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HomeMy WebLinkAbout41164-Z ��Q�c�uEFat,f�pG� Town of Southold 8/16/2017 P.O.Box 1179 o0 • 53095 Main Rd qol �aot' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39132 Date: 8/16/2017 i THIS CERTIFIES that the building ADDITION/ALTERATION i Location of Property: 365 Bayer Rd,Mattituck i SCTM#: 473889 Sec/Block/Lot: 139.-341 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated i 10/26/2016 pursuant to which Building Permit No. 41164 dated 11/15/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"FINISHED BASEMENT AND ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Bertsch,Mary&Katulak,Francis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41164 08-03-2017 PLUMBERS CERTIFICATION DATED 07-25-2017 M tti ck Pl Bing u ho d Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) i Permit#: 41164 Date: 11/15/2016 i Permission is hereby granted to: Bertsch, Mary & Katulak, Francis 58 Briar Hollow Ln Apt 202 Houston, TX 77027 To: legalize "as-built" finished basement and construct additions and alterations to existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 365 Bayer Rd, Mattituck SCTM # 473889 , Sec/Block/Lot# 139.-3-11 Pursuant to application dated 10/26/2016 and approved by the Building Inspector. To expire on 5/17/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $483.60 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $550.40 CO -ADDITION TO DWELLING $50.00 Total: $1,084.00 B ' i g l ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 16---n—I(P New Construction: Old or Pre-existing Building: (check one) Location of Property: `�.fo� 0m o- M At TMC House No. Street Hamlet Owner or Owners of Property: N - `(U LAV- (A Suffolk County Tax Map No 1000, Section j Block Lot M fijP 2 InAQ or �3 Subdivisiono�Q,Q , Filed Mapin�fffTUClG� ot: 2 Permit No. T k4 Date of Permit. Applicant: hbLI&I �(2r Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5D AMA A- ak-A A 1 __ Ap I ican g atu e OF SOUr�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �� roger.rich ertCpD-town.southold.ny.us Southold,NY 11971-0959 lyCou�r►,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Bertsch Address: 365 Bayer Road city:Mattituck st: New York zip: 11952 Building Permit#: 41164 Section: 139 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No: 32644-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 Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 20 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 2QQ Emergency Fixture Time Clocks Disconnect Switches $ Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 1- Range Hood, 1- Exhaust Fan, 8- Ft. Under Cabinet Lighting. Notes: Inspector Signature: Date: August 3, 2017 0-Cert Electrical Compliance Form.xls , 1 Telephone(681)763-1802 'Par M I I MCQAM. P.O.Box 1179 Southold,NY 11971-0959 Y BUMDING DEPART19-NT D TOWN 4F SOUTHOLD ,, JUL2 7 2017 ELTILDW,G DE FT. TOWN I 1 V OF SOUTHOLD CERTIFICATION Date: .2'' l Building Permit No, Owner: b.7,e- 1 h f (Please print) r Plumber: ve- /v►,tO�., �- (Please print) I certify that the solder used,in the water supply system contains less than 2/10 of 1% lead, ( uignature) Sworn to before me this `J ' day of �tq 20 1 CHELSEA L. CHALONE Notary Public, State of New York , Registration #01 CH6287106 t Qualified In Suffolk Count Commission Expires Aug. 5, 20 NotaryPublic, ,� County; " , SO(/Tyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT-ION [Vj FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: &k-j OVA&4ib\Q l _pA All, I / f, , o DATE INSPECTOR SO!/1�� s �o coum 0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEI'G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESIST NT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: DO o kk DATE hef INSPECTOR `4 W OF SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ RAMIN STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: Sir o DATE 2,411 INSPECTOR OF SOUlyolo enufm TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: DATEINSPECTOR 5 SO(/1�� �o� Q coum,�c� TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ -] .FOUNDATION 2ND [ ] INSULATION [1 FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 64f& ,k 4)ct J DATE 31)4>01 *4' INSPECTOR �pf SOUTH hod olo �y00UNi`I,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FIN L [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: cAoAVl'*,--a (D .p DATE INSPECTOR ►� 11�� OF SO(¢yolo c0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. OUNDATION 2ND [ ] INSULATION STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: GA.-M S 0 �7r DATE INSPECTOR SOUTy��O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: y DATE L � INSPECTOR OF SOUly�lo 'Y�OUffmN c� - - ------- - TOWN OF SOUTHOLD BUILDING DEPT. 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) REMARKS: DATE INSPECTORS FOUNDATION(IST) you �-� t t ■� ! ROUGHt PLUMBING W"MW'._ - 5-cm, I Iae 1a ENERGYINSULATION PER N.Y. STATE • t IL tIl W�/�iII�WWWR l %�''= � ►� �M►AM ADDITIONAL 1� W11012 4 MY A EMU O li � • 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 Survey, www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Contact: Approved 20 Mail to: Disapproved aJc Phone: Expiration _,20 4_9 6��, Dpector o DOka OCT 2 5 2016 APPLICATION FOR BUILDING PERMIT Date / 0 ' ,20 /Co BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in-by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall-be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate,of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the.Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of a licant or name,if a corporation) 5 80 IJIUA L l..:QL L0(/J (A Ate' A P7-:2az (Mailing address of applicant) � J . �x x -7027 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises a (As on the tax roll or latest deed) If applicant is a:co7JA1 tion, 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 f land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section I ZJ 01 Block Lot I Subdivision AAk<A" MAP Of 1V1A-M-Nme-N-6i4mm Filed Map No. Lot 2 3 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy DAl; �) I U�(/[Ar4 b. intended use and occupancy (7 AA� I liL! tOE low 6j 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units f 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. AA , 7. Dimensions of existing,structures, if any: Front 3 .9 Rear �� �/ Depth Height Number of Stories Dimensions of same structure with a �yJ 'alterations or additions: Front 6-3. 9 i Rear S3, q Depth _5-0 , 5 Height /�� �' Number of Stories'—' � r 8. Dimensions of entire new construction: Front v� �J r Rear �LD,3 r Depth a/ Height �{ .5 Number of Stories ""T � ' 9. Size of lot: Front ©° Rear l o ° b Depth i b 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q " 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO fPAnlo< MW L�A Iv� 58 &QAA 4obLoLJ tA,A er 3-oa 14. Names of Owner of premises PA AN 6'7Li�4 Address A0U5 or-/ _JX 7 7 027 Phone No. 976 Name of Architect WA&Kk9- b)Ar Address57 Z° "'V1 bt-. Name of Contractor 92WJA17-0 &A1 o Address L7S' Phone No. (03 1-8_54- 'f/80 rh,mlvcl-_, Ny l('IS2 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V" * 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. STATE OF NEW YORK) SS: COUNTY OF5(/P*b t" X /W 0 �,I SG� being duly sworn,deposes and says that(s)he is the applicant (Name of in ividual signing contract)above named, (S)He is the D(�1l� GYL (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 DC;('d i54L20 �(!� ��, & - - h� C'. C'," Notary Public gig—hat4te of Applicant MICHELE WAGNER-NEBBIA NOTARY PUBLIC,State of New York No.4989347 Qualified in Suffolk County Term Expires December 2, (j�7 mss. Scott; A. Russell , �° u �I;b� STO]KN[WA\T]EIK SUPERVISOR ��[A\NA\G]E1\\41EN`]F z SOUTHOLD TOWN HALL-P.O.Box 1179 m 53095 Main Road,-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS IPROJ EC17 INVOLVE ANY OF THE FOLLOWING: ' Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional, gent,Contractor,Other) S.C.T.M. #: 1000 Date- NAME: -ie—„ Section Block Lot `'s"..j... n FOR BUILDING DE-:Pftil?TNIENT USE 0-\LY Contact Information- 60 '3 1'� n� ' L, j/ � �A /� Reviewed B / f — — — — — — — — — — — — — — — — — — Date: ��'��/ '/f _ Property Address / Location of Construction Work: — — — — — — — — a — — — — — —1�— — � nn ^,I �,y� Approved for processing Building Permit .I ,&/� 1bA � P-0 1 /� Stormwater Management Control Plan Not Required 1 11 f -w� f NVI iq Z/� ❑ Stormwater Management Control Pian i-,,Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 T i d Town Hd Amex Tekhone(681)765-I802 3 54375 Mala Road �r er . h a iIi pgg0�nV 118 P.O Box 1179 ' vc a.ha a0 t1t1i tO Sonft ,NY 11971-0959 BURRING DEPARTAEPT TOWN OF SOUTSOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY r Date: _1�7 i Company Name: pclC r/j 7 E( .� Name: r.- License No.: j 307(o = h'JE dress: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *AaaFesg: 5 /��� LA -- *Cross Street: *Phone No_: Permit No.: Tax Map District: 4000 section: Block:_ Lot.g , *BRIEF DESCRIPTION OF WORK(Please Print.Clearly) � Ima /WO 7-��JCX�) 7-0 1(o 00 _SQ (Please Circle All That Apply) -j-14-e- �s� — *IS job ready for'Inspection: YES/ NO Rough In Final *Do-you need a Temp Certfic ale: YES!NO Temp Irformadon(U-needed) *Service Stas: 1 Phase 313hase 100 150 200 300 350 400 Other *Blew Service: Re-mmect Unt"round Nwber of Metem Change of Service Ovettead Additional Information: PAYMENT QUE WITH kPPUCAT_ION O VUqued for Inspeftn Form G�'9 f Town Nail Annex * Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P.0.Box 1179 Southold,NY 11971-0959 . BUILDING DEPARtTMENT NOTICE OF UTIUZATION-OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR-TIMBER CONSTRUCTION Date_ 41, d Owner- (� `$U LAV 1r.6- � V Location of Property: III `ilii � 2 Please take notice that the(check appljcable tine): New residential.structure : ° �� r° Addition to existing°resldential structure Rehabilitation to.an.existing residential structure to be constructed or performedat the subject pro�erty`reference above will Utilize _ (check applicable line): fa Truss type construction(TT) Pre-engineered wood gnstruictildn (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including:girders and beams(F) RooffraRting (R) ioor and roof framing (FR) Signature: 7 A, pp Name (person ubmitti th's form): �� ( W��� ' W6 6 Capacity(check applicable line): �~ Owner Owner representative TrussResReg15.docx Effective 1/112015 ° IV 0 cP a 010 I> ICY d> � e4- Ai Olk IS 10 IN °I �Q C4 �\ C , q [D --- I,o� I a� ®o® �r `Z,`i175�r "T o �(Aiv� � MAP O�- AAA`f't TVCA4- HSE6 W z " 17n�� ,Ga nl�I e1�cJ.� 4��"'Aa(rG� �M �►�1rQ . �1��U(L�^M. "� t�N D 6 bPi �►C-0 � � � �c Dikes -f S- t 9 C'a -12rwD Ar— Pr VlAG1CiP f ANK- V4,XN6,AV-- �f MA" B"--1 5 'Wagner 1'"= 30 �O A R C H I T E C T U R E & D E S I G N 57 Rollstone Ave., W.Sayville, NY 11796 1�9 PH(631)563-2283 FAX-(631)567-3147 j t 0� O } - .314s Q �f CK _ _. a Ba . ` H`' }�, a /fid_ . I(�► 'i \ ,_ ��� cry' �G110 1 � % �r htA- Ckv114� nim a`� V �2•?' ` \yam 4" I lay .01 t t r - 0 Nod% �rJfoR,M �N AL,i v, &V WT CONK-" APR--R 1 4, 17 �20 4 O x�snN�i COV.