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HomeMy WebLinkAbout43841-Z �oS�FFaI¢CpG# Town of Southold 1/14/2020 @' P.O.Box 1179 C:1 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40996 Date: 1/14/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 300 Topsail Ln., Southold SCTM#: 473889 Sec/Block/Lot: 79.-7-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2019 pursuant to which Building Permit No. 43841 dated 6/10/2019 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 AS APPLIED FOR The certificate is issued to Cantrell,Todd&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43841 09-09-2019 PLUMBERS CERTIFICATION DATED Aut or' ed ignature o�g Fat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43841 1 Date: 6/10/2019 Permission is hereby granted to: Cantrell, Todd 300 Topsail Ln Southold, NY 11971 To: construct an accessory garage as applied for. At premises located at: 300 Topsail Ln., Southold SCTM # 473889 Sec/Block/Lot# 79.-7-14 Pursuant to application dated 5/20/2019 and approved by the Building Inspector. To expire on 12/9/2020. Fees: ACCESSORY $580.00 CO -ACCESSORY BUILDING $50.00 $630.00 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 q Date. New Construction: 1 Old or Pre-existing Building: (check one) 1 Location of Property: Q© <) P S 0\)1 �—G, "� ��, 4 House No. pp i Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 1 Lot I 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: $ \ .._- -- Applicant Signature oF so�P�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 ® �® Cow N' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Todd Cantrell Address: 300 Topsail Ln city Southold st: NY zip: 11971 Budding Permit# 43841 section- 79 Block 7 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Lademann Electric Inc Licer' 4141-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 13 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel 60A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures Combo SD/CO Other Equipment 2- Ceiling Fans, Ceiling Mounted Corded Outlet For Car Lift Notes: Inspector Signature: Date: September 9, 2019 S Devhn-Cert Electrical Compliance Form As 4414 ` OF SOUI # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm e�' 765-1802 INSPECTION '- (Vi FOUNDATION 1 ST �/Z(W� [ ] ROUGH PL13G. 1 [ ] 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: P,r,, S DATE INSPECTOR SOF SOGIY �o� opo # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 765-1802 INSPECTION [%4/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: V� V Y? lep • DATE INSPECTOR �o�aOF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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—vhWlflfA Qv-,j DATEINSPECTOR ho�aOF S0//% Ll 6�E3 Li f # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] 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 v. L, 1 o�zaf Soup, # # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1602 IN-SPECT-ION [ ] FOUNDATION 1 ST OUGH PLBG. [- ] FOUNDATION 2ND [ INSULATION/CAULKING ACL [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ` . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [' ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 3 INSPECTOR of SOBT # # `TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION = [ `] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATI.ON/CAULKING [ ] FRAMING/STRAPPING [ FINAL • �! [ ] FIREPLACE & CHIMNEY :[ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION -[ ) FIRE RESISTANT PENETRATION— ELECTRICAL ENETRATION- .ELECTRICAL (ROUGH) A ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE I 1101424loO INSPECTOR r'TELD INSP -TTbN REPORT .DA CO NTS FOUNDATION(IST) 'FOUNDATION (2ND) Qk Z - ROUGH FRAMING& 1 PLUMBING y Y All ISA INSULATION PER N.Y; y STATE ENERGY CODE o ' FINAL, � AD ITIONAL COMMENTS q '41 Z H ' d ,H TOWN OF SOTQTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIN�I)EPARTMENT Do you have or need the following,before applying? TOWN HALL - nard of Health SOUTHOLD,NY 11971 sets of Building'Plans TEL: (631) 765-1802 manning Board approval FAX: (631) 765-9502 �(�j ` \\46urvey Southoldtownny.gov PERMIT NO. / -eheck -tffp7ic Form N-f.S.D.E.C. �skees '-,�.0.Application -Flood Permit Examined 120 ... � -•Single&Separate r Truss Identification Form Storm-Water Assessment Form ( 0.p 2 0 2019 Contact: Approved ,20 - Mail to: _�00 1 2p a N A Disapproved a/c r �'��lt% y' s,UA�c��r� M7 u OF$® Phone: Expiration ,20 Buil spector APPLICATION FOR BUILDING PERMIT Date `i , 20 1 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ifik and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk•County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or-for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code;housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises c < rc 1QA�, C CkA c,Q, 1 (As on 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. 1. Location of land on which proposed work will be done: House Number Street . _ Hamlet - County Tax Map No. 1000 Section Block.,,,. - " ' Lot II I I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy S k, o���^ b. Intended use and occupancy cce scrg,,-A j 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ��"� -Fee d ♦ �v ,-y.m idr_ I be paid on filing this application) 5. If dwelling, number of dwelling units umber ofdwel=hng unit` '?°ach floor If garage, number of cars � i_ s.. 6. If business, commercial or mixed occupancy, specify nature and'extent of&'A ype of use. j 7. Dimensions of existing structures, if any: Front �,,- _ � � ���j,Rear� Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories - I 8. Dimensions of entire new construction: Front_ Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth_ 10. Date of Purchase Name of Former Owner E 11. Zone or use district in which,premises are situated j 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 Address Phone No. Name of Architect Address Phone No j Name of Contractor Address Phone No. E 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t * 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. i 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. j I 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) i SS: COUNTY 0 6d-f6k� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ; (S)He is the I O c0l C�►�- e J �,� (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. I Sworn to before me thi a day of Q 20 I I U) TRACEY L.DtfUYE i Notary ublic NOTARY PUBLIC,STATE OF N NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,223�)- i Subdivision Filed Map No. Lot I i 2. State existing use and occupancy" of premises and intendel use and occupancy of proposed construction: a. Existing use and occupancy, -S o j 4 I b. Intended use and occupancy a 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal- Demolition Other Work - (Description) 4. Estimated Cost ee be paid on filing this application) 5. If dwelling, number of dwelling units um er``owedin Gq t ach floor IfF" garage, number of carso &PC 6. If business, commercial or;mixed occupancy, specify nature and'ex� n of of use. i r 7. Dimensions of existing structures, if any: Front b . ;; 1--9, Depth Height °Number of Stories `° Lj4�9 „ j Dimensions of same structure with-alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front_ RearDepth i Height Number of Stories i 9. Size of lot: Front Rear i Depth_ 10. Date of Purchase Name of Former Owner 11. Zone or use district in which,premises are.situated i 12. Does proposed construction violate any zoning-law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fll•be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. i Name,ofArchitect Address Phone No I Name of Contractor Address Phone No. 15 a. Is this.property,within 1010 feet of a tidal wetland;or a freshwater wetland? *YES . 