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HomeMy WebLinkAbout42146-Z ��otiDS�FFDt'�coGy Town of Southold 3/28/2021 a P.O.Box 1179 0 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41941 Date: 3/28/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2025 Sigsbee Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 144.-2-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/3/2017 pursuant to which Building Permit No. 42146 dated 11/14/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: covered porch addition and finished basement(family room and bathroom only)to an existing single family dwelling as applied for. The certificate is issued to Magg,Thomas of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42146 6/19/2020 PLUMBERS CERTIFICATION DATED 10/24/2020 '4Lj) C4,ohn J Ndon,P.Et?, Au o 'ze i nature ' TOWN OF SOUTHOLD �gu�Fol,r�o�� ago BUILDING DEPARTMENT, co W. X. TOWN CLERK'S OFFICE �y.• o� 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#: 42146 Date: 11/14/2017 Permission is hereby granted to: Magg, Thomas 67 Apache Dr Manalapan, NJ 07726 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2025 Sigsbee Rd., Laurel SCTM # 473889 Sec/Block/Lot# 144.-2-17 Pursuant to application dated 11/3/2017 and approved by the Building Inspector. To expire on 5/16/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $212.00 CO -ADDITION TO DWELLING $50.00 Total: $262.00 B ' ding In pector ®k*QF S®(/J�®� Town Hall Annex ® Telephone(631)765-1802 + 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.deviin(a�town.Southold.n us Southold,NY 11971-0959 ,c►® ® �® y I lyC®UNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Thomas Magg Address: 2025 Sigsbee Rd city-Laurel St: NY zip: 11948 Building Permit#: 42146 Section: 144 Block. 2 Lot 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Houle Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 19 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 0 4'LED Exit Fixtures fA Pump Other Equipment Notes: Porch and Basement Inspector Signature: Date: June 19, 2020 S Devlin-Cert Electrical Compliance Form.xls SO(/T�� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMIN,W STRw�G [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: T DATE 3 INSPECTOR �o��OE SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `Mum 765-1802 - INSPECTION 65-18021NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ` [ ] FOUNDATION 2ND [ ] INSULATION L [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ` [ ] CAULKING REMARKS. f e-tA , ' L , a-ze ®L� DATE INSPECTOR y� H SOF SOUry # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULK I G REMARKS: @) 13 ic tj DATE INSPECTO zr y to Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 July 3, 2019 Mr. Michael Verity Principal Building Inspector Southold Town Building Department 54375 Main Road Southold, New York 11971 Re: 2025 Sigsbee Road— BP42146Z Dear Mr. Verity: I visited the site and inspected the supply and waste plumbing and plumbing fixtures in the building to be properly installed and free of leakage and to be properly installed. If you have any questions, please call me at 631-298-1986. Yours truly, E. ' � y 051684 .{,�,'.'—�,,, 1._--• '`lam fon'�'! �,� . �. — AUG 2 2019 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengineering.com October 24, 2020 Mr. Mike Verity Chief Building Inspector Southold Town Building Department 54375 Route 25 Southold, New York 11971 Re: 2025 Sigsbee Road in Mattituck—BP42146Z Dear Mr. Verity: A lead test was performed on the soldered joints of the water supply plumbing in the Magg residence at 2025 Sigsbee Road in Mattituck using Lead Check swabs.The results of the test indicated that the solder used to seal the pipe connections did not contain any lead. If you have any questions, please call me at 631-298-1986. Yours truly, hin Con on, P.E. Qv 051684 t 'VIIr- F�� , U D EC 1 1 2020 J O 1 1 • • � •/'ihT 14t., �, ate. . ,i'/ ► rl� ' • t: t � roA INOLI ATION - v �- STATE Rn-RdY • ) rl"Iffif a, 10 PAM 17:7j t;j .i�.L,+l�-- &M.WI mlwff! M :-2 ft-Own ��� ♦ tea_ •ffill ON ;�� � 17 RU a o,ro 'IF �r A/fir � � r i r � "...