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HomeMy WebLinkAbout29606-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29975 Date: 01/26/04 THIS CERTIFIES. that.the building ADDITION Location of Property: 515 MOOSE TRAIL CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block Lot 48 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 23, 2003 pursuant to which Building Permit No. 29606-Z dated JULY 24, 2003 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 UNHEATED SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to KATHRYN LAGATTA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 1174.189 01/09/04 PLUMBERS CERTIFICATION DATED n N/A Au o ize Signat re Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29606 Z Date JULY 24 , 2003 Permission is hereby granted to: KATHRYN LAGATTA 515 MOOSE TRAIL CUTCHOGUE,NY 11935 for CONSTRUCTION OF AN UNHEATED SUNROOM ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 515 MOOSE TRAIL CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0004 Lot No. 048 pursuant to application dated JULY 23 , 2003 and approved by the Building Inspector to expire on JANUARY 24, 2005 . Fee $ 150 . 00 / Authorizea Signature COPY Rev. 5/8/02 . . .. _ Form No.6 ��� L `� TOWN OF SOUTHOLD JANBUILDING DEPARTMENT TOWN HALL - - _ ,z I 765-1802 �- W 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 pian 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. Aproperly 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$25.00,Additions to dw)mg$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. — r New Construction: Old or Pre-existing Building: (check one) 11�� �,, Location of Property: S �� /WOOS� /%�_1 r (/`l�G bTF/G U t< House No. Street Hamlet Owner or Owners of Property: hA7 f/1�N � d6iyt f7�(-- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: / / �?�-© Permit No. 02 96db-' Z- Date ofPermit.7" � Applicant: Health Dept.Approval: Underwriters Approval' — Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap is t Signa e Iiia m� r�rmr �r� rnnaanr�rrl@GJ�r nnr���mn g CSU BY THIS CERTIFICATE OF COMPLIANCE THE t 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 7E CSSU Upon the application of upon premises owned by S 5 CU N EAL LAGATTA N EAL LAGATTA rCj CCCS 515 MOOSE TRAIL 515 MOOSE TRAIL 5 i CUTCHOGUENY 11935 CUTCHOGUE, NY 11935 Located at 515 MOOSE TRAIL. CUTCHOGUF, NY 11935 5 Application Number: 1174189 Certificate Number. 1174189 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring,described below, located in/on the premises at: First Floor,Outside, was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below,was CSU rj found to be in compliance therewith on the 19th Day of January,2004. S Name QTY Rate Ratine Circuit Type Wiring and Devices 5 Receptacle 6 0 General Purpose .7 Switch 3 0 General Purpose CSU Fixture 2 0 Incandescent 5 5 5 5 5 5 5 seal S 1 of 1 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S i rJ�cfrJ�[lrJ�JrJ�rnrnrJ@JcJrJ�rJ�[1@1@P[i1cPc f3rJ�rlr�cP[Pr�r�rPrlrJ�r1rJ@lrJ[JGfrJ�rJ�rJ�rJ@ r-ijor IrAl TOWN OF SOUTHOLD PROPERTYMCORD CARD OWNER STREET VILLAGE DIST. ' SUB. LOT16 FORMER O NER N E ACR. �` 6� �Zi 4p S W TYPE OF BUILDING ;ES.�1 SEAS. VL. FARM COMM. CB. MICS Mkt Value LAND IMP. TOTAL DATE REMARKS ` y � Y � V 12 1.. ,,. z1�v a. _ ,f F nr ,® e+�F� ever ovo _ /ocd �Cr2a 'ryth7�-s�0 O .Sp �pdQ �/.,jo' ✓�� p. t 20v foZf��OE �lCl'a s 3 �f"tfl< tt —T ' 7 � 1Srve c� /�o� oov �lOoo s o3 a 3 4l-�, t - L4{ ate r c os 'illable FRONTAGE ON WATER ✓oodland FRONTAGE ON ROAD %3µ J 1eadowland DEPTH louse Plot BULKHEAD otaI 6 � I COLOR E TRIM lIlAfe- I — - — 3 y -- Ilk- 6 l X70 3x3f r Extensi $ 1J{ � 75 0 'l 1 s a" �J' ✓' F 73 — - Extension ti Extensio 3 9'0 / I Foundation a Bath % Dinette I Porch Basements ff Floors - K. a i Porch Ext. Walls G 5-/ «fi Interior Finish 5 , LR. I Breezeway Fire Place / f` Heat IV/.a1, t DR. Garage A X A 3 -1-e f , Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. Dormer Driveway Total ? +t` i 11 1D0 - soo6 TNF 1.01IOM pF WFL15}Np CEs5PopI5 SHOWN MERE0.Y YRE(ACM FIG. I! 111 4p 11lAOH veserewttNRs ANC ort MINA anm var<irlEu moM mXERS i II} TH ArER PLV A IJI.I C5AL SWIEM ID.