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HomeMy WebLinkAbout41286-Z Town of Southold 5/8/2017 o P.O.Box 1179 53095 Main Rd �y ?w 4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38930 Date: 5/8/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 12500 CR 48, Mattituck SCTM#: 473889 See/Block/Lot: 108.-2-7.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/3/2017 pursuant to which Building Permit No. 41286 dated 1/13/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ACCESSORY GARAGE AS APPLIED FOR The certificate is issued to Steele,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 17 ut ed Signature o��u�Fna,r�o TOWN OF SOUTHOLD k BUILDING DEPARTMENT W 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#: 41286 Date: 1/13/2017 Permission is hereby granted to: Steele, David 107 Elijahs Ln _ Mattituck, NY 11952 To: demolish an existing accessory garage and construct a new accessory garage as applied for. At premises located at: 12500 CR 48, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-2-7.1 Pursuant to application dated 1/3/2017 and approved by the Building Inspector. To expire on 7/15/2018. Fees: DEMOLITION $280.00 ACCESSORY $445.60 Total: $725.60 Building or �316, ,avic( Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. [— j—1-1 New Construction: Old or Pre-existing Building: (check one) Location of Property: 'S "k1k_ �_T_= Z __ House No. Street Hamlet Owner or Owners of Property: ZD �j`�6�1 {� Suffolk County Tax Map No 1000, Section Block Z Lot -7• Subdivision / Filed Map. z/ Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /1WIC7yature 4 r l SOF SOUjy �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) oR ARKS: l5TVt K,/ KQ cru s bm-,� emy t&t"b, A, a-eb v DATE INSPECTOR SOUIy how olo cOUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION'2ND [rULATION FRAMING / STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ✓- c REMARKS. � �� r S o • DATE INSPECTOR f � ''x' t �y ' 1 I�lliedk,Des� 1 - c i�ec ' a1,= r ? f l__r p G ` May,.I',2017' IBJ_ V y VEVE Town'of'S,outhol'd',` � '- _ `,,.� i •., _ - , , D" artment Building,D,p _ _ P MAY 5 .2017', , -- 'Re -'David Steele PTBU BUILDING D�7-°Eijahstn' ' ; TO"OF SOUTH®LD "f 'Mattituck;`NY`11=952{ , Perrriit#'412,86' ,Dear,Sir's;f h am`writing'to confirm.andadvise`tliat'th'e,footings`for the subject"have been;completed," r %iri,'substaritial•coriipliaricet'o my plans,dated 12=6='16:,`.,` -I`=have been'advised-by;iny representative;that'the"const'ruction was`'done acc`'ording toLLthe -plan"s,:using,tl riiafdr'ials-specified; and•without substantial•deviation:' " „If there'shoul'd,be-faitherg stions`regarding this,proj;ect,pleas"e ad'vise:" Respectfully„.' ,,. Allied'De'si ri A'WE'`Grou` ;,P'.C. , �MichaehL.�1VIcC,orrriick;''P.E: ;,'�. ��- � �:�';�,r � ,�,�; _, - ;�� ��'.', • cn` • ''� ''r, `1` - � - I:' - ” - -i � � - �� " 'fir .. 100'S. Perskin` ::P 0.,.Box,110: 41 61550, ; - i �- • ; .r 309.263':41'0 _ Sf- 1 r r.' n FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) y ------------------------------------- FOUNDATION (2ND) CIF z o ROUGH FRAMING& PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE - 1Q9ltil s Q�+ e -b s FINAL ADDITIONAL COMMENTS C \ ' o� v� 0 Z m X 1 z . d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do-you have or need the following,before applying? TOWN HALL Board of Health - SOUTHOLD;NY 119. 71 % 1 -.K 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. . C��� Check Septic Form " N.Y.S.D.E.C.' 'Trustees C.O.Application D 1ECROVE Flood PermitExamined - 20 - Single&Separate _ Storm-Water Assessment Form JAN 3 2017 Contact: . Approved ,20 - Mail to: Disapproved a/c d1l :DRIGT = OLD Phone: L6>1-Z5S-5�'t l Expiration x,20 ecto - ' APPLICATION FOR BUILDIN ERMIT, Date , 26' -INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted-to-the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the'Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on,thepremises available for inspection throughout the work. e,No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. 'f. Every--huildirig permit shall expire if'the work•authorized has not:corimmenced within 12 months after the date of issuance'or has,not beenmompleted within:l8 months:fro`in such date.If no zoning amendments or other regulations affecting the property,have b'een-enacted in the interim,the Building Inspector may authorize;•in writing,:the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,,Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings;additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply,with all applicable Paws, ordinances,building code,housing code, and regulations,and'to.admit authorized inspectors on premises and in building for necessary inspections. (Signa r ap icant o name,if a'corporation) ZZ5SS" CAC;)l W 1= (Mailing address of applicant) State whether applicant is owner,'lessee6jen chitect, engineer, general contractor, electrician, plumber or builder Name of owner of premises PktrD 6- V-4— (As on the tax'roll or latest deed)`'' If applicant is a corporation, signatur au orized officer (N L title of corporate officer) Builders License No.T, ',?�?