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HomeMy WebLinkAbout31514-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31941 THIS CERTIFIES that the building ACCESSORY GARAGE Date: 10/23/06 Location of Property: 1550 PECONIC LA SOUTH/PEC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 75 Block 1 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 6, 2005 pursuant to which Building Permit No. 31514-Z dated OCTOBER 10, 2005 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 ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to RINALDO BABARCICH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ PLUMBERS CERTIFICATION DATED Rev. 1/81 107119C 06/29/06 Authorized Signature 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. 31514 Z Date OCTOBER 10, 2005 Permission is hereby granted to: RINALDO BABARCICH 22355 CR 48 CUTCHOGUE,NY 11935 for : CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 1550 PECONIC LA SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0001 Lot No. 011 pursuant to application dated OCTOBER 6, 2005 and approved by the Building Inspector to expire on MAY 10, 2007. Fee $ 1,002.90 Rev. 5/8/02 ORIGINAL ,t Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 t APPLICATION FOR CERTIFICATE OF OCCUPANCY R1L 7 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. {or 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 I. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $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, Corrunercial $15.00 Date. New Construction: _ Old or Pre-existing Building: (check one) Location of Property: ses( ? House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block � Lot _ Subdivision CLQ Filed Ma 4_ Permit No, 5K I L{ _27-- Date of Permit._'d-0- j�X,j Health Dept. Approval: N AC Underwr Planning Board Approval: NA Request for: Temporary Certificate _ Final Certifi Fee Submitted: $ ��J, 10 �120� Cax3lgyt F. Lot: N % Applicant: K / / �� � �/, tern Approval: - Y"�L&A 1 Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 6/29/2006 375 Dunton Avenue 107119C East Patchogue, New York 11772 (631) 286-6642 Issued To: Mr. Ron Barbarcich Street: 1550 Peconic Lane Village: Peconic Zip: 11958 Town: Southold Section: 75 Block: 01 Lot: 11 Contractor: Cell Electric Lighting (L) Lic. # 1022-E Was examined and found to be in compliance with the National Electrical Code. CXR Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub ❑ Residential ❑ Det. Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI 6 10 1 Dishwasher Washer/Amps Dryer/Amps Oven Furnace Oil Gas Circulators Meter Amps Phase UG/OH Jacuzzi 1 200 1 X / Bldg. Permit: umei Heaters A/C Fans RangeyAmps Microwaves Smoke Detector Bell Transformer Television CO Detector Hugo S. Surdi President Rough Inspection: 06/06/2006 Inspector: Dennis Brandi Final Inspection: 06/28/2006 Inspector: Dennis Brandi This certificate must not be altered in any manner. Inspectors may be identified by their credentials. September 1, 2006 Town of Southold Building Dept. Southold, NY RE: Ron Barbarcich 48'w x 13'h x 80'1 Garage Peconec, NY MBI #128-0762 Dear Sirs: c. I am writing to confirm and advise that the wall framing and insulation were observed to have been installed in accordance to my plans dated 09-23-2005. Yours truly, Allied Design A & E Group, PC. +' OF 145IV L i � '••°syr I � � Ronald L. Sutton, � &W _ President ,.` e June 12, 2006 Town of Southold Building Dept. Southold, NY RE: Ron Babarcich 48'w x 13'h w 80'1 Garage Peconec, NY MBI #128-0762 Dear Sirs: C. 29 Please find the enclosed truss design for the truss that was used for this job. I am also writing to confirm and advise that the footings and foundation were observed to have been installed in accordance to my plans dated 09/23/05 including the following: 1.) Footings were placed 4'l 0" below grade and were drilled the diameter specified on the plans. 2.) 11/4" x 11/4" x 14'Ga column stilts were attached to each column corner with (3) 0.148" dia. x 2" stainless nails. 3.) Concrete for each footing was placed in accordance with the plans. Yours truly, Allied Design A & E Group, PC Ronald _ %` S •�Arp Z. •-4 Truss Design Load - 354 plf Req'd Truss Load psf otZS OC. = 240 plf LOADS TCLL ;ZGPsf Load duration factor = 1.15 TCDL 4- psf LCDL Q psf MEMBER FORCE TABLE Member Forces Member Stresses TRUSS PLATE DATA - TPI Bending Axial Bending Axial 20 GA. 18 GA. Member CSI Cin - lbs) (lbs) (psi) (psi) Design Value 99 psi 108 psi TC1 . 751 16599. -18062. 524. 6 -1070. 4 Tensile Value 421 pti 551 p l i TC2 . 815 21869. -17708. 691. 2 -1049. 3 Shear Value 294 pti 386 p(i TC3 . 773 11001. -16494. 347, 7 -977. 4 TC4 706 11712. -13941. 370. 1 -826. 1 LCI 943 19527. 17096, 645. 5 1036. 1 LC2 915 19527. 1'6362, 645. 5 991.6 LC3 646 6400. 14381, 211.6 871.6 LC4 465 560. 11920, 18. 5 722. 4 1600 PI. W 1 129 0. -978. . 0 -186. 2 18 co. W2 854 0. -2207. 0 -420. 3 liz^ W3 557 0. -3633. 0 -440. 4 TC4 W4 099 0. 628, .x`44. 119. 7 W5 402 0. 2551.+,p F yF-ICtly� 485. 9 W6 .442 0. 3774$, r& . • e0. ' 57. 