-aA4 ',(t p p'o s c'O Ian`t' (2�,9�1�l 5 f) +, i BUILD,ING DEPT. TOWN OF SOUTHOLD Lac- f�tA 15� 000 W Ts 3,2_ '05 I ®A ��Atv�crTr D�P_.v1`,A P,..io;� �MATi"17vc.1� }H�t4l�C s USnNG coADI-I)L' 3 06T. AlocD ff(ali(S' .Kafusv/�-*'Wrm 'iND .s�'y' �y P c"co r►��- `5x✓iiv�'yQ�.s � -p� e�l��a S -I S-=I-9°I-cP i . E t IVB- l '111LAtc- MA" �.' i 7k mA'T- 2. Ao0a - ► °i-3 l-� �o r 4 ,- agner A R C H I T ;E t T U R E _ D E S I G N LISi' 57-Itollsione Ave.,W:Sayville, NY I'3-796 -PH(631)50-2283 FAX(63I 567=3147-` i % REScheck Software Version 4.6.3 ;.:. Compliance Certificate 'g INA���H;�� Project Existing Finished Basement Energy Code: 2012 IECC Location: Mattituck, New York sT ! Construction Type: Single-family �®ir Project Type: Alteration Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 365 Bayer Rd Frank Katulak&Mary Bertsch Mattitiuck, NY 11952 I Compliance: 1.5%Better Than Code Maximum UA: 67 Your UA 66 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. r—- - It DOES-NOT provide an estimate of energy use or cost relative to a mmimum=code home. - - - - Envelope Assemblies MEN= Basement Wall 1: Masonry Block with Empty Cells 850 13.0 0.0 0.061 48 Wall height: 6.8' Depth below grade: 5.8' Insulation depth: 6.8' Window 1:Vinyl/Fiberglass Frame:Double Pane 4 0.500 2 SHGC: 0.30 Window 2:Wood Frame:Double Pane with Low-E 8 0.300 2 SHGC: 0.30 Door 1: Solid 46 0.300 14 Compliance Statement. The proposed building design describe consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed bul ding s been designed to meet the 2012 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements s I the REScheck Inspection Checklist. i Name-Title Signature \ Date j Project Title: Existing Finished Basement Report date: 11/15/16 Data filename: Untitled.rck Pagel of 1 � 51MPSa�) kFANGA� - WAaY ►IPS- 2M :. i Tt . FD'IN� Ncl u 7�lSi� FA5 MC, COLI . POOP- oil l2 AOV , WAS pA� a5= G.� I l�k �--l3 &A i T l t� v L , U T i Kiln PLM R - . .:,�, ty �s,. � g {� : „ my � Z < �x� -r��►� Ex�s�N� . f �—Tlscll rr ff �y (A' - t ( C.a `Y t _a1 `. ._-_.._... -. __............�_�__..-._ t--------------- ) �+ �. 1 nc�pe✓t ,a f l p y t i 4,' •�. ,\ �-` ,✓f,• 4 C% �X - 1 C fry - 3 i 1 oe' ol (•fit t - t 3 i,f { ;a`• t! ��' 10 Al 10 ' y1"', rf4 I',� 1 N�.w` `+ �t /.`t .^,. ]{t 1 _.1 ' (( �\ ..�r /�'*, • I t 0 1.tA1t c: "------ !1 ��'+Jrj.,.f I•�ir"-f.. � E"-.r. "."'"-'I n°t; }may(� � h i 1 :� #... 1r ' 1 5. -• _'-...._._._.__._....._- r..._ ,.,.......—,.........,.......__.._...-.,........., .... yam► � O �. j '62 J � ry Li t t,f � `1��+ `, r_ r^!' '' i"_.- '� ,�_! ,�,,.,.. .I` i t- .•e P3 i. �'- I r n�.'^ {.l�fa Y"F .. li ! a• rvi z.`}'S T Ely 'J -fp'f•§` ; t 11ANi)RATUGUARD NOTES �'�- ��, ' -r i ;v i��1t ,� Gjs �= '�. �i~_� ...� �;,. (...- ► _-_. _�_�_�tl TM� .�• i e- t 8311.7.8 Ilandrails.11andrrils shall be provided on not le-�s than one ___._...__...__.. ._.... .. _...:- ._._....... . ._. side of each coritinuows r f or more _ 1 run of tr ds or flight with our risers. Csr' �I `v '„ t, .'� ;"lr •) � + y�C- 1 Oji f3(' , !'' •° if "f- ''? �r`�.t' +» ' F IZ311.7.8.1 Ileight.tlandmil h,:ight,measure'',vertically from the _ _ f t 7 , f".(-C::.t�a - ( j - k�'� sloped plane adioinrng the tread no-in, , or finish surface of r..^.nr .T !1'I fi'4,., >!�'-��„ f :.4- slope,shall be r,rt le"than 34 inchP.{864 mm)and net more than 38 } : • t )(L r 1'atj48a �ii:� inches 65 mm). t t a �`v s >., T_IC,lGEOGRAP GEOGRAPHIC cC D'SIGN CRIT •),RiA: _ CLIMATIC, 1 _ y 8312.1.1 lvhere Required.Guards shall he located along,open-si !rd --- - - - -- t' wl!I�ing surfaces, including stairs,ramps and landings,that are W-R-TICi"L...DF-S:s-lG.G.R.t7L00't1'?nS S located more than aninches(7f2 mm)mel tr.d vertically to the 30 PSF LiVE LOAD, 10 PSI' DAD LOAD' or erprrd, below t any 3� etes94 m ) ALL OTIfl-P - t ROOMS 40 PSF L11117 LOAD, 10 PSF DEAD LOAD �4 � t;oriiantaliy to the edge of oi,en si+1e. In,ec?scrrenin shn'i not he A}_i.ONVAP_LE DI;1 },FCTlO\' FI (�`LI,h4'I I,O;1D Ol �I i 1 r7'. '.s f l f- `fi! cor:sid:-.red as a guard. C1.'}OKT.. AAI?CAPPON I11OtiO\IM ALARM lSiOTE'S -ROOF RAFTERS('.`t)CATI-IF ruvAL CI:II_I siG) IJ180 As Per 1314.3 a smoke detector is required in each bedroom ROOF RAFTERS(CAT1}FDR.�I,Cr1Lf!�G) L/360 8332.1.2 lieight.Requircd rurd at open-sided walking surf ccs, plus one per floor. As per 2016 EFC Section 415.2.1 a carbon CEILING JOISTS 1,1360 including stairs,pnrches,balconic;or landints,shall he not!ess th n monoxide al;!rrrt is required in each sleepini'area in the FLOOR JOISTS. . 36 inches(914 tom)in hei�� as r;eas lit +.rrecvertically ically above tl',c I./360 f= immediate vicinity of the be+jrs. oom �»• r,,, ` adiacent wa!kine surface or the line cor,nectinry the leadiri Pd r<:of NVI'vD LOADS�F, , F�'� Ft JC•E-7� � 1 � �._ P " As per t'te 2016 llttilding Code Supplement Section A.IQ02.i Exception(2)and A.E802.2 Exception (2) in rooms wh^re the tlT 1MATFDFSIGN VTN D SPEED 130 NI(WIxtD 70x 1) NOMINAL DESIGN SPFFD= 101 MPH � < �hectrock is not being removed,and there is no access from a t r F,xception.s: � ? ! - J Guards on the open sides of stairs s,m!tave a cit nI hhihet . I «th�+n . Y z �(�'05Vi� � 1. Gu the r crawl s.pice, basement or attic, devices are allowed to be SF1_S\_'iI<:I�T:_�_lC;'tiC_ LASS : I3 34 inches(864 mm)measured vertically from a line conne:tir,g the batten'onerated. otherwise they must be hard-«:red and itiTRt1L I�'(�TFS lca'':ir.t etlt�e of t!:e treads. interconnected. N'I;A 1'1_IrRT?``C; F�rDF!{ : SI VI:I F _ I. All work shall conform to the rec;u r,trcnts of the follawinc codes: - .- .__. (USF 3,00'0 1 S1 CONCRFTI:FOR Comhin.ttior. smo}:e and carbon monoxide alarms are allo�wcd. FOUND,IT'IONS AND 3,500 PSI FOR SLAM I;XI'OSI-D TO I'RF.T?ING) 2016 NYS Res ic}ential Code(2015 1 R 2''Pri'-'`^41) 2. `'~'here the top of the gurrd serves as a handrail on the open sides Smol:e:larins shat] cotnph vwitl;UI,217. Carbon mnnn�cide 2016 NO'S Pm "� !