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HomeMy WebLinkAbout40196-Z �o�g1lFFdl�-coG Town of Southold 2/14/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41079 Date: 2/14/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3130 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 21.4-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/8/2015 pursuant to which Building Permit No. 40196 dated 10/21/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITION AND ALTERATIONS INCLUDING GARAGE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR 1 � 1 `The certificate is issued to Thayer,April of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40196 05-04-2016 PLUMBERS CERTIFICATION DATED 02-13-2020 arles T oe t o ed Signature o�71 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40196 Date: 10/21/2015 Permission is hereby granted to: Thayer, April 3130 Rocky Point Rd East Marion, NY 11939 To: construct an addition/alteration to an existing single family dwelling as applied for. At premises located at: 3130 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 21.-4-12 Pursuant to application dated 10/8/2015 and approved by the Building Inspector. To expire on 4/21/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.80 CO -ADDITION TO DWELLING $50.00 To al: $474.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 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. /;?z I-5 New Construction: Old or Pre-existing Building: V (check one) Location of Property: �� on House No. _Street Hamlet Al2� K Owner or Owners of Property: WIQ V-1 Suffolk County Tax Map No 1000, Section Block N_ Lot j Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a& Av�, � Applicant Signature o��oF soUry®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CP P.O.Box 1179 �Q roper.riche rt(ab-town.southoId.ny.us Southold,NY 11971-0959 ®l�C.UNT` 1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Thayer Address: 3130 Rocky Point Road City: East Marion St: New York Zip: 11939 Building Permit#: 40196 Section. 21 Block- 4 Lot: 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt30A Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detector, 1- Exhaust Fan, 1- Towel Warmer. Notes: Inspector Signature: Date: May 4, 2016 z Electrical 81 Compliance Form(2).xls i SDUp�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD a FEB 1 3 2020 CER-T-IFICATION Date: Building Permit No. t (Please pr' t) { .-Plumber: (Please print) i I certify that the solder used in the water supply system contains Iess than 2/10 of 1% ; lead. ; ill�D sdlk�rs (Plumbers ature) Sworn to before me this 3 day of ! 20 Notary Public, -, .County= , TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY/��, COMMISSION EXPIRES,TUNE 30,2 - i f oF so�jyolo ` 4� coUNI'I,N 'OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION/FOU ION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:- 9 EMARKS: aJ _ . T Li DATE . INSPECTOR OF SOpj�olo _ cOUM'1,0ct� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTI N [ ] FOUN ATION 1 ST [ OUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -~ l f V DATE INSPECTOR so cou TOWN OFSOUTHOLD BUILDINGDEPT. 765-1802 N SPEC N ' f X DA OU I TIO 7 FO DATION I ST - ROUGH PLUMBING OUNDATION 2ND ].INSULATION - .T ] FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY - FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAU REMARKS: DATE - (.-�,,,'NSPECTOR sooTyolo - ���OOUMV,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION-IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [STRAPPING [ ] FINAL [ ]' FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR OF SO(/j�ol � o cOUNi`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I=NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING /STRAPPING [ _FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �'� r a DATE �' ��' �� - INSPECTOR-, r �pf son CppHry,N TOWN OF SOUTHOLD BUILDING-' DEPT. 765-1602 INSPECTIO , [ ] FOUNDATION IST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR - OF SOUryolo , • �o ' TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: AZ_ r J � DATE G INSPECTOR r 1 pF SOUly�lo �ycouMr,��' TOWN OF SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f� INSPECTOR