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HomeMy WebLinkAbout39810-Z(THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39810 Date: 5/28/2015 Permission is hereby granted to: Quinn, Robert & Quinn, Patricia 17 Jamaica Ave Plainview. NY 118033419 To: Addition to an exiting single family dwelling as applied for. At premises located at: 625 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot # 78.-2-8 Pursuant to application dated To expire on 11/26/2016. Fees: 5/14/2015 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $233.60 CO - ADP144QN TO DWELLING $50.00 $283.60 Building Inspec or TOWN OF SOUTHOLD . BUILDING DEPARTMENT TOWN CLERK'S OFFICE ��, • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39810 Date: 5/28/2015 Permission is hereby granted to: Quinn, Robert & Quinn, Patricia 17 Jamaica Ave Plainview. NY 118033419 To: Addition to an exiting single family dwelling as applied for. At premises located at: 625 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot # 78.-2-8 Pursuant to application dated To expire on 11/26/2016. Fees: 5/14/2015 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $233.60 CO - ADP144QN TO DWELLING $50.00 $283.60 Building Inspec or 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 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" 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 Cop�-Certificatee of ccupancy - $.25 4. Updated Certificate of Occupancy - $50.00 Date. 05_-1Z-�� New Construction: ,X Old or Pre-existing Building: (check one) Location of Property: (� g LF_�IIV l R V,. 5­oj I H -Qt -b House No. Street Hamlet Owner or Owners of Property: -90W, -c Q j, til" Suffolk County Tax Map No 1000, Section °% Block Lot 0 Subdivision Permit No. Filed Map. Lot: Date of Permit. Applicant: Robe2f- QV,'iJ Health Dept. Approval: NPP Underwriters Approval: Planning Board Approval NN Request for: Temporary Certificate Fee Submitted: $ Final Certificate: iC (check one) App icant ignature FINAL 0.0 O rn ,. i. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL , ,; , : ; S; ';f,Board•ofHealth SOUTHOLD, NY 11971 .4; sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 p. —,s Survey. SoutholdTown.NorthFork.net PERMIT NO. 0 Check ,Septic,Form - N.Y.S.D.E.C. Trustees C.O. Application a Flood Permit Examined , 20;,; ; : Single & Separate Sfo"rin-Water:Assessine`nt Form 1__�( Contact- r '.. Approved , 20 Disapproved a/c Expiration I , 20 � to ED MAY 7 4 20 I°7 3•i�t�jFlicA- �y£. Phone PLA ti -A V, a.w N y 11603 W,3'7 cell . , ... .__ _ .�•g' sg otos .Y l _ LICATION FOR /ILDING•PERMIT __...._ . 05- -/Z , 20 /5- Date I __.__._.. -- .PT - - • :INSTRUCTIONS 'j •� Ye eamr letely filled in byitypewriter; 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','t 'd -Building Inspector will i'ssue'd Building'Permit•to the"applicant: Such'a permit shall be kept on "the premises available, for inspection throughout the work e. No building shallrbe occupiedor"use'd'in-whole ornipart-forlanpurpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permitcsMll expire_if the_work authorized-has_not commenced,within.1.2 months after the date of . issuance or has not been completed'Within 18 months from such.date.�df no zoning amendments or other_ regulations affecting the property have been enacted in thp,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'." k (Signature of applicant or name, if a corporation) E (Mailingladdr ss of applicant)'' �� g State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ow a rF1L Name of owner of premises If applicant is a corporation, C</ - 6? clt'Ally (As on the tax 'roll or latest deed) of duly authorized officer (Name and title of corporate officer) Builders License No. I A Plumbers License No. A7 Electricians License No. T 4. us . Other Trade's License No. 71 r1F_ 1. Location of land