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Home My WebLink About42278-Z Town of Southold 1/31/2019 . P.O. Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40195 Date: 1/31/2019 THIS CERTIFIES that the building ACCESSORY Location of Property: 32625 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/21/2017 pursuant to which Building Permit No. 42278 dated 1/3/2018 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 BUILDING WITH COVERED PORCH AS APPLIED FOR The certificate is issued to Orient Acres LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42278 09-27-2018 PLUMBERS CERTIFICATION DATED u h Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE okaSOUTHOLD, 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#: 42278 Date: 1/3/2018 Permission is hereby granted to: Orient Acres LLC 752 Forest Ave Rye, NY 10580 To: construct an accessory building as applied for. At premises located at: 32625 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-25 Pursuant to application dated 12/21/2017 and approved by the Building Inspector. To expire on 7/5/2019. Fees: ACCESSORY $1,395.60 CO -ACCESSORY BUILDING $50.00 Total: $1,445.60 Building Inspector Form No_6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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. 1Z•Z4 1-4 New Construction: Old or Pre-existing ttBuilding: (check one) Location of Property: 3 ZL ZS IY1�I �� "_T House No. Street ' ' n Hamlet Owner or Owners of Property: Qod-� S --�-s� Suffolk County Tax Map No 1000, Section Block b Z Lot Subdivision Filed Map. Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ p is I Kt SVigWatu pF SO(/lyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Gc� Q Southold,NY 11971-0959 Q • io roger.riche rt(a)-town.Southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Orient Acres LLC Address. 32625 Route 25 City: Orient St: New York Zip 11957 Building Permit#- 42278 Section: 14 Block: 2 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. Celi Electrical License No 1022-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 8 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 2 Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 100a A/C Blower 1 Range Recpt Fluorescent Fixture Pumps 1 Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment: "ACCESSORY BUILDING" Notes. 1-well pump, 1-50A special recpticle(welder), 1-GFCI circuit breaker Inspector Signature: Date: August 27 2018 81-Cert Electrical Compliance Form.xls of SOUTy X03► 06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ho�y0 UTyo<o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. ( ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ��1YY11 WA Ir !lk V/ DATE INSPECTOR N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ r �UaSOLATION FRAMING / STRAPPING [ NAL f} 41 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) • ► r r VA nry REMARKS. 4D ACA/At,,- lm1wf- DATE INSPECTOR SOGTyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 VIE 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: Ole-- DATE lyDATE �? I INSPECTOR<�Z')(f gtiti ho��Of SOUlyo6 f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL hvto- �OA✓41e-� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: z i �0 v rb DATE INSPECTOR a Ted D JAj FJSCZ�2��9kc January 10, 2019 D Mr. William Kelly `- JAN 2 2 2019 Morton Buildings Inc. 22355 County Rd. 48, Unit 4 Cutchogue, NY 11935— 1159 �4' 1; >6l'�r� ,% RE: Orient Acres LLC 42' x 12' x 53 Storage Building 36' x 10' x 22' Residential Accessory Building MBI Job #13128074342 Dear Bill: Regarding the subject project, please be advised of the following: 1.) The wall insulation installed in the accessory building was verified to be 6" - R19 blanket insulation. 2.) The ceiling insulation installed in the accessory building was verified to be 9" - R30 blanket insulation. 3.) Attached is my RES-check dated 01.01.19 demonstrating compliance to the energy code. 4.) Attached is the truss drawing and design output of the 36' truss that was installed in the accessory building. 