``Maintenance Code( `)1 r " `'!' '� !• of stairs,the top of the guard shat; be not less than 3'9 inchG (R';4 Pe . 1"Prtr, tns) r f ala-ms shall con ply with UL 2034. , - mm) not more t:.an 14 incktes(955 mm)as measured vertica!I:' YR-0-ST-LT,T_DEPTI I: I30T`l'Of OF TOOTING TO VE,3 -0"RfI,1. I3LL01t' All Fork shall also conform to the requirements of any other authorities havirr jurisdiction. See floor plans for locations 6"I C",^_sa,,tet t.-- F-n r, � c t rl t..�� t: , ��s from a line Connecting the lea�'ing edges ofthe treads. HNSIL D GRADE The Contractor shall obtain and arrange for all required in;pections,certificates and tests. b r- �1 3 i �� Smoke Detector R Alarm TJ TZMIT'r, P Tj: 'AT;iON PROPARIT ITY : MODFRATF TO UFAVY 2 R312.1.3 Opening Limitationt.Regtrirel gu.�rdr shat!not have Framm t►umber to hehem-fir Q &better unless noted othensise. Decks and porch , t ti n -Y openings f cam tf wa crnt,eur hes to the required guard, e}ht t. CC,Carbon Monoxide Detector FI.C?Qn �, i 1_ 4 k. ! a t 3 ^ 1!t j - 1 ^,a ;'..�,)C � � posts to be framed with pressure preservative treated southern ellnw Pine#2�� better �' a } allow pa re of a sphere 4 inches(102 mt., it dirmeter. ct .+ R Alarm unless noted otherwise. All lumber that comes in contact with concrete shall be ACQ or eilrtal. Fasteners for pressure treated wood, including nuts and-washers, to be min. Exceptions: Z-,,I- A STN, I A 6 5 3 Type G 185 hot-dipped,zinc-coated, galvanized steel or stainless steel. 1.The trian,S+el tr openings at the oven side of stair,f:nr;ed by the - \ riser,trcar!and bottom rail of a gucrd,shall not allow passa^e of a 3. All concrete work shall confortra to the requirements and recom^nendations of sphere 6 inches(153 tom)in diameter- ACI-318-14 and ACi 332-14. Slabs and stets exposed to freezing shall be 3,500 psi, all other concrete to be 3,000 psi. All concrete shall be air entrained. Total air 2. Guarci,F on the open side of stairs shall not have openings that r. 0 �4 content shall be not lees than 5%or more than 7,;. Reinforcing steel shall conform ailo"'passage of a sphere 4',$inches(I 11 mm)in diarretcr. t— A} to ASTM A-615 grade 60. s . All foundation;s}rail rest on undisturbed sail of 1 ton.'sq.ft, bearing capacity minimum. Contractor shall vcrif},the level of acceptzble hearing strate in the field. R C= 5+ X111 electrical work must conform to Nf`PA 70-14. ` � : a r •I u 4 HANDRAIL/GUARD NOTES R312.1.2 Height.Required guards at open-sided walking surfaces, R311.7.8 Handrails.Handrails shall be provided on not less than one including stairs,porches,balconies or landings,shall be not less than `�(� I f C/�i. SMOKE DETECTOR AND side of each continuous run of treads or flight with four or more 36 inches(914 mm)in height as measured vertically above the Zu �` risers. adjacent walking surface or the line connecting the leading edges of �; p I J CARBON MONOXIDE DETECTOR NOTES 1 I l the treads. e+fO !AIN- bU-VvJ CLIA D; + t �• =A smoke detector's required in each bedroom Plus one ROM, y i w floor. A carbon monoxide detector is 8311.7.8.1 Height.Handrailhelght,measured vertically from the _ required one per floor. 17 3 'O ed,and there DAT slopedlane adjoining the tread nosing.or finish surface of ram Exceptions: ,r , „ ` � In rooms where the sheetrock is not beingremoved, �,� P a P J g & F ISI" OF ST'1�S slope,shall be not less than 34 inches(864 mm)and not more than 38 1.Guards on the open sides of stairs shall have n height not fess than %O - {P 2�0 is no access from a crawl space,basement or attic,devices are t 3 ' O 34 inches(E64 mm)measured vertically from a line connecting the _ r �,�j OyiG - :allowed to be FEE: ,b _ inches(965 mm). leading edges ofthe treads. - wired and interconnected S e floor plans for locations.sey must be hard- NOTE. Y 6UILGiN:} ;r. .' ;'i N,y r AT M0,10T i/JINDOWJ IN Ll G!J W fI`ri 8312.1.1 Where Required.Guards shall be located along open-sided 5 uhf 9-Z O/•^ � fi ,- a walking surfaces,including stairs,ramps and landings,that are 2•Where the top of the guard serves as a handrail on the open sides 765-1 02 $AM TO 4 t"' -r j•r ) - of stairs,the top of the guard shall be not less than 34 inches(864 (2) x t _ G l t2A•c Smoke Detector&Alarm ti ,NS ---- Q� rlO? d ;% 5 L �hL. l7 R It located more than 30 inches(762 mm)measured vertically to the --�"-' FOLL G G� J� I,J r-i.r ' mm and not more than 38 inches 4615 mm as measured vertical) _ Ajjl:� OYiGZ I 1. FC INDATION - T"i'(. t;� Of,' r® � 3�� t, - 2� floor or grade below at any point within 36 inches(914 mm) ) ( ) y G jO X -(r r 3 horizontally to the edge of the open side.Insect screening shall not be from a line connecting the'leading edlges of the treads. `o O Carbon Monoxide Detector&Alarm 1-„ FC i PC;;RED CnJtiC;r, considered as a guard. a HO1.� V464e- �q Ce -4-t flan 2. R BCH - FRAh,1?NG t FI_1 V:� ;NG t?�'Ffi R312.13OpeningLimitations.Regtairedguardsshallnothave IrV(L �T lVB 3. IN ;!CATION �Z %JI'N{' 0 7v Qo( L �tAt�; #kD(� openingsIf��rAI.t. {v /-lN ot.T3 from the walkin surface to the aired and that x o CONS 1 R MTION g req guard � ,,, - -�`� GIG C5 -� f�((�� G�'`�' �'2) C.0&rno t1 c +' DI` �o"M co w'��`ri P) allow passage of asphere 4 inches(1102 mm)in diameter. r, Q �1 / p 0 f 6 4. FI ,� - " O Itiq�ST 0 t fdt2 �Ol���. ` t VIE \ �� �W DWN - -► ` P SiN. c (2 fR�M GoltN `�25 MAIC • I��QUItr�• 5E COP•",PLETE F-- �,.; Exceptions: �A cA CSJ N -1 �+b6V AACKrr AA IN, W I TN 2 X 2 X -3/1& WA 5 ---7L5 t' ALL ONSTRUCTION HAS-L MEET THE K _ `� Com+ 2 TQ 1 ,, t 2�,�� 1.The triangular openings at the open side of stair,formed by the O i 000 J{ 'x REQ REIv'ENTS QF THE CGDF. OF NEVJ 'vSIBLE FOR - � - riser,tread and bottom rail of a passage () p �$ '^ - YORK STATE. NOT t;r:SF';`,' �'I 3 guard,shall not allow as c of a X N N 2 D,- �,, Ot', Gi 1- { sphere 6 inches(153 mm)in diameter. - - N Zc_ �c DESI I OR CONSTRUCTION ERRORS. V 2.Guards on the open side of stairs shall not have openings that a a t, +� - ,,,L, d' � 2: 3,_i o" ' 6'-4. 