on which proposed work will be,done: House Number - Street, County Tax Map No. 10'00 Section �7c9 Hamlet Block •, Lot K 3 Subdivision Filed Map No. Lot State existing use and occupancyof premises and intended use and occupancy of proposed construction: a. Existing use and, cupanby rt -s ioEa—w j A k-- ' b. Intended use and_occuparicy 4,— tri At- Nature of work (check which`applicable): New Building Addition �f Alteration Repair Removal. Demolition Other Work _ (Description) Estimated Cost Fee _ (To be paid.orrfiling this application) 5. If dwelling, number of dwelling units /Y6 Number of dwelling units on each floor %l. 4 If garage, number of cars NA _ 6. If business, commercial or'mixed occupancy, specify nature and extent of each type of use. /rrA . 7 r rr a ►, Dimensions of existing structures, if any: Front J�-i'3 Rear Height /6- `Z Number of Stories Depth Dimensions of same structure with alterations or -additions:- Front 6-$ 3 Rear Depth 5-1 3" Height /S`=' '` -'`'`'"`''i Number of Stories 1 Dimensions of entire new construciio'n Front ` _ I %= i.1, , •' } rT : `Rear A l-1' � Depth Height Number of Stories % ;� } YA 9. Size of lot: Front mc)", Rear .-4-149P4 , kQ; Ti:,,--, iDepth /5-0,875 10. Date ofPtirchas'e �;=iNariie ofFormeiO.vvner 1 a,, ,r' 'i''' w 11. Zorie'or use dlstllctin wliicli premises 'are '`sittiateCd'"'"" iI {j 1 i':, I t r.l fj t iii Al 3 1 r.t ' 12. Does proposed construction violate dny zoning law, ordinance or �egulatron? YES , NO „ 13. Will lot be re -graded? YES NQ Will; excesslfilltbe;removed from premises? YES:; NO is a -A MA%c Pa A %/F— ; PLA1NdiF.-W 1L'Y 14. Names of Owner, of premises IZoberT< C�v,acn�'. -} -Address Fa , l�M�phone:No ' y3-co8�(.Name,of Architect,bAx PSsoa-, Address Po.r dL Name of Contractor, `>Pliorie No.-' ' 15 Is this property within' 100 feet 6f6 trdal,wetlarid'oi a freshwater wetland? *YES '' NO X F YES, SOUTHOL'D'TOWN' TRUS_ TEES &'D'E.C. PE'kMlTS,MAYBE`REQUIRED' b. Is this propertywitliin 3 "' `� )( ` 00 feet' "of a'tidal .wetland? ;;* "YES NO * IF YES, D.E.C. PERMITS MAYBE '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 andirestrictions with respect to this property? * YES NO is * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ;5u Fla K010eE being duly sworn, deposes and, says -that (s)he is the applicant (Name of individual signing confiact)' above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed. the said work and to make and file this' application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. _ Swornq before me this l day of V V 20�_ ICKI T01'1-1 a _ Notary Public Notary PutiticNew York Signature o Ap, licant No. 01`i06190696 Qual flied in Suffolk County Commission Expires July 28, 20 �CQ Scott A. Russell °SUF STO]KI�W WA\T]EIK SUPERVISOR o � r �T I��][A\I� A\ G ]EI��1[]EI� T SOUTHOLD TOWN HALL - P. O. Box 1179 53095 Main Road- SOUTHOLD, NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF 'I'I-1tlE FOLLOWING: Yes I No (CHECK ALL THAT APPLY) ❑ MfA`; Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E]/B'. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Site preparation on slopes which exceed 10 feet vertical rise to ,� 100 feet of horizontal distance. E]L'J D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑. Site preparation within the one floodplain as depicted on FIRM Map of any Ywatercourse. ❑�F Installation of 46w or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Pr y Owner, Design( Professional, Agent, Contractor, Other) NAME: Wfim) lSigrtew�rc)) Contact Information: N./�/ Y— (A 4 37 Property Address / Location of Construction Work: 62Y 6 LENN R® SN—i 14Ot_6, N r7 FORM * SMCP - TOS MAY 2014 S.C.T.M. #: 1000 Date: District Q� �y Section Block Lot > *** 17OR Cat! ILD1:NG DEPAR 17N"lEN .F USE Ox!1_.1' 41,-" Reviewed By: Date: tn"App,oved for processing Building