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HomeMy WebLinkAbout40758-Z �SUF OFOF t�' ��O�p CpGy Town of Southold 9/14/2016 o - P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38516 Date: 9/14/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4235 Deep Hole Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-16-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2016 pursuant to which Building Permit No. 40758 dated 6/8/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Bialeski,Felix of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40758 09-06-2016 PLUMBERS CERTIFICATION DATED AuthAKed Signat re �SUFFoc�.. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o, . SOUTHOLD, NY y pl, VSs 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#: 40758 Date: 6/8/2016 Permission is hereby granted to: 4235 Deep Hole Drive LLC 4235 Deep Hole Dr Mattituck, NY 11952 To: construct accessory garage as applied for. At premises located at: 4235 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-16-24 Pursuant to application dated 5/26/2016 and approved by the Building Inspector. To expire on 12/8/2017. Fees: ACCESSORY $400.00 CO -ACCESSORY BUILDING $50.00 Total: $450.00 0 B ding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 -APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences'and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy_-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: -7-- �n_, CT41 �,l L1�7! 1_&Ge House No. Street Hamlet 4 \Owner or Owners of Property: An/I e 9L � �J!! �1 a,/52 S*/' Suffolk County Tax Map No 1000, Section j Block Lot Z Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t// (check one) Fee Submitted: $ Applicant Signature of sorry®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 iQ roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 C®UI ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Bialeski Address: 4235 Deep Hole Drive City: Mattituck St: New York Zip: 11952 Building Permit#: 40758 Section: 115 Block. 16 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Steve Albertson License No: 3494-E 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 Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: September 6, 2016 OOElectncal 81 Compliance Form.xls �pF SOUTy� cOUN1V,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [_ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I ULATION �-[U AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C.v DATE INSPECTOR � o cou - TOWN -OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION = r [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS: . DATE a� s INSPECTOR '�`' SOUTyo� t�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: of DATE INSPECTOW������ �� , 1 � � • • „! �, . • . • • � . r -_ j � ti �� O . � � • � • r r-���p _ •� r b � e��� �v���s,�..._. 5:c � � � i � � �� � � ���� - � � ' • ___, —� .. r .w n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUII,,DING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � � Survey South oldTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined '20 Single&Separate Storm-Water Assessment Form Contact: Approved ,201 Mail to: Disapproved a/c Phone: Expiration ,204 D [Ec�B'V[E D Bui ding pector SAY 2 6 2016 PPLICATION FOR BUILDING PERMIT - Date 20 BUILDING DEPT. INSTRUCTIONS TOWN OF SOVMOLD a. This application MUST be completely filled in by typewriter or in ink 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. da , (Signature of applicant or name, if