'NO * IF YES, SOUTHO,LD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 3,QO,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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE 05 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 I 0 ca cao*ifn1 A I A,—e (Contractor,Agent, Corporate Officer etc.) j of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;" that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi��w� day of t"l 20 M. WTRACEY L.DWYE i Notary ublic NOTARY PUBLIC,STATE OF N ;NO.01 DW6306900 Signature•of-Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,22C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION'CHECKLIST BUILDING DEPARTMENT Do you have or need the following,be?&e,a@pl�ying? TOWN HALL --Board of Health SOUTHOLD,NY 11971 sets of Building'Plans TEL: (631) 765-1802 .manning Board approval FAX: (631) 765-9502 %-v6urvey Southoldtownny.gov PERMIT,NO. -3tptic Form N.Y.S.D.E.C. 111�:0.Application -FimdPermit Examined _,20 -Single&Separate "-Truss Identification Form \ v �Storm-Water,Assessment Form Contact: �� Q ca��'p, J 6 p 2019 ___ 1 - Approved 20 c ;Mail to: OoTa0.�t� L-6, <s Disapproved a/c ', s v��a1CN Y �� of Phone: 6?►"-$3 y -0 4.R Expiration ,20 Buil spector APPLICATION FOR BUILDING PERMIT , Date _, 20 INSTRUCTIONS, a. This application MUST be completely filled in by typewriter or in ifik and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises;relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be.commenced before issuance'of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy,• f. Every building permit shall expire if the work authorized has not commenced within 12 months after,the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,-the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition'as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,'housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant-or name,if a corporation) (Mailing,address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plurpber or builder Name of owner of premises ! E ;-c-1914� C (A,A cel 1, (As on 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. 1. Location of land on which proposed work will be done: House Number Street _ .. _ Hamlet ! County Tax Map No. 1000 Section Block' " i', . ` ""' ' IA' `' ' _Lot L� ,,,..,. Town Hall Annex .` -i ' '; t Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 , P.O.Box 1179 _ Southold, NY 11971-0959 4, BUILDING DEPARTMENT NOTICE OF UTILIZATION-OF TRUSS TYPE;CONSTRUCTION,'PRE-ENGINE_ ERED; �� WOOD CONSTRUCTION i4NUIOR-TIMBER CONSTRUCTION;- } t ++ _ Owner: ( 1L ' 7714, , C d,.v\ Location of Property:, - Please take notice that the (check applicable line): - _ New commercial or residential structure i Addition to existing commercial or residential structure Rehabilitation to an existing commercial or 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 submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 I _ - 611 D 1, '1111ET R -- I' REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 f i Bei i SfS1 S 1/211 R-0 KE- The construction type designation shall be _ 69I11 661pp 661115Y� cc1V11or 66V» 1 to indicate the construction classification of the j structure under OESWN;; #" ',�:ON F=�R'`��R;UC:TI,JRA-' section 602 of the BCNYS 6. , PONEN T'S THAT ARE OF TRV$!