-THIS INFIA H E IM YbHFCX{I " I- E ANDA 5 lG i FFC N .1Y OEpAR1'MENS G H LT GS,U . APPLICANT:__ '79 APF; W P@ I 37 AQDflESS _TEL____ �� tiUa+SUtdC CDIIF11'Y❑59LTk!Gi?t'.J.HY:LNo ' L13;r.:a Tl" Cal :a:i.Pr :mD�ffy _.I cf C::ncrel RDOKS.o Izp ., ;aL<�ices COMMONS. gSpD N 76.05,13 E" i x ArZm.i N 0 a �Ot 10 Q99 ft V-. z Aroar40;02 va i— a� m �r .1 6 +•V/; N i 1 4 0 D+ ry 7.6,, )> n 0 5� ST•G Q 14500 'dreAO^05'16 W �RA�l- ,4,96 et,za 2' V003F ol pWELG1NG NOTE. pWEGIING •=MONUMENT %,,V/S/ON MAPF/L ED IN ME OFF/CE OF THE CLERK OF SUFFOLK GOUNTYON NOB DWELLING M.1973 AS F/LE NQ E049. NEAREST WATERMA/N 5MFLES! WATER SUPPLY—PRIVATE WELLS wevt9t°rvs - YOUNG & YOUNG - OCL 5,1977 4,00 OSTRANDER AVENUE, RNERHEAO, NEIV YORK ' REN W.YOUNG HOWARD W.YOUNG ptE OF NE�Y} +ANo ess ANp .r�M,o SURVEY FORp„~:"s`�:c.No.l ., �`.".9 uc u' TwI—I'F v N DAVID D CAMPUS 14 JOSEPH/NE CAMPUS. a LDTO,/O,'L/TTLE NECK PROPERTIES." . EhIEG5♦�` aysaz'sTQ,L A,.,N Txu-.N,tHALL `"""°` AT EAST CUTCHOC E . GUANANTEFGTo ypt _ ICH/CAGO I]RE/NSURAHGE C0 L1Yp TV0.YETOWN OF " SYFUTNOLO SUFFOLK CO., N.Y. DY fwGAc�J//�� scA�F: 1•._50' �ATEJ!lNE24,/977 No'77-430 - PE - -1 Applicant/ Date. . Owners Name: Reviewed:7 Architect/ Date Engineer: ` t�Y Submitted: SCTM #: District: 1 000 Section: 1310CVJ . Lot: Project � � �/ Subdivision Location: S 1V66� CLTa-- — Name: l Single & separate Required Certification: (Yes/ a,Req* I!U/ Req . Zoning Distritt:-9�-. (Wsize: _AcwaC LfBiC7 1W coverage _10 VIr, e Rcq. �.��/ Req. !s Req. r lFront Yard(/Proposed: J (Side Yard / ✓.S Proposed_) (Rear Ya-rd�—•5 Propaied �V 4 l 1 ' Project Description: � � � AGENCY y,EERMITS Permit REQUIRED FOR REVIEW N.A.. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation299 Flood Zone: [" e Notes.: c NEW YORK STATE CODECOMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 //Wind Speed: 120MPH / Seismic Design Category:B Weathering: Severe /� Frost Depth:36" -�Ternflte:M-H Decay: S-M f Design Temp: 1 / Ice Shield Underlay:YES_ Flood Hazards: USE/OCCUPANCY CLASSIFICATION:_ HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: , DESIGN CRITERIA: ENGINEERED/PRESCRIP FULL FRAMING DESIGNELEMENTS• Y�/ HEADERS: Y/N WALL STUDS:Y/N GIRDERS: YIN CEH;ING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:YIN / DESIGN LOAD CALCULATIONS: Y/N 6, LIVE:Y/N DEAD:" SNOW:Y/N SEISMIC: Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT S%: Y/N VENT 4%: Y/N / NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N � PLUMBING RISER DIAGRAM: LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ~ ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) M-1802 B WING DEPT. SECTION [ - FOUNDATION 1ST [ ] ROUGH PLED. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING L ] FINAL- [ ] FIREPLACE A CHIMNEY REMARKS: DATEq/,;L`/7A�7INSPECT I I 765-1802 BUILDING DEPT. R INSPECTION [ ] FO N6ATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ]' INSULATION [ ] FRAMING { ] FINAL [ ] FIREPLACE A CH NEY REMARKS: i a DATE 3 INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. L l FO ATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: I G DATE INSPECTOR I 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMINGINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE ///3 /0 (-/- INSPECTOR I f ... ... .. . _...