5.) Attached is the truss drawing and design output of the 42' truss that was installed in the storage building. If I can be of further assistance, please let me know. Respectfully, Allied Design A&E Group, PC OF N�, � Ronald L. Sutton PE * 'o� Gam•• * kr r President 20, • L ` rr•i„T,w•••- , • ----------------------------- villin FRAMINGROUGH ENERGYPLUMBING INSULATION PER N.Y. STATE .D �I V MEMS r " ' MUM malmme nm r W— A% Wir-,M6 ADDITIONAL COMMENTS al ' A -WRIAMUt, AL 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 Southoldtownny.gov PERMIT NO. � Check Septic Form N.Y.S.D.E.C. Trustees D C.O.Application Flood Permit Examined ,20 Single&Separate lF 2 ��a Truss Identification Form Storm-Water Assessment Form 3 Y sun DING DEM Contact: Approved 20 TOWN OF SOUTHOLD , lblai-1-to:� Disapproved a/c Phone: fowl"Zs--:!�'- 7sLi Expiration 2 ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date IZ-ZI , 20 IT INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the • Building Zone Ordinance,of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign of afplicint or name,if a corporation) zmss c6� IBJ UkicT I&q (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ACaJT Name of owner of premises C zz- n Ac4p-&s LLe. (As on the tax roll or latest deed) If applicant is a corporation, signat ized officer (Nam rtle of corporate offs Builders icense No. JZ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: s24 2s MAT4.1 F—C> C�V-Z*AXr Id LA I 19S g! House Number Street Hamlet County Tax Map No. 1000 Section 14 Block ©Z Lot ZS" 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�l��ZI ,SGfL- b. Intended use and occupancyDQp�, � ��E� JP� �•+Drr.l� 3. Nature of work(check which applicable): Ne uldjgg Addition Alteration Repair Removal r io t' f O T-, 0 rk P -j � (Description) 4. Estimated Cost Fee_ ' y ('fAe paid on filing this application) 5. If dwelling, number of dwelling un' Numbe welling units on ea If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing st• es, if any: Fro Rear De th Height Numb of Stories Dimens' s of same stru re with alterations dditions: Front ear De Height N er of Stories 8. Dimensions of entire new construction: Front 7'S Rear 'TS ' Depth A,IZ Height 2b' Z" Number of Stories L-Alf- 9. Size of lot: Front 31zj3I Rear !Z" � Depth 17-44-7 ` 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-%/V- 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO- 14. Names of Owner of premises =Eka Z SAddress O1-iIF �l! Phone No.q Irl-lly•NS,�i Name of Architect &J &jZ�t J>k,txCj1 Address r-rz �►ty siPhone No L3[-ZS,5-i9m 1 Name of Contractor�ll(1L VOd 51.Lt-= IQ Address CA.T L Phone No. ILF4 235 5$`l 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. r&q OLA C �tv'SD�.-- b. Is this property within 300 feet of a tidal wetland? * YES X NO -clm4 * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO'X— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 6't ) VA"XXAM_ Kk!rnl t.7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 Sworn to before me this UALIFIED IN SUFFOLK COUNTY 2 l�Y day of Joe no L,2X 2011 MISSION EXPIRES JUNE 30,22Lqj 0-r'w e- SLUat'1-/-\ - I I , 6ANotary Public- Sig e of Applicant If OFFICE LOCATION: � U y0 MAILING ADDRESS: �0� SO Town Hall Annex �' P.O. Box 1179 54375 State Route 25 �Q �� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 rn �r www.southoldtownny.gov Comm PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 11, 2018D [ECIEUVIE Patricia Moore, Esq. MAY 2 1 2018 51020 Main Road Southold, NY 11971 BUILDING DEPT. Re: Orient Acres Standard Subdivision TOWN OF SOUTHOLD Located at 32625 Main Road, Orient SCTM#1000-14-2-25 Dear Ms. Moore: The Planning Board reviewed your request to renovate the existing residence on the above-referenced parcel at their May 7, 2018 Work Session. The Board will allow the renovations to proceed. They found that the minor alterations to the existing dwelling will have no impact on the pending subdivision application. If you have any other questions, please do not hesitate to contact this office. Respectfully, c Erica Bufkins Planner Trainee CC; Southold Town Board of Trustees Michael Verity, Chief Building Inspector �SUFFCZ�� J��OIRLI ��V��.�l 1EIL, o Scott A. Russelll � �� SUPERVISOR 0 z N[A��A, G IENIIE1� F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 'rly�0 �C3' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT 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 i 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. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑M E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑( F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, naturerQntact4oformation,-Date-"ount-y-"fax-Map-Numhe�! �bapte»23Frdoes-not_appl to-your prn e^f If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date. �: District NAME: 14 7- _Z'!; Section njr 1 Block �� Lot .«=z:: F OFA BGII_DIN(.� DE�:i M'Mi-N ( (.:~I,, -'%NL\; . Contact I mmiorc �Q 1 rdvnm....�on / Reviewed By:— — — — — — — — — — — — — — Date: J0?_ a Property Address / Location of Construction Work. — — — — — — — — — — — — — — — — Approved for processing Building Permit. = ��,t , ! — — Stormwater Management Control Plan Not Required. ❑ Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review.) FORM ` SMCP - TOS MAY 2014 Apr 20 2018 02:18AM Cell Electric 6312882293 page 1 Tawe Haff Am= Telephone(691)765-1802 54875 Main Road �g 1P.0.lioaclt79 fogerAIM18MWAS Southold,NY 119714959 D 2 O V BUIMING nFPAKrNWr APR 1 9 2018 TOWN OF SOUTHOLD Af'P�ICATIO FOR ELECTRICAL INSPEGTiON BUILDING DEPT. —. TOWN OF SOUMOLD REQUESTED BY: jeDate: 3 T Company Name: --u, c--t -et ` Name: C N G Ucense No.: JL G address: as-5 2Ki e:,.f KE Pw e-L Phone No.. 02 o� JOBSITE INFORMATION: (Indicates required information) 'Marne: ,5 `Qhj Pr cPS '.Address: �1 � -- t6ss Street: L . .w6ne No.. j mlt No.: a %%-Map District: 1000 Section: 1 Block: lot: 1AIEF DESCMPTION.OF WORK(Please Print Cleady) c PkCCesso Please Circle All That Apply) Is-job ready for inspection: YES/ NO Rough in Final Qe you need a Temp Certificate: S NO 44 r' Information elf nestled) • E�iiMCG SIZE: 1 Phase 3Pha8e 100 150 300 350 400 Other New Service: Re-connect round umber of Meters Change of Service Overhead iditionai Information: PAYME T DUE WITH APPLICATION F0Q, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD .� • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631) 765-9502 Temporary Certificate #_10— Date 2018 Customer Name GR/G-Xa-��+�� Electrician Name Address Ald/l-� (Zrzl� Phone 22Z 7 e-mail lj�21L� e-mail Phone License# Size Z4Q A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritication is valid for 90 d trom the above. Authorized by SUFFD(,�coG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road -< Fax(631)765-9502 P O Box 1179 N � ' Southold, NY 11971-095941, t� • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: -2J-1-7 Owner: oe;:�77 Location of Property: 3Z.4.7_. AkAgKj Cbl -T . Please take notice that the(check applicable line): New commercial•df re;sidentlal::structure `= ,,Addition to exi,,�tmg c ommerciator residential strud(A-S' ti=. •k�habilitaboii: ::-9p. existing`6omimercial or resideri4W.itructure ..� to be .constrc s '0-�performed-at the subject property referendd!66ve will utll ze (check applicab�t$'Nio): " Triistype construction (TT) -- ---Pre-engines Ced Wood construction (PW) -- --- - -- ` Timber constru&ifi�( C in the following location(s) (check applicable find): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): VA"�_ 44_,� Capacity (check applicable line): Owner Owner representative TrussReg15 docx Effective 1/1/2015 :+.t cam':- •+ r., t -Gr4': .lj�✓.:�r-r�d'r+=' �'••r•..'il.:'L..'_tij.�.t.•.-�3�•r. � rflh!,i'.j; +�+•d" h r-r."��'.:ti•.'•✓t^.'..''t+'!t-!'•S;,''• � ��x '�, ,�1�s"%�>. •{�`i`i,�d,f:.--"if'•"...tact Z::'f�'{;�j+l'i"�"4 L +�y�'��'+s. ?`'�.�;3'3.;Eir•A�r%rta..ni�' Kiat'J�ti��,�.�'-+`r1.�}fit.. ficwl •Fr *ifSry'y+3 " .ti,wM+' ✓a}.c.. _s ct. Nil 10 E iiiiiiji ll �•.::;.j��t_ �t+•l^..`.� >..r:,::;f• •�?;r-lid}. t i • • . 1 • - C - ti }s i .. ``''ter • *f •j 1 k 1 A y F F n i ' � p t Task q z _ _ p ly -. a'16 4 w � ` EL 'TY 1 r 7 r L • � I 2 i �i a P Ri M A �"w r ,r tr �I • .. I R X14 . � `,�.. •'i , F � r r- .syr � 1. �t � -� �� y 1 •� ,:41s. 1.4� - . � ��yr��a. � _ �:, 1 -..,.ia i.!"'� ` �,"s.�•~ � '��'i ti• .ice ys, '.. � '�y� ff f W .f '^'� .. _ • -� � ,. - '�.��` '} � �; � ''tit Z�y a e�' ...1 Ty , x. �Ff� ISN. ! � t � � _ i •4. .f l� `, 4 Y' _ - .�.. �-��. M �, 4� ~ _k P!J, t i a r� i. 1 ��" ^'� l ' } .�' b [ 4 - f s` >� �,�' � .. a,.. -sa ,. _,. � � -.� i� fir+ �* � r .. a A� .