j P _ ` 6- fes—. it ATION PEA N.Y. E-� STATE ENERGY cbi)B eff J NEW I MOO, .11 a r n r o i 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 11971LL - - - 4•sets'ofBuildingPlans ' TEL' (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey i SoutholdTown.NorthFork.net PERMIT NO. Check •'Septi'cTorm' ,i N.Y.S.D.E: '. - --- - Trustees C.O.Application I I , Flood Permit Examined i rN 20` f Single&:Separate � OCT '8. " i Ll Storm-Water Assessment Form Co( � � .. � ntact: Approved 20 ';3�GG' DEPT ^ ' Mailto: 1 •lui,iJ�.,�',I I I � Disapproved a/c // //ll �✓ Phon,., f -7' 7��Z Expiration ,20 APPLICATION FORABUILDING PERMIT' i Date j 11 `7 , 20 1 5 .', INSTRUCTIONS=- a. This application MUST be completely filled in by'tj�,j�`e�vriter or in in ar d.submitted to the Building Inspedtor with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. i b. Plot plan showing location of lot.and_-of buildings.on-premises;:relati'onship to,adjoining,premises or public streets or areas, and waterways, c. The work covered by this applicaii=rding inot,be commenced,l efore'issuance of.Building Permit: d. Upon approval of this application, Ins' ector Will issue a Buildin Permit to the a 'licantSuch a ermit P PP PP � P g PP i P shall be kept on the premises,availablle.for:inspection throughout the work, �- e.No building shall be occupied or used in whole or iri paid for any purpose what so ever until the Building Inspec[or issues a Certificate of Occupancy. - . - - f. Every building permif shall expife if the wof• authoriiid-l'as_nofdommenced within 12'months after the date of issuance or has not been co'rhpleted within 18 months from such:date."If no zoning amendments or other regulatiions affecting the property have been enacted in the iriierim,the Building Inspect6.nmay 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',B,uildifikD60,artmentfor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the town,of•S,outl old,%Suffolk Cotin1kNevit York;and other;'applicable Laws,,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for.zemoval ondemolition�as hereindescribed. The applicant agrees to comply with all applicable laws, ordinances,building;cod'e;;housing code;and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ' lot G ignature of applicant r ame,if a corporation) Pq- (Ma ling'addr'ss o applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder I I Name of owner of premises. APp_l•L K- '(Ks'on the tax roll,or.latest,deed)E. If applicant is a corporation, signature of duly authorized officer i (Name and title of corporate officer) Builders License No. 42314-14 — Plumbers License No. I, Electricians L'icense'No. j Other Trade's License No. I l - 1. Location of land on w ich propose work wi 1 be done- i2[ , House Number Streel Hamlet County Tax Map No. 1000 Section aZ f,�.c BMock:'•` "6 "' 1 Lot li7i Subdivision_ Filed Map No. Lot 2. State existing use and odeupancy of'premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. - Intended use and•occupancy a� 3. Nature of work(check which;applicable): New Building ' M Addition ✓ Alteration V/Repair Removal. Demolition Other Work 4. Estimated Cost Fee (Description) (To be paid on filing this application) 5• If dwelling, number of dwelling'units_ -Nuroer o A dwe�j!ing units on each-floor N If garage; number-of cars 6. If business, commercial or mixed:occupancy, specify nature and extent of each type of use. /`S 7. Dimensions of existing structures, if any: Front 31,4 ' Rear �/� �- Depth 215.41 Height 21 0 ° Number of Stories_____ , Dimensions of same structure with alterations or additions: Front 'Rear b0 Depth Height Number of Stories 8. Dimensions of entire new construction:.Front�..,,i, a2 '''-?d�:�4 :,f ".SRe`ar'a,. �J==� Depth 2!5-6) Height Zj D ° Number of Stories 9. Size of lot: Front 100f7` Rear {GDW)' .a:t; .Depth 2-10- 1'- 10. Date of Purchase �I� 12 •, Name of Former Qyner LW - 11. Zone or use district in which premises,dre:situate&: ' 12. Does proposed constfuction'iviiolate-anyizonin' 1 1 ;"6idiriariee'orrdgulation�•YES:. NO —�_1.3� Will lot be re-graded? YES NOWmoyed rm.ilbrpe ? YES 'NOreniss 14. Names of Owner of premises ,_ Address :Phone'No. Name of Architect Address`.. ' u,, Phone.No - . Name of Contractor hddre s- Prone No.' his property:within 100:feet of;a(tidal wetlandror-,&fz!eshVvater. ve a �*, '!NO, tl nd? . YES':.: ' * IF YES, SOUTHOLD TOWI,!TRUSTEES &,0:&G:rPERIVIITS,NIAY%B&REQUIRED.' ,. b. Is this property wit4.in',300;feet-ofa`,tidal,wetlarid2,*<YES1' * IF YES; D:B.C. PERMITS UMAY'BE REQUI"RI✓D:`° 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point oii property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and-.restrictions with respect to this property? * YES NO IF YES, PROVIDE'A COPY. j' STATE OF NEW YORK)' S: COUNTY OF S SS Y 1 l K • Ol r .being,duly,syvpT, deposes and says that(s)he is the'applicant (Name of individual sig ing contract)above.named; ` (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and,file this application; that all statements contained in this application are true to the best oftis 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 2015 , Notary Public CEY L. DWY NOTARY PUBLIC,STATE OF NEW YORK Signature of Applican NO.01 DW6306900,• QUALIFIED IN-SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20& Scott A. Russell 0/ 0,, STO]KIA�1MAXIER, SUPERVISOR Q - M[ANAGf]EMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 t� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F 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 filling 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. ❑N D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑H E. Site preparation within the one-hundred-year floodplain as depicted - -on-FIRM-Map--of-any watercourse-.- EIN 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,Agent,Contractor,Other) S.C.T.M. #: 1000 Date � Dwnct AFRIL— T NAME- (9�� 1 (Pr i Section Block Lot Lc�gnerurel e r i { )N l' •r u e Contact Information. . <..._ FOR �l;ll_D1:�G Dl:�f-�1:r��1r,�T t�.:l: c,.l, .Tdepbonr Pumbcn Reviewed By: Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit G -30 �' �� Stormwater Management Control Plan Not Required - - - - - - - - - - - - - - - - - L r ❑ Stormwater Management Control Plan i�Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 f, Town Hall Annex jig, Telephone(631)765-1802 54375 54375 Main Road P.O.Box 1179 roaer.riche rt cl'i,town sout�N nv us Southold,NY 11971-0959 roulm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD - APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: r I � Date: Company Name: �- " ( F Name: OGZ-- (' C License No.: Address: w Phone No.: 6�3 JOBSITE INFORMATION: (*Indicates required information) *Name: t 2-f *Address: ! /l *Cross Street: � a42 L *Phone No.: Z 42 U J2c. Permit No.: l ,� Tax Map District: 10Section: 1 Block:__!J_ Lot: *BRIEF DESCRIPTION OF WORK(Please Pri t Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do-you need a Temp Certificate: YES / NO Ternp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: - a PAY ME T DUE WITH APPLICATION .82-Request for Inspection Form �� �1 o�osuf�oc�-�oG Town Hall Annex �`Z_ y Telephone(631-1802 54375 Main Road 'Fax(631)734-9502 P. O. Box 1179 N = Southold, NY 11971-0959 - X01 � dao BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: D -I 5� Owner: 7 Location of Property: &kfj 6?/w� Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing FR) Signature: Name (person Vubmitting this form): �G/y Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE ; 2" MIN. REFLECTIVE ' WHITE 4 ' 1/2" STROKE _.. .. -- --- --- --- 17ESIGNATION•FORSrRUCTU-RAL - - - - - -- -- ---- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICATION SIGN COMPUMICE 1MTH 19 NYCRR PART 126&;. . cnoEs olvisloN EXAWLE TRUSS IDENTIFICATION SIGN, - DATE03/08/2005 NEW YORK STATE DEPARTMENT OF STATE fw DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION {DEPARTMENT--:6F.'STA S- .,,,,�. - .."_�� w ,�:: .. � � �i �+�' _ � - �' - , � ,..- .