3-10 �"�° / 4910t, � , 2 Q�_ - ' _ - = " - 4 '3OMPLY WITH ALL CODES F p - �} allow passage of a sphere 4/s inches i(i I I mm)in diameter. ,+ CIR 20 ' 2.0 3"n N W YORK STATE & TOWN ter D E� �-- AS REQUIRED AND CONDIT10% 3 OF A r L•, x 2 5 G X 2 5 C�H e- 2 x 10 1 „ -� ' -------- W, Z8A �, 8_tt - _ IN 15TAL t- ``'i'EO-o1`s �v- ,J� � C � ` S l�+ l��U-I/V � �7 ` �� O � , \ x 5 'N ' I Gil � Nc'r l�`sGL f �o o a 8� - - NOT sfl tl? �; t L '� ,r-��471 ) i Q' _ N ,� + �f�`f11P. 00 _51 v J 3 0 - �`wN3t�11 G �- �. _, Gas - 3 �x 8 � �o� t-� C�� OCCUPANCY OR •' Po�k.c'T �--- z S UN R O oN` p�1 � � 1 N stta op �► � � ,� > � .3- In,snalc, PVC, USE IS UNLAWFUL �1N r.l A M F4. R QA 1 f, ` �x, ,N �s WITHOUT CERTiFICA FE Q uEw E�fAt.s� vat,t,�-y N k9 I ptP� (Wlt.l. (moo "' �`o �l3 . GR.Ay�1C. SPA�c _ OF OCCUPANCY 2x RC�ICe`e4 x Q . s° A .ovGK CZ x H'iGN � (2)2X A CY /jx tD iGo` t`► 1.l. - N1 0 ,g N ca - D L i �b r/Np�lo�l WA p X a tY o Z g x 1�" s°tit r'°N c - ELECTRICAL (�X4Y�CIS e, O SWDc 50 Lr- (.T ,/ gt.o �tX 2onl t K t b �. 0 �I'wSPECTIOtV REQUIRED . :i 1✓I,o 02� t1'D i; ;� `.` � u „ 2q" a '' u -p � � PIN Otrf�-= " 'j� pit ., D �!v intt'caY_ o �- - _, � .�� � CO N r- + � ?-7 jl o N Z Int P � b o1=� t sty.- - G kLfOM D G _ �. K X _ (�J 2\f GAN 8 f E>7 't-o N N Q � P a� t N - C�NTIL� �, RETAIN STORM WATER RU dOFF PURSUANT TO CHAPTER 6 _CZ Y 5� 2x 8 DR-oPO� l�tf�•0 N d OF THE TOWN CODE. 4M4- �� ,�wad �- P��a� t- --� fi --r �- +-� a- x DIST`, Z ._J+ w 4 �� N� ( 1.-� I . L.. _ �O ,- O Bio - 4 t- ar 4 pa ~ �'• ,oMXH �'�``(� N ExI�nri� P �GI-4 1I° <' 3 7 J _ II / 2- 01 5-FiUSSPL-ACARDINGREQUIR -D R�Pt s 3 3 c <-W GA., 1&1OT 'Yv►otk _ i 4 v 'kr/1 t.tG p 11- C D �� 'I'0 W �' C t�Jl TR.tii 12 o a1' 11 <, t j 2x to C J c ►, � oG co f-AuA l��.tCr -,t cs� `9 � �N lr) �' j LUMBER CE TI, ATION STirJG K�1PM Gc _ ,t r� _ 4 PE�movE -td� a 3 l� �a _ i2� k k -- WcNoo (?�2x to Ol`I LEAD CONT "NT BEFORE (J 6 X Z)4 D u 2 x J>A _ C emo LC WA Z - I o uT o002 (p V>0)( ?0 �- G h^nnkY N �°� o a C RTIFICATE O OCCUPANCY J 2 +1,MNEy c._ t`'►Q 3 t -r�� a� �- o U ANCY I _. �clN� � s� I �� 5�1ow vP `r `,► N7 117/S . -i'T 4 • = N Z SOLDER USE IN INATER +� A r'�t.l.rC•/� -_ N N K _ _ - -- _ �� `,._� SUPPLYSYST M CAi11NOT EXCEED 2/10 C I% LEA,D. z W�b a0 ¢ '�, �xt�nNc, Urit,i'i� ,'LIJi 31 NG N r 7K t � , - ='lti iiaK. R 1y1 CC2,AVJt� SPAC.�, AL1.-PLMAR JG WASTEro V_tjo "A(it- fit, ` (`r'�r•� C ; Q o- -- St A P S o� I4A N G R _ VF V F,F, 1ci�h JPc7; '� I �Axv14D(�Ct ��' o ^�8f P vAG� ~ z3 -� `t (N 5 28"2 - �_EX Sil 4 G ) Xt��• JU_. W �-, ---� S C�� 3 U t� L o I�" W P 0"5 8A n_s D(L vt.E10� G R-0 , - 3�', 71- UP V v, ? v N . _�l F=t�, s DAL v 3 `� "I�t i:, S i GYc I N-� t'Sr,rJ �N i�AT►cx,}` --� .., _ ... ._ �---- P l.`J'VJ t?� ':' p( Z Y� 'rl}Qd) O C VA�t.�r n u �!- �!N I�}}� CL N O N Ly t`1 a� (; I ,,0,c \/iG'Y�+1�A ('f 11(�• -" " �•} G l�\� "� oC Ecx OTt&Cjo x z "' X!STS o �v m 1'I nl 1 S To '=' a r F ��, �' 7 x I s�N P A:. ►\k 3 N I '� `� X MATCH PA �y 3 'F�.. �t O ., "L ►a'c Got. . poo(Z _- 2A`�T8Q ,tgi, y, 30` 2 `�04 �4 ,� (`Cti p,) ► h �� r,: 2° � �- r `J P XI57inlG X ACH t.AvvEVL�'b , � D--- - '' 2-D � '� - Cr I"<.-Y2_ H P) pool, f X I s-r,l3)2h 8 Doo2^ �`- W V, ~ Z Q X �, PA NT U N�CC4 1t1 t G,!:b l tic I �c r s►.r. ,5't4�+ "C JP t Ae oaC1 cc+.iN Y_ W c{JD0L1 n X, - - 194 dE I w p o P, V T1 t,rry �1 �a' N � N ILL G +�o ` VIALt ct � L�_ I- C-AC_ pts 5 �c P( Ay RO OM X n 0 Z � v j �'-o I' xt �A ,c� `� (y \ / /' tST I = 9l. v \V / I � 1 Off( tA Z yJ D V M M�! & N IZ wAv_ x G�.e= w(2x RRPJ�vo > 7 � � pC M��� ( tJ►t,p WobD p�cK o� TUP x . , O� Ext%T r`:C� PhTI O N X I Lt C.A-D o r) CTf 7771' LAJAU:'c �,TVLd� t�''17 �XI`aT7N�, 5-r�4f�" tYe,Ci{.L r" ; R'i't.hf�, vtret✓�.�1 r, �, I'xI�NG T G,0Rt,J C-` e� , W �ftnti� �t�4 (`(cYV DVAA C • to hA --2xh R� Iod2 --trl2b42 `O ?t 2x42 -DNP , _ GobVN:tA �P • FDf; UL / JyMC,+G ON L9 (,J,►J Do..J �► 0_ L:1--F o c - - t 1ri- � 1 0 �PA w l� �JZ _2 n ►JG G Lir "Y trWG J�NC+ Cbv\ `Lab AP�?i p1' �C14nNS �LGK- T'O t5 w r 1'- 7 2G y NY _ �8tk ova \� C r�r� _ P cyn oft; = 3`�8 s F w v Orofr.,K,� 117 C.AtU 45 C'*:_ 'P Lkp\� If VA Na 5, , -I>^Gk co 0 •L�'` .o�r. FA ctP, S t ,� ,,(S 2-74 tt �_o�-f TU{z---U�,c�i-i ----=-2��-5 f'� �! ¢ f't'.�n/ �'` �� ��0 UL� WEATHERING INDEX SEVERE(USE 3 000 PSI CONI CRE7 FOR FOUNDATIONS AND -- -u�v(-�-D' t C)� .� M AT s .N CLIMATIC, GEOGRAPHIC &. DESIGN CRITERIA: 3,500 PSI FOR SLABS EXPOSED TO FREEZING) 3'-t`�l'L --{}r -rte ��� � O '� Go wM N I 5� 0 01-, Z* ABovE - t2fi I0N4� N oT ,l � r 0� �/ , �� M� Go D�/ W VERTICAL DESIGN LOADS �{ , h Rk'-� 01: P C.,t)G a 5 c�7 �" S'fy j.Db = �-j � S F w � ('C� ( R*Q•D , le JT I f I N� 1'�'�i M FROST LINE DEPTH : BOTTOM OF FOOTING TO BE 31-0111R4.BELOW FINSHED - 1. ` SLEEPING ROOMS : 30 PSF LIVE LOAD, 10 PSF DEAD LOAD GRADE 5r ����+ d� P�F. 0 U-T;J O o c.. .,i-t0�k12� q � � F AL.L OT'f 1ER ROOMS : 40 PSF LIVE LOAD, 10 PSF DEAD LOAD _ O ATTIC LOAD �o . f\(.I`r. df INT /l'" (Kx'r4ot ' ,EFEo ARC/, x . CC iTci!t�h) 2 0 5 F 7. The Contractor shall verify all existing conditions and dimensions before starting construction 6 FOOT HIGH OR MORE) : 30 PSF LIVE LOAD, 10 PSF DEAD LOAD TERMITE INFESTATION PROBABILITY : MODERATE TO4NY ��`'" vJAc ,ti ',> 3. Framing lumber to be hem-fir#2&b iter unless noted otherwise. Decks and porch posts to and shall notify the Architect of any