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HomeMy WebLinkAbout46531-Z �o�QSUEE01k G Town of Southold 10/1/2022 a :,Ae�` P.O.Box 1179 oC= • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43466 Date: 10/1/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 745 Golf View Ct.,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-132 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. 46531 dated 7/1/2021 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: non-habitable non-sleeping accessory garage as for. The certificate is issued to Benson,Dulcinea&DeCarlo,Frank of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46531 5/18/2OA2 PLUMBERS CERTIFICATION DATED '0 Aut rize Si to e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE S • � � 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#: 46631 Date: 7/1/2021 Permission is hereby granted to: Benson, Dulcinea PO BOX 2022 Shelter Island, NY 11964 To: Construct an accessory garage as applied for. Replaces BP#43888. At premises located at: 746 Golf View Ct., East Marion SCTM #473889 Sec/Block/Lot# 30.-2-132 Pursuant to application dated 7/1/2021 and approved by the Building Inspector. To expire on 12/31/2022. Fees: PERMIT RENEWAL $247.80 Total: $247.80 Building Inspector �g11FFo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY yh01 ao�� d 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#: 43888 Date: 6/19/2019 Permission is hereby granted to: Benson, Dulcinea 84 White St Apt 9B New York, NY 10013 To: construct an accessory garage as applied for. At premises located at: 745 Golf View Ct., East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-132 Pursuant to application dated 5/20/2019 and approved by the Building Inspector. To expire on 12/18/2020. Fees: ACCESSORY $445.60 CO -ACCESSORY BUILDING $50.00 Total: $495.60 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 cqmpleted 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: '74- 6V A 11-U 6 7' House No. f Street Hamlet Owner or Owners of Property: DR�/d✓'10 e UV f/C t o S Suffolk County Tax Map No 1000, Section 3 Block 2 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificat . (check one) Fee Submitted: $ r •pplicant Sign OF SO!/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dulcinea Benson Address: 745 Golf View Ct city:Eastmarion st: NY zip: 11939 Building Permit* 46531 Section: 30 Block: 2 Lot: 132 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Genovese Electric License No: 47769ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 6 4'LED 4 Exit Fixtures Pump Other Equipment: 100A Sub Panel 32 Circuits /7 Used Notes: Acc. Garage Inspector Signature: Date:,� May 18, 2022 S.Devlin-Cert Electrical Compliance Form * #laf so TOWN OF SOUTHOLD BUILDING DEPT. `�courm,N�' 765-1802 INSPECTION /fOUNDATION 1 ST [ ] ROUGH PLBG. [ ] - OUNDATION 2ND '[ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL -[ ]' FIREPLACE &CHIMNEY"` [ ] FIRE SAFETYINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] =ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR /O REMARKS: DATE 8. ZU-yo INSPECTOR 0E S0UTy�l H -7 L4 57 Q / Vv 1 iv - ti o # # TOWN OF S UTHOLD BUILDING DEPT. `ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) < ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE « 2� INSPECTOR �^ OE 50U1yo6 "1\ f TOWN OF SOUTHOLD� BUILDING DEPT. �yco 765-1802 . . .INSPECTION [ ] FOUNDATION 1ST .,[ ] ROUGH PLBG. [ ] FOUNDATION 2ND XSUFINAL NLATION/CAULKING FRAMING /STRAPPING [ , [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPEC ION [ ] FIRE RESISTANT CONSTRUCTION [ "] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lVFf2,- AV s DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) v 'FOUNDATION (2ND) toP ►� o clo ROUGH FRAMING& PLUMBINGH INSULATION PER N.Y.. y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS E-50 yq. It/Z i No • 'z ,H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL "Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 "PIanning Board approval FAX: (631) 765-9502 2 Survey V11 Southoldtownny.gov PERMIT NO. 3�0 "`Beck �ptic Form 'Nustees E.C. �ustees c� O trao �.Application 1� �od Permit Examined ,20 �'��j �ngle&Separate Z 2 a-uss Identification Form �Q St rm-Water Assessment Form Contact: Approved 20 Disapproved a/c �c- Phone: Se3l Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 15 S� , 20 INSTRUCTIONS 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 iVmNkal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, ou . g code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signat re of applican or name,if a corporation) I�2s` 64A- 1JWZ SW7�jP, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �hdr`hoar, Name of owner of premises rmt �IeOqylo I)-ti/C% Bal SI J (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. Sd'Ff 60# 70 -+20 — 14-( Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which ro osed work w' l be ne: House Number Street Hamlet County Tax Map No. 1000 Section �� Block 2• Lot 3 �— 1 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 Bu ',di_ . Addition ) Alteration Repair Removal Demol' fo '' Other Work 4. Estimated CostFee f (T6,6e`(pafa on filing this application) 5. If dwelling, number of dwelling units J Number of dwelling units)ori,ach floor If garage, number of cars tea, J�� ':' ..•.14=:. 6. If business, commercial or mixed occupancy, specify nari arid,- extent of each type of use. ,j 7. Dimensions of existing strictures, if any: Front'S�` R Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase l.1Pe 2,007 Name of Former Owner 11. Zone or use district in which premises are situated 9r/20 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO (/ 13. Will lot be re-graded? YES NOA—Will excess fill be removed from premises? YES NO 14. Names of Owner of premises beyT& Address 04 E10Is/- Phone No. .7/7 Name of e it ec —SOS . 6G4e 9- Address t7ZS1-16Ai Phone No 83/—;KT-29,T`9 Name of Contractor Rl- Q CIM S f' Address C*`!WA 7i1— Phone No.63/- 77 0%?9 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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) SS: COUNTY OF di ) -- -bsPp fiSck$1 i=7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, s�, (S)He is the � E— ka-el (Contractor,A ent, Corporate Of icer, etc.) of said owner or owners, and is duly authoriz4tb perform or have performed the said work and to snake and file this application; that all statements contained in this application are true to the bes is owledge and belief; and that the work will be performed in the manner set forth in the application filed therewi h. Sworn to before me this 9 011 - day of MO 20j_ low TRACEY L. D Notary Public BLIC,STATE OF NEW YORK S• ature of A plic nt No.01 D W6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2: WMG DiEPd 1CLYil7MCl —Eleeb'3m]FEHSpeae'r BUILDINGOWlp- -[OWN OF SOUTMm H .nom- q,75 �Aaf Yt iRoad-PO,Bob 1�i l7Q- Sauthdd. New York I 19j,t-09.552 �. .: `'•i'�l Ti�ph 1t'83 1)T65-18,024 - FAX(831 17654592 45 APPLICAMON F R.ELECTMCAL INSPECTION Ff ECTRIC' d 'J, date.? 3 ` - wl19pt3n 'KlTJe: :Gar' EC Efer-Phone No 431-MI-5M, re+qu an,emkzid copy of Comte of Ico+pce JOB SITE INFORMATION irm o ,": • Phone Mm: 'Befe ' 'Pri ' moi#=jdd'�'� rid7t Tom:map tris raf 100a secga .'