—.. _ � � + ; _ 6 ; �. � � n � �� ,� . T CERTIFICATE OF LIABILITY INSURANCE DATE(MM10/13//20172017 YY) 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(ies)must have ADDITIONAL INSURED provisions or 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). a PRODUCER CONTACT � Aon Risk Services Central, Inc. NAME: Chicago IL Office (ac No.Ext): (866) 283-7122 (AIC.No.): (800) 363-0105 `y 200 East Randolph E-MAIL O Chicago IL 60601 USA ADDRESS: _ INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: Great American Insurance Company Of NY 22136 Morton BUildings, Inc. INSURER B: Zurich American Ins CO 16535 252 West Adams Street Morton IL 61550 USA INSURER C: American Zurich Ins CO 40142 INSURER D: INSURER E: INSURER F• COVERAGES CERTIFICATE NUMBER: 570068956364 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 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MMIDDIYYW LIMITS B X COMMERCIAL GENERAL LIABILITY GLO EACH OCCURRENCE $2,000,000 CLAIMS-MADEX❑OCCUR DAMAGE TO RMTrEI5__ PREMISES Ea occurrence S1,000,000 MED EXP(Any one person) $50,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIESPER, GENERAL AGGREGATE $2,000,000 N PRO- X POLICY JECT LOC PRODUCTS-COMP/OPAGG EXCluded OTHER: 0o B AUTOMOBILE LIABILITY BAP 9376314 14 10/01/2017 10/01/2018 COMBINED SINGLE LIMIT Ea accident S2,000,000 IXX ANY AUTO BODILY INJURY(Per person) 0 OWNED SCHEDULED BODILY INJURY(Per accident) tv AUTOS ONLY AUTOS A HIREDAUTOS X NON-OWNED PROPERTY DAMAGE V ONLY AUTOS ONLY Per accident .2 A X UMBRELLA LIAR X OCCUR UMB161SO23 10/01/201710/01/2018 EACH OCCURRENCE $2,000,000 V EXCESS LIAR CLAIMS-MADE Umbrella Liability AGGREGATE $2,000,000 SIR applies per policy terns & conditions DED I X RETENTION C WORKERS COMPENSATION AND WC937631114 —11701/1017 10/01 2018PER OTH- EMPLOYERS'LIABILITY YIN AOS X STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 B OFFICERIMEMBEREXCLUDED? E NIA WC937631214 10/01/2017 10/01/2018 (Mandatory in NH) Retro MA,WI, NE E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe 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) 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 POLICY PROVISIONS. Town Of Southold AUTHORIZED REPRESENTATIVE 54375 Main Road Southold NY 11971 USA ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NEW Workers' s°R E CERTIFICATE OF Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b Business Telephone Number of Insured 1 309-263-7474 Morton Buildings, Inc. 1c.NYS Unemployment Insurance Employer Registration Number of 252 W.Adams Street Insured Morton, 11.61550 1532342 1d.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to 37-0347310 certain locations in New York State,i.e.,a Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) American "Zurich Insurance Company Town of Southhold 3b.Policy Number of Entity Listed in Box"1 a" 54375 Main Road Southhold,NY,11971 AVC 9376311-14 3c.Policy effective period 10/01/2017 to 10101!2018 3d.The Proprietor,Partners or Executive Officers are ❑X included.(Only check box if all partnerslofricers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"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"2" Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? DYES ❑NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon 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,l 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: Kelly Cada (Print name of authorized representative or licensed agent of insurance carrier) 10/01/2016 Approved by- (Signature) (Date) Title: Vicc President-Enterprise Support Specialist 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-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www wcb.ny.gov YORK Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured (309)263-3655 MORTON BUILDINGS INC 1c.NYS Unemployment Insurance Employer Registration Number of P 0 BOX 399 Insured MORTON,IL 61550-0399 1532342 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 370-34-7310 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) 3b.Policy Number of Entity Listed in Box"'I a" TOWN OF SOUTHOLD DBL 1864 86-8 54375 MAIN RD. SOUTHOLD,NY 11971 3c.Policy effective period 10/13/1983 to 07/01/2018 4 Policy covers: © A.All of the employer's employees eligible under the New York Disability 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 Benefits insurance