�11 �T�'i Ill����.r�l�t�/71�1i►�' �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 'oard of Health SOUTHOLD, NY 11971 V 4 sets of Building Plans TEL: (631) 765-1802 Manning Board approval FAX: (631) 765-9502 / Survey SoutholdTown.NorthFork.net PERMIT . --Gheck —Septic Form -IALY.S.D.E.C. rustees NOV _ 3 2017 VC.O.Application Rood Permit Examined ,201� 'i i —Bingle&Separate sl7q L �T Dri -Storm-Water Assessment Form TOWN OF S®UT113OLD Contact: Approved ,20 Mail to: o� Disapproved a/c Cp Phone: 0 Expiration it//1p „ L o o „3 BRqdmspector APPLICATION FOR BUILDING PERMIT BUII.1• G '' Date k Z 1 120 ( 6 TWA SU INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 se�of plans, accurate plot plan to scale. Fee according to schedule. 1. FF b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or 'db eas, 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. >f Signature of applicant or n me,if a corporation) 2.925 � ►� sle-p1Zct, VAt-+t-; �uclCf NY (Mailing address of applicant) State whether applicant i owne lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ,Name of owner of premises v m S M (As on t x roll or latest deed) If applicant is a corporation, signature,of duly authorized officer �, _ (Name and title of corporate'officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on wrrhich proposed work will be done: t 2.0 Z. � Ji q Sb22 C , � G. b �J �Uc, �.' House Number treet Hamlet Or County Tax Map No. 1000 Section 4 � Block Lot _� i A Subdivision (V1 a-C i- ,-t I G 1- V q, (- \C Filed Map No. t Lot 6 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S ; ►e r a M i I� b. Intended use and occupancy 3. Nature of work (check which applicable): N w13 wilding ition V Alteration Repair Removal Ir lition Ot ork (Description) 4. Estimated Cost Cj ® � Q Fee %r (To be paid on filing this application) 5. If dwelling, number of dwelling units 1Number 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 Number of Stories { Dimensions of same structure with alterations or additions: Fronts y; F� ==°�=R�f rJ Depth Height Num�tjof Stories 8. Dimensions of entire new construction: Front '` Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 4 9 S Name of Former Owner o 11. Zone or use district in which premises are situated a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES V' NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES V NO 14. Names of Owner of premises Address 7'-OZ S S) Phone No. Z -31 o -3 3$ Name of Architect Address r� C"„ Phone No Name of Contractor Address Phone No. 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)�EQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO 1/ * 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 l/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) V, 0 )-t a 5 M a' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing An'Act) above named, CONNIE D.BUNCH �w 0 Notary Public,State of New York (S)He is the No.01BU6166050 (Contractor,Agent, Corporate Officer, etc.) qualified in Suffolk County Commission Expires April 14,2_= of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I � day of 20 0"tr✓ ..-P �� h&%–,& — — - Notary Public Signature of Applican FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 9, 2016 TO: Thomas Magg 2025 Sigsbee Road Mattituck,NY 11953 Please take notice that your application dated May 27, 2016: For permit to construct addition and alteration to existing single-family dwelling at: Location of property: 2025 Sigsbee Road, Laurel,NY County Tax Map No. 1000 - Section 144 Block 2 Lot 17 Is returned herewith and disapproved on the following grounds: The proposed addition and alteration, on this nonconforming 7,000 sq. ft. parcel in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The proposed construction has a front yard setback of 31.6±feet. In addition,the proposed is not permitted pursuant to Article XXIII Section 280-124, non-conforming lots; which states lots containing less than 20,000 sq. ft. are permitted maximum lot coverage of 20%. The proposed lot coverage is at±23.9%. Authorized Si natu Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. N/0/F DOUGLAS STEARNS ; & JEAN ELIZABETH STEARNS d LOTrn 65 • � N 69°22'00" E 140.00 ao O.L.FENCE CHm UNK FENCE C • T•/� •' e N AIR CONDITIONEROUTSIDE BRICK V 1 UNIT O1 F� Z • ° SHOWER L+ WALK 55.3' N : ,• azB' m T(1 .•. �° e•' o BAY Qv Z W pWp 1 STORY FRAME wlNDow fil Z a t' HOUSE N m a O $ • .