a corporation) 100 -2�y- C78', IgOJ+i+ucl-k NV (19-S (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0wV\ex- Name of owner of premises 14 v\A1P (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' L4235 Dee P f 6 1 C fit'i ve _,. .4 ,, 0-}-+4u ak W House Number treet - �"" Hamlet County Tax Map No. 1000 Section i I vZ Block Lot 50 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work _ (Description) 4. Estimated Cost i(01 45 — Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. OY 7. Dimensions of existing structures, if any: Front 5t A Rear 5T61 Depth .2:54 Height l�'Ou Number of Stories I Dimensions of same structure with alterations or additions: Front Depth Height Number of Morjie`slj ' ; U 1-1--17- I 's 8. Dimensions of entire new construction: Front -25'o Rear 25 ©'.. „Depth -21Qa b t_s iy Height ]v'y ad Number of Stories 9. Size of lot: Front 13y��04 Rear Depth Rog "70 77a--3,hPi:;�?' ,n �"e`rc.s.R$,.�•,'k�,�lJ`•:;v,a C'�i.0 �'ai�r"t.,s.t� 10. Date of Purchase M151 15 Name of Former Owner A l;fe l 11. Zone or use district in which premises are situated 1� -L40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO 14. Names of Owner of premises AAAf-4�Z ln/ 10,6k�ddress 4013�1$� �4"t-(ckPhone No. Co31''9 T900 7Z Name of Architect Address Phone No Name of Contractor5h-kd( ole. uCi Wi� LLC Address Phone No. 1717-Y4�T-484? 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF uAoIkSS: Ake tQ���S�,t being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the O W tee(• (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 SHAFftrMAfifiR NOTARY PUBLIC STATt OF NEW YORK Sworn to before me this SUFFOLK COUNTY day of m 206 UC.#01 MA625203 COMM.EXP 8- l p Notary Public Signature of Applicant I o��OF S0�/lyo � to Town Hall Annex Telephon 7 a V 54375 Main Road ,,aaxx P.O.Box 1179 G, Q ro er.richert IOW 1 7 Southold,NY 11971-0959 AUG 1 1- 2616 i BUILDING DEPARTMENT ' BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: p-5 b,j Company Name: Name: -11ewe �(- License No.: I Address: � J Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �- ,ti *Address: '�23 S� *Cross Street: Q S� *Phone No.. t Permit No.: Tax-Map District: 9000 Section: Block: i', Lot: -2 E *BRIEF DESCRIPTION OF WORK(Please Print Clearly) t° �& Lo r �.rs (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do you need a Temp Certificate: YES/ NO - Temp Information(if needed) I ' *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION I - 82-Request for Inspection Form 1 �� ��7C'�0)�CZ-��][\SVA\�C']EJ[�. Scott A. Russell h1 . �,���� SUPERVISOR r0 � AWANA 1EAMI 1EN T SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 i A CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑[✓ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[2fB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[Z C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[✓f D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted - -on FIRM-M- ap-of-any watar-caur-se: - -- - ❑6 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: Lot Section Block Lit ILD1�G nLP:'�RT�'LNT L:L (J�i FOR Contact Information. �✓ �����V�`� 7deynone tomad Reviewed By- - — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — //��s� Approved for proces�tng Building Permit. ryjav / — — Stormwater Management Control Plan Not Required. l(ic/IC �y 11952 ® Storrnwater Management Control Plan r�Required (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 87°19'20"E 167: _ 70' nlo�rkaeln X ng R , c i l�l�,, cs� O d�lop,house N' ..