% TYM• C+DN•STRU:CTION _"■ ' 'T" FLOOR FRAMING, INCLUDING ». ■ GIRDERS AND BEAMS ROOF FRAMING amul,wm, Nos, FR!! FLOOR AND ROOF FRAMING STANDARDS AND-CODES' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �x' ~� r� x Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger richertP-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION Date: REQUESTED BY: Company Name: Name: > > email: /0o A� License No.: y l r ` Address: /��,T` v J Phone No.: 4 — JOB SITE INFORMATION. (All Information Required)' LA. 1 t--_ ame: - -- - -- - Address: Cross Street: Phone No.: - 3 l: 'BIdg.Permit#: w u I email: Lot: Tax Map District: 1000 Section: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply'. Final ,NO Is job ready for inspection?: LES Rough I Do you need a Temp Certificate?: YES / NO . issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _ A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect,- Service Reconnected - Underground-Overhead H Frame Pole Work done'on Service? Y N # Underground Laterals 1 2 Additional Information:' PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form As (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 OF THE NEW YORK STATE EDUCATION UM (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPEaFlC PURPOSE AND ARE,NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY YM NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERM ICATICN 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 NS71TUTICN LISTED HEREON,AND TO THE ASSIGNEES OF THE LFNDNG INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS (S)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM DTHERS NO 1 400 Ostrander Avenue,Riverhead,New York 11,101 T tel.631.1212303 fax. 631.12?.0144 admin®youngenglneering.aom youq c Howard W.Young,Land Surveyor Thomas 0.YVolpert,Professional Engineer p Douglas E.Adams,Fhofesslonal Engineer w E / �`.T`a ® � Robert 0.Tost,Architect �9S Robert Stromski,Architect 3 � N$ s , SITE DATA S AREA = 41,015 50. FT. '� Lp SMDIV1510N- "LEEWARD AGREr AT BAYVIEK"FILED IN THE 'r 7 � , Le@Ward [Daws 6 FOCI E OFF THE CLERK OF SUFFOLK COUNTY ON JUNE 4,19?I AS NO.55CIC1. LEGEND °se S7 'gcre on _ i GMF= GONG. MONUMENT FOUND 93oI� Bayy�eW" 00 m0 = UTILITY POLE yI'O DI = DRAINAGE INLET 399, CHAI/y RffNs ° � ,0 NO V"k F fNG f S s 2p$O �� ry0 7s o oU"DAT/ N cf OqR �ffS SURVEYOR'S CERTIFICATION (0 SH6 O NO to /� // R1�WgT = WE HEREBY CERTIFY TO TODD J. CANTRELL, , -I 1 L = \ill O /-P7 A Y =0 ELIZABETH A. CANTRELL & FIDELI ONAL A U 4 16$• °, COUP O CNC o ?44. V�� TITLE SERVICES, LLC THAT THIS IN 2 - r' CP2 S7- ^17.5• J MAS p ADOPTED BY THE NEW YORK STATE ACCORDA141-E INITH THE CODE OF G ` OO B m S.Q "RY Wq PROFESSIONAL LAND SURVEYORS. Q Y O.p /41 7Q4 U qo 8.7. I j tr ' a sA IPJ CZ) 0 45II93 J� 0 J °j 4 0 HOWARD W.YOUNG,N.Y.S.L.S.NO. C4 o0 3.3' N �o M o N '0' Ry W44 '� SURVEY FOR z C `$9 8 - TODD J. CAN71RE-LL 4 3A 424• ~ �ti CON �/ ELIZABETH A. CANTRELL 'LeeWar�bd vs 10/7 c ` LOT 5 "LEEWARD ACRES AT BAYVIEW" o7sN 'gcres - / 0 `l of Bayview, Town of Southold Pt 8ayvle%y�T 11 0 ny) Suffolk County, New York / oO J� yy FOUNDATION LOCATION SURVEY 0 73�0�2$O (n ~ Dli , = U� �-' `I ' fI County Tax Map DIGerIGt 1000 section'T9 Block O"1 Lot 14 �� C// / i` / ! FIELD SURVEY COMPLETED zm 19,2018 C MAP PREPARED XNE 20,2018 Ally�l"k SNC f U ;� J ®�� _-_ Record of Revislons JUL = o / RECORD OF REVISIONS DATE SANITARY MEASUREMENTS Lo '� O 1 rJIM17ATlOu LOCATION _1lLY 15.2019 N t u O $ ,q B Lee�vargs�dlvls�n , $'00' pn-T. ST 41' 51' es at LPI 45' 40' ay�'�et y 40 0 20 40 eo G LP2 61' 51' d LP3 59' 45' Scale: F = 40' .108 NO.2019-0080 DWS.2016-0115-foundation-loc. ( OF I TOTAL 4574.3 5F 11.1 % 180 CY 35 CY uj M z Z Q 14 �0M Fl o V1 EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. APPROVAL Of STORMIWATER MANAGEMENT COI1TROL 9LA -To CodeC 36 Date: Approd by: OF NES, DE�R�yo,�� DRAWN BY: JD LP Lu 4/29/2019 SCALE: SEE PLAN SHEET�•NO: �� RAN Nc CONS 2Q 0. O FN TRr✓�no �o 1 O 7) qIq N � N � O Z � CD i QD 30 CONC. CU o Re )b 8.0 Aj 70.91 ROOF o cN �, • 1 S T� � (n Ry BR G/IR�� k ickWOOD 0 \ � Z w 26,5, \ 27./ ' v -EN E \ o � Q / z Cl) '-s sn� -1 �` c /V�� 1� / n7 I 0 / C) HJ 0)`�r Jrl& / o 3 .0i ce �RcREEN S p N17oo -wdrgr 3o// S4,�Q,1 s dt i o Fkce i V js fon dy�jt?