(. �?f Plumbers License No. Electricians License No. --Other Trade's License No�- 1. Location of land on which proposed work-will,be done: ' House Number `. Street ' . Hamlet County Tax Map No. 1000 `Section 6 Block d2'',z''` Lot' �. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises'and intended use and occupancy of proposed construction: a. Existing use and occupancy 046 � &0&A A4eZa LZLaIP b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair RemovaDemolition Other Work o (Description) 4. Estimated Cost r7 rs -1(+To Abe paid on filing this application) 5. If dwelling, number.,of dwelling units Number of d If garage, number of cars I-,,N4 ; � �! ,,< 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use 8 7. Dimensions of existing'structures, if any: Fronttr;iz ;ja'iyx %'607 zz> Depth 3o Height 12-4 Number of Stories Dimensions of same structure with al ns:,Front Depth eight er of Stories 8. Dimensions of entire new construction: Front- Rear , e Depth Height 14' YZti Number of Stories 4>d&- 9. Size of lot: Front 3� Rear q 5(o Depth cl ( 5 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A L 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 'G 14.Names of Owner of premises C:A12-ir— Address 7Tt-T Z_r_ Phone No. /,,3(-441�0 11�1aS" Name of Architect ALdel9fto . Address dtrW_+40�tjf— Phone N -2 Name of Contractor 11 ItrIffi Address Phone No. 1-Zt5-` _W 15 aAs this property within 100 feet of a tidal,wetland or a freshwater wetland? *YES NO 1� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B_ E.REQUIRED. b. Is this property within 306 feet of a tidal wetland? * YES NO ' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurateafoundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE'OF NEWYORK) SS: COUNTY OF ) �xP-&ZAAA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is theme, (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 day of:J IY)UGIJI 20' 17. s_JA044 rl MRA �V42,0-j" Notary 1 ubli alurRPX' plicant �f CEY L. D1IVYER' NOTARY PUBLIC,STATE OF kEWYORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,20LO Y Scott A. Russell 01STO]KI��J WATIEIR, SUPERVISOR 0 I��[A\NA\�G 1EIw1UEN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 4 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) Yes No (CHECK ALL THAT-APPLY) ❑[� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑(A B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑9 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑0 F. Installation of new or,resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department-with-your Building Permit Application. APPLICANT: (Property Owner,Design Professional, gent ontractor ther) S.C.T.M. 1000 Date: DutFld Z NAMEW ✓� ���.. � Section Biock Lot FOR BUILDING DEPAR"I'NlL:NT LSI: ONL E ` Contact Information b���Z �U� Reviewed By: A— — — — — — — — — — — — — — — — — — Date 1-3 _1 /�7 Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Approved for processing Building Permit. Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan ib Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 11C�c o Town Hall Annex Telephone(631-1802 54375 Main Road ? -c �. Fax(631) 734-9502 P. O- Box 1179 CD rIO �r Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: ��� S Location of Property: 10-7 LZW'5 L-.-AUE. Please take notice that the (check applicable line): Newresidential structure MKAC> 4a=-'a7" 640AC� Addition to existing residential struciu're a4 Abd Rehabilitation to an existing residential structure to be constructed or.performed at the.su- b}ect property refergnce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction{PW) Timber construction (TC) in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 1 01 .Name (person subing his form): Capacity(check applicable line): Owner Owner representative I TrussResRegl5.docx Effective 1!112015 6" DIAMETER ' 4 REFLECTIVE RED ROMAN(ALPHANUMERIC PAN 1014 - - - - - - - - ----- JESivN?hTluit vF C07vSTacUii iuid - (PMS) #187 TYPE BASED ON SECTION 602 OF THE BUILDINIG CODE OF NEW` YORK STATE 2" MIN- REFLECTIVE WHITE 112" STROKE , -- ..--•- --- :vl�s�t��ont�ci�"-s�6c•I�It-Irdt _ -- --------�______—_--- ' ---- . '- ' --_ COMPONENTSTHAT ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,INCLUDING _ GIRDER§ ARD BEAMS "R" ROOF FRAMING -FR" FLOOR AND ROOF t=RABdll�-& TRUSS IDE4TIFIC4TICN SIGN COMD LIAICE-WTI-I 19-W-C RRPP9F12G54 N3rMSCALE -- �- • _ EXILE TRUSS IDENTIROPMON SIGN DATE0N0W2005 NEW YORK STATE DEPARMENT OF STATE DIVISION OF CODE ENFORCEMENT - `L - • ANDADMINISTRATION* �{zT�ceNXA�T�CiC= .. w� ,4,.,:.'�}, 'a y`,' ..rM:;y fg't isw,`ti? •• -,,ra 'r .P -"�y.'�•+•�'e,i^�`- Y •4 •'Yrc _ ..x{.S t_�"F.. '- ..-..;.. j I �'%; A4 ©tc Poll gong- IV _ I -moo ` c •;"7 ' �� rS/I c _f•N.4x rel i` [X 1.,U,i B��Z�% Cty i r ' �71rJ� i { ' i r I r ra ` r I ' • I � t»1 C1 } ' I � br4�wyMai4�y*�� , rands L_ u���U�, )'��n 5 ,�'r "•` '�'O n.waµnrerirw..r� .rc`O(�. fd 1C,� f�A�' i 1,f/G,,x? �• d'ry la h D..aanM4on M a•.;an.nanm...r wnq..f t/'&ke?1.:,'.`- i- v�aay..a:i•rx.an....,w t�f'L-'ti h�l�l•��'Y7' .4/. 5' `4., b aQly L•,Wu4rnl v4bquay � vl 0 I .rrfi�X S I :. ..n., fJ tY {f _ `�et. ';{'.�•r,�•}�l;ii,�:}�a%.J-�r'�'�'_, .��F•;ry,f y .�,Y.,Sj.:+•., •'', `;:S"�':a,;+' 7 Vis.,. ..1 i'«� .i • I t �7 t4,,.J%,a�s7'y-„•+ '',i` +r,'lre: A.. �-:J .