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HomeMy WebLinkAbout45368-Z o�QS�EFOL,f Grit Town of Southold 6/15/2022 P.O.Box 1179 o • 53095 Main Rd y�,01 �aoa Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43159 Date: 6/15/2022 THIS CERTIFIES that the building BARN Location of Property: 1765 Skunk Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 97.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/27/2017 pursuant to which Building Permit No. 45368 dated 10/22/2020 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 barn as applied for. The certificate is issued to Meltzer,Isabel of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0215 9/23/2020 ELECTRICAL CERTIFICATE NO. 42300 4/17/2019 PLUMBERS CERTIFICATION DATED 6/25/2019 n' ssell Fisc r u o d Signature SiiFFoc,r� TOWN OF SOUTHOLD BUILDING DEPARTMENT CO TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42300 Date: 1/17/2018 Permission is hereby granted to: Mott, Wayne 1480 Skunk Ln Cutchogue, NY 11935 To: construct an accessory barn as per SCHD approval. At premises located at: 1765 Skunk Ln., Cutchogue SCTM # 473889 Sec/Block/Lot# 97.-4-8 Pursuant to application dated 12/27/2017 and approved by the Building Inspector. To expire on 1/17/2019. Fees: ESS R $618.40 O -ACCESSORY B G $50.00 Total: $668.40 i i Building Inspector SFFa-` TOWN OF SOUTHOLD Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca o e g 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#: 45368 Date: 10/22/2020 Permission is hereby granted to: Meltzer, Isabel 1345 Bridge Ln Cutchogue, NY 11935 To: Construct an accessory barn as per SCHD approval. Replaces BP# 42300 At premises located at: 1765 Skunk Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 97.4-8 Pursuant to application dated 10/22/2020 and approved by the Building Inspector. To expire on 4122/2022. Fees: PERMIT RENEWAL $334.20 Total: $334.20 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 I% lead. 5. Commercial building, industrial building, nurltiple 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 properly 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: 1`7 Ce S' 5 LmQ iL A44 C�T�4ko C�vL' House No. Street Harnlet Owner or Owners of Property: K]Oa Wn' Suffolk County Tax Map No.]000, Section Block Lot Subdivision � I,lc Filed Map. iA Lot: Permit No. p� Date of Permit. Applicant: WOW WA&NC`YL_K6P)J ,4- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate. (check one) Fee Submitted: $ 11 rcant Signature pF SO(/r�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q ,�► • �o Southold,NY 11971-0959 roper.richert(a-town.southold.ny.us D ,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Armstrong (Mott) Address: 1765 Skunk Ln City: Cutchogue St: New York Zip: 11935 Building Permit#: 42300 Section: 97 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Nicholas Kerzner Electric License No: 42972-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 _ Ceiling Fixtures .15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 10 Twist Lock Exit Fixtures 11 TVSS Other Equipment: ""HORSE BARN" Notes: 1-bath fan,20a water heater,3-electric base board heaters, 1-GFCI circuit breaker Inspector Signature: vc_r't"', Date: April 17 2019 81-Cert Electrical Compliance Form.xls 'TownHaIl Annex Telephone(631)765-1802 F 54375 Main Road ?. Fax(631)765-9502 P.O.Box 1179 Southold,Ny 11971-0959 _ '1 BiTILDING DEPAR114ENT TOWN OF'SOUTSOLD �717 LSI :A , is LL,s` CE.R.T.: .F.I:..C.A..T.I..ON OCT 1 9 2020 ._.....__.. - T ` TG15T,- �t„-t: .T'" D Date: Building Permit No. u- a Owner: lagm Y .. (Please pant), _... ,..Plumber:, ;sse��. ..... :F SC.h C.C-. - ....,:. . . ...., _....-...:......_.a,<.. . .x �_.-_._.�,. . .,.. i:. (Pleasc:print) I certify that the solder used in the water supply system contains Iess than 2110 of I% lead. . (Plumbers.Signatuce)-- - Sworn to before me this day of _'JU/I& ; 20 COLLEEN A.MONTRONY Notary Public State of New York No.01 M06132243 __.... _.._ Qualified in Suffolk Coun ' Commission Expires August 22, Notary f i V'2 OE SO(/1y0� * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPE TION [/FOUNDATION 1 ST Ael �J [ ] FOROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V-1 DATE -1012,aW INSPECTOR I.Lo SOUIyo� $ # TOWN OF SOUTHOLD BUILDING DEPT. couun,' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FR,_LUG./STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r , DATE INSPECTOR g SOGjyOlo * f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �0�0 w VI DATE INSPECTOR �O��OE SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. coorm" 4 765-1802 INSPEC CN - [ ] FOUNDATION 1ST [ RO H PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: Nc NJ �— DATE INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e ae DATE INSPECTOR OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 76S-1802 INSPECTION 2� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] CAULKING REMARKS: J DATE 7 1 INSPECTOR`V� FIELD INSPECTION REPORT I DATE CO ENTS ►o l8LA FOUNDATION(1ST) -------------------------------------- 'FOUNDATION (2ND) . —C A As 1 � ROUGH FRAMING& PLUMBING �i Q C J44, 0 INSULATION PER N.Y: H STATE ENERGY CODE FINAL DITIO AL COMMENTS CN02Z 0 y i 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 Planning Board approval FAX: (631) 765-9502 Survey www, northfork. ,et/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Examined 20 1. ::: f t i� Contact:Trustees Approved 20 },x: Disapproved a/c D E C 2 7 2 17 d! Expiration 20 r=i ; ®L Building Inspector APPLICATION FOR BUILDING PERMIT - Date 220 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work.- e. No building shall-be occupied or used in whble or in partfor 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 fiom.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 rem demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,ho ng c e,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Sigh4qipeNplicant or name,if a corporation) /\k "4 W ,S V)M /vV (Mailing dddress of a plicant) State whether applicant is owner, lessee, agent=architect, general contractor, electrician,plumber or builder Name of owner of premises MO TIT— (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer M, Q (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: 16o�S 5 Y,,jrJ 1s= 6 Citi Tr-W) Uy House Number Street Hamlet County Tax Map No. 1000 Section 06J-71 0 Block d 4, d O Lot O Subdivision A Filed Map No. Lot , (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: \ a.. Existing use and occupancy \fA C-A r\i LAND ( V5-,E'O A-5 LAND 5CAP� b. Intended use and occup cy PC" 3. Nature of work(check which applicable): New Building V--,*' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost s' (To be paid�on filing this application) 5. If dwelling, number of dwelling units ' N,,m er of dwelling units on each floor N,A . If garage, number of cars * 4 lri 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IV ,A , 7. Dimensions of existing structures, if any: Front Rear,,. ,. Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories + a � � r 8. Dimensions of entire new construction: Front � Rear �/-CD Depth O Height 2 5 , 3 ' Number of Stories 1 '1Z f 9. Size of lot: Front 2® 5, a R Rear 12-0:5, 0 0 Depth V AP-t C S 10. Date of Purchase ( q CT Name of Former Owner (V1AtZ&A,Q- TBC 11. Zone or use district in which premises are situated Ac 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 V" WT7' Address GUI i cM6VL,NV 119')�Phone No.(o�5 1-76 (o 5'7 f 01Af ilru�— Name of Architect MiCJ!�L� W4k� L-k I A Address• ,�,, ,;IT2M,,,i�a�Phone No G�I '�o� ''L ZS 3 Name of Contractor Address �T—Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF5c1'r(-o1 ) IYtiIGE�'L� liU A�lUl�rlL ^f�l �! being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AG GST + A ILGN l TE-c--T- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this aLol" day of D.e,C: MrJY - l 20(T Notary Public Signa e of Applicant Colleen•Pendl, Notary Public,State of New York Qualified in Suffolk County Commission No.01PE6358905 My Commission Expires May 15,20-a\ guFFQLK BUILDING DEPARTMENT - Electrical Inspector �p C TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger-richert(a town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTEU BY: - - - - - - --... - Da-te: . _ . .. . Company Name: Name: License No.: email: Address: j Phone No.: -JOB SITE INFORMATION: (AII Information Required) 'Name: Address: Cross Street: Phone No.: ------- B(dg.Permit#: Z) email: Tax Map District: ` 1000 Section: Block: Lf Lo BRIEF DESCRIPTION OF WORK (Please Print Clearly) J ArI 7 - b 0- Circle Ail That Apply: Is job ready for inspection?: YES / O Rough In Do you need a Temp Certificate?: YES O Issued On Temp Information: (All information required). S e �h 3 Ph Size: _A #Meters ,--OTTMeter# New Service Fire Reconnect- Flood ect- Service Reconnecte n :er:ground Overhead nderground Laterals 1 2 H Frame Pole Work done on ervice? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls Scott A. Russell 00- STOWMIWATIEIR. SUPERVISOR - AWAN\AG]EAKIENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATERMANAGEMENT WORK 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. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E]OD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El ED E. Site preparation within the one"hundred-year f loodplain as depicted on FIRM Map of any watercourse. E],E] F. Installation of new or resurfaced impervious surfaces of 1,000 square M feet or more, unless prior approval of a Stormwater Management W 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 L_ and a completed Check List Form to the Building Department witFy—our-Building Permit Application. ii APPLICANT: (Property Owne,[Design Professional gent,Contractor,Other) S.C.T.M. 1000 Date, —7 -7 NAME: WA&Nlag-PlabbiA, M mea Section Block Lot 7 K­Iwi FOR BUILDING DEPARTMENT USE ONLY Contact Informatiork con rk ffekph—N..W) Reviewed By: — — — — — — — — — — — — — — — — — Date: /0—o17-17 Property Address Location of Construction Work: Approved for processing Building Permit. it Storrn�vater Management Control Plan Not Required. I c,5 '5 Kv�J r- L-A - - - - - - - - - - - - - - - H (a Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 i APPLICANT: #• vs � VHAPTER 236 S.C.T.M. 1000 (Property Owner,Design Professional Agent,Contractor,Other) d i q ¢ g Stormwater Management Control Plan CHECK LIST Mt: MLG L k1A Io2_-hll�,0Al►2A Section Block Lot x S M C P -Plan Requirements:I Provide ONE copy of the Building Permit Application. Yna"° Date: 'Me applicant mu�t rovid�a Complete Explanation and/or Reason for not providing r l-5�J•2283 12.2 Q - 7 t} all Information that 1>as been Requited by the following Checklist! iyn• 7 drohmn Number. . 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA.to any Item,Please Provide Justification Here! show all of the following items: YE NO NA If you need additi nal room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries ✓ �� l i b. Total Site Acreage. ✓ 00 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 i i e. Limits of Clearing &Area of Proposed Land Disturbance. 00✓ Pf 0 CA cA124 All 4 Rim Z) f. Existing&Proposed Contours of the Site (Minimum z intervals) g. Location of all existing&proposed structures, toads, driveways,sidewalks, drainage improvements&utilities. 0� h. Spot Grades& Finish Floor Elevations for all existing& ✓ �� proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 Na SW)MAA(, q eooL j. Location of proposed Soil Stockpile Area(s). 00 fxc-AVATzV mt lgl: "-D bliF' f eFT- Od -Wrt� k. Location of proposed Construction Entrance/Staging Area(s). 00 x(5-njv 4 W,%VEWAY S 1"D bZ MA i/A I. Location of proposed concrete washout area(s). 0 ✓0 CoN InPA'S�t-ocp-�-iw $� 90f, ow- 5l1.'E M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the starmwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch 0� rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: UJB 5W4 OF 4,�5 s ND D S-Nfi_6 ' a. Erosion&Sediment Controls. D Dl')VJC -rD Puf, :USS ie- 0 5i LT V yky4o91 b. Construction Entrance&Site Access. 00 d &_W s U� h,Ayj c. .Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ✓0 ox lg OAP ,,1174 4 -M PCMA inl A5 (5 d. Leaching Structures (e. .infiltration basins,swales,etc.) ✓ �-.--...__....._........ -=-------- FOR ENGINEERING DEPARTMENT USE ONLY l Additional Information is Required. g p Reviewed& l Stormwater Management Control Plan is Not Complete. j � ApprovedBy: — — — — — — — — — — — — — — — — — — — — — — — l Stormwater Management Control Plan is Complete. j ' Date: 1 SMCP has been approved by the Engineering Department.' ...._ .. _ . ........ --- -- -- - - FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex +' Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 Southold, NY 11971-0959 +Ti BUILDING DEPARTMENT NOTICE OF UTILIZATION•OF TRUSS TY1,P'E CONSTRUCTION-, PRE-ENGINEERED - — 1tiI001) CONSTRUCTIWAI�t�TOR TitU1BER C.ON TRU:CT'ION Date: 2 ' , ' Ill Owner:, i Location of Property: Please take notice that the (check app TbZ� ne): �� � New residential.structure a�) Addition to existing"residential structure rehabilitation to:an:existing.residential structure Y�..,. to be constructed or performed at the'suiaject pro¢erty•reference above will Utilize (check applicable line): Truss type constrtaction.(TT) Pre-engineered waod,constnietion Timber construction(TC) - -in the following location(s) (check applicable line): Floor framing, indudidg:gltders;and beams (F) Roof-frarining`(R)' "'; : y Floor and roof framing (FR) Signature: Name (person mitting this form): (�I��GI � (/� NkZ Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 Wagner It n R C H I i E C T U R E & D E S I G N n 57 Rollstone Ave., W. S-Ayvllle, NY 11796 Pll(631)563-2283 FAX(631) 567-3147 J U 5At t po'mlAiz LETTER OF TRANSMITTAL / I'O U L 1 i,til 6 Dep-' DATE w nlo - 5 0 0 7�-Fo" ATTN `amu`r"�I N l l a-7 RE: L 5 k1c/nl (� WE ARE SENDING YOU (XAT-rACIIED ( ) UNDER SEPERATE COVER VIA_ ( ) PRELIMINARY DRAWINGS ( ) ENGINEER'S REPORT (� CONSTRUCTION DRAWINGoS�"��T- ( ) COPY OF LETTER (X) SURVEY CSF} 6o Pic$ �wnx 5c�v APl�2a✓ Go Pti o� S SIC- P �T I� tP l (/V,) D SOr SRM wA `12 rn�atir( � A Vb C, . .,,-�--)a,IVI,L-71 A P P L W TA (,A eYL 18AP-,J fb!- q REMARKS H (05AM , 114-(/, �toVjy��2 h�Gt Y� "t'0 11J �,2%E145c A r3-06 G(,o5 A l� AAM Q M-w) tf c;? j' ,(j til D 0 7k,�2 P90 IV owW"-K 5 A bOL� U�n,'c[/ `� . old MA A-c-ff ao I B I'V1,6 W)ED A coo Pl/ of 74�/ ha�v A)Lf-- you ".50 luu c�k COPY TO SIGNED C4Q,'I- to JA&A0� •-"_6i N l�k C�l-� SGS -(347 - �319zJ �ovw of o 9 +59 or y c_ 1 .18' S`°.� 1160.01 r� • ',,,,'Q'I''�sA Zoo'}� 2 h l 206 w o 205 10 zm_aa: __-----___-- r�; 1 48 q O~ C11� tit `, �.� no"t Of P° ROati�'i now or Pormerlu I > giarhetP pianok -n m 0 n ® m vi m -b ' r - � U) 1-2 r° m CZ)�r E.J J l ti Sj� CD ::`3 SUFFOLK COUNTY.DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS PCR :A SINGLE FAMILY,RESIDENCE AND ` DeW SEP 2 2020 � O- 3 Ns.Rte:r�ro. � �a7 The sewage dWpoW and water w,poly tac�uutles a#tole toxon tare been -inspected andlor cedtW by Ws Depertr mt or,ogf _agenclae and found to be satlstactofyFAR.TOTALAAX(u1UMOF BEDROOMS. Craig Knepper, P.E., Chief ` PING INFORMATION. `>I of, NE LISA MCQUILKIN 1"=40' I BY: R.K.H. ��P P��� �-� ♦ LAND sulZVBnNG - SURVEY OF DESCRIBED PROPERTY (o.: Q440-17 4 . �� DES OCTOBER 25, 2017 _ ., zAT CUTCHOGUE, TOWN OF SOUTHOLD, JULY 22, 2019 * _ 274 BAST MAIN STREET v * EAST ISLIP N.Y. 11730 SUFFOLK COUNTY, NEW YORK M BARN SANITARY: OCTOBER 7; 2019 SM.- 1000-097.00-04.00-006.000. WBARN SANITARY''. APRIL 20i 2020 TBI;: 631-277-3605 FOOD'BORDER-MULCH: JULY 26, 2020 FA%: 63i-277-3906 ...,y0.05 0.21 y0 ry`SFDA Q AV.COW op IM SURM Wavaar r� Y.MW O Mom ML An ��x u®m ffi Qis a ffi a � m Aammm WWW PW=OR uemir ARE NOT ut�m®m aoIDa ut � 1765 SKUNK LANE, CUTCHOGUE Q440— 1 / 1 STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured Shirk Pole Buildings LLC 717-445-6888 807 Reading Rd lc.NYS Unemployment Insurance Employer East Earl, PA 17519 Registration Number of Insured Work Location of Insured(Only required if coverage is specifically Id.Federal Employer Identification Number of Insured limited to certain locations in New York State, Le., a Wrap-Up or Social Security Number Policy) 26-0902567 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Erie Insurance Property &Casualty Co 3b.Policy Number of entity listed in box"la" Q93-5100926 Town of Southold 53095 Route 25 3c. Policy effective period PO Box 1179 09/01/2017 to 09/01/2018 Southold, NY 11971 3d. The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "Y' insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IFa policy is canceled due to nonpayment ofpremiums or within 30 days IF there are reasons other than nonpayment ofpremiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. Please Note: Upon the cancellation of the workers' compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Marc Cipriani (Print name of authorized representative or licensed agent of insurance carrier) Approved by: R94,11- 07/27/2016 (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured SHIRK POLE BUILDINGS LLC (717)989-5393 807 READING ROAD EAST EARL,PA 17519 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 260-90-2567 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 53095 ROUTE 95 3b.Policy Number of Entity Listed in Box"I a" SOUTHOLD,NY 11971 DBL 6026 70-3 3c.Policy effective period 01/11/2011 to 01/11/2019 4.Policy provides the following benefits: © A.Both disability and paid family leave benefits B.Disability benefits only C.Paid family leave benefits only 5.Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 5/24/2018 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Melissa Jensen,Acting Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 513 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By Signature of Authorized NYS Workers Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 497511 OP ID: MEL ACORO` DA Y)CERTIFICATE OF LIABILITY INSURANCE 08/30/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Unruh Insurance Agency,Inc. NAME: 717-335-2929 FAX No;717-335-2923 P.O.Box 259 AIC No Ext Denver,PA 17517 E-MAIL Mallory E.Leath ADDR SS: PRODUCER CUSTOMER ID#:SHIRK-2 INSURER(S)AFFORDING COVERAGE NAIC# INSURED Shirk Pole Buildings LLC INSURER A:Erie Insurance Exchange 26271 807 Reading Rd INSURER B:Erie Ins.Prop/Cas Co 26830 East Earl,PA 17519 -INSURER c:Flagship City Insurance Co. 35585 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICYNUMBER MMIDDNM MMIDD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY Q45-0153561 H 09/01/2017 09/01/2018 PREMISES Ea occurrence $ 1,000,000 CLAIMS-MADE F_x1 OCCUR MED EXP(Any one person) S 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERALAGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG S 2,000,000 1-1 POLICY X jRCoj LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) S ALL OWNED AUTOS BODILY INJURY(Per accident) $ A X SCHEDULED AUTOS Q09-0131793 H7 09/01/2017 09/01/2018 PROPERTY DAMAGE $ X HIRED AUTOS (PER ACCIDENT) X NON-OWNED AUTOS $ S UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION X WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS XER YIN C ANY PROPRIETOR/PARTNER/EXECUTIVE Q93-5101231 09/01/2017 09/01/2018 E.L.EACH ACCIDENT S 100000 OFFICER/MEMBER EXCLUDED? N/A B (Mandatory in NH) Q93-5100926(NY) 09/01/2017 09/01/2018 E.L.DISEASE-EA EMPLOYE $ 100000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500000 A �Leased/RentedEquip Q45-0153561 H 09/01/2017 09/01/2018 Equip/Ded 100000/1000 A Builders Risk Q45-0153561 H 09/01/2017 09/01/2018 BR/Ded 150000/1000 DESCRIPT10NN OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) of 500/500/500 5101231 for states other than ND,OH,WA,NY 8r WY has a limit CERTIFICATE HOLDER CANCELLATION TOWNOFS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11979 Mallory E.Leath ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009/09) The ACORD name and logo are registered marks of ACORD o y.v • o a. TEST HOLE BY: o McDONALD GEOSCIENCE v► w o o w DATE: OCTOBER 4, 2017 z i :�' V z 0 0 LDRO v o OL DARKWN LOAM. �ti?