ambiguities or discrepancies before proceeding with the ( ATTIC LOAD 7 , > A,0c . GF f.At i, PO Ind F- Y ,,O i C L = 114 S t' Q F* '� � GENERAL NOTES be framed with pressure preservative trarted southern yellow pine#2&better unless noted work. If an questions arise before or Burin const-action as to the intent or details of the - WINTER ER DESIGN TEMP: 11`F r� 1. All work shall conform to the requirements of the following codes: otherwise. All lumber that comes in contact with concrete shall be ACQ or equal. Fasteners for y q g (WITH STORAGE) : 20 PSF LIVE LOAD, 10 PSF DEAD LOAD 8 � X. t7� t N"f fi 1J; ' .ASTM A653 T G18S hot- drawings,the Contractor shall notify the Architect for clarification and/or instructions. If the A•I-I-IC�� `��G� � I� �M� ' �1� 5 P �•,;� -' �_ � � 2016 NYS Uniform Code Supplement pressure treated wood,including nuts and mashers,to be min Type ` P Contractor fails to follow the above procedure,he/she shall assume all responsibility for the (NO STRORAGE) 10 PSF LIVE LOAD, 10 PSF DEAD LOAD INTERIOR DESIGN TENTS:72�F MAX FOR HEATING AND 7SF'diV FOR COOLING ` 2016 NYS Residential Code(2015 IRC 2°d Printing) dipped,zinc-coated,galvanized steel or stainless steel. consequences for his/her actions and/or decisions. 2016 NYS Supplement to the Energy Conservation Construction Code 4. All concrete work shall conform toibe requirements and recommendations of ACI-318-14 and ROOF LOAD : 20 PSF SNOW LOAD,10 PSF DEAD LOAD i\ x INTERIOR PARTITIONS : 10 PSF DEAD LOAD HEATING DEGREE DAYS : y t✓ R E 5-GH FG 1� G A t-cv L��t o!J 5 ��'•� : -. 2016 NYS Energy Code(2015 IECC 2nd Printing) ACI 332-14. Slabs and steps exposed to;reezing shall be 3,500 psi,all other concrete to be 3,000 8. The owner shall arrange for supervision of the construction work to insure compliance with ` 2016 NYS Plumbing Code(2015 IPC 3 Printing) psi. All concrete shall be air entrained. Total air content shall be not less than 5%or more than the construction documents. •__ 2016 NYS Fuel Gas Code(2015 IFGC 3 Printing) ° ALLOWABLE DEFLECTION FROM LIVE LOAD AIR FREEZING INDEX : 1,500 ``' ���'�'' t Code 2015 IMC 3rd Pring) ) 7%. Reinforcing steel shall conform to/'.STM A-615 grade 60. ROOF RAFTERS(NO CATHERDRAL CEILING) : L/180 16 NYS Mechanical Cod ( g 9. Written dimensions shalt have precedence over scaled dimensions. �1F of t�G`'t �o 20 S. All steel work shall conform to the requirements of the AISI S100-12 and AISI S200-I2. ROOF RAFTERS(CATHEDRAL CEILING) . Lr360 ICE SHIELD UNDERLAYMENT REOUIRED : INSTALL ATALL EA',,ES,FROM THE 2016 NYS Fire Code(2015 IFC 3r°Printing) 2016 NYS Property Maintenance Code(2015 IPMC 4'"Printing) Steel shall conform to ASTM A-361A-35M-08 and ASTM A-615/A-615M-12. 10. All masonry work shall conform to the requirements of the ASCE/SEI 5-13,6-13 and 7-10. CEILING JOISTS : L/•360 EAVES EDGE TO A POINT AT LEAST 24-INSIDE THE EXTERICIR V;ALL LINE OF THE 2016 NYS 90.12013(July 2014 Printing)MANUALS D,J&S FLOOR JOISTS : L/360 BUILDING D/4 c- " 1 O "1 S-1 Co All work shall also conform to the requirements of any other authorities having jurisdiction. The b. All foundations shall rest on undisturbed soil of 1 ton/sq.fL bearing capacity minimum. 11. All electrical work must conform to NFPA 70-14. Contractor shall obtain and arrange for all required inspections,certificates and tests. Contractor shall verify the level of accei+':able bearing strata in flee field. WIND LOADS FLOOD ZONE Y1i IS P 1Z 0 J% C l S N T, I if R F(,p o R Zo NEE ULTIMATEDESIGN WIND SPEED= 130 MPH(WIND ZONIr i) NOMINAL DESIGN WAND SPEED- 101 MPH WINDBORNE DEBRIS REGION Tfl! PJ f<T 11J A - SEISMIC DESIGN CLASS: B W►N D a oA*, E D E 5 R t- P rc Cwt co n! . s� ;;`' Wagner A R C H I T E C T U R E & D E S I G N -Z ,q i, 57 Rollsione Ave., W. Sayville, NY 11796 `t PH(631)563-2283 FAX(631)567-3147 n, 4 KATV L-A K - 6c-PT;C fA �j e34V2n R,0 MATT tIVcl , � y SPAS = Cv�� = 5q'` WmP)6yL J->cp 2 f b= 1,0 5v00 000 pa I P i :2 x B Sx- 13.141 05 L LOA© s r S 4 l 0 50 z 5. l -3 -< 1':-5. 1 A- I � c1.5C, (o �x S q 1 6t-tcov- Ac--no/� N Y4 � oo,a � C���G35) 240 � = o /�zS �/2- (1) -21y 0 22S SJ NAll.s i oR Sur►45�•1 �T>2AP tG ASPHALT SHINGLES:SHALL BE SELF SEALING OR INTERLOCKING, s it LS-TA '18 W/C53 8a SIX FASTENERS REQUIRED PER SHINGLE. FASTENERS TO BE NAI LS IIJ EA. R K. GALVANIZED, STAINLESS STEEL,ALUMINUM OR COPPER ROOFING b W II�•Ir $W j,11214 NAILS, MIN. 12 GAUGE SHANK WITH'A MIN. 3/8" DIAM.HEAD, OF A EXTENT OF HEADER WITH SINGLE PORTAL FRAME rOy ' -O p I Ridge trap Ridges Board LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL AND toNEBRACEDWALLPANEL) FULLY THROUGH THE ROOF SHEATHING. FASTEN KING sruo I (4`� Milo D M � ?'-16'FINISHED WIDTH OF OPENING _� TO HEADER WITH 6 •11 p j FOR SINGLE OR DOUBLE PORTAL �rjJ Scl ILA I TENSION STRAP PER ISD SINKERS r t // d` 7 TABLE 602.1064 ----- - �5P� -fON OPPOSITE SIDEb _ ".}� u /� / HEIGHT ; ; FHEATHING) ti5iMPSotJ TIE �1 l l'ZA GO NT, P-ADL(Y� '/G1J`+ ---- iBRACED WALL LINE: MIN.3"xil A NET HEADER STEEL HEADER PROHIBITED ONTINUOUSLY SHEATHED" 'f,",ry`.,� s J X, IF X•SPACER IS USED.PLACE ON BACKSIDE OF HEADER PANELS * •b J -� I G tl : I2 P I TGH WITH WOOD STRUCTURAL t Q b(J���GTJ b R '`D O r STAN l.Ot� S LO P� 1ZaoF TO E �' IF NEEDED,PANEL 40 N (N�� s 0IJ X 14 3 A5 F I•I,A LT 5141"G L-C S TO �o �5 P R p�(� 0�1 N LI J ti FASTEN SHEATHING IZ HEADER WITH 60 1 Lv �( p w COMMON OR GALVANIZED BOX NAILS IN 3'GRID ; SPLICE EDGES SHALL •• FASTEN TOP '`JI M p 'j = PATTERN AS SHOWN t, OCCUR OVER AND BE PLATE TO a'! f A 5-rir& V -7 1! Qj GIiAs 1" I `�� w r NAILED TO COMMON 'w HEADER WITH 0 k S P 9 _MU VG f Z 8 U Z, 1 1 MIN. U P�!)