•' $ p5� 9.r LOT 64x m v m ' �q a BAY WNDOW �" o CONC.WALL 26.3 24-6,— e-i 38.8' &STEPS $ •> - _ :• •,. .. m =pi� FRAME SHED A • N e V���F,%� A BRICK STOOK �, L STEPS&WALK a 3.9•N. etLN�/ I " 28.3' 2.7 W. , ' Ov/v p 9/�- PLA ne FENCE '�A+! WOOD WAU< � ARBORVRAE • ^ e. ._ _ e STONE DRIVEWAY ® 140.00' S 69°22'00 W' , LOT 63 i / x N/0/F V STEVEN E. CROM m ,G 'VARIArF. N. BECKMANN i SURVEY OF LOT 64 AMENDED MAP "OF PROPERTY OF MATTITUFILE FILED No. 801 JANUARY 12, 1926 K PARKPROPERTIES S INC. N�O�STEARSTEAR �� 9'zz SITUATE DpUEL'tiABETxo ,� MATTITUCK 00 TOWN OF SOUTHOLD & LOT °`�' S / / oy �- o o SUFFOLK COUNTY, NEW YORK O S.C. TAX No. 1000-144-02-17 "N�, y� 0. SCALE 1"=20' MAY 12, 2016 A, �� I 2� �f AREA = 7,000 sq. ft. N 6g°Z VNR Al a: T © J 263 1J 0 0.161 ac. Bo ERQME o°w moo �EtPN`E SN g 1 w a e SA USE WAN 4'oyi 'P 2' am DDFn�V l.��M t A o & W ! n �+ 9 V n a V 9 O A A NA ` 1 ti� a JUN 7 2016 a 2� o1 �e KWP P '7� 1 Cl o o gt;tps Lll V A CP. 'O O G ��! V � �® a.O O O a A O J �� y� 3p /� i BUDDING DEPT. a d . e 5 P INCE tL• / �� ``�'IP:;fi °eN• PRB°��� 3 TOWN OFSOIJM®LD I �� -� s LOT d a a c 0/ RN Pee 14/C E oMMANN E CK a. oe �0 22' $ d e• oa" ud SfU TCA R 1HE MINIMUM ESTABLISHED AND j/�'S D ADOPTED FO AINLAND /a d Lr O UU1177 �-- 7 v C �3 LAAr, N.Y.S. Uc. No. 50467 UNAUTHORIZED ALTERATION ADDITIONNathan Taft Corwin III 7O THIS SURVEY IS A VIOLATION OFF EDDUCATION ECTION ZL09 AW.OF THE NEW YORK STATE COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. Successor To: Stanley J. Isaksen, Jr. LS. CERRFlCATIONS INDICTED HEREON SHALL RUN Y ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno LS. IS PREPARED,AND ON HIS BEHALF TO THE TmE COMPANY,GOVFRNMEMAL AGENCY AND rifle Surveys — Subdivisions — Site Plans — Construction Layout LENDING IN LISTED HEREON,AND To THE ASSIGNEES OF THE LENDING INSD— PHONE (631)727-2090 Fax (631)727-1727 TUITION.CERTIFICATIONS ARE NOT TRANSFERABLE. iTHE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 1 f Eileen Santora • Residential besigner Condon Engineering PC 1755 5igsbee Road • Mattituck, NY 11952 631 -734-2794 • Cutchogue, NY 631-298-1986 X71- 1? PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY ,I x �a IIx SOLDER USED IN WATER Additional SUPPLY SYSTEM CANNOT Certification EXCEED 2/14 OF 1% LEAD. 4 May Be Required. ,� --- PLUMBING 1 ALL PLUMBNG Y�r/ii�TC I N c NEE' � &YVATERLi�JE ��_�D m. Z�TlA1G,BEz 1?RE COU RING . , . 0 I coo? ' jr } 6y Ij ell oWr Fri Iort'oLi� . ocoa 0 ' ICI' a p m a s i V4 1!011 i SCALE: APPROVED BY: DRAWN B DATEr "1<7 ,++� REVISED A� tau t L_T R M15 H > 5 l✓M E tit T DRAWING NUMDE�.;Z - DF t J'� roal C PLAN CONTENTS: I o� ELECT111CAo ...� GENERA � WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ISPECTION �EQUIRED 1}RDC3E-TO-RAFrERASIrIB11': BUILDING USE DWELLING 1-114'x 20 gauge shop shell be attached to each pair d ratters In axxordance b table 3.4. BUILDING HEIGHT When a cdar tie le used In leu d e ridge shop.to r mtmr d 10d amnxxh nek remAred TOTAL SO. FT. OF CONSTRUCTION CGS.. in each and d the collar is need not wood the tabhlated number of ed nab in to strap. CONSTRUCTION NOTES: DESIGN CRITERIA PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND I .} tj Thelrhxmietonwltdntlhlsaetotoonabudlandoaxnerhtslsrsiatadtobaalcdesign 2�RAIFTERTO-WALL ASSEMBLY: 2015 ICC WOOD FRAME CONSTRUCTION MANUAL A ;PROVED AS NOTED '� ;�;, oro knlerhterh *wkhgdetsis.TheyWek*NXedaeaconstrudonaid,nota�etl � ° 0°nn�0^eraft,c ng�t"r"°lo��etie ll heti FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES W 4- .ON ltd bt>letsg praafloe andoomplancewilhourrai New York accordance to table 33.When a tater or truss do not fol In Ine weh dA below.reftrs : Efate buldrg codes.The General Oorhtrador b loom ble for pnoW ft standard or truest•shall be stsdhed b to well top plate and tthe wall IDP plat shed be sttec tied b EXT. BALCONIES 40 DATE4 -41 ' conslnrtdon defalls and procedures b ensure a piofeselonsly tiwiethed,stnrdahrrrNy the b the wort stud with uplift oonrhedlore Roofs aventhrging the rake chide dthe hg DECKS 40 FEE: sand and a weatherproof canpleled product shall be correcled with uptlt caxxrheotiorna h eooadetxhe with table 3.3a ATTICS w o STORAGE 10 AT LIJ 'f:7 N / NOT 2).The General eaitracbr b respornebls for rearing 1>mt all work rd corefnxcion 3j.WALL-TO-WALL ASSEMBLY: ATTICS w/ STORAGE 20 765-1802 tS, ,n WdsjjdaabovewWxtudsbelowafoorlevalsliellbeafbdWwith WM ons in DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 25 FOR THE nleebaarontfederd,d tesooashtyandlocalcodes,oidlrnn°°aredregulatans, e000tdernoerwithtable3.3b.Whenvest•tadsabarroabnottathInewNhetudebelow,the (LIVE LOADS PSF) FOLLOWING INSPECTIONS: C OC 'b These coda rs to be oahaldre l apart of to specilicetlom for thla building and ROOMS (OTHER THAN SLEEPING) 40 "CJ sfhouldbeadenedbeventtivanlnc�ehladhtheplsn. studs#01 be attachedbacomen .nen baIntheflooroa�ly'�uplltoonneCbrsh ROOMS (SLEEPING) 30 1. FOUNDATION - T`YVO REQUIRED O � ETE a�ornen.anaafrsltdaeproaaerrtwerscaNadrawi>gs• a�01da"0'"�'aw°a'a. STAIRS oro 2. ROUGH FOR VR� .R PLUMBING V .til 3DDkne SCALEDRAWINGS). 