& r °' 6p 2` 0 � ' SM LTY SAND. a A W o. r+ �`1 ooY z SP WN FINE SAND. A w o wvAIRBROIIN FINE SAND: (tMY 30 lkk{ ----- %W o o co 195.0 xry } �X34.7 Cb I O OC. w 4.7 �C/'F7w 8.0E. \ a�W" . 10.0 N 0 w. 199.6. z o1 x co ' om a� - a -------------- __ __ -- r--------------------------------------------- Q tik O +� PL. BODO 3� o ti o.ss o.oe o a o 0 V" W c �o y, w-g :SANITARY DESIGN: (THREE-FOUR BEDROOM SYSTEM) •1,000 GALLON SEPTIC TANK. ,S •(2) 8'0"DIAMETER X 6'0"DEEP LEACHING POOLS. SANITARY DESIGN: (FOR`FILM B" AR -'--1,DW G=" OAU-SEPTIC TAM. •(2) 8'0"DIAMETER X 6'0"DEEP LEACHING POOLS. NOTES: LEGEND: PROPERTY INFORMATION: 4 PARCEL IS CURRENTLY VACANT. (NO RESIDENCE). FF = FIRST FLOOR AREA:. 13.0,683.29. Sq.Ft.. = 3.000.0 ACI •EXISTING VINYL: SHED, FRAME COOP & FRAME SHEDS TO BE GF = GARAGE FLOOR ZONED "AC" AGRICULTURAL CONSERVA REMOVED IN THEIR ENTIRETIES. RG = RIDGE HEIGHT ELEVATIONS IN NAVD88 DATUM `•EXISTING WELL HEADS ARE TO BE PROPERLY ABANDONED. •ALL SURROUNDING DWELLINGS WITHIN 150.Oft. , .. ST = SEPTIC TANK PUBLIC NATER. LP = LEACHING POOL ,,APPLICANT: .. EP = EXPANSION FQOL :-THERE ARE-'W WELLS WITH:-f50:Oft OF-•THE=SFJR PROPERTY. tEXISFING TREES.THAT ARE,W.BEALTH-Y CONS t I�SERVED. TW = TOP-OF TALL-.: MICHEI;E='IYAGNER=NEBBIA - ' TO THE MAXIMUM MENT POSSIBLE. BW = BOTTOM OF (PALL 57 ROLLSfONE AVENUE, UP SAYVLLLE, MARK-OUT NOT DONE AT THIS TIME. SURVEYOR IS NOT RESPONSIBLE DIP = DRYIPELL PHONE: (631)-563-2283 FOR UNDERGROUND UTILITIES OR STRUCTURES. ALL PROPOSED UTHHIES ARE TO BE INSTALLED UNDERGROUND. =WM000 ALMLTM OR AM=TO ffi,MW IS A VMLMN OF MM 7=OF 7HL Emm or low OR 0=mumum.CnTmm nuc i . 446'15 0 rye. O - - -'-!!-- ``I ; 1, (�CNId 1 1 4Q. V. ------------ -- vwi o S8FJ1 --1 r--11T 4 I I 1 111 1 `� to i L J - - �t gcc Isla r www vo 1 v arac m� d c 111 rr. � N' ayd V H- r 409.1 / N r r � � I �►� og s o J ON�EF, EEK 14,9192 1Qw r SUF inP A.FFOLK COUNTY DEPARTMENT OF HEALTH SERVICES o ERMIT FO c ROVAL OF CONSTRUCTION FOR A SIN •°LE I"A111Y RE-SiDENCE AND o DATE 2 IZ Fi.a. j4o. APPROVED �} ��r✓ TOTAL f AxMUM BEDROOMS Water L lne(t) MIST Se Inspected By The EXPIRES THREE YEARS FRC Suffolk County I:mp . )f Health Services. M®ATE F APPROVAL Call 852-5700, 4.5 Flours In advance, .. To Schedule Inspection(s). wed Phm Approved Z ZZ DMPP m,n , Yh U M, f Exp res Z DRAWING INFORMATION: o f NEw ro KALE: 1"=40.' G.McgU R� )RAAWN BY: R.K.H. LISA McQUILKIN W No.:. Q440-17 ,tip + LAND SURVEYING + SURVEY OF )ATE: OCTOBER 25, 2017 4 DESCRIBED PROPERTY ID ITIONAT..MAPPIAIG: DECE MER, IB,. 2017AT CUTCHOGUE, TOWN OF SOUTHOLD 274..EAST MM..STREET EAST ISLIR,:N.Y.. 11790 SUFFOLK COUNTY, NW-YORK, 0 05�ti�4�'�� TEL 631-277 3605 - lCF SED L AK0 S� FAX: 631-277-3906 �P1710,f IAi.'IDPM pT{78S•SONY6f YIP NOT B61YH6G 786 Un SUM=D=OR MOM SdsI.186 NOT MMM M SS A V=COPY.DIASM MOU=11 M=Mf MW"MSM SRO MW�M A MUM PO➢=IND S P OSB,AND/IIS NOT TD IN T;TD 7!$PIISS6� i801t 7HY SUM &MM IND ON 8S DEW,7D 786 CONPANf Q AM=MM HMN M 70 ffi ASSf�OP ffi Lmma D67QOM.MWMM IFE NOT TDSNME 70 IDBTdONIL IISQi4RONS OS SOBSSgOEtPAD AS O . INKED G=.4, 1765 SKUNK LANE, CUTCHOGUE 440- 1 " � A WMP".A•'"aA.WMMw. wr._t.aRY.n..RAN,„..C.+M..4++/W"N•-,•rM.aw,.M..Y., - 'MTN"MMs+tvS,.,u..,.N.,.*Y..IW •'•C„ w..wwT+IPaMeF.'MMwwrMNKbIrM.-O.wig».lA,.it"^V,we.."...4•.rw.AlFfuNlbM.�. �MwTO,.y - �wn,x aan.a YerM„M, Mtl+✓. alwfws9''Tw� •wrvTAsrWY►Mrv++'INeV+FuatifRSW9afYMnY.IeiTN"A',t• " GENERAL NOTES 1. All work shall conform to the requirements of the followin codes: 1,21, ase 5 1-3`r 7�" t' e.+' ( Pa`itf:l•t '2_ �,PSG'4 �� u 'J`�L;V CC' 6; 0 r)c . Mltx 2017 NYS Uniform Code Supplement g (' "'I t`M� , tt r'Er_ _ I�t, �,,1��. t 2. � ��r, c�r?P Py i _. 1�1 f'•�. 201 nA l 6 NYS Residential Code(2015 IRC 2 Printing) ` -- 1 Cs J 'r' �"Y,/! F:r (t Nt .1";" (��l I•� (,^.1 17?l X �' '� 2016 NYS Supplement to the Energy Conservation Construction Code 1__ I ___ _____ __ _ __ < � �, r , , 2016 NYS Energy Code(2015 TFCC 2d Printing) C1tJiaYL- ��Pl� 14 �w tf , 2016 NYS Plumbing Code(2015 IPC 3d Printing) 2016 NYS Fuel Gas Code(2015 IFGC 3rdPrinting) _�._.._._..__"_-- -..____.. _ ._..�...__ _ _ _. y�_,_-- - -. - Mechanical Code 2015 IMC 3`d Printing �3" 2016 NYS 2016 NYS Fire Code(2015 IFC 3`d Printing) 1 � 2016 NYS Property Maintenance Code(20)5 iPMC 4`"Printing) AHRAE/RCCA 90.1 2013 (July 2014 Printing)MANUALS D,J&S } �9 7 ' I ` •,� I All work shall also conform to the requirements of any other authorities having jurisdiction. _ - t 1 ;n1 .� „ The Contractor shall obtain and arrange for all required inspections,certificates and tests. rte i .., ,-•� i (���,P,s.� ._._ � � _ � t 2` d � 1 Y << " 4 w _ l } �0 V�' I P d ✓� i i 2. Framing lumber to be hem-fir 92 &better unless noted otherwise. Decks and porch a s Zx G^ 4t°.7 f 111-' e't T�,t i "T, �. (C} j�+L Er .s-„ ' -kt4 � , - posts to be framed with pressure preservative treated i southern yellow pine#2& better n (�rt G IT;o�lc'i: Or I O p(� unless noted otherwise. All lumber that comes in contact with concrete shall be ACQ � t_0,t .,P� �. 1 c� � p I,,,.j '. r+ w"••V'` � � r< c �,01rr,", f t,o a(.. ».• tY ,... ( or equal- Fasteners for pressure treated wood,including nuts and washers,to be min. N' UJ{T+1 P�,itrtl- �F�i7 ih ;N r ;� 1 tyG tib WA k• . MA ,t ✓'�' _ 3( J0I (` 1�',} e _ ASTM A653 Type G185 hot-dipped,zinc-coated,galvanized steel or stainless steel. 1 �s moi, I ei '_ rj �` 't �' '$ X i- ufr's '� (A J,1 3. All concrete work shall conform to the requirements and recommendations of -Z /yy` ��+'PA Or �;'r+t . � ' ACI-318-14 and ACI 332-14. Slabs and steps exposed to freezing shall be 3,500 psi, t ( # E - 11 r' .�''� f,(="' j'` 1 c'aP•� all other concrete to be 3,000 psi. A►1 concrete shall be air entrained. Total air ` ( content shall be not less than 5%or more than 7%. Reinforcing steel shall conform J+,J C.T- Got 1 D i l'i'ar t 1" ! t!r `�^ 1 i � i,•� ��MT� � l to ASTM A-615 grade 60. ��� ��J� - 4. All steel work shall conform to the requirements of the AISI S100-12 and � I �,�.� Fr��_ ., ,, � � �-�_ .w� �_^`...__,_,___.__ � �, _ .�,�.�-s � � r.�l r � •�,�a D,� � � A1S1 5200-12. Steel shall conform to ASTM A-36/A-36M-08 and { ASTM A-615/A-615M-12. (j _ <tr "- 1 •"" ( 1 A t i -t `i' 5. All foundations shall rest on undisturbed soil of 1 ton/sq.ft.bearing capacity minimum. Contractor shall verify the level of acceptable bearing strata in the field. CQ 1 to s, j E ►��,P � '"� ��r Y^yr; P �/,.,J i ! 1 t �f b �` 6. The Contractor shall verify all existing conditions and dimensions before starting C� • _ construction and shall notify the Architect of any ambiguities or discrepancies before ,� j 1 4 proceeding with the work. If any questions arise before or during construction as to the t, in, w. � ` t1 r ' k i, _ j)1r-T �,DbF» - = It intent or details of the drawings,the Contractor shall notify the Architect for clarification � � ': .! CI i /' $ 'rflaGR, `J rt 1 -ar -�1 k _ J -- 01 and/or instructions. If the Contractor fails to follow the above procedure,he/she shall / _ ! assume all responsibility for the consequences for his/her actions and/or decisions. (1" c {yt ,5� I i �d' �, i N E -7---..� 7. The owner shall arrange for supervision of the construction work to insure t �• !,f Y, 6.`' I k,Ia'al .•^^r.J 1'?" I. r t.O C. a } /�{, g P r !{ 1 A• / '1 2 X t1 Ga I - R 4 ' - » compliance with the construction documents. Q f i i ...A �� d l G° 1 't ,,,, } . 4 +J a i i t 11 1 ( " (V/ t 3 t `1' ``- 8. Written dimensions shall have precedence over scaled dimensions. `�.! R ' t C.a^t '? ! r` _ - - 9 All masonry work shall con to the requirements of the ASCE/SEI 5-1 -13 and 7-10. co $ @I �}�'- form3 6 - ,r •,n.....•�t� ....�.___:..........:.�,' i ..._.._._.-.._.:`"�S"'int "'•� �}� v � � 7•� �t' F »f 10. All electrical work must conform to NFPA 70-14. t ) } ! «t I . I""1 f1 F"_ ©o1a U; p �Yt - ..., ��7 W1"1} "�' �;1 Fy} tt�s . L) i� [ �GpJ ? r ( ) t T-_ Cd tf Pt, a,t s �� F � \ � k CLIMATIC, GEOGRAPHIC R DESIGN CRITERIA: _ 1 a )Cali Pv4 1 f VERTICAL,DESIGN LOADS � j t,,*Irl '�'tZ.i.' „s'fL.+M E.+ 'Y`•+' l�.}1 11 r, } / �L-(`�.I.✓ I�`'�l{ Int a . „�, �,: ;4;s, a2 t l .Q _ \ 1 SLEEPING ROOMS 30 PSF LIVE LOAD, 10 PSF DEAD LOAD {# a i , �. �' 1 ; ,`�� i a LQ U�'` R f ALI.OTHER ROOMS 40 PSF LIVE LOAD, 10 PSF DEAD LOAD _�1.1 � , € 'd"tl "" �' ��'i"�-. .._•,. X 13 - -�+r w t i \ ATTIC LOAD i I ! _ p r,.•9--,<.:� _,,/ C°s'. � � -"► / � "> � '� (6 FOOT ETIGII OR MORE) 30 PSF LiVE LOAD, 10 PSF DEAD LOAD '`•J ( Kr +=' I a" .,.s"" C`�i p i tlri ....:Y_ _ ...r..._.-_. f Z^ ! j h - ) . 1t ATTIC LOAD (WITH STORAGE) 20 PSF LiVE LOAD, 10 PSF DEAD LOAD ATTIC LOAD O STRORAGE 10 PSF LIVE LOAD, 10 PSF DEAD LOAD Z C 3 { } ROOF LOAD 20 PSF SNOW LOAD, 10 PSF DEAD LOAD + I (l y,f� I Il�'TERIOR PARTITIONS : l0 PSF DEAD LOAD i ( Gee � � t � ` � ALLOWABLE DEFLECTION FROM LiVE LOAD T w ROOF RAFTERS(NO CATHERDRAL CEILING) L/180 � 1 t _ _•__- cc ,, {t ROOF RAFTERS CATI IEDRAL,CEILING U360 � h _ ;► r! 1 ;;1 ? CEILING JOISTS U360 FLOOR JOISTS U360LU ► P' WIND LOADS�RS PoP, A 5G C'1) tl , i Y� _► 3t rt 1 t .» > ~�_ `� °- ULT'IMATEDESIGN WIND SPEED= 130 MPH(WIND ZONE 1) `r`• + .., E1 i'. t'� '` �' Q �� ? t lt� NOMINAL DESIGN WIND SPEED= 101 MPI E Pv15K c�i1�t CioF.t� 7� , o �2� v ? >cxP s� 43 1 '� �,, .. .,r,.,. •-`" `G' �� ; +�' r'I t i ` .,� - -��' �� , ~1 ; � �,�� ►k.. SEISMIC DESIGN CLASS : B w � /? r! �' fr ,J��S rFr. + � Q .