� 7�lvG'�Ika�{a t OS "w42521 w p�p a�'I� wA \• �I Lot 50 400' 1► �� �.�� GONG, /�!4 :STOOP fir/ I Lot 68 4 ;� N87019920"W'' 170.74' Lot - 51 AP R VED AS NOTED DATE: b.P.# � OCCUPANCY OR FEE: BY:--44- USE IS UNLAWFUL NOTIFY BUILDING DEPART AT 765-1802 8A TO 4P FOR THE WITHOUT CERTIFICATE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED OF.000UPANCY FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION TRUSS PLACARDING REQUIRED 4. FINAL - CONSTRUCTION MUST BE COMPLETE FO,9 C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF - „_, RD . aDDNpT�+R ,WITH;-�• 1.9 4m Rumo A7I� ♦ ' BUILDER I� a H I a I e 1 30' � n 00 a - n IN I in I 2-2X10 MSR SYP TRUSS CARRIERS DESIGN NEW BUILDING SPECIFICATIONS '� / LJ O CS�y cn 25' X 30' X 10'4' POST do FRAME BUILDING 0 i ; > rn 0-18' X 8' CONCRETE FOOTINGS (TYP) ! p 0 (5301 LB CAP; 4320 LB COLUMN Wil / ALL GABLE POSTS 1 1-3'0' X 6'8' 9-LITE FIBERGLASS ENTRY DOOR N O Q 0 EXTEND TO TOP Q O OF ROOF TRUSS 02-10' X 8' STEEL INSULATED CARRIAGE STYLE Y 0 c' OVERHEAD DOORS W/WINDOWS M2-36' X 44' THERMALPANE SINGLE HUNG WINDOWS Q O ® -3 PLY 2X6 GLU-LAM POSTS 8' OC (TYP) DO I 2X6 TREATED GROUND CONTACT SKIRT BOARD OWNER ;n 2X4 SPRUCE WALL GIRTS & ROOF PERUNS 24. OC - N N 2-2X10 MSR SYP TRUSS CARRIERS 08' SPANS N Io (991 PLF CAP; 540 PLF ROOF LOAD) OD TRUSS CARRIER TO POST-fi'X4'GRK STRUCNRAL SCREWS Y j J r 7 OEXPOST(2 PER SPLICE MIN.) 2331 SHEAR RATING N J PRE-ENGINEERED ROOF TRUSSES- W 1 4/12 PITCH, 48' OC, 30-5-5 LOADING J O Z 9D3 ROWS 2X4 BOITOM CHORD LATERAL BRCNG Q = H-10A HURRICANE CUPSY 29 GA G-100 PAINTED STEEL ROOFING do SIDING m d O V /12'� PAINTED STEEL FASHANG WITH VENTED SOFFIT N X W JG _ c0 12' PAINTED S EL VENTED RIDGEC AP W Lo I00 00 � NQ 2-2X10 MSR SYP TRUSS CARRIERS r ALL INFOTHS RMATION SHOP WNG IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC THIS DRAWING MAY NOT BE REPRODUCED RES WTHOUT 8 I PERMISSION DUILDER AND )�� OWNER ARE RESPONSIBLE 30' e``,�00` 116Ct8�;t7/ TO VERIFY ALL DIMENSIONS BEFORE�l/O�rP ORAWiJB CONSTRUCTION . Itl FLOOR PLAN �`��Q:•'P ° ••PAF••O�'�y REV EW e*• �� 1.��, REVISIONS SCALE: 3/16" = 1'0" C S� Ili: _ z ra g -a;jjj S DATE 4/13/16 �yN _ SITE BIALESKI ! '�'i��•••'0..0 14 � ��� FLOOR PLAN sONP������` Q 1 BUILDER j J I a I w H {V q V d C _v T 1 28 GA. PAINTED � 2 4 " STEEL 12"'X6" eH DESIGN HEMMED FASCIA LJ o 28 GA PAINTED STEEL 28 GA 6" WALL PANELS PAINTED STEEL > Q ATTACHED W/ SCREWS CORNER TRIM Q o a- o Q o _ O rn BASE Y cn ANGLE o 'cn cn cn r'l T o BACK SIDEWALL LEFT ENDWALL I OWNER 1 SCALE: 1/8" = 1'0" SCALE: 1/8" = 1'0" En � 28 GA. PAINTED STEEL r 12 RIDGECAP(VENTED) UJ r 28 Gk T PUNTED srEEl_ I 4r /6' RAKE TRIM Q = STEEL PAINTED28 GA. DOUBLE „0. ANGLE Z TRIM �/ 1L 1 W Lo ® ® ® ® LL Cq o ®® a® ME] aOD] L Ma 44' 36'z 44' � ® I PANE THERMAL PANE ALL HIS DRATINISTHEOW WINDOW ON THIS DRAWNG IS THE ® Ell® ® ® PROPERTY OF SHIRK POLE BUILDINGS LOG i THIS DRAWING MAY NOT 3'0"% 6 8” BE REPRODUCED WTHOUT I 9 LITE PERMISSION BUILDER AND FRONT SIDEWALL ENTRY tREMSIONS ARE DOOR RIGHT ENDWALL �,`�`9iy1111i1e1Al;�,f�,',/'/ TO To'ERF ALL SCALE: 1/8" = 11'0" SCALE• 1/8" = 1'0" �`� (�G,..• y��s� OPpF O �so w q- owe)CO w Ms (/t l ��ren l_e�Q/ ���'� DATE 4/13/16 SITE BIALESKI 'm /1 6y) � O�r'r� ''��A9O°.....