smooth) LLC. No part thereof shall be copied, disclosed _ to others or used in connection with any work o ----------------- 32X8 Girder- "1 - - or project other than for which they have been o<•� --- -� as 11'-11, ' prepared without written consent. W I X10 Ce1in Joist - 16 H a o m o - �, ( I Sidewalk to be Raised as g N ( Necessary to Provide f r a 1 1 8 10' HB&G Permacast Step No Greater Than 1" Column Smooth Remove Existing 2x8 Floor Joists 016"oc. I o 12 x 4' P.C. Slab , - II �iti Note: Verify Ceiling Light Layout / CD I J =7 o ,Ls, NEW �r o � =W w � � I Z To be finished as per I I A A EXISTING SCREENED PORCH II I of Pattern Prior to Installations I �„ J m °° o A EXISTING SCREENED PORCH owners spec I , 'I p I N I N of Any Ceiling Joists OVERE A I `V , , Ss Top of Finished Porch I 1II I I x x PORCH to be ®6' Below Finished I I N 10" HB&G Per4ma W Floor in House. I I x I I Column Sm M N II I EXISTING FAMILY ROOM I �I M .-,ice - (3)2X8 Girder o �-- ----------------- 2X10Ceilin J i 2X10 Ceiling Joist - 16 oc. - ' Rear Wall To Be -2. 10" HB&G Permacast Furred Out To _ - _ -(2) 1 18' LVL Flush Beam _ _ - - 1 - - o Column (Smooth) 2x6 - - - - - - - - - - - o 6' 2x10 Ledg r Beam- I iB Fill-in Existing Door 2z10 Ledger Beam 3'0"X 6'8" B opening Fire Rated Door Provide Steps 2 in New Platform Lwith self-dosing hinges as necessary 14 106' as per NYS. Code New 2x6 �16"oc. Floor Joists � E'-3' WORK NOTES: Platform to be sheathed with r CDX subfloor jC Provide Handrails as per NYS. Code C i i PROVIDE TEMPORARY BRACING / SHORING BASEMENT PLAN- WHEN FEMOVING ANY STRUCTURAL MEMBERS LOWER CEILING PLAN- SCALE: 1/4"= 1'-0" OR CEILING BEAMS. „_SCALE: 1/4 - 1,_0„ j 1 I I I C Provide a 3'-6" Trimmed C opening in center of New B PRROJECT: Vestibule. Verify with owner. Rem Wall To Be Fill-in 3'-6' B Furrred Out To Remove I C , C Note: en Ceiling I Layout I o Ends of Girders and Ceiling Joists are to O O dattem Prior to Installot or s� O LL, I o Ends of Girders and Ceiling Joists are to BILLIN G HAY O O O O O I �� _ Be Thru Bolted to Rafters w/(2) Bolts ------------------of AM Ceil q Joists---------- I ------ o Be Thru Bolted to Rafters w/(2) Bolts I m o __________________________________ LU 17' ------ -- Y 9 9 Jro /-------- N N Note: Verif Celin Li ht Lo ut " 1 10" HB&G Permacast X10 Ceiling Joist 10"HB&G Permocast RESIDENCE Pattern Prior to Installations 10 HB&(� Permocast , I 1 of An Ceiling Joists Column)(Smooth) Column (Smooth) III 2X10 Ceiling Joist - 16°oc. III Column (Smooth) I r---- ---y- 9 , �„ 3 2X8 Girder =—�_ _ = = _ _ = = _ =uL—_ - - _ 3 2X8 Girder J � -------- ( - - i A x V L Flush Beam21Note: Verify Ceiling Light Layout Joist - 1 „ otion oc.PattefnPrio Install s Xeilin=O o tsO oAYCeln9Jois E O O ? TIIIIfIIII�I O 10" HBaG Permacast m 450 5 VANSTON ROAD ADm 2X10 Ceiling Joist - 16oc. m 10 w LU o N W NA AU POINTNEW __A III m o , IEXISTING SCREENED PORCH COVERED EXISTING SCREENED PORCH COVERED CUTCHOGUE, NEWYOR K/ N N PORCH 2X10 Ceiling Joist - 16"oc. PORCH DRAWING TITLE:10* HB&G Permacast I M o f I I i p v III = EXISTING FAMILY ROOM v III )umn smooth 1 I EXISTING FAMILY ROOM 110"HB&GI Permacast I I I (3)2X8 Girder III 2 1 x 9 "LVL Flush Beam Ili,i 3 2X8 Girder I I �---- --------------� Columnl(Smooth) O - - -® _ _ _ __ __ O __' __ _ - - FIRST FLOOR PLANS Note: Verify Ceiling Light Layout/ I ====n irr— ' I Pattem Prior to Installations I i = 10" HB&G Permacast III X1 CeilingJoist - 16'oc. III 10" HB&G Permacost Retar Wall To Be I I of Any Ceiling Joists I —ioo Column (Smooth) Ceiling i Column (Smooth) � o 0 Fuirr 2x16 ed Out To O