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Home My WebLink About42506-Z SUFFOL,Qo�� Town of Southold 4/25/2019 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40342 Date: 4/23/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1245 Sleepy Hollow Ln., Southold SCTM#: 473889 Sec/Block/Lot: 78.4-10.15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/20/2018 pursuant to which Building Permit No. 42506 dated 3/30/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS (NO BEDROOMS)WITH SECOND FLOOR STORAGE ONLY (NON-SLEEPING)TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Mathers,Allen&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42506 10-11-2018 PLUMBERS CERTIFICATION DATED 11-17-2018 s Fra uth d Signature �SOFEn�q.. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. . V 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#: 42506 Date: 3/30/2018 Permission is hereby granted to: Mathers, Allen 111 Cherry Valley Ave Ste 516 Garden City, NY 11530 To: construct additions and alterations to existing single family dwelling as applied for. At premises located at: 1245 Sleepy Hollow Ln., Southold SCTM # 473889 Sec/Block/Lot# 78.-1-10.15 Pursuant to application dated 3/20/2018 and approved by the Building Inspector. To expire on 9/29/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $411.20 CO -ADDITION TO DWELLING $50.00 Total: $461.20 Bui g Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL E ' 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. O3 -20 —,;2-01New Construction: Old or Pre-existing Building: V/ (check one) Location of Property: 1AJC ) P jD A dp l 10 Lo 5DAL House No. �T� Street Hamlet Owner or Owners of Property: l"`4rL!j d — nLSuffolk County Tax Map No 1000, Section -7(0 Block Lot LQ, IS— Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ Ap ignature OF SOUr�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road e� Fax(631)765-9502 P.O.Box 117roper.richert@town.southold.ny.us Southold,NY 119711-0959 40U I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Allen Mathers Address: 1245 Sleepy Hollow Ln City: Southold St: New York Zip: 11971 Building Permit# 42506 Section. 78 Block 1 Lot 1015 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Solid Electric License No: 45914-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attib Garage INVENTORY Service 1 ph Heat Duplec Recpt 29 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 14 Twist Lock Exit Fixtures TVSS Other Equipment. 1-bath fan, 4-paddle fans Notes Inspector Signature: Date: October 11 2018 81-Cert Electrical Compliance Form As so Town Hail Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 - t Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIEICATION Date: G Building Permit No. ` - Owner: ALl4N (Please/print) -- = Plumber: �2�� -- (Please print) I certify-that the=solder`used in the water supply system contains"les-sAhan 2/_1.0.of-1% lead. - =- -- - _--- _- 911 (Plumbers Signature) _ Sworn to before me this zry is -A'Itj�L . day of 20 f Notary Public, 1�' 5 County, ; al MAR 1 9 2019 JOHN E.STUMPF NOTARYPoU O 15.6 52551C.state of NewYork j• r . Qualified in Nassau county �- TOWN OF SOuTzl d. �d1�►rnis9lon Expires September 18,20y �• ��OF SOUI'yo h� IrO * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm�F`' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: dl! .e DATE_ INSPECTOR � how*Of SOUTy�� f TOWN OF SOUTHOLD BUILDING DEPT. `ycourme 765-1802 INSPECTION- [\�/Y4 UNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6�h r1vp� "V- t)fmRr�, a %-%,. 0 a �htr �� ah ►' Av/ Co Qn4,,r,,s DATE g INSPECTOR OF 50UT # # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm N 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: cc fzoilm J 1111 DATE INSPECTOR �o�aOF SOUTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycouto, 765-1802 INSPECTION. 4z<o � [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ANSPECTOR ho�aOE 50Ulyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '' FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A"] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r-, 0 DATE INSPECTOR < FSO 0 Uly�lo # TOWN OF SOUTHOLD BUILDING DEPT. Quo, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,( .401 G ' ;S (Mky . Y ! O • t DATE INSPECTOR _ John E. Stumpf PC. Architects • Engineers • Land Surveying 725 Franklin Avenue Garden City,N.Y. 11530 - PHONE: (516) 877-0400 - --FAX: (516)746-8622 -_httD://www.blv_dt)lan.com Nov 4 201$ Dept of Planning and Development Town of Southold 54375Main Road Southold NY 11971 Att Mr John Jarski Sr Plan examiner RE Permit 42506 1245 sleepy hollow lane southold 11971 Insulation Certification as follows Attic/Ceiling second floor r-30 Battinsulation Exterior walls r-21 closed foam Crawl space floor above r-30 fiberglass batt Box sill band joist rim joist. r-21 closed cell foam All fire caulking to NYS code Sincerely Yours, _ John E Stumpf P T'fiY1 0V - , DD MAR 1 9 2019 OWN OF SOIJ OLD John E. Stumpf PC. Architects •Engineers • Land Surveying 725 Franklin Avenue Garden City,N.Y. 11530 PHONE: (516) 877-0400 FAX: (516)746-8622 http://www.blvdplan.com Feb 212019 Dept of Planning and Development - Town of Southold 54375Main Road Southold NY 11971 Att Mr John Jarski Sr Plan examiner -RE Permit 42506 1245 sleepy hollow lane southold 11971 = -Please be advised that all NYS code required Railings and handrails have been installed at above location Enclosed please find items required to issue CO Please call with any open questions ' Si cereelly Yo s, o Stumpf:PC �- MAR 1 9 2019_ OWU I an odhted ,T A Wall, M -_7 q,4 17=11ft 7M\F/ex Inverter ASU7, 9, 12RLFI ASU18, 24RL.F MAR 1 9 2019 ;0 7,00& �—;`9 000" 12,000 1,8' 0 0 24,000 27,000Nominal Heating BTUlh-' 10,,200" 13,'500' -20,000, Voltage/Frequency/Phase 208-23 /60/1 2Q8'=230/60/1—'-, 208-230/60/1 -,'208,;-;�30?,5,-OM` 208-230/60/1" ,, " , .. .--- I - 1�- - Cig 330(560) 'Cig 353(600��',` Clg 388',(660) --- tk 6§!�-(T,1-20), Air Circ. C.FM. (m�lh): Hi Htg 330(5601 363-(666)��'�, Htg-388(660) tiµ 'Htg,647(1,100)-- Clg 294(500) i,' -Cig,306(520) Cig 330-(560) ' '-,9l4-436•(.7.40) _- Clg 530(900) Medium Htg 294(500) H tal j, Htg 330(560) g: - Htg 530(900) ... ......................... .. 'Cig 253(430) Cig 265(450) ',Cld 365"(620) 'Cig 436 Low 'Cig 253(430) Htg 277(470) Htg 436(740)- Quiet Cig 1132(310) :qld 01g,182(310) CIg,324',(5-50)�,, Clg 365(620) Htg 194(330) `Htg-194(21M), Htg 194(330) Htg 365(620) Noise Level,-----*,-------__=—_I dB(A)(Clg/Htg): Hi36/36 40/40 43/44,-- 49/48 Medium.. 32/323,3/33- 36/36 42/42 37 37 -Low v 29129 -29/29T 30/31 3/33' 37/37- --�-1/22 "",31131 33/3,3',; Quiet 21/?2 �'--,21122 urren't-, Running C eoe! -0,13 '1`0-15 0.�i 9, Rated(A): Cooling 0.53' ............... ............ Heating 0.13 0.19 -.032-- 0.58 Power Use Rated(w): 17 22, r41 69 Htq 17 22 41 69 Fan Speeds Stage —4+aujj� '4 -4+a�to 4+auto +auto^ 4+auto �M Air Direction: Horizontal -'-' ----M-anua1 anual-., - Manual ................... "Auto,.' Auto Vertical^ Auto to,, ,2 Auto Auto Auto Primary Air Filter- Washable,-- W6shbbl6-' Washable Washable? Washable. Ion Deodorizing FilterDisposable Disposable itpos6ble- Disposable -,DiOosable, Disposable ................. Apple-Catechin Filter , Disposable Disposbblia, Disposable -Disposable, Disposable Connection Method Flare Mate Flare are,, Flare Conn. Pipe Diameter Inch ------- suc 3/8 dis 1/4 `suc suc 3/8 dis 1/4 sq�: 112-dis-1 A suc 5/8 dis 1/4 • Net Weight lbs. (kg) 19(8-5) 19(8.5) 631'(14), 31 (14), 10-iT2(268) _T ----- --� -- -- Dims: Height Inch(mm) 12 (�68) 10-1/2(268) -5/8(320) 11-11A j2 /� 320),�, 1,2 Width inch(mm) -33-1/16_(840)-, 33-1116'-`484% 33-1716(840}— 39-1/4(998) Depth Inch•(mm) 8(203) 8(203), 9(22 -- -9(228)' 8) 7�- Refrigerant i�41 OA R,41JOX,�"k F��i 6A 'ESP feature not compatible in multi-zone configurations.+A U15RLS2 is NOT compatible Wt-h R410A ^Height when front panel is open. S AOU 18124/36 R Cx-�zH,-A6U36RLXFZ1 orAOU45RLXFZ Standard Features Built In Filtration '0 Wireles 'S Remote Control* Apple Catechin Filter 51K • • • • COMMENTSFOUNDATION(1ST) WA �_� -------------------------------------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING Sim L!11'u"f'�y r•1: :�. � u,�� - INSULATION STATE ENERGY CODE '� .�.._ ADDITIONAL WIT • 1 : 1 'l i 'lJ ► ' l �' '► • ul, v Lr r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health . SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 rr Survey SoutholdTown.NorthFork.net PERMIT NO. O Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined—�s 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 J �l� Sgv,v(prr Disapproved a/c2G.�t'F� St Ip �jP �"l cj � �` Phone: ® p ' � MAR 2 0 2018 But ing Insp for APPLICATIO BUI DIN PERMIT TOWN OF SOUTHOLD to 5, 14' ,20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspec or ---- 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. 5oUL&uA-,0 1�GAjVnlia� Irt, ature of applicant or name, if a corporation) e RAnt ICL(k) /We g14/L9,E fC,,Flj (Mailing address of applicant) g y 11 S State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder �W A�rz2 ` GGI m-e- ,Name of owner of premises %✓7 fig (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 277 706.7 _ Plumbers License No. h NlS �yyk 5 3 y®—M P � Electricians License No. 4 � 3 J-- � F Other Trade's License No. l: Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section10 Block �� Lot T Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a., Existing use and occupancy j /= l L L/- b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �d,Q�y Fee (To be paid on filing this application) '5. If dwelling, number of dwelling units l Number of dwelling units on each floor `. If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front Rear � Depth Height_ 2(0 - Number of Stories 2. - Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear —Depth.- 10. epth10. Date of Purchase ZI0 f' Name of Former Owner 11. Zone or use district in which premises are situated P,—40 12. Does proposed construction violate any. zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOy Will excess fill be removed from premises? YES NO 14.Names of Owner of premises M41-4f�J Address /2`f 1' I'11ee, V, & D phone No.S141 ' �y� 'M 2 Name of Architect �a��2 S�v�y Address 72r�-..� rL/a Aj Phone No S/l,- 23�•/q �� Name of Contractor (31,vo. j ,c,,ftnh. Address 7Z 4-J—Phone No. S-U- fr 72-o yao 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) � iZ S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0OV4 tom. (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. Sworn to before me this _day of - *nl-1 20 J9 JO NOTARY PUBLIC.State of New York T6152551 NcW#i0jb&assau oun Commission Expires September 18,20� S ignature of App scant Mar, 22. 2018 10:35AM BPI - HAGEN No. 6710 P. 1 Scott A. Russel -°s" '� SIII!ERVISO. . SOtJTFigi_D WDWN f3E►LL-r.P.Bole..U79 53095 Mai>r{ MANAGEMENT Road.SOOXHOLD,,NEW YORK Ugn Town of Southold CHAPTER 236 . STORMWATER MANAGEMENT'W0.pK SjqEET '(TO-BE�-'QMP:L'E•.TED ICY THE APPLICANT) DOES- MS- PROJEC.-T INVOLV-9 ANY -Or. 