�, APPROVED AS NUTS O DATED �d �E�. a��,.�.®-p �'�, -� � IS ULA �UL r USE TI�ICAT� NO11FY BUILDING DEPARTMENT 765-1802 8 AM TO 4 Pull FOR THE FOLLOWING- INSPECTIONS' OG^('UPANC� 1. FOUNDA T ION - TVVO REQUIRED 0� �J! FOR POUR RA�INUC&ETE PL MBING 2, ROUGH - 3. INSULATION USS p�CpFtDING SQUIRE® 4. FINAL - CONSTRUCTION MUST pG NOT PROTII )MTV' V TR BE COMPLETE FOR C,o. MEET THE FRAMMG U ALL CONS I RUCTIONSFFSHALL,THE CODES OF NEW OF FOUNDATIOPP�OVE©N- REQUIREMENTs HAS DESIGN STATE. NOT RECONSTRUCTION SPONS(ERRORS. DESIGN 0 OFF - S RE_l SN�10 CHPp COMPLY WITH A�TOWN CODE puRSUA OpE. NEW YORK STATE OF ZHE TOWN C REQUIRED AND CONDITIONS O� AS TomZBA, SOUT410L� SOU(HD�TOWN PLMM%lta . � TRUSTEES - NYS.DEC BUILDER 40' 8' 8' _—�___ 8' z 6DO v m it ❑ 2-2X10 MSR SYP / d xi u TRUSS CARRIERS f yo NEW BUILDING SPECIFICATIONS 30' X 40' X 12'5" POST & FRAME BUILDING DESIGN POSTS ATTACHED TO CONCRETE FOUNDATION WALLS E W/ STURDI WALL SW-63 BRACKETTS, CORNER & N 0 0 DOOR POSTS W/SW-60 BRACKE17S (FOUNDATION O `- > rn 'E WALLS & CONCRETE FLOOR BY OTHERS) ¢ O1 1-3'0" X 6'8" 9-LITE FIBERGLASS ENTRY DOOR v < a 02-10' X 10' INSULATED OVERHEAD DOORS a o 0 W/WINDOWS c: co ALL GABLE POSTS �6-36" X 44" THERMALPANE SINGLEHUNG WINDOWS N d N o EXTEND TO TOP ® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) E Y OF ROOF TRUSS 2X6 TREATED GROUND CONTACT SKIRT BOARD w Q 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC 0 OWNER I 2-2X10 MSR SYP TRUSS CARRIERS @8' SPANS (991 PLF CAP; 640 PLF ROOF LOAD) TRUSS CARRIER TO POST= A"X4" GRK STRUCTURAL SCREWS } 8 @EA.POST (2 PER SPLICE MIN) 2664 SHEAR RATING z PRE—ENGINEERED ROOF TRUSSES- 00 4/12 PITCH, 48" OC, 30-5-5 LOADING N O 3 ROWS 2X4 BOTTOM CHORD TIES (93" OC.) Z 532 LB UPLIFT; H1 HURRICANE TIES=585 LB Q Q 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & FASCIA V = 28 GA. G-100 PAINTED STEEL ROOFING & SIDING 12" PAINTED STEEL VENTED RIDGECAP 0 / INTERIOR FINISHES Q O 2" SPRAY FOAM INSULATION ON WALLS (BY OTHERS) O N / R-38 CELLULOSE CEILING INSULATION F- 29 GA. WHITE STEEL LINER PANEL ON CEILING & WALLS (WALLS INSTALLED BY OWNER) Cp I co I_ / O ^I ALL PROPERTY nONOF SHOM IRK 2-2X10 MSR SYP ❑ `- °",ws DRAWING IS THE r PROPERTY OF SHIRK TRUSS CARRIERS 3 3 POLE BUILDINGS U.C. THIS BUILDINGS MAY NOT BE REPRODUCE°WITHOUT PUMSSICN.BUILDER AND OMER ARE RESPONSIBLE ` ppSptIH1loft oa TO VERIFY ALL DIMENSIONS --�— 0 BEFORE CONSTRUCTION 8 _ Q'_ Tom—Q ►-Ij� p' 4L®.`�joOFO �e o �'m®se DRAMREVIEW:: ALS 4UO' —I CJ I CJ ��",,,,o��' �0®� RENEW: ��`7 i� REVISIONS FLOOR PLAN a F w g DATE: 5/13/19 aw SCALE: 3/16" = 1'0" O S' SITE CANTRELL 14% ����� FLOOR PLAN A . 1 BUILDER � v 28 GA, PAINTED T 412- STEEL 12"X6" o T ; HEMMED FASCIA i■z_q° i v 3� 28 GA. 6" 3s•x aa" 3s°x aa^ 36"x 44 PAINTED STEEL THERMAL PANE THERMAL PANE THERMAL PANE CORNER,TRIM WINDOW WINDOW DESIGN E WINDOW e _ // //. //• Q_ U cV ate ® BASE JI'll 1111111111111111111 ANGLE 8- 00- tea¢ o Y J s c 0 0 C dch BACK SIDEWALL LEFT ENDWALL o 'E s SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" E 28 GA. PAINTED STEEL OWNER 12" RIDGECAP(VENTED) 28 GA. PAINTED STEEL 'A. A 12 6" RAKE TRIM J } Lu Z SCREWDOWN ROOF 4r 28 GA. PAINTED STEEL DOUBLE I N ANGLE Z TRIM Z 0 38'x 44' 38'x a4" 38"x 44• 10'0" x 10'0" l O'0" x 10,0" THERMAL PANE THERMAL PANE THERMAL PANE WINDOW WINDOW wlNDow OVERHEAD DOOR OVERHEAD DOOR O '^ u7 vI cV r oaaoo ooc» o '� ALL INFORMATION ON THS LN2A5NNG IS IS THE THE PROPERTY OF SHIRK POLE BUILDINGS LLC, TFilS DRAYANG MAY NOT BE REPRODUCED WTHOLIT 9 LITE PERMISSION.BUILDER AND tWRY OWNER ARE RESPONSIBLE FRONT SI DEWALL DooR RIGHT E N D W A L L .pttill 018988 pp TO w,FY ALL DIMENSIONS na°'o� BEFORE CONSTRUCTION SCALE: 1/8" = 1'0" SCALE: 1/8" = 1' °.