L-----O--` ---O-------O-----J O i 3 BedThru Bolted tonRaftelrsgwJo is are Bolts O =--_-_ -__-__ __---- _--_-- I --_-___ BedThof Boted to RaftelrsgwJo is are Bolts SET: ISSUED FOR: DATE: i _J Fill-in Existing Door 2 eader Fill-in Existing Door 3'0"X 6'8" , 04 opening 3'0"X 6'8" B opening I DN Fire Rated Door Fire Rated Door B "! _ with self-closing hinges 6' 6' I i Note: Verify Ceiling Light Layout /: Pattern Prior to Installations SEAL: DATE: OCTOBER 11, 2011 of Any Ceiling Joists l' , ,l PROJECT NO: 935-2011 r DRAWN BY: OF NE p W y BDK SJ EF O © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. * F R`tp�� CHECKED BY: l ALL FLOOR V ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT Rn SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT z �` WRITTEN AUTHORIZATION. N oCO '� c? ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A�OFFSSIO P� Al 01 FIRST FLOOR PLAN UPPER CEILING PLAN D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES ur Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ' agencies prior to construction. i o • • D -A o K ASSOCIATES LLc residential & commercial design engineering•consulting 506 Main Street phone: (631 1 767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@aol,com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. 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. i I Note: Fill—in Existing Roof Well At Second i Floor Bathroom window with 2x6's i Note: Provide Flashing at intersecetion of Gambrel Roof and Gable Roof f to insure Roof Shingles will not be Su'ibject to a Critical Bend causing Crackinog in " ll till Shingles. 01 W01 WORK NOTES: I WEST ELEVATIONS I SCALE: 1/4"= T-0" i I Ji . Provide New Second Floor j Bathroom Window using Existing Header. Verify With Owner. klatch all Interior and Exterior trim, 1 PROJECT: I '' �IL BILLINGHAY a RESIDENCE I X31 • 4505 VANSTON ROAD ciao 3 31 NASSAU POINT CUTCHOGUE, NEW YORK 0 iu DRAWING TITLE: ci ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: lum TW3056* SEAL: DATE: OCTOBER 11, 2011 PROJECT N0: 935-2011 l I DRAWN BY: g DEF,Q y0 BDK ��of NEw © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. �0 � CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED n JJD UNDER FEDERAL COPYRIGHT LAW. rrn SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT u� NORTH ELEVATIONS WRITTEN AUTHORIZATION. FoA�o. 0 7 5 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF S1 A201 SCALE: 1/4"= V-0" D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A•K ASSOCIATES, uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. • REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS • Hurricane Strapping 2x8 Ridge RM 30 Year Architectural Roof Shingles D a A a K ASSOCIATES LLC 15 LB Felt 1' CDX Sheathing residential & commercial design •engineering•consulting 2x6 Roof Rafters 506 Main Street phone: (631)767-6071 'Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@aol,com 2x8 Ridge 2x8 Ridge Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC Light Tubes to be Located 2x4 Framing . w,,< .- -:- in Roof one Tubes are at be 30 Year Architectural Roof Shingles OWNERSHIP & USE OF DOCUMENTS: 15 LB Felt 30 Year Architectural Roof Shingles Boxed in to Provide Support 9 and Protection. �" CDX Sheathing 15 LB Felt These drawings and specifications including the 2x6 Roof Rafters }" CDX Sheathing ideas, design and arrangements represented (2)1�"x9�" LVL Flush Beam 2x6 Roof Rafters property therein, are theof D.A.K. ASSOCIATES, LLC, No part thereof shall be copied, disclosed " CDX Subfloor " CDX Subfloor to others or used in connection with any work (2)l x18' LVL Flush Beaim or project other than for which they have been Goly. Carriage Bolts — 0 2X10 Ceiling Joist — 16°oc. —2X10 Ceiling Joist 16"oc. prepared without written consent. 