2 PI. TO / 610 �y Zr��o wfi 112- 2.4 z' 3 * . p 2v4 Tee 1105 PL C2 N w5 12 W33P51.TC1 20.9 PL 18 Ca.16A8 PI. 18 Co. �1601 PI. -13x8 PI. 18 Co. 9.3"18 W. 1005 PI. 9e9 PI. 6x9 PI. -�Lurer 15-1/2.oLC4 TC3 LC2 Cltora LCI �O CAMBER AT CERIERURE 3'6-3/8" g'5-3/8" 15'4-3/i6" I \ ,_,/2 J �� \ a n � n 23'10-1/2" 1 C IC nwl I1����G 1 Ci� Truss Reaction: 8370, 625 lbs. OL ^^ 'Z 0'1`°z Morton Buildings LUMBER SPECIFICATIONS Top Chord (3,4) 2X12 SYP NO. 1 KD19 1. 7E6 Top Chord (1,2) 2X12 SYP MSR 1950 1. 5E6 Lower Chord (1) 2X6/2X6 SYP MSR 1950 1.5E6 Web ( 1, 2, 4, 5) 2X4 SYP NO. 1 KD19 1. 7E6 Web (3,6) 2X6 SYP NO. 1 KD19 1. 7E6 Truss Design Load - 354 plf Req'd Truss Load psf otZS OC. = 240 plf LOADS TCLL ;ZGPsf Load duration factor = 1.15 TCDL 4- psf LCDL Q psf MEMBER FORCE TABLE Member Forces Member Stresses TRUSS PLATE DATA - TPI Bending Axial Bending Axial 20 GA. 18 GA. Member CSI Cin - lbs) (lbs) (psi) (psi) Design Value 99 psi 108 psi TC1 . 751 16599. -18062. 524. 6 -1070. 4 Tensile Value 421 pti 551 p l i TC2 . 815 21869. -17708. 691. 2 -1049. 3 Shear Value 294 pti 386 p(i TC3 . 773 11001. -16494. 347, 7 -977. 4 TC4 706 11712. -13941. 370. 1 -826. 1 LCI 943 19527. 17096, 645. 5 1036. 1 LC2 915 19527. 1'6362, 645. 5 991.6 LC3 646 6400. 14381, 211.6 871.6 LC4 465 560. 11920, 18. 5 722. 4 1600 PI. W 1 129 0. -978. . 0 -186. 2 18 co. W2 854 0. -2207. 0 -420. 3 liz^ W3 557 0. -3633. 0 -440. 4 TC4 W4 099 0. 628, .x`44. 119. 7 W5 402 0. 2551.+,p F yF-ICtly� 485. 9 W6 .442 0. 3774$, r& . • e0. ' 57. 2 PI. TO / 610 �y Zr��o wfi 112- 2.4 z' 3 * . p 2v4 Tee 1105 PL C2 N w5 12 W33P51.TC1 20.9 PL 18 Ca.16A8 PI. 18 Co. �1601 PI. -13x8 PI. 18 Co. 9.3"18 W. 1005 PI. 9e9 PI. 6x9 PI. -�Lurer 15-1/2.oLC4 TC3 LC2 Cltora LCI �O CAMBER AT CERIERURE 3'6-3/8" g'5-3/8" 15'4-3/i6" I \ ,_,/2 J �� \ a n � n 23'10-1/2" 1 C IC nwl I1����G 1 Ci� Truss Reaction: 8370, 625 lbs. OL ^^ 'Z 0'1`°z Morton Buildings 3151+ 7 - TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FRAMING/ STRAPPING FINAL A ; [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /0-p,-4 .� DATE INSPECTOR 3/si'( 7-, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING XFINAL -�4C-� I [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION BM . KA iw. 1 C -L . FA DATE ���/� INSPECTOR �' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ 7NDATION 2ND [ ] IN ATION [ MING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE r, 0 INSPECTOR FOUNDATION (2ND) ROUGH FRAMING PLUMBING INSULATION STATE ENERGY CODE• 1 / Y. 1 1 �. ,1`w/ISI['/i' r - Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 April 28, 2006 ho��pf SOUIyo� ��y00UNT1,�` 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD Ron Barbarcich c/o Eastland Realty 22355 Cox Lane Unit 44 Cutchogue, NY 11935 To Whom It May Concern: Fax(631)765-9502 Telephone (631) 765-1802 It has come to our attention that you have offered for rent, an accessory building at 1550 Peconic Lane, Peconic, NY, SCTM#75-1-11, (the subject of building permit #31514Z), for "storage" purposes. As I had expressed in our conversation earlier today, you are only allowed to use this structure for your personal non-commercial use. Any other use will be considered a violation of town code and will result in further action from this office. If you have any s, please feel free to contact this office at (631) 765-1802, between the sof 8:0 a.m. and 4:00 p.m. ectfu ly Y rs, Damon Petd Ral , Permit Examiner CC: File, Town Attorney, Code Enforcement TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Disapproved BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plan Planning Board approval Survey PERMIT NO.3/5iy z5�z Check Septic Form N.Y.S.D.E.C. 20 20� Trustees Contact: Mail to: Phone: ;xpiration Q , 20� Buildin I spec r�T B 2n J APPLICATION FOR BUILDING PERMIT T o Date 1 b - ( 200' INSTRUCTIONS 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 sAl 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 So -.ahold, 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. Z. // z or name, if a corporation) (�L � ��JC L&I Vlly # q (Mailing address of applicant) G�ri� D QC_ kl L4 a State whether applicant is owner, less agent hitect, engineer, general contractor, a ectrician, plumber or builder b4k,�_" Name of owner of premises VC4 F:�a6weJ__(- (As on the tax roll or latest deed) If applicant isa`ioratio ,.sigtsatttre of duly authorized officer title of corrppov4te officer) Builders License No. Plumbers License No. Electricians License N Other Trade's License No. 1. Location of land on which nronosed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block b I ,, Lot Subdivision Filed Map No. Lot ----(—Name) _.. 2. State existing use and occupancy of a. Existing use and occupancy and intended use and occupancy of proposed construction: b. Intended use and occupancy 6 ARA(4, 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 applicati n) 5. If dwelling, number of dwellin units y�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 st tures, if any: Front Rear Depth Height Number of Sto s Dimensions of same st cture with alterations or additions: Front Rear Depth Height l� Number o Stories�� 8. Dimensions of entire new construction: Front An Rear Depth Height 1$' TLD /Vln:;� P( Number of Stories 2Z' 6" Tb 9. Size of lot: Front ZSZ:). 