®o0O °o �o DRANN B1 ALS REVIEW ° REVISIONS: Y��'yy ° m 4 {h: DATE: 5/13/19 SITE:CANTRELL a °<o?714,$ �� ELEVATIONS A .e.. � �pQ'PoeA�F�8S6fl SIA® / \4$ff41),* Qv 2 BUILDER_ 6 NAILS 20 ROOF PER UN 29 GA PAINTED I PAINTED RIDGECAP ROOF fJ�a 9 ROOF TRUSS PER TRUSS TRU STEEL ROOFING i VWED OR PNNTED2VEA�RS REWS 29 GA PAINTED STEEL 2-3}'X.120 2X4 ROOF WALL POST \ 2X6 FA E IM ' SEALTRE GALV. NAILS PURLIN CLOSURE 2X4 GIRT OR PERUN FA FAINII� _ STRIPS 24'ON CENTER 1�f4'CRK /`F TRUSS STRUCTURAL 2X6 HEADE 4- 'X.120 NOTCHED ° SCREWS 4-31 NAILS PUCE IMp pp METAL SIDING YSS p Q1'WEATERTITE GALV. OVERHEAD GABLE TRT k' V 2X4 ROOFI PAINTED SCREWS _ _STRUCTURAL DOOR TRIM RIMPERU�IS9'ON CENTER OYERHEADPOST OVERHEAD DOOR R F RUSSES DOOR WEATHERSTRIP N1 SYP GRK STRUCTURAL 12' RICO CAP METAL SIDING & ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHAND DETAIL ROOFINO FASTENERS FASTENING DETAIL CARRIER FASTENER DETAIL HEADER DETAIL DETAIL 40 SCALE: 1/2' 1'0" SCALE: 1/2' a 1'0" SCALE 1/2' 1'0' SCALE: 1/2' 1'0' SCALE: 1/2' 1'0' SCALE; 1/2' 0 1'0" DESIGN LLJ O O PAINTED STEEL WALL POST OOFlNG L- N 'o WALL POST 8 Nall 2X4 ROOF PERLIN DOOR JAMB 2X6 FACE BOARD 3-31' 2X4 WALL PER TRUSS ROOF CALV. NAILS / GIRT TRUS "ME' FASCIA C C Q a DECK SCREWS I O 0.. ROOF TRUS (1 0 O GALV.NAILS PUCE 4 NAILS PER 8 GA. PAINTED STEEL SSOOFFITT� Y J � CHANNEL EACH SIDE POST F&J TRIM •N a TRUSS d d" to a •• 2%6 T RIER METAL SIDING O Y SIDEWALL GIRT BLOCK TRVSS 70 TIE BLOCK ENTRY DOOR 12'EAVE OVERHANO O FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL T'p SCaE 1/2'= 1'0' SCALE: 1/z"= 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 10"] D LE 29 GA. PAINTED STEEL ��- SCREWS INSTALLEDROOFING & WASHERS/RS OWNER 2X4 BOTTOM CHORD PERMANENT LATERAL BRACING (SEE TRUSS J WG FOR SPACING) 2X6 SPF J 2X4 ROOF FACE BOARD W Z 4" PAINTED 2X4 S F DIAGONAL BRACE L PRE—ENGINEERED FASCFROM RDGaJNE TO BOTH EAVESEAV R-3 INSULATION ONNTEROOF TRUSSES J 29 CA PAINTED STEEL OFFTTD 48"OC' Q O UNE PANEL GEEING PANELS PRE—ENGINEERED ROOF ni TRUSSES 48" OC. pFdW TRIM 2-2X10 MSR SYP TRUSS CARRIER 2X6 WIND UPLIFT TIE09AH.jLOp,,___� TRUSS NOTCHED fit SYP TRUSS CARRIERS INTO POST O cn O 3 PLY 2X6 GLU—LAM 2X4 SPF SIDEWALL GIRTS 24" OC. N POSTS 8' OC. TYP, r 29 GA. PAINTED STEEL TUNER WALL BRACING REGUIREMENTS: PANEL ON 2X4'5 2' OC. 29 GA. STRUCTURAL STEEL ALL INFORMATION SHOW, WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC.TYP. ON THIS DRAIMNG IS THE 2" SPRAY FOAM INSULATIO REGUIREMENTS: OF WALL PURLINS WITH SCREWS PROPERTY OFSHIRK IILC (BY OTHERS) 28GA STRUCTURAL POO DRAWING MAY NOT STEEL SIDING 2X4 SPF WALL GIRTS 24" OC. PANELS INST BE REPRODUCED IMTHOUI 2X8 PRESSURE TREATED WITH SCREWS PERMISSION.o �ss ARE �I SYP SKIRT BOARD OF J ®® TO VERIFY ALL DIMENSIM' 2-2-OX LAG JIORMESSURE TREATED POSTS ATTACHED TO WALL W/ �� BEFORE CONSTRUCTIO1 GRADE (BOTTOM 5"-4000 PSI BOLTS SYP 6GS0 IRT Co BOARUND CD W/ 2 D1/2 X5'WEDGE ANCHOR �� �' ���' DRAWN BY. ALS CONC ETE FLOOR RD[—WALL SW6 �,"� �+ OF SKI OARD) OPTIONAL) 8 " REVIEW. .,�. .-f..•,..•. .'.. ,` .4- 3/4' . . .. •• "+' ' j., .'. ., .',. ';'' • :r. a 7 REVISIONS: r 3 4" ONE BAS • • . , a" 3000 PSI 'A M TPTIONAL� 8'X 32'POURED `,1 .• ... ,••e•' POURED CONCRETECONCRETE WALL M '� • • FOUNDATION WALL /J2500 PSI 24" X 6"COMPACTED j ;CONCRETE SPREPD FOOTING; '4+• ° Q8 �m DATE. 5 13 19 SOILBACKFlLL ___LLL .;;:;;;•, ., ;;:.�' . : r•� . •� r•,.j: :r ":�. ®<®�1A`P• �5' SITE:CANTRELL zsoo PSI. 24" 000 PSF NATURAL SOIL•\ • SECTIONS TYPICAL FRAME X 8" CONCRETE y y oR ENGINEERED 17LL� TYPICAL FRAME me �Ssto 00 ° SECTION SPREAD FOOTING \ \ — ®g�ea�AD0D4L � A . �. �, .�Y.��I>YN��Y.�Y.�Y.