0 o " Galy. Carriage Bolts — AL 2 1 J 0 2x6 Collar Tie — 16'oc. 2 1 .J. Galv. CarriageBolts — - - - - - - - - - - - - - - - - - - 0 (3) 2xl2 w/(2)j° Steel Flitch Plate Header 2 1 C 2X10 Ceiling Joist — 16"oc. o (2)2x6 Top Plates 1 1 1 I (3)2X8 Girder 2x10 cut to Radius Ceiling Joists R-30 Insulation Fiberglass Insulation Provide Crown Molding as Per Owners Specs. (2)1�x9r LVL Header (2)lrx9r LVI.Header — (2)lrx9r LVL Header ((2)lrx9r LVL Flush Beam Hurricane Strapping Azek Wainscot (3)1x11� LVL H eader (3)2X8 Girder 2x Framing 2x Framing All Exterior Trim to be Azek Match Existing Style (Verify with Owner) NEW NEW l EXISTING FAMILY ROOM COVERED 10'ColuHB&mn Permacast c FOYER Column (Smooth) R-19 Insulation ENTRANCE NEW Wall Furred Out to 2x6 Studs— 16"oc. 10" HB&G Permacast COVERED Column (Smooth) (Verify with owner) Provide Siding as Per ENTRANCE Owners Specs. i CDX Sheathing WORK NOTES: R-19 Insulation i 2x6 Studs— 16"oc. Simpson tie—down Rod System 4" P.C. Slab (I i 2x6 Shoe Simpson tie—down Rod System 'See Detail L' To be finished as per See Detail L owners spec �— Provide Flashing j rx18' Anchor Bolts Existing 2x10 Floor Joists— 16"oc, Fxisfin9(3)1x10 Flush Beam 2x6 ACO Sill �"xl8' Anchor Bolts i, Sister Existing Flush Girder with 1rx 9r LVL. 8' Poured Concrete Foundation Wall 8"Poured Concrete Foundation Wall I Compact Fill I I Existing Steel Beam Provide New 1 "x 9"LVL. �16"oc. Floor Joists Ripped to size EPoxied in place rxl2'Anchor Bolts 2'—O"oc. with I AT High Strength Acrylic— Tie Anchoring Adhesive New Floor Joist are to be Extended 9" Beyond „ the Existing Steel Beam Along Side Existing Floor 1 Joists to Raise Floor Area in Existing Foyer Where z Ends of Joists ore Damaged } 16"x 8' Concrete Footing 16' x 8"Concrete Footing EXISTING BASEMENT Existing 2x8 Floor Joists 0 16°oc. are to be replaced with New 1rx 9r LVL. in opposte direction as noted above. 01 i Existing Basement Existing Steel Column Existing Basement B CROSS SECTION I i SCALE = 1/2"=1'-0" i i ; PROJECT: Note: Verify Light Tube Layout / BILLINGHAY Pattern Prior to Installations CDX Sheathing of Any Ceiling Joists RESIDENCE I (2)2x10 — 16"oc (2)2x10's (2)lrx9r LVL Header 4505 VANSTON ROAD (2)1 "x18'LVL Flush Beam NASSAU POINT R-30 Insulation Fiberglass Insulation cv (2)l x9j"LVL Header "CDX Sheathing CUTCHOGUE, NEW YORK CROSS SECTION A (2)lrx9rLVL Header (2)1x9" ' LVL Header Note: Verify Ceiling Light Layout / PatternPrior to Installations IR-30 Insulation Fiberglass Insulation of Any Celing Joists DRAWING TITLE: SCALE = 1/2 =1 —0 (3)l xllr LVL Header CROSS SECTIONS I z� s�—o • z� z- I SET: ISSUED FOR: DATE: I r+la] 1 i EXISTING FAMILY ROOM S EAL: DATE: i, j OCTOBER 11, 2011 PROJECT NO: 935-2011 © DRAWN BY: COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OF NEW BDK y CHECKED BY: PLANS MAY NOT BE REIPRODUCED WITHOUT ��``S DEF0®, JJD WRITTEN AUTHORIZATION. �� HEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF n w D.A.K. ASSOCIATES, LLC. Z A301 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE N`O � j CROSS SECTION C PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ARoFESS$E P�' SCALE = 1/2"=1'—O" Acceptance of these drawings does not authorize the right to build without the authorization DOB NUMBER: of of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such JAMES J DEERKOSKI P agencies prior to construction. ® D•A•K ASSOCIATES,ix 1