Permit. Storm ater Management Control Plan Not Required. ❑Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) o�as�,F�otk�P Town Hall Annex G Telephone (631-1802 54375 Main Road Fax (631) 734-9502 P. O. Box 1179 � Southold, NY 11971-0959 y BUILDING GEPARTMENT NOTICE OF UTILIZATION .OF::TRUSS TY ,.E CONSTRUCTION- PRE-ENGINEERED WOOD'CONSTRUCTION AND%OR TIMBER CONSTRUCTION Date: Owner:_�j't"��" t Location of Property: Please take notice that the (check pplicable'llne): ' f .f New residential structureC, Addition to eAstin : residential structure Rehabilitation to: an -existing. residential structure 3 ? ` to be constructed or performed at the 'subrect pr'©'perty ;reference above will utilize (check applicable line): :_- Truss type construdtioia.(TT`):.; .�._::: - * ..�s U S� ISS I ®c (LAMS X Pre-engineered Wood;,construeticrn':(P111/):` - y Timber construction -(TC) in the following location(s) (check applicable line): X Floor framing, includingiglirders..and bdams (F) Roof-frariiing.(R). Floor and roof t'raming (FR) Signature: 1 Name (pe.rson :stb.rittirg'this forti):osJo Capacity (check applicable line): Owner Owner representative TrussResReg15.docx Effective 11112015 6" DIAMETER RF_t4jEQTIY,E. READ,.. '-­-'_;PAh`T ON E - ROMAN ALPHANUMERIC...*.,. DES IGNATI 6N lbi:�'C(A 9t -RU CTI ON 64SEC-fION"602OF THE BUILDING CODE OF NEW YORK STATE T- ' -AR 'p :.'QQ.M .ON,F ,#X,3jHA 0 :" k6s's` CdR,§T­RUGfI "F" FLOOR FRAMING,, IMCLUDI.,NG'. GIRDERS AND QEAMS�.' -FR. i;4-6VR TRU S S 084"FIRCA.- ON., SIGN jcollitpu.AN(:)-=WTH19W.CRRPART-.,:1-265SA,--i:.- CODES qlMl!jlqq _fl ON SIGN DATE -008/2 DWVFLE TRUSS I DB�Ifl Fl CA ti NEW YORK ST TEDEPARTMENT OF STATE DIVISION -OF CODE EN FORCEM ENT 1) EPARTU E T.'-ff M�Tgl S AND ADMINISTRATION TOWN, 'OF --S0UTH0L.D,,, PROPERTY RECORD CARD OWNER STREET 'VILLAGE DIST. SUB. LOT O/U. NVV� 6-/v qv IV ORMER 0 N E ACP S w TYPE OF BUILDING RES. SEAS. /TVL. FARM comm. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE' REMARKS 0 3- t) 0 1�j �,,g 1a .66 7441, -0—, )4 `704 , �ZO L�osrlV lc2�?D boL?=k,1 �7) ��Lki a v) $1 AGE BUILDING'CONDITION = -,, — d'," 5 I -n ajj 4,0'e' Joo 412- 0 21 "3 3p�,t' 1?—,2 "han NEW NORMAL BELOW ABOVE B p FARM Acre Value Per Value Acre Tillable I Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER, Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK 7 - ?•! }-s`V r= S -DN IAVS S P_; CI: ANdd WCO a-ib�� =�}�. ; �'�C. 3 'Sri ; ` ., • ,; ;` , {--. �.- ._ _ �� --s � --- > i �1 `MOH.Sl fIOS AC NMO-L o Z7'd fir-;- Xy_L ,Co RION �- NN`��. t SA ! �JQ br r IV MSN , G -•t � I � r • tea= . ( - OH-21zi 1.23ouS l 7f�0"}� 'c7�hiOJ b OD Vnbosq=rosuopra.97,q of "qL.ie' iSM.4 IOU -WE 3013vie-1eng -uopM -PSu€ 6umuas eti Eo saau6mm m o4 PLM uoaray pop{ uogrlmm 6w" ptat l? fetul9 U mos •Aue isoo efAt eta C4 Maq SN 00 pjV 'Piudaid sl AOAJngOLP ujq Waisd &gots uuu pt4s u0t pemolput soattaMo *Ado* irtrt MvAve4 os eq jou lip M" pmogwa JO t9 Pis! s+xibenms PUVJ" Mrl uole*MP3 "M wok)"N MRjo 80Z'L uopes #o uogslorn s W A"rf% WtA of LKPPM so uagWalpi pawn 7f�0"}� 'c7�hiOJ REScheck Software Version 4.6.1 Compliance Certificate Project Quinn Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 625 Glenn Rd. Robert Quinn Brett Kehl Southold, NY 11971 17 Jamaica Ave DAK Assoc. LLC. Plainview, NY 11803 PO Box 1675 516-882-6637 Southold, NY 11971 0.077 631-433-9084 e • • UA trade-off Compliance: 11.5% Better Than Code Maximum UA: 26 Your UA: 23 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 84 30.0 0.0 0.035 3 Wall 1: Wood Frame, 16" o.c. 152 15.0 0.0 0.077 12 Wall 2: Wood Frame, 16" D.C. 56 19.0 0.0 0.060 3 Window 1: Wood Frame:Double Pane with Low -E 8 0.290 2 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 84 30.0 0.0 0.033 3 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The osed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in RESche Ve ' n 4.6.