.w i BRIEF DESSCRIPMON OF WORK ONCLUDE SQU, .ARE FOOTA E�Pfe P'dnt,Cleary): I Wmw Cirde JM 9 T hat Apply- r 0sj6b.meady for impeefim?: s El No 0 Ra , urs 0 � Do ymul need a Temp Ced fcats?a a . r----' N0 fssm-ad.On i . Temp Info r ffen: i[AH ISGIME PIML Y pn stze:. 'A :9 MOS ElmewSarmceEIF119 Elsamice Re-conmeld,ElumdogroundoolmMea0l 9iLmmLergm n Lama's I a, H'FraL , Y A.ddManAf6fGnmafion,-_' '777 -------- PAYMENT®QBE Wff. ,APPLICATION AN (_j !b i.l,' 2�n1 ING DEP IMEr.i I -Ele�1cm] fr1�P �ar t Bu►�u►N�v�N�. u TOWN OFSOtTHOLD OfF SOUTH , xi a r0p N %em, Hai Annex- 54:375 Main Road - P0 Box 1;172 s;� Southold, New Y,G 11€+7 ` ,M1ry. Telephone �t 31)M-1 802 - FAX.(831) 765-QE0 PLICATION FOR ELECTRICAL INSPECTION1 ELECTRECM, INFORLM ION w mmzzm R=-rte Dart=: 5 : ripa vy Name: Gerve-Eee Ele & r Ei-ztrioe °s Warner- Ed 2hrn'0SVq �( er�Eatt -� Lia � No.: T E g7" lkttb alpq—�E - - Eleo_ Phare Pilo: 634-4-61-585-& 0 f. request an ernaiil cop; est Certiffzate of Compfznm EI'ec_Address.: Weekff Ear:,Mount;Ecktai..NY T1766; .SOB SITE INFORMATION, j�ll1f%6-' 3J'M F'941fred) Namr--: Fronk DeGarla- dress-- 7' . MGt Cross Stz'ge�-=t Rk Vi:µ Phoma too.: 94,7-&3&-62Z1;7 B14Permit n: 53. 1 email: dull .E nsonraa&nst & Tax Map Distict 1930 Secion: Bbck: 2 Lot M, BRIEF DESCRIPTION OF ViOR14% INCLUDE SQUARE FOOTAGE (Please Print Clearly): wf serice in garagim buWfrg,. • - .13guare.Footage: Circle AtI That Apply: Es !oh read} for pe n?: 'SES 0 NO 0 Rough In Final Ido you need a Temp Certifcate?: Li YES Q NO Issued O Temp Informa;t:aow- Ajj[ruxn=nn rt---qlr� sem v 'SIM U RA[]3 Ph v ze: A =VAV.em Old Mater E]Me W G ICeEl FIM RS rMe&.:(]F1,00d ReCOMMeCt ELSEWICe-R,-*C*nnsct[]unds-i-grryim E]oven.ea:!i 1 Unr� srgraund Later".I ,_ l 0 H Fr3ma :.= Pote wart mane Ott i�F�Btr�? Y K Add��onal lafamation: PAYMENT DUE't+i'ITH APPLICATION XV GJ- b PERMIT# Address: Switches ' Outlets GFI's 11 Surface) Sconces H H's 4 UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: 17 , ,cl Comments. FISCHETTI E N' G I N IE E R1 N G May 17, 2019 Southold Building Department Main Road Southold, NY 11971 RE: Building Permit for 745 Golfview Court, East Marion This is just a quick explanation of this permit: The client contracted a"modular company to provide two building that are normally garages. One structure in the attached plans is called a garage with a dormer.This-will be used as a Seasonal Guest House and will be attached to the main house. The second garage will be a 3 car detached garage. I have attached my plans for the attachment structure,which contains a full hath.The plumbing for the bath will be connected to the existing main house plumbing. If you have any questions about this matter please do not hesitate to contact me. )Very truly yours, e Fischetti, PE BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FIB CHETTI.CDM F16CHETTIENGINEER INS.COM 631 -76S-2954 1 725 H O B A R T ROAD S O U T H O L D , N E w Y O R K 1 1 9 7 1 1 C IH E: IT T' 1 June 19, 2019 Town;of'Southold Building Department , ATT: Damon Rallis Damon, Please find attached the:recisions to the;plans for the project at 745 Golfview Court, East Marion;"NY. I hope thismeets'with your sati`sfactio h. Very truly yours, eph'Fischetti;..PE� JUN 1-9' 2019 710 BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEFHl7Q FISCHETTI.COM FISCHETTIENMINEERINO.COM 631 -765-2954 1 72 5 H O B A R T ROAD S O U T H O L D , N E W YORK 1 1 97 1 Verity, Mike From: DULCINEA BENSON <dulcinea.benson@me.com> Sent: Saturday, December 19, 2020 4:53 PM To: Verity, Mike Subject: 745 Golfview Ct East Marion, NY permits extension Hi, We contacted your office last week about extendinffie rmits 43888 and 43887 at 745 Golfview Ct East Marion NY.We were told to email you and we coul keit a 6 monflhensinn,._P_ease let us know if anything else is required. Thank you. Best, Frank DeCarlo Dulcinea Benson Sent from my iPhone ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Town Hall Annex. ��•�" Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P.O. Box 1179 y Southold, NY 11971-0959 BUILDINGDEPA TPAE' NT . NOTICE"OF UTILIZATION OF TRUSS TYPE CONSTRUCTION., PRE-ENGINEERED WOOD CCNSTRUCTI.ON ANDIOWTIMBER CONSTRUCTION Date: Owner: �v►IC ��'�/fiv�� �Jv1 C!h bac S:6 � Location of Property: '� y' 4;�. '��? CV Please take notice that the (check applicable line): New residential :structure - . tX_ Addition to existingresidential structure—. , Rehabilitation to an:existing,residential structure to be constructed or performed at the subject prooer#yt'reference above will utilize (check applicable line): Truss type constr`.uction.(TT'): : ' Pre-engineered wood.con'str&tion:(PW) Timber construction (TC) in the following locations) (check applicable line): Floor framing, includ%ng`girders'and,beams:(F), Roof froming'.(R). ` : -: _•. .. Floo nd roof framing (FR) f�►^ ��5 � ' O 747 Signature: . - Name.(person sub. itt g this form): Capaci{y(check applicable line): Owner Owner representative TrussReskeg15.docx Effective 1/1/2015 Scott A. Fussell �P, SIC'ORMWAXER SUPERVISOR �V}(A\1A\(G�]E1�VlC]El��C' SOUTHOLDTOWN HALL-P.O.Box 1179 O gown of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 '`Y,� �� �- 1Fj( R . c CHAPTER 236 - STORAIWATER NIANAOEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) TOES THIS 1PROJECr. INVOLVE ANY OF THE FOLLOWING: i Yes .No (CHECK ALL THAT APPLY) ❑R A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. j ❑[91 B. Excavation or filling involving more than 200 cubic yards of material } within any parcel or any contiguous area." f („ r Site__ n�.r�"ion !b l slap exceed 10 feet vertical ride "to 100 feet of horizontal distance. El M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El0. E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. 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. _. __._.._....._.. t _ _. -- .. ._. ... _......r 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 Stormwatcr Management Control Plan and a completed Check List Form to the Building Depnr`tment with your Building Permit Application. _.. S.C.T.M. �. 1000 rite: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District NAME th6epA F5Ckajh P a ? - 13 2 5-go � tv:rn Section BlockLot FOR /� R.f JiLDING DEPAP,1'1�'ENT LSE ONLY �/ Contact Information: 3/ —'7 6� it4:�Ns;Vuw:F,i Reviewed By: C �_- - — _. ._ — — — -- — --- — — — -- — — -- -- Dale: ✓�� �� Property Address / Location of Construction Work; -- -- — — - — — — — -- . — —q— CJ_ Approved for processing Btli;ding Permit. 