coverage as described above. Date Signed 10/13/2017 By Joseph J Masi (Signature of insurance carriers authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Title Director of NYSIF Disability Benefits Insurance IMPORTANT* If Box"4a"is 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"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the Disability Benefits Law.It must be mailed for completion to the Workers'Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305 PART 2.To be completed by the NYS Workers' Compensation Board(Only if Box"4b"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 Benefits Law with respect to all of his/her employees. Date Signed By Signature of NYS Workers'Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS disability 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 (9-15) Certificate Number 456218 Generated by REScheck-Web Software Compliance Certificate Project 128-074342 Energy Code 2015 IECC Location Greenport, New York Construction Type Single-family Project Type New Construction Conditioned Floor Area 792 ft2 Glazing Area 7% Climate Zone 4 (5572 HDD) Permit Date Permit Number- Construction umberConstruction Site Owner/Agent. Designer/Contractor: 32625 Main Road Orient Acres, LLC Allied Design A&E Group, P.C. Orient, New York 11957 752 Forest Avenue P.0 Box 110 Rye, New York 10580 Morton, Illinois 61550 914-714-4859 ILtra.• . Compliance 0.5%Better Than Code Maximum UA. 214 Your UA. 213 Maximum SHGC. 0.40 Your SHGC: 0.30 ^e%3ette,c,Wo,se.^a^Coce I^cex•e`lec s -ow dose tc cc—D,a^ce tre^o:.se s oasec o^erne t•aoe-c" „es. it:)c?s%0-orov oe a^est—ate o`a-e,gy-se e,cost•elat ve to a—^ -cone^c—e. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Ceiling. Raised or Energy Truss 792 30.0 0.0 0.032 25 Wall Wood Frame, 24"o.c 1,160 19.0 0.0 0.059 62 Door- Solid Door(under 50%glazing) 40 0.600 24 Window: Vinyl Frame 76 0.300 23 SHGC 0.30 Floor: Slab-On-Grade (Unheated) 116 100 0.684 79 Insulation depth 4.0' Compliance Statement: The proposed building design descriope7e, is consistett wilding plans, specifications, and other calculations submitted with the permit application The prop ed bu ding ha "fin " e t the 2015 IECC requirements in check Version • REScheck-Web and ly mth the ands ry requ- is f d•l •t eck Inspection Checklist. . I ` T Name-Title Signature Z• Date y •OCA �.•ili nb.5 ,; Project Title' 1-28-074342 Report date: 01/10/19 Data filename: Page 1 of 1 NOTBE: SL 18-10-2 SL 18-10-2 HO 1-3-8 HO 1-3-8 SL 6-4-1 6-3-1 6-3-0 6-3-0 6-3-1 6-4-1 $P 6-0-3 11-11-6 17-10-8 23-9-10 29-8-13 35-9-0 TC 6-0-3 5-11-3 5-11-2 5-11-2 5-11-3 6-0-3 SL 18-10-2 18-10-2 $P 17-10-8 35-9-0 TC 17-10-8 17-10-8 #11.25x11.25 D 4 #11.25x11.25 _ �' #11.25x11.25 SPLC -- ESPL #2.5x5 Tl . W4 T\ #2.5x5 7-3-0 = �. 1-0R /' �;- W2 W5 W6 W7 #18G-MN18-11.25x17.5 i 1 \ \�—_ #18G-MN18-11.25x17.5 W3 W8 ` W9 \ G W1 r� --- -0:053-94 --- ---- - -------- '' O N B1 M LR J B2 I H #5x6.25 #6.25x8.75 #18G-MN18-6.25x17.5 #6.25x8.75 #5x6.25 BC 18-0-4 17-8-12 EP 18-0-4 35-9-0 18-0-4 17-8-12 BC 1-9-5 4-11-9 6-6-15 4-4-15 �,p� 4-4-15 6-6-15 4-11-9 1-9-5 $P; 1-9-5 6-8-14 13-3-13 17-6-12 coo 22-5-3 29-0-2 33-11-11 35-9-0 11-9-5 4-11-9 6-6-15 4-4-15 CID 4-4-15 6-6-15 4-11-9 1-9-5 CID .a d �'►' 1 -� 35-9-0 -- � ; t' EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLAT$ MONITOR o •� � , mss 9 oyy•o, • N . : .•w Scale:0.224"=V MiTek" Online plUSTM Job Mark Quan Type Span P1-H1 Left OH Right OH Single Drawing F2090 36 SC MN PLATE 6-1-20131022360](23) 1 1 RC66 350900 4 0 0 Online Plus-0 Copyright MTek®1996-2016 Version 30 0 054 Single Drawing per Page 9120!2016 6 10 38 AM Page' Job Mark Q.. Type Span P1-H1 Left OH Right OH Engineering 2090 36 SC MN PLATE 6-1-201310223601(23) 1 1 RC66 350900 4 0 0 HO 1-3-8 HO 1-3-8 17-10-6 TC 17-10-8 #11.25x11.25 D #11.25x11.25 �-� #11.25x11.25 SPL C \{,H��.S/PL #2.5x5 T1 4 W4 \\ `Na'� ��2 #2.5x5 #1813-MN18-11.25x17.5 - "- W2 \\ W5 ; W6 W7 / - #18G-MN18-11.25x17.5 L - t\ W3 WB W9/� - - I Wl\\ i; } 0 N B1 M L J B2 I H T� #5x6.25 #6.25x8.75 R #6.25x8.75 #5x6.25 #18G-MN18-6.25x17.5 BC 18-0-4 17-8-12 35-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # = PLATE SELECTED IN PLATE MONITOR Scale.0163"=1' MiTek" Online Plus' APPROX TR71SS WF.Ir31!T 350 8 LBS Online