� u �` r� � � � . ,. �� � s . � W ri aa_. _ _ �- -r.vrrf-... .. � # ,4 i F sov . c t is *pF SO(/j�ol Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA �e Southold,NY 11971-0959 �l� a@ Cou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 2, 2016 April Thayer 3130 Rocky Point Road East Marion, New York 11939 G NOTE: Please provide pictures of the strapping the Buildi nspecto ' est on 12/28/2015. TO WHOM IT MAY CONCERN: j) 5 l5 Appl' ation for Certificate of Occupancy. (Enclosed) �'I ,f1 +V +r- �d Electrical Underwriters Certificate. �'l� A fee of$50.00. Ar 4V-4— Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/l(84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40196-Z additionlalteration SOLIIIIIRN BLVD. In PIPE C Lu r--. N 81'30'00"E 1 (1,11(J PIPE Z o CNAVEL DRIVEWAY S 6J w Iz c0� 00 Ul fv (o C) C) 5.4 CONC STOOP iv OOD FRAME do STEPS CELLAR I" cawrR. C) 'y e9.1 ' TILE $t)PS DECK RESIDENCE TILE 59.1 1.0�.4' fl, I 4.7, WOODEN '.AFTICE IVALI vi 0 6.0 W/SUPPdTT,STRUT', O LEVEL DEV' (o (J L PIPE CONC S 81*150'00"W NIF FEGGAROS & TJ-IVE-LENI�, 1�O341 ------- MON IARANTEED TO: MICHAEL DiLEO SURVEY OF AUDREY MORRISON—DiLEO DESCRIBED PROPERTY COMMONWEALTH LAND TITLE INS. CO. CITIMORTGAGE, INC. SITUATE EAST MARION, TOWN OF SOUTHOLD fARANTEES INDICATED HERE ON SHALL RUN SUFFOLK COUNTY, N.Y. IL Y TO THE'PERSON FOR WHOM THE SURVEY PREPARED, AND ON HIS BEHALF TO THE OF ILE COMPANY GOVERNMENTAL AGENCY NOING.IIVSnT(J?70N, IF LISTED HEREON, AND ' THE ASSIGNEES Or THE LENDING INST17U770N. SURVEYED FOR: MICHAEL :DiLEO IARANTEES ARE NOT TRANSFERABLE To IDITIONAL INS17TU17ONS OR SUBSEOUEMT OWNERS AUDREY MORRISON—DiLE0 1AUTHORIZED AL7ERA170M OR ADD1770M TO nits TM# 1000-021-04-012 IRVEY 15 A VIOLATION OF SEC7?Olv 7209 or E NEW YORK STATE EDUCA710M LAW PIES OFIVUR MAP NOT BEARING C LAND JUR YORTYMCBOSSED SCAL WfAtL IT BE CONSIDERED TO 8C A VALID MUC py Lo T14 -Fo 4 z p$ I -?drn.,.zy,a•..,.P:'"_. .._......,.lx`IT'iR':% A,yh,'^.'<': r. _ ?.-..f.,.'rt."h: - "^>i..?,.. . ... ..... 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N Z V X CL U co W _ N i 0 ix 'D 0 4w —E-1 h � dl k - + P f O � (- d i 4-4 L N 0CA)1 �O PLUIOSC-R C;ERTIFiBE ORE ON LEAD CONTENT NCY CERTIFICATE OF OCCUPA USED IN WATER DATE:./°_21 I� _ r . �Olcj6 SOLDER YSTEM CANNOT PLUMBING FEE c �-----� SUPPLY S �"yia r YD- NOTIFY BUILD!"" D :",= i I,- 'JT t+., EXCEED VI ®'_ ALL PLUMBING WASTE &t,"+'ATER LtidES�; �� 765-1802 8 AM 0 4 F' ;., FC>r-( T!;E .,, TESTI'yG BEFOi,c COVE'u,i+G, FOLLOWING INIS.Fc_CTIO"!`;: 1. FOUNDATION - T1^,'0 R�OU{f±.ED FOR POURED CO;,'Ci RTE 2. ROUGH - FR!-`,p'i'lNCl FLVl.',`!N!3 y -�- 3. INSULATION r 4. FINAL - C9N'STi UCTi1i,l IriU :T BE COMPLETE FOR C.C. ALL CONSTRUCT 13IN SHF,!L ! .ct:T 7A= - ( ' .s REQUIREMENTS OF THE COaES OC NrEW YORK STATE. NOT RESPONISIQLE FOR DESIGN OR CCNSTRUCTICN ERRORS. 51 oll L I I U �Ui �JI ,!CY O U IS UNLAWFUL OF IOCCUP ANCY N ;rmoY ,I� ` € TOWIN CODES rle�" Argl I_! REQUIRED �� � COPDIGdS OF fmt-- r-::T pSt�lr m4piotJ t4-f c,1Ca t'1 — f-1 L)P le M ►G>D I r IQ t L '✓ riocht4 4+ N I . 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Z`6, 0-6 . Miner CID w cry s,11.1, ciz 5L-br-K W,&u- W, J. C M6, APIZ71 L Tl+,&`T�P, Ito It vllp� 5r3o %?oc-k-Y?roD e,,, H4e(oQ NY' 1::,00 re r) coru s?eT F,- ftr(w 41 1 T HUD APD, TION 44 %Tr/ I C).(f), • NAILING SCHEDULE KLAN LUN I �N 15: GENERAL ROTES WIND FRAMING NOTES ROOF FRAMING" OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1).RIDGE-TO-RAFTER ASSEMBLY: BUILDING USE DWELLING 1-114"x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. JOINT DESCRIPTION "AIL "AIL NOTES When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT CONSTRUCTION NOTES: In each end of the collar be need not exceed the tabulated number of 8d nails In the strap. RAFTERTO 8'WALL.,3-8d COMMON EACH TOTAL SO. FT. OF CONSTRUCTION TOP PLATE 10'WALL 4-8d COMMON RAFTER TOE-NAIL 1).ThelnformWCEILING JOIST 81 WALL: EACH ationwithinthissetofconsctiondocumentsIsrelatedtobasicdesign 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA PRESCRIPTIVE AS PER N Y.S. RESIDENTIAL CONSTRUCTION CODE AND 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL Intent and framing details.They are Intended as a construction aid,not a substitute Lateral fmr dng and shear wall connections for rafter,ceiling or truss to top plate shall be InTO TOP PLATE 10'WALL 4-8d COMMON JOIST TOE-NAJL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters or trusses shall be attached late and the wall late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES State building codes.The General Contractor Is responsible for providing standard top p p p EXT. BALCONIES 60 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift eorinections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 2).The General Contractor Is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections In TORAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATI01 J S ROOF (GROUND SNOW LOAD) 45 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the (LIVE LOADS PSF) should be adhered to even IF In variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER END NAIL ROOMS (SLEEPING) 30 3).Dimensions shall take precedent over scaled drawings. 4WALL ASSEMBLY TO FOUNDATION: RIM BOARD EACH END 2-16d COMMON STAIRS 40 ). (DO NOT SCALE DRAWINGS). TO RAFTER END NAIL First wall studs shall be 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shalconnected al have a the n mrumaembedmentlof 7 inches Ie,or bottomplate concreteupl WALL FRAMING:ift GA URDRAILS ANY DIRECTION 20O responsiblllty for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 Inches in masonry block foundations,or lapped under EXPOSURE C A TAGOR Y construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION bottom ate,3 inch square washes shall be used with the anchor bolts.Anchor bolt CITY. SPACING precautlonsandprogramslnconnectlonwiththework.Therearenowarrentlesfora {� � TOP PLATE TO PER FACE NAIL ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE specific use expressed or implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of sill plate and all FOOT SEE NOTE 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. cep• TOP PLATES AT 4-16d COMMON JOINTS FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS FA.SIDE NAIL FIRE PROTECTION 6).The General Contractor is to ensure that masonry or prefebracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE SEE FLOOR PLANS or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 Inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL SMOKE & CO2 DETECTORS attactredwith 8dcommon nails at 8"o.c.atthe panel edges and 12"o.c.Inthe field,andTRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 7).The General Contractor Is to cxmsuft with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HHEADER EADER TO 16d COMMON ALONG EDGES NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE 1 16"O.C. FACE such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.In the field shag be In accordance with the length requirements specified In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken Into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type If exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL 1).The General Contractor and Mason to review plans,elevations,details and notes to Wo adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1.2 detemdne intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: Allowable sldewall lengths provided in table 3.14 shag be pennitted to be increased when 2).AN footings to rest on undisturbed(Nrgin)soil.Assumed bearing 3000psf interior shearwalls are used.Sheathing and connections shall be In accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 3).Provide 1/2 expansion Joint material between concrete slabs and abutting 4-Bd COMMON concrete or masonry wags occuring In exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Header and/or girder connections shag be attached with uplift connections in accordance BRIDGING EACH TOE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 4).An new concrete walls beim attached to existing concrete structure shall 2-8d COMMON Any 9 g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED be Installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING 2-8d COMMON EACH TOE MODERATE SLIGHT TO YES 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.l..Concrete to be 20 LBS. 120 B SEVERE 3 FT. 11 - 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL TO HEAVY MODERATE poured on 4 Inch thick sand or gravel fig with 8x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3.18d COMMON EACH TOE to be minimum 3-112 inch thick. anchored on top of the beam or slope connectors shag be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6).Crawl spaces to be provided with a minimum 18"x24 access opening.Install oneNAIL NAIL along the with the above of the buildingConnections to the ridge and wall shall be be LEDGER ST IP 3-16d COMMON EACH NACIL ROOF SHEATHING REQUIREMENTS SFOR SPACING D LOADS: 8x16 cast iron foundation vent for every 150 sq.ft._of area. JOIST ON LEDGER PER TOE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 7).Dampproofexterior atfoundation with bituminous coating asper section R406of DECK AND COVERED PORCH NOTES. 