7� 't r El tormwater Managernent Control flan Not Regt:ired. --_-_----- 5�m f. _.._----------- Stornnwater Management Control Pl:r is Require,. -----— �o rv,;r to i ng,rcerng Depar;rnela fps Revievr.) i it APPLICANT: S.C,T.M. $: 1000 CHAPTER 236 Wroperry owner,Design Professional,Agent,Contractor,Otber) _ , Z /3Z Stormwatelr:Management Control Plan CHECKLIST �TdsP�h ns��at�i � section Block Lot S M C P -Plan Re utrements; Provide ONE co of the Building Permit Application. N ME: q PY �" �" ?k The applicant must provide a Complete Eyplanatlon and/or Reason for not providing �dS Date: all Information that has been Required by the following Checklist! IT". Site Plan drawn to scale Not Less that 60' to the inch MUS! NO NA If You answered No or NA to any Item, Please Provide Justification He,-el show all of the following items: if you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries _ b. Total Site Acreage. 4 c. Existing - Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§23e-17((x2). d. Test Hole Data indicating Soll haracterlstics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the:Site (Minlmum7lntervals) Si g, Location of all existing&proposed structures,roads, driveways, sidewalks, drainage im covernernts&utilities. h. Spot Grades & Finish Floor Elevations for all existing&: proposed structures. I. Location.of proposed Swimming Pool and:d:isphalrge.ring: '. Location of proposed Soil Stockpile Area(s): k, Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). Na M. Location of all proposed erosion&sediment contro measures, 2. Stormwater Management Control Plan must include Calculations showing that the storrnwater Improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(2')Inch rainfall/storm event. 3. Details 8 sectional Drawings for stormwater practices are required for approva Items requiring details shall include but not be limited to: � a, Erosion & Sediment Controls. — b, Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaehin2 Structures (e.¢.)nfiltration basins,swales,etc.) 1:0f-1 ENGINLERING DEPARTMENT USE ONLY I 1. Additional Information is Required. Reviewed & 1 Stormwater Management Control Plan is Not Complete. Approved By: � - - -- - - - -- _ .- - - — — — — — Storm!water Management Control Plan is Complete. Date: 1 SMC, has been approved by the Engineering Department. I FORM ' SWCP Check List -TOS MAY 2014 I' SURVEYED FOR: DULCINEA BENSON & FRANK DeCARLO LOCATED AT: EAST MARION,T/O SOUTHOLD,SUFF.CO.NY. LOT: 1 3X�5 CI, MAP OF: "MINOR SUBDIVISION OF GOLF VIEW" 5a`5ed.,a� cont P j0 j04 S.C.T.M'.# 1000-30-2-132 o N N A SCALE: 1 "=50' NQ00 6a°3 , e`a�b�\co59 y of VIC\ 100NOTE: < QF All proposed structures shown with dimensions and property line setbacks O o as well as location of subsurface 2PPM h5 2 sanitary are as per owner info and/or �, F #t5�y \ 2 �� Architect design. o). oS�Cema\�S 0 foo i pP0 �2 N602 \�� O Ob,2 6 PG 9\ 6 0 %\ r 6tame �coP O \;IC Nat\s��e e\eGR`eG��G i P� o L Z N N Ca��fence 0 0\ Ndm� O�z „�, � A\ O vZ �y� 6805g'� O � open �PN�NSF \ 0 07 C� REVISED 0 .0 2 04-30-2019 \'OFILE# 52528 2 WILLIAM R.SIMMONS 3RD.L.S.P.C. 128 CARLETON AVE, EAST ISLIP,NY,11730 PH 631-581-1688 FX 631-581-1691 DATE:12/13/2017 SCALE:1"=50' DRAWN BY:E.S. No SURVEYED FOR: DULCINEA BENSON & FRANK DeCARLO LOCATED AT: EAST MARION,T/O SOUTHOLD,SUFF.CO.NY. LOT: 1 MAP OF: "MINOR SUBDIVISION OF GOLF VIEW" > S.C.T.M.# 1000,-30-2-132 ' SCALE: 1 "=50' w` o�� 382°, °°0� Z FZE�GNP N 6$ 6� el N A�� \a1 m NOTE: OF G 3 \e\\ ds o5ri. All proposed structures shown with- N� decK %- yR5 dimensions and property line setbacks PN� v 3h\. a S�OR��1L D O as well as location of subsurface �. 2 N\Ey -o o �f sanitary are as per owner info and/or CPlrvil' Architect design. off. CD o5llema`�s \. 0 1 o �c.P Q same �o x1 0 \ CIO ®•Q K 363 21 ep\a• U� a �7� e6 s\oa 1112 5 9a a9e'�' fn v�15\d > aal�ame 320 > C0o C10- 0 fo 6. taon O� a opcov �\ e m SASh\ y\ 6Came pomp po 3 <�•. 'a5 a G�o5U� e\eo mape�\ `s1lQ`` � OO�EO P t^ 1 92bro PGS o '/ifence TIT,1, Nj SpC�t<a`� �O n� v� < ` �Q Oyu o s 6ao 5g' 251 M ON Z SGP o v &N �4 0 G) .0 O NSF G %,� 49237 ,4, O 0 090\ CPN tiSF SVP <T SD LAND C� FINAL SURVEY - OA 2 8-10-2022 FILE# 52523 2C� WILLIAM R.SIMMONS 3RD.L.S.P.C. 128 CARLETON AVE, EAST ISLI P,NY,11730 PH 631-581-1688 FX 631-581-1691 DATE:12/13/2017 1 SCALE:1"=50' 1 DRAWN BY:E.S. N 67°28'40" E 126.100' N 68°38'20" E 364.310' 4' D1411,WD!A 1420 P1AD DW - M I LOCATION 4' rlegw. t`,'dia ",12014)ading \nh 1)['`�[_. �.t�.l..Ul1.'I I(�:�S SIZ1. 1'1����L'111117 � `�[ i „ „• .� , , q, ,-..art `'.`---" as +' t r '/�L'il ,.�t' C)I (_ AR, '� _'*a �.►�'�It c�fr., ,11- X 2"1.2 �' -1+1 �..11 .2.1 �.E', � [' - 3A I 'I' DI;1;P, IS' D[AJ !� +�f �+ t I s s 1 .i 7 .1 ! 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P171"F1RAT011-P PIPE TO DIS11FNSE RAIN WATER, [=ND 3�1T1�.1'T-T '�)�.�': h� .� yh r�'F tl'� .r, r NA-1-1 r' ' d7}titd71S Rr��ir� galreloil da r,af. :] F]LI- �.:��.`*�:�;E.�:`I�Ei�,C� `I'C� \'[SOI[. M �+��,�. IIT � 4' den".8' diii r;.,,. - D1 C:) �' t L C11--(r.K1INC- LiJ 0 01.11..1ON A FOR SOUTH SIDF1'.(_) 4' DEI-P, K D]A +9 CAT--H F I I;v RAIN GARDL-i'%* (pre.r rri:d) R;$B 60 c� o 00 M ETAL �,rp GATE er�r r7N - ONI N.t'IIII DC7jt T(Ui'�1.�IOC r:�15 S 68°59'00" W 478.350' SITE PLAN BASED ON SURVEY FOR k`p DULCINEA BENSON &FRANK DECARLO ". LOCATED AT EAST MARION,TOWN OF SOUTHOLD, SUFFOLK COUNTY LOT 1 NIAP OF"MINOR SUBDIVISION OF GOLF VIEW" SCTM# 1000-30-2-132 I , .r 50I x1.111-IHT f BY WILLIAM R. SIMMONS 3RD, LSPCSITE PLAN 0.F WAY u' T 128 CARLETON AVE, EAST ISLIP, NY 11730 _ „ 4. T 631 581-1688 SCALE: 1" = 20'-G" u LATEST REVISION: 11/16/2019 ` Ir..•yLD AND DESIGNS BY JOSEPH FISCHETTI, PE PO BOX 616, SOUTHOLD, NY T 631 765 2954 DATED 6/18/2019 CNLY ITEMS IN RED HAVE BEEN ADDED BY STUDIO A/B ARCHITECTS MAIN ROAD ( NYS RT 25 ) ORIGINAL CALCULATIONS BY OTHERS 17 NOV 1 8 2021 BENSON STORMWATER CALCULATIONS SITE DATA SCTI 11000-50- -132 BUILDING DEPT .3D TOWN OF SOUTHOLD C-41R.AriE F64 51:-, 2'' RA'N.Pr1 144 /22.33 U5: I]I G rTdia X S FT Ci'vp -C- LOCATION ARES, LOT`}u CX.CAVAT-0N RLL 144 C'I' = 6 4 Lr F}I?'r"'.'.''_t.l. I)P.00i'R 9i4,2K2�r 2.7Y'orre5 DISTUR&ANCE 22,0905F - _ PROJECT: No. Description Date HuEITAPLE SPACE F-64 SF x 2' RPVN;�Ir 1.14/22,33 US_ l2'I 6 FTdia X 4 FTConr A, STORMWATER MANAGEMENT 24'X3,6' _ 144 CF =b 44 LF IY'Ij-IW,;;r511°,L 13V1:r 1,3 L._ - MAIN'HDUSE 1320 SF x 2" 4.AIN;'hr 221.6.E,12.22 Uk_ 121 S FTdia�.r1 FTd-ep -B- BREEZE'�'1Nr 1+1.1 SF 0.1 =: 21 ecu.Y:). 5 CU.Y�'. studio a/b architects 2f :'XS' r' =221.6 C; 5.25 LF 0Rr''r'.'__L GUEST 14CUSE 821'1 5F 0.9 135 CU VD. 40 CLI. YD, 651 West Main Street, _ Riverhead, NY 11901 D AR B(:a 5F 0,91 1315 CI_I Yr) cri 01 wry 631 591 2402 ale g M. /TF 631 3231426 O'RI:rErrb:; . 1C0 SF sr :Altd;'hT 6C6.?J.12.22 US_ I nis studioabarchitects.com .0'X25'= 1033 S� = G66.7 CF 15.9 LF 9 Y @ 12'Y250= 1320`:,F DRYWELLS ISEE LAN; 35 ACU.YO 10 cu VD mailing address: PO Box 444 �� a Orient NY 11957 '��-cJJ ` 0 02�gsk�y0 TC T U 3192 5F 3.2 32.5 CU.YD. 95 CU.�,D. INFORMATION TAKEN FROM A SURVEY BY WILLIAM R. SIMMONS, SURVEYOR DATE-D 12/1.3/17 Owner: Dulcinea Benson & Stormwater Layout Frank DeCarlo Project number 21237 Date 11/11/2021 In property Tax Map#: Drawn by GB 60 1000-030.00-02.00-132.000 Checked by HA n STORMWATER LAYOUT 745 Golf View Court N site street address: c� 1 - 20-0 C. 01 East Marion, NY 11939 Scale 1" = 20'-0" ,I ' . ,c°.;fir, G o I N 68 38 20 E 364.310 p;�,Ti`_� �C__1.. �•�. '-��� � . N 67 28 40 E 126.100 3 _ — — — SILT FENCING 1. Fein==. \ R I � SOIL \I "'\ B ;----� 2. F'�C>!.; .,-? LOCATION - '`, 3. i',IS'_'Lt.T I W �' 4\ A /� WDW WDW � C!1 E!' CC T -a C - BILCO \ _t_ WELL DOOR 1 , \ / '� �`. WELL \ (V Al.L Com' isliil.'