•k�t�t.` {. } r'Ja' ,; I °y� j ( p Z CY ~ @ R i"r n cw? �- 1 - • rtl /. _ % ± } r ( ('0 0 r� VVEATI TERING INDEX . SEVERE(USE 3,000 PST CONCRETE FOR ,., o `o X11 i i _ 1 _ �✓ FOUNDATIONS AND 3,500 PSI FOR SLABS EXPOSED TO FREEZING) _ 4 FROST LINE DEPTII: BOTTOM OF FOOTING TO BE 3'-0"MIN. BELOW FINSHED GRADE a L? r ---ATI ----- . MODERATE TO HEAVY TERMITE INFESTATION PROT3ABiLITY _. _- ... __ r i WINTER DESIGN TEMP' F t, INTF_RIOR DESIGN TEMPS : 72 F MAX FOR TIEATING AND 75 F MIN "* t•� ctrl irl,�n�l� g`, �� T �__ _ _ _ . �� \ k' x i �; .�tr s u, r�<� �� �. � y. � Pis t � ( h; rT t�- FOR COOLING � DAYS . SEE RrS-CEIECK CALCULATIONS `� �~15�'� �i"� ,•,_.,� _...,_..,2 i, ,.,..,. ...-.._,.,.._..»,,.......... !. ..,.,.... .....,..,.,..._ .,•..,._....1._..»r"..... "� -- R e � rr,�°- ��� � i IIEATING DEGREE C?1e +- a ,: AIR FREEZING INDEX - 1,500 _•__.. ,,___ w _._..-_. . ___. . -M. - t ICE SIBELD UNDF.RLAYMF,NT RFQUIRFD INSTALL AT ALL EAVES, HANDRAIL /GUARD NOTES FROM THE EAVES EDGE TO A POINT AT LEAST 24 INSIDE THE { 1 tom_ 11 _....._ _ - 1 ►s, - = 12311.7.8 Handrails.Handrails shall be provided on not less than one EXTERIOR WALL LINE OF THE BUILDING 6" DIAMETER --.-_"� t s side of each continuous run of treads or flight with four or more e-';'i' V: + E i j i # risers. FLOOD 7.O?�1I �� t (�(t�J1 Z � ti e)7 I tJ tom} W AJ, - t'\,CAT`%=1 Zo tic ( �' 1,. I c+Qd+".f! E ; i Y: R311.7.8.1 lieight.Handraillieight, measured vertically from the t~. .d- �1k111.., U /rLX I?., i . ; g ! WINDI30RNT DEBRIS REGION Tjl;r ( .j ( i i ! ' i i t ; 4 d '. REFLEC.TIVE WNIl sloped plane adjoining the tread nosing,or finish surface of ramp - - REFiEc7rveReo P'' , F i I < { i 1 € i i i NINTON!Rt67 slope,shall be not less than 34 inches(864 mm)and not more than 38. L^�I ) { r r ; i , i ! ' ! z t inches(965 mm). �. t' rk,G I Otti, e 'tl1<, •� !,� Off ,aQ 1 ( y i } t ' I '•t € # ' i `t 1, R312.1.1 Where Required.Guards shall be located along open-sided 11 i uv.Ly' walking surfaces,including stairs,ramps and landings,that are ;f d C'r 1 { »y; I ,t: J r._ r.:1 '� •.^' ;! ,� Z 1 located more than 30 inches(762 mm)measured vertically to the -j^1(� floor or grade below at any point within 36 inches(914 mm) r f� tf -`r�•'t °P »` tr `'i `} "() - p _,_ `ry ` s :' ' �x I §} 'i �; ( 1tt'R` ,j n' horizontally to the edge of the open side. Insect screening shall not be , < � t r.. z � r�; r �J �a,O cr ` � '' I{ 3 1 p `} i �� '�' e considered as a guard. � ...� � i t ; "c d : i +# ) ' '`: R312.1.2 lleight.Required guards at open-sided walking surfaces, , 51r r• ,*:Y ct ; , ;t 1 . /�G' ; U�<✓ `T`a a ; I r ` including stairs,porches,balconies or landings,shall he not less than } R `rr. " C' Qb t t. t' '`• : f :.:i.i inches 914 mm in height as measured vertical) above the ry 36 ( ) g y x 13 P-APH adjacent walking surface or the line connecting the leading edges of }- • ! 1 t v ) i r r t , '• the treads. X ° ' ? '' 11211 t? STROKE � The construction type riy'' . _. Exceptions: designation shall be 1.Guards on the open sides of stairs shall have a height not less than G(;F�(yv_ "---`-------' r! �t rte i ; s N,� 5'�C? f` f ;; ; S T " �i^,ei^,Jnr^,µtv^o.�v^ 34 inches(864 mm)measured vertically from a line connecting the JJ r t k +� t to indicate the construction 1 < µ i { t leading edges of the treads. t7 y classification of the 4t[ r{fir structure under DESIGNATION FOR STRUCTURAL s i ► ' } section 602' of the BCNYS 2.Where the to of the guard serves as a handrail on the open sides �P COMPONENTS THAT ARE OF P g P Q� , •WAC z,�' C� '�" t19F�+ ty+, a�� v �l P 1 1 T'i f � 1 1; ^ t' ' r 1 TRUSS TYPE CONSTRUCTION of stairs,the tap of the guard shall be not less than 34 inches(864 4:. (� J D� tri/t' r'. 1 ._ .. + ? ` ' -� `�;•':.. ( _ ; t ( ' r`$ mm)and not more than 38 inches(965 mm)as measured vertically c� "F•n FLOOR FRAMING,INCLUDING from a line connecting the leading edges of the treads. GIRDERS ANO BEAMS uR" ROOF IF R312.1.3 Opening Limitations.Required guards shall not have - `FR FLOOR AND ROOF FRAMING openings from the walking surface to the required guard height that ' of ? allow passage of a sphere 4 inches(102 mm)in diameter. i� \�,�AA STA-IL fy i Exceptions: i1.The triangular openings at the open side of stair,formed by the , s �J I'i 2018 _.... ___ riser,tread and bottom rail of a guard,shall not allow passage of s 4 2 t �. sphere 6 inches(153 mm)in diameter. " t Y, 2 :1, Dt'- r 2 Guards on the open side of stairs shall not have openings that a�low passage of a sphere 43/6 inches(11 1 mm)in diameter. TC` *`N �.ic'SOUTROLD ` T t PL-41t\) To �,lc. 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'Vu1�►`as:.:.wn,n+mM14MYwWr 'R1�+1wY^e�1R'aRA.�:,+T.•°wt Asphalt shingles to be ASTM D 7158 class G OR H or b ASTM D 3161 class F. Asphalt shingles shall have the » minimum number of fasteners required by the manufacturer, but not less than four fasteners per strip shingle.Fasteners shall be galvanized steel, stainless steel,aluminum or copper - ---- q 2 r X C t_)f' roofing nails,minimum 12-gage shank with a minimum 3/B- inch-diameter head of a length to penetrate through the ,_ `a ,M<_ 1 p!N(� g P g r _ 7' A D01'PNt P I t G roofing materials and fully through the roof sheathing. '� ,,-� _ _. . � �•{�,(f.(>i - 11'..(x/` »°} / (c ���I ( 5/4 . I�l'lh'[H ( { X 1 /fit -• I q a x I I ,f-;0 FA1.1 L `i 1 E: C .•( I CAL 1. 1 D I r.1 el f ('r I' 11,t k y �, ��/ :='',' r° Y•- r r fa01A kt.L,` f kAa-,I< 1'T('. °AA `„ C. f 4.. +^ .i+ +P"` .'•; ,✓'• ~'``.`s'� .ti�` o. , jj II ,� ,(. tit •"r '�,+ M --, ^'I.`�'?`7,,• ..I•i X t„ ... / I l / it! 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Z �. b LU LIJ t3 .w' I CONTINUOUS RIM FULL-HEIGHT BLOCKING _ / I 1 OR BAND JOIST CONTINUOUS ALONG LENGTH `" Braced Wall Lines and Panel Calculations as per R602.10 � 1 ^, OF BRACED WALL PANEL 1,- Ile- - N Wind Adiustment Factors used as per Table R602.10.3(2) -7r REScheck Software Version 4.6.3 uJ PERPENDICULAR FRAMING ti 1.00(Exposure Category B;i Story) . j v _ '� 1.00(Eave to Ridge Height over sft, less than 10 ft) o ificate 1.05 (Wall height 11 ft) \ Bd(P 6.O.C.ALONG _ 4 1, r > -� �-+^ - '�� --�'"•'��� -"" ' -'"-" " "'- ! 1.00(2 Braced Wall Lines maxi .•SBR@CED WALL PANEL BRACED WALL PANEL v 'r1 r�} i 1.0125 (use 1,00)Averaged Adjustment Factor I ¢ Project Proposed Barn -ND �z- �A�i 'I oNLy BRACED WALL PANEL Minimum Length of Individual Braced Wall Panels as per Table R602.10.5: BRACED WALL Energy Code: 2015 IECC i Method CS-WSP: 11 ft wall height adjacent to 108"tall door max=43" Location: Cutchogue, New York it ft wall height adjacent to 42"tall window max= 33" 3-16d 16•o.c.ALONG Construction Type: -+5 D A� g , BRACED WALL PANEL BRACED WALL ANEEL G Project Type: New Construction s 1 I Conditioned Floor Area: 246 ft2 i I Minimum Total Length of Braced Wall Panels Required Along Each Braced Wall Line as per Table R 602.10.3(1): Glazing Area 3% BWL"1"&"2" : 28.0 ft spacing requires 6.9 ft min of CS WSP (Interpolated) d Climate Zone: 4 (5572 HDD) Permit Date: BWL"1" 3.5+4.0+4.0+3.5= 15.0 ft provided PERPENDICULAR FRAMING Permit Number: is } BWL"2" : 4.41 +4.0+4.41= 12.82 ft provided Construction Site: Owner/Agent: Desi ner/Contractor: ax E ? BWL"A" & "B": 40 ft spacing requires 7.5 ft min of CS-WSP FULL-HEIGHT BLOCKING 1765 Skunk La 9 - " �� rr rr CONTINUOUS RIM CONTINUOUS ALONG LENGTH i BWL A & B : 4.0+4.0=8.0 ft provided OR BAND JOIST Cutchogue, NY 11935 It 11 OF BRACED WALL PANEL »j FIGURE R602.10.8(1) + .I c . :_. .__.__..._.w ....._.... 0- BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING Compliance: 3.5%Better Than Code Maximum UA: 113 Your UA: 109 Maximum SHGC: 0.40 Your SHGC: 0.32 � (- Fastening Requirements on Braced Wall Panels As per Table R602.10.4: The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade Ili rules. -- - i CONTINUOUS RIM ADDITIONAL FRAMING FULL-HEIGHT BLOCKING It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Method CS-WSP: As per Table R602.3(3)exterior sheathing attached with Sd common OR END JOIST MEMBER DIRECTLY ABOVE CD 16'O C.ALONG nails(0.131 "shank x 2.5" long)at 6"o.c.at the edge and 12"o.c. in the field. _ BRACED WALL PANEL BRACED WALL PANEL Interior gypsum board attached as per Table R602.3(1)with 1 %2" galvanized envelope Assemblies Z q roofing nails,gals.staples 15/8" long or 15/8"screws Type W or S at 7" o.c. -;1, k * 2*�. i� at the edge and in the field. _.�.M,-_w. ..... _ �._. _. ,� .. .. . _.-..__ .__.�_..-_� w. - �..._. ._ "idu a'._.;s _ - . • .lir i 1�� ,1`Y� 8d 6"O.0 ALONG TOE NAIL 3-8d i Ceilin 1: Flat Ceilin or Scissor Truss 246 30.0 0.0 0.035 9 + { + \-6c�6'O C.ALONG BRACED WALL PANEL NAILS AT EACH g 9 BRACED WALL PANEL BLOCKING V V Method GB: Fasteners as per Table R702.3.5 at 8"o.c. at the edge and in the field for nails, MEMBER Wall 1: Wood Frame, 16"o.c. 491 21.0 0.0 0.057 27 Q _ .. Window 1:Wood Frame:Double Pane with Low-E 16 o.c.for screws. Screws to be same as above, nails to be 13 gauge 1 3/8 long SHGC: 0.32 21 0.290 6 Q,,. � � v T ��� f _ ►-. ! 19/64" head 0.098"diam. 1%" Ion annular-ringed, Sd coolers or sum board +--9RACED WALL PANEL s Q ya / ' g g ' gyp + BRACED WALL PANEL BRACED WALL PANEL Wall 2:Wood Frame, 16" o.c. 216 13.0 0.0 0.082 15 \Q J 6 mac:.=ate- .,.�:'.'tc,^.^.•g---^�_---.x-.t._..... i. ..