� SECTION (ENDWALL VIEW) (SIDEWALL VIEW) _ SCALE: 1/4" = 1 b„ SCALE: 1/4" 1'0" - •BUILDING DESIGN NOTES AND DETAILS BUILDER r : A4.1 GRADING & EXCAVATION A4.8 CONCRETE FLOOR(OPTIONAL) FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. ` SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. + � NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS � '. LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. ` BUILDING USE= STORAGE A4.2 FOOTINGS ; USE GROUP=U STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C ` FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=58 UNPROTECTED ! LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN FOLLOWED. DRY MIX CONCRETE HYDRATED IN—SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=1200 DESIGN A4.3 FRAMING BUILDING VOLUME (CU FT)=17,600 � 0 0 LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE, STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 135 MPH (3 SECOND CO LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN L__ N Ei YELLOW PINE, TIMBERVALUES FOR 3 PLY 2X6 GLU—LAM :FB=2150, FC=2050, LUMBER GUST), AND 107 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE, a>) > E > Q C FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF t � CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, 048" BELOW GRADE UNLESS NOTED OTHERWISE. 0 a USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. o SHALL• BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING C 0 D E S Y J 'r c A4.4 ROOF TRUSSES m 0. a ROOF TRUSSES SHALL BE PRE—ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: d O U) Y 2015 IBC/2017 NY SUPPLEMENT CODES In r0 0 T'o COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4.11 DESIGN CRITERIA: E SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING w OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS_ THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) J PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) W AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN Z J ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES p A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR (� _ EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Q = REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. O N TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE �.. SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1,2 MIL SCREWS, AND A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY 65 CLASS G 185 HARDWARE, THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. MINIMUM # OF 12D NAILS IN 14" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE' ALL INFORMATION SHOW* ON THIS DRAWNG IS THE TRUSS CARRIER CONNECTION TO POST: A X4" GRK RSS STRUCTURAL SCREWS, SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN—TO'S, ATTIC PROPERTY OF SHIRK VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. POLE AWING MAY NOT THIS DRAWING MAY NOT LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE PERMISSION BUILDER Wfl OAUT PERMISSION BNLDER ANC A4,7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWTER ARE RESPONSIBLE NOT APPROVED BY A CERTIFIED ENGINEER. TO VERIFY AUL DIMENSION' WITH #9 WOODGRIP, HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED ggeaaaaa40 BEFORE CONSTRUCTIOP COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING �� OF �" oo���® DRAWN BY ALS °.°.. MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED �. ,°° p #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 28 GAUGE PAINTED cL�� P' ° '�� REVISIONS' ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. �� METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPTS rt10 DATE. 5/13/19 BOTTOM EDGE OF STANDARD ROOFING MATERIALS. L e SITE:CANTRELL 41 DETAILS A 4- Awl ° eewo � Job cuss Truss Type Qty Ply 137051366 -. 