-.. FIj'LDLNSPECTIMREPORT . A COMMNYS FOUNDATION(t x ------ - `5 m FOUNDAMN(2ND) 07, Fv t� ROU($FRAAUNG& y PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE r FINAL ADDMONAL COMMENTS rt � m y z d M TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION�"HECKLIST BUILDING DtPAkT TENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plaits TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 q Survey www. northforknet/Southold/ PERMIT NO. % � Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 ®3 Contact: Approved J 20 Q3 Mail to: Disapproved a/c Phone: (0'l( �?7 $— Expiration ,20 Building Inspector LICATION FOR BUILDING PERMIT ;V, Date 20 - Frtt? INSTRUCTIONS a. Thi a on 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 showinglocation 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. (Signa e of applicant 4k3ame,if a corporation) r (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises LQ` '� (As n the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No, Other Trade's License No. L Location of land on which proposed works will be don C) c) House Number Street 66 Hamlet County Tax Map No. 1000 Section 6 Cif Block Lot , Subdivision Filed Map o. Lot (Name) s 2. State existing use and occupancy of premises and inte de d use and occi.Fancy of p;oposed construction: a. Existing use and occupancy b. Intended use and occupancy �- 3. Nature of work(check which applicable):New Building Addition *� 't" eration uu'gNj Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy;specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories l Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories l 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories I 9. Size of lot: Front Rear Depth foo 10. Date of Purchase Name of Former Owner t�Cto �G m 11. Zone or use district in which premises are situated 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---[ 14. Names of Owner of premises _c� 4 - Address)IS M Q T, l 4 -Phone No.��J ( - SVS � Name of Architect Address Phone No Name of Contractor Address Phone N� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MANY 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 OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing 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 snake 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 ,93 d of 20 N tary Public Si tuy j Applicant LYNDA M. BOHN NOTARY PUBLIC, State of New York No.01B06020932,. Qualified in Suffolk Countp, Term Expires March 8, 20.E -____---- -,-- I • ------------ - p(1w, EWA,,fe(IW -Bw'L,.fw.., wp_LTl*L__._. it41tNv '$-1r"A9Ul(S I+1D4.1e�'x5 GENERAL REQUIREMENTS , +Irvv -- MILLWORK 1 ALL WORK SHALL BE IN CONFORMANCE WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK 1 1 ALL BASE TRIM,WINDOW AND DOOR CASING SHALL MATCH EXISTING . i i - _ I �❑ e,�i � g� STATE,AND ALL OTHER APPLICABLE CODES AND REGULATIONS. . 2. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR W ITH CONDITIONS i t/' DOORS, WINDOWS, GLAZING 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. ! 1. ALL WITHINSULATED, OPERABLE D,LOWWINDOWS AS DESIGNATED,AND INSECT SCBE ANDERSEN VINYL CLAD WOOD WINDOWS Ai I - ! 1�/r�l�..= f�Alt.l�_ / WITH INSULATED,LOW'E'GLAZING AND INSECT SCREENS. A i - - 4 ALL EXISTING CONSTRUCTION AND SITE FEATURES,AS WELL AS ADJOINING PROPERTIES,SHALL BE t g I I 1A PROTECTED FROM DAMAGE DURING THE CONSTRUCTION PERIOD. ANY DAMAGE SHALL BE 2. ALL FRENCH TYPE EXTERIOR DOORS AND STATIONARY PANELS AS DESIGNATED REFER TO U - PROMPTLY REMEDIED TO THE SATISFACTION OF THE OWNER AND/OR PROPERTY OW NER(S). / ANDERSEN VINYL CLAD UNITS OR ASSEMBLIES. ALL UNITS TO HAVE INSULATED, LOW'E', I TEMPERED GLAZING,OPERABLE PANELS TO HAVE INSECT SCREENS. 5. WORK AREAS SHALL BE KEPT FREE FROM ACCUMULATION OF WASTE MATERIALS CAUSED BY THIS + 1 - Mp.vl/I �? CONSTRUCTION. UPON COMPLETION OF THE PROJECT,THE CONTRACTOR SHALL MAKE A FINAL 3. GLASS IN DOORS,SIDELIGHTS, DOOR TRANSOMS,WINDOWS WITHIN 18"OF FLOOR,LANDING OR I I�1"" CLEAN-UP TO THE SATISFACTION OF THE OWNER. TREAD ELEVATIONS, BATHTUB OR SHOWER DOORS OR ENCLOSURES SHALL BE SAFETY GLASS AND COMPLY WITH CODE SECTION R308. 6. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR AFTER FINAL ACCEPTANCE. 