�._ nails 0.086" diam.x 15/8" long 9/32" head. Door 1:Solid 36 0.250 9 �� 3.164 c@ 16.O C.ALONG v BRACED WALL PANEL 3-16d 0 16.O C.ALONG 3-16dAT EACH Floor 1: Slab-On-Grade:Unheated 63 10.0 0.684 43 BRACED WALL PANEL BLOCKING MEMBER Insulation depth: 6.0' P ref ED SRC Compliance Statement: The proposed building design d cr d here is consistent with the building plans,specifications,and other ��, j* -_ - calculations submitted with the permit application.The pr ose wilding has been designed to meet the 2015 IECC requirements InO V �;p,tipw . r J ITA�It' 2-16d NAILS REScheck Version 4.6.3 and to comply with the mandatory r nts listed in the REScheck Inspection Checklist. 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'as•�ss7mn�..�-..wu�nwo;•,»-ax;^,a*,ww,..v.,.•cu d.n..:a•x.:arw+.�.�..�s*.,.,.+vr..,.,,..a,,..,wws....«_,.sw..+ls:_.....,^.-i..F�:�,a.+ ..v_...�....',..wr-s«--.... ..' e 6 � ce 03 A-T L Q i/ I o r + �• -• - � - �� Iia • -- BUILDER 48 - whit 4' 8' -I 8' -I- 8' -I 8' -} 8' 4' Lr Yj tc In - X m Q 3-2X10 MSR SYP ;n O TRUSS CARRIERS ❑� NEW BUILDING SPECIFICATIONS Xulc cc O STAIRS BY 6p/ 36' X 48' X 10'4"� POST & FRAME BUILDING ' OTHERS2'X / W/1-10 X 48 OPEN LEAN-TO � 16 1 2'X7' 1 19 STORAGE 12'X 1 1 ' TACK ROOM ❑ 0-18" X 8" CONCRETE FOOTINGS (GABLES) AREA WASH BAY BY OTHERS BY OTHERS �- 0-20" X 8" CONCRETE FOOTINGS (SIDEWALLS) DES 14' WIDE (6545 LB CAP;' 6080 LB COLUMN WT) DESIGN E ATTIC ROOM 01-3' X 6'8" 9-LITE VINYL ENTRY DOOR 0 0 00 DOUBLE 2X10 #1 CO SYP JOIST HEADER Ln 1A 5-4' X 7' UN-PAINTED PINE DUTCH DOORS a� Q 82-,3'6"2-3'6" X 3'6"' UN-PAINTED PINE SWINGING DOORS _c 0 c C Q a 7'-6" 8'- 11 '-113" - 20'-1 "— r °' �, 4 4 02-10 X 10 SPLIT SLIDING DOORS a � o / O 0 c - 02-3' X 5' SLIDING LOFT DOORS J - Q a C cn v cn / Q 5-36" X 44" THERMALPANE CASEMENT WINDOWS o 0 cf) E Q IR 2X10 #1 SYP Q � o C� ® E 'a CO o N N -3 PLY 2X6 GLU-LAM POSTS 8 OC (TYP) E J JOIST 2' OC. J D- / - n. w o_ w � w Of � w 2X6 TREATED GROUND CONTACT SKIRT BOARD OWNER CD / 2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC Z LLJ 3-2X10 MSR SYP TRUSS CARRIERS ®8' SPANS (1486 PLF CAP; 1300 PLF ROOF LOAD) TRUSS CARRIER TO POST= "X4" GRK STRUCTURAL SCREWS - 10 ®EA POST(2 PER SPLICE MIN) 3330 SHEAR RATING / I PRE-ENGINEERED ROOF TRUSSES- .. ;n DOUBLE 2X10 #1 In 7/12 PITCH, 24" OC, 30-10-10 LOADING Z SYP JOIST HEADER H-1 HURRICANE CUPS 1 2'X 12' STALL / 1 2'X 12' STALL 12'X12' STALL 12'X12' STALL 14' ATTIC STORAGE ROOM W/ 40-10 FLOOR LOADING _::ao W/GRILL FRONT & W/GRILL FRONT & W/GRILL FRONT & W/GRILL FRONT F ME PENNIADVANG FLOORING B ATTIC STORAGE ROOM FRAME OPENING FOR STAIRS BY OTHERS IN TRUSSES LO r GRILL PARTITION GRILL PARTITION GRILL PARTITION GRILL_ PARTITION m 29 GAUGE G-100 PAINTED STEEL ROOFING W CD / PLYWOOD WALL SHEATHING W/fYVEK FOR SIDING BY Iik OTHERS r �"- i� / 12" EAVE & GABLE OVERHANG W/ VENTED SOFFIT & W 3-2X10 MSR SYP FASCIA 1A 1A TRUSS CARRIER11 S 1A 1A 12" PAINTED STEEL VENTED RIDGECAP - ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK 4' 12' 1 2' 12'— —I— POLE BUILDINGS LLC. THIS DRAWING MAY NOT 1-2X10 #1 SYP 4 8 BE REPRODUCED WITHOUT PERMISRAFTER PLATE OMER ARE RESLDERPONSIBLE AND OWNER ARE RESPONSIBLE TO VERIFY ALL DIMENSIONS FLOOR PLAN BEFORE CONSTRUCTION , .crarstaap 2X8 #1 SYP RAFTERS .6��`a+' F h�` ;'�se,, DRAWN BY ALS �— — SCALE: 3/16" = 1'0" LE`` �. •'K�jpp. �'Q �e�s REVIEW: 4 ON CENTER �. REVISIONS: 2-2X10 MSR SYP GIi RAFTER CARRIERS r 8 cr , 'g DATE: 7/12/18 l�p�aSITE:ARMSTRONG 12' 12' 12' —� -12 �rp� '��=SSIOIa�ya®��`� FLOOR PLAN p A 0 Ono BUILDER J J at Lr. 0 cc C d _J �F �0 cc 28 GA. o PAINTED STEEL I L ---IN1 2 6" RAKE TRIM �7 SCREWDOWN ROOF i � �.s I sowc°0°p i-- DESIGN 0 LJ CD o 14' v N a 36'x 44' 36". 44' 36'x 44' I O �/ 1 O > Q a` THERMAL PANE THERMAL PANE THERMAL PANE I x lJ WINDOW WINDOW WINDOW Q) SPLIT i c c Q a ® SLIDING DOOR Q �� B p 0p') c Q 0 o rn r ) E 3'0"x 66' (D O 9 LITE ENTRY BACK SIDEWALL DOR LEFT ENDWALL 0 3: -D w SCALE' 1/8" = 1'0" SCALE: 1/8" = 1'0" OWNER 28 GA. PAINTED STEEL a M 12" RIDGECAP (VENTED) Z W OD O Z r 12 Z 71 Z W ].5 I D D 12 ,4 100 �/ 36"x 44' A' W 4'0" x 7'0" 4'0'x 7'0" 4'0'x 7'0" 4'0"x 7'0" - 1 /� 1 0 THERMAL PANE DUTCH DOOR DUTCH DOOR DUTCH DOOR DUTCH DOOR WINDOW 1. SPLIT LJ.I r = SLIDING DOOR V o0 ALL INFORMATION SHOWN ON THIS DRAWING IS THE PROPERTY OF SHIRK POLE BUILDINGS LLC. THIS DRAWING MAY NOT BE REPRODUCED WITHOUT FRONT SIDEWALL RIGHT END WALL PERM ISSON.BUILDER AND OWNER ARE RESPONSIBLE SCALE: 1/8" = 1'0" SCALE: 1/8* 1'0" TO VERIFY ALL DIMENSIONS = BEFORE CONSTRUCTION DRAWN BY: ALS 4`�=�IIE33tl.at°p°°°°f ,a°tea. �� aofi REVIEW: F d°°�•�e •`` 4�l)P'ti.,��rfs'�� REVISIONS: �.t r•5y rilw DATE: 7/12/18 SITE:ARMSTRONG ��'��'• "1���•...,�:ty�a�� ELEVATIONS o'Rr�PBlffl•eESSVOP`�`rk�'�°�� °°gte7aaaYtaea'eatib A . 2 SZ9 U& FAIN I LU TEEL ROOFING 6 NAILS 0 29 GA PAINTED BUILDER PER TRUSS ROOF STEEL ROOFING J_a EL LL ROOF TRUSS TRUSS FLASHING 29 GA STRUCTURAL 2-3}"X.120 RAKE TRIM �� c PAINTED STEEL 2X4 ROOF Q r< C OSURE STRIP GALV. NAILS PURUN WALL POST tFACEED y 'v ROOF 2X1 2X4 GIRT OR PERUN BOARDTRUS 24" ON CENTER jj"X4" GRKp� TRUSS STRUCTURAL 2X6 HEADERS4-31'X.120 PUCE NOTCHED a SCREWS METAL SIDING Q NAILS INTO POBUILDING 1"WEATERTITE GLV' OVERHEAD ��JOIST HANGER GABLE TR -►HEADERS PAINTED SCREWS STRUCtURAL DOOR TRIM IM d 2t CHANNEL 9' ON CENTER OVERHEAD �WALL28 GA PAINTED POST DOOR OVERHEAD DOOR SDINo POST STEEL SIDING WEATHERSTRIP I i1 GRK STRUCTURAL LEANTO DETAIL METAL SIDING d: ROOF PURLIN TRUSS SCREW TO POST OVERHEAD DOOR GABLE OVERHANG ROOFING FASTENERS FASTENING DETAIL HEADER DETAIL DETAIL n SCALE. }' 7'0 w CARRIER FASTENER"DETAIL r r r r w SCALE: 1/2" = 10 SCALE: 1/2 = 1 0 SCALE: 1/2 = 1 0 SCALE: 1/2 = 1'0 SCALE: 1/2 = 1 0 DESIGN W O E PAINTED STEEL "• WALL POST OOFING O o WALL POST 2X4 ROOF PERUN DOOR JAMB 2X6 FACE BOARD 6 NAILS ( Q E 3-31" / 2X4 WALL PER TRUSS ROOF 0 GALV. NAILS // GIRT TRUS PAINTED 21GALVANIZED DECK SCREWS FASCW a LL a) 6-31- ROOF TRUS VENTED J O' c:GALV. AILS PUCE 4 NAILS PER 8 GA. PAINTED STEEL SOFFIT Y •- a J CHANNEL• EACH SIDE POST F&J TRIM Q O ,�_ o TRUSS cn E CARRIER METAL SIDING O (D —_ 2X6 TI >' SIDEWALL GIRT BLOCK TRUSS TO TIE BLOCK ENTRY DOOR 12'EAVE OVERHANG 0 E 29 GA. STRUCTURAL FASTENING DETAIL FASTENER DETAIL JAMB DETAIL DETAIL PAINTED STEEL ROOFING SCALE: 1/2' = 1'0' SCALE: 1/2' = 1'0" SCALE: 1/2' = 1'O" SCALE: 1/2" = 1'0" OWNER INSTALLED W/ SCREWS0 Lo 2X4 SPF ROOF Z uJ O� PURUNS 24' OC. O Z T 2X4 BOTTOM CHORD Y. PERMANENT LATERAL DIAGONAL BRACE 1___ BRACING (SEE TRUSS 2X4 SPF ''r^ DWG FOR SPACING) FROM RIDGEUNE TO BOTH FAVTS ROOF TZ TRUSSES V/ 2X6 SPF 11 FACE BOARD PAINTED ' OC. Z LLI STEEL FASCIA rn C5 4iT STORAGE TRUSSES 2pRE-ENGINEERED ROOF VENTED 4" OC. OFFIT TRUSS NOTCHED' W Ln = PANELS �1 SYP TRUSS CARRIERS INTO POST H-10A HURRICANE CUP PA SIFII1. 3-2X10 MSR SYP TRUSS CARRIE F&J TRIM 2X4 SPF SIDEWALL GIRTS 24' OC. / u J AWPA U1 TREATED POSTS 8 OC. TYP. ,' /••�� V O WAOSB VERTICALEPLIYWOLL BCING OD WALL / ALL INFORMATION SHOWN WALL BRACING SHEATHING INSTALLED TO EXTERIOR ON THIS DRAWING IS THE REGUIREMENTS: OF WALL PURUNS WITH 6D NAILS PROPERTY OF SHIRK 9Pcym POLE BUILDINGS LLC. fAM 1'SCM r (EXPOSURE 1) VERTICAL PLYWOOD 2X4 SPF WALL GIRTS 24' OC. / BE REPRODUCED WITHOUT WITH 6D NAILS WALL SHEATHING W/iYVEK FOR PERMISSON.BUILDER AND VINYL SIDING GRADE GRADE SIDING BY OTHERS OWNER ARE RESPONSIBLE 4"-4000 PSI 2X6 PRESSURE TREATED ifsa56irp TO VERIFY ALL DIMENSIONS PRESSURE TREATED `�4ta's: 3�F'Jro BEFORE CONSTRUCTION GRADE (BOTTOM UND CONTACT CONCRETE FLOOR SYP SKIRT BOARDS2X6GSKIRT BOARD �°�•�� •"`........� YrrB�ar DRAWN BY: ALS OF SK ARD) (OPTIONAL) a 1. 1 �° ~� X REVIEW: • co �'�.� y\\/� g T a REVISIONS: 3/4' STONE BAS COMPACTED //\//� \//\//\//\//\//\//\//\//\//\ //\//\//\//\//\//\//\//\//\//\ //\// e r e ` ` _ FSR (OPTIONAL SOIL BACKFILL n ao ' 3000 PSI. CONCRETE FOOTING / I /\\%\ //\\//\\%%\%i\//%\//i\j\\//\\//\/ /\� F� (SS E //\\//\\% (SEE SIZE ON FLOOR PLAN)--­,,,,/ M j\j\ j\\j\�3000 PSF SOIL\\j\\�\\j \\ ON FLOOR PLAN)\/ \/\\\\\ j v��o�d'b, p 1A� or ,a�` DATE: 7/12/18 /�\j\\//�^:::;l;'':j\\/�\\/\/�/\/�/\/�\\//\\j\\/-:':>4:% ���®ss$ •eE� 04,.�� SITE:ARMSTRONG 51 � SECTIONS TYPICAL FRAME SECTION %�� \%i��%ice\%i��%i��%i�\���%\\ \ TY P SECTION A M E /\\X/\\�i\\\/ (ENDWALL VIEW) (SIDEWALL VIEW) A \3SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" BUILDER J BUILDING DESIGN NOTES AND DETAILS A4.1 GRADING & EXCAVATION A4.8 . CONCRETE FLOOR (OPTIONAL) ¢M FINISHED GRADE SHALL BE BELOW FLOOR LEVEL WITH ADEQUATE FALL TO CARRY FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. Yl ��d SURFACE WATER AWAY FROM BUILDING. FOOTINGS SHALL BE CIRCULAR (UNLESS SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. NOTED OTHERWISE) AUGERED TO THE DEPTH AND DIAMETER SPECIFIED, WITH ALL A4.9 STRUCTURAL DESIGN PARAMETERS At < LOOSE FILL REMOVED BEFORE CONCRETE FOOTING MATERIAL IS PLACED. BUILDING USE= STORAGE p �� A4.2 FOOTINGS USE GROUP=U d Ic m STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT EXPOSURE CATEGORY= C FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; HEIGHT & AREA LIMITATIONS=513 UNPROTECTED LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE OCCUPANCY LOAD=AS PER DESIGN ^ FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS TOTAL NUMBER OF FLOORS= 1 OTHERWISE SPECIFIED. TOTAL FLOOR AREA (SQ FT)=1728 DESIGN A4.3 FRAMING W BUILDING VOLUME (CU FT)=26,400 0 LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE. 0 STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 130 MPH (3 SECOND cfl LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN 0 o YELLOW PINE. TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050. LUMBER GUST), AND 103 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE. > > E SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF @ FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ALL GROUND a> CONTACT LUMBER SHALL BE TREATED TO AWPA U1-09 (COMMODITY SPECIFICATION A, Q48" BELOW GRADE UNLESS NOTED OTHERWISE. Q) C) c USE CATEGORY 4B AND SECTION 5.2) AND ASAE(ASABE)EP559, .60 CCA MINIMUM AND 30 PSF(LIVE) MIN" 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. Q O _ 'o o SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SYP. A4.10 APPLICABLE BUILDING CODES J a) A4.4 ROOF TRUSSES c a THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: Q o ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, - COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. 