'THE kO DVt'lNG: i Yeg No tcilE`r`ALL THAT APPLYy } +s t A. Glearing,:grubbing;.grading.:or. stripping:of .land which affects more �. ❑Y •tha>�5,000•sqUare feet-of;ground surfaGee. (r R E)ceav4tj0n or,filling,invo.tvi g°mote than 206--cubic-yards of ra a tergal {t 136,,.,,/ Within any pazcet .or`any•.contiguous'area.. C. Site pre p ai-ation.on;slo • P pwbach.exceed la feet vertical rise.to 100 feet of horizontal distance• D. Site preparation within.10.0 feel'--of wet•lands,•.beach, bluff-or coastal 111% }. erosion hazard area, t!1 i a ;: tl Site.preparation w.ithin the.one-hundred-'year floodplain.as depicted 'i ,1 on FIRM-Map-of ariy..watereourse•.. !+, E. Installation.of new or resu . x rf�ed Opery sous.surfaces of L000--square t 1 feet:Or more, ulless,prior ap pr.o.V-41 Df a Storiwater•Manngeriient + Control`plan was..receiued by the.:Town-and the.-proposal includes �it t in-kind re •lacement of P us surfaces, <<l p iar1 er�io � if YOU Rwvvered NO ull ofthe gaestioas aboye;,SMF!' :Complete the.Ap•�licant section bilow.with.your Name lgnatntc,Contac Informatlo�i,Date: Caunlq.Tax Map ftnber. - Chapter z3s•loss nota I 'ttr. ourpruiect. � PP Y Y i If yon answered YES try one or more.of.the.abwc,pleasq y�t'pwo:copies of:a Stormwater Management Control Eau { and a completed Check List Fom to the Duildbtg Department wlth.your,Building•Permit 4plicatiion. t, AP Ck. tPTOPe�Ow,ler.Iks(gn Prarmsioml,ASenr.ce ntraa9r.•Ot'—ticel l: �`:T 11x1; '�; 1440 t ntursh NAMF ^•.10�� X7,4 r wl '/t i Sect'son• Bleck Lot �art:BGi1 Dl:V 'D1rpARTME+t7'USE ONLY " i Contact Infornw(Socr �,�/s Ra� C �r t) a I Y it; V1 i112 Ii:`ltevfpt�ed By: 1 Pro rt Address!Location of Construction:Work ;}'�. _ _ _ _ II4 i � G�d f� � �t� iI Approeed 6or.pxoCessin�Btiifding Pecmit S!ormwater,.Niapagcment Control NmiNot ftequ$ed. ill •Stdr6vater'.wnagemenYConttolPlan isRequired_ }� i (Forward tolEn„iiteeringDepartmentfar•RevlewJ };f TOS M?►Y 2014 _�— o � @ILDING ci- DEPARTMENT-Electrical Inspector ,lUN 2 9 2018 TOWN OF SOUTHOLD ,M = DEPrwn Hall Annex - 54375 Main Road - PO Box 1179 .yam s B�3II•D�G Southold, New York 11971-0959 TOWN Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richert(&-town.southold.ny:us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: L _ Name: Is 521J all License No.: S _ email: y t? Address: Phone No.: b3 Q - - - JOB SITE INFORMATION: (All Information Required) Name: llfs Address: SLS 51(v aWN Cross Street: Phone No.: $ oa Bldg.Permit#: Q email:�5ser e ofTomwoe r No- 1'ra Map District: 1000 Section: Block:_ / -to Lot: / BRIEF DESCRIPTION OF WORK(Please Print Clearly) 4i;A] Circle All That Apply: Is job ready for inspection?: (�-'�EE- NO Rough In Final Do you need a Temp Certificate?: YES/ O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N , Additional Information: PAYMENT DUE WITH APPLICATION CO 82-Request for Inspection Formals �r, 6) \ �� SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4= Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORM ORDER TO: Allen and Mary Mathers 111 Cherry Valley Avenue, Ste. 516 Garden City, New York 11530 YOU ARE HERESY NOTIFIED TO SUSPEND ALL WORK AT: 1245 Sleepy Hollow Lane, Southold, New York S.C.T.M. 1000-78-1-10.15 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Payment of$90.00, check#1164, from John E. Stumpf (BP 42506) bounced and Payment has not been made to the Southold Town Clerks office by 8/10/2018. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the fee and penalties have been pail to the Torn Clerk Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 8/13/2018 Jo neiSr Brt Ot -• •_ I - - -_--.-........._ - - = u:�` _.'` _'_`_ .l ...� - .-_--..... ..+n•---�•"r..�..--_a-..-.3....-tiryoWu�.=:T +;:'c-',-u.`=a"-� _... _:.�:�:,}ctx'�:ra4^-.... ti._.. ,as<..r.3�-.rr+asyawt�v��-or=auras.n��io.�-.....•:.a-....a-�-.- '� -..•n�� S'kOE ASCI] `.EPTIC SY__ ST.!t #I TG, L L'Y .. �^ •• +-- y OEM.,.t2' 1 CSFI'.Sl" Lu T -� TCS El.1l2' -'-1•Yet Fl GD L-f 1J t ,L1 --�' _ am I Dw SLEEP` I `T �`ua �'°� �c ecaf 1/a'/1 W.� K _ 1. COUAR FRE No. 6351 FE °� SITUA TF,L TW"iM� SOUTHC mE s Pool s1smA OQr.D_0.0' CIIOVIC)YIAT!]I sTw is�w11� r._ rt) "�' ,� TOWN OF SO aK`u FAC1i1Ns soot f5) Iei A 4 0•�AOOY IaAE s 1.��..... _M.�y�g�1 SUFFOLK COUNTY, 2 OOII�IE RML I:LE A m R'NI�IR>. Wt¢J.000 p1 Fd 1s GMS. '•0 POC.-4 7�P,10'®a./09 A 4�Fp10t71 iqu9E 6]ODM 1t 9DBWL RISA SUL Deew s JHU a/ or r A 3�oc r AIO A 10•'®N WA'90�OF t•. 2 ISIQiO 1V�i Atm<OOIi�OR'�Or f�RSr IOfL16ED ODOE7F ca[FJ]lW� S.C. TAX NO. 1000— I- - - - -- a a'ui >Ak"-K Stn•go W osao(I�aioc 1D I�r Ai aPf�ro�a Cr Boa W. > »vuD cafes A4.>Inra SCALE 1 n _ sow qy( lotC!nlcr Wx a QiaeFIG. a AL Mae MWL t a'rowar rs...rm O�iC @I em-. ��t •• •- - 'L iH A,MaY S'ns:a , a NAL oa7aa 11sf11 w NUC la,r7eylcE a•tr/a0 a A 1C'e�OBaMQ E7\rDl 111tlM0!0004 AG i76t l!4 lMll E WDIOutQ R rG ONfB S Al<•ds�WCB OQ4iD1 AL UDCHM IC=AD SOW AM(9MLL t IMNm"m LA Id nh Dac>r+cc ti arw Vm ANO WM MULL a fYUAYPem OCTOBER 18, 1 N JANUARY 13, 2000 REVI ' J= / S 8��'�'10" E 'c;. D. A � XENII�T/. a c FtAc SEPTEMBER 12, 2000 REVIS 1" �' CF7US l ,z FEBRUARY 19, 2001 REV • "l � 1 / o jTA�.I� C04,rS f�S ;'', `� JULY 20, 2001 REVISE =! f (1� W �� AUGUST 25 2001 REVI' i•y • -! 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O. d FOUND iyp0p gTA1LE c� f2 Y Y>cVIA�tiP/Ju y I FENC£ OE 8 NOOU spur 1 a COM OF I 1%t" �e C`•Y w PIPE 1(20.00 17o�, \ \\ \\ w 00'00" W i- W p ROD N S3 .WLL� \ LQy .tea V. ��3 Gym -21� FLAC /F , 1 \ r o� = i DWELLING G l ° G4�'�O`1Pi 291.28' % O l7t'elI LOT DWEWNG r 7(11' r TRUP ° c ONQt TEST HOLE DATA O la RE REFERENCED TO H.C.V.D. 1929 DATUM (TEST(TEST HOLE UG BY ��Ai n OFnS[uNc£ ON MAY 1, 2002) a „Y. , R f0% ELEY'A710N5 ARE SHOWN THUS: = '= , CER?' FIED TO: �: -,a P15T1 '�`�'R $ ' CONTOUR UNES ARE SHOWN THUS-----10------- ai LY W I .K. , •. C'41r'•47_�C RONS � c JW MAP FT>A TIS HDPE DATA , �,,,, f81tl a PIONEER LAND TITLE Corp. ,6cL"tEI`I S. MATHERS CPO= EXPAHSVN FOM MARY- E. MATHERS -g IOP'OSED LEW-HW pool 'c1AYYJJFK D ACTE3tATpN •:�-: ,- �- STJfIVIY-S A Vo AinON OF '�� .._ • -: ME mum SOW sw SE 4 ai LAW. THE NEW Yow srATE IOPOSED srrDc TAMC -. COPM of 79S suR%er Ww Har aEA11n�c ALLEN S. FIATHER� / OF WM" AND CESSPOOLS SHOWN HEREON ARE FROM FlE1D e:: i LAW I AFLD/at DATA aerASLm FROM orHERs SURYEYCRS M®SEAL OR ,f:::: ^ Eleasely sFAt sHAu Fur BE colAs�Er�D MARY MATHERS MFDRYAT1011 TAKEN EaoM ' _ 70 K A""'D" C0°' REVISED SURVEY RNC£RATE MAP No. 351WM1e6 O a fa' vsE FTDOD 131VAms Dumawam 't"O 19°' 'y OFLY 700`7HeTIOW FOR ,SiALLRIM f� COMPLETED JULY.-' • 2 NETS OF sOO-YEAR FlOaq AJi5A6 OF 1DD_YFIFI Fl�OD trtH AY�FFA� B PMM44 D."ON LIS OBULF TO THE 1 IMM4 OF LESS THAN I FOOT OR WM OW&AGE AREAS USS THML , f, I 701E 0006'NIY. GOVOMMMUL AGEIC(AM lIl I S01Mt6c NLE,AMO AREAS Fi10TE =ELY LEVEES FMW 100-YM RD00. wDt N PA£mDKI sr r Luc"MtS1RUT1aN U57>3)HEREOIE AM � WAS DEJERtai D 10 BE O MDE 500-YEAR nDOOMAK mm m COMSE SYO .to TFE ASSIQEES OF TLE EBpJG N�Ri- FERE11cE Ib Rio-00-019e ! N110N.CFRIE16171oFLS AI€NOT T101tRItetP L R 37,732 sq. H. 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THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURERIS), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(ies) must be endorsed. If SUBROGATION 1S WAIVED, subject to the terms and conditions of the policy, certain poficles may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of s.-lch andorsernent(s). PRUCER Hauser& Tobin Co., Ine. NAME: Mauser_&Tobin Co..Inc. _ 1305 Franklin Avenue PHONE 516-747-017171 ya Garden city, NY n 5_16-747-0_39 3 Hauser&Tobin Co.,Inc. ADDRESS,,timIpmasueabin.com ----------------•-------_-.- ___ IN$URER(S)AFFORDING COYERAOE w. MAIC IMSURERA:Utica National Insurance Group_ INa"UP,E.D BpULtwVARD PLANNING PC INSURERS: 725 Franklin Avenue - - — Garden City,NY 91530 INSURER C_ INSURER D_ INSURER F COVERAGES CERTIFICATE NUME1511: REVISION NUMBER, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTOTHSTMIDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED 13Y THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS TYPE LTR TE OF INSURANCE Da -_ _ pOLICYNUM8 2 MM/DD +Miuf>nLtA9VT5 A X COMMERCIAL GENERAL LIABILITY 52,000,00 - r.•t,i:D�ea' y I ! �373II83 i Q1115/20't8 f 0111512013 ii�t3 'wf`c1rSTtcNYr?D`"_.._ I--.-.______--50,00 r f, t,115�5(Ea o:tairr.n�.B i-. ....._...._._. 5,00 }..� __._ ...._,.,,..._..._._. __.,_.__..,___.�_ � ! � rFE.�54"+i=1 R f�•`!it;J'JP4 ; rEl-jEFAL ACzWcl-%Afv 00,00 -• I r_ T !'- y i I r S2t1D'-i -COMpr/.y(-rY,iTC, y 4 000 DO I I AUTOMOBILE LIABILITYi c'Ot I(,Ep ,MSL-Lit<MT IM 'rt•Fo:r• 1 ' I (F;8 i3C G,r)sn��.�.�w.,..._ 1 bbDIL'INJUR"(Poe pdr5onl $ I (Ai•,L:. ' e,,,fir,AE{• I � l "" ...^--��^��-•..J�....�...-....,�....,.. %.i:n;_ i j i f}t�H'r Y:ttr7i {Y(rbt�rr1p3NI i t r---•{r',�Lrrk't1n �- ili:'1_r '`"! � i ; ( � ill;•iri�ilYti'ti"7hff�C,.,t _.. ,_ _._ _ ._..__.,..._. UMBRELLAUAB ! ' H r :EXCESSLIAB ` ,5r_rhr+ASr:- WORKERS COMPENSATION AND EMPLOYERS LIABILITYCM- A i�'� ::2rYt+},i=T^-'n7ar. ,itr•.et _, •{_ rYIN (iNJAI iiig4373tf , J i.. .t__!' JTE..i .-j En• ._^____._�— ___._ 105/2312017 t 0 5/2 312 01 8 F t Fh,,^h A"1'IDFNP 5 0 0 .00 iNancrsay G.P_EM,itt:1WF. r: i,�•ci 7 in NPI) t r r•: t� .•„r` MEL LIS6A�5•EA500,000 'E L izlSkf SE tri tCi Lrt1T i 500,00 tetcRip'nON OF OPERATIONS t LOCA110NS I VEHICLES (ACORD TOT,Additionist Remarks Sallecurte.ruby be ettaehed If nsore Space is redirect) fi t 1 CERTIFICATE HOLDER - _ CANCELLATION ( TOWNSTH } SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I' TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN I BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 ' 53095 MAIN ROAD AUTHORIZED R$r•rCSENTATNE SOUTHOLD, NY 11971 y 41388-2014 ACORD CORPORATION, Ail rights reserved. ACOP,0 25{2014/01) The ACORD naine and logo are registered marks of ACORD rrtUlvrivlauser 1 own I U:/400t)ZZ U3/LU/LU Its U`.i:14:U?5 3F4`,J'7 r.UU2/UU5 s•rAT E OF NEW YORK WORKERS' COMPBN'SATIONBOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE IP legal Name:and address of liisured(Use street address only) I b.Business Telephone Number of Insured 516-877-0400 (BOULEVARD PLANNING PC JOHN' E STIr'MPle lc.NYS Unemisloy►nentlnsurance Employer Registration 7z5 FRANKLIN AViFI UP, Number of Insured GARDEN cITY,NEWYORK 11530 64-797338 1 d.Federal Employer Identification Number of Insured or Wo;k Location of Insured (Orli,retlatred if cuver(ige is Specifically Social Security Number !tern i r ed to e e r•tain!kill ton ti its,kleiv fork State, i.e• a(I i cap-U,a Pvfle}y 11-3581358 2.Narne and Address of the Entity Requesting Proof of 3a, }Name of Insurance Carrier Coverage(Itutity Being Listed as the Certificate Holder) UTICA NATIONAL, 3b.Polle_r•Number of entity listed in box` Ist": TOWN OF SOU`1'HOLD 8949738 BUILDING DEPT PO 13OX 1179 3c. Policy effective period.- ,3095 eriod:53695 MAYN ROAD sou'rHOLD.NY 11971 05123/1.7, To, 05123/18 3d. The Proprietor,Partners or Executive Officers are: I included. (Only check txix Wall partnen/officers included) all excluded or certain partners/officers excluded. 3e. DeMoiition is: (Defnition of Demolition on Reverse) _ ! included. excluded. 