9 10. Date of Purchase — 10 - 0S Name of Former Owner Zk-i ipomme or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—\4 13. Will lot be re -graded? YES NOWill excess fill be removed from premises? YES_ NO 14. Names of Owner of rp emisesVAW bkLARVkress Phone No. 27A ^ 7566 Name of Architect N-LZR-S-1) Address Phone No Name of Contractor Address 4-RCKW 6 Phone No. 0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) � ``,,.,,. SS: COUNTY OF � L f'I" ) FZL 6, ��il 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 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. Sw to before ds Notary ROBERT 1. SC JR. Notary Public, St of New Qualified inSuffolk Cow No. 01SC4725088 Term Expires May 31, BUILDING PERMIT EXAMINER CHECKLIST --77> - DATE REVIEWED: a / / / /06- APPLICANT: 06APPLICANT: C w - DATE SUBMITTED:c, 1� SCTM# DISTRICT: 1,000, SECTION: 1`, OCK: LOT: / SUBDIVISION: ----- ADDRES S I ; U � �„ l CITY: z9cle2n.41,ZONING DISTRICT: A2"ONFORMING? /Old BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83' REQ. LOT SIZQ�CV ACT. LOT SIZE: --/REQ. LOT COV. -->?,o ? ACT. LOT COV. REQ. FRONT PROP. FRONT -REQ SIDE - ACT. SIDE REQ. REAR PROP. REAR REQ. flEIGHT PROP. HEIGHT 4 PROJECT DESCRIPTION: lktV G,")r)P - /,t/ ESTIMATED PROJECT COS'I�-A %%D 1G. WATER FRONT? DESCRIPTION: _ PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D YES o O, ED #): /_/_ PERMIT #: TOWN SEPTIC RECEIPT: Y o N S PTIC CERTIFICATION: NEW YORK STATE DEC: PRE -DEC 9/1/75 YES DTE: //_ PERMIT #: DTE SOUTHOLD TOWN TRU'9fEES: YESko PERMIT #: _/_/_ TOWN ZONING BOARD APPROVAL: YES DTE: /_/_ PERMIT #: TOWN PLAN. BOARD APPROVAL: YES DTE_ /_/_ PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES ll-� NEW Y( NOTES .4 FEE STRUCTURE: FOUNDATION: SF z FIRST FLOOR: SF �35 SECOND FLOOR: SF OTHER: SFI,, / ® I IT OTHER TOTAL TOTAL: ����� SF �� FEE FEE FEE 1. SF)- (--SF) ,5 9 S SF X $ • 30 _$ $ 1002- 2. 002 2. (__SF)- ( SF)= SF X $ _$ +$ +$ _ $ 3.( SF)- ( SF)= SFX $ _$ +$ +$ _ $ FINAL TOTAL: $ j�� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M -H Decay: S -M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N, EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N . NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N GIRDERS: Y/N. ROOF RAFTERS: Y/N. WIND: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 April 28, 2006 SOCA 45 UI�o� 1 COU BUILDING 11 BUILDING DEPARTMENT TOWN OF SOUTHOLD Ron Barbarcich c/o Eastland Realty 22355 Cox Lane Unit #4 Cutchogue, NY 11935 To Whom It May Concern: Fax (631) 765-9502 Telephone (631) 765-1802 It has come to our attention that you have offered for rent, an accessory building at 1550 Peconic Lane, Peconic, NY, SCTM#75-1-11, (the subject of building permit #31514Z), for "storage" purposes. As I had expressed in our conversation earlier today, you are only allowed to use this structure for your personal non-commercial use. Any other use will be considered a violation of town code and will result in further action from this office. If you have any questions, please feel free to contact this office at (631) 765-1802, between the hours of 8:00 a.m. and 4:00 p.m. s 50 F � I o9ROS � c `,c f F.,,N �P •a. 1`V V a Z ' e rT 4 h' r1 ieP GJPe Y'F �o. ods so �1� �tiA13 S (� O UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIRCATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-75-01-11 SCALE 1"=30' FEBRUARY 28, 2003 SEPTEMBER 30, 2005 ADDED PROP. BLD. & RE -CERTIFY SEPTEMBER 26, 2006 FINAL SURVEY AREA = 25,006.16 sq. ft. 0.574 ac. CERTIFIED TO: RONNIE BABARCICH PREPARED IN ACCORDANCE WITH THE MIMMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIAL.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEWY0� STATE LAND TITLE ASSOCIATION. �;tyy 49668 Joseph A� Ingegno Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 tP ,rho j A. F 60rw 9 i 00- \0. 0\0 0S oIF�oLV�ER C���E 10� E ✓N / J S V •� J4^ CIA SURVEY OF PROPERTY SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-75-01-11 SCALE 1 "=30' FEBRUARY 28, 2003 SEPTEMBER 30, 2005 ADDED PROP. BLD. & RE—CERTIFY O Gs�d Dc� tai 0 O UNATHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY ANO/OR EASEMENTS OF RECORD, IF ANY. NOT SHOWN ARE NOT GUARANTEED. AREA = 25,006.16 sq. ft. 0.574 ac. CERTIFIED T0: RONNIE BABARCICH PREMWD IN CO WITH THE MINIMUM STANDARDS FO SURVEYS AS ESTABLISHED BY Tr L.I,ALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S. Lia No. 49668 )seph A. Ingegno Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD, New York 11901 Riverhead, New York 11901-0965 -374, MORTON BUILDINGS GENERAL SPECIFICATIONS LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). TREATED LUMBER - PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED, PRESSURE TREATED TO A NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH A CODE AND INDUSTRY APPROVED PRESERVATIVE TREATMENT IN ACCORDANCE WITH AWPA STANDARD C2. FRAMING LUMBER - SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN -PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. SIDING PANELS (KYNAR 500 / HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME, WITH AN ADDITIONAL BAKED -ON KYNAR 500 / HYLAR 5000 FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. ROOFING PANELS (FLUOROFLEX 2000 T^) - 0.019" MIN. AZ55 GALVALUME WITH AN ADDITIONAL BAKED -ON THICKNESS POLYURETHANE PRIMER AND KYNAR 500 / HYLAR 5000 TOPCOAT WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS ON EXTERIOR. TRIM - DIE -FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. GUTTERS - 5" K -STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500 / HYLAR 5000 FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. ADDITIONAL NOTES 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART OF THESE DRAWINGS. 