2015 IBC/2017 NY SUPPLEMENT CODES Q) � o TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS A4.11 DESIGN CRITERIA: 0 � E SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING Ld OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF DESIGN REFERENCES=NFBA GUIDLINES FOR POST & FRAME CONSTRUCTION& NDS 2005 OWNER RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 AMERICAN FOREST & PAPER ASSOCIATION (WFCM& NDS 2005 FOR WOOD CONSTRUCTION) C5 M & IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) Z W (7) A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONSTHE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) O Z r PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS SOUTHERN BUILDING CODE CONGRESS (SSTD10) r AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7-10) Z WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) U) UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN 2 Z ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 A4.12 WARRANTY NOTES > Lu A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURE COMPLIES WITH ASAE(ASABE) ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR Q EP484 DIAPHRAM DESIGNS& ACTIONS FOR METALCLAD BUILDINGS, IBC WIND BRACING AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN %_ REQUIREMENTS, IBC CONSTRAINED/ UNCONSTRAINED POST REQUIREMENTS& POST TO WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND Lo _ FOOTING CONNECTION. ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. uj to TO MEET DESIGN LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: Ix I` SHALL BE 12D HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY W r 65 CLASS G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS IS 2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. MINIMUMOF 12D NAILS IN 1"' STRUCTURAL TIMBER IS 1 PER "' BOARD WIDTH. SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE: ALL INFORMAION SHOWN # ON THIS DRAWING IS THE TRUSS CARRIER CONNECTION TO POST: � "x4" GRK RSS STRUCTURAL SCREWS. SCREW ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC PROPERTY OF SHIRK POLE BUILDINGS LLC. VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, PULLOUT=2644 STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS. THIS DRAWING MAY NOT LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING BE REPRODUCED WITHOUTPERMISSION.BUILDER AND A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS OWNER ARE RESPONSIBLE NOT APPROVED BY A CERTIFIED ENGINEERTo VERIFY ALL DIMENSIONS WITH #9 WOODGRIP, 4 .' HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED BEFORE CONSTRUCTION COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING ",,,,,,i,;,,;�rr DRAWN BY. ALS F pql- rig REVIEW: MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED , REVISIONS: #1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29' GAUGE PAINTED ,��'•`p KOP �A•� ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. . "• 100'`' ✓��°� METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT a '• • F r ;.. m a C� •'� r ' ti`' x`u.b DATE: 7/12/18 EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; BOTTOM EDGE OF STANDARD ROOFING MATERIALS. s = , SITE:ARMSTRONG Q q ate DETAILS O I nit A � 4 Job Number. 18237 Ply: 1 SEAN:19213/ T1 ATIC Cust:R6697 JRef:1WcP65970006 Shirk/Chris Goff-Shirk/Chds Goff Qty: 18 FROM: DrwNo: 197.18.0841.51350 Truss Label: AT CAT / BAF 67/1612018 To•1s LI114 1T11.6 25x12 26'1Y1 36' TO'15 3'9'5 T7'2 7Y6 3'9'5 TO'15 =6X6 =41�{y =4X6H)6X6 013X1293x12 12 7 �4 �1�� 1.5X4 _ / X d 14' \\ S A g P 0 N _ M a5X6(AI) exa Man 6x8 n5X6(Al) i 36' �1•D;B 10'fi• + 1'4' 17 1 10'6• 12" 24' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Sid: ASCE 7-10 Pg:30.0 Ct:1.2 CAT:Il PP Deflection in loo L/defl L/# Loc R 11.11 /Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf 25.2 Ce:1.0 VERT(LL): 0.251 M 999 360 Q 2384 /266 1920 /- 1295 /8.6 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.740 M 885 240 R 2323 /250 /869 /- /- /8.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.124 D - - Wind reactions based on MWFRS EXP:C Des Ld: 50.00 HORZ(TL):0.245 D - - Q Min Brg Width Req= 2.0 Mean Height 15.70 ft R Min 8 Width R 1. NCBCLL:10.00 TCDL:5.0 psf Code!Misc Criteria Creep Factor.2.0 rg eq= 9 Soffit: 2.00 BCDL:5.0 psf Bldg Code:IBC 2015 Res Max TC CSI: 0.631 Bearings Q&L are a rigid surface. Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.970 Spacing:24.0" C&C Dist a'3.60 it Rep Factors Used:Yes Max Web CSI:0.766 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:2(2)/2(2u2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver.17.02.020.0211.17 B-C 700-4222 G-H 608 -1 Lumber Wind C-D 652-3842 H-1 622 -2753 D-E 617-2835 I-J 616 -2835 Top chord 2x8 SP SS Dense Wind loads based on MW FRS with additional C&C E-F 622-2754 J-K 653 -3844 Bot chord 2x10 SP 2400f-2.OE:133 2x4 SPF member design. 2100f--1.BE: F-G 608 0 K-L 702 -4225 Webs 2x4 SPF Stud Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. ("•)2 plate(s)require special positioning.Refer to B_p 3q .qg7 N-M 2972 -283 scaled plate plot details for special positioning requirements. P-0 2972 -283 M-L 3573 -499 O-N 2972 -283 Purlins In lieu of structural panels or rigid ceiling use purlins Maximum Web Forces Per Ply(lbs) to laterally brace chords as follows: Webs Tens.Comp. Webs Tens. Comp. Chord Spacing(in cc) Start(ft) End(ft) TC 24 -0.88 36.00 C-P 313 -896 M-J 1767 -99 BC 120 0.15 35.65 D-P 1763 -96 M-K 316 -903 Apply purlins to any chords above or below fillers F-H 678-3676 at 24"OC unless shown otherwise above. Collar-tie braced with continuous lateral bracing at 24"cc.or rigid ceiling. Loading apt X14 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section c'` ,'� •I�Fcti nP 1607. Live loads applied in combination per ASCE 7 sec. 2.4.1 use 0.75 factor for multiple live loads. Attic room loading from 11-0A to 25.0-0:Live Load: 40 PSF.Dead Load:10 PSF Ceiling:5 PSF,Knee Truss designed 5 PSF 5, Truss designed for unbalanced snow loads, a 07116170 9 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin sht ping,installing,and brag ng. Refer to and follow the latest edition of BCSI(Building Componen Safety information,by TPI and SBCA)for safety practices prior to pe orming these functions. Installers shall provide temporary brace g er BCSI.Unless noted ov erwise,top chord shall have property attaches structural sheathing and bottom chord shall have a pre eri attac�ieS6 l9d ceilin4 Locations shown for permanent lateral restraint of webs shall have bra inslailed per BCSI sections 63,87 or�1 V s applis a Apply plates to each face o1 truss and position as shown above and on the JoinCDetails, unless noted otherwise. Defer to adrawings 160A-Z for standard plate positions. Alpine,a division of ITW Build'n4 Components Group Inc.,shall not be responsible for anv deviation from this drawing any failure to build the ALPINE I ss!n conformance with AN�I/TPI 1,or for handlin shippp'mqq,installation and bracinga bf WssesA seal on this drawltsg or cover pagt1e,• 13723 Rive rt Drive listing this drawing indicates acceptance of pro asstonai englneer'ingg responslbtiity solely for the dost n shown. The suffabilrty rpo and use of this drawing for any structure is the responsibility of the 6uiiding Designer per ANSI/TPI 1 Sect. Suite 200 For more information see this•ob's general notes page and these web sites:ALPINE:www.al ineihv.mm:TPI:www. inst.or:SBCA:www.sbdndus .cam'ICC:www.[=afe.org Maryland Heights,MO 6304 I Job Number. 18237 Ply: 3 SEON:19215/ T3 ATIC Cust:R6697 JRef:1WcP66970006 ShirklChds Goff-ShirkIChris Goff Qty: 2 FROM: DrwNo: 197.18.0843.01720 , Truss Label: Gird CAT / BAF 07/16/2018 - s 3 Complete Trusses Required T015 10'10'6, OE" 1T11'6 25'112 28'11.1 , 36• W i TO.15 I 7'1'2 77.6 3715 1 7015 cW _4yl. c^-1X H-)6X6 fE 6 1 IM12 03XJ2 12 7 !'+ \L�X4 \� 1.5X4 •- A 1 £5x6tA71 .6xP8 �(9 .8)(8.6" -SM(A1) 36• 10'8 109• 1'4• 12' 1'4' fog' r ,10'8• 12' 74' 2s' 36• ' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg•Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:1.2 CAT:II PP Deflection in lot Udefi L/# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed:130 mph Pf.,25.2 Ce:1.0 VERT(LL): 0.215 M 999 360 Q 6258 /816 147751- /295 /8.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.535 M 999 240 R 6250 1818 /47821- 1- 18.