'This certifies ihai the insurance carrier indicated above in box "T' insures the business referenced above to box "l a" for workers` compensation snider the New Yorlc State Workers'Comperlikation La-,-v.(To use this form,Now York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation pensa#;ion insurancepolicy). The Insurance Carrier or its licensed agent will send this Certificate of insurance to the entity listed above as the certificate holder in bon"T'. The i nsteram e Carrier is i/?ctho notify lite above cerrific'ute holder ivithin 10 da?°s 1F rt policy is canceled clue to nonptYvrrrerat qf premitrnls or utrhrr7.i(;t/uta I,•There are reasons other thug norp r trent of premiums that cancel the po ey or eliminate the irrsurcd.Ji•oin the oovvrrt?C indreateel an this Cee-411Cftte. (T hL;w notwe.vr ur r be siynt by regukir mail.) Oth&i iX e,this Certicam is b�alidfora maximum of oue jwar after drie'farne is approved b{'doe insurance carrier or its licensed affent. Please!ante:Upon the cancellation of the workers'coinpensation policy indicated on this farm,it the business continues to be named on a permit, license or contract issued by a certificate holder, the business trust provide that certNicrtte holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York Siete Workers'Cosripettsntiort l.a". Under penalty of perjury,f certify that I mea an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coveral;e is depicted on this forth. Approved by: TIMOTHYJ 1'013IN t{>17nt S7dnle ear r:uthc+rixed r�jreccrin�ice or licenced anent of insixr.0 •e eaiyiei 1 �-�~T—�-�'_��~-�____._,.,, ty, -Title: PR SIDE-_N, 1'elephonc Number-of authorized reprt-,;entative or licensed agent of insurance carrier: 51.6-747-0171 !?tease Vote: O'd.1 Insrtralwc-rarrie,'i and their'11LOILY&I cit1(.1tkt.S tjr-e eruthorieced to issue the t<-10.5.2 firm. Insurance brokers we NOT I-HUIVEIVIauser I obin I U:/466622 03/20/2018 09:14:43#491 P.004/005 Ww YORK ^corkers' CERTIFICATE OF INSURANCE COVERAGE rt; compensation l Board DISABILITY AND PAiD FAMILY LEAVE BENEFITS LAW PART S.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 12 Legal Name&Address of insured{use street address ontyy 1b.Business Telephone Number of Insured BOULEVARD PLANNING P C 516-87-f-0-400ATTN' JOHN STUMPF l 725 FRANKLIN AVENUE i GARDEN CITY,NY 11530 i `1c.Federal Employer identification Number of Insured VVork Location of Insured roaly mqurredoccvre age rs spa*hcahyhated to f of Sociat Security Number CP'tabt icta,"Its rn New York State r t tlrrap-Up po&cv} 113581358 2 Name a,d Address of Entity Requesting Proof of cove-rage 3a Name of insurance Garnier (f ntily Reing Listed as the Certificate Holder) TOWN OF SOUTHOLD ShsfterFofne Life Insurance Company ''I PO BOX 1 179 i 3b.Policy Number of Entity Listed in Lox"1 a" 53095 MAIN ROAD DBL294461 SOUTHOLD. NY 11971 3c Policy effective period 04/16/2017 to 04/15/2019 4 Policy provides the following benefits A,Both disability and paid family leave benefits B DisabR+ty benefits only E] C Paid family leave beneffts only 5 Policy covers A.All of the employer's employees eligible under the NYS Disability ants Paid Family Leave Benefits Law. B Only t11e following class or classes of employers employees- Under penalty of_per u_iy,t reit+ tliatyi tem an authorized representative ar licensed r+tjent of the fnsurar+ce darner referenced above and thal the named insured has NYS Disability and/oi Paid Family Leave Benefits insurance coverage as described above, (Date Signed M Y 3/19/2018 BY141!YJ;('t 1 {Stenature of,n®uranee carrfer's authomed Lepra:tntative ar NYS bwnsed Insurant6 Agent of that IrmUrrinEe rarri&t �'i elephone Number 516-829-8100 Name and r+tle Richard White, Chief EXecUtiye Officer !IMPORTANT If Boxes 4A and 5A are checked-and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder I s if Box 4B,4C or 5B Is checked, this certificate is NOT COMPLETE for purposes of Secton 220, 5ubd. 8 of the NYS Disability and Paid Pamily Leave Benefits Law It must be mailed for completion to theWorkers'Compensation Board, Plans Acceptance Unit. PO Box 5200, Binghamton, NY 13902-5200, PARI T 2.yTo be completed by the NYS Workers'Compensation Board(only it Box oC or 513 of Pan z has been checked) t State of Now York Worard According to information maintained by the NYS Workers'Compensation Bn�d thisabove-named employer has complied with the I NYS Disability and)bald Family Leave Benefits Law with respect to all of histher employees f Date Signed ....... By {5,gnan,reatAuthan¢edNVSWorkers Corhpensaboi BBoardEmplo)•ee) i I"telephone Number Name and Title _ Plea-le(dote_Only insurance canners licensed to 1,vole iVYS drsabilfty and paid family leave benefits insurance policies and NYS licensed Insurance agents of those insurance carriers are airthorizeo to issue Foran DS-120.1 Insurance brokers are MOTauthodzed,to issue this form. °�.,�° ("�-j 7? jj'ttgr{{�77iii�j{jn'{p77tttiti z1g1ammiliil11111flillllllfl 'Ir'i7t�, 1 i!Z)" �iINI -,W S *N, -Z .......... . ......•... R A - -!0045RLX , F'ZI AOU18,,24RLXF MAR 1 9 0019 TO'A N OF SOULUIUL Connectable Indoor Unit Number, 2, -2 to 3- to 4 7 "',to 21,0001 t 27,000'," 27 to,,39,00^0!_ '34-J'0`54;000-�- Connectable Unit Capacity Class BTUlh 14, A �ted Capacity, Cooling/ Heating BTUlh x 18;000122;000' 2ZQQ0/24-0"OO,, -35';2_0.01361;400 45,000148,000 , 1.41oll I 4'to J 14,to 11:5 Clg,.'Oper4ting Range 'F('Q) ) -:, '-I GA (40jo 46 o 46)- (�.l O;to 46) TO iq 46)" '5 to 75 5td, 5 5 to 75 5,to-'75 g:-,Operating Range�oF(OC), Ht g: 5,to 24) -1 -Ao�241) 1,5 lo,.24) 24} , 3 •52/3�00 2813`86� Input Po�ve,r: ,Clg/Rig Rated kW* 1.4411.87 .7 1.73- 0 , Voltage/Freque,ndy/Phase 20,8-230/60/1 16011, 208-230/60/1 �-:!�?q�� 01B4O1t,"', " ` Current: Total .Max. (A) 10.0, 3 23 8:20. -13'T 24.`6 -(A) ' '-'t A' 71� 12.1 Minirnurn�Ci�cuit Ampacity -BKR M Ax c R�'T. (A) -30, Propeller Propellerx 1 z",.Rr6p01r&rJ( I .Fan: Type x'Quantity Propeller x 'Sound-,Pr e' essur Level Coo 49 3, ling,d8(A) 55 Sound Pressure Level -Heatin'g'd8(A)' __._.-:-. 49 Z5 ' -( Pre-Charge'Lehgth Total R -,6 54(m)' -98 (30,);,, ; Max. Le"ngth'Totol Ft,(Ib)-' 1.64 b(J). 1;64; 520• '23070), 264.(80 2 2 �(25-Y Max. 8 82j Len' dihEach Pt (m) ' 82,(25), -5 49"(15),, .66,(2Q)',, iy- min. Length Total Ft-(m. `425T , 4 Min.,Len' 16,,(5, Length Each Ft-(ffl)� Max'. Pipe Height Difference Between Outdoor,Unit & Farthest 16 door Ft 4,9 (15(m)' Max. Pipe, Height Difference' -�3 -(10) 33 (10"). Between Indoor. Units6"o, Ft (m) are Connection Method' Flare ''Fl Flare-, ,,i_ Flare ' "114 3�,',- Li�. T/4 x 4 Liq. 1,14 2 'Conn. Pipe Diameter inch Suc. 1/2�x 1, Sud. 3/8,x, 2 x.3 W8 x 3" Net Weight lbs. (kg)- - 1-241 (561--- 1,49 '(68), 205,,(9�3)- 119 (54) -2-r Dimensions,: Height Inch 6 _cx --27,;�9/16"',-, ' 3214/16, T MM 0 70 70 83 Width Inch 547/ -08 7 ' 16 35�711 Y5-�h& & 3/1 MOT- 9,00 ", ,Depth in -�970, Inch MM _ 10/240 Refrigerant- 7.-R4TO-A �R f;�41 _ ._ _ _ . _ ; _ •W. ._ ,Vtlidth-Inch;. _3,�-7/�-� � - � , T'6 �. -...3� • mm 900_.� .�__. �.. C} IngsDepth Inch . �1'3_ 13 mm 330 3 _ kped on - : f 0/24 0 refrigerant . _.-.R4m1-01A, ._ m. ..: R` 1'O .:_ .:_: models.iou 'See table for allowed combinations within ti 44A,O W q •,L,i`�F^x``„''�•x•.row� `�; �" '3, #� " -, +d;eta B� ...,�sf?°i.'u.,::` 4 •�k yV.< eL1LL� 8' ,f` >' n•5< `E"'a w:„,i'y, .. .`f p :,`5,40 b.e' _ ;.+� ` ya. ;.d'i< �,>,•.q.�`. �'°�'«�;K .k�i� Y �w•�� `�� i^-, {.� �, .off' �»i ..�, 's' `.a.. •'y < , gS # `@ J uctec 9+ . _ _ _v�. . _ 13,QQQ -22)000 13,900 16,300 _ -..ted" 9+9 +6.Q__.,.,_ _ _ _ 1'8,,009 12 1y 1 22,0.00 6,300 . _ 1,8 00Q _ -ITW9 2 , 00 1 ,90Q 16;300 AS U7+A U 12 and AS,U:9+,A8 U 12000 13,900- 16,300' cte,d R+7+7. _.w,.22'0,00^ 1 13.0 24,000 419,8Aed 00 `I , 19.E 15.E 4,000_ 1.4,10 • _ 1 , Q� b.. 1= : , 1° ,1 Q 19 800 9+9+9+9 35,200, 1,.9.0W � � 2 ,000 '22,000 32,500 ! ted - �. _ . 9+9+9+93512_ _, .w. .`_ 9.Q �',.0 _. 24,000 22,,000-- _32,500 d _ 3 5,2'00- '9.'5 ,41 T#, 24, 00.,. ..... ,,22,00 32,` 06' 19: 0. 12 "36, E0, i X00 _ , .? , QO µ36,900m '9+9+9+9—+§-..e ...,.......,>. » .. � '10.2, r,.. r -...., 0 4 2 1,8'.7.�_...�.�. j..- ,u,�M Q Q jOQ WVfF that are ENERGY-5TARe qaalified E i Boulevard Planning, P.C. Construction Consultants 516-877-2001 REScheck Software Version 4.6.5 Compliance Certificate ADDITION Project TO 11 o Energy Code: 2015 IECC p0 •• CJ 83o I Location: MattSingltuamily York MATHERS 3 5 101j gREq Construction Type: Single-family sG�� •,e E SEPTop SYSTEMO LOT Jz Clod mate2one: 4 (5331HDD) Permit Date: RESIDENCE 'n Permit Number: 5 Construction Site: Owner/Agent: Designer/Contractor: (TO TIE LINE) i o \ \ ----'------------ 4 15-32 WOOD > g0.Oc��OPG� \\ ti5�'� � ----I;.3- DOCK 1,7N. 3 DOCK 5., w:, &_ _ ..,_.u_A_.:. 1245 SLEEPY HOLLOW LANE `••�O �- \ lS x•34' NEW PORTICO 26.3' �- u r ILIA:..,.a-.., - .. a -- __ _ Compliance: 33.0%Better Than Code Maximum UA: 106 Your UA: 71 Maximum SHGC: 0.40 Your SHGC: 0.40 O -A • C0 O v 4 a -_-__ _- The E Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. 9yw�'(�� d a�` F� \\ O. NEW RA15ED v --__________ It DOES NOT provide an estimate of energy use or cos[relative too minimum-code home. S OUTHO LD, NY PATIO 4 0, `'��, 65 \ 4 D ------ - Envelope Assemblies gPPROXIMATELY jn DRIVEWAY WATER TO ...,. .,.. • BE BE CONTAINFD ON 517E 1 Nc9 'i.,:. :..... '.fj .,.,, ,:4dd1• >� �'f "'�,.' I �� 4 \\ o a EXISTING 9.3' � TWO STORY a �Y151NG-4' WIbE F`Nr'l .«.- - - .-.,..__''_y,-....�..... �.�...,..•.,�.,. .m. ui 11 c�\ .«...,.,6,..... 4P�', •. d ...,...,b...h...,.W...... 5.a " RE50ENCE a v' Wail 1:Wood Frame,16"D.C. 878 21.0 21.0 W 0.025 21 ,( Window 1:Metal Frame with Thermal Break:Double Pane 48 0.310 15 •' \\ {asci%//// 9.3' LO �o SHGC:0.40 \ c o� /PROPOSED T 13 <�� O �•'d \ oar N/oNE6TORY/ a Pool O O Ceiling l:Flat Ceiling or Scissor Truss 524 30.0 0.0 0.035 18 • /ADDITION 10.5' 2 S • ' e c N Floor 1:All-Wood oistlrruss:Over Unconditioned Space 524 30.0 0.0 0.033 17 G�� .: • \\\ �Rr�s�c j//, 4.4� ° 5 D' s p REVISIONS: DATE: z4 0• _ o. a �l Compliance Statement: The proposed building design described here is consistent with the building p s,specifications,And other -- - - _ s.3' O calculations submitted with the permit application.The proposed building has been designed m th 2015 IECC[2qujrem9nts in •a _ -- __ ___ REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the RESchec ctl n ChecUsT,,'-•" o Q Y b ------- __ O ` 7 /b� 1 11/19/2018 Q N �c •tS gA O w N - Name-Title Signature Date Q 001 N 8 N 0 120 3°3511 Of W �N 565000 W Q ° HOUSE LOT ¢ . a DWELLING (WELL OVER 150') Proposed Site Plan SCALE: 1/32"= 1' SITE AND ZONING DATA ADDRESS: DISTRICT: TOWN OF SOUTHOLD 1 1245 SLEEPY HOLLOW LANE,SOUTHOLD, NY 11971 (S.C.T.M: 1000-78-01 -10.15) ZONING DESIGNATION: R-40 SITE COMPUTATIONS LOT SIZE 44,792.00 SOFT. U EX.HOUSE 1,629.00 SOFT. I PROPOSED EXTENSION 524.00 SQ.FT, LOT COVERAGE EX.GARAGE&DECK 2,439.00 SQ.FT. >-- TOTAL 4,592.00 SQ.FT. COVERAGE 4,592.00 SOFT./44,792.00 SQ.FT. = 10.25% ZONING REQUIREMENTS FOR R-40 REQUIREMENTS EXISTING CONDITIONS PROPOSED CONDITIONS REMARKS MIN. LOT AREA AREA PER DWELLING UNIT N/A GROSS AREA 40,000 SF. 44,792.00 SF. 44,792.00 SF. EX, NON-COMPLY SEC. 280-124 2c MIN.LOT WIDTH 150 FT. 150 FT. 150 FT. EX.NON-COMPLY SEC. 280-124 / FRONT YARD SETBACK(SEC. 280-124) 50 FT. 65.00 FT. 65.00 FT. COMPLY / REAR YARD SETBACK(SEC. 280-124) 50 FT. 157.5 FT. 157.5 FT. COMPLY / (� NUMBER OF SIDE YARDS(SEC. 280-124) 2 2 2 COMPLY MIN. SIDE YARDS - MIN WIDTH OF IST YARD 15 FT. 16.00 FT. 16.00 FT. COMPLY / H 0.