3-BdCOMMON TO BEAM JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON C 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST 3-16d COMMON PER END SEE NOTES:1(BOTH FIELD INTERIOR ZONE Sol COMMON(t�6"O.C. 8d COMMON @ 12"O.C. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stairdess steel. TO JOIST JOIST NAIL NOTE:2 FOR PANEL FIELE 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2}.Girders for deck joists to be bolted to each post with washers BAND JOIST TO: PER TOE NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON®4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 and nuts. SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored NOTES FRAMING NOTES Into conciete with a minimum 1/2"dia x 7'long anchor bolt with washers and nuts. ROOF SHEATHING: 1).AN framing techniques and methods as prescriptive design of 2001 SBC High Wind3}.Posts supporting girders shall be anchored to a 12"x12"x12'thick concrete footing. JOINT DESCRIPTION "AIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shag QTY. SPACING be 3 ft.tabu grade.Concrete piers to be used with all porches/decks with roofs or pergulas. STRUCTURAL PANEL 8d AS PER TABLE 3.8 1).For roof sheathing within 4 feet of the perimeter edge of the roof,lndudirhg 4 feet on each side of the roof peak, 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC the 4 foot perimeter edge zone attachments required shall be used. Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 2).Tabulated 12 Inch o.c.mail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 3).Floors,wags,ceilings and rafters to be spaced at 16 Inches o.c.unless noted 5).A minimum of 10 inch flashing shall be Installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL NOTES For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. otherwise. Ledger to be fastened to building with 112"dia.bolts with washers and nuts QTY. SPACING where needed. GYPSUM 7" O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter 1 truss framing members with G>0.49.For 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD COOLERS 10"O.C.FIELD framing members with 0.42<G<0.49,the Hall spacing shag be reduced to 3 inches o.c. Bearing wall headers to have(2)jack studs and(2)full length studs an each side of ail 6).Concrete piers shag be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL S H EAT H I N G: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 well 7),AN Joists to be supported with hangers and anchors.Each Joist shag also be anchored NAIL opening3 between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY SPAC NG NOBS WALL SHEATHING REQUIREMENTS FOR WIND LOADS: and blocking where applicable. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 5).AN flush beamslheaders to be Installed with heavy duty galvanized hangers and PANELS WFCM-SBC AT PANEL EDGES SUPPORTS IN THE PANEL FIELD anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 4'EDGE ZONE 8d COMMON @ 6"O,C. 8d COMMON @ 12-O.C. SEE NOTES:1,3(BOTH FIELDS) 6).Double up floor joists under walls that run parallel to the floor)oast and under bathtubs. 