4).WALL ASSEMBLY TOFOUNDATK*k GUARDRAILS ANY DIRECTION 200 Fhst wall studs shop be cathected b fe fbutdaion,el pbts,or batten pots WM upuA 3. INSULA!, EXPOSURE CATAGORY 4) The erngieer ties not been erhgaged for construction eupsrvlslon end aseunha no orxrnecbn.Steel straps*W twos a nhihlrram embedment of 7 khdhss In conaste 4. FINAL MUST retporeblibrforconshtxctoncoordinatingwlt emmplane,rorresponsb�ybr tburldatlonandsbbarFynde.l5kwttealnmaeorrrYbbdcfixrrdatlaa.arlePPedunder LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION corrbn>cton ntear>a,nhsfhode,Mdhdquee,sequwmk orpme,. Alm 'or for esiaty to ode and naiad in accordance with table&M•When stsel sk"aro lapped under to ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE BE COI,: icy preaerlor a and programconned ion in aonheon wth the work.There ars aro warrentise for a bottom pieta.3 inch square weshes go be used with the anchor boats.ichor boltALL CON 1' SHALL MEET THE speew useaxpross id or knpted in ft we of two plaint` spacing is b be spaced and smsd h accordance to bble 3.2a.kr addition to spmft, NAILING ECHE ULE SEE GENERAL NOTE PAGE REQU REh E, i HE CODES OF NEW andarbdtsarelobe"r-d between e'12tnctnsskanthearndofssnptabandal EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE YORK STATE. .40'1 RESPONSIBLE FOR 5).Raw b to Window and Door ectrsdule for aft for operhings. FIRE PROTECTION SEE FLOOR PLANS DESIGN OR CONSTRUCTION ERRORS. 6}The OWWNl Cato Cion bio at=ria that masonrystir P tteppas rNsls 5)TYPE I EXTERIOR SIiEARWALL WNNECT10N3: SMOKE & CO2 DETECTORS orexcsedsnwwb0lare%speiftes"andappbableoodes. 'iypeIso a'shearwallswithamhknrmof[118hchwoodshftrdprnelontheaderior TRUSS DESIGN N A - STAN STICK FRAME CONSTRUCTION adoc ed with ad co fnmon rwlb at fr'ma at the panel edges and 1 Y O.C.in ttw Heid.and =. 7) The General Caitractor ls b axhd wfti fes curter coral buil Ih isms 1/2 inch gypsum wallboard on the Interior "ad with 5d cooler nolle at r c.c.at panel ENERGY CALCULATIONS RESCHECK 4.6.3 COM PLY WITH ALL CODES C F � such as bookcases,shdlving,pantry,closes,trirhu,etc edges and 10•o.c in the Held shellbe h a000rdrhoe with to lengti requirements specified NEW YORK STATE & TO`".`N C O E S In table 3.15". CA S` e Wkhd bad mx0m,erhts shall be Isken ft account darkhg cw*udbn. AS REQUIRED A N D C O N C x l�' • 6).TYPE II EXTERIOR SHEARWALL Table 3.1 Naffing Schedule(Wood Framed Construction Manual 2015,Pages 149 and 193) O N O F FOUNDATION NOTES: T*m 11 axterbr d reals shell meet fine mgdrements dlabie 3.15a-b times the a to 1).The Gamete Contractor rid Mason b review Piens,elevaeo W deWls and noses b � *d=In table 3.16. Nurrlber of Number of r. dellef ft IrAw hsd hdghts of linidisd toot(•)sbaw bYPhg gam• 7).NTERIOR 3�WALL�: Joint DescriptionCommon Nal s Box NaMs NW S � Q � Allowable shdewall lerhp<fe prodded In table 9.14 slidmlilted b roseed be per., be kicwhen ROOF NAILING _ 2).M foulfrhga b ted on raidfetrsbed(vlgki)aoL Assumed bsertg 3000psf Inlerbr stheaissxh we used.Shheetiirg and conrheceons sinal be In aooadrhoe with 3).Provide 1R"aPenalon jclht materiel between cotxxets slabs and abut V 2.4.42 and 2.2.4 raspec6vely. Rafter b Top Place(roe-nailed 3-8d 3-8d per rafter ° corxrele or rrhseartiry waw oaart V h exterior or unrheabd krbrtor crew. 8),CONNECTIONS AROUND EXTERIOR WALL OPEtaNGS: Ceiling Joist to Top Pleb(Toe-nM1ed) 3-8d 3-8d perms 4-0 X new oorhareta walls being attadhsd b euuietinp axhrnaats ehhxctuxe abet Header aidlor s� came sinal be attached wgh connections in accordance Ceiling Joist to Parallel PAW(Face-nailed) 5-16d 5-16d each lap 4Window Any withtable 3.5.Wi ndow SIR plates shall be have steel connectors In accordance with table Calling Joist Laps Over Partitions(Face-hailed) 5-16d 5-16d each lap be Instated wNh•4 m4w.180long at 1r o c..use approved spoxy for Ihsletlatarh. 