�•L':"S.�L '�t� l U.t��„ ••u�Ft'r•„w��;}• •yi � '� '�'d {:. -e'4.�.�'``� Y "'4-�•. _r: � ... r..r: a . - .. .. _ .__�.-Y-•'L�.:.u�._:GL-.._.s.N=,n.:� ��...re� :�4 .. �'lY�•l6re�� '�J.1..•.J:s�„..S•f.4+�i'r�arL�i` t'i.�l,v�,., ie4�..+a�,n:.�,:�ri�%. `-- �-�S. I i hl ! DATE(MM/DD/YYYY' CERTIFICATE OF LIABILITY INSURANCE 09/23/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CkRTIFICATE 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(ies)must have ADDITIONAL INSURED provisions or be endorsed. IfISUBROGATION 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), c m PRODUCER NAMEACT .a Aon Risk Services Central, Inc. PHONE (866) 283-7122 Chi ago IL office (AIC.No.Ext) a,Ne (800) 363-0105 2001 East Randolph E-MAIL O Chicago IL 60601 USA ADDRESS = INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURERA. Zurich American Ins CO 16535 MOrtOn Buildings, Inc. INSURER B• American Zurich Ins Co 40142 252�West Adams Street Morton IL 61550 USA INSURER C: Great American Insurance Company of NY 22136 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:570063812824 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 Limits shown are as requested INSR A POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMtDDNYYYI LIMITS A X COMMERCIAL GENERAL LIABILI Y GL0937631813 MMIDDIYYYY EACH OCCURRENCE $2,000,000 CLAIMS-MADEX❑OCCUR DAMAGE ORENTE $1,000,000 PREMISES occurrence Ea MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $1,000,000 N GEN'L AGGREGATE LIMIT APPLIESPER GENERAL AGGREGATE $2,000,000 N X POLICY ❑ECT F—]LOC PRODUCTS-COMP/OPAGG Excluded OTHER o 0 A AUTOMOBILE LIABILITY BAP 9376314 13 10/01/2016 10/01/2017 COMBINED SINGLE LIMIT `O Ea accident $2,000,000 X ANY AUTO BODILY INJURY(Per person) Z OWNED BODILY INJURY(Per accident) d AUTOS ONLYNSCHEDULED AUTOS +� X HIREDAUTOS NON-OWNED PROPERTY DAMAGE U ONLY AUTOS ONLY Per accident d C X UMBRELLA LIAB X OCCUR UMB4101142 10/01/201610/01/2017 EACH OCCURRENCE $2,000,000 U EXCESS LIAB CLAIMS-MADE Umbrella Liability AGGREGATE $2,000,000 SIR applies per policy terns & condi ions DED X RETENTION B WORKERS COMPENSATION AND WC937631113 10/01/2016 10/01/2017PER OTH- EMPLOYERS'LIABILITY Y/N A05 X STATUTE E A OFFICEOPRIETER PARTDED7NER/�CUTIVE NIA WC937631213 10/01/201610/01/2017 E.L.EACH ACCIDENT $1,000,000 (Mandatory in NH) Retro WI, MA EL DISEASE-EA EMPLOYEE $1,000,000 If yes,descnbe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $1,000,000— DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) —Q i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WALL BE DELIVERED IN ACCORDANCE WITH THE �r POLICY PROVISIONS. X Town of Southold AUTHORIZED REPRESENTATIVE R'ri PO BOX 962 �a Cutchogue NY 11935-1146 USA Misr Us ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD STATE OF NEW YORK WORKERS* a. COv1PENSATION BOARD I CERTIFICATE OF NYS WORI,CERS' COMPENSATION INSURANCE COVERAGE la. Legal Name&Address of Insured(Use street address only) 1b. Business Telephone Nu mber of Insured 309-263-7474 l Iorton Buildings 252 W.Adams Street lc.NYS Unemployment Insurance Employer orton,IL 61550 Registration Nu mber of Insured 1532342 Work Location of Insured(Only required if coverage is specifically 1 d.Federal Employer Identification Number of Insured 11.1i ted to certain locations in New York State, i.e., a Wrap-V or Social Security Number Policy) 37-0347310 1 2.(Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) American Zurich Insurance Company 3b.Policy Numberof entity listed in box"Ia" f WC 9376311-13 Town of Southhold 54375 Main Road 3c. Policy effective period Southhold,NY 11971 10101/2016 to 10/01/2017 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partners/officers included) all excluded or certain partners/officers excluded. Thos certifies that the insurance carrier indicated above in box "3" 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 thi Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier ivill also notes the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums 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 th-iJsform is approved by the insurance carrier or its licensed agent,or until the policy expiration(late listed in box "3c", whichever is s 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. i i Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced abi veand that the named insured has the coverage as depicted on this form. Approved by: Kelly_Cada (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 10/01/2016 (Signature) (Date) I Title: VP Underwriting Services i Telephone Number of authorized representative or licensed agent of insurance carrier: (847)-605-6914 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-10.5 2 Insurance brokers are NOT auihorized to issue it C-105.2(9-07) www.wcb state.ny.us i STATE OF NEW YORK WOR ERS'COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAR' PART 1. To be completed by Disa ility Benefits Carrier or Licensed Insurance Agent o that Carrier Ia. Legal Name and Address of Insured(Use street address only) lb.Btisiuess Telephone Ntuuber of hisured MORTON BUILDINGS INC (309)263-3655 P O BOX 399 Ic.NYS Unemployment lusurance Employer Regisn-ation MORTON, IL 61550-0399 Niuttberoflnsured 1532342 1 d.Federal Employer Idetltification Ntullber of Insured or Social SecurityNitlntw 370-34-7310 2. Narne rnid Address of the Entity Requesting Proof of 3a.Name of hisizatice Carrier Coverage(l idly Being Listed as the Certificate Holder) NEW YORK STATE INSURANCE FUND Town of Southold 54375 Main Rd. 3b.Policy Ninnber of entity listed in box 111a": Southold, NY 11971 DBL 1864 86 -8 3c.Policy effective period: 07/01/2016 to 07/01/2017 4.Policy covers: a.