- MIN. WIDTH OF 2 YARDS 20 FT. 22.00 FT, 20.58 FT. COMPLY / N = (SEC. 280-124).GROSS LOT COV. 20% 9.07, 10.25% COMPLY OO / MAXIMUM HEIGHT 35 FT. N A LESS THAN EXISTING DWELLING COMPLY / FOYER MAXIMUM NUMBER OF STORIES 2-1/2 2-1/2 1 2-1/2 COMPLY \e / / I / I \ I I I John E. Stumpf, P.C. oD �Q I I SEAT 1 I x x x FRONT PATIO -ARICHITECTS-ENGINEERS- SLATE W/13RICK I SURROUND � LAND SURVEYORS- 1 v vl NI I L? I ole l NEW 2660R,C: Cz T 725 Franklin Ave. z ` @ w - w I aI� Q ' 32"x 80° ALAN'S OFFICE I `� 0 03 ' Garden City, NY 115 3 0 NIU) N I ROOF LINE = I I O XI� Q WOOD FLOORS _ -1° o I ° o ( 131-011 1 0 71-Gil Telephone Fax w� z 0- 1 ROMAN COLUMN v N I 516-877-0400 516-746-8622 CD zC N 631-734-2011 516-538-4090 LU O I (TYP.) RAILING PER O BATHROOM �§ I w NYS CODE � DESK TILE I N w I Q o z Ln U) _ Internet: www.blvdplan.com N z I = 28" POCKET 30" POCKET A I Q O ALL STORAGE I O w Q A N THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE A-2 I w n I z A-2 A NEW 2X 10 F.J. I A AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. JOIST @ I G" O.C. NEW 2X 10 C.J. A_2 INFRINGEMENTS WILL BE PROSECUTED. JOIST @ I G" O.C. w LU NZ I aLn IQ � Q I I I N z = a .0 ARc MARYS OFFICE I N ��E. ST�MA�c� DATE: 3 - 11 -18 �{ I Z N WOOD FLOORS ROOF LINE DR. BY: E.S. N t � I .ti.", ..r_. I � • o" 20'-I `�cn�°'� I v. SCALE: AS NOTED I I I `.. o. 02A63� I CHKD: J.S. 2 2X 10 HEADER 2 X 10 HEADER ----- ----- 2 2X 10 HEADER NEW WINDOW NEW WINDOW NEW WINDOW 1 1 MATC EXIST. 1 MATCH EXIST. �i��-�rr� G-0 5-8 I O-G 5-8 � MATCH EXIST. D (� 5 L) I r - r'•� ;,,,�_ �PROJECT NUMBER SHEET NUMBER Second Floor Plan First Floor Plan Tov,,,-;0;�ouj - SCALE: 1/4"=1 '-0" SCA'E: 1/4 =I '-0" `�� 1804 A Boulevard Planning, P.C. Construction Consultants 516-877-2001 ADDITION TO MATHERS RESIDENCE EXISTING FOUNDATION PROVIDE 24" LONG #4 KEBARS @ 12" O.C. VERTICALLY (TYF.) SLEEPY HOLLOW LANE i SOUTHOLD, NY BACKFILL WITH EARTHLn I I o SLATE FINISH ONTOP I I NEW I'-P CONCRETE U PEDESTAL ON 24"x24"x 12" I I I ° I CONC. FTG. W/(3)#4 EW13 N �X . REVISIONS: DATE• Iv NEW 8" CONC. FDN. WALL 1 11/19/2018 4" CONCRETE SLAB I 4" CONCRETE SLAB I I W/#4 VERT. 16" ON ON GRADE ON GRADE I G"x 12" CONT. FTG. W/GxG-W 1 .4xW 1 .4-WWF I REINF. W/(3)#4 LWB #4 p ° OVER 4" CRUSHED W/OVER 4" CRUISHED F I I a I @ 24" SWB. (TWP.) ' a I STONE OVER G MIL N I VAPOR BARRIER STONE OVER G MIL VAPOR BARRIER A A I MIN. 18" DEEP g MIN. 18" DEEP I ° A-2 8, 4" ,�_-411 4 a /I NEW 2X 10 F.J. JOIST @ I G"O -,EW 2X10 F.J. I x JOIST @ I G O.C. I I miv I I G'-0" L - - - - 21'-10"- - -i- - - - - - - - - J a ° a 3'-0" 31.0 HOLD DOWN (TYP. NEW P-G" Wx P-0"H EA. CORNER) NEW 8" CONC. IF DN. WALL CRAWL SPACE VENT NEW I'-G" Wx I'-0"H W/#4 VERT. I G" ON I G"x 12" CONT. FTG. CRAWL SPACE VENT REINF. W/(3)#4 LWB * #4 @ 24" SWB. (TWP.) Foundation Plan SCALE: 1/4"=V-0" NEW(2) 2X 12 RIDGE (CONTINUOUS VENT SUPPORT AS REQ'D) TYPICAL ROOF CONSTRUCTION Mf - NEW ASPHALT SHINGLE ROOF - 151b FELT UNDERLAYMENT - 3G" WIDE STARTER STRIP OF WEATHERWATCH - 19" WIDE FELT PARALLEL OES - 3/4" CDX PLYWOOD SHEATHING John E. Stumpf, P.C. - 2"X 12 RR's @ I G" O.C. - 2X 10 CJ's @ I G" O.C. - 2X4 COLLAR TIES @ 24" O.C. •AR.CHITECTS•ENGINEERS- - 112" SHEETROCK -LAND SURVEYORS ALL STORAGE 725 Franklin Ave. Garden City, NY 115 3 0 Telephone Fax FIN.SECOND FLOOR 516.-877-0400 516-746-8622 ELEV.+101-011 - 631.-734-2011 516-538-4090 x 4 NEW 2"X 10" CEILING JOISTS @ Internet: www.blvdplan.com NEW WOOD SHAKER SHINGLES W/ �x I G" O.C. W/R30 BATT. INSUL. K 15# BUILDING PAPER OVER I" BTWN. JTS, THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE POLYSTYRENE INSUL. BD ON 4" ? AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. EXTERIOR GRADE PLYWOOD N MARY`S OFFICE INFRINGEMENTS WILL BE PROSECUTED. SHEATHING ON 2"x4" STUDS @ IG"' = O.C. W/8" GYP. BD. ON INTERIOR +I R-21 CLOSED CELL SPRAY FOAM F INSUL. BETWEEN STUDS. /�?\S<EtREDgRcy�T DATE: 3 - 11 -18 FIN.FIRST FLOOR DR. BY: E.S. — — ELEV.+0'-0" �t ) 1 SCALE: AS NOTED GRADE "°° (3) 1 -4"X 9- ' MICROLAM m ., 02163a CHKD: J.S. z NEW 2"X 10" FLOOR JOISTS @ I G" O.C. W/R30 BATT. INSUL. BTWN. JT5. Section 'A' SCALE: 1/4"=V-0"'-0" PROJECT NUMBER SHEET NUMBER 1804 A-2 Boulevard Planning, P.C. Construction Consultants 516-877-2001 - i ADDITION Lj I it _L11-141 LLLLLLL TO I I MATHERS - RESIDENCE N 12 i 11 - - ------- _ FIN.SECOND FLOOR i ELEV.+10' SLEEPY HOLLOW LANE o S OUTHOLD, NY I� ii I REVISIONS: DATE: Ln 1 11/19/2018 FIN.FIRST FLOOR " — - ELEV.+0'-0" - — GRADE i i I RAISED PATIO WITH i I I i SLATE FINISH j i I I i 4"CORNER BOARDS j ------- -----------------------------L ----------L ------------------------------------------------------------' L------------------------L----------L--------------- -------------------------------L-----------L-------------------------------------------------------------- Left Elevation CEDER IMPRESSIONS VINYL SIDING AS MANUF. BY NAILITE OR APPROVE SCALE: 1/4"=V-0"'-0" EQUAL ITIFI I i T7 7T FIN. SECOND FLOOR ELEV.+10'-0" _ i i ® ® ® 4"CORNER BOARDS Jolhn E. Stumpf, P.C. l •ARCHITECTS•ENGINEERS •LAND SURVEYORS- ® � 725 Franklin Ave. Garden City,LLLLI I I I I I I I \ I NY 115 3 0 - Telephone Fax IAIIIII 111111 FIN.FIRST FLOOR - 516-877-0400 516-746-8622 ELEV.+0'-0" - - 631-734-2011 516-538-4090 GRADE . I i i i Internet: vvww.blvdplan.com I 1I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - - — I- - HIMMNEY�LEANOUT-- - - - - - - - - - - - — - - - - - -I i i THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - _ - - - - - _ - - - - - - - - - - - - - -I- - - - - - - - - � L_J AND ARE THE P]ROPERTYOFBOULEVARD PLANNING P.C. I X 4 WOOD TRIM Z—AIR INTAKE CEDER IMPRESSIONS VINYL INFRINGEMENTS WILL BE PROSECUTED. AROUND ALL L SIDING AS MANUF. WINDOWS BY NAILITE OR APPROVE Right Elevation EQUAL or-FtEDA/�cy�T DATE: 3 - 11 -18 SCALE: 1/4"=1 '-0" %• ' UM�� "` DR. BY: E.S. SCALE: AS NOTED 2163 CHKD: J.S. PROJECT NUMBER SHEET NUMBER 1804 A-3 Boulevard Planning, P.C. Construction Consultants 516-877-2001 ADDITION TO MATHERS RESIDENCE SLEEPY HOLLOW LANE SOUTHOLD, NY REVISIONS: DATE: 1 11/19/2018 o z N � 12 3 LLLLJ 1 'i I 12 METAL ROOF 411 11 IT iLLEEA II 11 1 FIN. SECOND FLOOR 12 ELEV. +10-0" a7 iiLLU L _j_I LILE L jLjLLILtL � I I X 4 WOOD TRIM John E. Stumpf, P.C. AROUND ALL I II I WINDOWS •ARCHITECTS•ENGINEERS •LAND SURVEYORS Ll iiUA ]i LLiL 725 Franklin Ave. 4" CORNER BOARDS Garden City, NY 11530 =I-JL iLLLLL Ll I Telephone Fax j 516-877-0400 516-746-8622 631-734-2011 516-538-4090 FIN. FIRST FLOOR 4ILLiliL + _ ELEV. 0 0 Interne t. v�aww.blvd lan.com - p m ° b • ° °° ° ° Q • • ° ° E e ° ° ° °� ° �°° D < °° • <Q ° d <L ° G a °° ° ° ° ° � ° d A °G ° ° ° ° ° ° p • ° ° e � °° C � ° ° ° •G° °° • ° °° ° °° ` •° P °4 � d° ° � ° ° ° ° d° °m ° ° • ° ° • a • ° a °° G ° °d ° ° ° d ° G c Q THESE PLANTS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE GRADE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. RAISED PATIO WITH SLATE FINISH - - - DATE 3 DR. BY. E.S. SCALE: AS NOTED CHKD: J.S. Front Elevation PROJECT NUMBER SHEET NUMBER 1804 A- 4 Boulevard Planning, P.C. Construction Consultants T 516-877-2001 D P P.f REScheck Software Version 4.6.5 r 7C) F0z" THE Compliance Certificate ADDITION FOr' 70IJI-R.rEr) Project -A TO -110NI Energy Code: 2015 IIECC 0, Location: Mattituck,New York 00�.` UETE 8303S, oil AR Construction Type: Single-family L !OiN Slip! L IM,"T THE MATHERS Project Type: Addition ALI rC�13 �r'- LOT Climate Zone: 4 (5331 HDD 07 T H n S OF N Permit Date: VO :1 ST!,-i E7, ir,101� FrS;POINSTELE FOR Permit Number: "RESIDENCE I ERRORS. b 19 d) Construction Site: Owner/Agent: DesignerlContractor: (TO 'TIE DNE) Wo 4 19.3 2' OD DOCr, 1.7,1,. DOCK 0. O. 17. 12,45 SLEEPY HOLLOW LANE NEW PORTICO 3' Compliance: 33.0%Better Than Code Maximum UA: 106 Your UA: 71 Maximum SHGC: 0.40 Your SHGC: 0.40 0 A fj� 0 101 The%8 1 or Worse Than Code Index reflects how close to compliance the house Is based on code trade-tiff rules. z It DOES'NOT provide an estimate of energy use or cost relative to a minimum-code home. SOUTHOMNY -GOA 5- 0, NEW RAISED Envelope Assemblies PATIO APPROvIMATELY &I 13.o- c 524 5 F. ..................... .................... C) -7 DRJ EWAYWATERTO 01 C) BE VE51!CONTAINM)C SITE y ... EXISTING '1_A EXISTING '0 -4 &ZZ) TWO STORY , Wlr�r/,"TIl _025--2.1 _a RESIDENCE Wall 1:Wood Frame,16"D.C. 878 21.0 21.0 0. 2� 24 O, 9.3. Window 1:Metal Frame with Thermal Break:Double Pane 48 0.310 15 ,P w� SHGC:0.40 LOT POOL 0 (?Nf,!5'TO'PY 0 Ceiling 1:Flat Ceiling or Scissor Truss 524 30.0 0.0 0.035 is V _5� ADDITION/ , "? 6 10.5, N b �D, Floor 1:All-Wood joistfrruSS:Over Unconditioned Space 524 30.0 0.0 0.033 17 P 4.41 k5\ DAIE: 1 40,1 0. Compliance Statement: The proposed building design described here is consistent with the buildrig plans,specifications,and other uc,p C), calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in --- ----- REScheck Version 4,6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �p Name-Title Signature Date COMPLY r.3TH ALL CODES Or NEW YORK STATE Z TOWN CODES F 110 , A CLIECTRIVILro-11-11CI"71 AS 0, 1 REQUIRED Ila Ln 120.00N "53-35' 10,1 W 1&0% 1, 5 5500010011 W ............6..."6V 41 .4 HOUSE LOT RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 DWELLING OF THE TOWN CODE. (WELL OVER 150') Report date: 03/18/18 D a fif namet�Untitleclxc Page 1 of 9 1% Proposed Site Plan PLUMBING SCALE: 1132"= 1' All ex erfor lightinmr ALL PLUM S It 1 0 BING WA TE"&"RATER LINES NEED Installed,replaced or ------ TESTiNG BEFORE COVERIN( repaired 6611 confo.,M. ,a C'�f.:i7)TIFICA to Chapter 172 TION 1-4 � of the Town CodO �,-_).(V LEAD CONTENT BEFORE „_.-QI-ICATE OF OCCUPANCY SOLDER USED IN WATER TRUSS PLACARDING REQUIRED UppLy S yS TEM CANNOT EXCEED 2110 OF 1%LEAD. 131(n%rer door Must provide Manuals and ductworl: 2` D,J and S as per testing required. NYS Energy Code I. D ---------- FOYER Era DD UL MAR 2 0 2013 TOWN OF SOUTHOLD 81-011 81-411 j >< FRONT PATIQ "A SEAT John E. Stumpf, P.-C. O SLATE W/BRICK to cv cv SURROUND to SITE AND ZONING DATANEW 2X6 R.R. TV p -ARCHITECTS-ENGINEERS- ADDRESS: DISTRICT: TOWN OF SOUTHOLD 11245 SLEEPY HOLLOW LANE, SOUTHOLD, NY 11971 (S.C.T.M: 1000-78- 01 -10-15) @ C 0 < -LAND SURVEYORS TIOO - ZONING DESIGNAN: R-40 LU I I: ALAN'S Off ICE -1 SITE COMPUTATIONS S0 725 Franklin Ave. LOT SIZE 44,792.00 SQ.FT. ?:k) I T< A .41 LLJ!