2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. 3.1 FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES AS REQUIRED FOR WALL AND CEILING FINISHES. 4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 5.) KYNAR 50015 A REGISTERED TRADEMARK OF ATOFINA CHEMICAL, INC., HYLAR 50001S A TRADEMARK OF SOLVAY SOLEXIS. CS2X4FK 07/05 TYPICAL LUMBER SPECIFICATIONS - 2001 NDS SIZE DESCRIPTION BENDING VALUE Fb 2x4 NO 1 & 2 SPF 1313 PSI 2x4 2100f MSR SPF 2100 PSI 2x6 NO. I & 2 SPF 1138 PSI 2x6 NO. 1 SYP 1650 PSI 2x8 NO. 1 SYP 1500 PSI 2x10 NO, 1 SYP 1300 PSI 2x12 NO. 1 SYP 1250 PSI ALL 1950f MSR SYP 1950 PSI 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI 3 1/2"x15" GLU-LAM 1650 PSI 51/4"x161/2" GLU-LAM 2400 PSI 51/4"x191/2" GLU-LAM 2400 PSI NOTE; HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. * ROOF SNOW LOAD CALCULATIONS Ps = 0.7 X Ce x I x Pg x Ct x Cs Ce = SNOW EXPOSURE FACTOR = 1.0 I = IMPORTANCE FACTOR =.8 Pg = GROUND SNOW LOAD = 45 PSF Ct = THERMAL FACTOR = 1.0 Cs = ROOF SLOPE FACTOR = 1.0 Ps = 0.7 x 1.0 x.8 x 45 x 1.0 x 1.0=25.2 PSF Cl-rZvUFDANCY OR L);:)E 10 UNLAWFUL WITHOUT CERTIFICATE, OF OCCUPANCY COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS QLIIRED AND CONDITIONS OF t4/ SOI HOLOTOWNZBA <=HOLD TOWN PANNING BOARD SOUTHOLD TOWN TRUSTEES MY,S DEC `1 N ��� CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. ALL ®ONITRUMON SHALL STH€ RI@UIREMINTS OF THE ®19 Of N€W YORK STATF, DO NOT PROCEED WITH FP.vV IIn;-q ,.'°,rFY OF.- )y - 1 ON BUILDING DESIGN CRITERIA BUILDING CODE Gl OF Gl SPECIFICATIONS & SHEET INDEX 2002 NY USE GROUP S2 OF S7 TRUSS PLAN, TRUSS DRAWING, & DETAILS U CONSTRUCTION TYPE S4 OF S7 ELEVATIONS VB FLOOR AREA S6 OF S7 3840 SQ FT MEAN ROOF HEIGHT DETAILS & SCHEDULES 18.5 FT BUILDING CATEGORY II ROOF SNOW LOAD* 26 PSF GROUND SNOW LOAD 45 PSF WIND SPEED (V3S) 120 MPH WIND IMPORTANCE FACTOR .77 EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT 10.18 BUILDING DESIGN CONDITION ENCLOSED WIND LOAD DESIGN ACSE 7 METHOD 2 MAIN W CIE RESISTING SYSTEM TALL FORCESES ACT ACT NORMAL TO THE SURFACE( (FOR ZONES SEEMWFRS ON ELEVATIONS PAGE] (MAXIMUM VALUE SHOWN) ZONE 1E 18.5 PSF ZONE 2E -24.0 PSF ZONE 3E -16.4 PSF ZONE 4E -15.4 PSF ZONE 5E 15.2 PSF (ZONE 6E -11.7 PSF ZONE 13.4 PSF ZONE 2 -16.7 PSF ZONE 3 -12.5 PSF ZONE 4 -11.5 PSF ZONE 5 11.2 PSF ZONE 6 -9.0 PSF COMPONENT & CLADDING WIND LOADS (ALL FORCES ACT NORMAL TO THE SURFACE) (FOR ZONES SEE ELEVATIONS) ZONE 1 13.1, -21.4 PSF ZONE 2 13.7, -37.3 PSF ZONE3 13.1,-37.3 PSF ZONE 4 22.7, -25.4 PSF ZONES 22.7,-31.3 PSF APPROVED AS NOTED DATE494 B.P.# FEE:s sll ��BY:_L!di_ NOTIFY BUILDINQ DEPARTMENT AT 755.1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED =IORETE 2. ROUGH - FRAMINCI & PLUMBING 8, INSULATION J CONRUCTONMUSTPLETSTRUCTION SHALLMEETTHE MENTS OF THECOU ES OF NEW TE. NOTRESPONSIBLE FOR CONSTRUCTION ERRORS. UNDERWRITERS CERTIFICATE R�oulR�o Y FLOODDNE� COMPLY WITH CHAP FLOOD DAMAGE PREVENTION SOUTHOLD TOWN 'UDE. SHEET INDEX SHEET# DESCRIPTION Gl OF Gl SPECIFICATIONS & SHEET INDEX S1 OF S7 COLUMN PLAN S2 OF S7 TRUSS PLAN, TRUSS DRAWING, & DETAILS S3 OF 57 TRUSS DETAILS S4 OF S7 ELEVATIONS S5 OF S7 SECTIONS & DETAILS S6 OF S7 SECTIONS & FASTENING SCHEDULES S7 OF S7 DETAILS & SCHEDULES I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED PROFESSIONAL ENGINEER. WARNING: „'� . IT IS A VIOLATION OF NEW YORK STATE h14R�ARY PERSON UNLESS ACTING UNDER THE DIRECTION OF THE LICENSED ARCHITECT OR LICENCED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. OFFICE: CUTCHOGUE, NY JOB NO. 128-0762 SCALE: AS NOTED SHEET NO. Gl OF G1 4T-9" 39'-101/2" 31'-101/T 23'-101/T' 13'-101IT 7'-10112" U-0° COLUMN PLAN 2' B. SCALE: 1' 4' 16' 7 9" TED SIDEWALL OVERHANGS TENTED ENDWALL OVERHANGS 4T-9° 39'-10 Ill" I'-51, 31'-101/2• 9'-111/2, 9'-111/2" ❑ -3-2x6 LAMINATED COLUMN LOCATION DATE: -HEADERED TRUSS LOCATION PORCH COLUMN DIMENSIONS R w WALK DOORS W/ LOCKSETS r Q -(2) 4429 9 -LITE HAYFIELD SLIDING WINDOWS W/ b ^ Z -(4) 12'x12' INSULATED OVERHEAD DOORS / -(1) 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA -81M BASE ANCHORS x a -ALL STEEL FASTENED W/S.S. SCREWS 7-41/2' T-6- 1 7-6" I 12'-7112" 1'-9" 12'-3" I'-9' 12'-3" 1'-9" IZY MIX (5)50# BAGS OF SACKRETE WITH 2.7/2 SOUPNEST SIDEWALL GALLONS OF WATER. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN COLUMN DIMENSIONS 1`—��—�� MINIMUM COMPRESSIVE STRENGTH = 2500 PSIS 16"R -16" DIAMETER FOOTING WITH: 8" THICK MINIMUM READI-MIX CONCRETE 7'-101/2" BELOW BOTTOM OF LOWER COLUMN WITH O1 ADDITIONAL READI-MIX TO TOP OF 21 BM STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF �$ 1 Z 24"R -24" DIAMETER FOOTING WITH: � TO" THICK MINIMUM READ] -MIX CONCRETE 0'-0" COLUMN PLAN 2' B. SCALE: 1' 4' 16' 7 9" TED SIDEWALL OVERHANGS TENTED ENDWALL OVERHANGS 4T-9° 39'-10 Ill" OFFICE' CUTCHOGUE, NY JOB NO. 128-0762 COLUMN PLAN LEGEND 31'-101/2• 08-19-05 CHECKED BY.. ❑ -3-2x6 LAMINATED COLUMN LOCATION DATE: -HEADERED TRUSS LOCATION REVISED DATE: Ej -(2) 3068 9 -LITE FLAT SLAB FIBERSTEEL w WALK DOORS W/ LOCKSETS REVISED DATE: Q -(2) 4429 9 -LITE HAYFIELD SLIDING WINDOWS W/ 23'-101/2" LOUVERED SHUTTERS Z -(4) 12'x12' INSULATED OVERHEAD DOORS / -(1) 3'-6"x3'-6" NON-FUNCTIONAL CUPOLA -81M BASE ANCHORS x a -ALL STEEL FASTENED W/S.S. SCREWS 16"W -16" DIAMETER FOOTING WITH: MIX (5)50# BAGS OF SACKRETE WITH 2.7/2 IS' -101/2' GALLONS OF WATER. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. USE 218M STILT. (CONCRETE 1 LU MINIMUM COMPRESSIVE STRENGTH = 2500 PSIS 16"R -16" DIAMETER FOOTING WITH: 8" THICK MINIMUM READI-MIX CONCRETE 7'-101/2" BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 21 BM STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 1 1� LOWER COLUMN IN ONE OPERATION. Z 24"R -24" DIAMETER FOOTING WITH: � TO" THICK MINIMUM READ] -MIX CONCRETE 0'-0" BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 224M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 30"R -30" DIAMETER FOOTING WITH: 13" THICK MINIMUM READI-MIX CONCRETE a BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READI-MIX TO TOP OF 230M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. OFFICE' CUTCHOGUE, NY JOB NO. 128-0762 ORAWNBY 0 DATE.' 08-19-05 CHECKED BY.. JL DATE: a REVISED DATE: w REVISED DATE: z REVISED DATE: Z o x a Z I Lu 1 LU z QD 1 1� Z � U a U_ �- O r Z O U � o O Z O va C/5 i LLJ 2 s w g Lua ORAWNBY VANDERKLEI DATE.' 08-19-05 CHECKED BY.. JL DATE: 9-21-05 REVISED DATE: REVISED DATE. REVISED DATE: REVISED DATE: 33r�� •o L. TIi- T, EE *. z. E 1 J�511Gs`-g 0 c9°j"°Z��gm.`"o5 SCALE.' AS NOTED SHEET NO. S 1 of S 7 .....................��:. �..... DATE: �:. �., .. �..���.� „ �....�,�����.....�.��...... JL �,��.. �,���... 0 9-21-05 �.. �, �. �...:�� „ ��...... .......��...��,, :,.��, .. �... �......... REVISED DATE.' REVISED DATE' REVISED DATE- ,® ....��:��,,. ...,��. ..��,..,. ..��:��,,.,,��.,��...,��....., ,��:, ,.... .. ,:��..��.. ,���.....�,��:,��............. ........��.. O O O O O O O O O 0 O x .........................::......���............. 0 ......, ............��.. O 0 I> 0 0 ...........................................................................0,........,.,,.......,,,.......,,..,.........,....................,,..,,. „ o 0 0 iTRUSS / BRACING PLAN ----- — TRUSS / BRACING PLAN LEGEND i - 48' S.C. TRUSSES ® 7'-6' O.C. TYPICAL CONTINUOUS 2x4 LOWER CHORD TRUSS TIES APPROXIMATELY 4'-0" O.C. TYPICAL Qa - 2x6 DIAGONAL END BRACES APPROXIMATELY B'-0" O.C. TYPICAL g- 6' PORCH FRAME ADDITIONAL 2x6 NAILER s - 6 PORCH END FRAME 2X4 PURLIN – 60d R.S. NAIL – USP RT4 HURRICANE ANCHOR – FASTENED TO TRUSS AND PURLIN W/(4) 0.131"x 1 1/2" R.S. NAILS TRUSS (1) #9xl" TRU-GRIP SCREW ON PEAK AND / (2) #9x1"TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS 2x4 BUTTED PURLIN DETAIL 20d R.S. NAIL THROUGH STRAP INTO TIE (3) 1 1/2" R.S. NAILS THROUGH STRAP (2) 20d R.S. NAILS IN OVERHANG FRAME 2x4 BEV. PURLIN TOE NAIL OVERHANG RAFTER TO OVERHANG NAILER WITH (1) 16d R.S. NAIL EACH SIDE OVERHANG FRAME J 2x6 OVERHANG NAILER 2' LONG END BRACE STRAP (4) 2 1/4" R.W. NAILS \� 20 GA. GALVANIZED 2x4 TRUSS TIE PURLIN CONNECTOR 2x4 TRUSS TIE TO ENDWALL DETAIL 2' 8' SCALE: 7-4- 16' 2x4 PURLIN 60d R.S. NAIL DETAIL #A SCALE: 1 1/2" = l'-0" END TRUSS I:I^I I.i•I 6-20d R.S. NAILS PER CONNECTION � END TRUSS (7) 20d R.S. NAILS 3-2x6 CORNER COLUMN 2-2x6 END COLUMN EXTENSION DETAIL #B SCALE: 1 1/2" = V-0" TOP TRUSS CHORD (1)#9x1"TRU-GRIP SCREW ON PEAK AND (2) #9x1" TRU-GRIP SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 BUTTED PURLIN DETAIL 20 GA. GALVANIZED (3 PURLIN CONNECTOR OFFICE: CUTCHOGUE, NY JOB NO. 128-0762 DRAWN BY: VANDERKLEI DATE: 08-19-05 CHECKED BY. JL DATE: 9-21-05 REVISED DATE: REVISED DATE.' REVISED DATE' REVISED DATE- v.Y, a#p'2'�L. SGI�• e •0 0' SCALE: AS NOTED SHEET NO. S2 OF S7 /c, L,) it„ i$L111ft ;qe]1114 60d R.S. NAIL LOWER TRUSS CHORD (1) #9x1"TRU-GRIP SCREWS ON PEAK SIDE AND (2) ON EAVE SIDE OF PURLIN IN HOLES SHOWN. (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 2x4 TRUSS TIE DETAIL TRUSS SPACING 7-6' O.0 LIVE LOAD 26 PSF DEAD LOAD 4 PSF CEILING LOAD 2 PSF TOTAL LOAD 32 PSF TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue Plane Structure Analyzer IAW current standards and specifications of recognized engineering principles. Trusses are manufactured by Morton Buildings, Inc. LUMBER SPECIFICATION (2001 NDS for Wood Construction): Lower Chord -- 1950f - 1.5E MSR Southern Pine Top Chord --- No. 1 K.D. - 19 Southern Pine Top Chord --- 1950f - 1.5E MSR Southern Pine Web Members -- No. 1 K.D. - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBG Evaluation report No. 2929): ASTM A-653, Grade A 20 Ga. and 18 Ga. where noted, galvanized steel Morton truss plates identified by a hexagon stamped every 1 1/4" along the center of the plate, RAFTER LENGTH 25'-2" Webs are 2x4's except where noted. 