�.. �` ELEVATIONS 20 � I � � FESS!ON�,���` � A I - ,� BUILDER Q 2X4 ROOF PERLIN PAMFD RDDGEGP 0 NAILS2X4 �� 2"RERERTIE G SIIIICIUiAL ROTRUSIS 120 2X4 ROOF PER \ 61EIL 20 GA.PAINTED C y St/0711E� PANTED S�IfS CLOSURE 21(4 CRiT OR PEION STEEL CALV.xNA0.4 PI1�.M WALL \tF v OVER SIRIFS 24.ON CENIf3t �µ•f>fOT I PFRIIED 'n 7RU55 2X0 Q �' 4-3}X^120 SCtif>aS Til u 1'WEA7ERTTTE GLV.RIAD3 KID ' I WAL SDMO VENTED C a P""ES p ONCE? STRUCTURAL DOOR TRIM HEADGATILEFFIT' o_ g'S POST � EAD DOOR l TRIMYETAL SIDING ! ROOF PURLIN ORK STRUCTURAL ERSTRIP - TRVSS SCRt7 TO POST OVERHEAD DOOR GABLE OVERHANG DETAIL ROOFING FASTENERS FABTENMO DETAIL CAS FASTENER DETAIL HEADER DIE AIL DET E scALE 1/2•- t'o• SCALE 1/2'-1'0• StiuF:1/2•-1'0• SCiuE 1/2•- ra• ii -1/2•- ro• Scu E 1/AI - t'o• DESIGN Lq O WALL PST PAINTED STEEL a_ — WALL POST 0 NUB 2X4 ROOF PERLIN DOOR .2X0 FACE BOARD > — I+ GW NAas / 1.0 � PER I 0 Q GAM •• 4 NAILS PER G.'PAINT ((STEEL ANLL ROOF F Y J i \ E "�n •• \CJIIiRI QN 2X0 01DENALL GIRT — BLOCK 7RU88 TO Tff OLOCK ENTRY DOOR 12•EAVp�YERHANO OJ n E FASTENING DETAIL FABTENER DETAIL JAMB DETAR T scALE 1/2•-ro' salE 1/2'- ro• Sm 1/2•- 1'D' srue" 1/2•- 1.0• OWNER —lll N 28 GA. PAINTED STEEL u) ROOFING INSTALLED W/ `2X4 BOTTOM CHORD SCREWS WASHERS Y 7•" PEF{MANENT LATERAL1691111- ;lm 11 11 (n W T- IE ILRACING(STRUISS 2X4 DMIGONAL BRACE W J } WO FOR SPACING) 2X0 SPF FIO11 10 BOTH FirriB PRE-diGINEFItID J O Z 2X4 ROOF FACE BOARD ROOF TRUSSES 24.OC PANTED �•oC m IL FASTrMfli Lu X W D vTaLTED W H PRE-ENGINEERED PANELS #1 SYP TRUSS CARAISRS INTO POST77 TRUSSES 48'OC. STEEL LL Co F H-10A HURRICANE CLI F&J TRIM Co 2-2X10 MSR SYP TRUSS CARR' 2X4 SPF SIDEYUALL gRi3 24.OC. WALL EMK:INC REDUitFIJEHIS: ALL INFCRMA710N 910NN 3 PLY 2X0 GW-LAY WALL BRACING PANUS INSMLO OROR AWPA U1 TREATED POSTS 0'OC TVP. ON T-0S DRAWNG IS THE POSTS B• OC. 7YP. REGUIRE]IEMS: OF WALL PURI.IEIS WITH SCREWS PROPERTY OF SHIRK 20T;i1 SIRUCNfI1L STEEL SIDIN POLE BUILDINGS LLC I THIS GRAVING MAY NOT 2X4 SPF WALL GIRLS 24• P M S WITH SCREW BE REPRODUCED 1NT OUT GRADE GRADE i PERMISSION ARE RESPONSIBLE ALL GRADE(BOR10Y pOfIW PSI Z(6 SYP SKIRT BOTREATtD 6S TREATED ` lgltteleop;/) BEEFF`D�CONSTRUCTION OF 510 M BY ALS //\/ /\//\/\/\/\/\ \//\/\// //\//\//\//\//\/\//\//\ \// \//\// I �����.•' �pFjL REV EW 3/4• P \�� \ \ \\D =>tr �i' 'yy�; REV SIGNS °D i//i/ //NO/\/�/i\/i\/i\/i\/i\/i FOGrrrG SEE STg/i\/i\/i\/i \/ r :< m• - 3000 Pg.CONCRETE FoOTNG I i\\j\\% /\\%\�3000\PSF SOIL/\\/\\// \%" ON FLOOR / Ll! I (SEE SIZE ON FLOOR PLAN) t7 /\\/. - \/\\\\i\��\��\\�\\//\\ •:�1��\��\��\����\�//\\\ / TTt 4J= DATE: 4/13/16 ^.: � �\/\/\/\j\/�\��\��\/�\�/\//\\/\ /\\/\\/\\/\\/\\/\\/\/�\/�\j�=' :;��e,•. U, ` SITE BI ALESKI TYPICAL FRAME TYPICAL FRAME \//��//\\1 ���OA °42• SECTIONS ,.•��2`a�� SECTION /i,/n SECTION ,� 9pF • (ENDWALL VIEW) (SIDEWALL VIEW) " �i�� essoN 4 7 SCALE: 1/4" = 1'0" SCALE: 1/4" = IV J BUILDER BUILDING DESIGN NOTES AND DETAILS FA4 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 a SURFACE WATER AWAY FROM BUILDING FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN , 1 NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4 9 STRUCTURAL DESIGN PARAMETERS ; j LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED ct A4 2 FOOTINGS BUILDING USE= STORAGE a STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT USE GROUP=U 0. �g EXPOSURE CATEGORY= C —v FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR, "a 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 j OTHERWISE SPECIFIED TOTAL NUMBER OF FLOORS= 1 A4 3 f FRAMING TOTAL FLOOR AREA (SO FT)=750 DESIGN I LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE BUILDING VOLUME (CU FT)=9200' � o LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND co YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU—LAM