^,;: l � ` I T li{ 7 \ o ((�� '71j-'. ; .;��-•LCtt 1 YORK 36.0STATE. I r�,., �.!c ^, FOR ' ! wO I Vv'.JL4 I� 36.0' \ Lu CESlr I ERNORS. 1 PROPOSED \ p CriMPLY WITH ALL CODES 0►' W PROPOSED UNCONDITIONED FINISHED 12.0' EXISTING 2 STY s, _ N a a� d' ray YURK STATE &TOWN COD GARAGE N HABITABLE SPACE o FRAMED HOUSE wDw -\ti N WELL \ G' AS REQUIRED AND CONDITIONS F p I \ SOumoLo TOWN ZBA Z 12.0' / \ ST/ — \ w SOUMDTaNN PLANNING BC RD �...... Eli PROPOSED \\ wDw WELL I/ p \I \ SOUTNOLOTOWNTRUSTEES t 1 44 WOOD WALK \ A / LP/ _ N.Y�.DEC E � , \ CONCRETE �i B` ® I WASHOUT O \ _ cz / BGY 0R ,_ 13 Ui\'LMVlr' " I CLRTI ICAT'- 1W f� z I X00 C� � a o _ Gi r OCCUPANCY W p SILT FENCING N w O o m Q LL _ T I _F- m (7 _ z lz o I CATCH I ro O �j I BASIN \ O- i\ B ; o w �o L 00 00 M ETAL GATE ELEC. MTR. I 6'X6'FRAMED CONSTRUCTION WATER PUMP ® UTIL. ENTRANCE O ENCLOSURE POLE S 68059'00" W 478.350' ?y� Y ' Y a m� � Lu , u 50' RIGHT :�: J SITE PLAN ILL V) OF WAY w SCALE: 1" = 20'-0" o Q yJ��Eg (4G�Irk ()` UJI -F-� Z 50' MIN. Q) V�n LoI8'O"X.C. BUT SEDIMENTSUFFICIENT ONTSITEKEEP HAY BAIL AND/OR W co Cn I SILT FENCING N GRADE w MAIN ROAD ( NYS RT. 25 ) C1 Q x o c 1 vW > w F- /) r A r `\ o Q o �y y zLLJ a: O c� O �� a o l W o -------------------------- o � a PERSPECTIVEVIEW i Q� a� BENSON STORMWATER CALCULATIONS SITE DATA SCTM 1000-30-2-132 p 3 b � I o GARAGE 864 SF x 2" RAIN/hr 144/22.33 USE (1)6 FT dia X 8 FT deep -C- LOCATION AREA LOT% EXCAVATION FILL 24'X36' = 144 CF =6.44 LF DRYWELL PROPERTY 98,282 SF 2.256acres - - 36"MINIMUM2 2 FENCEPOST I \ZCONSTRUCTIONTPANCE FOUNDATIONM ACTED d _. I 30NEENDY.ATEO.T.PROVEDC.A. DISTURBANCE 22,000 SF FILL18"in.)OVEISTINGADERAINAG E. m r HABITABLE SPACE 864 SF x 2" RAIN/hr 144/22.33 USE (2) 6 FT dia X 4 FT deep -A- WOVENRENCE 24'X36' = 144 CF =6.44 LF DRYWELL 6 6-101F) EXISTING HOUSE 1320 SF 1.3% 0525" .3% - � �FESS10 PLAN VIEW � - FILTEROTH Z MAIN HOUSE 1320 SF x 2" RAIN/hr 221.6/42.22 USE (2)8 FT dia X 4 FT deep -B- BREEZEWAY 144 SF 0.1% 21 CU.YD. 5 CU.YD. SLOP oN 24.4'X54.5' =221.6 CF 5.25 LF DRYWELL GUEST HOUSE 864 SF 0.9% 136 CU.YD. 40 CU.YD. DRAWN BY: JF I GARAGE 864 SF 0.9% 136 CU.YD. 40 CU.YD. GR DRIVEWAY 4000 SF x 2" RAIN/hr 666.7/42.22 USE 6/18/2019 EMBEDLTEROTH ADF I EXISTING GRADE 40'X25'=1000 SF =666.7 CF 15.9 LF (4) 8 FT dia X 4 FT deep DW -B- MIN.6"INT000ND R 0 A D 12'X250-1320 SF DRYWELLS (SEE PLAN) 35 CU.YD. 10 CU.YD SCALE: SEE PLAN 4" Z CONSTRUCTIONTRANCE FOUNDATIONMPACTED �O HAY BAIL AND/OR I FIOLL18En.OV ISTINGADERAINAGE. o NOTE: SILT FENCING TOTAL 3192 SF 3.2 /0 328 CU.YD. 95 CU.YD. MAXIMUMAINAGEEA � '� SHEET N O. 1 REONEARET CROSS SECTION INFORMATION TAKEN FROM A SURVEY BY T.3 ' WILLIAM R. SIMMONS, SURVEYOR DATED 12/13/17 �. SECTIONTAIL JUN 1 9 2019 '--- TEMPORARYNSTRUCTIONTRANCE , S I LT F E N C ETA I LS SCALE:NTS r o SCALE:NTS l i seal: ROOF TRU55 (SEE PLAN L,ATERA�LAINALL BRACING 4 INA�LL "° A o`,. FASTEN BLC)GKING G�N�R,�L STRUGTURA�L NOTES G�N�RA�L STRUGTURA�L NOTES . � e� • �r -�- TO PLATE r1/0.131" PROVIDE x 3 LONG NAILS® GONTINUOus FLOOR 5HEATH I NG 5PEG I r I GAIT I ONS 8 O.G. •DE516N 15 BASED ON 2015 RESIDENTIAL CODE OF NEW YORK STATE 5HEATHING OUT TO FOUNDATION EDGE of FRAMING ITHI5 MODEL HA5 BEEN ENGINEERED TO RESIST •WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N r ' GABLE END TRU55 PROVIDE GABLE LATERAL FORGES RESULTING FROM: •DE516N 15 BASED ON 2015 RESIDENTIAL CODE OF NEW YORK STATE SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. �ysFoQ 822 `' 5HEATHED WITH 055. END BRAGING 115 MPH WIND SPEED, EXP. 13 •FOOTIN6 DE516N - 2,000 P5F ALLOWABLE 501L BEARING •DESIGN LOADS: Ross�o� PRE55URE 15 A55UMED. BUILDER/GONTRACTOR MUST VERIFY. ROOF 5NOW = 23 P5F (30 P5F GROUND 5NOW TRU55E5) II II PER TRUSS , FASTEN F.A. TRU55 To II II (ASCE �-10 WIND MAP, PER IRC R30I.2.1.1) to P5F B.G. MANUFAGTURER PROVIDE 2x4 BLOCKING ® DEAD = 1 P5F T.G. BLOGKIN6/PLATE w/(1) I 45" O.G. IN FIRST(3) BAYS R15K GAT. 2 4 5E15MIG GAT. A/B. •FASTEN 2x4/6 SILL PLATES TO FED WITH A MINIMUM OF 2 ANCHORS ©COpmgtrt:Muctural nglnee " LOAD DURATION FACTOR = i.15 _ Structural Engtneering,Inc 51MP50N Hl CLIP -- OF ROOF TRU55E5-GUT TO PER PLATE, 12 MAX. FROM PLATE ENDS - UTILIZiNb: FASTEN 130TTOM CHORD OF FIT TIGHT BETWEEN TRU55 130 MPH WIND IN 2015 I RG MAP . 1/2" DIA. X 8' LONG 51MP50N TITEN HD 0 C-O" O.G. SOIL 2000 P5F A55UMED ALLOWABLE BEARING GABLE END TRU55 TO DBL. BOTTOM GHORDS UNLESS NOTED OTHERWISE ON PLANS. PRESSURE (TO BE VERIFIED BY BUILDER) 0. CD J 8t 055 RIM- 1-Jo15T5 -SEE PLAN TOP ®A 6 o%IMP50N A35 ENGINEERED DESIGN WA5 COMPLETED PER •ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ PERIMETER J awc 2015 IBG (5EGTION I60q) a A50E 7-10. FOUNDATION SHALL BE PRESERVATIVE TREATED 50MERN PINE #2, GENERAL FRAMING 5HT6. SPLICE. FASTEN DRYWALL TO = z o (5EE DETAIL 1,1 BLOGKING w/56REW5 •BUILDER TO VERIFY GORR0510N-RE5I5TANGE COMPATIBILITY OF •ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN STANDARD m 2x EXTERIOR HALL 2x EXT.WALL /NAILS® b" O.G. CONNEGTION5 TABLE (IBG TABLE 2304.10.1) OR ON PLANS. ALL z -SEE PLAN (SFJ=PLAN EXT. WALL 5HEATHING 5PEGIFIGATION HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE-TREATED NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR LU a WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIERS TO GOORD. � L 91/16" 05B OR {5/32" PLYWOOD: CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER + < - •FOUNDATION WALL5 4 FOOTINGS SHALL BE PLAIN CONCRETE, U.N.O. MANUFAGTURER'5 REQUIREMENTS FOR MAX CHARTED CAPACITY. Z TYPICAL SHEA,,R TRAtNSPER FASTEN SHEATHING w/ 2 a" x 0.113" NAILS 0 6" O.G. AT NOTE: HANGER5 USE COMMON NAIL DIAMETERS NOT TYPICAL TYPIGA�L GABLE ENI; BRACING IV EDGES 4 0 12" O.G. IN PANEL FIELD. (TYR U.N.0) •CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN FRAMING GUN NAILS. nTAtllk. ROOD •HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL THE FOLLOWING MIN. GOMPRE551VE STRENGTHS IN 28 DAYS,U.N.O.: w (DWALE, 914'--1'-0" SCALE: 9/4"=I'-0" PArL4t M FRAMINs � • EXT. 4 INT. BEARING WALL5 SHALL BE 2x4 OR 2x6 (AS 5HOHN ON W W '5 PANEL EDGES I5 NOT REQUIRED BY THIS DE516N f c = 4,000 ps2: ....... FOUNDATION WALLS z, EXCEPT FOR TH05E AREAS SPECIFICALLY NOTED. 3,000p si. ....... FOOTIN65 4 INTERIOR SLABS ON GRADE PLANS) 0 16" O.G. 5PF "STUD" GRADE LUMBER,OR BETTER, U.N.O. ';jt >¢ E • o ' 3,500 psl: ....... GARAGE 4 EXTERIOR 5LA65 ON GRADE HALLS OVER 12' TALL SHALL BE PER PLAN. •ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED fy = 60,000 psi • ALL INTERIOR BEARING WALL5 ARE A55UMED TO BE SHEATHED w/ W OF AND ARE CONSIDERED SHEAR WALL5. 6YP WALL 130ARD (ONE 51DE MIN.)OR PROVIDE MID HT. BLOCKiN6. .