4. EXTERIOR DOOR UNIT SHALL BE AS MANUFACTURED BY STANLEY,STA-TRU SERIES,PREHUNG, INSULATED,STEEL WITH WEATHERSTRIPPED FRAME AND SADDLE, 7. MATERIALS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S r I'I I M 1 INSTALLATION INSTRUCTIONS. 5 SKYLIGHTS SHALL BE'THERMO-VU"VENTING UNITS,WITH INSULATED,LOW T'GLAZING. L I�, IIS ` - -I _ _ - L �( ` B. MATERIALS AN CODE CAN MUSTBE IDENTIFIED SO THAT COMPLIANCE WITH SPECIFICATIONS lµ �4 AND BUILDING CODE CAN BE DETERMINED. MOISTURE &THERMAL PROTECTION, FIRESTOPPING 1 MANNER THAT PROVIDES CONTINUITY OF INSULATION AT BY 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK AND SCHEDULING NS , 1 ,�_ - .�f ,-.1 . ----- - PRIOR UTILDING DEPARTMENT. NO HORIZATION. NO COMPLETEDK SHALL PROCEED OF WORK WITHOUT BE INSPECTED SHALL BE INSPECTOR S PLATE LINES,SILL LINES AND CORNERS. I- CTIR SS INSULATION SHALL I E INSTALLED INA ❑ ❑ '(QIQfp.7�(N____:: CONCEALED PRIOR TO THE BUILDING INSPECTOR'S AUTHORIZATION. 2. CONCEALED SPACES WITHIN WALL,PARTITION, FLOOR,STAIR,ATTIC OR CORNICE CONSTRUCTION -__-- ---_ ' • _��HJ�I-iRK'ITiA� >'$r1 __ / AND AROUND PIPE OPENINGS IN SUCH CONSTRUCTION SHALL BE FIRESTOPPED WITH 7 10. DESIGN CRITERIA(SECTION R301): ./// NONFLAMMABLE MATERIAL IN ACCORDANCE WITH CODE SECTION R602.8. OO )(,„ SF WEND ICSPEEDSIGOUND SNOW LOAD 45 PMPH 3. USE WATERPROOF MEMBRANE FLASHING OVER ALL WINDOWS AND DOORS. - PPAIN2V•I54' P-4-L ------ O SEISMIC DESIGN CATEGORY WEATHERING FOR CONCRETE 'EPE 4. EXTERIOR JOINTS AROUND WINDOWS AND EXTERIOR DOOR FRAMES,OPENINGS BETWEEN WALLS FROST LINE DEPTH 36" AND ROOF-CEILINGS AND BETWEEN WALL PANELS,OPENINGS AT PENETRATIONS OF UTILITY TERMITE DAMAGE MODERATE TO HEAVY SERVICES THROUGH WALLS,FLOORS AND ROOFS AND ALL OTHER SUCH OPENINGS IN THE ' d DECAY HT TO MODERATE BUILDING ENVELOPE SHALL BE CAULKED, GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED. j WINTER DESIGN TEMPERATURE FLOOD HAZARD 5. SIDING UNDERLAYMENT SHALL BE HOUSEWRAP,TYVEK OR EQUIVALENT. _ - :_...(�('.'�,�Nil _. 1'___ . ._.___-_-._ -_,. __-.__ Ce�alSs,rr1E•L�._-- -._ __ - .. - .. ._ . .{ C,-�a)� i4 __ _____.__ EXPOSURE 'B' -w 6. PITCHED ROOFS SHALL BE UNDERLAYED WITH WATER AND ICE SHIELD AT ALL VALLEYS AND EAVES 11 THE STRUCTURE HAS BEEN DESIGNED IN COMPLIANCE WITH LIVE LOADS AS DESIGNATED IN CODE TO A POINT 48"TOWARDS THE RIDGE. ROOFING SHALL BE FIBERGLASS,ASPHALT IMPREGNATED, SECTION R301.4 AS FOLLOWS: ROOFING SHINGLES WITH CERAMIC COATED GRANULES BEARING UNDERWRITERS LABORATORY d LABELS FOR CLASS W FIRE RESISTANCE AND WIND RESISTANCE RATINGS. .p LIVE LOAD(PSF) DEAD LOAD(PSF) TOTAL LOAD(PSF) ROOMS(OTHER THAN SLEEPING) 40 20 60 7. PROVIDE ALUMINUM GUTTERS AND LEADERS FOR THE ADDITION AND TIE INTO EXISTING GUTTERS ON THE EXISTING HOUSE. ALL LEADERS TO HAVE SPLASH BLOCKS AT GRADE. E! IK 12. THE ARCHITECT HAS NOT BEEN RETAINED FOR FIELD SUPERVISION. FINISHES I� I SITE WORK jl1 1. ALL WALLS AND CEILINGS TO BE'/:"GYPSUM WALLBOARD UNLESS OTHERWISE NOTED. 1. ALL EXCAVATED MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR WALLBOARD SHALL BE SCREWED TO FRAMING/FURRING MEMBERS,SPACING AS PER INDUSTRY J AND LEGALLY DISPOSED OF, STANDARDS. 2. PRESERVE PLANTINGS,SHRUBS AND TREES PERSUANT TO THE OWNER'S REQUEST. LAWN AREAS 0, WAL68 AND 00161NG6 SHA66 BB TAPP AND SPAQ14600 IS THRNp GOATS)AND POLISHBD AS SHALL BE RESTORED TO MATCH EXISTING CONDITIONS. REQUIRED FOR FINISHES TO BE PP� zD. 3. EXCAVATION SHALL BE TO A LEVEL ALLOWING ALL FOOTINGS TO REST UPON VIRGIN SOIL- 3. WALLS AND CEILINGS SHALL BE PRIMED AND RECEIVE TWO(2)FINISH COATS OF PAINT, BENJAMIN MINIMUM BEARING CAPACITY TO BE 2 TONS PER SQUARE FOOT. MOORE OR EQUIVALENT,COLORS AS SELECTED BY OWNER. 4. ALL BACKFILL SHALL BE COMPACTED IN 121NCHI(MAXIMUM)LIFTS. PLACE BACKFILL SO THAT STORM WATER RUN-OFF FLOWS AWAY FROM THE FOUNDATION. - PLUMBING AND HEATING (NOT USED) i I DEMOLITION 1. PROVIDE ALL TEMPORARY SHORING AND BRACING AS REQUIRED TO ADEQUATELY SUPPORT THE MECHANICAL(NOT USED) EXISTING STRUCTURE PRIOR TO THE INSTALLATNON OF NEW SUPPORTS WHERE CALLED FOR ON THE DRAWINGS, 2. DEMOLISH PORTIONS OF EXISTING ROOF STRUCTURE, EXTERIOR WALLS AND INT:RIOR PARTITIONS ELECTRIC ACCEPT WHERE NOTED TO REMAIN, REMOVE EXISTING WALL FINISHES TO FACE OF STUD WHERE DIRECTED. 