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. '- , D � � Name - Title Signature Date *►e pF NEW Yp pEEF? !'RO_FE Project Title: Quinn Addition Report date: 05/12/15 Data filename: G:\SanDiskSecureAccess\USB 03-28 4\USB20FD (F)\Berman, Roy\Final PDF Page 1 of 1 folder\Quinn.rck TRUSS PLACARDING REQUIRED GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTIONC 0 N T R A C T 0 R N 0 T E S1. GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND / LO� `�-General Notes:REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. TES: wood: RCTAIN STORM WATER RUNOFF GENERAL NO 2. FIRE SAFETY: PURSUANT TO CHAPTER 236 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 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 "1-oSi-G7RED IN A D °A° K ASSOCIATES LLC FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. residential b, commercial design •engineering •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 506 Main Street phone: 16311 167-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES nt p a. All trusses shall be "shaped" as shown on architectural cross sections, MATERIALS ARE TO BE KEPT AWAY FROM HEAT. OCCUPANCY OR p MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boco number and shall be manufactured by a registered manufacturer. Westhampton Beach, New York 11918 fax: 631 46ol.com 3. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED " IN ADEQUATELY VENTILATED SPACUSE IS UNLAWFUL E -Mail: CArm8888�aol.com SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoski,Arm&KehlAssociates,LLC• formerly East End Design Associates, LLC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 4, THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKINGOTHOUT CERTIFICATE OWNERSHIP & USE OF DOCUMENTS: 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 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 ()rDOI(C MI' v1MABLE 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 CY 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 represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. - LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better, 3. DUST CONTROL: to others or used in connection with any work 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: or project other than for which they have been PLUMBING, ELECTRICALS, ETC. 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. 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 THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE r)�?, I►-� r.i^n��••� g, ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN �°�' ' `�j�'TL` �'� 1-'•�" i k THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. ELECTRICAL a. Laminated Veneer Lumber (LVL): AAr���� �v. •fie c.^n.- �/s�ry 13 DATE:!!S E;.P. , /� @QV��Eh� l G��Y. v'i'a�,'�tl 1,1���� �v g_ THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: FEE: Q2>3 ._ FY: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI A CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, NOTIrY BUILD N"': L:_' r'r? I .1ENT AT Fb 2600 PSI = 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. FOLL&,2 8ft'i TO ION' F:)3 T!!� FOLLO'',"'d!NG INSPECTION'S: 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 1. FOU:1,,DATION - TWO REQUIRED LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM do KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS FOR POUTED CCINCRETE WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 2. ROUGH - FRAMING R PLUMBING INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 3. INSULATION 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. 