Plus -- Version 30.0.054 Membr CSI P Lbs Axl-CSI-Bnd I# MN20 5.Ox 6.2 Ctr Ctr 0.35 RUN DATE: 20-SEP-16 ----------Top Chords---------- A -B 0.76 8880 C 0.12 0.64 # = Plate Monitor used Southern Pine lumber design B -C 0.59 8469 C 0.18 0.41 Placement Tolerance Used 0.12 in. values are those effective C -D 0.56 8119 C 0.19 0.37 06-01-13 by SPIE//ALSC UON D -E 0.56 8119 C 0.37 0.19 REFER TO ONLINE PLUS GENERAL CSI -Size- ----Lumber---- E -F 0.59 8469 C 0.18 0.41 NOTES AND SYMBOLS SHEET FOR TC 0.76 2x 8 SP-2400f-2.OE F -G 0.76 8880 C 0.12 0.64 ADDITIONAL SPECIFICATIONS. -- 0.56 2x 8 SP-#1 --------Bottom Chords--------- C -D D -E A -N 0.90 8193 T 0.44 0.46 NOTES: BC 0.90 2x 6 SP-2400f-2.OE N -M 0.75 8171 T 0.44 0.31 Trusses Manufactured by: WB 0.57 2x 4 SP-#1 M -K 0.38 6532 T 0.35 0.03 Morton Buildings, Inc. WG --- 2x10 SP-#1 K -J 0.38 6532 T 0.35 0.03 Analysis Conforms To: J -I 0.75 8171 T 0.44 0.31 TPI 2007 Brace truss as follows: I -G 0.90 8193 T 0.44 0.46 Run vertical thru bottom chord O.C. From To -------------Webs------------- Joint R TC 24.0" 0- 0- 0 35- 9- 0 B -N 0.04 287 C BC 90.0" 0- 0- 0 35- 9- 0 N -C 0.05 78 C C -M 0.57 1647 C NOTE: USER MODIFIED PLATES psf-Ld Dead Live M -D 0.35 2127 T This design may have plates TC 4.0 30.0 K -D 0.01 112 T selected through a plate BC 2.0 0.0 D -J 0.35 2127 T monitor. TC+BC 6.0 30.0 J -E 0.57 1648 C Max comp. force 8880 Lbs Total 36.0 Spacing 90.0" E -I 0.05 78 C Max tens. force 8193 Lbs Lumber Duration Factor 1.15 I -F 0.04 287 C Connector Plate Fabrication Plate Duration Factor 1.15 Tolerance = 10% Fb Fc Ft Emin TL Defl -0.66" in J -I L/635 This truss is designed for a TC 1.00 1.00 1.00 1.00 LL Defl -0.51" in N -M L/825 creep factor of 1.5 which BC 1.00 1.00 1.00 1.00 Shear // Grain in 0 -B 0.79 is used to calculate total load deflection. Total Load Reactions (Lbs) Plates for each ply each face. it Down Uplift Horiz- Plate - MN18 Ga, Gross Area A 4826 Plate - MN20 Ga, Gross Area G 4826 it Type Pit Size X Y JSI A# MN18 11.2x17.5 Ctr Ctr 0.95 it Brg Size Required B# MN20 2.5x 5.0 Ctr Ctr 0.40 0� A 5.5" 4.0" C# MN20 11.2x11.2 Ctr Ctr 0.58 G 5.5" 4.0" D# MN20 11.2x11.2 Ctr Ctr 0.76 "a� E# MN20 11.2x11.2 Ctr Ctr 0.58 LC# 2 Dead Load Check F# MN20 2.5x 5.0 Ctr Ctr 0.40 * $ Z Dur Fctrs - Lbr 0.90 Pit 0.90 G# MN18 11.2x17.5 Ctr Ctr 0.95 'Od plf - Dead Live* From To N# MN20 5.Ox 6.2 Ctr Ctr 0.35 TC V 300 0.0' 35.8' M# MN20 6.2x 8.8 Ctr Ctr 0.86 , �, BC V 15 0 0.0' 35.8' K# MN18 6.2x17.5 Ctr Ctr 0.90 J# MN20 6.2x 8.8 Ctr Ctr 0.86 Online Plus-0 Copyright MiTek61996-2016 Version 30 0 054 Engineering-Portrait 9202016 6.1038 AM Page 1 NOTES: SL 22-0-1 SL 22-0-1 NO 1-3-8 HO 1-3-8 SL B-0-1 7-0-0 7-0-0 7-0-0 7-0-0 8-0-1 SP 7-7-2 14-2-13 20-10-8 27-6-3 34-1-14 41-9-0 TC -- 7-7-2 6-7-11 66-7 11 6-7-11 6 7-11 -- 7-7-2 ---- SL 22-0-1 22-0-1 8P 20-10-8 41-9-0 TC _ - 20-10-8 —- - - 20-10-8 —- #11.25x11.25 D #11.25x11.25 i�� #11.25x11.25 4; SPLC ,% / SPL N\ T1 _ i _ w4 #2.5x5 w5 x5 � \ T2 #2. 8-3-0 s / �l \ / W6 W7// 5 \\� // w8 w9 X P81 \ �VE wl --___ _-- ----- r- G Jl LK ---._F N J 1 J 8_z �•'�- —_ #18G-NS18-7x16S1#6.25x8.75 #6.25x6.75 S2— O #5x6.25 #18G-MS18-7x16 #ISG-%S16-7x16 #5x6.25 H &18G-MN18-7.5x16.25 &18G-MN18-7.5x16.25 BC -- -- 21_0_4 - 20-B-12 - - EP 21-0-4 41-9-0 21-1-2 20-9-10 ---BC- 2_6 - 6_3_7 -—r 7_2_2 -- 5-3-3 cow co 5-3-3- -- 7-2_2 - 6-3_7 -- 2_0_0i 8-3-7 15-5-9 20-8-12 mo 26-3-7 33-5-9 39-9-0 41-9-01 I� �� mon 5-3-7 7-2-7 6-3-11 2-0-1 - �"'�# 6-3-11 7-2-7 5-3-7 c d, � `31 N 41-9-0 - - - - F ,I f , J rKtEXCEPT AS SHOWN ALL PLATES ARE MN2020, # PLATE SELECTED ZDT PLATE MONITOR O r NOyy Scale:0.216'=V MiTek' Online Plus'" Job Mark Quan Type Span Pi-H1 Left OR Right OR Single Drawing 1-1290 42 RC MN PLATE 6-1-1310224210(7) 1 1 RC66 410900 4 0 0 Online PlusO1 a Copyright MT"1996-2013 Version 30.0.023 Single Drawing per Page 10/312013 6:0457 AM Page 1 Job Mark yuan Type Span PI-111 Left OH Right OH Engineering l 1290 42 RC MN PLATE 6-1-13 1 0224210(7) I 1 RC66 410900 4 _ 0 0 HO 1-3-8 HO 1-3-8 TC -- 20=10-8 -- ----- - - �- -------- 20-10-8 - #11.25x11.25 D #11.25x11.25 #11.25x11.25 4 - .