1. ELECTRICAL SUPPLY AND LIGHTING SYSTEM SHALL BE INSTALLED SO AS TO PROVIDE EFFICIENT T- DISTRIBUTION AND USE OF ELECTRICAL ENERGY IN ACCORDANCE WITH CODE STANDARDS AND SPECIFICATIONS. THE MAXIMUM TOTAL VOLTAGE DROP SHALL NOT EXCEED 3%TO THE FINAL CONCRETE DISTRIBUTION PANEL WHEREVER PRACTICAL. SWITCHING SHALL BE PROVIDED FOR EACH LIGHT CIRCUIT 50 AS TO PROVIDE PARTIAL LIGHTING FOR EFFECTIVE COMPLIMENTARY USE WITH 1. CONCRETE WORK SHALL CONFORM TO THE ACI BUILDING CODE AND THE MANUAL FOR STANDARD NATURAL LIGHTING. ALL UTILIZATION EQUIPMENT SHALL HAVE A POWER FACTOR OF NOT LESS PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES(LATEST EDITIONS). THAN 85% UNDER RATED CONDITIONS. CORRECTIVE DEVICES INSTALLED FOR COMPLIANCE WITH '----- CODE SHALL BE SWITCHED WITH UTILIZATION EQUIPMENT EXCEPT WHER RESULTING IN UNSAFE - j 2. ALL CONCRETE SHALL BE 1:3:5 MIX, MINIMUM COMPRESSIVE STRENGTH TO BE 3,000 PSI WITHIN 28 CONDITIONS OR INTERRUPTING WITH INTENDED OPERATION OF EQUIPMENT. 7/ DAYS. - 2. ALL WORK SHALL MEET NATIONAL ELECTRIC CODE AND UL STANDARDS. CONTRACTOR SHALL 1'�ISL IES Y-�1 3 REINFORCEMENT BARS SHALL BE ASTM A-615, GRADE 60. SUPPLY BOARD OF UNDERWRITERS CERTIFICATE AT THE COMPLETION OF THE WORK. 4. RAT SLAB SHALL HAVE A BROOM FINISH 3. ALL WIRE SHALL BE COPPER,#1213 AND S ROMEX CABLE OR LARGER AS REQUIRED. NO REGULAR WIRING SHALL CARRY MORE THAN 1200 WATTS. MASONRY 4. ALL ELECTRICAL CONDUIT AND WIRE INSULATION SHALL BE INCOMPLIANCE WITH COMBUSTION TOXICITY STANDARDS ESTABLISHED BY THE BUILDING CODE. 1. PROVIDE CONCRETE MASONRY UNITS OF HOLLOW-CORE TYPE AT SIZE AND LOCATIONS INDICATED. 5. LIGHT FIXTURES,JUNCTION BOXES&RECEPTICLES SHALL BE,AT A MINIMUM, LOCATED AS SHOWN,4 %----------- ^---'--13-tl''F� STACK UNITS IN RUNNING BOND,USING TYPE'S'MORTAR. DO NOT USE CRACKED OR BROKEN ADDITIONAL DEVICES MAY BE REQUIRED AS DICTATED BY CODE. UNITS. PROVIDE ALUMINUM TERMITE SHIELD ATOP ALL FOUNDATION WALLS TERMINATING ABOVE GRADE. FILL ALL CELLS SOLID WITH MORTAR AT REBAR,DOWEL AND ANCHOR BOLT LOCATIONS. 6 RECESSED LIGHTS MUST BE TYPE IC RATED AND INSTALLED WITH NO PENETRATIONS,OR TYPE IC PROVIDE AND INSTALL 5/8"DIAMETER, 12"LONG ANCHOR BOLTS, 7"MINIMUM EMBEDMENT,AT 4'-0" OR NON-IC RATED INSTALLED INSIDE AN APPROPRIATE AIR-TIGHT ASSEMBLY WITH A%"CLEARANCE T MAXIMUM ON CENTER. ANCHOR BOLTS SHALL BE LOCATED 12"MAXIMUM FROM EACH END OF SILL FROM COMBUSTIBLE MATERIALS AND 3"CLEARANCE FROM INSULATION. SECTION. 'I 4 7. ALL WIRING DEVICES TO BE LUTRON. "o-L tt WOOD 1 'i LidE X(/ COMPLY WITH ALL CODES OF 1. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR,WHITE FIR,OR SOUTHERN PINE, MINIMUM LU(b ZONE NEW YORK STATE & TOWN CODES BENDING STRESS 1200 PSI,GRADE 2 OR BETTER,SURFACED FOUR SIDES(S4S), ;OMPLY WITH CHAPTER"46" AS REQUIRED AND CONDITIONS OF 2. HEADERS SHALL BE SIZED AS FOLLOWS: -LOOD DAMAGE PREVENTION epUDTUWN Z6p ---UNXGAylsf --- -- - --- - _ l'-3"to 2-5"CLEAR OPENING -PROVIDE 2-2x4 HEADER )I JTHOLD TOWN CODE. fi♦,.A,� /,�N\ - N ,��� ( + It - _- - 2'-6"to 4'-5"CLEAR OPENING -PROVIDE 2-2x6,HEADER - SUUIHOLDTOWN PLI'NNINUBOARD -y. __ _ 46"to 6'-5"CLEAR OPENING -PROVIDE 2-2XBHEADER ALL CONSTRUCTION SHALL SDUTNDIDTOWNTAUSTEES -7 - _ _ _ 6'6"and up CLEAR OPENING -SEE DRAWINGS FOR HEADER SIZE MEET THE CONSTREQUIRUCTION S AL THE N.Y.S.DEC - I - 3. WHERE JOIST HANGERS AND OTHER STEEL FRAMING MEMBER CARRIERS/CONNECTORS ARE CODES OF NEW YORK STATE. UTILIZED,FASTENERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER TC INSURE I - - SUFFICIENT SHEAR AND WITHDRAWAL CAPACITIES. 5. ALL LUMBER FOR FIRST FLOOR SILL PLATES BE 0.40 CCA PRESSURE TREATED PROVIDE BRIDGING CERTIFICATION OF P, p� � NOTED ED AP AS b SIZE AND SPACE BEAMS,JOISTS, RAFTERS,POSTS,STUDS, ETC.AS DATE: B.P.