� o •ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 .., o c M L6 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. *ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE W o N SLOGKED PANEL EDGES - - - - -- - n- -- - -t r - •ALL FOOTIN65 SHALL BEAR BELOW FR05T LINE (TYP)OR 12" MIN IN HEM-FIR #2 (HF) LUMBER, OR BETTER. SUPPORT ALL HEADERS/ - `IL __- - _ 1 I I I •AT DE516NATED AREAS - FASTEN 5HEATHING w/ REGIONS WHERE CODE FR65T DEPTH 15 NOT APPLICABLE., CONSULT BEAMS W/(I)2x JACK STUD 4 (02x KIN6 STUD, MINIMUM. 5IMPS2 2" x 0.113" NAILS 0 6" O.G. AT ALL PANEL EDGES SOILS REPORT OR BUILDING DEPT. FOR MINIMUM DEPTH BELOW - THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDICATES THE I I cENTE N ATS14 STRAP NUMBER OF JACK STUDS REQUIRED,U.N.O.. CENTERED AT C.CJRNER OF � AND 12" O.G. IN THE PANEL FIELD OR 13/4" 16 6A GRADE. I I 1 I OPENING w/(36)23/B"x 0.113" STAPLES (7/b" GROWN) ® 3" O.G. AT ED6E5 4 o 6" • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR6IN 501L OR •ALL NON-BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED NAILS(38'MIN t�L6TN) 0.6 IN FIELD. ALL 5HEATHING PANELS SHALL BE q5% COMPACTED FILL. WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX., U.N.0) kl I I ( ORIENTED VERTICALLY (LONG DIRECTION PARALLEL • HEADERS IN NON-LOAD BEARIN6 WALL5 SHALL BE: WINDOW/ NII TO 5TUD5) AND INSTALLED FULL HE16HT OF SHEAR •PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB (1)2x4!6 FLAT 0 OPENINGS UP TO 4',(2)2x4/6 FLAT UP TO 8'. OPENINN60 "I I Ul WALL - OR - 2x HORIZONTAL BLOGKIN6 SHALL BE EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY • M&K project number: •) I ( I PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL 70 DEVELOP. ALL FRAMING LUMBER SHALL BE DRIED TO 15% MG (KD-15). _ ED6E5 4 EDGE FASTENING. • JOINTS 5HALL BE LOCATED ® t0'-0" O.G. (RECOMMENDED) OR 179-19006 15'-0' O.G. (MAXIMUM) • FOR 2 4 3 PLY BEAMS OF EQUAL 13/4" MAX. WIDTH, FASTEN PLIE5 ib'(MIN.) 16"(MINA 5" O.G. EDGE NAILING • JOINT GRID PATTERN SHALL BE A5 OL05E TO 5QUARE5 AS T06ETHER WITH 3 ROW5 OF 3"x0.120" NAILS ® 8" OIG OR 2 !ROWS project mgr: BSM P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO Y4"x3)'2" 51MP50N 505 5GRE115 (OR 3Y2" TRU55LOK 5GREW5) 0 16" •AT DE516NATED AREAS - FASTEN PANEL ED6E5 OF CONTROL JOINTS SHALL NOT BE INSTALLED IN STRUCTURAL 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR drawn by: NSR/AMA • REQUIRE:D ONLY A OPENINGS A5 SPECIFIED ON PLAN. • • DETAILSIMILAR AT BOTTOM CORNERS OF wINDOW5. WOOD STRUCTURAL WALL 5HEATHIN6 TO FRAMING w/ 5LA65 GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY issue date: 04-30-19 , • STRAPS TO BE INSTALLED ON EXTERIOR FACE PF 2 2" x 0.113" NAILS o 3" O.G. AND 12" O.G. IN THE CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GR:EW5 2" FROM EDGE. SI-ITG.4 MAY BE MOVED 1142"FROM EDGE TO ALLOW 8 •TYPICAL REINFORGEMENT DETAIL5: PROVIDE 3" MIN. CLEAR FOR WINDOW NAILING PANEL FIELD NO STAPLE ALTERNATIVE AVAILABLE COVER WHERE CAST AGAINST EARTH, 1112" MIN. CLEAR COVER 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF AT THI5 5PEG. ALL 5HEATHIN6 PANELS SHALL BE NAILS FOR 2x6 4 2x8 MEMBERS. REVISIONS: ORIENTED VERTICALLY (LONG DIRECTION PARALLEL A5AIN5T FORMS. LAP ALL RE13AR 48 BAR DIAMETERS MIN. (24" TYFIGAL EXT. WALL INT. TO STUD) AND INSTALLED FULL HEIGHT OF SHEAR FOR #4 BARS) 4 BEND BARS AND LAP AT CORNERS. PROVIDE 6" ' PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS ; date: initial: WALL - OR - 2x HORIZONTAL BLOGKtNG SHALL BE HOOK INTO 5UPPORTIN6 FOOTIN65 WHEN FOOTINC75 INTERSECT. CONTINUOUS TO FNDYBEARIN6. BLOGKIN6 TO MATCH P05T ABOVE. 3 SH�:AtRINAtLL OPENING ELEVATION PROVIDED TO SUPPORT UNSUPPORTED PANEL E06E5 •DIMENSIONS BY OTHER5, 13UILDER TO VERIFY. •VINYL SIDING FASTENERS SHALL BE 0.120" (P NAILS WITH A 0.313" SGW.I°: NTS AND 3" O.G. E06E FA5TENIN6. HEAD OR 16 GAUGE STAPLES WITH 3/8" TO Y2" GROWN. FA5TEMER5 •CONCRETE MASONRY UNITS (CMU) SHALL BE A5TM Gq0 WITH A MIN. SHALL BE 5PAGEO AT 16" O.G. OR A5 5PEGIFIED BY THE :I NOTErj COMPRE551VE STRENGTH OF Ig00 psi (F'm=1500 psi). MORTAR SHALL MANUFACTURER INSTRUCTIONS OR TEST REPORT. ,I BE A5TM 6210, TYPE 5. CMU DE516N PER AGI 530 4 530.1. •SEE CONNECTION SPECIFICATIONS DE CHART FOR .CMU FOUNDATION WALL5 SHALL HAVE 'DUR-O-WALL' HORIZONTAL FLOOR FRAMING STANDARD SHEAR TRANSFER DETAILING. IF ADDITIONAL CAPACITY 15 REQUIRED BY DESIGN, JOINT REINFORCEMENT (OR EQUAL) - q 6A. MINIMUM ® 165" 0.6. IT WILL BE SPECIFICALLY NOTED ON PLAN. MIK SM.-MAY 2012 •I-JO15T5/TRU55E5 SHALL BE DE516NED BY MANUF. 70 MEET OR EXCEED LML30 LIVE LOAD DEFLECTION CRITERIA. (EXCLUDE.5 1 •IDE51GN ASSUMES 16" O.G MAX. STUD SPAG(N6,U.N.O. STONE/MARBLE OR NET BED CONSTRUCTED FLOORS - CONTACT I •ALL 5TRUCTURAL PANELS ARE TO BE DIRECTLY M4K FOR EXCLUDED FLOOR DE516N5) ,APPLIED TO STUD FRAMIN6. a •PER THE 6UIDELINE5 OF THE TILE COUNCIL OF NORTH AMERICA 1 •PRE-MANUFAGTURED PANELIZED WALL5: (TCNA HANDBOOK), IT SHALL BE THE FLOOR FINISH IN5TALLER'5 FASTEN TOGETHER END STUDS OF WALL PANELS RE5PON51BILITY TO VERIFY THAT THE FINISHES TO BE INSTALLED 5HEAT14ED w/055 OR PLYWOOD w/ 3 x 0.120 MATCH THE DE516N CRITERIA NOTED ABOVE (UNDER "DE516N NAILS o 4" O.G. (THRU ONE 51DE ONLY) LOADS") •METAL HANGERS SHALL BE SPECIFIED BY MANUFACTURER, U..N.O. INDICATES EXTENT OF INT. 056 •1-JO157/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENG. .•II ...I 5HEARWALL, BLOCKED PANEL E06E5, FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. AND/OR 3" O.G. EDGE NAILIN6 IK sn40 -MAR 2016 •FLOOR 5HEATHIN6 SHALL BE 23/32" A.P.A. RATED '5TURD-1=FLOOR' 24" 0.6, EXP05URE I (OR APPROVED EQUAL) WITH TONGUE AND GROOVE E06E5. FASTEN TO FRAMIN6 MEMBERS W/ GLUE AND CONNECTION 5PEGII=IGATIONS (TYP. U.N.O.) - 2 in x 0.131" NAILS o 6"o.c. o PANEL E06E5 4 o 12"6.c. FIELD. - 2 8" x 0.120" NAILS 0 4" O.G. o PANEL E06E5 4 0 8" O.G. FIELD. - 2 8" x 0.113" NAILS o 3" O.G. o PANEL E06E5 4 o 6" O.G. IN FIELD. r n DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS L 1 ROOF FRAMING J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* • ROOF SHEATHING SHALL BE 7/16" A.P.A. RATED 5HEATHIN6 24/16 ,Q LU SOLE PLATE TO J015T/BLK6. (3) NAIL5 0 4" o.c. (3) NAIL5 o 4" o.c. EXP05URE I (OR APPROVED EQUAL). FASTEN TO FRAMIN6 MEMBERS STUD TO SOLE PLATE 2) TOENAILS (3) TOENAILS* - w/ 2 2" x 0.131" NAILS ® 6"o.c. o PANEL ED6E5 4 0 12" O.G. FIELD. j, TOP OR 50LE PLATE TO STUD 2 -NAILS (3) NAILS RIM TO TOP PLATE TOENAILS o 5"o.c. TOENAILS 0 6" o.0 - w/ 2 $" x 0.120" NAILS 0 4"o 8 .c. ® PANEL ED6E5 4 0 " O.G. FIELD. IWT BLK'6. BTWN. JOISTS To TOP PL. (3) TOENAILS (3) T0ENAIL5* w/ 2 e" x 0.113" NAILS ® 31o.c. o PANEL E06E5 4 0 b" O.G. FIELD. Q DOUBLE 5TUD NAILS 0 24" oc. NAILS 0 16" o.G. •FASTEN EACH ROOF TRU55 TO TOP PLATE W/51MP50N H2.5T ,,y� Z DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. •1 EFAL HANGER5 5HALL BE SPECIFIED BY THE MANUFACTURER, U.N.O. W 91 I;z DOUBLE TOP PLATE LAP 5PLIGE q NAILS 1N LAPPED AREA it NAILS IN LAPPED AREA •ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH 4 ENG. (� z TOP PLATE LAP 0 CORNERS 4 (2) NAILS (2) NAILS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. l INTERSECTING WALL5 � O • ERECT AND INSTALL ROOF TRU55E5 PER WTCA 4 TPI'5 8651 1 W I_.., RAFTER/TRU55 TO TOP PLATE (3) TOENAILS+ (3) TOENAILS + "61,110E TO GOOD PRACTICE FOR HANDLING IN5TALLIN6 4 BRAGiN6 (I) 51MP50N H257 (i) 51MPSON H25T OF METAL PLATE CONNECTED WOOD TRU55E5." 