FB=2150, FC=2050 LUMBER GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE a`> > FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE ALL GROUND SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF o Q CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, @48" BELOW GRADE UNLESS NOTED OTHERWISE Q 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 LOADSa O0T� SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP O 0 A44 , ROOF TRUSSES A410 APPLICABLE BUILDING CODES Y J cn ROOF TRUSSES SHALL BE PRE—ENGINEERED GROUND SNOW LOAD, DRIFT LOAD, HESE PLANS ARE DESIGNED IN ACCORDANCE WITH H 0 E FOLLOWING BUILDING CODES Q •N COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE 2010 RESIDENTIAL CODE OF NEW YORK STATE l o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS DESIGN CRITERIA: Fz '' SPECIFICATIONS BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING A411 � OF 120" OC OR AS REQUIRED PER ROOF TRUSS DESIGN THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005OWNER RECORD HAS REVIEWED THE PRE—ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.111 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) N & IBC 107 3 4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) Q[ 1, A4 5 I ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) ❑ PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) Y AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADERV) UJr MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-05) J WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) W UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN J 0 Z ACCORDANCE WITH IBC SECTION 2304 9 1, 2308 10.1, AND 2308.10 6 A412 WARRANTY NOTES am Y A4 6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR m W ' EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, 2009 IBC AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN X W ❑ 2308.9 3 WIND BRACING REQUIREMENTS, IBC 2009 CONSTRAINED/ UNCONSTRAINED WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND J ❑ F- POST REQUIREMENTS& POST TO FOOTING CONNECTION. ALL FRAMING CONNECTIONS ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC W U) �-- SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS SPECIFIED NAILS USED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE LL V) F" I IN 60 ACO/CCA TREATED WOOD SHALL BE 12D HOT DIPPED GALVANIZED; A MINISTM A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY C 153 PLATED 1 2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE THE MUM STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, G AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2 THE MINIMUM AMOUNT OF 12D PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. NAILS IN 2X4 WALL GIRTS IS 3 THE MINIMUM # OF 12D NAILS IN 12'" STRUCTURAL SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE ALL INFORMATION SHOW ON THS DRAWNG IS THE TIMBER IS 1 PER " BOARD WIDTH TRUSS CARRIER CONNECTION TO POST �%4" ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN—TO'S, ATTIC PROPERTY OF SHIRK GRK RSS STRUCTURAL SCREWS SCREW VALUES; SHEAR STRENGTH=1328 LB, STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS POLE BUILDINGS LLC TENSILE STRENGTH=139,000 P51, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING 7M 5 DRANING MAY NOT BE1REPRODUCED WTHOUT LBS, MIN. BENDING ANGLE=35' PERMISSION BUILDER AND FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OMER ARE RESPONSIBLE A4 7 i METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED NOT APPROVED BY A CERTIFIED ENGINEER TO VERIFY ALL DIMENSIONS WITH #9 tafrl+f BEFORE CONSTRUCTION COLOR MATCHING SCREWS X FASTENERS SHAAL LLD OMPBLYR WITH HS THE ROOFING N&ESIIDING ���a`e'e�°•• N��°00o�P DRANN BY I ALS MFG'S REQUIREMENTS METAL SIDING AND ROOFING SHALL BE WARRANTED ,�tia�P't•, °OPp,°°Y0 /vow REV EW #1 GRADE 80,000 PSI MIN TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ;`C7 o• Q �. REVISIONS ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100 METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT :< gym' = DATE 4/13/16 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT, =C) ZDC LU BOTTOM EDGE OF STANDARD ROOFING MATERIALS %2 4J S SITE BIALESKI ip. S J���� DETAILS ° JA . 4 I ' (5972--Shirk Pole/Ben Benediksso -- Cutohogue, NY — 30A/Common/25412) THIS DIG PREPARED FROM CoMpDTER INpUi (LOADS&DIMENSIONS) SUBMITTED aY TRUSS BMF chord 2x4 SPF 2100f-1,8E R. ot chord 2x4 SPF 2100f-1.8E 120 mph wind, 15.00 ft mean hgt, ASCE '-05, CLOSED bldg, Located Webs 2x4 SPF Stud anywhere in roof, CAT I EXP cC psf. , wind TC DL=3.0 psf, wind BC DL=3.0 In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Wind loads and reactions based on MWFRS with additional C&C member CHORD TC SPACING24N OG) START(FT) END(FT) design. -0.88 25.88 BC 76 O.i5 24.85 Bottom chord checked for 10.00 psf non-concurrent bottom chord live Apply purlins to any chords above or below fillers load applied per IRC-09 section 301.5, at 24" OC unless shown otherwise above. Deflection meets L/240 live and V180 total load. Creep increase factor Trusses to be spaced at 48.0" OC maximum. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=30,00 psf, Ct=1.20, Ce=1.00, CAT I & Pf=20.16 psf. I i r 5X6 1.5X4 1.5X4 a 4 r r 4 4' 5-15/16" 4X8(A2) = 4X4= H0308= 4X4= 4X8( 2 I - 12' 6" I 12' 6 I 25' 0" Over 2 Supports R=2144 U=701 W=6" (2.723" min.) RL=231/-231 R ,144 U=701 W=6" (2.723" min.) ;PLT TYP. 20 !Gapa HS,WAVE Design Crit: IRC2009/TPI-2007(STD) FT/RT=2%(0X)/2(2) 15.02 r 10 NY/-/1/-/-/_/F Scale =.25"/Ft. ••1PlIRNIIlGI•• H14 II(O nlltJm to IpfES ar M15 Ob171MI5i ^•I+�Om7rtlrt•• Fu1WlsH THIS[lii$1�.TD ALL CONmuTORS 111CAM M T.9 Ips-AUMM. G TC LL rr„n n 4.re a.tra. roc. raer,en I y. In dl, O.inlepl q. „.Calll ep 9 30.0 PSF REF w murct aa.c.m ar acyl (er„Ie.,y Cmrpa,�nc saraty tn►oreaer-, "°""°•�"'"a vr•` °"°roll R6697- 6759 Perfo nrrq er.se reneeldes. IMUI lace arull Provle0 "' TPI ii° a^) K` >+,aty�r.eeleea prl 5.0 0 PSF i e ere eMl1 r.- ly IV TPI Par aesl. Ilnlm,y--eeror pri I • '1� TC DL Prw.rlr.eeacney.tr�e z DATE 03/15/16 d ��� ry. Loo..e,ors ar.,w,n,r Perlru;rnt talur.l rrextra rnt or•elre•rol:rme,a �'y aswelry L� 1�..�. �7 a�,o.e,a�ll�l.. �PPIy Plak.m.�rx.er tr"„P..I BC DL 5.0 PSF rm Je.ne to r,Ic. Itib mesa vt,w M1lse, °"r"r-er°'I w" a''tom DRW AWUSR6697 16075001 •IP1m, a dlvia.en of I7.6111e, ns^,fl[L1-z fx.,enaare Plam p++ICIaM, -Inq.a ry r i—i r.Ie "e ._."resp Ing. I m .r.,.—a.,y rra M. N ~ BC LL 0.0 PSF MO-ENG S AN ITW COMPANY Imknl Ieelen a enol em eroas In eolHorrroe.ler msri,Pl ,,er roc I.orol .I.,pplr.a, LS/SLS .y.r encs... =';•,: �.tlr hint t.:'M.M'r.I lr,rl.....�r.,R....r.r...1.I,I.�.le..rl, A �O b16i11.1 TOT.LD. 40.0 P F Irr�Rt, r.y.rlel I I „� t>� 4-a,-..r mI.G_I q M .ten..1,t. S SE4N- 461548 +elpat De SNIle�O q'er sra Nr1I,.I d.l lr iNsirmi T S_.x. R� SS1dNA\• DUR.FAC, 1.15 j Mrrylstdfklsllla.MO,M43 Fer—IM tl-v.v tlrla Jm'e perrvr.l mem ALPINE: ml b.cn,;TPI:...,tplrse.arp,trq,p,,pa��dd tticr[v bb vltoe: Cry. ICC: er9 SPACING 48.0- JREF- 1 VP06697702