• - ---- • -- - -- --- - -- 8'-0"ON CENTER MAXIMUM FOR ALL JOISTS AND R:AFTERS PROVIDE BRACING ATAgIDPONTOFA NAILI NAILING I /�� � � STUDS. DO NOT INSTALL ANY MEMBERS WITH CHECKS,KNOTS,EXCESSIVE BOWING,OR OTHER ALL = ONS FEE: /�- J..�a�' . I J DEFECTS WHICH AF HEQUIR(:D. FELT THEIR STRUCTURAL INTEGRITY. NOTIFYBUILDING DEPARTMENT AT 765-1802 SAM TO 4 PM 6. PLYWOOD SHALL COMPLY WITH PRODUCT STANDARD P1 "SOFTWOOD PLYWOOD,CONSTRUCTION FOLLOWING INSPECTIONS �R THE - ------- , \ AND INDUSTRIAL"AND SHALL BE IDENTIFIED BY APA GRADE TRADEMARK"APA A- EXT' N -- - - ?W0 �'�� 'r 1. FOUNDATION - TWO REQUIRED - - --------- - -_---- ' - I 7 ALL SUBFLOORING SHALL BE GLUED AND SCREWED TO FRAMING MEMBERS FASTEN ALL COMPONENTS OCCUPANCY F INSULATION FOR POURED CONCRETE - - - _ • ---- FAST A N Q*op 4) 2. ROUGH - FRAMING A PLUMBING OTHER _ e. SEE DRAWINGS FOR TYPICAL FRAMING CONDITIONS,AND FOR UPLIFT AND SHEAR CONNECTORS. ',��TE IS UNLAWFUL Po�a!�_OF1QI•%'_�y `kiAu,i�S (L ? VL - (b 1LfA Y 1 I rat rnA2 FSAuTIIKi�d ST c�yr - -- - ---- -- - - VITHO UT CERTIFICATE �• FINAL • CONSTRUCTION MU �- BE COMPLETE FOR C.O. UNDERWRITERS CERTIFICATE ALL CONSTRUCTION SHALL MEET THE REQUIRED _ I \ REV. DATE DESCRIPTIONPtr yA V1 GPI jV ADDITIONS and ALTERATIONS to the spa - LAGATTA RESIDENCE ` NEAL & KATHRYN LAGATTA ` ,5417• ¢~ 515 MOOSE TRAIL, SOUTHOLD. NEW YORK 11935 ST`cR ARCH\'`.. THOMAS C. PIEKUTOWSKI A R C H 1 T E C T 159 fourteenth avenue-sea cliff,n. . 11579 516-676-5742 DATE: JULY 9,2003 SCALE: AS NOTED OF TIQeI_ _=- WINfo_ -- Mafr�l=dC -s42��FF�IA-�aARDs� -�1-lGF�T t - — H I _ f(Kd( 51AlW�RAIWN�tS / \ LD El AIG Mk�AtifZA1l:NG W� -- _-� � - MAT �G1h�InY,� \ . -- SID_ItY�.-lam MATEY{-+p3tL`lI1tY�- — [--- �14A9E1�. 171 __ � I I I I i , I �fl�r'vra�lAaoW+�� r , �" � • -.'.I j"J�=— -- AWAMWUM aWftVov �Avew* "C✓?�AS }�:o r�.-fa v 1� M�C(rr-tr4 t ��I G. .. . . __. - V, =T��VJ:.UJItJ�ti! I Imo/ — _ 12 — 5v� — LIP Owe \ OfI9f•� I I �— . ' .�-- -77 -._ � _f_nTQ1GL�.�.I�U��1,�� WAL�✓___ I I t- -�, / I I I- -I- -� I PI Mf w REV. DATE L–I-•---- L g Pg br .p DESCRIPTION ADDITIONS and ALTERATIONS to the - --' — - — —---- — --- — - -------- GATTA � Gh RESIDENCE a - TI rFReD AR�N�� NEAL & KATHRYN LAGATTA 1AUM1� AM GIAt5 MOOSE TRAIL, SOUTHOLD, NEW YORK 11935 UTOWSKI THOMAS C. PIEK oJ- ��/.h�P.���u�1��Yti�t7AIN>�r3— 66 owlaz r- - M xl 2 - ' -OOT:2ti'1Nty •j - _q2E� VAITI FT9, 0 .N -- i ALIGN -WL�}l l=1N� =--- - — -_ ,/- �• T-r - - - - 11�0.�='�Er=-a�rnJa �nAy�Se+ __ pwMcu•�V1 - --- —1'--- I I � cqr ��ac aiP_ I - -- ter• o Aw sIpNz, - -_�Y[� — Au. ft Sl r�"u X11_ #{Ihta A�-- �i� �l�ro ro xt Put —I - � Mo _�xl5r• un nY WWR-w J= / V.0-ILA j. _ = WA'- - - — --..=—��rnln� IdTI �hIl1�Y�" - , - -- - - 'ti,. •. ----- ----- _-- -�:s�ol'WAuG:b�O.'o�-,-I��i� . _ . . "- ..� . ,....o o.. ...v 1, }. r 05."6 '=10/4C -+mk` IJ�Ia -LIQ EI NIAu 11�Fr�1 1Z .� A :: .7• ✓P/�.l'nro,-IrrM�a'i�6l--l�A+k.-R tau---- _ ---- •• ` IT - /1.-lv i _ 4Q 4 FL TYflf fa -V-?r--`rA ILs - G 9✓GOWING 4-n-- 4 T:C''L I N� ? CAIN TN W\I 4oF 4 F&z.� -re)PoAlL, F-zmI.1oArno,J 9( Fi4m\N-a '°WWL.B Uw-1-tPT AQO AA1eAv, G01�s✓1s ro� Vftvtt7T An1c> -5NtEAY+ �oNtl��TlaJS t OF Nc — y4P' yg.PltkGl �O REV. DATE DESCRIPTION r I ADDITIONS and ALTERATIONS to the LAGATTA RESIDENCE YTFRry ~ED ARCN\��6 NEAL & KATHRYN LAGATTA 515 MOOSE TRAIL, SOUTHOLD, NEW YORK 11935 THOMAS C. PIEKUTOWSKI M ­1A R C H u I 'I FASTENING SCHEDULE CONNECTION FASTENING0.m LOCATION 25.2"planks 16d cnmmOn ateachbearing . _ FNrf.I L'1" I✓ ' _- 3-Rd cummon - common - lydt�L$'1AAIL• ' 1.Joist to sill or girder 3-3"x0.131"nail 26.Collar de to rafter 433"ad0.13 "and I 3-3" 14 gage staple oar enm P�) toenail 5/8"ANCHOR BOLT us,4t dx'44-U, A6) - _ � - �.a{ I 2x6 SILL PLATE BOND REINFORCING 2.Bridging tojorst 2-3"8x 0.131"nail 34331 dOco3phn�a na �PCMI r�. I�Ct'�JZA V/1 __ BEAM 2-3" 14 Rego staple na en Jack t 4-3" 14 ae,t toenail 2 MIN.COVER ac er p g8 n X11/ ' tae ale 27 to it ach d le 3.1"x6"subfloor or less to each'oist 2-Sd common face nail ._ .._ ; _. . . .