6AB. END TRUSS TO DBL. TOP PL. TOENAILS 0 6" o.c. TOENAILS ® 6" o.c. O R.T, w/ HEEL HT. g Y4" TO 12" 2x10 BLK EVERY 3RD BAY 2x10 BLK EVERY 3RD BAY •ASPHALT 5HIN6LE FASTENERS SHALL BE GALVANIZED STEEL, ' FASTENED 70 DBL. TOP PLATE FASTENED TO DBL. TOP PLATE STAINLESS STEEL, ALUMINUM, OR COPPER ROOFING FAILS, MINIMUM 12 w/ TOENAILS® 6" O.G. w/ TOENAILS o 4" O.G. GAGE (0.105") SHANK WITH A MINIMUM 3/g" HEAD AND OF A LENGTH R.T. HEEL HT. 12" TO ib" 2x12 BLK EVERY 3RD BAY 2x12 BLk EVERY 3RD BAY TO PENETRATE THROUGH THE ROOFING MATERIALS AND THROUGH T. w/ E L THE 5HEATHIN6. FASTENERS SHALL COMPLY WITH A5TM F I661. FASTENED TO DBL. TOP PLATE FASTENED TO DBL. TOP PLATE w/ TOENAILS 0 6" O.G. w/ TOENAILS 0 4" O.G. MIK 5TRO- . MAR 2016 R.T. w/ HEEL HT. UP TO 24" LAP WALL 5HT6.w/ DBL. TOP PL. LAP WALL 5HT6. w/ DBL. TOP PL. J j� 4 INSTALL ON TRU55 VERT. - 4 INSTALL ON TRU55 VERT. - w r FASTEN w/NAILS o 6" O.G. FASTEN w/NAILS o 6" O.G.' R.T. w/ HEEL HT. 24" TO 48" LAP WALL 5HT6.w/ DBL. TOP PL. LAP WALL 5HT6. w/ DBL. TOP PL. 4 INSTALL ON TRU55 VERT. - 4 INSTALL ON TRU55 VERT. - W FASTEN w/ NAIL5 0 b" O.G. FASTEN w/ NAILS 0 6" O.G. o PROVIDE 2x BLK ® EA. BAY AT PROVIDE 2x BLK 0 EA. BAY AT TOP OF HEEL TOP OF HEEL# WALL TO FOUNDATION WALL 514T6.LAP w/SILL PL. 4 sheet: FASTENED PER SHEAR WALL 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PACIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ' ARE 5HOWN) 1 I • I :Y i� I I I ; 12 12 Ln CU I + 4' CD i ®�® *Door not exactly as pictured *Door not exactly as pictured *Door not exactly as pictured + 00 + Concrete pad prepared according to local codes Concrete pad prepared according to local codes . Concrete pad prepared according to local codes11 Concrete pad prepared according to local codes Building Specifications Foundation attachment: -Pressure treated sill plate - 1/2"Anchor I every 6' Walls: -2x6 Wall framing, 16"O.C. -Double top PLATE 24'—0" -DOUBLE bottom plate -7/16"OSB sheathing -Housewrap -Painted James Hardie fiber cement siding 2nd Floor: -16" 1 Joists, 16"O.C. (BLI 60-40 PSF Live Load + 10 PSF Dead Load) -3/4"T&G OSB flooring Roof: (2) 1 X 16" -Engineered frame trusses, 2'O.C. (2) 1 X 16" (2) A34 CLIPS LVL BLOCi1NG LVL WIND BEAM FASTENED -7/16"OSB sheathing So-, SECTION A BE BLOCKING/ FLUSH -Synthetic underlayment BEAM W/ A34 CLIPS (1 EACH SIDE OF FLUSH -3/4" Purlins 36' �— BEAM) -Corrugated metal roofing Special Note: If a knee/stem wall is added on top olthe pad charges will apply. Please speakwith Sheds Unlimited about the R.O. neec IIS - before pouring the pad. ENGINEERED TRUSSES @ 24" O.C. UP II _ _ II — 1 -0 12'-0„ N i 12,-0„ II I I, SECTION B 36”x 54"Window with II II ! NOTE: 1 '-0" I single jack studs and I I 1 triple 2x6 headers II II WOOD MEMBERS TO BE S.P.F. 36"Wide stairway with I #2 OR BETTER 2 rough cut safety railing around the stairs and I I I SD— stairwell on2nd.floor II I 2X4 BLOCKING @ 48" of I Cf) O.C. IN FIRST 3 II 11 ! - LO M " I � SS BAYS (2) 1 �" x 16II 11 -------- N LVL FLUSH w ; 3'Prehung door with I -------- N single jack studs and III I I I M --- - ----triple-M-headers------------------------------------------------ -------- S I M P S 0 N STRONG-TIE ----------------------------i I�-—- ---- �r 2 X 6 STUDS @ 16" 0.C.— a; Rough opening in knee I III I--------- I w wall must be 41" SEE DETAIL 3/SD-1 III 2 1 /2" DIA. X 8" LONG TITEN H1 HURRICANE CLIP � III = �-------- LU III SD-1 `-I�� HD'S @ 6'-0" O.C., MAX. 12" EACH TRUSS Zm Qw --------------------------------------- -----_ --- --------------------------------------- -----_ _________ !!II I FROM CORNERS, AT LEAST (2) BOLTS PER SILL SECTION, DOUBLE TOP PLATE GROUT SOLID EVERY CELL IN Y i i i I III O U I i i i i i i I m — THE COLUMN THAT INCLUDES 36"x 54-WindowO Hith M I I 9single jhck studs and o THE ANCHOR BOLT (3000 PSI triple 2X6 O MIN.) 9'x 8'Garage door with 9'x 8'Garage door with 9'x 8'Garage door with III O j double jack studs and CTtriple I j double jack studs and triple I I double jack studs and triple III I J I J 1 3/4"x 9 1/2"LVL beam I I 13/4"x 9 1/2"LVL beam I I 13/4"x 9 1/2"LVL beam III j 00 —__—_ Rough opening in knee wall ; ; Rough opening in knee wall ; Rough opening in knee wall III 2 X 6 P LATE Q M I must be 9'6" must be 9'6" must be 9'6" _——_—_— O 2X6 TREATED BOTTOM PLATE o� i w ---- ----------- --- --- --------------------------------------------------------- - - - ___ - - -------- --- --------------------------------------- --- - ---------- ---- d A P P R O X. GRADE SLOPED 1 /2" SLOPE FLOOR 0 R 2" --- ----- --- --------------------------------------- -- - ��J +, CO�N? + ��J +� 00 PER FOOT AWAY FROM BLDG. `� 1 ----- ��tic��s �,��`'G �,��?+� ti1���G �,���+s �,���G GARAGE 0DOORS N -------- °° 2'-3" 9' 2'-3" 9' 2' 3" 9' 2'-3" 3(S/ f— I I I—I 11=1 I I-_ P v v v 11=1 I—III- — 11=III- Cn 'II-III-I ON 95� COMPACTED FILL 111-111- 3" O.C. EDGE NAILING — SEE NOTES O W� I�I—III 4" 3500 PSI CONCRETE 1=III- SECTION B I -III—I 111 SD-1 •��� I-III OR VIRGIN SOIL II-II '� -�� ISI- 4 CRUSHED STONE 6 CMU 11- �m CD � o:a.o�. . o ° o.�. 8 CMU W/ TYPE S MORTAR 1 4" = 1 ' - 0 " MIN. 16" X 8" 3000 PSI / ^ Sheds Unlimited Customer: Drawing Revisions Drawn By: Page No: CONCRETE FOOTER 2025 Valley Rd Frank Decarlo Floor Plan 4/1/2019 Kyle Zook1 » » Morgantown, PA 19543 745 Golfview Ct Scale Date: 2 T X 36PAPER Phone: 717-442-3281 East Marion, NY 11939 3/16"to 1 24x36 Le G 3/12/2019 office@shedsunlimited.net gac yara g SECTION A 4/30/ 19 o cuss runs Type ty y Frank Decado o Truss Truss Type ty y Frank Decado o I Truss I Truss Type ty y Frank Decado 6903425 GE1 COMMON SUPPORTED GAB 2 1 8903425 GE1 COMMON SUPPORTED GAB 2 1 8903425 P1 PIGGYBACK 19 1 Job Reference(optional Job Reference(optional) Job Reference o tional Su nor busses Ephrata,PA 17522, an Horst Run:6.300 s Mar 22 2019 Print:8.300 s Mar 22 2019 MiTek Industries,Inc.We Apr 17 10:26:36 2019 Page 1 Superior Trusses,Ephrata,PA 17522,Dylan Horst Run:6 300 s Mar 22 2019 Print:8.300 s Mar 22 2019 MiTek Industries,Inc.Wed Apr 17 10:26:36 2019 Page 2 Supenor Trusses,Ephrata,PA 17522,Dylan Horst Run-8.300s Mar 22 2019 Print:8.300 s Mar 22 2019 MiTek Industries,Inc. Wed Apr 17 10 26:37 2019 Pa e 1 ID:CmGGdMUf6K5KeQBSHolslSzWn_L-AH2Bbvu706g2YTUP5NeXw4JgJNFgApzHyV6G3lzPs3X ID:CmGGdMUf6K5KeQBSHolslSzWn_L-AH2Bbvu706g2YTUP5NeX gJNFgApzHyV6G31zPs3X ID:CmGGdMUf6K5KeQBSHolslSzWn_L-eTcaoFvl9Qov9c3cf49mSws2tnryyvK2RB9spbkzPs W 132-8 NOTES- 1-2-8 2-5-0 -4.1015 10-9-8 t2-0� 24-" 2 -10 8 13)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,29,30,23,22 except(jt=1b)32=104,28=124,31=160, 1-2-8 1-2-8 0-1041 10-9-61-z-8 1-2-8 10-9-8 d-10-� 24=124,21=161. 