® All of the employer's employees eligible under the New York Disability Benefits Law b.Ej Only the following class or classes of the employees employees: I I Under penalty of perjury,I certify that I ani an authorized representative or licensed agent of the insurance carrier referenced above• and that the named insured has WS Disability Benefits insurance coverage as described above_ Date Sighed 10/6/2016 By '5 ��` �--'� Joseph J. Masi (Signature of irsura rim-corner's a utho rued represe rtat Pie of MS Lice r red i rsura rce Agent of tha t irsura nw_carrier) TeleplioneNum1wr (866)697-4332 Title Director of Disability Benefits Insurance IWPORT.Wt- If box"•1a"is chec$ed alai this foan is s Sned by the insurance carrier's authorized rePresentatim or NYS Licensed Insurance,Agnnt of dial carrier.this ccairicate is COMPLETE. NMI it direclly to the cenfficate bolder. If box 144 it checked,iris cettifteaw is NOT COMPLETE forputposes of Section 220.Subd.3 of the Disability Berufits Law. It must be smiled for comploion to the Worker'Cormpemsation Board.M Plans Acceptance Uuir.vU Park Street-Albany.stew York 12207. PAi1;T 2.To be completed by NYS Workers'Compensation Board(Only if box"0"of Part I has been checked) State Of New York Workers'Compensation Board Attordiug to information maintained by the NYS Arorkers'Couipeusation Board,Elie 8bove-railed employer has complied with the NYS Disability Benefits Law with respect to all of hislier employees- Date Signed By (Sitttattnre of AWS workers Conilmisation Board Employee) Telephone Number Title Please Note:drily insurance caniers licensed to ivriie NYS disability benefits insum,nce policies acid NYS licensed insurance agents of Those insurance carriers are authorized to issue Forni DB-120.1. Insurance brokers are NOT authorized to issue this foam. DB-120.1(5.06) Certificate Number 398786 Jab ry�g-2 �ry-�y Markt' ,g -Quan Type Span PI-HI Left OH Right OH - �I:�jryggTlllP F2090 24 SC N PLATE 6-1-20dJ 0222401 t'2 1 ZRC44 230900 4 0 0 HO 1-3-8 HO 1-3-8 11-10-8 - - #8.75xll.25 C #2.5x5 �/ �- \\_ ��� #2.5x5 5-3-0 #18G-MN18-10x16.25fi -/^��- W2 \ #18G-MN18-10x16.25 OF A W3 W4..i"., fes„ �... D Wl .._©---842.1-r , Bl II --- LF G B2 #6.25x8.75 #18G-MN18-6.25x12.5 #6.25x8.75 , BC' 11-10-8 23-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR Scale 0 247"=1' Mi.TekO Online Plus' APPROX. TRUSS WEIGHT: 212.1 LUS Online Plus -- Version 30.0.054 A -I 0.99 6479 C 0.12 0.87 RUN DATE: 29-AUG-16 I -C 0.73 5691 C 0.07 0.66 NOTE: USER MODIFIED PLATES C -J 0.73 5691 C 0.07 0.66 This design may have plates Southern Pine lumber design J -D 0.99 6479 C 0.12 0.87 selected through a plate values are those effective --------Bottom Chords--------- monitor. 06-01-13 by SPIB//ALSC UON A -H 0.56 6004 T 0.32 0.24 Max comp, force 6479 Lbs CSI -Size- ----Lumber---- H -F 0.48 5000 T 0.27 0.21 Max tens. force 6004 Lbs TC 0.99 2x 8 SP-#1 F -G 0.48 5000 T 0.27 0.21 Connector Plate Fabrication BC 0.56 2x 6 SP-2400f-2.OE G -D 0.56 6004 T 0.32 0.24 Tolerance = 10% WB 0.16 2x 4 SP-#1 -------------Webs------------- This truss is designed for a WG --- 2x10 SP-#1 I -H 0.16 884 C creep factor of 1.5 which H -C 0.12 778 T is used to calculate total Brace truss as follows: C -G 0.12 778 T load FD flect �a� n O.C. From To G -J 0.16 884 C" L�� D TC 24.0 0- 0- 0 23- 9- 0 BC 90.0" 0- 0- 0 23- 9- 0 TL Defl -0.43" in H -G L/643 LL Defl -0.36" in H -G L/764 psf-Ld Dead Live Shear // Grain in I -C 0.79 M AY - 5 2017 TC 4.0 32.0 BC 0.0 0.0 Plates for each ply each face. TC+BC 4.0 32.0 Plate - YN18 Ga, Gross Area -BUDDING DEP+- Total 36.0 Spacing 108.0" Plate - MN20 Ga, Gross Area ®UTH®LD Lumber Duration Factor 1.15 Jt Type Plt Size X Y JSI 'roWN OF S Plate Duration Factor 1.15 A# MN18 10.0x16.2 Ctr- Ctr 0.78 Fb Fc Ft Emin I# MN20 2.5x 5.0 Ctr Ctr 0.41 TC 1.00 1.00 1.00 1.00 C# MN20 8.8x11.2 Ctr Ctr 0.61 BC 1.00 1.00 1.00 1.00 J# MN20 2.5x 5.0 Ctr Ctr 0.41 D# MN18 10.0x16.2 Ctr Ctr 0.78 Total Load Reactions (Lbs) H# MN20 6.2x 8.8 Ctr Ctr 0.30 Jt Down Uplift Horiz- F# MN18 6.2x12.5 Ctr Ctr 0.69 t�itter„ B 3848 G# MN20 6.2x 8.8 Ctr Ctr 0.30 I�� s E 3 84 8 !d ll oc # = Plate Monitor used Jt Brg Size Required Placement Tolerance Used 0.12 in. B 5.5" 3.2" Ute_ (.rte 0 s° 3.2" REFER TO ONLINE PLUS GENERAL ; v �ya NOTES AND SYMBOLS SHEET FOR t;, ( r_c: LC# 2 Dead Load Check ADDITIONAL SPECIFICATIONS. c`�• � � `� Dur Fctrs - Lbr 0.90 Plt 0.90 v�F ®� :n, plf - Dead Live* From To NOTES: TC V 36 0 0.0' 23.8' Trusses Manufactured by: BC V 0 0 0.0' 23.8' Morton Buildings, Inc. Analysis Conforms To: ' Membr CSI P Lbs Axl-CSI-Bnd TPI 2007 ----------Top Chords---------- Online Plus-@)Copyright MiTekE)1996-2016 Version 30 0 054 Engineenng-Portrait 8/292016 7 02 56 AM Pagel NOTES: SL 12-6-3 SL 12-6-3"l HO 1-3-8 110 1-3-8 L SL 6-6-3 6-0-0 6-0-0 6-6-3 , EP 6-2-3 11-10-e 17-6-13 23-9-0 TC _..