1).AN water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6 O.C.FIELD NOTE 2 FOR PANEL FIELD Rom to have ceramic tae installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGEri INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 on plans WALLBOARD 10 O.C.FIELD 2).verify septic system with the Engineer for Suffolk County Health Department approval FLOOR RD LATHING: NOTES 7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. provide adequate bmdng and plates to protect and secure the structure.Verify with the OTY. SPACING 8).Provide insulation baffles at cave vents between miters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall needed. HVAC SYSTEM NOTES 1"OR LESS COMMON 12"O.C.FIELD be used. 9).Unless otherwise noted,all roofs and walls to have a minimum 112"thlck,4-ply Fir 1).Medanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF G>0.49.For framing members with 0.42<G<,the nail spacings shag be reduced to 6 Inches o.c. 10).Unless otherwise noted use 314"thick T&G PTS FIr or Advantech plywood suoor 2).HVAC subcontractor Is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 3).For exterior panel skiing,galvinized box nails shall be permitted to be substituted for common Halls. bfl adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed equipment supplier. over subfloor as per manufacture's Instructions. 1).Nailing requirements are based on wall sheathing 3).HVAC subcontractor to provide final system layout drawing and submit ft to the General nailed 6"on-center at the panel edge.If wall sheathing 11).Ali bathroom walls to have 112'thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher ceilings and over furnace to have 518"thick type-x sheetrock.AN other parts of building shear capacities,nailing requirernents for structural to have regular 1/2'sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or aftemate connectors, - such as shear plates,shall be used to maintain load path. 12).Ali roof with a pitch less than 4:12 shag be Installed with an Ice&Water barrier or 1).AN electrical to be Installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected "^ torch down type material over. 2).AN electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted ' 19 i . to be reduced tot-16d nail per foot. ��' 0 K�+ 13).All sig plates and wood in contact with concrete to be pressure treated.Sill plates In 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 �� 1. C �} /! The Installed with a foam sig gasket and cop-r-tax termite shield or approved equal. of N.Y.S.Residential Construction Code. t` G� c� �•. a F� 4„�' i CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND RESIST ANT CONSTRUCTION CONNECTORS CONNECTION LOCA ION: PART NUMBER: NOTES: o RIDGE-TO-RAFI'RS LSTA24 APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER APPLY TO EACH RAFTER %° RAFTER-TO-PLATE RT15 (USE-NTH SPTH4 CONNECTOR NOTCHED RAFTER - _ 00 RAFTER PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD u o M RIDGE RIDGE 2ND. FLOOR WALL-TO-1 Sr. FLOOR W41-1- KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK STUD 0 W CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD to Lo to SHEAR WALL HOLDDOWR_ ANCHOR ADS5 APPLY TO EACH SIDEWALL END 1ST. FLOOR-UNDER-S LL PLATE MSTA36 OR RS16-R WRAP UNDER DOUBLE SILL PLATE T PPiNG USE WITH 3 SQUARE WASHERS TYPICAL RIDGE TO RAFTER STRAPPG_ _INRIDGE REAM — USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. z PROVIDE 112" SPACING . RAFTER BETWEEN THE END STUD ANCHOR BOLT-CONNECTION AND THE 2 OTHER STUDS FouNDATION S.Du.A�+oR 9CLT ci ' ! T. FOR ALLOWING ANCHOR BOtT °" SUIOPORTMVAX" RAFTER HOLDDCWN INSTALLATION CONNECT CORNER STUD SILL ATE TO FOUNDATION i TO TRANSFER SHEAR SPACEI STORY rr:oc TOP PLATE FASTEN WITH (2) 16d SILL PLATE TO FOUNDATION 2 STORIES 3r OC 41 , j TOP PLATE COMMON NAILS @ 6"O.C. � F� W .� 1-2 STOMES 67'oC WALL STUD "JSE WITH W SQUARE WASHERS j WALL STUD SIDEWALL ENDWALL (USP L13PS58 OR BP5V) ST N A TCONNECTION SHEAR WALL CORNER CONNECTION PI __ � i 2ND. FLOOR WALL STUD KING STUDS j rr- 2ND. FLOOR PLATE i CRIPPLE STUD SUBFLOOR ! WOOD JOIST RIM BOARD M HEADER BLOCKING WOOD JOIST 1ST. FLOOR TOP PLATS JACK SWDS Lu GIRDERIHEADER WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD ' M 'f TYPICAL.HtADER SNE_ i JOIST FRAMING OVER WOOD GIR[3FB� T F H WITH i D E or ' MICA MULTI-STORY CONNECTIONS r . . 1ST. FLOOR WALL STUD 1 ST. FLOOR PLATE SUBFLOOR SILL GASKET WALL STUD ;� RIM BOARD - TERMITE SHIELD WALL STUD BOTTOM PLATE BOTTOM PLATEBATHTUB - 0 OVERLAP.JOINTS SUB FLOOR DOUBLE SILL PLATE (T ) DOUBLE JOIST DOUBLE JOIST FOUNDATION WALL FOUNDATION WALL ! s' *x"M� FOUNDATION ANQUORWa— I' FO CONNECTIONS - . DOUBLE JOIST EOR UNDER A BATHT DOUBLE JOIST FOR NON-BEARING WAILS �� 11SSL FL00 T4 FRPF-A&te PA 14 r, -04 r 1 a