20 ga. GALVANIZED PURLIN CONNECTOR NOTE: RT4 CLIPS TO BE USED ON FIRST TWO OF PURLINS FROM SIDEWALL, FIRST THREE ROWS FROM PEAK, AND AT PURLIN TO END TRUSS. RT4 / PURLIN LAYOUT SCALE: 1/2" = V-0" TRUSS DESIGN SPECIFICATION: Truss has been designed by computer using the Purdue Plane Structure Analyzer AW current standards and specifications of recognized engineering principles,. Trusses are manufactured by Morton Buildings, Inc. LUMBER SPECIFICATION (2001 NDS for Wood Construction): Lower Chord -- No.1 K.D. - 19 Southern Pine Top Chord — No. I K.D. - 19 Southern Pine Web Members – No. 1 K.D. - 19 Southern Pine TRUSS PLATE SPECIFICATION (ICBO Evaluation report No. 2929): ASTM A-653, Grade A 20 Go. and 18 Go. where noted, galvanized steel Marton truss plates Identified by a hexagon stamped every 1 114" along the center of the plate. T- 2'-9 1 /8" L TRUSS SPACING 10'-0" O.0 LIVE LOAD 29 PSF DEAD LOAD 4 PSF CEILING LOAD 2 PSF TOTAL LOAD 35 PSF IV rjeCCH`O ORD 4 3 3/11" PL. LRD 4x5 •x PL 6 6'-101/2" & PORCH FRAME SCALE: 1/2" = 1'-0" 18 GA. . 18 GA. 3 PL. 18 GA. 48' HL S.C. TRUSS SCALE: 1 /2'= 1'-0" OFFICE CUTCHOGUE, NY JOB NO. 128-0762 DRAWN BY: VANDERKLEI DATE; 08-19-05 CHECKED BY: JL DATE: 9-21-05 REVISED DATE: REVISED DATE: REVISED DATE: REVISED DATE SCALE: AS NOTED SHEETI . S3 OF S7 (ZONE 3) (ZONE 2) (ZONE 3) (ZONE 3) (ZONE 2) (ZONE 3) 4.8' WIDE 70.4' WIDE (ZONE 4) 4.8' WIDE (ZONE 5) NORTHEAST ELEVATION (ZONE 5) 4.8' WIDE 70.4' WIDE (ZONE 4) 4.8' WIDE (ZONE 5) (ZONE 51 SOUTHWEST ELEVATION 4.8' WIDE (ZZ}ONE�2 & 3) I I� (ZONE 5) (ZONE 5) NORTHWEST ELEVATION I -RIB STEEL #21 CORNER TRIM # 167 TRANSITION TRIM ZB STEEL WAINSCOT CORNER TRIM #167 BASE TRIM 4.8' WIDE (ZONE 2 & 3) i- 5" O,G, GUTTERS HI -RIB STEEL T#21 CORNER TRIM T#167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM 5" O.G, GUTTERS HI -RIB STEEL T#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T#167 BASE TRIM Reference Corner 2' 8' SCALE: 1 4' 16' 4.8' WIDE 38.4' WIDE (ZONE 4) 4.8' WIDE (ZONE 5) SOUTHEAST ELEVATION (ZONE 5) HI -RIB STEEL 7#21 CORNER TRIM T# 167 TRANSITION TRIM HI -RIB STEEL WAINSCOT T#21 CORNER TRIM T# 167 BASE TRIM OFFICE CUTCHOGUE, NY JOB NO. 128-0762 rZ V U Q m Q m Z 0 n ORAWNBY: VANDERKLEI DATE 08-19-05 CHECKED BY: JL DATE: 9-21-05 REVISED DA TE: REVISED DATE: REVISED DA TE: REVISED DATE: a SCALE: AS NOTED SHEET NO. S4 OF S7 e m TRUSS IN COLUMN SADDLE LAMINATED COLUMN Q FF2000 HI -RIB STEEL 0 2x4 PURLINS @ 23" O.C. – (NO. 2 SPF) INSULATION STOP/ AIR DEFLECTOR 12 2x4 BEV. PURLIN 4 FILLER STRIP � 2x6 BEV. FASCIA 5" O.G. GUTTERS T#144 & 146 FASCIA TRIM — 8® SOFFIT HI-RIB/SOFFIT CAP 2x6 OVERHANG NAILER (3) 1/2''x5 1/2" M. BOLTS & (8) 20d R.S. NAILS FIBERGLASS INSULATION UTILIZED AS FIRE BLOCK AS ALLOWED IN IBC SECTION 717.2.1 13'-0" GRADE TO HEEL 18" LOWEST MEMBER CUT-OFF FINISH 4'-0" 24"0 USP RT4 HURRICANE CLIP © Q 48' HL S.C. TRUSS OB R-19 6" BLANKET INSULATION 4 MIL VAPOR RETARDER INTERIOR HI -RIB STEEL 2x4 TOP BLOCK & T#11 KYNAR HI -RIB STEEL 0 INTERIOR HI -RIB STEEL 2x4 STRIPPING @ 24" O.C. TO 8'-0" 6" BLANKET INSULATION W/ 4 MIL VAPOR RETARDER 3-2x6 LAMINATED COLUMN 2x4 NAILERS 24" O.C. 2100f MSR SPF 3/4" PLYWOOD - T#167 TRANSITION TRIM - 2x6 NOTCHED NAILER 9 - KYNAR HI -RIB STEEL WAINSCOT - 7/16' OSB PROTECTIVE LINER - T# 167 BASE TRIM W/L-CAP TRIM PROTECTOR - (1) ROW 2x8 TREATED SPLASHBOARD 11 - 2x4 NON -TREATED BASEBOARD - I 1 /2"xl" BLOCK & T#109 BASE TRIM - 6" CONCRETE FLOOR - 4' WIDE R-11 PERIMETER INSULATION* 81 M BASE ANCHOR - 4" MINIMUM COMPACTED GRANULAR BASE 21 REINFORCING: 6X6-INIO WWM. 3 SLOPE GRADE AWAY FROM BUILDING ®1"PER FCOT FOR A MINIMUM DISTANCE OF 10PLUS OVERHANG WIDTH. 41 WHEN A VAPOR RETARDER IS PROVIDED. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER ON TOP OF A MINIMUM 4" COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. 224M 114 GA.) COLUMN STILT C9 10" THICK MINIMUM READI-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL READ[ -MIX TO TOP OF 224M STILT (9"t). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. NOTE: FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL CONDITIONS MAY REQUIRE MODIFICATIONS. SIDEWALL SECTION A SCALE: 1/2'' = V-0" NOTE: ♦ IDENTIFIES ITEMS THAT ARE NOT PROVIDED BY MORTON BUILDINGS, ]INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY, FF2000 HI -RIB STEEL 9 T#16 GABLE TRIM 2x4 PURLINS @ 23" O.C.Q 2x6 FASCIA T#194 TRIM— USP RT4 HURRICANE ®SOFFITT ANCHOR ©Q HI-RIB/SOFFIT CAP TRIM Q 48'ENDTRUSS 2-2x6 E.C.E. i i KYNAR HI -RIB STEEL 2z4 TRUSS TIES ADDL. 2x6 NAILER FINISH GRADE HI -RIB STEEL T#11 &T136 NOTE: THIS SECTION IS THE SAME AS SECTION "A" EXCEPT FOR THE ITEMS AS NOTED. 