- ----6-2-3 -- - ----._--_ 5-8-5 —___ ---- — ----5-8-5 ---------- 6-2-3 ---- SL 12-6-3 12-6-3 EP 11-10-e 23-9-0 - - __— -TC ---- -_ -_---- 11_10 11-10-8-8----------—---- -------------- ---- ----- #8.75x11.25 C -1' 4 #2.5x5 #2.5x5 I � J T1 T2 5-3-0 W2 8F #18G-MN18-10x16.25 W3 W4// #18G-MN18-10x16.25 A / D i B f \``-`� E Wl Al B1 F G B2 #6.25x8.75 #18G-MN18-6.25x12.5 #6.25x8.75 sc--- ----------- if-ia=e — — ---- —f--- -- - --- — If-fd—e-- EP11-10-e 23-9-0 ' 7 11-10-e 11-10-8 BC -' 7-10-e --- -4-U-0 ---- 4-0-0 - 7-10-e--- --- -- EP 7-10-8 11-10-8 15-10-8 23-9-0 7-10-8 4-0-0 4-0-0 7-10-e µ'= — --------23-9-0 --------- —-- - ----- i EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale 0 338"=1' MiTekfl Online Plus`" Job MarkQuan Type Span Pl-Hl Left OH Right OH Singlenrawijtg 2090 24 SCITT PLATE 6-1-201310222401 42 1 ZRC44 230900 4 0 0 Onime Plus-0 Copynghl MiTekO 1996-2016 Version 30 0 054 Single Drawrng per Page 8!2912016 7 02 56 AM Page 1 (5FFICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. rMORTON BUILDINGS GENERAL SPECIFICATIONS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-064446 INCORPORATED AS PART OF THESE DRAWINGS. LAMINATED COLUMNS -NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o MFS PRE-CAST CONCRETE COLUMN -MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, N Q. MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO - REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.12.2 � RESIST BOTH AXIAL AND BENDING FORCES. a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS =20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY w STRUCTURAL MEMBER = 20 PSF m FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE z c.) FOOTINGS = ?4 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHEP Z (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL). �/ Z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS O (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE COLUMN IS THEN BACKFILLED 4.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE _ WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). DIRECTION OF THE LICENSED / REGISTERED ENGINEER . 5.)+ THE PRECEDING SYMBOL_IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE ��•/ TREATED LUMBER-- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' o„/ OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 1 lI PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH III I USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. FRAMING LUMBER-SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO.2 OR BETTER SPACED APPROXIMATELY 36 J O.C.WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO.2 OR R ON EDGE SPACED APPROXIMATELY 24"O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ., Lu LU - BETTE "�_;�; z �. ED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS u ROOF TRUSSES- FACTORY ASSEMBLED S PLATES AS REQUIRED U AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT > . STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. ® o SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON Lu �—' O EXTERIOR. � 1 O F. TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELSmemo . 'Y O GUTTERS -5"K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 2x4F1F1 02/12 O 1 ! 1 2 �aLu u j O DRAWN BY.' ROBINSON DATE: 11/30/2016 2. :. ;. s _. "' :;r CHECKED BY. C W G 3. ,6ij `"a BUILDING DESIGN CRITERIA DATE. 12/5/2016 4. USE GROUP REVISED DATE.' - r,i_!- CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DA TE., -- F"�f !,1';:":"' :'i"r %. - N.N r r, f _. CONSTRUCTION TYPE VB SIZE DESCRIPTION BENDING VALUE Fb RISK CATEGORY I REVISED DATE. ---- Y:Ji'ii\ ,. !'.` L F Oii 2x4 NO. SPF 1313 PSI 972 SQ. FT. REVISED DATE. ' 1500 PSI BUILDING AREA o, C' ;.�! :!r� E:F;if? 2x4 NO. 1 SYP -- 2x4 2100f MSR SPF 1 00 PSI MIN. LIVE ROOF LOAD DESIGN SEE NOTE #3 1 HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR 2X6 N0.2 SPF 1138 PSI ROOF SNOW LOAD * 14 PSF THIS BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY 2x6 NO. 1 SYP 1350 PSI GROUND SNOW LOAD 20 PSF LICENSED/REGISTERED PROFESSIONAL ENGINEER. 2x6 2100f MSR SPF 2100 PSI WIND SPEED (VULT) 130 MPH SHEET INDEX L) 2X6 2400 MSR SYP 2400 PSI WIND SPEED (VASD) 101 MPH ..-'_,Y 2x8 NO. 1 SYP 1250 PSI SHEET# DESCRIPTION 2x8 2400 MSR SYP 2400 PSI MICHAEL L McCORMICK, P. G1 OF G1 SPECIFICATIONS &SHEET INDEX 2x10 NO. 1 SYP 1050 PSI mlmccormick@allieddesignaes, S1 OF S7 COLUMN PLAN 2x10 2400 MSR SYP 2400 PSI *ROOF SNOW LOAD CALCULATIONS DATE��REG.#_ 'j . S2 OF S7 TRUSS/BRACING PLAN & DETAILS " 2x12 NO. 1 SYP 1000 PSI Ps = 0.7 x Ce x I x Pg x Ct x Cs fyr' S3 OF S7 TRUSS DRAWING, PORCH FRAME DRAWING, PURLIN DETAILS Ce =SNOW EXPOSURE FACTOR = 1.0 2x12 2250f MSR SYP 2250 PSI I = IMPORTANCE FACTOR=0.8 `�`��' -�' S4 OF S7 ELEVATIONS 1 1/2''x16" LAMINATED VENEER LUMBER 2800 PSI pg = GROUND SNOW LOAD = 20 PSF ��` S5 OF S7 SIDEWALL SECTION, OHD SECTION, FOOTING ISO 3 1/2"x15" GLU-LAM 1650 PSI Ct =THERMAL FACTOR = 1.2 S6 OF S7 ENDWALL SECTION,SLIDING DOOR SECTION 5 1/4"x16 1/2" GLU-LAM 2400 PSI Cs = ROOF SLOPE FACTOR = 1.0 SCALE:AS NOTED S7 OF S7 PORCH SECTION & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI Ps =0.7 x 1.0 x 0.8 x 20 x 1.2 x 1.0 = 13.4 PSF SHEET NO. L.