4. FINAL - CONSTRL,!CTION MUST RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN BE COMPLETE FCR C.O. REGARD TO CONSTRUCTION MEANS METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ALL !REME CONSTRUCTION SHALL. SOF THE 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 REQUIREMENTS OF THE CODES OF NEW HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. YORK STATE. NOT RESPONSIBLE FOR ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY 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 DESIGN OR COINSTRUCTION ERRORS. 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH 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 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 SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: 15. INSURE A WORKING SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ARE INSTALLED AS PER NYS CODE. Ct DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE JULY 27, 11,t_'(� ' THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY •�, v,r I i Hi ;1LL CC,D�S OF AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR AUG' I t_WT 1URK STATE it & TOWN CODES FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER, THE BEGINNING OF WORK SHALL INDICATE .SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. AS REQUIRED Aft!�-eN9410 I5 OF ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. sl T nTflt1 u�cn 7 PROVIDE SINGLE AD MULTIPLE -STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS v� `r'r SINGLE AND MULTIPLE -STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE nr nIr%er vnnv c-Tn Tr n nin rr it n urnrn n K r.-.nrrr DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. I i-vivtuL-n L"Lan Ilr-ICsfi II(J/V ON LEAD CONTENT BEFORE PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN'ENGINEER TO HAVE A CAPACITY CERT/FICA TE OF OCCUPANCY (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CAS USES(s) AND OCCUPANCY CLASSIFICATIONS) GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER I DESIGN TEMP. ICE SHIELD UNDERLAY- MENT REQUIRED I FLOOD HAZARDS I WIND EXPOSURE CATEGORY PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA yr IVLVV i vr\r\ rlrvv IFIL. P1IVICRIIJ/11V f VrCLJ 1 a r -Mr -r R Ar ac r -A) 400D r mHlVlt CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D! IIAADCn nrnr�ri�w-r.�.. SPEED (mph) WEATHERING FROST LINE DEPTH TERMITE DECAY NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 20 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. I i-vivtuL-n L"Lan Ilr-ICsfi II(J/V ON LEAD CONTENT BEFORE PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN'ENGINEER TO HAVE A CAPACITY CERT/FICA TE OF OCCUPANCY (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CAS USES(s) AND OCCUPANCY CLASSIFICATIONS) TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT USE OCCUPANCY EXTERIOR BALCONIES RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDING, EXTERIOR BALCONIES 60 THE VERTICAL DISTANCE DECKS (f) 40 FROM GRADE PLANE TO PASSENGER VEHICLE GARAGES (a) UNLIMITED AREA THE AVERAGE HEIGHT ATTICS WITHOUT STORAGE (b,e) 3 STORY OF THE HIGHEST ROOF ATTICS WITH STORAGE (b,e) AS PER TABLE 503 SURFACE = 12'-3" ROOMS OTHER THAN SLEEPING ROOMS 40 AS PER SECTION 502 OF SLEEPING ROOMS 30 THE BUILDING CODE OF STAIRS 40 (c) NEW YORK STATE. GUARDRAIL AND HANDRAILS (d) 200 (c) TOTAL HEIGHT FROM RIDGE TO GRADE 15'-7" USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 20 20 performance of the entire system, a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 - POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 625 GLENN RD. I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER E• SOLDER USED IN WATER NA EX. BASEMENT SUPPLY SYSTEM CANNOT SHEATHING NOTES: NA NEW FIRST FLOOR ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO EXCEED 2110 OF I%LEAD. NA NEW SECOND FLOOR FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NEW BALCONY NA LOFT (1) SHEATHING TO BE NAILED TO CCA SILL ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE PLUMBING ALL PLUMBING WASTE & %%LATER LINES NEED TEST"-IG6EF07,ECOVERING NO