3.5. Collar Tie to Rattier(Toe-nai ed) 2.104 2-10d per tie OCCUPANCY OR 5).Unless offherwhe nobd.at aisles on grade b be 2500 p.aJ-Concrete b be g�CATHEDRAL CEILING ASSBuBLY: I+ pasen red on 4"tick d or FTM m with fixe wh mesh relnfaelg.I-Am for slabs Where a mpa leto ba used aa elruclurd beam.foe ratters shall elther be ri ick and Blocking Railer(Toe rlaiied 2-6d 2-110d each end USE IS U N LAW F t. • b be minimum 3.12 inich thick. ardrorod an top of the beam or dope comecbte shall be attached to each ralter4o-ridge Rim Board to Racier(End Nailed 2-16d 3-16d each end e).Crawl spaces b be provalod wr i a rrrirumun,a'rQr4•access opening.In"one sang Ria ate'ceiling part of the buiuhg d .Connections to the ridge and wet shall be be WALL FRAMING WITHOUT C E RTI ,� • axle cast iron tw4saw vent for every 150 sq.It.of amt . enacted vNti to above regdrennrnb. Top Plate to Top Plate(Face-nailed) 2-16d(1) . 2-16d(1) per foot 7> oenhpproarexterior dt elion wft bkxmxmaatl:,gorepre.cba,R4o6d DECK AND COVERED PORCH NOTES: Top Plates atin*shis eftft(Face-naked) 4-16d 5-16d p -each sloe OF OCCUPANCY e N.Y.S.Reeldettal Cornehuction Code.A 6-ml polyethylene Alm slid be applied over 1 Unless odwwlse noted,ell frwnkv material to be ft AM pressure treated lumber. Stud 60 Stud(Face-nailed) 2-18d 2-16d 24'mt the below grade potion of exterbrwalla pAor b bso hhg. AN%eiarw ,harpers and anchors b be gelvirhbed or stainless steel. Header to Header(Face-Walled) 16d teal 16"O.C.along edges P FT All STOMA MATER r} ^- 8).Drainage as Per section R405 of N.Y.$.Residential Cornbuction Coale. 2}Girths for deo*joists to be bdted b each poet with washsrs and nuts. I ('1; �1,A IVT T O C H A F T Lid c.,� 0 '. FRAMING NOTES concrete wndh a 7, �bm o botth propertwth washers , Top or Bottom Plate io Stud(End NWIGM 3.16d 2-40d per shed 01: THE TOWN CODE., 1).AN taming bdhnlghrss and mowde as praecrlptve design of 2015 3),Posts supporti g girders shall be anehof to a 121x1n12•thick concrete tbotirg. Emon Wood Framing C mi uetlon Manual. Use a mhhium,it de x 7•korg wxW bot wk h mW wm and nuts.Foots ge Stat / �► 2).Unites otlerw iss noted,al i anntng and sbucashd wood mal rfal to ba t;2+BTR. be 311 below grade.Cornaste pleas b be used wlh d pordeddecks with roofs or pwgdas V Bottom Plate to Floor Joie Band Joist,t31d Joist or Blocking(Face-Naibd) 2-teal(1,2) 2-teal(1,2) per foot 1 Douglas Fir. 4).Deck jobb b he"blocking at n o.c.. !'+i FLOOR FRAMING 3).Floors,walls.aelUgs rid tsflihs b be spaced at 18 kudes o.t atmos rnofed 5).A minimum of 10 Inch teahlng ahal be Installed between the building and ledger. ottrwlee. Ledger to be f vitened b bulidig with 1R•die.bob with waahrs aid nuts Joist to SIM,Top Piste tx Gkder(Toe-11r�t� 4-8d 4-10d PerimWhere � 4).unless clarets noted,all tearlhg rvat tearlsrs b be(2)2x10*2+BTR Dong.Ft. needed. Bridging to Joist(Toe4latled) 2-8d 2-10d each end Beantrng walk haadare b have(2)ja&studs and(2)cul land shift an each aide of w 6).Corns ete piersshell be a minium 6•above grade. Blocking .Mist� ) 2-8d 2-10d each end openings.LVL hsedens to have(3)jack studs and(2)U length studs on each Woof Blocking to SMI or Top Plate(Toe-need) 3-16d 4-16d each block openigs.Bearing waN window cls shall also have(2)window dl platse for 2"well 4 Al Mab b be supported with herhgem and armhors.Each Joist shell also be er dxxed wall op openigs between 4'1 and f3'0 and 2x13 openings between e'11 and n.Pmvlda tie to gidsr(s) Ledger Strip ip Beam(Ftace•fntriled) 3-teal 4-teal each)m and blocking where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 6}.Cowered Roors shall be aeernbiod and anchored the sane manner as a typical building. Band Joist to Joist(End-nailed) 3-16d 4-16d Perim Sand whereap�t08l rg 11118, `�'`"g lvirkod hangers and PLUMBING NOTES Band Joist to SRI or Top Plato(To&r bd) 2-teal(1) 3.16d (1) perfoot 6).Dou�bb up door joists under waleet trun pw"to the iM joist and under bat&ft 1�Al water supply,drainage rid venting b be kiddled as per N.Y.S.Resldentlal ROOF SHEATHINGFiesta b rave ceramic tie kebxted shall be vedW far proper toed eepadty unless noted Construction Cods- Str ueft el Panels(See Notes 4,5 and 6) an P 6• /17'field 2).Verify septic system whin the Engineer far SarRdk