�: 1 mm ,� 2.lfid common ^. . ... _ _ ::: ::_ :. "subfloor to each joist 4.Wider lM1an 1x 6 3-Rd common face nail 3-3"x0.131nm' l ns I -E6"MIN EMBEDMENT 5.2"subfloor to joist or girder 2-16d common blind and face nail 3-3"14 gage ample faceit WALL c. 25"MIN l6d at 16"c.c. 2-16d common tI) GROUTEDCELL SPLICELENGTH 6.Sole plata lojoist or blocking 3"x 0.131"nail ate"o.c, i 3-3"x 0.131°nail Instant 3"14 gage staple at 12"ex. typical face nail 'I 3-3"14 gage staple 28.Roof rafter to 2-by ridge heam .L FOOTING L- Sole plate tojoist or blocking at braced 3- l6d at 16" 2- 16d.ammo, wall panel 3"x 0.131"nail at 16' braced wall panels 3-3"x 0.131"nail STANDARD HOOK�Id) 14 gage staple per 16 14gagestaple face nail 3" " 29.Joist to band joist 333"1 common 2-l6d common _ 7.Tap plain to stud 3-3"14 gage staple J 5 3 xgagj"nPe 1 c_ 13 1" all end nail aii facenail • 5-3"14 aesle ! 4-8d common 3-16d common 4-3"x 0.131"net] toenail 30.Ledger strip 4- ".0.131-nail 8.Stud to sole plem 3-3"14 gage staple 1 4 14gagessmple face nail ----_ I _ - 2-16d common /d"and less 3 bd°•1 31.Waddistruchral panels andpardoleboard:e 3-3"x0.131"rail s DETAIL 6 subfloor,roof and wall sheathing(m framing) 2 x0.113"nail" DETAIL 1 3-3'14 gage end nod s • 1 /4"16 gage° 16d at 24"a.c. ' _ 9.Double smds 3"x0,131"nail at 8"o.c. 11"i,to s/a' 231"gain 6d` 3"14 gage ample at 8"o.c, linseed 2 s/g"x 0.113"neilP 16d at 16"ex. 2" 16 gages - - 10.Double lap plates 3"x 0.131"nail at 12"o.c' •-- typical face nail r7/al,'to l" little gstaple 14a"ml '/(' !Od a or did- 71-0 8-l6d common a/o'and less 6d` IaPsplice Single Floor(combination subfloor-underlaymen[ Bd`Doubletopplates 2e3Ito framing) 71,11to 12-3'146egsmPe[YPiel facenail ! 11/"to 11/" IOd°or 8d° a4 3-ed common ' cy(Ay')y/$g�41(�tj'j -(� 7Q1��-p-•^�r'- I 11.Blocking between joists or rafters m tap plate 3-3"x0.131"nail 4s"or less 6dr t toenail 32.Panel siding(to frunm8) MIA} �✓� �� ? TE 3-3" l4 gage staple s/s" ads r Rd at 6"(152 mm)o.c. No.11 gage I 12.1dmjohdtotopplam 3"x0.131"nail at 6"o.c. toenail i. I/2" mating noilh = I 3" 14 gage staple at 6"o.c. �I 2-16d common 13.Top plates,laps and intersections 3-3"x 0,131"red 6d common nail 3-3" 14 gage staple face nail a 33.Fiberboard sheathinga "62' No.16 gage staple L I4.Continuous header, pieces 16d common qedge along edge roofing nag[P' 3-8d common jg&AGB { L4* LAJfIV h�---- 15,Coilingjoiststa plate 5-3"x0.131"nail Bdcommonnuil K414,-�r-r_i - a � Fll3�T�" 5-3"14 gage staple No.l6 gage satirist > 104 16 arae elder 10stu4-8d common 34.interior paneling etmmon mum, aurtWonp 4-Yx0131"nail leu/ - e ectio =� (S eS ' ,2308104.1 Table 2308104.1) - 4 3"14 gage staple For Sh!tech 25,4 mm. HOLDDOWN'INSTALLATION AT SHEARWALLS AND OPENINGS jpAL v.Common or box nuts me reacted to be used except whem.thenshe salted. -'- 18.Celiingjoism to parallel rafmrs 3.16depmmonmmimum,Table2308.10.4.1 b.Neils spaced at Bjnches on eemeraaedges,12 inches atbumnedimesuppors except 6 inches m supports where space=48 inches or moe.Fornalling 4-3"x 0.131"nail of wood stmctuml panel and ponjcleboard diaphragms and shear wails,referto Section 2305.Nails for wall sheathing ae permitted to be common,box (See Secfion2308.10.4.1,Table 2308.10.4.1) 4.3"14 gage ample face Ball crossing. DETAIL 2 DETAIL 7 Common or deformed shank. 19.Rafter m plate 3-8d common d.Common. 3-3"x 0.131"nail e.Deformed shank, _ (See Section 2308.10.1,Table 2308.10.1) 3-3" l4 gage staple toenail -- -----_ - - - - ECosersimr-nousalntsidtngor casing non. 2-8d common g,Fasteners spaced 3 inches an--in,art ode hwed,es and 6 inches on center at intermedmm suppons. 20.I"diagonal brace to each stud and plate 2-3"x 0.131"nail face nail h.Onereiommsimuol roofing Roils with 7/14-inch diameter head and Ir/,inch length for I/3-inch sheaths,vad 13/4dnch length for 25/3a mash sheathing. tDIA°��2.LtJ4 us" _ 2-3" 14 gage staple face it 1 1. Canosion-resismnt staples with nominal 3/14-inch crown and 1 1/grinch length for Y2-inch sheathing and 1 11rinch length for 3/3r-inch slanting. Bes%,I!1d1Nr EM9glaAai07. 