SUBSTITUTIONS ATTIC (GARAGE)(a) NA All framing hardware shown on these plans, PROJECT: SCREENED PORCHES NA unless otherwise indicated, is Simpson Strong -Tie, ADDITION NEW DECK NA No substitutions are approved or authorized, NA COVERED ENTRANCE NA Due to the relationships of framing hardware to TO THE ACCESSORY STRUCTURE NA the other components of the structure, any framing QUINN ,CHECKED BY: I JJD SHEET NUMBER: hardware substitutions wilt render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and RES I D E N C E performance of the entire system, a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000 - POUND LOAD APPLIED OVER A 20 -SQUARE -INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 625 GLENN RD. I LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300 -POUND CONCENTRATED LOAD ACTING ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER NA EX. BASEMENT OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ROOF DRAINAGE CALCULATIONS: STRESSES. DRAWING TITLE: d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10.1. ROOF AREA = 84 sq/ft GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ROOF RUN-OFF CALCULATION I TABLE R402.2 V= A x R x c MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A = 84 sq/ft AREAS OF STRUCTURE DECK TO BE REMOVED NA NEW CRAWL SPACE NA EX. BASEMENT NA EX. FIRST FLOOR NA NEW FIRST FLOOR 84 SQ FT EX. SECOND FLOOR NA NEW SECOND FLOOR NA NEW BALCONY NA LOFT NA ATTIC (HOUSE)(a) NA ATTIC (HOUSE)(b) NA GARAGE NA ATTIC (GARAGE)(a) NA BONUS ROOM NA SCREENED PORCHES NA 4 SEASON SUNROOM NA NEW DECK NA COVERED PORCHES NA COVERED ENTRANCE NA POOL HOUSE CABANA NA ACCESSORY STRUCTURE NA RAMP TO DECK NA ,CHECKED BY: I JJD SHEET NUMBER: THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ssvA G 1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL Acceptance of these drawings does not authorize the right to build without (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) g g y the autharilation of local governing a CIICICS, SUCK as Suffolk Count Dept DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE Construction. © D•A•K ASSOCIATES, LLC (b) WITH STORAGE EI MINIMUM SPECIFIED R = 2" RAINFALL = .17 ft COMPRESSION STRENGTH (a) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) C = COEFF. = 1.0 BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ssvA G 1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL Acceptance of these drawings does not authorize the right to build without (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) g g y the autharilation of local governing a CIICICS, SUCK as Suffolk Count Dept DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE Construction. © D•A•K ASSOCIATES, LLC (b) WITH STORAGE EI R = 2" RAINFALL = .17 ft SET: ISSUED FOR: DATE: C = COEFF. = 1.0 V = 84 x 1 x .166667 = 14 0. 14 CU. FT / 8.73 CU.FT./ VERTICAL FT. = 1.6 V.F. USE (1) 4' DIA. POOLS S-6„ DEEP = 30.5 CU. FT SEAL: DATE: ALL LEADERS ON ADDITION TO BE PIPED TO NEW MAY 12, 2014PROJECT No: 970-2014 4' DIA. x 3.5' DEEP LEACHING POOL WITH COVER. THE ABOVE ROOF ADDITION IS CONSIDERED TO BEA DE MINIMIS ADDITION IN COMPARISION TO THE ENTIRE STRUCTURE. THE EXISTING HOUSE HAS A FLAT ROOF AREA OF APPROX. 2251 SQ/FT. © COPYRIGHT 2015 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION.., ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. N OF NEkL �P - s D { fF o P� R`�0 � _ -� * j,• w u�o tiar,2 DRAWN BY: BDK ,CHECKED BY: I JJD SHEET NUMBER: THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ssvA G 1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL Acceptance of these drawings does not authorize the right to build without (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR -ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) g g y the autharilation of local governing a CIICICS, SUCK as Suffolk Count