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.098 D - - Wind reactions based on MWFRS Des Ld: 50.00 EXP:C HORZ(TL):0.172 D - - O Min Brg Width Req= 1.7 NCBCLL•0.00 Mean Height:15.70 ft Code/Misc Criteria Creep Factor.2.0 R Min Brg Width Req= 1.7 TCDL:5.0 psf Bearings 0&L are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: IBC 2015 Res Max TC CSI: 0.504 9 Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.386 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.60 It Rep Factors Used:Yes Max Web CSI:0.645 Loc.from endwall:Any FT/RT/PT:2(2)/2(2y2(0) Maximum Top Chord Forces Per Pty(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.02.02C.D211.17 B-C 553-3951 G-H 398 -975 Lumber Purlins C-13 528-3779 H-1 426 -3025 D-E 428-3055 l-J 428 -3053 Top chord 2x8 SP SS Dense In lieu of structural panels or rigid ceiling use purlins E-F 426-3028 J-K 529 -3785 Bot chord 2x10 SP 2400f-2.0E:B3 2x4 SPF to laterally brace chords as follows: F-G 395 -977 K-L 555 -3961 2100(-1.8E: Chord Spacing(in cc) Start(ft) End(ft) Webs 2x4 SPF Stud TC 24 -0.88 36.00 BC 120 0.15 35.85 Maximum Bot Chord Forces Per Ply(Ibs) Nailnote Apply pudins to any chords above or below fillers Chords Tens.Comp. Chords Tens.Comp. Nail Schedule:0.128"x3",min.nails at 24"OC unless shown otherwise above. B-P 3378 -470 N-M 3043 -426 Top Chord:1 Row @ 6.00"o.c. Collar-tie braced with continuous lateral bracing at P-0 3043 -426 M-L 3390 -472 Bot Chord:1 Row @ 7.75•o.c. 24"cc.or rigid ceiling. O-N 3043 -426 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Loading spacing between rows and stagger nails in each row Maximum Web Forces Per Ply(Ibs) to avoids splitting. Live loads applied in combination per ASCE 7 sec. P g' 2.4.1 use 0.75 factor for multiple live loads. Webs Tens.Comp. Webs Tens. Comp. Plating Notes Wind C-P 104 -492 M-J 1377 -187 ('*)2 plate(s)require special positioning.Refer to Wind loads based on MW FRS with additional D-P 1361 -183 M-K 105 -510 scaled plate plot details for special positioning C&C member design. F-H 330-2534 requirements. Special loads -(Lumber Dur.Fac.1.15/Plate Dur.Fac.1.15) TC:From 68 pif at -0.88 to 68 pif at 11.00 0;� TC:From 80 pit at 11.00 to 80 pif at 13.86 P>* 0'X`f�'. TC:From 68 pif at 13.86 to 58 pif at 22.14 TO:From 80 pif at 22.14 to 80 pif at 25.00 TC:From 68 pif at 25.00 to 68 pif at 36.00 PLT:From 80 plf at 11.00 to 80 plf at 25.00 CEILING BC:From 5 pif at -0.88 to 5 pif at 0.00 * 11:-'_y':;Y<• BC:From 20 pif at 0.00 to 20 pit at 36.00 TC:4000 Ib Cone.Load at 18.00 BC: 57 Ib Conc.Load at 11.00 `y <�; '0?-g• ti A BC:1900 Ib Conc.Load at 11.50 5 ` BC:1957 Ib Conc.Load at 25.00 r 07116110 9 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI an r7 SBCA) r satety practices prior to performing these functions. Installers shall provide temporary bracj er BCSI.Unless noted of envise,top chord shall have Rpufperiyy attached structural sheathing and bottom chord shall have a proper! attach€r�rigqid celling Locations shown for permanent lateral re Int bf webs shall have bracing installed per BCSI sections B3,B7 or 810y as applicable. App?v plates to each Face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. (refer to ALPINE drawings 160A-Z fbPstandard plate positions. A LPI I V E Alpine,a division of ITW BuildinlgC-omponents Group Inc.shall not be responsible for anyleviation from this drawi0�,anv failure to build the vnwr.Aoa:rr truss in conformance with ANSIlTP1 1,or for handling,shlppinlq,insta)latidn and bracing o lrussesA seal on this tlr wing or cover pa ge• 13723 Wverport Drive listing this drawin indicates acceptance of pro assliona engineering responsibility solely for the des�(g9n shown. The sult-abliity and use of this �rawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Si c.2. Suite 200 For mora informa0an see this ob's noneml notes page and these web sties:ALPINE:www.at ineilw.mm:TPI:wwwApinsLon S6CA:wmY.sbdndus .cam'ICC:www.Icrsafe.vrg Maryland Heights,MO 6304 r " Job Number. 18237 Ply: 1 SEQN:19223/ T2 GABL Cust:R6697 JRef:1WcP66970006 Shirk/Chris Goff-Shirk/Chds Goff Qty: 2 FROM: DrwNg: 197.18.0843.21750 Truss Label: ATGe CAT / BAF 07/16/2018 4'0'70 TO'15 13 4 13 11• iT11'6 25 2867 2 if9�'�•5•~�36' 4'0'10 3'0'5 3'6'3 6'11'6 TO'f0 369 '4 13 4'0'10 X6%0 85X7- 8 T 3X a4 H61'� \\xj EX6 o 6X 6F12 fi G6 _ K AA 5X6 7 F71- / / (a) B3 (a) L ADACe � I 73' e P AAQ / i u v U T s R p Q4X0 Al 4X8(A1� ( ) 0fiX10 0X8 a3Xi n3Xa 88X830 36' fll'8 106.0 7'3'0 4•:_F 33'8 } 4•a•a t'3 36' h' 10'0'8 12�IB'4 4 3078' 24' 25 8 36' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Crite: 586 AM ximum Reactions(lbs) TCLL: 30.00 Wind Std: ASCE 7-10 Pg:30.0 Ct:12 CAT:II PP Deflection ie L/defl 11# Loc R /U /Rw /Rh /RL /W TCDL: 10,00 Speed:130 mph PF 25.2 Ce:1,0 VERT(LL): 0.4992 360 AO 2787 1266 /920 /- !295 !8.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.0240 AP 2726 1250 /869 !- /- 18.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.075 F - - Wind reactions based on MWFRS Mea Des Ld: 50.00 C HORZ(TL):0.141 F - - AO Min Brg Width Req= 2.3 NCBCLL:10.00 Mean Height:15.70 ft TCDL:5.0 psf p Code/Misc Criteria Creep Factor.2.0 AP Min Brg Width Re 2.3 s rigid Soffit: 2.00 BCDL:5.0 psf Bldg Code: IBC 2015 Res Max TC CSI: 02Bearings AO&P are a id 03 9 g surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI:'-0.711 Spacing:24.0" C&C Dist a:3.60 it Rep Factors Used:Yes Max Web CSI:0.894 Members not listed have forces less than 375# Loc.from endwail:Any FT/RT/PT:2(2}/2(2Y2(0) Maximum Top Chord Forces Per Ply(Ibs) GCp!:0.18 PlateType(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration:1,60 WAVE VIEW Ver:17.02.02C.0211.17 B-D 708-5062 1-J 156 -726 Lumber Loading D-F 673-4949 J-K 349 -1016 F-G 344-1096 K-L 344 -1095 Top chord 2x8 SP SS Dense Bottom chord checked for 10.00 psf non-concurrent G-H 350-1017 L-N 674 -4949 Bot chord 2x10 SP 240of--2.OE:63 2x4 SPF bottom chord live load applied per IBC-15 section 2100f-1.8E: 1607. H_I 158 _726 N-P 711 -5063 Webs 2x4 SPF Stud:M4,M7 2x4 SPF 2100f-1.8E: Live loads applied in combination per ASCE 7 sec. Bracing 2.4A use 0.75 factor for multiple live loads. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Attic room loading from 11-0 0 l0 25-0-0:Live Load: member. 40 PSF.Dead Load:10 PSF Ceiling:5 PSF, B-V 4217 -518 S-R 4142 -354 Kneewalls:5 PSF V-U 4142 -354 R-Q 4142 -354 Plating Notes Truss designed for unbalanced snow loads. U-T 4142 -354 Q-P 4224 -521 All plates are 1.5X4 except as noted. T-S 4157 -349 ("")2 plate(s)require special positioning.Refer to Maximum Web Forces Per PI scaled plate plot details for special positioning y(lbs) ) requirements. Webs Tens.Comp. Webs Tens, Comp. Purlins D-V 224 -375 AC-AH 67 -681 F-V 1747 -88 AF-J 264 -387 In lieu of structural panels or rigid ceiling use purlins H-AA 264 -388 L-0 1752 -90 to laterally brace chords as follows: AA-AF 264 -398 Q-N 228 382 Chord Spacing(in oc) Start(ft) End(ft) AB-AG 300-2615 TC 24 -0.88 36.00 BC 120 0.15 35.85 Apply purlins to any chords above or below fillers d,% ,•r' Maximum Gable Forces Per PI lbs • at 24"OC unless shown otherwise above. ovp �`;O. "f/:•,' `y Gp ables Tens.Comp. Gables (7 ns. Comp. Collar-tie braced with continuous lateral bracing at r '•"r= \?; 24"oc.or rigid ceiling. v w :•+ 1 iF F-AB 352-3110 AG-L 353 -3112 � � .; Wind Wind loads based on MWFRS with additional C&C member design. �A O :�07�c: ti•�. -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! :7 1 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,byY TPI and SBCA)for safely practices prior to performing these functions. Installers shall provide tempora braceI1q per 6CS1.Unless noted othenvise,top chord shall have groped attached structural sheathin and bottom chord shall have a po erryi attached ri e.ceilingg Locations shown for Permanent lateral restraint�f webs shall have bracing ins sled per BCSI sections B3,B7 or�10y as applicable. Appryy�pplates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. kefer to drawings 160A-Z forstandard plate positions. ��I�� Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawingq anyy failure to build the I truss in conformance with ANSI/TPI 1,or for handiin shi pingg Installation and bracing of trussesA seal on this dr8 wirfg or cover pa e•• 4•+nr.'r„1ff'� listing this drawing,indicates acceptance of ppro ass�onar engineering responsibility solely for the design shown. The su(tabillty 13723 Riverport Drive and use of this r7�awing for any structure is the responsibility of the Building Designer perANSlffPt 1 Sec 2. Suite 200 For more information see This ob's general notes a e and these web sites:ALPINE:www.al Ineitw.com:TPI:www, instar ;SBCA:www.sbdndus .cem:ICC:1wAv.iccsare.ora Maryland Heights,MO 6304 - _ TES C-� 'IZ" ANID2 �otTZ 6i ro 0 oC, AAS X GENERAL NO 6Y! $O t.`; D N �JA�,(, (.a) Pc2 51�(. M t NleFR-o M R A1C s 1'� 1. All work shall conform to the requirements of the following codes: lZ" ABS ON , �"(��� � -Ropy 00 kl/44ED PAN9CI -j CM6aM�'0 &k 10 tA1/ Zt'/c?% � 3�1a' �Q,. ) 2016 NYS Uniform Code Supplement G (nlA�+�4•E�'-� C'P''i P. 2016 NYS Residential Code(2015 IRC 2d Printing) Off' (11,A 0 (CA L) LINA 0r- C-NG, 7-AAAP 2016 NYS Supplement to the Energy Conservation Construction Code J t< 2016 NYS Energy Code(2015 IECC 2nd Printing) pe 2016 NYS Plumbing Code(2015 IPC 3`d Printing) 2016 NYS Fuel Gas Code(2015 IFGC 3`d Printing) 3)2x� po_5r tt ('�� N 'RT- (-SIV, (p'-O -("O t- � 1 Co' p`t 2016 NYS Mechanical Code(2015 IMC 3`d Printing) "V Z5. _ A 15o yl6 1 w 2016 NYS Fire Code(20151FC 3rd Printing) 2016 NYS Property Maintenance Code(2015 IPMC 4h Printing) AHRAE/ACCA 90.1 2013(July 2014 Printing)MANUALS D,J&S -- - 10 ` ' • , .- All work shall also conform to the requirements of any other authorities having jurisdiction. 1c t o • The Contractor shall obtain and arrange for all required inspections,certificates and tests. T'f1 G \ 5(�•10 P 10� �„ O �lpt2 _ \ � .TD "f Lo DRAIN 2. Framing lumber to be hem-fir#2&better unless noted otherwise. Decks and porch d- ' o .t �O A�o IZ �j 0 UT , � ` posts to be framed with pressure preservative treated southern yellow pine#2&better 1 I✓L v[Z O D/1/l I O O D RQ l� Qb I !� A( � 0l D � _ unless noted otherwise. All lumber that comes in contact with concrete shall be ACQ l O OI��,- a X _ or equal. Fasteners for pressure treated wood,including nuts and washers,to be min. (Af/�${-� `J (i(� N •� / 1(� I CAL / \ • ASTM A653 Type 0185 hot-dipped,zinc-coated,galvanized steel or stainless steel. t C th r� v U • / 3. All concrete work shall conform to the requirements and recommendations of , Ow H 7. �7 COPJC J AZ_- J(A lt� ACI-318-14 and ACI 332-14. Slabs and steps exposed to freezing shall be 3,500 psi, VVA W 5 Q ( �, pA IN-S Eb t t all other concrete to be 3,000 psi. All concrete shall be air entrained. Total air content shall be not less than 5%or more than 7%. Reinforcing steel shall conform rt a r t 5 1 2 to ASTM A-615 grade 60. ('- 5 -o bor� 3o ! 