3x6 ii 2-5-0 1 Scale=1:65.3 14)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 3x6= Scale:1.5•=1' Band Gables Seperatley 9 u 3xs\\ 15)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 3 Open Gable 8 12 LOAD CASE(S)Standard >p 12.00;12 7 13 6 12.00 12 6 T 34 — 1 35 14 T 1 5 4 I 2 V3co W1 r� 5 m 5 15 yr 1 v o 61 T4 4 0 3x6/i 3 3-0-8 9 S 3 16 3x8 11\ 4 1 3x6 �o 3 2 41 3 �xJ 42 2 17 d2 x8 11 1 18 2 1� c� yl v a iv C, 32 31 30 29 28 27 26 25 24 23 22 21 20 2x4= 2x4= 3K8 11 5x6= 12-M 24-0-0- 0-0-11 1-10-5 2-5-0 4-" 12-0-0 12-0-0_ 0-6-11 1-3.10 0-_6-11 1 Plate Offsets(X,Y)— [9:0-2-0,Edge],[11:0-' 8 Edge],[l8�1-81,[28:0-3-0,0-3-0],[32:0-4-12,0-1-8],[34:0-0-0,0-1-12],[34:0-2-8,0-0-12],[35:0-0-0,0-1-12],[35:0-2-8,0412], Plate Offsets jX,Y)-12:0-2-6,0-1-01,L10-3-0,E_dge],[4:0-2-6,0-1-0] _ [36:0 1-12,0-0-0],_[37:0-0-0,0 1_12],j38:0 1-12,0 0 0�,139:0_0_0,0-1_123[39:0_2-4,0_2_0] LOADING DING(Ps30.0 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP (Roof Snow--30.0) Plate Grip DOL 1.15 TC 0.01 Veri 0.00 4 n/r 120 MT20 169/123 TCLL 30.0 Plate Grip DOL 1.15 TC 0.19 Veri 0.00 18 n/r 120 MT20 169/123 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Veri 0.00 4 n/r 120 (Roof Snow=30.0) Lumber DOL. 1.15 BC 0.14 Vert(CT) -0.00 19 n/r 120 TCDL 10.0 BCL2 0.0 ' Rep Stress Incr B YES W0.00 Horz(CT) 0.00 4 n/a n/a B Rep Stress Incr YES W0.31 Horz(ST) 0.01 20 n/a n/aBCDL 10Code IRC2015ITP12014 Matrix-P Weight:5 Ib FT=10% BCLL 0.0 ' Code IRC2015/TPI2014 Matrix-S Weight:143 Ib FT=10% .0 BCDL 10.0 LUMBER- BRACING- LUMBER- BRACING- TOP CHORD 2x4 SPF-S li TOP CHORD Structural wood sheathing directly applied or 2-5-0 oc purlins. TOP CHORD 2x4 Si No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 Sli No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SPF-S No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):9-11. MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 10-"oc bracing. be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SPF-S No.2 WEBS 1 Row at midpt 7-28,13-24 Installation guide. JOINTS 1 Brace at Jt(s):33,34,35,37,39 REACTIONS. (Ili 2=93/1-3-10 (min.0-1-8),4=9311-3-10 (min.0-1-8) MiTek recommends that Stabilizers and required cross bracing Max Horz 2=-22(LC 12) be installed during truss erection,in accordance with Stabilizer Max Uplift2=-24(LC 14),4=-24(LC 14) REACTIONS. All bearings 24-0-0. Installation guide. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. (lb)- Max Horz 32=283(11­C 12) NOTES- Max Uplift All uplift 100 Ib or less at joint(s)20,29,30,23,22 except 32=-104(32 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; 12),28 coons 2'14),31ess at j 2 14), 6 except 14),(LC 411(20 39 Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right Max Grav All reactions 250 ),or less at joint(s)26 except 3 9),30 38 41),20=391(32 ex ed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 late n DOL=1.60 39),27=336(32 39),28=406(32 39),29=409(32 39),30=389(32 31),31=359(32 39), 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow p grip 25=335(LC 31),24=413(LC 41),23=404(LC 41),22=389(LC 31),21=350(LC 41) Category 11;Ex B;Partial) Ex Ct=1.10 ): eg ry P y P-: 3)Unbalanced snow loads have been considered for this design. FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. 4)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs TOP CHORD 2-32=-378/104,2-3=-266/178,18-20=-360/116 non-concurrent with other live loads. 5)Gable requires continuous bottom chord bearing. WEBS 27-41=295/16,8-34=-294,512,7-28=-341/174,6-29=-335/128,5-30=-346/128, 6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 15-22=-346/127,16-21=-3 4-31=-302/181,256-21=-39 01/181 16,12-35=294/0,13-24=-344/175,14-23=-335/129, 7)'This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-11 tall by 1-0-0 wide will fit between the bottom chord and any other members. NOTES- 8)Provide mechanical connection(by others)of truss to bearing plate capable of Withstanding 100 Ib uplift at joint(s)2,4. 1)Wind:ASCE 7-10;VuIt=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=2ft;Cat.II; 9)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced Exp B;Enclosed;MWFRS(directional)and C-C Comer(3)-0-10-0 to 2-",Exterior(2)2-0-0 to 10-9-8,Comer(3)10-9-8 to 16-0-0, standard ANSI/TPI 1. Exterior(2)16-0-0 to 24-10-0 zone;canti'ever left and right exposed;end vertical left and right exposed;C-C for members and forces& 10)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 designer. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. LOND CASE(S)Standard 3)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent With other live loads. 6)Provide adequate drainage to prevent water ponding. 7)All plates are 2x4 MT20 unless otherwise indicated. 8)Gable requires continuous bottom chord bearing. 9)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 10)Gable studs spaced at 2-"oc. 11)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will Comfit bed a page Ottom chord and any other members,with BCDL=I0.Opsf. 36100' o cuss cuss Typelaty y Frank Depdo 8903425 TT �COMMON 17 1 Job Reference o�onal) Superior Trusses,Ephrata,PA 17522,Dylan Horst Run:8.300 s Mar 22 2019 Print:8.300 s Mar 22 2019 MTek Industries,Inc.Wed Apr 17 10:26:39 2019 age 1 ID:CmGGdMUf6K5KeQBSHolslSzWn L-askKDxx?hl2dPwD mVBEXLxFJalhNCBjeSLwgd:Ps3U -0-10-8 6-1-12 10 9 8 12 132 17-10 2400 2 -10,8 0-10-8 6-1-12 47-12 1-2-8 1-2-8 4-7-12 6-1-12 �10$ 5x6 Scale=1:58.0 2-5-0 5x8= 12.00 12 i W 3 11 4 7 4x6 3 8 11 12 2x4 II 4x8/i 4x6�i 4x8 o a a m 12.00 12 2 _ o' 1 Glnnr—J' 9 o d (9 O 8-1-3 15-10-13 24-M , 8-1-3 7-9-11 8-1-3 N N Plate Offsets{X,Y�=j2_0-0-0,0_2-0],j5:0-2-8,Edge],[6:0-6-4,0-1-12],[9:0-0-0,0-2-01 ---- ---------- LOADING(psf) SPACING- 2-1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.59 Vert(li -0.22 2-4 >999 240 MT20 169/123 (Roof Snow--30.0) Lumber DOL 1.15 BC 0.00 Verii -0.23 2-4 >999 180 TCDL 10.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 n/a n/a BCLL 0.0 BCDL 10.0 Code IRC2015/TPI2014 Matrix-S Wind(li -0.15 4 >999 360 Weight:153 Ib FT=10% LUMBER- BRACING- TOP CHORD 2x6 SP No.1'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except T3:2x4 SPF-S No.2 2-"oc purlins(6-0-0 max.):5-6. TIQ17) BOT CHORD 2x6 SP No.1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPFS No.2 JOINTS 1 Brace at Jt(s):11,12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1017/0-5-8 (min.0-3-2),9=1017/0-5-8 (min.0-3-2) Max Horz 2=1325(LC 31),9=1325(1­C 31) Max Uplift2=-297(LC 14),fi=-297(LC 14) Max Grav2=1990(LC 31),!3=1990(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-13=-2185/335,13-14=-'1834/340,14-15=1533/351,3-15=1459/356,3-4=1076/277, 4-5=-493/89,6-16=-346/90,7-16=496/78,7-8=-1076/277,8-17=-1533/356, 17-18=-1834/340,9-18—2181/335 WEBS 4-11=-1217/408,11-12=-'1214/407,7-12=1215/407 NOTES- 1)Wind:ASCE 7-10;Vult=130mph(3-seo:)nd gust)Vasd=103mph;TCDL=3.Opsf-,BCDL=3.Opsf;h=25ft;B=45ft;L=24ft;eave=4ft;Cat.11; Exp B;Enclosed;MWFRS(directional)and C-C Exterior(2)-0-8-10 b 2-3-6,Interior(1)2-3-6 to 10-9-8,Exterior(2)10-9-8 to 16-4-4, Interior(1)1644 to 24-8-10 zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces& MWFRS for reactions shown;Lumber E1011i plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Clio 36' Orr 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 1.00 times flat roof load of 30.0 psf on overhangs ROOF AREA 1397­24 non-concurrent With other live loads. 