�G l OF G 1 FOOFFICE.- 04 01% DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 0 r. o JOB NO. 1 0 °O K zo (� 1.) THE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL 1"ALONG THE LENGTH 128-064446 SIDEWALL COLUMN o 8'-10 1/2" 6'-6" 9'-0" N 8'-10 1/2" OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING LOCATION DIMENSIONS CORNER COLUMN "APPEAR"TO LINE UP. V-3" V-3" I r s NLu r i� co co O 1 PORCH COLUMN o 8'-1 1 1/2' 8'-1 1 1/2" 2 LOCATION DIMENSIONS Z O E I 1'-0"PORCH OVERHANGS t rN n. S7 � - - 16"M 16"M 16"M Af 1ED 6 S5 1 16"M L ;o — — 23;_9„ 16 M - "^�-- 23,_9„ N F16 16"M O16"M 16"M C N % 'VS 6 o W F,* - 15-10 1/2" 16"M 16"M 15'-10 1/2" ' �W Z _ _ 2 �R- q Q 0 DQ > c I:::: P� 7-10 1/Z' — 16"M 16"M — 7-10 1/2" 0 L 16"M 16 M 16"M 16"M 16"M "v z 0'-0" ■ ■ 16"M 0'-0" d S5 S5 o V-0"NON-VENTED ENDWALL I V-6" V-10 1/2" XO OVERHANGS 8'-10 1/2" 4'4" 10'-0" 9'-0" V-0"VENTED SIDEWALL Z O OVERHANGS o 04 C14 04 N o o 0 - 1 N.. N M (y) Lu S tu 14J COLUMN PLAN z DRAWN BY: ROBINSON DA TE. 11/30/2016 CHECKED BY.' C W G DA TE: 12/5/2016 REVISED DA TE: -- REV/SED DATE' ---- -- C O L U M N PLAN LEGEND REVISED DATE.'%REV/SED DATE.' --- ❑ - 3-2x6 LAMINATED COLUMN LOCATION ■ - HEADERED TRUSS LOCATION - (2) 3068 MB910 9-LITE GLASS WITH CROSSBUCK WALKDOORS, IN SWING, RIGHT HINGE WITH LOCKSET - (4) 4429 9-LITE MB SLIDING WINDOWS WITH 14"X 35"OPEN LOUVERED SHUTTERS ` (D - 7'-0"x 7-6"SINGLE SLIDING ALUMASTEEL SIDE DOOR - 9'-2"x 8'-1"OVERHEAD DOOR - 10'-2"x 8'-1"OVERHEAD DOOR® -` - (1) 3'-6"X3'-6'NON-FUNCTIONAL CUPOLA WITH 'M'30"WEATHERVANE `. ROUGH OPENING SCHEDULE - 1/2"HEAVY DUTY THERMAX (COMPLETE BUILDING) `' } ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS UNIT SYMBOL WIDTH HEIGHT 16"M- 16"DIAMETER FOOTING WITH 4'TO BOTTOM OF 21"THICK CONCRETE FROM LEGEND PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE Q 37 3/4" 81" 2° 8' COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD 0 52 1/4" 33 5/8" SCALE: ' --- SCALE.AS NOTED WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE 1 4• SHEET NO. COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN 16' IN ONE OPERATION. S 1 OF S7 (OFFICE.. DESIGN AND EXPLANATORY NOTESCUTCHOGUE, NY SOB No. 1.) THE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL 1"ALONG THE LENGTH 128-064446 OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING CORNER COLUMN "APPEAR"TO LINE UP. • o r CV op c� _I ` ' ' m9'-0" °� 9'-0" �--- � z Z O 02,o V 3: u II O O O I 60d R.S. NAIL V LjLj I 20 GA. GALVANIZED BOTTOM CHORD 0( OF TRUSS PURLIN CONNECTOR� � W o •� ` -.- -...... ......3.......................... .................................. ——— — d ; uj / � Z �` ri•. .. 0 (1) #9X1"HWH SCREWS ON PEAK SIDE AND (2) V) ON EAVE SIDE IN HOLES SHOWN. �Q (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) =• .._._._._... .................................. ........ ...... --------- I > Q I O B S2 2x4 TRUSS TIE �--- 0 0 o DETAIL ® r I w � Z — -- — A S2 8'-10 1/2" 9'-0" 9'-0" 8'-10 1/2" - o Q� 0 0 o I a. co 0 N co Lua a TRUSS/BRACING PLAN a_ 24'- 2x8 (NO.1 SYP) 1 1 e g END RAFTER ASSEMBLY BUSS/BRACING PLAN LEGEND 3' i -24'2090 S.C.TRUSSES Q 9'-0"O.C. � 2 -24' END RAFTER ASSEMBLY s -2x4 TRUSS TIES r, a -2x6 DIAGONAL END BRACES (TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) Qs -6' PORCH END FRAME (2) 20d R.S. NAILS IN OVERHANG FRAME DRAWN BY. ROBINSON is 2x4 BEV. PURLIN V DATE.' 11/30/2016 (4) 20d RSNAILS PER CONNECTION CHECKED BY. CWG . . TOE NAIL OVERHANG RAFTER X( ' 12/5/2016 TO OVERHANG NAILER WITH DATE. (1) 16d R.S. NAIL EACH SIDE ( 2x6 END COLUMN EXTENSION OR REVISED DATE.' -- UPRIGHT ASSEMBLY NAILED TO END . RAFTER ASSEMBLY AS SHOWN AND TO REVISED DATE.' ---- EACH INTERSECTING WEB. FASTEN TO REVISED DATE.- --- • HEADER AND FRAMING MEMBER WITH (2) OVERHANG FRAME24' -2x8 (NO.1 SYP) 16a R.S. NAILS INTO EACH END COLUMN REVISED DATE. ---- 2x6 OVERHANG NAILER • END RAFTER ASSEMBLY EXTENSION MEMBER OR UPRIGHT. (7) 20d R.S. NAILS DETAIL B . . . SCALE:'1 1 • 3-2x6 CORNER COLUMN DETAIL Ay SCALE: 1 1/2"= V-0" 2p 8. SCALE: , , „ , rSCALE.AS NOTED 4' 16' SHEET NO. S2 OF S7 OFFICE.- CUTCHOGUE, NY JOB NO. TRUSS SPACING 9'-0" O.C. 128-064446 4 LIVE LOAD 20 PSF _j DEAD LOAD 4 PSF �- CEILING LOAD - PSF TOTAL LOAD 24 PSF o 5-3-0 I N 6u m 0 Z W Z CL 23-9-0 24' S.C. 2090 TRUSS I SCALE: 1/7'= 1'-0" ! LU 1 LLJ r; 1^1 =F W Z n D 60d R.S. NAIL 12 u V-6 7/16" 3(r— Rp LIVE LOAD 20 PSF OF GHO DEAD LOAD 6 PSF �` 20 GA. GALVANIZED Q �� 9'a' 0 -1 -10 1/2 TOP CHORD o _ Web CEILING LOAD 2 PSF OF TRUSS o• PURLIN CONNECTOR 2-5x'10 iii, PL x6 LOWER CHORD TOTAL LOAD 28 PSF �• O 2-3x5 PL. 6- 6'-10 1/2" LUMBER SPECIFICATION (2005 NDS for Wood Construction): • �� ! 1 lo Lower Chord -- No. 1 - KD19 or MSR 2400f-2.0E Southern Pine 0 Top Chord --MSR 2400f-2.0E Southern Pine (1) #9x1"HWH SCREW ON PEAK SIDE AND— Web Members-- No. 1- KD 19 Southern Pine (2) #9x1" HWH SCREWS ON EAVE SIDE OF XPURLIN IN O TRUSS PLATE SPECIFICATION (ICC Evcluation report No. 3080, TIGHTT BEFOROELFASTEES ON NG CWN OLI S)INT MUST BEon & PORCH END FRAME ASTM A-653, Grade A 20 Ga. and 18 Ga.where noted, 1 O SCALE: 1/2"= 1'-0" galvanized steel Morton truss plates identified by a hexagon 2x4 BUTTED PURLIN DETAIL � stamped every 1 1/4"along the center of the plate. V-> (PURLIN CONNECTED WITH 60D R.S. NAIL) L J i L SCALE: 1 1/2" = V-0" w Uj ® h U 1-! 