_� t )t. Garden City, NY 115 3 0 1,62100 SOFT 131-011 71-01 EX. HOUSE PROPOSED EXTENSION 524.00 SQ.FT. ROMAN COLUMN LOT COVERAGE EX. GARAGE&DECK 2,439.00 SOFT. (TYF,) I VANITYTelephone Fax --a- TOTAL 4,592,00 SQ.FT. 1 516-877-0400 516-746-8622 4,592.00 SQ.FT. 44,792.00 SQ.FT. 10.25% 631-734-2011 516-538-4090 COVERAGE R_-40 �Fyt,n(ky v ZONING REQUIREMENTS FOR REQUIREMENTS EXISTING CONDITIONS PROPOSED CONDITIONS REMARKS AREA PER DWELLING UNIT N/A 3011 30" POCKET -1 MIN.LOT AREA IGROSS AREA 40,000 SF. 44,792.00 SF. 44,792.00 SF. EX. NON-COMPLY(SEC. 280-124) Internet: www.blvdplan.com MIN.LOT WIDTH 150 FT, 150 FT. 150 FT. EX. NON-COMPLY(SEC. 280-124) FRONT YARD SETBACK(SEC. 280-124) 50 FT. 65.00 FT. 65.00 FT, COMPLY REAR YARD SETBACK(SEC. 280 157.5 FT. COMPLY NEW 2X 10 F.J.-124) 50 FT. 157.5 FT. I �TV NEW 2X 10 C.J. NUMBER OF SIDE YARDS(SEC. 280-124) 2 2 2 COMPLY JOIST@ I G" O.C. I - \,�-2 THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE MIN.SIDE YARDS MIN. WIDTH OF IST YARD 15 FT. 16.00 FT. 16.00 FT. COMPLY co� JOIST @ 1611 O.C. LU \_01JILD IN AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. MIN. WIDTH OF 2 YARDS -20FL 22.00 FL 20.58 FT. COMPLY tn INFRINGEMENTS WILL BE PROSECUTED. (SEC. 280-124).GROSS LOT COV. 20% 9.0% 10.25% COMPLY 1) 1 < I MAXIMUM HEIGHT 35 FT, N/A LESS THAN EXISTING DWELLING 1 COMPLY U_J MAXIMUM NUMBER OF STORIES 2-1/2 2-1/2 2-1/2 1 COMPLY wd, J I: I 0 I - < 1 X MARYS OFFICE �i C\J A C\1 AA DATE: 3 - 11 -18 -1011 LU t� < V DR. BY: E.S. .. ,.I I 32"X 8X li SCALE: AS NOTED 2 2X 10 HEADER 2 2X 10 HEADER CHKD: 1.5. NEW WINDOW NEW WINDOW L MATCH I/EXIST. MATCH EXIST. GI-OH I 01-Gil 51-8" 2 P-10" First Floor Plan SCALE: 1/4"=l '-O" PROJECT NUMBER SHEET NUMBER 1804 A- 1 Boulevard Planning, P.C. Construction Consultants 516-877-2001 i'- ADDITION TO MATHERS RESIDENCE EXISTING FOUNDATION / �� SLEEPY HOLLOW LANE so 0 Y PROVIDE 24" LONG #4 I REBARS @ 12" O.C. BACKFILL WITH EARTH I I VERTICALLY(TYP.) SLATE FINISH ONTOP REVISIONS: DATE: ° a NEW 5" CONC. FDN. WALL 4" CONCRETE SLAB I ° I 4" CONCRETE SLAB I I�W/#4 VERT. I G" ON ON GRADE _ I I ON GRADE I G"x 12" CONT. FTG. ° I W/OVER 4'4xW II .4-WHED F I I W/GxG-NV 1 .4xW 1 .4-WWF I VEK4" CRUSHEDa @ 124" SWB#� P B #4 0 a I STONE OVER G MIL I I O ONE OVER G MIL I I �t VAPOR BARRIER IU I N MIN. 18" DEEP I I RRIER A MIN. 15" DEEP I ° I p_ —2 �p I8.. 4.. 4„ 4.. �4.. 41 --7i//, �4 : NEW 2X 10 F.J. 11 NEVA/ 2X 10 F.J. JOIST @ I G" O.C. I I JOIST @ I G" O.G. 9'-11" I I I I I I 21'-10" 'I L - - - - - - - J L - - - - - - - J a ° - - - - - - - - — - - - NEW 8" CONC. IF DN. WALL L ' L HOLD DOWN (TYP. NEW I -G" Wx I'-01'H NEW I'-G" Wx I'-0"H EA. CORNER W/#4 VERT. 16 ON ) I G"x 12" CONT. FTG. CRAWL SPACE VENT CRAWL SPACE VENT REINF. W/(3)#4 LWB t #4 @ 24" SWB. (TWP.) Foundation Plan SCALE: 1/4"=1 '-0" NEW(2) 2X 12 RIDGE (CONTINUOUS VENT SUPPORT AS REQ'D) TYPICAL ROOF CONSTRUCTION - NEW ASPHALT SHINGLE ROOF - 151b FELT UNDERLAYMENT - 3G" WIDE STARTER STRIP OF WEATHERWATCH _ - 19" WIDE FELT PARALLEL TO EAVES --------------- ---------------- John E. Stumpf P.C. - 3/4" CDX PLYWOOD SHEATHING - 2"X 12 RR's @ I G" O.C. ----------- ----_-----_� - 2X 10 CJ's @ I G" O.C. LI--------- ---------Ij - 2X4 COLLAR TIES @ 24" O.C. •ARCHITECTS•ENGINEERS - 1/2" SHEETROCK -LAND SURVEYORS I I � I 725 Franklin Ave. I � Garden City, NY 115 3 0 Telephone Fax FIN.SECOND FLOOR 516-877-0400 516-746-8622 - ELEV.+101-011 - — 631-734-2011 516-538-4090 NEW 2"X 10" CEILING JOISTS @ Internet: www.blvdplan.com NEW WOOD SHAKER SHINGLES W/ I G O.C. W/R30 BATT. INSUL. � 15# BUILDING PAPER OVER III BTWN. JTS. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE POLYSTYRENE INSUL, BD ON 4" AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. EXTERIOR GRADE PLYWOOD N INFRINGEMENTS WILL BE PROSECUTED. SHEATHING ON 2"x4" STUDS @ I G" _ O.C. W/g" GYP. BD, ON INTERIOR A K-21 CLOSED CELL SPRAY FOAM A ATE: 3 - 11 -1 INSUL. BETWEEN STUDS. NEW 2"X 10" FLOOR JOISTS @ v ' , � I G" O.C. W/R30 BATT. INSUL. ;� `-w (?v!'E! +°j+ g f; uye BTWN. JTS. �+ ' � DR. BY: E.S. - FIN.FIRST FLOOR_ o r ELEV.+0'-0" 7 { t g SCALE: AS NOTED GRADE `• 4 m , CHKD: J.S. z � a 4 Section 'A' SCALE: 1/4"=V-0"'-0" PROJECT NUMBER SHEET NUMBER 11804A-2 Boulevard Planning, P.C. Construction Consultants 516-877-2001 -- - -___-_-- ------ �_�� - _---- ADDITION 1 LL _ MATHERS LU RESIDENCE LL 12 FIN.SECOND FLOOR — ELEV.+101-011 SLEEPY HOLLOW LANE Jill - _ i, o, SOUTHOLD, NY Ll ILL �- REVISIONS: DATE: 777777771 FIN.FIRST FLOOR — — ELEV.+0'-0" — — GRADE i 1 RAISED PATIO WITH I I I j i I j SLATE FINISH � I I I j 4" CORNER BOARDS j ------------------------- --------- I -----------------------------Lr----------Lr-------------------------------------------------------------- ', L------------------------L----------L--------------- -------------------------------L-----------L--------------------------------------------------------------1 CEDER IMPRESSIONS VINYL Left Elevation SIDING AS MANUF, BY NAILITE OR APPROVE SCALE: 1/4"=V-0"'-0" EQUAL �- - 1771 11 1 - I _WI -- - - - 11 111 -1 i -- - _ - FIN.SECOND FLOOR — —_ - - - ELEV.+10'-0" FET= 4" CORNER BOARDS Jahn E. Stumpf, P.C. - - 1- •ARCHITECTS•ENGINEERS- -LAND SURVEYORS - 11 11 IT 11 11 11 � ® 725 Franklin Ave. Garden City, NY 115 3 0 _ ii ii I ii i1h Telephone Fax FIN.FIRST FLOOR 516-877-0400 516-746-8622 ' TL—EV.+o'-o" 631-734-2011 516-538-4090 IT 11 1111 11 11 GRADE .. ° ° � • ' � �• - .-- ---� e / Internet: www.blvdplan.com _tiIMM_NEY 4-LEANO — —_ — — — — — — — — — — —I— j_ — — — — — —I I I THESE PLANTS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE I — - - I — - - - - - - — — — — — — — — — — — — — C _ _ _ - - - _ - - - - - - - - — —— — I - - - - - I - - - - - - - - - - - - - _ _ _ I I - - - - AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. J1� — I X 4 WOOD TRIMAIR INTAKE CEDER IMPRESSIONS VINYL INFRINGEMENTS WILL BE PROSECUTED. AROUND ALL SIDING AS MANUF. WINDOWS BY NAILITE OR APPROVE EQUAL =` Right ElevationD DATE: 3 - 11 -18 SCALE: 1/4"=1 '-0" 11f R �� `ra A DR. BY: E.S. a J 6 9 ' SCALE: AS NOTED 1' 3 9ya� �F N CHKD: J.S. PROJECT NUMBER SHEET NUMBER 1804 A-3 Boulevard Planning, P.C. Construction Consultants 516-877-2001 ADDITION TO MATHERS RESIDENCE SLEEPY HOLLOW LANE S OUTHOLD, NY REVISIONS: DATE: U z N � 11 LJ ELL I 12 11 METAL ROOF UjiE I H]_ LILL FIN. SECOND FLOOR 12 ELEV. +10-0" r I X 4 WOOD TRIM John E. Stumpf, P.C. AROUND ALL / WINDOWS •ARCHITECTS•ENGINEERS JLIL •LAND SURVEYORS 725 Franklin Ave. 4" CORNER BOARDS Garden City, NY 11530 �ju -UlLILHI�L 11 111 1 1 1_�Jjj Telephone Fax ILU 516-877-0400 516-746-8622 631-734-2011 516-538-4090 FIN. FIRST FLOOR ELEV. +0,-0" Internet: www.blvdplan.com .d n a • ° a e. e ° 'A . ° G a . ° .° Q . '° , ' a • G .d ° .d . ' a . a• a ° 8 a O < . ..., ° G° . . .. G a , s a a a a c GRADE THESE PLAINS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. INFRINGEMENTS WILL BE PROSECUTED. RAISED PATIO WITH SLATE FINISH - - - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE: 3 - 11 -18 DR. BY: E.S. SCALE: AS NOTED "'• 316 N1 CHKD: J.S. ly'ront Elevation PROJECT NUMBER SHEET NUMBER 1804 A-4 rBoulevard Planning, P.C. Construction Consultants Table 3AA Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure516-877-2001 Shear Connection Requirements � Table 3.9A Rafter/Ceiling Joist Hoei Joint Connection Requirements (Prescriptive Alternative to Table 3.4) Table 3.6 Ridge Connection Requirements for Wind v r (Prescriptive Alternative to Table 3.9J �xposu i e Roof Live Load Ground Snow Load Wind Speed (Dead Load Assumptions: Roof Assembly DL=10 psf) 3-wcand gust(rnphl 90 95 100 105 110 115 120 130 140 ISO 160 170 180 195 20 psf 30 psf SO psf 70 psf WlndSpeed _ Roof Span(ft) ADDITION See Fl ure 1.1 3.seconajust Imph) 90 95 100 ins Ito 115 120 130 140 iso 16o 170 iso 195 12 24 36 12 24 36 12 24 36 12 24 36 (See Fpure Ll) Rafter Ceilin Joist Wall Number of 8d Common Nails or 10d Box Nails(Toe nailed) Rafter 13,1.4,9 / g Rafter SJape Required Number of 16d Common or 40d Box Nails per keel Joint Connection Height 13,14 Roof Span ,,5,ka Spacing(in.) TO Sparing(in.} Required in Each Rafter and/or Ceiling Joist to Top Plate Connedfan agar Phdt Requlrrd Capmdtp of Ridge Comtealian(pR1 (ft,} fril 12 3 5 8 3 6 9 5 9 13 6 12 17 12 M 39 S1 W 77 91 105 136 1W 205 243 284 327 337 12 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 16 4 7 10 4 8 12 6 22 17 8 15 23 16 37 52 68 103 121 141 227 2.6 272 325 379 4' 579 3:12 MATHERS 10 2 2 2 2 Z 2 2 2 3 3 3 3 3 3 26 46 6s 85 1120 6 126 151 176 227 282 342 406 473 S4s 11561 19.2 4 8 12 5 10 14 7 24 21 9 18 27 16 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 312 24 SG 78 107 In IV 187 211 2n 339 410 427 562 654 793 24 5 10 15 6 12 is 9 17 26 12 23 34 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 29 65 91 119 149 Igo 212 296 318 3% An 568 663 763 92S 12 3 4 6 3 5 7 4 7 10 5 9 13 24 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 32 74 105 137 in 206 243 I81 363 457 547 649 759 273 1057 16 3 5 8 3 6 9 5 9 13 6 1Z 17 RESIDENCE 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 36 83 112 ISIS 192 131 273 316 409 502 616 730 857 p82 1190 4:12 1 Prescriptive}units ate based on assumptions in Table 3.4. 11 26 35 45 55 65 77 9s ILA 139 ISO 193 231 2166 324 19.2 3 6 9 4 7 it fi 11 16 7 14 21 a When ceiling joists are installed parallel to rafters,the sum of the toenails la the rafter and ceiling jotst shalt equal of exceed she Tabulated number of naris requke�. is 35 47 60 73 87 107 S 113 350 186 224 265 306 354 428 24 4 a 11 5 9 13 7 13 19 9 17 26 20 43 s8' 75 91 109 129 147 in 237 260 in 395 441 536 12 3 3 5 3 4 6 3 6 8 4 7 11 s To avid spfitslr$,no more than 2 toenails shall be installed fn each side of a rafter err ceiling Joist when fastened to a 2x4 rap plate or 3 toenails In each side when 4:12 24 52 70 89 Ila 131 153 176 216 27? 336 397 463 532 643 16 3 4 6 3 5 7 4 7 IF 5 4 14 fastened to a 2xb top plate. 29 6t BI IDIS 1111 iS3 179 206 263 325 392 464 SID 6241 750 5:12 19.2 3 5 7 3 6 9 5 9 13 6 111 17 • Where too p1me-to-fidgeheiChi&exceed 10`.Meyshag beadjusted as(allows: 111 69 94 119 146 174 204 235 301 372 448 SM 617 M 257 1245 SLEEPY HOLLOW LANE 36 71 105 134 1W 196 230 264 338 419 504 596 694 797 964 24 3 6 9 4 7 11 6 11 16 7 14 21 Wall Helght r 10' 12 2D 27 35 43 51 61 69 29 1e9 132 156 192 209 253 12 3 3 4 3 3 4 3 4 6 3 5 8 Top Plate to Ridge 16 2G 36 46 57 68 so 92 112 146 176 209 242 279 337 16 3 3 5 3 4 5 3 5 8 4 7 10 Adjustment Factor 20 31 45 S9 71 85 100 115 147 122 220 26D 301 349 421 7:12 S OUTHOLD NY Hew Ifti 5:12 24 AD 54 69 as uu 219 13a 177 219 264 312 364 418 506 19.2 3 4 5 3 4 6 3 6 9 4 8 12 7 10' LOO 1.00 29 46 61 81 99 219 139 161 2^06 255 309 364 424 482 sw 24 3 5 7 3 5 8 4 8 11 5 10 15 is, 1.15 I.25 32 53 72 91 ild 136 Ise 281 236 792 352 416 485 557 674 12 3 3 3 3 3 3 3 3 5 3 4 6 213' 140 1.50 36 60 81 IDIS 128 153 179 207 265 328 396 468 545 627 758 15 3 3 4 3 3 4 3 4 6 3 5 B 12 20 26 33 m 48 55 63 s1 99 119 141 164 186 127 9,12 19.2 3 3 4 3 4 5 3 5 7 3 6 9 16 27 3S 44 54 63 74 65 lee 133 159 188 276 250 302 20 31 44 5s 67 79 92 SDE 135 166 199 215 173 313 I76 24 3 4 5 3 4 6 3 6 9 4 s 12 6:12 24 40 53 66 s0 95 ill 227 162 199 219 .292 327 376 4S3 12 3 3 3 3 3 3 3 3 4 3 3 5 Table 3.4A Rafter and/or Ceiling Joist to To Plate Lateral and Exposure 32 47 61 77 0 111 129 162 118 233 379 376 387 436 523 f b � 32 53 7D Eg 107 127 149 159 215 Its 319 376 436 501 15415 12:12 lb 3 3 3 3 3 3 3 3 5 3 4 6 Shear Connection Requirements M 613 7s 99 121 Sa3 166 190 242 298 no 423 49t 564 "0 24 3 3 3 3 3 4 3 4 6 3 5 7 12 27 32 37 43 49 55 62 76 94 112 132 153 175 211 24 3 3 4 3 3 5 3 5 7 3 6 9 RE VI S I ON S: DATE: (Prescriptive Altemative to Table 3.41 i6 3G 43 5o 57 65 73 aI ID2 us 149 17G 204 233 291 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to 20 45 53 £2 72 it 92 103 117 156 1117 220 254 791 3'51 resist the applied loads. Wind Speed 7:12.1212 211 54 64 7S 116 4s Ito 313 153 127 224 263 305 350 4a 2 When intermediate support of the rafter Is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 L160 170 180 195 21 62 74 17 100 u4 129 144 178 ria 261 307 356 409 49t connection requirements shall be permitted to be reduced proportionally to the reduction In span. Kee r ure 1.1 32 71 8S 99 115 13D 147 164 204 250 299 35' 407 466 S62 3 Equivalent connections a re required for ceiling joist to ceiling joist lap splices. 