218M COLUMN STILT (D8" THICK MINIMUM READI-MIX CONCRETE BELOW BOTTOM OF LOWER COLUMN W/ ' AN ADDITIONAL MINIMUM OF 8" READI-MIX 16"0 ABOVE. PLACE CONCRETE AND LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION B SCALE: 1/2" = V-0" (4) 2 1/4" R.W. OR 16d R.S. NAILS (1) 20d R.S. NAIL THROUGH STRAP & INTO BRACE 2' END BRACE STRAP W/ PRE -PUNCHED HOLES (BEND TO FIT) FASTENED W/ (3) 1 1/2" R.S. NAILS 2x6 DIAGONAL BRACING FASTENED TO COLUMN W/(4) 16d R.S. NAILS 48' S.C. TRUSSB� OFFICE.: CUTCHOGUE, NY JOB NO. 128-0762 ORAWNBY: VANDERKLEI DATE: 08-19-05 CHECKEDBY.' JL DATE: 9-21-05 REVISED DATE.' REVISED DATE.' REVISED DATE. REVISED DATE.' ;L; SCALE: AS NOTED SHEET NO. S5 OF S7 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG FRAME 6" MESH NOTCH OVERHANG FRAME AROUND BEAM 2x12 HEADER (NO.1 SYP) (2)l 1 /2"x16" LVL HEADERS (2800fb) 2x12 HEADER 2-2x6 VERTICAL BLOCKS @ 4'-0" O.0 2x6 BLOCK T#124 T#129 2x2 BLOCK T#151 T#154 2x3 JAMB (BEYOND; BOTTOM 2' TREATED) (3)2x6 LAMINATED COLUMN (BEYOND) WITH AN ADDITIONAL 2x6 TREATED LAMINATE FOR HEADER SUPPORT NOTE: NAIL 2x12 HEADER TO BEAM WITH 20d GUN NAILS 8" O.C. NAIL 2x12 GIRT TO BEAM WITH 20d GUN NAILS @ 4" O.C. STAGGERED 48' S.C. TRUSS 334L TRUSS`lANGER W/(lh) 1 1/2" R.S. &(1) 1/2"x21/2"M. BOLT 2x10 RIPPED HEADER FLAT STEEL & T#15 O.H.D. ALUMASEAL T# 152 12'-3" GRADE TO BOTTOM OF 2x6 BLOCK 2x6 BLOCK (BEYOND; BOTTOM 27REATED) NOTE: OHD OPENING IS 3" BIGGER THAN NORMAL FOR ADD'L LAM. FOR HEADER SUPPORT. OHD HEADER SECTION C SCALE: 1" = 1'-0" STILT ISOMETRI 3-2x6 LAMINATED COLUMN 1 1/4!'X1 1/4"x14 GA. SUPPORT ANGLE FASTENED TO COLUMN AT EACH CORNER WITH (3) .148"0 x 2" STAINLESSNAILS. (12TOTALNAILS PER COLUMN) 14 GA, CHANNEL WITH 114" PLATED RIVET TO SUPPORT ANGLE UNDISTURBED SOIL STILT NOTES 1. INSTALL PRESSURE TREATED LOWER COLUMN WITH STILT IN THE AUGURED HOLE. 2. POUR MINIMUM THICKNESS OF READI-MIX CONCRETE INTO THE HOLE AS SPECIFIED. 3. BACKFILL AND COMPACT THE ANNULAR SPACE AROUND THE COLUMN TO GRADE WITH SOIL AUGURED FROM THE SITE. OFF AT BEAM HEIGHT INSIDE VIEW (2)1 1/2"x16" L.V.L. HEADERS OTCH 2x12 TRACK GIRT DR 5L LVL BEAM HANGER �PPROX. 1/8" DEEP) OFFICE: CUTCHOGUE, NY JOB NO, 128-0762 DRAWN BY: ROOF STRUCTURE FASTENING SCHEDULE 0 COLUMN STILT (14 GA.) TO COLUMN (12) 0.148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS Q QQ �z VENT -A -RIDGE TO RIDGE BASE TRIM RIDGE BASE TRIM TO 2x4 PURLINS HI -RIB STEEL TO 2x4 PURLINS Q #9 x 1"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8" o.c. #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" o.c.) 0.106" x 1-1 /4" ASBESTOS SIDING NAILS (4) 0.14&'x 3-1/2'(1 6d) RING SHANK NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION 20 ga. GALVANIZED PURLIN CONNECTORS #9 x I" TRU-GRIP SCREWS © 2x4 PURLINS TO TRUSS 2x4 PURLIN TO END TRUSS 0.207" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE © RT4 HURRICANE ANCHOR TO 2x4 PURLINS (4) 0.131" (8d) x 1-1/2" RING SHANK NAILS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" c.c.) (4) 0.131 (8d) x 1-1/2" RING SHANK NAILS (i RT4 HURRICANE ANCHOR TO TRUSS ® (4) 0.131 (8d) x 71/2" RING SHANK NAILS T-50 MONEL STAPLES (2) PER PIECE 48' STRAIGHT CHORD TRUSS TO COLUMN (3) 1012 "x5 1/2" MACHINE BOLTS (8) .177" x 4" (20d) RING SHANK NAILS OFFICE: CUTCHOGUE, NY JOB NO, 128-0762 DRAWN BY: VANDERKLEI DATE 0 COLUMN STILT (14 GA.) TO COLUMN (12) 0.148" x 2" (6d) STAINLESS STEEL RING SHANK NAILS Q 81M BASE ANCHOR TO COLUMN 2x8 SPLASHBOARD TO COLUMN 2x6 NOTCHED NAILER TO COLUMN 0.177" x 2-1/4" STAINLESS STEEL NAILS (4) PER ANCHOR (4) 0.177'x 4'(20d) STAINLESS STEEL RING SHANK NAILS @ SPLICE/ (3) 0.177" x 4'(20d) RING SHANK NAILS @ STANDARD CONNECTION (4) 0.148" x 3-1/2" (16d) NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) NAILS @ STANDARD CONNECTION Q 7/16" OSB TO SPLASHBOARD & NOTCHED NAILER 2x4 NAILER TO COLUMN 0.106" x 1-1 /4" ASBESTOS SIDING NAILS (4) 0.14&'x 3-1/2'(1 6d) RING SHANK NAILS @ SPLICE/ (3) 0.148" x 3-1/2" (16d) RING SHANK NAILS @ STANDARD CONNECTION Q END TRUSS TO 2-2x6 END COLUMN EXTENSIONS (6) 0.177" x 4'(20d) RING SHANK NAILS 2x4 PURLIN TO END TRUSS 0.207" x 6" (60d) RING SHANK NAILS IN PRE -DRILLED HOLE © RT4 HURRICANE ANCHOR TO END TRUSS HI -RIB STEEL TO NAILERS (4) 0.131" (8d) x 1-1/2" RING SHANK NAILS #9 x 2" STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI -RIB (1'-0" c.c.) Q SOFFIT TO WALL INSERTED IN PRE -FORMED SLOT IN SOFFIT/HI-RIB CAP ® SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE OFFICE: CUTCHOGUE, NY JOB NO, 128-0762 DRAWN BY: VANDERKLEI DATE 08-19-05 CHECKED BY: JL DATE: 9-21-05 REVISED DATE: REVISED DA TE.' REVISED DATE REVISED DATE: SCALE. AS NOTED SHEET NO. S6 OF S7 4 2x10 NAILER FASTENED W/(6) 20d R.S. NAILS T#6 & T#167 TRIMS �\ 2x6 ADDITIONAL PURLIN 7/16 OSB SHEATHING & 15# ROOFING FELT Q 6 PORCH FRAME 02x6 PURLINS W/CLIPS 22" O.C. 1/2"X5 1/2'' M. BOLT NO. 2 SPF) & (6) 20d R.S. NAILS 12 T#178 4 2x6 BEV. FASCIA 2x6 BLOCK T#144/146 TRIMS 5" O.G. GUTTER 9 9 18" CUT OFF 4'-O" 3-2x6 LAMINATED COLUMN 6'-1 1 /2" 6" LONGER LOWER #8x3 1 /2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 7x4" ROUGH FRAMING. PRE -DRILL HOLES 10" O.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS, SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. r///--- O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW / FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. / O.S.B. SHEATHING IS I" TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. 