County Fleeltli Department epprovel. Interior Zone 8d 10d 7).Provide bioadnglbridging In tour jobts at 9'0 ox..use ON blocs ng In 11001'Oft Perimeter Zone e*16.fW under el bsah,rg wale. 1 6r field 3).t ural abide,Plebs or jolsta aro cut cut during inalela0ah for any plumbing Walled wlontk, P � big arid and P�b d secure the shhxhn.Verxy wit,to Gable End Rake with up to 1'Rake Ov&tteng 8d 10d 6" eP slide Insulation bal1les at save vents between re w Install dnedt blocking se stats code sod mrxda�re't mooniman eft for mmdmum thole etas and spacing permlbsd. i EIL94G SHEATHING HVAC SYSTEM NOTES g).unless oawWw noted,al root and watt b have,a mir*n m 1a•thick,4-ply Fir 1> Mechanical aibooffhdor Is responsible for adlearing to d applicable oodea and safely GMurn ft1b►ard 5d coders 5d coolers T edge f 10•Held cDx exterior ellew 4 grade Plywood.Plywood b cover amen plebs and Il wadere. rowhmwb. WALL SHEATHING 10y.llrhlsa athrrvlse rhotsd use 3M•tido TaG PTs Flt or Advritsdh plywood subtoor 2).HVAC subconhsceor Is b fully coardriat a all ayatem data and Mquiemw is WE the Struftal Pw1els(See Notes 1,2,and 3) 8d 10d 6'edge/12'Held edtered wkh PLA00 odihsatvs ad awvetwd b toot jrhlets.Fithlsted door b les Installed scluornerdsuppildr. over sublbor as per nharrr4aCtune's ketnxcions. 3 „}An bathroom waits b have,/Z-thick moisture-reelstant sheetroek.Garage wale end ).M/AC subcontractor ID proiAds*al aystern layout drawing a1d silent t b the General 5d coders 5d coolers r edDe 110'freid axiefngs and over fLxneoe b have late•fft type-x**block.M other pats of building Cor Or and curter for fuel now and appmwf. Wallboard b heve regular v2•aheeeadhk•M was.b be tap.d oral tnw,ea• ELECTRICAL NOTES: FLOOR SHEATHING 12).AN motwth a pitch las fen 4:12 shed be Ihstalsd with an Ice&Water battler or 1).Al electrical b be Installed as per N.Y.S.Reeldendd Oonshud lon Code. Shxbxal Panels approved apel.Fiat roots slid be applied with a Fberglas base sheet with an EPOM 1'or less 8d 10d 6'edge!12'held touch down type malrtsl over. 2).AN electrical work shell be approved by a quadited Urndrwftr. 13).AN aid pieta and wood In wonted with concrete to be pressure sealed.SRI plates to 3).khatalr Smoke de*Aors rod Carbon Mwadde detaciors thoughad as per seam R317 (1)NaMng requirements are based on wall Sheathing nalled 6'on-oernter at the panel edge. Alternate nalling schedules shall bel with a tem ell gasket and dap r4ex tamilhs Meld or approved equal. of N.Y.S.Resider"Constnxdon cotta. be used where wait sheathing n9iling to reduced. For example,if wall sheathing ie nailed 3 indw on-center at the panel edge to obtain higher shear capacities,molt regUImmerits ler strUCknl members shell be doubled,or attemate connectors shah be used to maintain toad path. (2)For wail sheathing within 4 feet of the c ornem,the falx bot edge zone attachment mquiremernts shall be used. `- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 inch o.c.reit spacing assumes wall sheathing attached to stud framing memberswtth 0.42<G<0.49.Cjrwnd Snow p'1► Wind Seismic ea Frost Line Termite Decay Winter Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perirnetesr edge of ttte roof,Including 4 feet on each side of the aloof peak,the 4 footLoad a' � Speed Depth Design nderiayment perimeter zone Machnott"IfWo is shall be used. TemD. equired (5)Tabulated 12 Inch o.c.nal spacing assumes rod sheathing attached to rafter I truss framing members with G>0.49.For 25 psf 140 mph B Severe 36 In. Moderate Slight to 15°F Yes framing members with<0.42<G<0.49,the nail spacing shall be reduced b 6 k tm o.c. � --- to Heavy SlightModeto (6)For wind speeds greater,than 130 mph,blocking Is requW which transfers shn�bad to two additional tai m(3 raters in _-- total). (7)For exterior pelletal siding,galvanized box nails•hail be pemtttted to be sutgtituted for cornu n nails. - �' N 0% .-4 _.._. Z V CL PATH CONNECTION DETAILS WIND RESISI"MT CONSTRUCTION CONNECTORS * o CONSTRUCTION DETAILS & WIND LOAD Pao . CONNECTION LOCA:f10N: PART NUMBER: NOTES: S RIDGE—TO—RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS c N RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. c °o M APPLY TO EACH RAFTER 'a ix %D RAFTER-TO-PLATE RT15 d NOTCHED RAFTER USE WITH SPTH4 CONNECTOR � RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD rn RIDGE RIDGE 2ND. FLOOR WALL-TO-1ST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EAC WALL STUD HEADER-TO-JACK STUD. LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWh ANCHOR ADS5 APPLY TO EACH SI WALL EN 1ST. FLOOR-UNDER-S:LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE L Tva�r�� aiec;E B!E�!