� � �d��I.1 A N I� �yc 1�. � w���L �S�I FiL� � HEADER TO JACK-STUD STRAP PER TABLE BLOCKING WITHIN THE �� TWO PAc O n A Z I WN 2 f 1�/W� I`�� „ H �/�, D �. i O( Gl�/t` C�x `.� ,I 3 i+• 8602.10.8.4 ON BOTH SIDES OF OPENING ;e ROWS OF 16D L� f IW f (7 yc.i` ��(p �i1'x P�Y(ti� PORTAL LEG HEIGHT _1 c`// ♦ e �t t „ � - 1 S ft t� V" 7 //� /I^ . L7 A ,^r' OPPOSITE SIDE OF SHEATHING ; PORTAL-LEG HEIGHT. �. SINKER NAILS AT fY] O V V Yi 51 MP S O►J f+Z n ('T g S LLO OAD) p l.�rrn AI L1(� l cE W A l`f�- 5 H I E1 rD O ONE ROW OF Q.O.C. 3'O C TYP I, a f NAILING IS REQUIRED +.. , 0v 1�l0 D lO l'y W D 2 x 1 0 ~ r' 1N EACH PANEL EDGE. ; • I p /y dJ M(N• N ^� A D �N! �• MIN.DOUBLE 2kC FRAMING COVERED WITH MIN. .r y p� A-r "c0 RR 70 STO D GON/J�GT1CIn1 r R R -1 'hi THICK WOOD STRUCTURAL PANEL SHEATHING - MIN-'hi wOOL� 1 Y��i� p d IZ H 2,J A C4°l S_�A V OvcV Lt AD� A-T t'L R 5 �' b ° RAINS coNsiRucTloN PANEL STRUCTURAL ±to V - ( tp O r, WITH 80 COMMON OR GALVANIZED BOX NAILS AT _ GS r S / � ,/ t w 3'O.C.IN FRAMING(STUDS. ' U11ClH R R 'Ta TO �j P �Nlv� GT N - --- - - BLOCKING.AND SILLS)TYP. ; ;, SHEATHING I t" D I L ( f'' A• :' (MICIING AND JAC�K4STl� f MIN.LENGTH OF PANEL PER TABLE R602.10.5 fiJJ ) �YL3 - , UMBER OF JACK 0 �` `I ! I 7.IIN,(2)74'CtAMETLR ANCHOR BOLTS ' ;; - -STUDSR602.7PER (TABLES INSTALLED PER SECTION R403.1.6 WITH 2•k2'x3he PLATE WASHER RAI�tN< 1 c ,► �RAPP� MATCH EXl3�NC1 d,'�'f',>c o'o Q` :.o'`Q c.� -vo �� Q D Gt?D c. .}- (-rtoM� T>�P a f� k �I 2 x c.►e I Cr a D�?2 i 'S (�t1( 0 4 - Xt s�N CI }}�U 5 20 o•t( , S X '7/1&;' _ PAGED WA " W J E S P 1A �'j UTi I f 'N S'I)Q LI�Y� �L�G►J V�) ,e t '(j VtiI FL OoM (� O � >�( �G l�E �x PAY W D OVER i^ONCRETE OR MASONRY BLOCK FOUNDATION II "04#, �� -M V S-T f�E -tv cb p L/ IJ � N�v -I = � sECTION R4031.6ER 1 $ ,I O ING M WOOD STRUCTURAL PANEL NAIL SOLE PLATE e1cI V I N / O7(G W Q N v YV ,, + APPLIED ACROSS SHEATHING JOINT WITH A SHEATHING TO TOP OF BAND TO JOIST PER CAPACITY OF 670 LBS M NAIL SOLE A- 1 �C FEW DOD 3/t�1 U G �! n / OR RIM JOIST TABLE Rso2.3(1) - THE VERTICAL AND PER TABLE TO JOIST Braced Wall Li Nr� Pl yWp S $t%L iK t0 PRkSS .Ta� i V � VERTICALDIRECTIQNS R6023((i3 nes and Panel Calculations as per R602 10 I V DEUL(�J LI a x g `., pNtA+ SfCl.G i a Wind Adiustment Factors used as per Table R602 10 3(2) 2 oW� I sR►Ew ova Slu,. s"L- WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST APPROVED BAND ' ( 1 " J I. r U' .J Il J : ' ! w ! OR RIM JOIST 1.00 EX osure Cate ry) J ' J i �� `' J' 1 -i `1 S� tr0 UN OAT o^) P N OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION P gory B, 1 Sto ` (WHERE-ORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 0.70(Save LO Ridge Height Ie55 than Sft) Gf�Awc. SPack �q y for- {lI`IGHo1� Bow's NEIN Xa g GoNe • -�� C.90(Wall height 8 ft) G 1.00(2 Braced Wall Lines max) N `0 V h1 DAT1 D� ��k ;.; WOOD STRUCTURAL PANEL NAIL SOLE PtJLTE �� ` .I W O, r SHEATHING TO TOP OF BAND TO.OIST PER : ATTACH SHEATHING TO .� NAIL SOLE Z r X 8 t) _� OR RIM JOIS• SAND OR RIM JOIST PLATE r0 JOIST 0.867 Averaged Adjustment Factor �� L 1 - _13_[_ TABLER602.3(1) :' _ BD COMMON NAILS AT ^� PER TABLE g �Nr-r,-G-rie r� O.C.TOPANDBOTTOM R602.3(i) .tel l /��!� 5c� �� I �� Minimum Length of Individual Braced Wall Panels as per Table R602.10.5: �f #2x 10 6I IwL f� ` APPROVED BAND WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST N M C.dN c,.'FTS.( , OR RIM JOIST Method CS-WSP:8 ft wall height adjacent to 82 tall door max=33.5 (interp.)x 0.867=29.0" OVER RAISED WOOD FLOOR-OVERLAP OPTION .(WHERE PORTAL SHEATHING LMS OVER BAND OR RIM BOARD) Method GB : 8 ft wall height=48"x 0.867=41.6" FRONT ELEVATION SECTION Method CS-PF : 8 ft wall height=16"x 0.867=14" 0 N For SI: I inch=25.4 mm, I foot=304.8 mm. Minimum Total Length of Braced Wall Panels Required Along Each Braced Wall Line as Der Table R FIGURE R602.10.6.4 602.10.3(1): METHOD CS-PF-CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION 8'JVL"A" : Method CS-PF with 13.0 ft spacing requires 3.0 ft min x 0.867=2.6 ft min � N�•� BWL"A" 1.17+1.17=3.4 x 1.5 contrib.length= 5.1 ft provided REScheck Software Version 4.6.3 B?"JL"B" : Method GB requires 48"ft min x 0.867=41.6"(3.46 ft) BWL"B" 4.0+3.83 =7.83 ft provided Compliance Certificate �- 6"'DIAMETER -� BIVL"1" : Method CS-WSP with 21.25 ft spacing requires 4.1 ft min(interpolated) FULL-HEIGHT BLOCKING CONTINUOUS RIM CONTINUOUS ALONG LENGTH BWL"1" : 2.67+2.67=5.34 ft provided OR BAND JOIST -OF BRACED WALL PANEL an ^ 1 Project Proposed Addition BWL"2" Method CS-PF with 21.25 ft spacing requires 4.1 ft(interpolated) .� .•, REFLECTIPW Rm REFLECTIVE M71Tti BWL"2" . 2.0 ft of CS-PF x 1.5=3 ft plus 3.41 ft of CS-WSP=6.41 ft Drovided P1 �'• c .wrTONcnsr gym: w Energy Code: 20151ECC PERPENDICULAR - `sJ <r Location: Mattituck, New Yor1c CULAR FRAMING n , .a u Construction Type: Single-fatmilY Fastening<':e it ? gu ements on Braced Wall Panels As Der Table R602.10.4: a,, > Project Type: Addition Bd s•O.C.ALONG ethod CS As r Table 8602.3 " < Ed s•O.C.ocALONG BRACED WALL PANEL per (3)exterior sheathing attached with 8d common nails(0.131 }1t1 3 Climate Zone: 4 {5331 HDD) BRACED WALL PANEL shank x 2.S" long)at 6"o.c.at the edge and 12"o.c.in the field. Interior gypsum board attached as per ��JJ Permit Date: - Permit Number. Table 11602.3(1)with 1 l4"galvanized roofing nails,gals.staples 15/8"long or 15/8"'screws Type W or S BRACED WALL PANEL at 7"o.c.at the edge and in the field. e Construction Site: Owner/Agent: Designer/Contractor: g BRACED WALL PANEL -. Nli 365 Bayer Rd Frank Katulak&Mary BertschMattituck,NY 11952MethodGB: Fasteners as per Table R702.3.5 at 8"o.c.at the edge and in the field for nails, 16"o.c.for = aBRACED WALL PANEL ALONG 3 16d 1ti O.C.ALONG screws. Screws to be same as above, nails to be 13 gauge 13/8" long 19/64" head,0.098"diam. 1 Y," v h BRACED WALL PANEL r•.