Dept DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (a) WITHOUT STORAGE Construction. © D•A•K ASSOCIATES, LLC (b) WITH STORAGE EI SIMPSON STRONG -TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION / EIGHT OJ !Sd NAIL TWO ad NAIL INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHT" DOUG -FIR LARCH SO. PINE UPLIFT INTO STUD LFTA ALLOWABLE A 1.2 LOAD FASTENERS LATERAL WITH MODEL GA UPLIFT UPLIFT (133/160) CODE NO. TO TO TO AVG NAILS NAILS REF. RAFTERS / PLATES STUDS ULT. (133) (160) F FZ (133& TRUSS 1 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION H7 16 4-8d 2-8d E -8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ALLOWABLE UPLIFT LOADS (133) H6 16 E -8d 8-8d 3983 915 950 650 5, 44 FASTENERS ALLOWABLE UPLIFT LOADS (133) DIMENSIONS (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER CODE LENGTH OF BOLT IN WOOD MEMBER MODEL N0. GA IMAX. = LFTA LFTA REF. CLEAR ULT. WIDTHSPAN L QTY DIA 1J" 2" 21" 3" 3}" F14- 2" 2�" 3" 3�" LFTA 16 21" 17" 381" 16-1Od — 4200 1205 1400 5, 44, 85 DOUG -FIR LARCH / SO. PINE FASTENERS 2 ALLOWABLE UPLIFT LOADS S MODEL L AVG 10d 10d x 1}" CODE NO, ULT. REF. 10d 10d x 1J' (133 / 160) (133) (160) 16 14-10d 14-10d x 11" 3116 1000 840 1000 3, 41, 128 20 14-10d 14-10d x 1J•' 3116 1000 840 1000 3, 41, 128 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 DOUG -FIR -LARCH MTS16 MTS20 LST20 TYPE OF DIRECTION SO. PINE CODE ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ N0. TION (100) (125) 160 G 515 645 670 LTP4 5 J 1 515 645 670 6, 39, 97 H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""' (DF/SP) (133) HOLDOWN HOLDOWN MODEL AVG DEFLECTION AT HIGHEST OEFL.ECT10N AT HIGHEST CODE REF. STUD LENGTH OF BOLT 2.3 NO BASE BODY 4 ANCHOR MACHINE BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE GA GA HB SB W H B SO CL DIAs• a DESIGN LOAD DESIGN 1 �' 2" 1 24" 1 3" 1 3J" 53" QTY DIA LOAD WHEN RAISED OFF THE SILL PLATE H02A 16 12 4'a" 21" 2J" 8" 2f}" i" 1 J' 2 1' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG DF / SP CODE W L STUD' PLATE ULT. (133) (160) REF. SP4 3a" 71" 6-10d x 1' — 2917 735 885 7, 40, 127 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 100008 (133) (160) REF. LSTA21 20 1 21 16-10d 905 1205 1 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE GA W L NAILS 100008 (133) (160) NO. REF. MSTA24 18 1 " 24 - 1025 1370 1 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. L (LENGTH END, L GA CUT LENGTH (TOTAL) 2 (100) (133 / 160) SPACING oC. REF. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2rI" 7, 40, 90 DIMENSIONS FASTENERS ON. -FIR AR H PIN A WA A MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES 10, t6d ULT. (133) (160) 10d 16d 10d 16d ted I 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 31" 41" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 HUS210-2 14 3J 9r}" 2 8-16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 DOUG -FIR LARCH SO. PINE ALLOWABLE LOADS LATERAL UPLIFT FASTENERS UPLIFT CODE MODEL AVG (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES I TO STUDS (133) (160) F 160 HGAI 4-SDS}"x3" 1523 435 435 1165 940 USE A MINIMUMATHIS TWO Id NAILSSIDE OF TRUSTOTAL FOUR 8d NAILS INTO TRUSS USE A MINIMUM OF TWO 8d NAILS THIS SIDE OF TRUSS. TOTAL FOUR 0 2d NAILS INTO TRUSS PLATES�! m� / EIGHT OJ !Sd NAIL TWO ad NAIL INTO INTO STUD Simpson Strong -Tie PLATES H7 EIGHT" Id NAIL INTO STUD LFTA I ETA FI DETAIL "A" Simpson Strong-Tle H7 Floor -to -Floor Connections MTS16 MTS16 I 1 T1 ) A DETAIL "C11 Simpson Strong -Tie Floor -to -Floor Connections USE A MINIMUM OF - TWO id NAILS THIS SIDE OF TRUSS. TOTAL FOUR Id NAILS INTO TRUSS — j- SIMPSON TAKE-UP WASHER / ARTJ"x12 HD2A DETAIL "D” Simpson Strong -Tie ROD SYSTEM IUT WASHER NAT<�'�n I T<7'on SP LSTA H6p5on azrong-Ile DETAIL 711 DETAIL 11G11 I I' FI Equal nL, specifiec e( PROVE) SIDE OI AND or