36 90 96 112 129 147 165 18. 119 721 336 39S 452 575 632 Rafter/Ceiling Joist Walt Number of Ad Common Nails or 10d Box Nails(Toenalted) 1 Tabuta`ed connection regtArements shall be permitted to be must nfie!by OL 7D for framing milt focYed within 1 feet of bt.�d�ng corners. 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. Spacing(fn.l H`k}t Required in Each Rafter and/or Ceiling Jolstto Top Plate[onnectiont".4 2 Tabulated connection regtAremeras ate based va total uplift mince the roof assembly dead loa6of G psf fO.Gx 10 par_6 Pan. 5 Tabulated heel joint connection requirements assume ceiling joists Or rafter ties are located at the tottom of the attic space. 3 Tabulated connec9on tegtAremefns are based on a 12 inch rdEe connection spsciner,for dflle-ent fir.';.connection sparing,mJtiply the tabtlatedvalues by the oporoartme When ceiling joists or rafter tics are located higher in rite attic space,no attic storage is assumed,and the tabulated heel joint 12 8 2 2 2 2 2 Z 3 3 3 3 3 3 3 3 multiallet below: connection requirements shalt be increased b the followin factors: 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 Ceiling Height/Top 8 2. 2 2 3 3 3 3 3 3 3 3 3 d 4 Ries°careectlort Suacin6litt.l 12 Ia 192 24 48 Plate-to-Raof Ridge Heel taint Connection i6 Multiplier 5.00 1.33 LGO I.oa 4.DD Adjustment Factors 10 2 2 2 3 3 3 3 3 3 3 4 4 4 5 4 Far jatit rafter up lilt connections,thea roof span equal to twice ttv pck ranter largeh.The jack rafter length includes the over%"length and the jack span. sea Height NMI) 24 8 3 3 3 4 4 4 5 5 5 5 5 5 6 fi 10 1 3 3 4 4 4 5 5 5 5 5 6 6 9 so T T .f 1/2 2.50 t Prewiptive IltrIts are based 01%assumpl Ions In Table 3.4. ec 1/3 1.50 a When celnrig joists are instafled pdraIlei to rafters,the sum of the toeraits In the rafter and ceiling joist shalt equal of exceed the tabulated number or malts required. 1/4 1.33 11/5 1.25 • To avoid spIming„no more that I toenails SNI be installed In each side of a rafter or celtog joist when fastened to a 2x4 top'plate or 3 toenails In each site when Table 3.6 Ridge Connection Requirements for Wind �/ 116 1.20 fastened to a 2x6 tap plate. 4 Exposure 1/10 1.11 • Where top pfate-to-ridge heightsexceed 10',they shall be adjusted as follows: (Dead Load Assumptions: Roof Assembly i� =10 psf) Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of Wall Height r 30' Wind Speed the top plate-to-roof ridge height,H4,or when He is greater than 2 feet and may require additional consideration. ).Mond gust fmphl 90 95 100 105 1E0 115 120 130 IW 350 160 170 1!0 195 Top Plate to Ridge (See Figure 111 Height(h), Adjustmentfaeta SD' 1.130 1.OJ Rnof P left Ra 011 Required t apaclry d9f tae t annection 1pltl 25' 115 1.25 12 67 81 99 117 135 IS4 174 217 263 313 366 423 482 S75 zo' 1.40 1.517 16 84 110 132 356 190 3136 233 290 351 417 489 563 613 77I 20 111 137 165 194 225 2S7 241 362 439 Sin 6113 714 204 965 3:12 24 133 165 199 233 270 309 349 434 527 626 732 645 965 1tS7 is 1st 192 231 272 315 360 407 507 61S 730 854 986 1126 1350 32 172 210 764 311 360 452 des 579 702 23S 976 1111 1287 1543 36 200 247 297 350 ADS 463 523 6S2 790 939 1098 1269 1427 1736 12 57 70 83 97 112 127 143 178 215 I54 297 342 340 467 s 16 76 93 111 LAO 149 170 191 237 226 339 3% 456 520 623 Table 3.5A Top and Bottom Plate to Stud Lateral Connections �� m 95 Its In IV IIs 212 239 29G 359 424 445 570 -Ism 779 for Wind Loads 4:12 24 114 139 166 194 224 Ss 287 355 429 509 sot 664 790 935 28 133 to 195 727 161 297 335 415 set S94 693 798 910 IWO (Prescriptive Alternative to Table 3.5) 32 152 166 222 259 299 339 382 474 573 679 792 912 1040 1246 36 173 109 249 191 336 322 430 533 644 763 991 1027 1170 1402 Wind Speed 12 a4 54 66 76 as 100 152 !dA 169 2t3o 234 269 307 368 16 59 73 17 101 117 133 ISO 186 22S 2167 311 359 409 491 3-second gust(mphl 9D 95 100 105 110 115 120 130 140 15(} 160 170 180 195 20 74. at 1108 127 1!6 166 197 211 221 133 3a9 449 512 613 5:11 24 99 See 130 IS2 175 200 I2S 279 337 400 417 539 614 736 (See Figure 1.1} 28 104 127 151 177 2% 233 262 326 394 467 SUS M 717 851 Stud 12 118 145 173 203 234 Me 300 372 450 534 623 711 839 991 Spacing Wal(Height(ft} Required Number of 16d Common Nails or 40d Box Nails pair Stud to Plate Connection(plf)t 36 133 163 195 218 263 299 337 419 S06 Wo 701 102 971 1304 (In} 32 42 51 60 70 so 91 102 126 152 184? 210 241 275 329 16 56 67 !0 93 107 121 136 168 203 IAD 220 322 367 439 B 2 2 2 2 2 2 2 2 2 2 2 2 2 2 20 70 84 100 Its 334 1S2 170 Ile 753 No 349 412 458 448 10 2 2 2 2 2 2 2 2 2 2 Z 2 2 2 6:12 24 a3 lin 12D 140 160 1s2 204 252 364 360 419 483 550 659 12 2 2 2 2 2 2 2 2 2 2 2 21 97 Ila 140 163 Ill 212 239 294 Sas 470 419 563 641 767 32 111 135 160 196 214 242 272 336 406 480 559 644 733 977 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 36 125 152 ISO 209 24D 273 307 379 456 540 6I9 734 125 987 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 12 44 51 59 67 76 Be 96 111 lag 168 555 2.24 255 304 16 59 a 78 a9 101 314 128 ISE !fig 221 260 299_ 340 Am lf3 2 2 2 2 2 2 2 2 2 2 2 2 3 3 20 74 a5 98 ill 126 143 160 197 237 MIS 325 373 425 507 20 I Z Z 2 2 2 2 2 2 2 2 3 3 3 7:12.1L11 24 89 101 its 133 152 172 192 236 2fi4 33S 390 448 510 609 21 103 128 137 Sss 1177 2M 224 275 lit 191 Ass 523 595 710 $ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32 its 137 157 179 202 229 256 335 379 447 520 597 SKI gill 10 2 2 2 2 2 2 2 2 2 1 2 2 2 3 36 133 254 176 200 122 257 Isis ass 426 Sol 5� 672 765 913 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 Tabtdated connection rewiremerets shall be permitted to be multtp6ed by 0.70 for framing not looted within 8 feet of buildng mien. 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 2 Tabulated connection reoviremetts are based an total uplift mints the roof assembly dead load of 6 psf 10.6 x 10 psf:6 psf). 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 3 Tabulated co+tneeeion requirements re based on a 12 Inch ridge connection spaciry for diffeturn ridge connection spacing,multiple 0e tabulated values by five apptaorlate mtkiplier below: Is 2 2 2 2 2 2 2 2 2 3 3 3 4 4 Ridge connectiionSoscina6Rl 12 16 19.2 24 49 _ 20 2 2 2 2 2 2 2 2 2 3 3 3 4 5 Multiplier LA0 133 1.60 2.00 4.00 B 2 2 2 2 2 2 2 2 2 2 2 3 3 3 4 For lack rafter uplift connections,use a roof span equal to twice the lack melte+length_The lact rafter,I"lr.h induces the overhang length and the jack span 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 John E. Stumpf, P.C. 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 •ARCHITECTS-ENGINEERS- 16 2 2 2 2 2 2 2 3 3 3 4 4 5 6 is 2 2 2 2 2 2 2 3 3 4 4 5 5 6 -LAND SURVEYORS- 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 725 Franklin Ave. ! Prescriptive limits are based on assumptlans in Table 3.5. Garden City, NY 115 3 0 Telephone Fax 516-877-0400 516-746-8622 631-734-2011 516-538-4090 Table 3.5A Top and Bottom Plate to Stud Lateral Connections Exposure C for Wind Loads (Prescriptive Alternative to Table 3.5) Internet: www. v p an.com Wind speed 3-second gust(rnph) 90 95 100 105 110 115 120 130 140 1S0 160 170 180 19S THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE (see Figure i.1J AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. Stud INFRINGEMENTS WI L BE PROSECUTED. Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection(plf)l (in.J 8 2 2 2 2 2 2 2 2 2 2 2 2 2 7 10 2 2 2 2 2 2 2 2 2 2 2 2 2 3 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 t �E� ;1 "` y DATE: 3 - 11 -18 12 14 2 2 2 2 2 2 2 2 2 2 2 3 3 4 16 2 2 2 2 2 2 2 2 I 2 3 3 3 4 18 z z z z z z z 1 a 3 3 3 4 4 � '; `�j°.� � DR. BY: E.S. ��,, SCALE: AS NOTED 20 2 2 2 2 2 2 2 2 2 3 3 4 4 5 t, �, 4 B Z 2 2 2 Z 2 2 I 2 2 2 2 3 3 10 2 2 2 2 2 2 2 2 2 2 3 3 3 4 12 2 2 2 2 2 2 2 2 2 3 3 4 4 ` ' r 16 14 2 2 2 2 2 2 2 2 3 3 3 4 4 5 J CHKD: J.S. 146 2 2 2 2 2 2 2 2 3 3 4 4 S S 1$ 2 2 2 2 2 2 2 3 3 3 4 4 5 6 Z0 2 2 2 2 2 2 2 3 3 4 4 5 5 6 8 2 2 2 2 2 2 2 2 2 3 3 4 4 5 14 2 2 2 Z 2 2 2 3 3 3 4 4 5 6 12 2 2 2 2 2 2 2 3 3 4 4 5 5 6 24 1,4 2 2 2 2 2 3 3 3 4 4 5 5 6 7 145 2 2 2 2 3 3 3 4 4 5 5 6 7 a 19 2 2 2 3 3 3 3 4 4 5 6 7 7 9 242 2 2 3 3 3 3 4 4 5 6 6 7 s 9 PROJECT NUMBER SHEET NUMBER 1 Prescriptive limits are based an assumptions in Tattle 3.5. 1804 CS -3 ROOF BOARD NAILING SCHEDULE 2015 WFCM Boulevard Planning, P.C. GENERAL NOTES 7S. T_'t SEE SHEET CS-3 FOR ADDITIONAL TABLES Construction Consultants AFTER TIE 516-877-2001 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE - PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL BLOCS Table 3.1 NaIIIngSchedule THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. - BACK @ 4'-0" O.C. Numbee of Number of Joint oescripHan 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 1. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE - - tommonNals Nail eoaNalls TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL _ RoaretNG ADDITION Rafter to Top Plate(Toe-nadedl (see seeTcable 3.4A) Isee cable 3.aA) per raper STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-36 AND A-501 _ ATTIC cemngJoist toTop Plate(Toe-nailed) (tee Table 3.41A1 Isee Table 3.AA) perjolst Calling Joist to Parallel Rafter(Face-naled) (see Table 3.9A} Isee Table 3.9A) each lap 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, TRAP TIE CeIIIng)chi Lops over Partitions(race-naaed) (see Table 3-9A) Itee Table 3.9AI each hp CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK CONCRETE AND MASONRY PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. LINK# 1 - ATTACHMENT O SHEAITHING Clocking to ol!arTletaRatter(facenatk (see Table3.6) see : parte rr,O TO ROOF RAMING rim afteroe-nalkd) 2-16d:-ad 3-1ad each end 1 1. ALL FOOTINGS SHALL BEAR ON VIRGIN OR UNDISTURBED SOIL OF 2,000 PSF Itlm Board to Raper(Erttf rolled) RAMI 3-16d each end 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF + BLOCKING 2 BAYS WALLFRAMING PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE LINK# 2 - C NNECTION OF RAFTER lop Fit Interste oni(tac"alledl[ace-iw 2.16d 2.16d` per foot MATHERS TOWN OF ON AN LD. ACCEPTABLE BEARING STRATA IN THE FIELD. & THE TOP OF WALL BACK @ 4'-0" O.C. Top Matesd lFacieettlons(Faoe nailed) 2.16d 5-16d joims-each side stud m stud(Fate-n:Iled) :-16d :a6d :1"C.C. 