�!TO R�►�?ER STR�ppI USE WITH 3" SQUA W# HERS Ugg TW F=OvvM ORs STM tax TK FM PROM WM sTMrr •01 �' pouaw�w uPuFTLW cAPNanr. RAFTER PROVIDE 17 BETWEEN THE END STUD • ANEHQR BOLT 9MCWN AND THE 2 OTHER STUDS (9 FOR ALLOWINGM CHOR UXT ooNMcnoel FOUM TM Or M AWWR OXT -0 RAFTER CONNECT CORNER STUD y •-- V HOLDDOWN INSTALLATION • TO TRANSFER SHEAR PUTS TOPOIM�ATION t slow MOC TOP PLATE FASTEN WITH(2)16d WL RATE TO Po1N1TM 281 3rOC • TOP PLATES ' NAILS C 6"O.C. WALL sorrom TE To N UMATM. • _ + .WALL STUD • � sroc WALL STUD SIDEWALL ENDWALLU3ENv Lw=OFt ) L N O 1 ER-M WALL STUD QmEml NEW IML - t 2ND.FLOOR WALL STUD KING STUDS NO 2ND. FLOOR PLATE •� SUBFLOOR CRIPPLE STUD W WOOD JOIST RIM BOARD FJ+DER BLOCKING WOOD JOIST ' 1 ST. FLOOR TOP PLATS JACK STjJDS GIRDERIHEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD JOIST ffla ' �-- 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE z SUBFL.00R SILL GASKET S WAIL STUD WALL STUD RN. BOARD ® TERMITE SH3Z BOTTOM PLATE BOTTOM PLATE • , BATHTUB SUB FLOOR DDUBLE SILL PLATE DBL.SILL PLATES 0 OVERLAP JOINTS) :- ' DOUBLE JOIST DOUBLE JOIST � _ � FOUNDATION WALL FOUNDATION WALL D�L1U®LE JOIST F t1NDER A BATMTL�BDOUSLE,101STFOR NON-B �3T. FLOOR TO CT10NS c N t1� .w WIND RESISTANT CONSTRUCTION CONNECTORS DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES Z 4x4 POST TO FOOTING H 4 4 P w 1 1 x 7" LT a- Y u 6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE w MIN. !Z22" DIA. 7" ANCHOR B LT ,♦�. %0 4x4 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST .L Cd 6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST N d +err P 12 OR LSTA24 F ._ CQ RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER 0% RAFTER/JOIST TO HEADER TYDOWN RT15 U cy E FOR EACH AFT R L1J C RAFTER TO LEDGER BOARD TMU26 OR MPA1 USE ON EACH RAFTER. MPA1 USE ONLY RAFTE LEDGER WH RE TMU26 CAN NOT-BE U USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. O N RIDGE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. HEADER Table 3.1 Naling Schedule(Wood Framed Cortstrticflon Manual 2015,Pages 149 and 183) iT) R A F TE Number of Number of TIn Joint to Common Nail Bax Nails Nei Pr• 7 ROOF MUNG Rafter to Top Plate(foe qmK 3-8d 3.8d Ceiling Joist b Top Plate(Toe 4M4 3-6d 3-8d Pu railer TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION iP�I� CetisgJoist bPerelblRaft(Face nad5-16d 5-16d each lap Celkig Joist Laps Over Partiions(Face-naiad) 6-16d 5-16d each lap =* Collar Tb b Rafter 2-10d 2-10d per tie STAIR TR E A —o Bloddngb b ReW(T0e� 2-8d 2-10d each end CGIRDER/HEADE 'A End 2-16d 3 16d each end fm WALL FRAMING P 0 S T RIM BOAR Top Plate b Top Plata(Face gw1l ) 2-18d(1) 2-16d(1) per loot Top Pulse ad intar"clions(Face.naiad) 4.164 6.16d joists-each aids POST/COLUMN S TR I N G E Stud b Stud(Fede-nailed) 2-16d 2-16d 24-o c. Header b Header(face naiad) 16d 16d 16'mc.along eases RIM/DECK J 01 ° TOP or Bottom Plat,b Stud(Ertl Nailed) 3-16d 2.40d persW •Q STRINGER TO DECK/PORCH CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION t Bottom Place b Floor Jest,Bard Joist,End joist Or Blocking(Fece4Jailed) 2-16d(1,2) 2.16d(1.2) perloot POST TO DECK/PORCH CONNECTION FLOOR FRAMING !y Joist b Sti,Top Plate or Girder(Toe-naiad) 4-8d 4-10d per joist Bridging to Joist(Toe-naied) 2-8d 2-10d each end Blocking to Joist(Tae<net'led) 2-8d 2-10d each and Bloddng to Sill or Top Pule(Toe-naiad) 3-16d 4.16d each Mock e Ledger Strip to Beam(Face Walled) 3-16d 4.16d each joist GIRDER/HEADE JoW on LWWb Beam(routed) 3-8d 3-10d par joist C9 Band Joist b Joist(End-nailed) 3-10d 4-16d per joist L N GIRDER/HEAD Baled Joist to S11 or Top Plate(Tosim1 d) 2-10d(1) 3-164 (1) parloot ROOF SHEATHING ! ' POST/COLUMN J01 S T --� sat,cbW Panels(sea Notes 4,5 and 6) i th IntertorZone 8d 10d edge!12 field POST/COLUMN Gable P���z�upbl,� � �� ��r�� overttang GIRDER/H E A D E-R- — CFJUNG SHEATHING Gypsum Wallboard 5d 000isra 5d wows r edge 1140 0'field WALL SWATHING w_ Studural Peneteis(See Notee 1,2,sed 3) 8d 10d 6'edge 112"field GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POSTfCOLUMN CONNECTION