2 HEAD FLASHING HEIGHT 7/16" OSB PANEL OF WINDOW 48' S.C. TRUSS +1" ! FINNED WINDOW 1 1/2"xl 7/16"X41/2" FRAMING CLIPS®® SILL FLASHING WIDTH OF WINDOW Z-7 1/8" +1 7/16" OSB 218M (14 GA.) COLUMN STILT 8"THICK MINIMUM ' READI-MIX CONCRETE ' 16"0 BELOW BOTTOM OF LOWER COLUMN WITH 30"0 ADDITIONAL READ] -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. & PORCH SECTION D SCALE: 1/2" = V-0" NOTE: THIS SECTION IS THE SAME AS SECTION "A" EXCEPT FOR THE ITEMS AS NOTED. m FIN WINDOW SECTION WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW #8 x 3 1/2" WOOD SCREWS SPACED 7/16" OSB PANEL AS SHOWN ABOVE TO AVOID DOOR #8 x 3 1/2" WOOD SCREWS 9 10" O.C. INSTALLATION SCREWS FINNED WINDOW 7/16" OSB PANEL WINDOW JAMB FLASHING Z'x4" ROUGH FRAMING DOORJAMB FIN WINDOW JAMB DETAIL 2"x4"ROUGH FRAMING #8x3 1/2" WOOD SCREWS 9 10" O.C. FASTENED THROUGH THE ALUMINUM DO( 'may INTO THE 2x4 ROUGH FRAMING, PRE -DRILL HOLES IN ALUMINUM DOOR JAMB T ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SIL HEAD FLASHING NOTE: DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON BUILDINGS' INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. WALK DOOR JAMB DETAIL 2x6 LAMINATE FOI HEADER SUPPOF (3) 2x6 LAMINATED COLUM OSB PANEL IS 1" WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM WINDBOURNE DEBRIS PROTECTION - WALK DOOR 6 PORCH FRAME TO PORCH COLUMN (1) 1/2"x5 1/2" MACHINE BOLT & (6) 0.177" x 4'(20d) RING SHANK NAILS 2x4 SOFFIT SOFFIT —" ® ®J 2x6 PURLIN CLIPS TO PORCH FRAME (1) 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS ® SUPPORTS ADJ. JOIST HANGER (12) #9x1"TRU-GRIPS SCREWS (2) 2x4 USP JH2O ADJUSTABLE JOIST HANGER TO FORCH FRAME 2x10 HEADER FASTENED ® SOFFIT (6) #9x1 "TRU-GRIP SCREWS W/(8) 20d R.S. NAILS USP MPAI FRAMING CLIP TO PORCH FRAME SUPPORTS 2x6 VERTICAL BLOCKS Q 4' O.C. (3) 1x6 CEDAR 1x12 CEDAR BRACES HEADER Ix6 CEDAR FILLER 1x8 RIPPED CEDAR FACEBOARDS Ix6 CEDAR LAMINATES 2x4 NAILERS © 24" O.C. (2100 MSR SPF) 18" CUT OFF 4'-O" 3-2x6 LAMINATED COLUMN 6'-1 1 /2" 6" LONGER LOWER #8x3 1 /2" WOOD SCREWS FASTENED THROUGH THE WINDOW JAMB FLASHINGS INTO THE 7x4" ROUGH FRAMING. PRE -DRILL HOLES 10" O.C. IN WINDOW JAMB FLASHINGS TO ACCEPT WOOD SCREWS, SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SILL. r///--- O.S.B. SHEATHING IS 1" WIDER THAN THE WIDTH OF THE WINDOW / FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. / O.S.B. SHEATHING IS I" TALLER THAN THE HEIGHT OF THE WINDOW FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM. 2 HEAD FLASHING HEIGHT 7/16" OSB PANEL OF WINDOW 48' S.C. TRUSS +1" ! FINNED WINDOW 1 1/2"xl 7/16"X41/2" FRAMING CLIPS®® SILL FLASHING WIDTH OF WINDOW Z-7 1/8" +1 7/16" OSB 218M (14 GA.) COLUMN STILT 8"THICK MINIMUM ' READI-MIX CONCRETE ' 16"0 BELOW BOTTOM OF LOWER COLUMN WITH 30"0 ADDITIONAL READ] -MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. & PORCH SECTION D SCALE: 1/2" = V-0" NOTE: THIS SECTION IS THE SAME AS SECTION "A" EXCEPT FOR THE ITEMS AS NOTED. m FIN WINDOW SECTION WINDBOURNE DEBRIS PROTECTION - FIN TYPE WINDOW #8 x 3 1/2" WOOD SCREWS SPACED 7/16" OSB PANEL AS SHOWN ABOVE TO AVOID DOOR #8 x 3 1/2" WOOD SCREWS 9 10" O.C. INSTALLATION SCREWS FINNED WINDOW 7/16" OSB PANEL WINDOW JAMB FLASHING Z'x4" ROUGH FRAMING DOORJAMB FIN WINDOW JAMB DETAIL 2"x4"ROUGH FRAMING #8x3 1/2" WOOD SCREWS 9 10" O.C. FASTENED THROUGH THE ALUMINUM DO( 'may INTO THE 2x4 ROUGH FRAMING, PRE -DRILL HOLES IN ALUMINUM DOOR JAMB T ACCEPT WOOD SCREWS. SCREWS ARE NOT REQUIRED IN THE HEAD OR THE SIL HEAD FLASHING NOTE: DOOR PANEL AND WINDOW PROTECTION DETAILS ARE FOR INSTALLATION INSTRUCTIONS ONLY, AND ARE NOT PROVIDED OR INSTALLED BY MORTON BUILDINGS' INC. OR MORTON BUILDINGS' SUBCONTRACTORS AND ARE THE OWNERS RESPONSIBILITY. WALK DOOR JAMB DETAIL 2x6 LAMINATE FOI HEADER SUPPOF (3) 2x6 LAMINATED COLUM OSB PANEL IS 1" WIDER THAN THE WIDTH OF THE DOOR FROM OUTSIDE OF TRIM TO OUTSIDE OF TRIM WINDBOURNE DEBRIS PROTECTION - WALK DOOR 2x4 NAILEF KYNAR HI -RIB STIFF HEAD FLASHING 7/16" OSB PANEL DOOR SLAB WALK DOOR SECTION m ALUMASEAL T#152 T#154 (3) 2x6 BOX JAMBS T#151 2x2 JAMB T# 124 &T#126 COLUMN PLAN DIMENSION NOTE: FILL 2 1/4" VOIDS WITH 2x6 AND 1x6 BLOCKS THAT ARE 12" LONG AT BOTTOM, MIDDLE, AND TOP (HOLD BOTTOM BLOCKS (NON -TREATED) 1/2" ABOVE FLOOR HEIGHT) OHD JAMB DETAIL# 1 SCALE: 1 1/2" = V-0" OFFICE: CUTCHOGUE, NY JOB NO. 128-0762 ORAWNSY: 6 PORCH FRAME TO PORCH COLUMN (1) 1/2"x5 1/2" MACHINE BOLT & (6) 0.177" x 4'(20d) RING SHANK NAILS ® 2x6 PURLIN CLIPS TO PORCH FRAME (1) 1 1/2" RING SHANK NAIL IN EACH TOP TAB OF CLIPS & (1) 1 1/2" RING SHANK NAIL IN EACH SIDE TAB OF CLIPS ® USP JH2O ADJUSTABLE JOIST HANGER TO HEADER (12) #9x1"TRU-GRIPS SCREWS ® USP JH2O ADJUSTABLE JOIST HANGER TO FORCH FRAME (6) #9x1"TRU-GRIP SCREWS ® USP MPAI FRAMING CLIP TO 2x4 NAILER (6) #9x1 "TRU-GRIP SCREWS ® USP MPAI FRAMING CLIP TO PORCH FRAME (6) #9x1 "TRU-GRIP SCREWS 2x4 NAILEF KYNAR HI -RIB STIFF HEAD FLASHING 7/16" OSB PANEL DOOR SLAB WALK DOOR SECTION m ALUMASEAL T#152 T#154 (3) 2x6 BOX JAMBS T#151 2x2 JAMB T# 124 &T#126 COLUMN PLAN DIMENSION NOTE: FILL 2 1/4" VOIDS WITH 2x6 AND 1x6 BLOCKS THAT ARE 12" LONG AT BOTTOM, MIDDLE, AND TOP (HOLD BOTTOM BLOCKS (NON -TREATED) 1/2" ABOVE FLOOR HEIGHT) OHD JAMB DETAIL# 1 SCALE: 1 1/2" = V-0" OFFICE: CUTCHOGUE, NY JOB NO. 128-0762 ORAWNSY: VANDERKLEIJ DATE: 08-19-05 CHECKED BY: JL DATE: 9-21-05 REVISED DATE.' REVISED DATE. REVISED DATE' REVISED DATE.' LS n SCALE: AS NOTED SHEETN . S7 OF S7