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND Header to Header(Face-palled) 16d 16d 16 along edges 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPECIFICATIONS FOR STRUCTURAL Top or Bottom Plate to Stud(End-nalled) (see Table 3.SA) (see Table 3.5AI per stud DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR CONCRETE IN BUILDINGS" (fc=3,500 PSI), REINFORCING STEEL, IF ANY, SHALL LINK# 3 - CONNECTION OF TOP BottomPlateace-nto alled) aandjoltt,Endjolst 2-t6dst 2.16d" per foot RESIDENCE ------------------- ----------- :r Blocking(face-natledl TOP PLATE SLATE 0 STUD SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO CONFORM TO ASTM A-615 GRADE 60. FLOOR FUMING __ _ _ _ __ TOP OF PLATE SECOND FLOOR FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL lolstmSill,Top PlaleaGirder(Toe-nailed] 48d 4-10d per joist ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 3. ALL MASONRY UNITS SHALL BE CLEANED OF ANY DIRT OR DUST PRIOR TO ELEVATION VARIES LINK 4 - CO ECTION OF TRAP TIE eddgingtoJoist Boa-nailed) ]_:d Y-lod each end 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED INSTALLATION TO ENSURE A SECURE AND PROPER BOND. SHEATHING TO HEAD R Stocking toSiiorTopPlaed) ]-sd 2-sod each blnd ock DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE Blocking to sat or Top Mate(Toe•rtaled► 3.164 -16d each k LedgerStrlptaseamlFace-paned{ 3-16d d-16d each joist INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL LINK# 5 - CONNECTION F HEADER Joist ontedgertoBeam(alled) led{ 3 6d 3-10d perjoise 1245 SLEEPY HOLLOW LANE JLIUBLOCKING 2 BAYS Band Joist to,dt:(End�aMed) 316d d-16d per foot TO ADJACENT EXTE I R WALL Band ldtt to SIR or Top Plate(Toe-palled) :-16d' &16d per foot 7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND 1. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW WINDOWS BACK @ 4'-0" O.C. SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE OF ROOF SHEATHING SOUTHOLD, NY Wood l Boar al Panels 8d IQd (see Tabte 3.1Ct) FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAC Diagonal Board Sheathing 3'as-or1 USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT CONTRACTOR. wider ]-8d z-1od persupport r:1e"orwld BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE er 3.8d 3104 enupport tERING SHEATHING ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. FIRST FLOOR Gypsum wallboard Sd coders Sd coolers 7"edge 110'Reid 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS DO 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER POSSIBLE. TUD TO FLOOR wA11sHEATHrNG NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE woad strStructural 6d IOd Isee Tabe3.11) FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT AND/OR OWNER. LINK# 6 - CONNECTI NOF WALL CONNECTION stnntctTarel FTFiberboard STATE AND LOCAL CODES. TO FLOOR FRAMING 3/:• 11 Is.Italy.rooFingna�l - 3'edge J6^field 4. EXPOSED DUCTS IN CRAWL SPACES OR ATTIC AREAS SHALL BE INSULATED. (0.12(".1-1/2'lo"ga7/16"head) 9. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND THE SITE 25/32" 11ga.galv.roofingna,l 3'edge/6"fieri REVISIONS: DATE. LINK 3 - CONNECTION OF TOP BLOCKING 2 BAYS SHALL BE CLEANED UP AT THE END OF EACH WORK DAY, CLEAR OF ANY FINISH SECOND FLOOR ___#_______ ro.120'a1-3r1"lorigx3/8-head) HAZARDOUS CONDITIONS. N.Y.S. ENERGY CODE STATEMENT ELEVATION +8=16'---- -PLATE--Te BACK @ 4'-0" O.C. Gypsum Wallboard 5d coolers Sd coolers 7"edge 110'Reid Hardboard 8d Bd (see Table 3.11) 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE ----------- -------------------- Particleboard Panels Sd Rd Ise@manufacturer) 1. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND, TO LINK# 4 - CONNECTION 0 End Wall Bracing CALLED FOR IN A TIMELY MANNER. THE BEST OF HIS KNOWLEDGE, THEY COMPLY WITH THE REQUIREMENTS WITH SHEATHING 0 HEADERQoiegenalBoard shaamIng 3'a6'or 1'aR" 2-8d ]-Sod per support 11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE TOGETHER THE NEW YORK STATE ENERGY CONSERVATION CODE. 3-a10"orlt'Itter "d 3-10e per support TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF THE TRADES. HE ),Giabblle .T.S. IxonR SHEATHING SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR THE PROPER CARPENTRY LINK# 5 - CONNECTION F HEADER WoodStructtnalPanels INSTALLATION OF EACH TRADE. TO ADJACENT EXTE I R WALL 3•orless 8d 10d 6"edge/12-field greater than 1" lod 16d 6"edge/12'field 12. ALL WORK SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL CODE AND 1. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 PSI HEM-FIR. Diagonal Board 1asng tie MIS:" 2-8d 2-I0d Dxsupport 2016 NYS SUPPLEMENT. 2. ALL JOISTS SHALL HAVE SOLID BRIDGING AT 8'-0" O.C. 1'x10-orWitter 3-gd -IOd per support 13.. ALL WORK SHALL CONFORM TO WOOD FRAME CONSTRUCTION MANUAL 2001 ED 3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "CATS" AT MIDPOINT. ALL Nailing r.1..tnentsxebasedoriwall reduced.sheathing pro,incIf all sheering Is penal edge.Alternative son-c ti Ienat3ng pone; deco be u@ed where watt sl+ealhmg nailing is reduced.For eaampfe,g wall sheathing Is nailed 3 Inches ont@vtter at the panty edge to DOOR OPENINGS, ARCHES, AND WINDOWS SHALL HAVE "CATS" ON EACH SIDE. SIMPSON STRONG-TIE _ " obtainhigher shearcapacities,nalingrequlrements!orstructural membersshalt bedoubled,oralternate connectors shall be used CS16 CONNECTOR 1MIN.. When mathrathingin the lscontipath. WOOD FRAMING � When wall sheathing it continuous over connected rnemben,the tabulated number of nails shall be permitted to be reduced to 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER. LINK# 6 - CONNECTION O ALL 1-16d nal per foot. 1. DESIGN LOADS: FIRST FLOOR - 40#/SF LIVE LOAD - 20#/SF DEAD LOAD - 60#/SF TOTAL 5. UNLESS OTHERWISE NOTED, ALL PLATES ARE TO BE SECURED TO THE TO FLOOR FR ING USE 22 - 10d x 1 1/2 ROOF - 15#/SF LIVE LOAD - 20#/SF DEAD LOAD - 35#/SF TOTAL FOUNDATION WITH J" DIAMETER GALVANIZED "J" BOLTS @ 4'-0" O.C. SECOND FLOOR - 30#/SF LIVE LOAD - 20#/SF DEAD LOAD - 50#/SF TOTAL 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH FINISH FIRST FLOOR____ LINK 7 - CONNECTION JOIST GALVANIZED NAILS / CEILING - 20#/SF LIVE LOAD - 20#/SF DEAD LOAD - 40#/SF TOTAL CONCRETE, CONCRETE BLOCK, MORTAR, SOIL, TERMITE SHIELDS, ETC. SHALL BE ELEVATION +0 0'r TO PLATE PRESSURE TREATED LUMBER. 2. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, NO. 2 GRADE FB = 7. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE 825 PSI, E = 1,200,000 PSI. 8. ALL OPENINGS SHALL BE DOUBLE FRAMED, ALL AROUND. j CLEAR LINK# 8 - CONNECTION OF WALL � SPAN 3. ALL HEADERS SHALL BE (2) 2"X6" @ 2"X4" WALLS & (3) 2"X6" WALLS 9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, PRESSURE TREATED, 40 TO FOUNDATION @ 2"X6" WALLS UNLESS NOTED OTHERWISE. YEARS MINIMUM. 4. ALL HEADERS SHALL BEAR ON 4"X4" POST @ 2"X4" WALLS OR 4"X6" 10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. POST @ 2"X6" WALLS UNLESS NOTED OTHERWISE. 11. UNLESS OTHERWISE NOTED, ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 HEADERS WITH �" PLYWOOD PLATES, GLUED AND SPIKED BETWEEN THE 5. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY MEMBERS. CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS, MINIMUM. COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES. 6. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 4X6 POSTS, MINIMUM. MIN. SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO FINISHES PROVIDE MINIMUM 1' EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE END DISTANCE THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS. 1. UNLESS OTHERWISE NOTED, ALL MOLDINGS AND FINISH MATERIALS SHALL ---------------- EQUAL NUMBER OF 7. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL MATCH EXISTING AS CLOSELY AS POSSIBLE AND SHALL BE APPROVED BY THE L------------------- SPECIFIED NAILS IN WIND ANCHORS, AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED. OWNER. IF IN CONTACT W/ AQC LUMBER ALL FASTENERS AND CONNECTORS SHALL 2. ALL SHEETROCK SHALL BE POWER-SCREWED IN PLACE. ALL SHEETROCK BE STAINLESS STEEL OR DOUBLE GALVANIZED COATING. JOISTS SHALL BE TAPED AND SPACKLED WITH THREE COATS OF JOINT COMPOUND, SANDED AND READY FOR PAINT. NOTE: 8. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH 3. PLYWOOD SUB-FLOORS SHALL BE POWER-SCREWED DOWN TO JOISTS OR BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH SLEEPERS. STRAP TIES TO BE PLACED GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDINGAT 16" O.0 INTERIOR FROM EACH GABLE END. 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED 2 Critical Load Path 9. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING WITH "WONDERBOARD". ALL OTHER BATHROOM WALLS SHALL BE COVERED WITH MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. WATER-RESISTANT (BLUE) SHEETROCK. CS1 IAGRAMATIC ONLY & IS NOT MREFLECTIVE OF ACTUAL MEMBER SIZES 8 Type Strap Roof/Wall Tie Detail N.T.S. DRAWING IS D 10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR 5. IN AREAS WHERE WALLS ARE REMOVED, FINISH FLOORS SHALL BE BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. "TOOTHED-IN' TO MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THIS PARTICULAR PROJECT SEE FLOOR PLANS & SECTIONS. CS 1 11. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE 6. UNLESS OTHERWISE NOTED, ALL CLOSETS SHALL HAVE A POLE HUNG AT 5-6" CLIPS" @ 16" ON CENTER. WITH A SHELF OVER THE POLE. 12. ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS 7. ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. MANUFACTURED BY TRUS JOIST CORP, OR EQUAL. SIZES AS INDICATED ON 8. UNLESS OTHERWISE NOTED, ALL NEW BATHROOMS SHALL HAVE A TOWEL BAR, CS20 x 18" MIN. ICE & WATER SHIELD TO BE TWO SOAP DISHESA TOOTHBRUSH HOLDER AND A TOILET PAPER HOLDER, 2" TOP LAP 24" FROM EDGE OF ROOF , PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE MET. DRIP WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. MINIMUM. 4" TOP LAP EDGE APP'D UNDERLAYMENT 15 LB 13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED 9. UNLESS OTHERWISE NOTED, ALL NEW POWDER ROOMS SHALL HAVE A TOWEL OVER FELT ASPHALT FELT SHALL BE "SIMPSON STRONG-TIE CONNECTORS" OR EQUAL AND SHALL BE BAR, SOAP DISH, TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, MINIMUM. ALONG RAKE CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. ELECTRICAL 1" „ WOOD °° o DECK Wind-Bourne Debris Protection John E. tumpf P C 14. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND 1. ALL ELECTRICAL WORK SHALL BE DONE AS PER GOVERNING LOCAL CODE. ° ° (VARIES) 11 S C. ALL OPENINGS. 15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CS 1 AS PER NEW YORK STATE CODE REQUIREMENTS. ° ° 16. DUE TO INCREASED GEOGRAPHIC DESIGN SPEED ADJUST STRAPPING TO MEET 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO °° METAL -ARCHITECTS-ENGINEERS- SIMPSON ENGINEERS'SIMPSON CATALOG DESIGN SPECIFICATIONS. FACILITATE NEW CONSTRUCTION. LOCATION SHALL BE APPROVED BY THE .,: . DRIP TABLE 8301.2.1.2 -LAND SURVEYORS ARCHITECT AND/OR OWNER. If 0NAILING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE ASPHALT ROOFING 4. ELECTRICAL SERVICE SHALL BE UPGRADED TO ACCOMODATE THE NEW ° 9" STARTER STRIP FOR WOOD STRUCTURAL PANELS••"6d OR COURSE OF FAS TENERSPACING inc_hea 725 Franklin Ave. 1. ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. CONSTRUCTION AND REPLACED WERE DEFICIENT ° ° LSU28 HANGERS SHINGLES INVERTED 4feet c 6feet c FASTENER Panel span panel Span panel span Garden Cit NY 115 3 0 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE 4 Ridge strap/ teco START FIRST COURSE TYPE s4feet s6feet safeet y' OR COPPER ROOFING NAILS - MIN. 12 GAUGE SHANK WITH A MIN.3/8" DIA. HEAD. REMOVED AND REPLACED WITH STANDARD BX OR ROMEX WIRING. �SlMPSON STRONG-TIE WITH FULL STRIP \0.6 Scrzws 1h" 12" 9" 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. PLUMBING ER RAFTER INSTALLED UNDER PLYWOOD START THIRD COURSE START SECOND No.R Screws th" lft" 12" Telephone Fax GLAZING WITH CEILING COLLAR TIES AT 32" O.C. WITH FULL STRIP COURSE WITH FULL For Sl: Iinch-25.4mm.Ifoot-304.8mm.Ipound-4.4-)RN. 516-877-0400 516-746-8622 47 InA. 1. EXISTING HOSE BIBS SHALL BE RELOCATED AS REQUIRED. CS20 x 18" MIN. WITH (7) 10D COMMON NAILS MINUS FIRST TAB STRIP MINUS 1/2 TAB I eisbomile edont130m mph mind a.ThistaWcisbasedon[30ntphuindspcedsand a3)-Axxmean mofheighl. 631-734-2011 516-538-4090 1. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH 2. UNLESS OTHERWISE NOTED, ALL PLUMBING SHALL BE AMERICAN STANDARD OR b. Fasteners shall he itlstallcd at oppome ends of the wood structural panel. PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN KOHLER. HUrrlCane C11 Detail NOTE: Fasteners shallhelocatedaminimumnflinchfromtheedgeofthepancl. SECTION 830 ZI SHALL LL PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. e.Fastener.sholIbelonaenough topenetrate through the exterior w�allcover- Internet: www.blvdplan.com 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS PLUMBER. FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. 3/8" DIA. HEAD ingandaminimumofIlfiinchesintnw•oodw•allfnmineandaminimtimof p LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFTEY GLAZING C S 1 SIMPSON STRONG-TIE - (H-2) 11/4 inches into concrete b1cwk or concrete.and into steel framing a mini- STANDARD WITH WHICH IT COMPLIES, WHICH IS VISABLE IN THE FINALmumofthrecexposedthrends.Fastenersshallbeh+catedaminimumof2'1, OR SHALL BE OF A TYPE WHICH ONCE APPLIED 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY. inches frvm the edge ofconcrewblock orconcrete. CERAMIC-FIRED, EMBOSSED MARK, O INSTALLATION. THE LABEL SHALL ACID ETCHED, SAND BLASTED, 9 Asphalt Roof Shingle Detail. d.Where screws arc attached to masonry or mawnryAlucco.they shall be THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE CANNOT BE REMOVED WITHOUT BEING DESTROYED. attacheducingyibrauon•tnsistantanchors having aminimum ultinucTHE AND ARE PROPERTY OF BOULEVARD PLANNING P.C. EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER CtS 1 drawal capacity of 490 pounds. INFRINGEMENTS WILL BE PROSECUTED. WITH REMOVABLE PAPER LABEL SHINGLE CAP RIDGE VENT PROVIDE SOLID BRIDGING _ 20 GA. COIL STRAPPING @ 16" OC 1/2" SPACING ALLOWS o � � DATE: 3 - 11 -18 SIMPSON STRONG-TIE - (H-2.5) HOLDOWN INSTALLATION � \ :1m,• `° ',a� F BY " SIMPSON STRONG TIE" ENDWALL 3 t \�_ `, �1 HIP RAFTER r cM ,,:� /DR. BY: E.S. CORNER STUD CONNECTED SCALE: AS NOTED : ;' ASPHALT SHINGLES EXHAUST AIR r.., TO TRANSFER SHEAR , 1/2" PLY ROOF FELT PAPER SHEATHING (TYP.) MTS12 I° HCP2 io ° • • ' bb FTER Desi n Criteria CHKD: J.S.12 12 rs. s �SlIRC-2015 AS MODIFIED BY 2017 NEW YORK STATE UNIFORM CODE SUPPLEMENT TABLE R301.2(1) o �. 24. o ° HOLDOWN . • 2-16d COMMON NAILS @6" SIMPSON.. L7T 131 0.C. CLIMATIC AND GEOGRAPHIC DESIGN • CRITERIA L.V.L RIDGE d 2-2"x TOP PLATE W/ LSU28 HANGERS Dr I Si�E�P �tid�q << GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER IQ BARRIER FLOOD AIR MEAN Simpson Strong-Tie SNOW Speed Topographic Special Ind Wind borne DESIGN Weatheringa Frostline Termitec DESIGN UNDERLAYMENT HAZARDSg FREEZING ANNUAL PROJECT NUMBER SHEET NUMBER �1 Hip Rafter Connection 5 Ridge Vent W/ Strap Detail 6 10 Typical Corner Stud Holdown Detail LOAD (mph)It effertsk reglonlidebriszonem CATEGORYf depthb MODERATE TEMPe REQUIRED It INDExi TEMP] CS 120psf loo MPH NO YES N6 6 SEVERE 311.6" TOHtAw i5dcg.F YES Sec Below 1500 52deg.F 1804 CS - 1 �t CS 1 5@dPSON STRONG-TIE - LSU26 HANGERS CS 1 At Cantilever SIMPSON STRONG-�- (H-2.5) CS 1 Boulevard Planning, P.C. Rafter/C Construption Consultants x--877-2001 ADDITION RIDGE STRAPPING ' TO MATHERS RESIDENCE WINDOW SILL PLATE HOLDDOWN ANCHORS RAFTER TO WALL RAFTER TO WALL GENERAL WIND PROTECTION CONNECTION NOTES RAKE OVERHANG REQUIRED FOR CONNECTIO ONNECTION ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE 1245 SLEtIPY HOLLOW LANE OUTLOOK CONNECTIONS TYPE I * II SHEAR ' FOLLOWING MANUALS. WALLS A) 1995 55C HIGH WIND EDITION WOOD FRAME CONSTRUCTION. SC THOLD NY CONNECTIONS HEADER SPAN UPLIFT Ibs B) 55TD 1 0-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. (6 PANEL EDGE 3-se C) RAFTER UPLIFT 2' 254 NAILING) A5CE 7-02 (REVISED FROM 7-98) MINIMUM DE51GN LOADS FOR BUILDINGS AND II SPAN LBS 4' 504 OTHER STRUCTURES _1 12" O.C. 36 I G' 762 Rafter/ WALL OLDOWN CAPACI l HEIGHT LBS i Spac I G" O.C. 4811 GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND 8 1016 g' 3375 PROTECTION FOR PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN °' 1270 9' 3800 � ' �' ' REVISIONS. DATE. ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12' 1524 10' 4225 WALL TO WALL � HOLDDOWNS WHERE REQUIRE ! i WALL TO WALL 14' 1778 I ONNECTION CONNECTIO 1 ) RIDGE TO RAFTER ASSEMBLY. ' G' 2032 -' . - 1 -1/4" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. ' WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF I Od ' it COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE 15 NOT TO EXCEED THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. 2) RAFTER TO WALL ASSEMBLY. UPLIFT CONNECTIONS FOR RAFTER TO WALL, WALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR TO WALL, AND WALL TO FOUNDATION � ; TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. USE 4-8d COMMON NAILS PER RAFTER AND/OR CEILING J0I5T TO TOP PLATE CONNECTION CAPACITY MIN. 8d NAILS NOTES j ; CONNECTION AT WALL HEIGHTS UP TO I O' AND AT RAFTER/CEILING JOISTS ROOF SPAN SPACING @ I G" O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION LBS REQUIRED ; HOLDDOWNS WHERE REQUIWHEN RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR R 12' 427 4 WALL EC FOUNDATIO ALL TO FOUNDATION TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 1 G' 52G 5 CONNECTIO — -- /CONNECTION Table 3 20' G2G 5 t 3) WALL ASSEMBLY TO WALL ASSEMBLY. WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT 24' 72G G CONNECTORS. 28' 82G 7 GIRDER STRAPPING--' WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS wi 3-sccor 32' 927 8 SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT (See 30 770 7 1 2" O.C. CONNECTIONS. stud Spacing TYPICAL WIND LOAD PATH 4) WALL ASSEMBLY FOUNDATION, FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR SCALE: N.T.S. BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 RIDGE STRAPPING HEADER GIRDER CONNECTIONS INCHES IN 12 p � �T THMASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN FOR i G" O.C. ISI PERS ACCORDANCE WITH TABLE 3.35 OF SBC 1 995 HIGH WIND EDITION WOOD FRAME ROOF HEADER UPLIFT LATERAL CONSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE SPAN SPAN LB5 LBS ROOF ROOF CONNECTION CAPACITY 3" SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT PITCH 5PAN LB5 2' 4G9 254 HEADER STRAPPIN SPACING SHALL NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAWL SPACE OR 12' G44 4' 939 504 BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A 16 1 G' 858 G' 1408 7G2 51 LL CONNECTOR �' MAXIMUM OF 32" O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH 3: 12 SLAB-ON-GRADE 20' 107320 (5' 1878 IOIG HOLDDOWN ANCH BLDDOWN ANCHORS OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED. 24' 1287 10' 2347 1270 12' 508 12' 2817 1524 5) HOLDDOWNS. I4' 2517 1778 HOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF I G' G78 TABLES 3.5A-5 FOR WALL TYPE I OR TABLE 3. 1 G FOR WALL TYPE 11 SELECTED IN 24 20' 847 1 G' 3756 2032 ACCORDANCE WITH 3.4.4.2 FROM THE 55C 1905 HIGH WIND EDITION WOOD FRAME 4: 12 24' 1017 2' G20 254 CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE 28' 1 18G 4' 1 239 504 FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE OVERTURNING 1 Prescri 32' 1357 G' 1859 7G2 LOAD FROM THE STORY OK STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE TYPICAL SHEAR WALL ASSEMBLY REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED 12' 392 28' 8' 2479 101 G HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE, John E. Stumpf P.C. 16' 523 10' 3098 1270 SCALE: N.T.S. � G) CONNECTIONS AROUND WALL OPENINGS. 20' G53 12' 37((5 1524 HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. •ARCHIT TS-ENGINEERS- 5: 12 24' .783 14' 4338 1778 PACING FOR WALL SHEATHING •LAN §URVEYORS- 28' 9 1 5 1 G' 4958 2032 MIN . NAIL S 7) WINDOW 51 LL PLATES. 2' 770 254 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. 725 Franklin Ave. 32 1045 LO i PANEL EDGES 5UPPOKT5 IN THE PANEL FIELD 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4'- 1 " AND 2-PLY FOR 3G' 1 176 4' 1540 504 Garden ((��1t NY 11530 4' EDGE ZONE G" O.C. 12" O.C. OPENING UP TO G'-0" 3, y' 12' 351 G' 2310 0 7G2 2xG WALL SILL PLAT (FLAT), I -PLY FOR OPENINGS UP TO 5'-1 1 " AND 2-PLY FOR I G' 4G8 8' 3081 IOIG INTERIOR ZONE G" O.C. 12" O.C. OPENING UP TO 8'-9" Telephonot�t Fax 3G' 516-877-04p� 516-746-8622 20' 585 10' 3851 1270 .n. 8) CATHEDRAL CEILINGS. 63i 1-734-2'tTrl 516-538-4090 G: 12 24' 702 12' 462 I 1524 WHERE RIDGE 15 TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE 28' 819 14' 5391 1778 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE Internet: blvd lanxom 32' 93G I G' GIGI 2032 ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. �'�iwW• l� CONNECTIONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS. 30 1053 MIN . NAIL SPACING FOR ROOF SHEATHING W/ 12' 326 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN THESE PLA.NSAND SPECIFCATIONSAIX INSTRUMENTS OFSERVICE AND THE 16' 435 ROOF RAFTERS @ I G'' 0. C. EXTERIOR INFRINGEMENTS WILL BEULEVARD PROSECUTED. PLANNING P.C. 20' 544 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WALL. USE TWO (2) JACK STUDS ON EACH 51DE OF ALL WALL OPENINGS REQUIRING A LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADER UNLESS OTHERWISE NOTED. 16 7: 12 24' G52 USE TWO (2) FULL LENGTH STUDS ON EACH 51DE FOR OPENINGS UP TO G'-0" AND w. 28' 7G I 4' PERIMETER EDGE ZON f G" O.C. G" O.C. THREE (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. 12: 12 � . �i� D INTERIOR ZONE G" O.C. 12" O.C. 'i' ,,;� �- TE: 3 - 11 -18 32' 870 `�`'��`' 3G' 979 GABLE END WALL 4 O,C, 4" O.C. r a' La DR. BY: E.S. RAKE t- RAKE TRUSS F' T 9`� > �# SCALE: AS NOTED I Pr, CHKD: J.S. PROJECT NUMBER SHEET NUMBER 1804 CS -2