1Q"SPACING S 21.1"x 8"sheathing to each bearingfac wall 2-So common e nail Panel supports at 16 inches(20 inches ifshength axis in the long direction of the panel,unless otherwise marked). ".,ro lw. Dix rUmar- ALLOWS ENDWALL 22.Wider than l"x 8"sheathing to each bearing well 3-Rd common face nail I I. Casing or finish nails spaced 6 inches on panel edges,12 inches at intermediate suppons. E: JF Pl,nTE 6FA2>'3T 11- HOLDDOL^1N 16d common 24"0.0. k.Panel mppods x124 inches.Casing arfinlsh..its apviced6inches onpand edges,12 of inarmedinlesuppans. j A3.0"PG bvO CONCRETE OR INSTALLATION . CORNER STUD 23.Built-up comer studs 3"x0.131"nail Ifi"o.a. ,_ {. Former sheathing applications.8d nails aethe minimum requlred for wood structural panels. CMUeONDSEAM '� CONNECTED TO m.Smples shall have a minimum crown width of 7/16 inch. TRANSFER SHEAR 3"14 gage staple 16'o.c' I n.Formofsheating applications,feschers spared 4inches oncenterat edges,8 irelesat unemendiale rapports. It HOLDOOWN - O • 1-2-16d COMMON I 20d common 32"o.c. o.Fasteners spaced 4 inches on center at edges,8 inches at Intermediate supports for cobbler and well sheathing and 3 inches omcenter an edges,6 inches JJJIII--- NAILS MINIMUM 6'0.0. 3"x0.131"nail at 24"o.c'�. face nP ail at to and bottom O mjmsers speerappods on cents,sheathing. II @B'-O-o.cw/6R0UTED CELL 3"14 gage staple at 24"0.6, staggered on opposite sides I p.Fasteners spaced 4 inches on camas o[edges,a inches n intermediate. p5FO0TNG OOWELIN' ® ?4.Built-up girder and beams 26"MIN.wf WALL 2-20d common PEINFORCEMENT I� STANDARD HOOK IDtt, t [, 3-3'x0.13!"nail face nail at ends and at each I i 3-3" 14 gage smple Splice rya 4' .I r[ pro - , . _ ..... SINGLE HOLDDO-WN AT CORNERS _ DETAIL 3 DETAIL 8 ed NAILS®4be. ROOF FRAMING--,,, DOUBLETOP PLA 12" RAFrERrtauss NAILS BABEp ON CRIPPLE STUDS TYPICAL s HEADER CONNECTORS fiQ41BIJSYL�vut{BPtdI+B REQUIRED SHEATHING A A 9� e re HEADER STDDS FULL LENGTH NO CEIUM'G PV✓dlgk-2+rN4t5.ICr } - WALL STUDS -_.-__..._._-_ - DOPHRACOM CENTERaBLOCKNG q�,rf REDUIREfA N SHE0311ING JOINT rizod boirr W0O0!WOODEMRIJOT U1 PnELS BUILDING ------------ _ MAT GALEFACEANDONWkU_BELOW -I�-�fl -R'-IT'- I a4s1n LENGTH BLOCKING Q48-o.c MAX. II -"NO UPUFT II -��-�a•r'^��1�t _+' � ATEACIN TTWOFHAMING SPACES __ ,,-,- ,. AT EACH FND 11 CONNECTOR II --MAW kwlp� - II REQUIRED 11 II 11 11 II -'- - -' '---'-'"'""- ROOF SHEATHING LAYOUT II II 11 11 11 AND ENDWALL ROOF BRACING All 11 It I IIA GABLE ENDWALL. !BALLOON FRAMING = TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS DETAIL 9 DETAIL 11 DETAIL-4 4'4r MIN. 5' S NUMBEROF FASTENERS _ - 2-Va"91A•0IAsM F hPu1t8 _ I' © 0 ._. FLOORFRAMING __ I It O.G: •,,,�:...,: :,e.r.) 01 0 ,p I pp _ ._I-2. (y,m-lzrwkaetaTer pAiJEI1+AI?+"s)Alb - . . .. _ " I. -_1 -QEmt. P1WL�7Lg4t+1/ I�t3tf.F3(iT' F I Q RIDGE - _-(d�O G_, JlaU$ r.V.�1•IlL'lGMFi�!)R'FANILAS - I �y JOISTFLOO ,._Q...P24C_.I�t i..*TC13D_IIAItfwU' JOIST s` I Q __-------- r I __-_____ w I ROOF EDGE; _ "j:i 0,G,:��{A$S$t{l3T9 M1-•PATB`11 , OF I'�1'Ew REV. DATE O L__O ,ii a 4th'\ (D I ._.._..-... 4� G.PIc h �ESCR1PT10N ______J N4 © O O © -'- .-- ADDITIONS and ALTERATIONS to the FFNu`oEmPl"HG { ,, §'''' LAGATTA RESIDENCE OFJOIST , t BLOCKING®4Wox.MAX.IN FIRSTTWO FRAMING SPACES ROOF SHEATHING NAILING ZONES I, D 015 ��~ NEAL & KATHRYN LAGATTA ATEacHEND �l TFRED ARON\� 515 MOOSE TRAIL, SOUTHOLD, NEW YORK 11935 THOMAS C. PIEKUTOWSKI t FLOOR BRACING AT ENDWALLS _ TOP PLATE SPLICE FASTENING REQUIREMENTS _. - - „_ . . .---- . ----- 59 fourteenth avenue sea �.y_.. .... ., _. .. - - .. .-DETAIV12 ._..-___ ,_.. ._. _. .___ ..__ - _.. _- - Hllff,n.v. 1579 E 616-fi7B-5712 A DETAIL 10 _ ..__. _ __ -_. _ . - � c DETAIL 5 _ - : .. . _._. .. _ .