Simpson Strong -Tie HGA10 DETAIL "K" L.Jlb DETAIL 1'H11 SIh Str F DETAIL "I" DETAIL "J" STU 8"- %SIMPSON TAKE-UP WASHER �ART8"x12 DETAIL "L" N JP WASHER 'LER NUT 5 J $„- IPSON <E -UP WASHER D o A o K ASSOCIATES, LLC residential i, commercial design • engineering • consulting 506 Main Street phone: (6311767.6071 Westhampton Beach, New York 11978 fax: (631) 466 - 3354 E -Mail: CArm8888^aol,com Deerkoski, Arm i Kehl Associates, LLC • formerly East End Design Associates, LLC )WNERSHIP do 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. WORK NOTES: ECT: ANCHOR BOLTS ADDITION TO THE QUINN RESIDENCE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong -Tie, No substitutions are approved or authorized. Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor assuming responsibility for the design and performance of the entire system, 625 GLENN RD. SOUTHOLD, NEIN YORK DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS STRONG -TIE DETAILS SET: ISSUED FOR: DATE: F�� 0 �a rn s "o W c; • 1 IY \A ° 072 �FFSSIONP�'� JAMES J DEERKOSKI, PE © D • A - K ASSOCIATES, uc MAY 12, 2014 PROJECT N0: 970-2014 DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: G2 NUMBER: 2x6 Top Plates Match Existing Siding 30# Felt 2x6-16" oc Wall Stud; 1/2" CDX 2x6 Sho Simpson stroppin FRONT ELEVATION 11 „ ,.. , - ,,,,,, ,,,,,,,,y SCALE: 1/4" = V-0" Match Existing Roof Shingles 30 LB Felt (provide ice and watershield at all vel,eys, hips, starter and ridge locations) r CDX Plywood Roof Sheathing Provide Hurricane Stropping as Per NY State Code 2x6 Rafters @ 16"oc. 2x4 Top Plates R-15 Ins. Notch Existing Siding 30# Felt 20-16" oc Wall Studs 1/2' CDX 2x4 Shoe Simpson strapping 2)134"x 7J12 LVL Box Beam (match existing) N6 ACO sill plate Tx18" anchor bolts 1"CMU. foundation CA" cont. footing din. 3'-0" below final grade RIGHT SIDE ELEVATION p,a _ SCALE: 1/4" = V-0" CROSS SECTION rA-� CROSS SECTION � SCALE: 1/2" = 1'-0" 201 SCALE: 1/2" = 1'-0" 201 NOTE: SEI: ISSUED FOR: DATE: ALL ANCHOR BOLTS ARE TO HAVE 3"x3" BASE PLATES TO BE USED AS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. BAYS PARALLEL TO EACH OTHER FROM © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9Y" LVL HEADERS EACH END OR SIDE OF HOUSE Match Existing Roof Shingles 30 LB Felt (provide ice and watershield at all valleys, hips, starter and ridge locations) r CDX Plywood Roof Sheathing 2x4 Kneewoll 26 Rafters @ 16"ac. Provide Hurricane Strapping as Per NY State Code Match Existing Fascia / Rakes 16" Vented Soffits (Match Existing) 2x4 Top Plates R-15 Ins. dutch Existing Siding f0# Felt ?x4-16" oc Wall Studs /2" CDX D oAo K ASSOCIATES LLc residential & commercial design • engineering • consulting 506 Main Street phone: (631) 767 - 6071 Westhampton Beach, New York 11978 fax: (631) 466-3354 E -Mail: CArm8888'claol.com Deerkoski, Arm & Kehl Associates, LLC • formerly East End Design Associates, LLC NERSHIP ac 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. ECT: ADDITION TO THE QUINN ! RESIDENCE >impson scrapping mpson x 1Y" LVL Floor Joists (match existing) A ACO sill plate 'x18' anchor bolts 625 GLENN RD. SOUTHOLD, NEW YORK "CMU. foundation DRAWING TITLE: 6"x8" cont. footing ELEVATIONS lin. S-0" below final grade & CROSS SECTION 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, LLc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies Drior to construction. SEI: ISSUED FOR: DATE: SEAL: DATE: MAY 12, 2014 PROJECT NO: 970-2014 © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. OF Nth, C_ S 3. DEfy0_1 <r�' 'A'E0 m .•c• w N-;•Y�w� . 07 A RCFESS ON DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: A201 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. IIDUB NUMBER: UI - 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, LLc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies Drior to construction.