81905186 1 FINK 1 1 Job Reference(optional) Superior Trusses,LLC, Ephrata,PA-17522, 8 300 s Mar 22 2019 MiTek Industries,Inc Fri May 1011 28.38 2019 Page 1 ID:a792mEPIEIsRtkxylgJBMbzHwKu-RvO2xWzsL 24fCNddBLwz5pX2gkliekoEuQrwuzHwl7 Q-10� 7-10-14 154)-0 22-1-2 30-0-0 30-10.13 10 7-10-14 7-1-2 7-1-2 7-10-14 10 Scale=152 7 5x8 4 00 12 1 2x4 17 18 2x4 /Z 3 5 12 67 15Q UZI 10 9 8 Io] 4x5 = 3x10 M18SHS= 4x5 = 4x10 — 4x10 = 1041-0 19-8-12 304-0 103-4 9-5-8 103-4 Plate Offsets(X,1)— [2:0-0-0,0-0-4],[6.0-0.0,0.0-4],[8.0-2-0,0-2-0],[10.0-2-0,0-2-0] LOADING (psf) SPACING- 4-0-0 CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.57 Vert(LL) -0.34 8-10 >999 240 MT20 169/123 (Roof Snow=30 0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.51 B-10 >702 180 M18SHS 197/144 TCDL 50 Rep Stress Incr NO WB 0.51 Horz(CT) 0.16 6 n/a n1a BCLL 00 Code IBC2015ITP12014 Matrix-MS Wind(LL) 0.15 8-10 >999 360 Weight:133 Ib FT=10% BCDL 5.0 LUMBER- BRACING- TOP CHORD 2x6 SP 240OF 2 OE TOP CHORD 2-0-0 cc purlins(3-11-8 max.) BOT CHORD 2x4 SPF 2100F 1.8E (Switched from sheeted Spacing>2-B-0). WEBS 2x4 SPF-S No 2 BOT CHORD 7-9-0 cc bracing.2-6 REACTIONS. (Ib/size) 2=249510-6-0,6=249510-6-0 Max Hoa 2=127(LC 8) Max Uplift 2=-532(LC 10),6=532(1_C 10) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown TOP CHORD 2-3=-5676/1182,3-4=492211043,4-5=492211043,5-6=5676/1182 BOT CHORD 2-10=-1013/5288,8-10=580/3566,6-8=1013/5288 WEBS 3-10=-1364/396,4-10--237/1614,4-8=23711614,5-8=13641396 NOTES- 1)Wind:ASCE 7-10;Vult=135mph(3-second gust)Vasd=107mph;TCDL=3.Opsf;BCDL=3.Opsf,,h=20ft,B=45ft,L=30ft;eave=oft;Cat II;Exp B;Enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed,Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10,Pf=30.0 psf(flat roof snow);Category 11;Exp B;Fully Exp;Ct=120 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2 00 times flat roof load of 30 0 psf on overhangs non-concurrent with other live loads 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. OF NE fw. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=1b) 2=532,6=532. �,`Q. Jp,N GAq°� 9)Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. .9 * r n LIJ LU 2 z (P�� 0.0800 v ROFESS10 May 10,2019 ®WARNING-Verify design parameters and READ NOTES ON 7111S AND INCLUDED AYTEK REFERENCE PAGE M1.7473 rev.10Po32015 BEFORE USE. Design valid for use only with MiTekO connectors This design is based only upon parameters shown,and is for an Individual building component,not a truss system.Before use,the budding designer must verify the applicability of design parameters and property incorporate this design Into the overall r building design Bracing indicated is to prevent buckling ofinrrmdual truss web andior chord members only Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabnrabon,storage,deffvery,erection and bracing oftrusses and truss systems,see ANSUTPII quality Criteria,DSB-89 and BCSI Budding Component 16023 Swmgley Ridge Rd Safety Information available from Truss Plate Institute,218 N Lee Street,Smte 312.Alexandna,VA 22314 Chesterfield.NO 63017 SITE DATA 0 �Lo��d JIM DEERKOSKI, PE 07 w rte/ DESCRIPTION _AREA_ LOT % REMOVE FILL phone: (631) 298-7116 CMF S ��� @g dt PROPERTY 41020.7 SF 0 4 ac otAREA - - 20 d�Visjo h r� , .9 d _ u % 'j 2 AREA OF DISTURBANCE 8000 SF - - - m r � C o ' N/IIN EXISTING HOUSE 3374.3 SF 8.2 % - - SNC E PROPOSED GARAGE 1200.0 SF 2.9 % 150 CY 20 CY / o Stu' eeJer �c`v 0.44'N DRYWELLS (3) - 30 CY 15 CY d C of 0 i Su �s d E� 00 tai o� V j t �d(/V. ° 6'N �� i 5� " ��((j�� FENCE TOTAL 4574.3 5F 11.1 % 180 CY 35 CY X SNC. ' +� �v QSCNR 0 Q o 33 0 00 C-D z 3 0, m W 0 0 j o o (0 o SILT (� ` V \ �o 5� FENCE / \ J o `LTFE � l • ��J CU - / CONCR� SON R Y syS M / O I - \I I to��n7,.,L I r ' / 0 o U j? r' o NC /�%" O moo. / o� / / �o Nq�o y 7(y 0 cn Mss 7(jv SO y C / % Q) UR r°°y RU6gRAGf 12p0 SF 40 0• 0.04 NoFF/Z�.HR: O C o N / C�ipgCTrye�5OPCF�tC PROPO MF / S60 j Q / nl 0 OQ - sur4.(9(9ujc!rp ' r dcr� 30 .sub s d t FEN 6'E �dyV;� ,, o [u / FkTr�FWAY NSroN DRAWN BY: JD OF NES, k 4/29/2019 SITE PLAN SCALE: 1" - 20'-011 SCALE: SEE PLAN ` F• ° ';`��,.�1 to �oN 7 PS S SHEET NO. 0