- a: „ +' long annular-ringed, 5d coolers N N :,?_. b- ;z y�, ; g g o ers or gypsum board nails 0.086 diam.x 15/8" long9/32"head. 1/211 Compliance: 4.2%Better Than Code Maximum UA. 144 Your UA: 130 Maximum SHGC. 0.40 Your SHGC. 0.2E _ STROKE 5r The cc "m ^' i_ The%Better or Worse Than Code index reflects how dose to compliance the house is based on code tradeoff rules designation shah t►e y It IDES NOT provide an estimate of energy use or cost Native to a n*vmumtode home. or,oft',alit",'4v"or N" PERPENDICULAR FRAMING to Indicate the construction cinsstttcationofthe Envelope Assemblies strwctum wider DESIGNATION FOR STRUCTURAL section 602 of the BCNYE :--,c..; .::. _ .,.,..- s>..., FULL-HEIGHT BLOCKING COMPONENTS THAT ARE OF . CONTINUOUS RIM * w �' ( OR BAND JOIST CONTINUOUS ALONG LENGTH TRUSS TYPE CONSTRUCTION , � E � i OF BRACED WALL PANEL 1 azF+I FLOOR FRAMNG,INCLUDING ' GIRDERS ANO REAMS Ceiling 1:Flat Ceiling or Scissor Truss 274 30.0 0.0 0.035 10 2 I '�aT �(}{'1L� ROOF FIGURE 8602.10.8(1) ROOF FRAMING Ceiling 2:Cathedral Ceiling 305 30.0 0.0 0.034 10 BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRAMING I`h" R FLOOR AND ROOF FRAMING Wall 1:Wood Frame,16'o.c. 661 13.0 3.0 0.064 29 N T5. > �to CAI-CC Window 1:Wood Frame:Double Pane with Low-E 113 0.300 34 CONTINUOUS RIM ADDITIONAL FRAMING FULL41EIGHTBLOCKING -i OR END JOIST MEMBER DIRECTLY ABOVE li S or 1: las BRACED WALL PANEL gBR1ACEp ALONG F Door 0.26(J 100 0.300 30 Floor 1:All-Wood joistfTruss.Over Unconditioned Space 579 21.0 0.0 0.044 25 S 1 G PZ f 0 !� Piz o J G = Y Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 2- O R calculations submitted with the permit application.The sed building has been designed to meet the 2015 IECC requirements in ad 0 s•O.C.ALONG TOE NAIL 3-0e C 0 � REScheck Version 4.6.3 and to comply with the mandato req ent5 listed in the REScheck inspection Checklist. &f 6 O.C.ALONG BRACED WALL PANEL NAILS AT EACH 2 '� c o r c�(0 2 BRACED WALL PANEL (111 ci W iy�Y� -tfCl3 f)1 fA RA l�- 3- I Co MEMBER �G,P�{+cx S A r1fITA11 5 � ~ < <' N ( E lk CiYL.I C- M� - Name-Title Signa Date D tS�D a) ^Z BRACED WALL PANEL V y JTiG7iti ( S �-BRACED WALL PANEL BRACED WALL PANEL 3-16d C t5 O.C.ALONG (� BRACED WALL PANEL 3-164 a 16'O.C.ALONG 3-16d AT EACH ^, BRACED WALL PANEL BLOCKING SER •� 2-16d NAILS O tl r, i EACH SIDE S► ADDITIONAL FRAMING ,f CONTINUOUS RIM MEMBER DIRECTLY BELOW J•L�IGHT BLOCKEJG OR END JOIST BRACED WALL PANEL BRACED PANEL FIGURE R602.10.8(2) BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING r SS'(e iE ,411 Ap fr+k'S; IPA AiJ 014 OF NEVI DW ey= MwrJ LIAL oG3 AN M-a-s Et`t CI K.2o - otvE or izoof b ey>iD P ITGI•i TOP P Of T94M Ar ( ,G : 12 P Ir -fi C4AS VemT Tv 9J(;2- vac �xlst� 7 Foy P1U4vJA4Z WINDOW bZY00D Co D9 ## A9 tr12. T�`"'E26 oA!?-D "M.tM 2A C-OUT r1 t� I N 1L i,rmi C N 2 O t;t N.F T. D �.{LY,t .1fGt�tT MF 4 T5 P E G�S 04 A D D M O r`l M ( Z 1 aq GAS %04T /4M" �c24 B oA" -MIM 7D C-0 D6 G RVAY) • - Rh AL Dill - c ILM 5-1 �� �� I - 5(:. GA�c O� 1Lrni 0'T �<< GONG . SAD N Vr1DE�- STZP3 C`ftiiR) O�lt'I>OO(Z, `atbc�J� GObG a SOT Bur (T- $ Y NS jA lI L „ to 12O f G01APA Cl 5-ron►ti U N D GIL Z _ — -- SES P.A tvrNG Nd'ic.5 Her -rv8 f oa` S uPf�.T �' '0 H-7 , tt , ! Q \ / `�' N frl/l a F P ' 3 DAAINA4� Df s-MP M VJAI Y2.H 1 I D L a� LSF �C A I I ON �� IA)Tr O N S{t,�'� {�_ ! R I\ i L—I,,� V � + I C) ti o T TUB Ric G6ss j 0 � I y+. Z N� b um^n V-ZV� 5 E 1 a (�A81�c W C ,i 2 P IT�t•4 f`I PO LI M CO P�`n K l.o U v5Fr FAC V- -0(Jr t t 1 x 4 f1-'-1 ICU elf 8x 2 e W - - - -- -- — -- yin WJ Coll ai v h -- - "' I ' ED, Llnk of r,�xt5nnlG _ - Go P4'i v N Dzy— C-0N Cr FM PR U y ', �1CW PISA --Y_ UNDO �'P` !��c-1�c1 I�It.N��t ( ,x� NoT£ � cry t},c'�" A_1� � 2 0 - � 10--I Lr::::-vAT l nN ^ GA5 V '�J GaG� H Z C -- ---------- - �--d C EGRESS WINDOW WELL NOTES 8310.23 Th Window Wells. e horizontal area of the window well J W `v shall be not less than 9 square feet(0.9 ms) with a horizontal W J - projection and width of not less than 36 inches(914 mm).The area of the window well shall allow the emergency escape and rescue /� l� opening to be fully opened. �— —�—� - Exception:The ladder or steps required by Section 8310.2.3.1 shall L be permitted to encroach not more than 6 inches(152 mm)into the � II& C NOt",.1N required dimensions of the window well. G T 5 R310.23.I Ladder and Steps.Window wells with a vertical depth �) O _ ; greater than 44 inches(1 118 n-un)shall be equipped with a � fr�r permanently affixed ladder or steps usable with the window in the f i � t'0 T T tJ Y open n sition.Ladders or pe Po steps required by this section shall not i� A y be required to comply with Sections R311,7 and R311.8.Ladders or DEC*- C i� rungs shall have an inside width of not less than 12 inches(305 mm), a , I NiYJ — �---- i shall project not less than 3 inches(76 mm)from the wall and shall f�0 r be spaced not more than 18 inches(4 57 mm)on center vertically for the full height of the window well. M L 8310131 Drainage.Windwells shall be designed for proper - drainage by connecting to the ow buildings foundation drainage system T 1T oft' .a Mo JAyr TOP OF -� required by Section R405.1 or by an approved alternative method. OF NE> } t� ( vi I PLD aW 8O n Exception:A drainage system for window wells is not required L where the foundation is on well-drained soil or sand-gravel mixture f o)m t 0 -2 5 -�'L-- -- 1'I , ��,�• soils in accordance with the United Soil Classification System,Group I Soils,as detailed in Table R405.1. EGA-Ess DIM OP M W N JVA fx�T` F•f• �S� N oTEs P- R-�cr,�;1 0 3