JOIST TO GIRDER�HEADER CONNECTION 5d coolers 5d000lets redge/10'lleld Gypsum Wallboard FLOOR SHEATHING Strudtird Panels 1'or less 8d 10d r edge 112'field (1)Ndng rOWhmertts are based on well d* Mng mW r on-center at the panel edge. Alienate nailing adradulea owl be uaed where wall sheathing naft is reduced. For example,lfwall gwffl ng ismated 3 hd*s once W at the panel edge to obtain higher sheer capacities,nailing requkenrenis for stuchral members shallbe doubled,or altemele corirte km chat GIRDER be used b malnWn load path. P 0 S T �T+ 1 o rn feet of 1*comers,tre fourtoot edge zone atladewd mwkwr b shall be used. Q sparing esstmes wall d eeftV attadW b stud lharnkig members wlthh 0.42<G<0.49. WOOD J 0I S (4) For roof aheaftV wNtrh 4 feet of to pwimel r edge of to roof,inclu irrg 4 feet on each aide of the roof peak,the 4 foot perirrleter zone attachment raWkements shall be used. T4 (5)Tabukbd 12 Inch o.a nal spacing eseunes roof aheatMng attached b rafbr l fume taming members w lh G>0.48.Fw CONCRETE PIE ` - "; �> fA GIRDER/HEADE ung mwnbers with<0.42<G<0.4®,I*nal spa�g shall be reduced to 6Inches o.c. 12 x12 x 12 CONCRETE F 00 T wind speeds greater than 130 mph,bbddng is retftllred whlOh treatlen sheer toed to two addit W rafters(3 raters In WOOD JOISA, ' ` (Tj For ext for panel string,gdmftd box acts chat be pennitfeed In be mubsn ted for t70 naw nolle. kA Y Y POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES: (A v a.,erwbe nota,al namkV ntalerw b los#1AW preNt. I a In kerdw. JOIST FRAMING FLUSH WITH GIRDER/HEADER Anraewger,,rw+o.r,w4vid rabb9gW 4wdor,.111n1 1Owl. GIRDER TO CONCRETE PIER CONNECTION 2}cArdersbraeok)Dirt.beeboMeaoranctwrsebeachMdorprerwltwe�ner,womrte. ciirdsra on ooncrre piers Nal be w dww VA proper Maw oatraaiors awhomd CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA feaosawNhamk tMn1/?dkxrbVwWored wkfi awar.wWmAL Ground Snow Wind Seisrnicc Weathering Frost Line Terrnite Decay Winter ce Bonier =kood Hazards 3}Pbft+t +oar"boo d+ar.abalzxlrxlrn,rdtcwasnwaft S use a mktkmxn Vz'dna x r b m artdwr boa wNh mW m and nub.Footlttpa Sha Load Pew Depth TDesign rtdert� be s n below grade.C;kdarr wMt root and hva 1?dila.txntareis prep 3'Debw ptade- 25 pat 140 mph g Severe 38 in. Nue—rate Slight to 15-F Yes 4}Dsac jdMa a rtttM.biotidrtp at atD as. to Heavy Moderate 51.A mkinm ar 10 ktch tlW tp ohl be h bMwaatt the bald V and ItWpar. Ledperb be t',Nenad b buk%V wbt 1re dla.bock wlh washers and nils at 1e'O.C. e}Corcrok pieta aha be ani 6.u. r above pude. 71 AN)chis b be attpparbd w1h hnpets wW ttrtdtots Ench Jail Mal also be andtored brei' 8j,Covered Roots ttrtel ba aeserrlbbd and ttnchaad the came nurttar a.a typical btidttp. � . . ' .\ ed L4� 2x 1G'' P-00r-- EAFT!✓�S@!U, `O.C, - 5/s'' C-Lx I YW Q)D SH I✓ATN 11-CA I �_J= t-W-L• IZ SH I E LD TZ) rE. 24"t:�- --.r,.y t�D61 McTAL.DcIP!tom, r::-,- Ate"t E n\IEF� ;"' 4LL;QCwt I � 1=� ���,;.-�---° I { Qom . ..... dice'_ C,1rwQ{ r Ll V IU I ?-5DI 3'! '�.'.f.l.ROOF -5PNOLri& tII�.I,ll�1f^.t/ill j � Ut� f44WCALE 1 11, z I LLi. L, � @ I I c�I L I YJ C? JO)S7"t ►&'01 U { _ GY�t , �� � -- m Olt 2`xca" sruTD & ILD �,t - 1jQ CDx PLY'WCCUQ '121 (A I D I fik,AUL A1710 cell V I MYL I DI i�Cwt CGr�(�,�? I M (f� { l�I I SIS VLTI Ute , r- I_G1 - _- --=-- j�� '' -'r COYPsvr� o, -Apr,- � tL�. _ r I r7 — � t x I 64 LSPAX . 12,y U'i-/Q�)_ CJ / 1 r J Q ICS - ---. _ I CUL- -44 p!/ ()1-4 •s t +� �• �t fes.. r y? I � -'• _ „rfi� • C1=,�':--C�.1.aMF� �.t, �� ��,; ' I /�='�:,�. , � _ I v i w y'L ,uL A� I M V - _. - �':.,� .`� .e�i-:'-..}I� 3A..1� ✓ ,.:=,„. ,..._, -1 !-.a.��ley. -..Slt.. —1-- l~ ,o---- .-.......- .—_-._ —...._ ....._.......—.,.......N: =�1... _r I��� .- --_... ,a...i+ 4 r 'i• ;/� I DOUBLE ROOF SHEATHING I Top PLATE NAILED PER CODE-TO I' DOUBLE TOP PLATE t, j ” r BARGE RAr-TEtZ III ....... .................... ° I FRAMING ANCHOR 2 MAX. 6NEAR WALL 2x BLOCK 1146 0241k O.C. STUDS CONTINUOUS ✓��f ++ I (i w y I �` 161 C I j TO SOLE PLATE ✓ // I.O -: T'r �� ] I' C'� G( I ti 4y.: CEILING DLOCKIN6 0 PANEL -- \ ; DIAPNRA6M EDGES w_. rE REauIREr, c w _I fv l� ft� li �G WALL SHEATHING MAILED PER CODE2C1� S 181 Ny i A.. 4 <cr FXV I ICi `Z,4, 2P7 L-1i Condon Engineering PC �8ALLOOM t N n t2A K E Eileen Santora • Residential ' besigner� 1755 Sigsbee Road • Mattituck, NY 11952 FRAME 631 -734-279'4 • �utchogue, 631-298-1986