4. All steel work shall conform to the requirements of the AISI 5100-12 and `� ) y I - ASTM A 615/A-615M-1AISI S200-12. Steel 12conform to ASTM A-36/A-36M-08 and - � I 5. All foundations shall rest on undisturbed soil of 1 ton/sq.ft.bearing capacity _t minimum. Contractor shall verify the level of acceptable bearing strata in the field. a. I PIQ.E53VP`'� ?YRT 6. The Contractor shall verifyall existing conditions and dimensions before starting '2 O G/su-O�1" IN .0 � g g w Q , �L t `a 4-X f�l"f ?dOTTO M construction and shall notify the Architect of any ambiguities or discrepancies before VU 001? S`I1A LA, proceeding with the work. If any questions arise before or during construction as to the • p J VJPIT V 2 � � _1 1 I � ntent or details of the drawings,the Contractor shall notify the Architect for clarification _ , 4X 6 /J 5I{Gt�F P21' J MAX-I n o� and/or instructions. If the Contractor fails to follow the above procedure,he/she shall + 00F0 `3 I S ��' � N i _ assume all responsibility for the consequences for his/her actions and/or decisions. C_0 R �c(�Qa '2 rc 1 O i li�a c- N 7. The owner shall arrange for supervision of the construction work toinsure X ' " 8t/ compliance with the construction documents. e (�"ems i, 2x8e J �I�a� I2x 6C;Je(� a , ,,rc, -i I I I �t1�I 11� '7" �'� eot121 8. Written dimensions shall have precedence over scaled dimensions. <<D 5 Hoat U07A1;- vt Trip o !, .-� � 9. All masonry work shall conform to the requirements of the ASCE/SEI 5-13,6-13 and 7-10. b fI �� o f Slb�s / �� 0 P� t n1 t► i0 �X 4 Po�TS('stn) � � �X 6 ~ AT -1 L { • _ • 10. All electrical work must conform to NFPA 70-14. I' 1 _ ' A a O/tl� 5(,,AB /} 0 ( (�P. ,� 001, TA 7 pt A( (, �1 tl 4t CLIMATIC, GEOGRAPHIC & DESIGN CRITER rl G '-o" I 4{ WDnD t` � � � 91KT 00 2�t �3Co 4 N4 � I Pao► wI ' Q Q ' g ��C`IP') p �N�, �1�-- / I VERTICAL DESIGN LOADS � rt14H �>rtML I. 1 SLEEPING ROOMS . 30 PSF LIVE LOAD, 10 PSF DEAD LOAD Q I `, f c v `J�C�L 2. A ALL OTHER ROOMS : 40 PSF LIVE LOAD, 10 PSF DEAD LOAD t ATTIC LOAD .}, pp 'd" s op I ( � � � • ��(, f(IG1(L.S- l�1(`(Y4 • (6 FOOT HIGH OR MORE) 30 PSF LIVE LOAD, 10 PSF DEAD LOAD X ' ATTIC LOAD -- -Tv Q o F �o t/NAAiI _ ATTIC LOAD GE) 20 PSF LIVE LOAD, 10 PSF DEAD LOAD �'' tl x t -7`I , ►+ -7" y t " (NO STRORAGE) 10 PSF LIVE LOAD, 10 PSF DEAD LOAD Z I ROOF LOAD ZO PSF SNOW LOAD, 10 PSF DEAD LOAD INTERIOR PARTITIONS : 10 PSF DEAD LOADLn C0 NI .-. _ 'El ALLOWABLE DEFLECTION FROM LIVE LOAD W � to =S Z'?C 1�" � � ROOF RAFTERS(NO CATi-�RDRAL CEILING) L180 ' ROOF RAFTERS(CATHEDRAL CEILING) L/360 Z `� IL 7t -- _ CEILING JOISTS L1360 FLOOR JOISTS U360 �+ _ c:. WIND LOADS t� ULTIMATEDESIGN WIND SPEED= 130 MPH(WIND ZONE 1) 12z�� 9 NOMINAL DESIGN WIND SPEED= 101 MPH C� '' :, N L►t✓c o� C.oNc. RAMP v < ••%� b SEISMIC DESIGN CLASS : B t u , u WEATHERING INDEX : SEVERE(USE 3,000 PSI CONCRETE FOR '� o f� DA;__ I (�• _ � 4- �� �� FOUNDATIONS AND 3,500 PSI FOR SLABS EXPOSED TO FREEZING) � 00R, / t/'- �'- C(0 FROST LINE DEPTH: BOTTOM OF FOOTING TO BE 3'-0"MIN.BELOW h FINSHED GRADE a t •t CONTINUOUS RIM FULL-HEIGHT BLOCKING 6"DIAMETER s� TERMITE INFESTATION PROBABILITY MODERATE TO HEAVY . t t CONTINUOUS ALONG LENGTH OR BAND JOIST OF BRACED WALL PANEL CONTINUOU IM ADDITIONAL FRAMING FULL-HEIGHT BLOCKING o OR END JOIST MEMBER DIRECTLY ABOVE 0 16'O.C.ALONG .57[/ ? ,�, WINTER DESIGN TEMP: 11 F } BRACED WALL PANEL BRACED WALL PANEL 2 8 _ O 1 ,� 011 r... - v PERPENDICULAR FRAMING M"ILECTM It® ^' � � ¢,P, INTERIOR DESIGN TEMPS :72 F MAX FOR HEATING AND 75 F MIN {` PAMTOPM �� FOR COOLING = t3d Q(i O.C.ALONG TOE NAIL 3Bd 8d @ 6-O.C.ALONG 8d A E O.C.ALONG ' ,J - BRACED WALL PANEL BEATING DEGREE DAYS : SEE RES-CHECK CALCULATIONS All exterior lighting BRACED WALL PANEL NAILS AT EACH BRACED WALL PANEL t' Q 'Q 8d06-O.C.ALONG -':'.. installed,re placed or r-' BRACED WALL PANEL BLOCKING 8; AIR FREEZING INDEX 1,SOO J WAS LL MEMBER repaired shall conform i �-- BRACED WALL PANEL ;_ ->��--:-a�'= � '� ` _ '•�� ICE SHIELD UNDERLAYMENT REQUIRED : INSTALL•AT ALL EAVES to Chapter 172 ' D - FROM THE EAVES EDGE TO A POINT AT LEAST 24"INSIDE THE Wri G BRACED WALL PANEL s-BRACED WALL PANEL BRACED WALL PANEL ' BRACED WALL PANEL of the TO Code °`r " EXTERIOR WALL LINE OF THE BUII.DING 316d a 16 D.C.ALONG 112-B BRACED WALL PANEL 3-16d 0 IS-O.C.ALONG 3164 AT EACH 3-16d @ 16"O.C.ALONG 1-16d @ 16-O.C.ALONG r. q' .i y FLOOD ZONE '�+1 I S P Ro.1+� Crt 15 hl(�( I IJ A BRACED WALL PANEL BLOCKING MEMBER BRACED WALL PANEL BRACED WALL PANEL r e� > 1,0op ZONE a- ► O O '`` '` 1/2" WINDBORNE DEBRIS REGION TH 15 P R 0 3 E GT l S t/J 2-16d NAILS EACH SIDE The construction type .fi;x' 't?5.?.: A (!�1 h/17 v O�G l/C+V�-1 S [��G!�/1, �T I tY r� �.•- !� �. t designation Shan r 15 N6 GLASS (N AO`J � Y�to(� QK A'CTS'R6�ED WITH (Y PERPENDICULAR FRAMING -r�,-,r�,•�lr�,-tv-or-v� _ FRAMING UNTIL SURVEY e ADDITIONAL FRAMING to lndtcate the construction ' FULL-HEIGHT BLOCKING i N CONTINUOUS RIM -PAEMBER DIRECTLY BELOW BRA16-ED WALL PANEL FULL-HEIGHT BLOCKING �atr��ion o the 'v O S�� PA N�U� A� R C` "OF FOUNDATION LOCATION D `/ OR END JOIST BRACED WALL PANEL DESIGNATION FOR STRUCTURAL _ Q CONTINUOUS RIM CONTINUOUS ALONG LENGTH section 602 of the BCNYS COMPONENTS THAT ARE OF HAS BEEN APPROVED. � � � 0 OR BAND JOIST OF BRACED WALL PANEL TRUSS TYPE CONSTRUCTION FIGURE R602.10.8(2) F-t�0 J E CIT Irl OTIC S 0 p ❑ aFW FLOOR rRAMINO INCLUDINO -� GS"W 5 P BRACED WALL PANEL CONNECTION WHEN PARALLEL TOtFLOOR/CEILING FRAMING FIGURE R602.10.8(1) OIROERS AND 6lAMS R acA O P�P O�� 15A(LN _ ' 2 q �o �7 (2tpperV BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING f°R" ROOF FRAMING rI O C � pp W AVL �t t 1 FR FLOOR AND ROOF FRAMING � x 3Z 30- Lr7 to t 1/rcbl' Tito 12DO� 11 00 �V5 S _51G T lL �rS, ' y . • . . _„ v ` =,o { Braced Wall Lines and Panel Calculations as per R602.10 �- Wind Adjustment Factors used as per Table R602.10.3(2) 2`' St G/J �o(L I 1.00(Exposure Category B, 1 Story) ( •A o i,5c 1-9-t,P PIT 1.00(Eave to Ridge Height over 5ft, less than 10 ft) y ' n ' � `rr,� A���'"+ µKt t�V (Ili„ I rJ UTI l.l`i� GlA�c I IY1ov►-F; S1 Gl�l 0 N W Aft- NEXT /1' r' f=i>f; i I� <.� 1.05(Wall height 11 ft) (/�G To �� L"(�-tG SU8-PJB hl�Gl. 1.00(2 Braced Wall Lines max) l I _ 1/6"z 1.0125 (use 1.00)Averaged Adjustment Factor ' Ir fA( ^j :[ a.(✓° ` 13 R-Ac f D V I /D• I'i, 5 LAIR >- :}. ��, 1, .G F " _ ! Minimum Length of Individual Braced Wall Panels as per Table R602.10.5: 2'' 2" 34 a Gorr Method CS-WSP: 11 ft wall height adjacent to 108"tall door max=43" k i. t-t_.�l is ,r. •.v• 1'. s .., t;, .� .,..^.-. �s'' nin Requirements on Braced Wall Panels As per Table R602.10.4: ., _ •• Fastening g 1 11 ft wall height adjacent to 42 tall window max=33 'f ioU3�;,'I"P i_ �'Et_i T--yj " lic.'',J�-"-�"�ilT� i,'r TI"'i-COG.';;OP I��ttd ..,,,.- .,z�- ` `' ., .,.� r �'-_.`..`.::.:..w�••-"'. Method CS-WSP: As per Table R602.3(3)exterior sheathing attached with 8d common nails(0.131 shank x 2.5"long) at 6"o.c.at the edge and 12"o.c.in the field. Interior gypsum board attached as per Table R602.3(1) n �,� RESIT 01�1ST!-E FOR t~ .�� /� /� _ `-7 g � 1�•W`' yr '-' °. � � yr p e i C+n �>�I C�" ' L - L � t with i c. galvanized roofing nails, the staples 15/8"long or 15/8"screws Type W or S at 7"o.c.at the Minimum Total Length of Braced Wall Panels Required Along Each Braced Wall Line as per Table R 602.10.3(1): 'r /+F P C l�,i I OR C Oi.QTR.JC {O d EPOOR . 5 A N t;�c NJ All BWL's : 28.0 ft spacing requires 6.9 ft min of CS-WSP(Interpolated) FLrt- 1t ALINrF.CrroN t«QutREn edge and in the field. ., BWL"A" : 4.0+4.0+4.0= 12.0ftprovided D(SP0' �` r'I�, L'�;.'77FICATION DR,9 E'Y� �`� BWL"8","1" &"2" : 4.0+4.0= 8.0 ft provided i f_r40 CONTENT BEFORE _ :: ICATEOFOCCUPANCY PLUMBING D A ,�. -',��� USED IN Ura TER / I--PLUMBIP!G WASTE 2 - .. . .... . vL+v. V.•r a. wJ1 Tf' LUVCI,id1L'+ Asphalt shingles to be ASTM D 7158 class G OR H or ASTM D 3161 class F. Asphalt shingles shall have the >minimum number of fasteners required by the manufacturer, - -- - � V P t_A but not less than four fasteners per strip shingle.Fasteners 2``X2�` C 0 shall be galvanized steel,stainless steel,aluminum or copper roofing nails,minimum 12-gage shank with a minimum'/s- inch-diameter head,of a length to penetrate through theP I T 2 x t Fr— I G�d o -AS �oTP AAS C.F4�10 CA11�It� roofing materials and fully through the roof sheathing. 2X & (hAr-Vt-Tr'..lM 1"'fNek r, ?%1��� �r 514 5A001�4 $ X 11 toH HA"I -PANS U ICAI- SIDtn1 ` G� 5 tk rP2nnt�,, a t-?,�-�nn Rv s Tl �t�Alr1 A s Pte-. I A 616 . R B 0'Z At , �,Stt� 8 � � � /I PWA S4+1 IJ 4 L4�5 o Vrc� U--1 o rr GD _ '('i N t s{� �y{�T�� �%�t2�►,, (3/t� x 2�i, �Y•. 1�1~ - �o Go N r� rJ '� M ori ?1(c � H2A -� o �I� (=bVC OV�� ��IroK Pt�y�� �(�I`lY�I►N� `�/�I SMoo-T){ Ar ., tZ;. VAP A T S P ITo}4Z0 GAP AT �c+t RR -To SVD CoN►�cC;TiDj� STOPA4e Amc_ 3/4` 0 8 0 'Cn-IM � I� (���� �VEYI.�1-�4N�( (41S'� U PW'n C,4PA01,1) 2x 8 G'e t "o FIA VO I toAZD 1t,ACJL ?1DVJVcYL C14 sM00_Df FAC-AA CoA 151.1DItJGI doo r V6-YZ I CA V 1�1�•PFJ�t, SInI tA �WYL N G�-t�L EN �� I Co �N�, No SOffIt I���E � el AT tf,�r�l-Bo/+2D AT GA6" -7/1 l 1- til /1 Co GD X P I��tND 0 V v4tj 414 " !STI G _0 I 'Lo OTA t. I % 4 N1 NG E>� ��tJ E L c X 5� .2 2X +Z-t f _ (Stix - � I o R- b'1kV } / It dna P it PJI I�i III 1:E 1111 11 1 111111 r 11111111 I 7 GoATF1D STEP i-PANS a y` f-htj4 ` l`ritP) VV1,TICALW 40 4 C ( Co'a� -- - 3Soo P-► MrN/ _° ---- - ---- - �9 o NA201--M.tN� u s ,�- kil 2 x G pT. s I�t. o /A �t,v s-t 1 &e D'A P-ML U-'' � �Y�,iTC 5µ1 G,l/D — - — — — — - — _ — — — l N l s ,SIw sit,(-r�o.l p,T. � x � - r1i > C4'1C__7< ? 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