5)Provide adequate drainage to prevent water pondin g.6)All plates are 4x5 MT20 unless otherwise indicated. 465 N. Reading Rd. Customer: Sheds Unlimited Inc. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-11 tall by 1-0-0 Wide Will fit V PERIOR Job Name: Frank Deca rl(o between the bottom chord and any other members. Ephrata, PA 17522 8)Bearing at joint(s)2,9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity R V USES of bearing surface. Phone: (717) 721-2411 Job Number: 6903425 c 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except at--lb)2=297, i as Designed B��Dylan Horst 9=297. 10)Non Standard bearing condition. Review required. 11)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSVTPI 1. 12)Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord.LOAD CASES)Standard 1 /4" 1 I - 0 ))— 0 " 24" X 36 " PAPER 4/30/ 19 ATTACHMENT AT END BEARING onCENTEFr RIM BOARD CLOSURE BLOCKING PA%W1.1 JOIST SPACING BELOW PLUMBING WALL takaiis. SQUASH BLOCKS AT CONCENTRATED LOADS JOIST SPACING BELOW PLUMBING FIXTURES Do not butt Blocking where regdred by kcal baildn9-. ends at ioist Load bearing wall must stack over cedes far NterM bad harhsfer and/or location blocking and wan or beam below.- 1/4'gapj Joist Spacing Non-load bemi g optimal blocking for diaphragm nailing. % When joists meet over wall,provide I A" L .11 only mininami bearing lar each joist and 40,60,700 6- 8- Onelodboxorsinkernaileachsideat T install bluckingplinieltonestak both 81.1811,90.9110 r 9" bearing,typical for all wood hearings. One 20 with 14*gap at joists.Blocking panels not required top,8d box nails through when joists are continuous over wall each web Into 2x4 and no toad bearing wall exists above, 1 V?minimum T_ 8d nal 10p and bottom flainge Bit nails at 6"ii.c.toe-nal to plate. First Floor Framing typical.We:For shear transfer, rim �-3-8dnaits seeAPAEWSY250. I Joist at corners 8d nails at 6"=to( I C. IA minimum bearing length for both sides)or per I Chart dimension Label Description Width I Depth I Qty Plies all;Dor and roof details(Iongift 1 1 Length professional's specs., bearing Wxp may be required See debit F7 for additional braced wall coniplying with Instill t N e5 Solid Mock all J2 BLI 60 2.5 1 16 1 1 24 1 24-M depending on reaction) blocking requirements. of the onCIENTERr" i I posts frain above to BLI 60 2.5 1 16 1 1 I"SE 3100 fill(16"-2750 p1l) bearing below with 1 2 14-0-0 To minimize splitting of flange and bearing plane. Check local buikfinq code for appropriate debill in equal numbff of LVULSL angle nails and start at least 11Y,"nom end. areas of high lateral load. VY SE 4400 pin(Ir-M Pill •Non-stacking load bearing walls require a6diftional consideration. sW=h blocks 'Provide blocking between adiacent posts when needed 10 support panel ends. May not be appropriate for some shmthirwi and finished flooring applications. Label Description Width Depth Qty Plies PCs Length Bi onCENTER 2.017 LVL 1.75 9.5 3 3 9 12-M B3 onCENTER 2.0E LVL 1.75 16 1 2- 2 24-M B4 onCENTER 2.011 LVL 1.75 16 1 2 2 10-M B2 onCENTER 2.017 LVL 1.75 16 2- 2 4 4-0-0 Rim Board Label Description I Width Depth Qty Plies PCs Length R1 JonCENTER Rim Board SE 1.125 X 16 1 1.125 16 9 12-M Hanger Beam/Girder Supported Member Label I PCs IDescription I Skew Slope� fasteners fasteners H1I 2 ITS2.561116 2 10d First U 1®®r Fram.ing Scale 1/4 inch 1 ft. I H2 1 IHHUS410 onCENTER is a registered trademark of BlueLinx Corporation. Start 16"o.c. Actual shipping lengths may vary. Bearing&web stiffeners,filler material,squash blocks, rim sheathing,hanger backer blocks,x-bracing,and R1B2 other items to be provided by others unless noted otherwise. The attached material list represents BlueLinx Engineered Lumber products needed to frame layout(s)shown based on the interpretation of user, but has not been reviewed by a BlueLinx engineer.Purchaser is to verify material quantities,lengths,locations,and sizes,and resolve clouded items. Specified products are sized only for gravity loads shown.These loads should be verified by the purchaser.If additional loads or framing areas need to be accounted for, notify supplier of BlueLinx products so that material can be sized and price adjusted.Unless noted otherwise, hip,valley and ridge boards have not been designed and no products were designed to resist the building's lateral loads. Prior to installation,review layout with applicable product guide and/or installation sheet.If this information is 1: cli B2 not included,contact your supplier of Bluelinx products.Coordinate building plans and details with this layout. I To prevent member damage from plumbing or mechanical cuts,review this layout plan before placement. Follow I-joist web hole charts. Do not cut material beyond scope of product guide(s)without prior approval. XHI Glue and nail minimum 23/32"APA rated OSB or plywood to floor[-joists. Use fastener schedule for side- loaded onCENTER(R)LVL beams. For proper installation of hangers and connectors,follow manufacturer's guidelines.Connections not shown are by others. Roofs shall have adequate drainage to prevent ponding. 24 J2 @16" { I m cr_ 2 X J1 These products were designed for"dry use"conditions only,and must be protected from long term exposure to high moisture. Moisture protection(by others)may be required. Detail F19 Squash Block/Column shall match size of column above. Quote# 13lueLin America's Building Products Distributor Project Name: 20191706.3-FRANK DECARLO-Shipping Client BLUELINX NO DORMER CORPORATION Project Number 20191706 4300 GEORGIA PACIFIC - 1950 SPECTRUM 61 61 R1 131 Ri Builder's Project:20191706-FRANK DECARLO BLVD CIRCLE,SUITE 300 Sales Rep: FREDERICK,21704 MARIETTA,GA Date: 4/24/2019 21704, USA 30067 Job Path: SHEDS UNLIMITED\20191706- FRANK DECARL0120191706- FRANK DECARLO.isl LEVEL CATEGORY LABEL CITY LENGTH DESCRIPTION TOTAL LINE TOTAL FOOTAGE First Floor Framing I Joist J2 24 24-0-0 BLI 60 2.5'X 16" OM J1 2 14-0-0 BLI 60 2.5'X 16" 0.00 604-M 0.00 DESIGN LOADING Rim Board Roof R1 9 12-0-0 onCENTER Rim Board SE 1.125"X 16" 0.00 30 psf Live/10 psf Dead 108-0-0 Ceiling LVL1LSL 20 psf Live/10 psf Dead 131 9 12-0-0 onCENTER 2.011 LVL 1.75"X 9.5" 0.00 Floors 108-0-0 0.00 40 psf Live 10 psf Dead B3 2 24-0-0 onCENTER 2.0E LVL 1.75'X 16" 0.00 B4 2 10-0-0 onCENTER 2.0E LVL 1.75"X 116* 0.00 Legend B2 4 4-0-0 onCENTER 2.0E LVL 1.75*X 16* 0.00 1 PS Point load support 84-0-0 0.00 Load from above Hanger HI 2 ITS2.56/16(4 10d,0.25 lb,0 NULL,0 1b) 0.00 WS We stiffeners H2 1 HHUS410 0.00 Bearing wall Total 0.00 Bearing wall above Non-bearing partition wall above BLI Joist onCENTERLVL onCENTER Rim Board 2x by Others Note:Dropped members are hatched BLUELINX CORPORATION e i x1fff 1950 SPECTRUM CIRCLE,SUITE 300 13"1 u L i MARIETTA,GA America's Building Products Distributor 30067 Designer K13 Created Plotted March 29, 2019 April 24, 2019 Dealer SHEDS UNLIMITED Layout Name 20191706.3-FRANK DECARLO-NO DORMER Version 18.40.171 Powered by iStruct- Page: 1 of i Project 20191706