8 3' WIDE ®� (ZONE 2 &3) _J Z 2x4 PURLINS @ 22"O.C. lo DRAWN BY.• ROB;NSON 3' WIDE �®O��`� DA TE. 11/30/2016 (ZONE 2 &3) CHECKED BY* CWG 2x4 PURLIN DATE.- 12/5/2016 HEADLOK.T9"x6.0"FLATHEAD LAG SCREW �ClID Rp` 3' WIDE (ICC-ES REPORT ESR-1078) (ZONE 2 & 3) REVISED DATE. -- �— REVISED DA TE: --- ' REVISED DATE.' TOP CHORD --- 20 GA. GALVANIZED 2x4 PURLINS @ 22"O.C. REVISED DATE.' OF TRUSS -- p• \ \ PURLIN CONNECTOR IN I o• 3' WIDE • 'o (ZONE 2 &3) (1) #9x1" HWH SCREW ON PEAK SIDE AND loss (2) #9x1"HWH SCREWS ON EAVE SIDE OF PURLIN IN HOLES SHOWN (JOINT MUST BE �`Nt��sM O - INDICATES PURLINS TO BE FASTENED TIGHT BEFORE FASTENING CLIPS) w/FIEApLOK .19"x 6.0"FLATHEAD LAG SCREW, ALL OTHER PURLINS TO BE 2x4 BUTTED PURLIN DETAIL FASTENED w/60d R.S. NAIL j7 (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= 1'-0" 24' WIDE BUILDING PURLIN LAYOUT SCALE: 1/2"= 1'-0" SCALE.AS NOTED SEET NO. LS�30F S7 OFfICE.• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY 0 JOB NO. o 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-064446 o M OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. 18'-0" 18'-0" VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. o_ cV T#177 co Lu o PI I Dd { 19'-6" 13'-6" Lu 4 4 `o O L e i �O WEST ELEVATION w vt i -_ U � Q 12 412 2 PIECE GABLE TRIM 12 2 PIECE GABLE TRIM J 12 O 3 HI-RIB STEEL SIDING 1 3 O T#21 CORNER TRIM 0 T#168 BASE TRIM ITZ O i I I I 4* ma 5'-0" 1 14'-0" 1 5-0" 5-0" 14'-0" 5-0" 0 le Z L z 4b En SOUTH ELEVATION NORTH ELEVATION U_j Z li DRAWN BY.• ROBINSON VENT-A-RIDGE DA TE.- 11/30/2016 CHECKED BY* CWG T#78 EAVE TRIM DATE. 12/5/2016 REVISEDDATE. ---- HI-RIB STEEL SIDING REVISED DA TE: ---- T#21 CORNER TRIM REVISED DA TE: --- ® REV/SED DATE.• --- DaT#168 BASE TRIM I I I v 13'-6" 1 1'-0" 6'-6" 0 0 :�o " 10 o L0 00 0.04 F EAST ELEVATION 2' 8' SCALE.•AS NOTED SCALE: -� -.,:.s .,. ... .m.. -. SHEET NO. 1 4 16 S 4 Of S OFFICE.' DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY JOB NO. 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-064446 CONDITIONS MAY REQUIRE MODIFICATIONS. 2. CONCRETE FLOOR NOTES: a. 3500 PSI, 5 1/2 BAG MIX CONCRETE. b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILLLu BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS. Z Lu 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF Z LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF �../ a LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING WATER. IF MORE THAN 3"OF STANDING WATER IS PRESENT IN THE FOOTING HOLE 1 ! 1 CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION Lu i INSTRUCTIONS. TRUSS IN COLUMN SADDLE PRECAST CONCRETE COLUMN LOWER COLUMN LAMINATED COLUMN INSTALLATION J 3/4"ADJUSTMENT ROD W _ WITH BASE PLATE1. INSTALL PRECAST CONCRETE Z COLUMN W/ADJUSTMENT ROD & FLUOROFLEXTM 1000 HI-RIB STEEL UNDISTURBED SOIL �':•�:•.,.: :• ..: BASE PLATE IN THE AUGERED t= ''"" �•"� 2x4 PURLINS @ 22"O.C. :i''•'` HOLE. (NO.2 SPF) Q 1/2" HEAVY DUTY THERMAX INSULATION 2. PLUMB PRECAST CONCRETE ,. ••• '� '� "•'.;� COLUMN IN BOTH DIRECTIONS Q 2x4 BEV. PURLIN s" 3. ADJUST HEIGHT UP OR DOWN %0 WIRE MESH t.+�• WITH ADJUSTMENT HEX ROD 4. POUR READI-MIX CONCRETE INTO 2x6 BEV. FASCIA o THE HOLE AS SPECIFIED. `j T#78 EAVE TRIM T#144 & 146 FASCIA TRIM 24' 2090 S.C.TRUSS 5. BACKFILL AND COMPACT THE SOFFIT - LOWER COLUMN ANNULAR SPACE AROUND THE o COLUMN TO GRADE WITH SOIL HI-RIB/SOFFIT CAP IS O M ETR I C AUGERED FROM THE SITE. Q C9 2x6 OVERHANG NAILER Q (2) 1/2"X5 1/2"M. BOLTS & z (4) 20d R.S. NAILS l t 1 i ( 3 ) ROWS 2x6 NAILERS (2100 MSR SPF) C:) a 3-2x6 LAMINATED COLUMN H 1/2"HEAVY DUTY THERMAX INSULATION (2 ) 1/2"x5 1/2"M. BOLTS & Lu 8 FLUOROFLEX'rm 1000 HI-RIB STEEL 2x2 VERTICAL BLOCKING ( ) 20d R.S. NAILS 9'-0" AT COLUMN LOCATION GRADE TO HEEL .�.� 2x4 BLOCK �- z T#168 BASE TRIM (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD C • YELLOW ZINC SCREWS DRAWN BY. ROBINSON : 1/2" HEAVY DUTY THERMAX DATE.' 11/30/2016 4 24' 2090 S.C.TRUSS _ 3-2x6 STUB COLUMN CHECKED BY.' CWG ' CONCRETE FLOORS 2x6 BLOCK O HEADER NAILING SCHEDULE _-_ DATE.' 12/5/2016 7/16"OSB SHIM (3) 2x10 HEADER$ HEADER STUB JAMB {,.�; •.v.;,. ' Y ,:;,, :.,,•: '.,,.: ,'.: T#124 (NO.1 SYP) MEMBER COLUMN COLUMN REVISED DATE.' ---- 129 _ EA.2x10 6 6 REVISED DATE.' FINISH GRADE T# O.H.D. REVISED DATE.• -- 4"MINIMUM COMPACTED GRANULAR BASE* NOTES: OR IN SITU GRANULAR SOIL 2x2 BLOCK ALUMASEAL 1. NUMBERS ABOVE ARE 20d R.S. NAILS T#151 T#152 REQUIRED PER CONNECTION. REVISED DATE.' ---- 360M &370M BRACKETS FASTENED TO MFS T#154 2. PRE-DRILL HEADERS AS REQUIRED 4'-0" TO PREVENT SPLITTING. W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH 2x4 JAMB (BEYOND; 8'-3" 3. IF NUMBER OF NAILS REQUIRED FOR 7,(1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & BOTTOM 2' TREATED) GRADE TO BOTTOM HEADER TO JAMB COLUMN CONNECTION a <. 370M BRACKETS WITH #I 4A x 1 1/2"MILLED SCREWS (3) 2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK IS EXCESSIVE TO CAUSE SPLITTING, MFS PRE-CAST CONCRETE COLUMN — THE EXCESS NAILS MAY BE INSTALLED " 21 T 2x6 TRACK BLOCK (BEYOND; IN HEADER SUPPORT BLOCKING. HICK CONCRETE PAD(2500 PSI MINIMUM). BOTTOM 2' TREATED) f 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" 16"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" O H D HEADER SECTION B ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. ` PLACE CONCRETE BELOW AND ABOVE BOTTOM OF SCALE: 1"= l'-0" �LI� LOWER COLUMN IN ONE OPERATION. SIDEWALL SECTION A SCALE.AS NOTED SCALE: 1/2"= V-0" - SHEET NO. It S50F S7 OFFICE.' CUTCHOGUE, NY JOB NO. 128-064446 N 0.W caz �.f Z ■ r- W m C CL V FLUOROFLEXTm 1000 HI-RIB STEEL GABLE PURLIN FLASHAING T#16 GABLE TRIM 2x4 PURLINS @ 22"O.C. (4) 0.135"x 2 114" R.W. NAILS OR 16d R.S. NAILS 2x6 FASCIALup L j T#194 TRIM — 1 20d R.S. NAIL THROUGH STRAP �"" Win . U Q Vill &INTO BRACE SOFFI2' END BRACE STRAP W/ PRE-PUNC.-IEDHI-RIB/SOFFIT CAP TRIM I HOLES (BEND TO FIT) FASTENED W/ :} 24 -2x8 (NO.1 SYP3 0.140 x 1 1/2" R.S. NAILS END RAFTER ASSEMBLY7=4 ( ) / / 2x6 DIAGONAL BRACING FASTENED ® �— TO COLUMN W/(4) 16d R.S. NAILS %0 2x6 E.C.E. _—j 24' 2090 S.C.TRUSS L ._I FLUOROFLEXTM 1000 HI-RIB STEEL 1/2"HEAVY DUTY — - - - ' - ----- ---- - - -- - THERMAX INSULATION (� 2xe TRUSS TIE O O a: z Lu = ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) ---- w a � Oo 8 . 24' 2090 S.C.TRUSS ..� O UPSIDE DOWN SOFFIT/HI-RIB CAP DRAWN BY• ROBINSON T#2486 4 7/16"OSB SHIM DATE. 11/30/2016 CHECKED BY., CWG T#71 TRACK COVER (3) 2x6 STUB COLUMN DATE' 12/5/2016 8" ,. ... . .. ; . . , REVISED DATE.' ---- ' . . , 51 M TRACK C~ � .,.:;�; � �w v;F•.�1 NY.•w'Y �Yo. •�.•Y' • REVISED DATE.' — 3x4 TRACK BOARD 7'-6" 1 1/2"x2" BLOCK REVISED DATE.' ---- GRADE TO BOTTOM REVISED DA TE: - --- OFTRACK GIRT 4'-0" 1 1/2"x2" BLOCK &T#74 3-2x6 LAMINATED JAMB COLUMN (BEYOND) T#23 JAMB TRIM a 2x3 JAMB (BEYOND; BOTTOM 2'TREATED) SLIDING DOOR SECTION D SCALE: V= l'-0" f "6- ENDWALL SECTION C SCALE: 1/2"= l'-0" SCALE.'AS NOTED SHEETL NO. 0F S7 COFFICE: END VIEW OF END PORCH FRAME (SHOWN WITH END OVERHANG) CUTCHOGUE, NY (2x4 PURLINS) JOB NO. 128-064446 _j 2x6 BLOCK.ATTACH TO COLUMN — 2x4 END OVERHANG PURLINS WITH (5) 20d R.S. NAILS, STAGGERED. i un i FASTENED TO END FRAME WITH HEADLOK 0.19"x6"FLATHEAD LAG SCREW i 2x6 BEVELED FASCIA e 2x4 BLOCK. ATTACH TO 2x6 BLOCK i i L7/16"OSB SHIM WITH (7) 16d R.S. NAILS. i Lu D ua ATTACH END PORCH FRAME TO i O 2x4 BLOCK WITH (7) 16d R.S. NAILS 2x6 BEVELED PURLIN r rn G. f FIN • USP MPA1 (4-1/2") FRAMING CLIP 2x6 BLOCK FROM BOTTOM OF EACH SIDE WITH SLOT DOWN. 2x10 HEADER TO TOP OF FIRST ATTACH END PORCH FRAME TO ATTACH EACH TO PORCH FRAME NAILER COLUMN WITH (5) 20d R.S. NAILS WITH (6) #9 x 1-1/2" HWH SCREWS AND TO 2x4 NAILER W!TH (6) #9 x L_Lj i 1-1/2" HWH SCREWS Lu i 2x6 BLOCKS BETWEEN 2x6 BEVELED PURLIN AND 2x4 NAILER AND BETWEEN 2x4 NAILER AND 2x10 ui HEADER. FASTEN TO COLUMN _ WITH (4) 20d R.S. NAILS. go '"� 2x4 BEV. PURLIN 6" MESH STAPLED 12"O.C.--- W Z " TOP AND BOTTOM F— 2x4 NAILER _ ' 0 2x4 UPRIGHT EACH SIDE OF RAFTER. D 0 2x6 BEV. PURLIN 0 _ T#178 2x4 NAILER — Q . T#177 & OUTSIDE FILLER STRIP 2x4 BEV. PURLIN 6"MESH .° — USP JH2O JOIST HANGER.ATTACH Q —� FLUOROFLEX 1000 HI-RIB STEEL 12 TO PORCH FRAME WITH (6) .148" �— 7/16"OSB SHEATHING 41 D!A. x 2-7/8" (10d) GALVANIZED a & 15# ROOFING FELT OSB WITH 1-3/4"R.S. COIL NAILS POLE NAILS AND TO 2x10 HEADER Lu 6' PORCH FRAME 12"O.C.TOP AND BOTTOM WITH (2) #9 x 1-1/2" HWH SCREWS & p 2x4 PURLINS @19"O.C. - (12) 0.148"DIA.x 1-1/2"TC POSITIVE ~ 1/2"X5 1/2"M. BOLT (NO. 2 SPF) ° PLACEMENT GUN NAILS. o & (6) 20d R.S. NAILS T#527 3 r 1 24'2090 S.C.TRUSS 2x6 BEV. FASCIA 2x10 HEADER x T#144/146 TRIMS 2x6 BLOCK 1 1/2"x1 7/16"x4 1/2" ATTACH TO COLUMN 0 5"O.G. GUTTER mFRAMING CLIPS WITH (6) 20d R.S. NAILS m 2x4 SOFFIT SOFFIT t rN Q SUPPORTS 2x6 BEARING ADJ. JOIST HANGER (7 BLOCK SOFFIT/HI-RIB CAP PORCH FRAME ATTACHED AT A COLUMN LU H _ 2x10 HEADER (NO.1 SYP) L—) uj FASTENED W/(6) 20d R.S. NAILS ® vi 8 T#39 COLUMN COVER $-1 1/8 PORCH ENDS AT CORNER COLUMN PORCH ENDS ALONG BUILDING GRADE TO BOTTOM ,. OF PORCH FRAME z 3-2x6 LAMINATED COLUMN END PORCH FRAME END PORCH FRAME — 7/16 OSB SHIM 7/16 OSB SHIM DRAWN BY.• ROBINSON (20) 1/4"x 2 1/2"POWER LAG v DATE.' 11/30/2016 WASHER HEAD YELLOW ZINC �� h SCREWS i� i CHECKED BY: CWG END PORCH FRAME HANGS 1/2"OVER END PORCH FRAME HANGS 1/2"OVER DATE' 12/5/2016 8„ EDGE OF PORCH CORNER COLUMN EDGE OF PORCH CORNER COLUMN •. .••: • . • • .• .• ,,••, •.. •:; .�., REVISED DATE.' ---- "•y:�:.•;. . ....- ATTACH END PORCH FRAME TO 2x4 L BLOCK WITH (7) 16d R.S. NAILS REVISED DATE.' ---- 2x4 BLOCK. ATTACH TO 2x6 BLOCK REVISED DATE.' --- 6'-1 1/2" ATTACH END PORCH FRAME TO 2x4 WITH (7) 16d R.S. NAILS. BLOCK WITH (7) 16d R.S. NAILS REV/SED DATE.• --- MFS PRE-CAST CONCRETE2x6 BLOCK CUT TO FIT TIGHT or 4'-0" COLUMN 2x4 BLOCK. ATTACH TO 2x6 BLOCK WITH (7) 16d R.S. NAILS. BETWEEN NAILER AND HEADER TOE NAIL WITH (4) 16d R.S. NAILS. FASTEN 2x6 BLOCK. ATTACH TO COLUMN 2x6 BLOCK TO 2x4 BACKER WITH (7) WITH (5) 20d R.S. NAILS, STAGGERED. 16d R.S. NAILS, STAGGERED. / 16"0 16"fd 7/16"OSB 7/14"OSB 2x4 BACKER ATTACHT x _C,a 2 6 BLOCK WITH (7) 16d R.S. NAILS. b' PORCH SECTION E � t�' TOP VIEW OF END CORNER BAY SCALE: 1/2"= 1'-0" -- SCALE.'AS NOTED SHEET NO. S70FS7