� SPL C �' \ E SPL #2.5x5 T1 W4 W5it \ �� T2 #2.5x5 8-3-0 B / \\ i W6 W7 \"�\F 1-8-4K W2 PD1 w \\ \\ W8 PBl - \\\�� G L K �-�- B1 M #18G-MS18-7x16 J 8 - -'- - N #6.25x8.75 #6.25x8.75 I pqH �I II O #5x6.25 ,1 #5x6.25 81 82 &18G-MN18-7.5x16.25 #18G-MS18-7x16 #18G-MS18-7x16 &18G-MN18-7.5x16.25 BC 21-0-4 r 20-8-12 fF ---- --- -- - - --- --- -41-9-0- -- -- - - - - --- - --- -F�_ EXCEPT A8 SHOWN ALL PLATES ARE MN2020, # - PLATE SELECTED IN PLATE MONITOR Scale:0.161"=1' MiTeks Online Plus'" APPROX. TRUSS WEIGHT: 403.6 LBS Online Plus -- Version 30.0.023 ----------Top Chords---------- E# MN20 11.2x11.2 0.5 1.5 RUN DATE: 10-APR-13 A -B 0.79 8994 C 0.13 0.66 F# MN20 2.5x 5.0 Ctr Ctr B -C 0.62 8639 C 0.19 0.43 G MN18 7.5x16.2-7.7 6.7 Southern Pine lumber design C -D 0.31 8530 C 0.12 0.19 N# MN20 5.Ox 6.2 Ctr Ctr values are those effective D -E 0.31 8530 C 0.12 0.19 S1#MS18 7.0x16.0-0.1 0.7 06-01-13 by SPIE//ALSC UON E -F 0.62 8639 C 0.19 0.43 M# MN20 6.2x 8.8 Ctr 0.7 CSI -Size- ----Lumbar---- F -G 0.79 8994 C 0.13 0.66 K# NS18 7.0x16.0 Ctr 0.3 TC 0.79 2x 8 SP-2400f-2.OE --------Bottom Chords--------- J# MN20 6.2x 8.8 Ctr 0.7 BC 1.00 2x 6 SP-2400f-2.OE A -N 0.90 8346 T 0.45 0.45 S2#MS18 7.0x16.0 0.1 0.7 WB 0.38 2x 4 SP-#1 N -S1 0.76 8495 T 0.46 0.30 I# MN20 5.Ox 6.2 Ctr Ctr WG --- 2x10 SP-#1 S1-M 0.71 8495 T 0.46 0.25 PB --- 2x 4 SP-#1 M -K 0.40 6836 T 0.37 0.03 # - Plate Monitor used K -J 0.40 6836 T 0.37 0.03 Placement Tolerance Used 0.12 in. Brace truss as follows: J -S2 0.77 8495 T 0.46 0.31 O.C. From To S2-I 0.83 8495 T 0.46 0.37 REFER TO ONLINE PLUS GENERAL TC 24.0" 0- 0- 0 41- 9- 0 I -G 1.00 8345 T 0.45 0.55 NOTES AND SYMBOLS SHEET FOR BC 90.0" 0- 0- 0 41- 9- 0 -------------Webs------------- ADDITIONAL SPECIFICATIONS. B -N 0.03 247 C psf-Ld Dead Live N -C 0.20 240 C NOTES: TC 4.0 21.0 C -M 0.38 1347 C Trusses Manufactured by: BC 0.0 0.0 M -D 0.33 2011 T Morton Buildings , Inc. TC+BC 4.0 21.0 K -D 0.18 1094 T Analysis Conforms To: Total 25.0 Spacing 90.0" D -J 0.33 2011 T TPI 2007 Lumber Duration Factor 1.15 J -E 0.38 1347 C Run vertical thru bottom chord Plate Duration Factor 1.15 E -I 0.20 240 C Joint K Fb Fc Ft Emin I -F 0.03 247 C TC 1.00 1.00 1.00 1.00 BC 1.00 1.00 1.00 1.00 TL Defl -0.95" in J -I L/514 NOTE: USER MODIFIED PLATES LL Defl -0.74" in J -I L/660 This design may have plates Total Load Reactions (Lbs) Hz Disp LL DL TL selected through a plate it Down Uplift Horiz- it A 0.32" 0.09" 0.41" monitor. A 3914 Shear // Grain in 0 -B 0.69 Max comp, force 8994 Lbs G 3914 1 R Max tens. force 8495 Lbs Plates for each ply each face. Connector P.lat>g Fabrication it Brg Size Required PLATING CONFORMS TO TPI. Tolerp (j A 5.5" 3.2" REPORTS: ICC-ES ESR-3080 This 11:4iQ is asiq�`'.for a G 5.5" 3.2" Plate - MN20 20 Ga, Gross Area crAiNka�bt .5**hhich Plate - MN18 20 Ga, Gross Area im e�yro beal LC# 2 Dead Load Check Plate - MS18 20 Ga, Gross Area 1 � Z -tip Dur Fctrs - Lbr 0.90 Plt 0.90 Plate - MT16 20 Ga, Gross Area * "Q plf - Dead Live* From To it Type Plt Size X Y ` •d, TC V 30 0 0.0' 41.8' A MN18 7.5x16.212.4 6.7 •Ab BC V 0 0 0.01 41.8' B# MN20 2.5x 5.0 Ctr Ctr C# MN20 11.2x11.2-0.5 1.5 1 Membr CSI P Lbs Axl-CSI-Bnd D# MN20 11.2x11.2 Ctr Ctr Wiz. OnNne Pus'0 Copyright M,TeW 1996.2013 Version 30.0.023 Engineering-Portrait 10/31/2013 6:04:57 AM Page 1 COMcheck Software Version 4.3.5.2 Envelope Compliance Certificate Project Information Energy Code: 90.1 (2013)Standard Project Title: 128-074342 Location: Greenport, New York Climate Zone: 4a(weather data: USA_CT—Bridgeport-Sikorsky.Mem.AP.725040—TMY3.epw) Project Type: New Construction Vertical Glazing/Wall Area: 4% Performance Sim.Specs: EnergyPlus Version 8.1.0.009 Construction Site: Owner/Agent: Designer/Contractor: 32625 Main Road Orient Acres, LLC Allied Design A&E Group, P.C. Orient, New York 11957 752 Forest Avenue P.O. Box 110 Rye, New York 10580 Morton, Illinois 61550 914-714-4859 309-263-4105 Building Area Floor Area 1-Workshop: Nonresidential 792 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Roof:Attic Roof,Wood Joists,[Bldg.Use 1 -Workshop] 792 30.0 0.0 0.034 0.021 Floor.Unheated Slab-On-Grade,Horizontal with vertical 4 ft.,[Bldg. 116 — 10.0 0.640 0.520 Use 1-Workshop](d) NORTH Ext.Wall:Other Wood Framed Wall,[Bldg.Use 1-Workshop](b) 1160 -_ —_ 0.042 0.064 Window:Wood Frame:Operable,Perf.Specs.:Product ID PEL-N-35, 46 — —_ 0.300 0.350 EM0.30,VT 0.57,[Bldg.Use 1 -Workshop](c) EAST / Ext.Wall:Other Wood Framed Wall,[Bldg.Use 1 -Workshop](b) 220 __ __ 0.042 0.064 SOUTH Ext.Wall:Other Wood Framed Wall,[Bldg.Use 1 -Workshop](b) 360 --- --- 0.042 0 064 MB910 Door:Other(U-Factor option),Swinging,[Bldg.Use 1 - 20 -- --- 0.600 0 500 Workshop] WEST Ext.Wall:Other Wood Framed Wall,[Bldg.Use 1 -Workshop](b) 220 --- — 0.042 0.064 Window:Wood Frame:Operable,Perf.Specs.:Product ID PEL-N-35, 30 -- -- 0.300 0.350 SHGC 0.30,VT 0.57,[Bldg.Use 1 -Workshop](c) Fibersteel Door:Other(U-Factor option),Swinging,[Bldg.Use 1 - 20 — -- 0.350 0.500 Workshop] Project Title: 128-074342 Report date: 11/13/17 Data filename: Page 1 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)'Other components require supporting documentation for proposed LI-factors. (c) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (d)Slab-On-Grade proposed and budget LI-factors shown in table are F-factors. EnvelopeD• better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The osed envelope systems have been designed to meet the 90.1 (2013)Standard requirements' c ck Version . . .2 and to comply with any applicable m tory requirements listed in the Inspectio k' u,. Name-Title Signature * P,� p Date L. SS\C �f Project Title: 128-074342 Report date- 11/13/17 Data filename: Page 2 i 3-2x6 U-Value Calculation for a Wood Framed Wall (based on the Isothermal-planes Method from ASHREA's Fundamentals Handbook) Bay Space 8 ft R-value %of Wall Column Width 4.5 in Exterior Air Film 0.17 100.00% Column Depth 5.5 in Exterior Sheathing 0.62 100.00% Nailer Spacing 33• in Air Space 0.91 89.39% Nailer Width 3.5 in Exterior Wall Framing 1.875 10.61% Nailer Depth 1.5 in Insulation 19 95.31% Stripping Spacing 32 in Column 6.875 4.69% Stripping Width 3.5 in Interior Wall Framing 1.875 10.94% Stripping Depth 1.5 in Air Space 0.91 89.06% Wood R-Value 1.25 per inch Interior Sheathing 1.82 100.00% Interior Air Film 0.68 100.00% Layer Layer Components Layer Component Layer R- Percentage R-Value Value 1 Exterior Air Film 0.170 0.170 2 Exterior Sheathing 0.620 0.620 Airspace 0.813 ► •"` ` ' - 3 Exterior Wall Framing 0.199 1.012 ��►�pF NEW 4 Insulation 18.109 18.432 CO�. L �G�•�" Column 0.322a* ,O= � Z• r 5 Interior Wall Framing 0.205 1.016 Air Space 0.810 4b. 6 Interior Sheathing 1.820 1.820 7 Interior Air Film 0.680 0.680 Total Assembly R-Valuej 23.750 1 ' Total Assembly R-Valuej 23.750 U-Factor 0.042 f.�i�.. � I� � t �_ •I EMERIOR r + AIR SPACE INTERIOR INSULATED->, �'; �, AIRSPACE CAVITY _ - �..� i:- • I:- 1 � �r EXTERIOR INTERIOR LAMINATED f -- 1 r ' i \ ^ `) NAILERS STRIPPING COLUMN _ EXTERIOR INTERIOR AIR FILM -I AIR FILM NOTES, SL 18-10-2 SL 10-10-2 110 1-3-8 110 1-3-8 SL 6-4-1 6-3-1 6-3-0 6-3-0 6-3-1 6-4-1 EP 6-0-3 11-11-6 17-10-8 23-9-10 29-8-13 35-9-0 TC 6-0-3 5-11-3 5-11-2 5-11-2 5-11-3 6-0-3 SL 10-10-2 18-10-2 EP 111-10-0 35-9-0 TC 17-10-8 17-10-8 #11.25x11.25 U #11.25x11.2.5 #11.25x11.25 3PLC i i \ \\ESPL T2 7 3-0 #2.5x5 Tl !%! W4 #2..5x5 j P 1-OK W2 W5I WG {.17 #186-MN18-11.25x17.5 � � ~tom, ��_ #186-MN18-11.25x17.5 W3 W8 _ w9 �-�� -, G _\ wl Pq , LG --- -- ----- --- -0-0559944 -- - - - - —^- -- -- ---- - - ' O N Dl M LK J II2 _Z_--_____-_ _-----_H #5x6.25 #6.25x0.75 #18G-MN10-6.25x17.5 #6.25x8.75 #5x6.25 SC 10-0-4 17-8-12 EP 16-0-4 35-9-0 10-0-4 17-8-12 C 1-9-5 4-11-9 6-6-15 4-4-15 0,W 4-4-15 6-6-15 4-11-9 1-9-5 P 1-9-5 6-8-14 13-3-13 17-0-12 coo 22-5-3 29-0-2 33-11-11 35-9-0 1-9-5 4-11-9 6-6-15 4-4-15 vor'1 4-4-15 6-6-15 4-11-9 1-9-5 0 OD 35-9-0 _('� '� • �.(�•: EXCEPT AS SHOWN ALL PLATES AREMN2.020, # = PLATE SELECTED IN PLATE MONITOR 0 Scale:0-224"=1' MiTek( Online Plumm Joh Mark Quan Type Span Pl-Ul Left OH Right OH SirrgleDrawing 12090 36 SC MN PLATE 1-1-201:3 j 022 1 RC66 350900 h -- 0 _° -- �- Online Flus"'T)Copyvght MiTekn 19%-2016 Version 30 0 054 S:ng n Drawirg na,Pntju 90017C16 G 10-30 AM I'agc' Job Mark Quaa Type Span P1-H1 Left OH Right OHFEngi112ef711a 1 RC66 350900 4 0 0 L2090 36 SC MN PLATE 6-1-2013 0223601 23 HO 1-3-6 HO 1-3-8 17-10-8 TC, 17-10-8 - #11.25x11.25 D #11.25x11.25 #11.25x11.25 SPL C i \�� _ E SPL #2.5x5 T14 j \' �� \\ 72 #2.5x5 7-3-0 B / F #18G-MN18-11.25x17.5 '\\ W4 W5' W6\ � #18G-MN18-11.25x17.5 1-OR ," W2 �i WB G A \\ ' W3\� �' W9/� - T LG W1 --- -L An - B2 L 21 I - ------' - - -- 0.-05594-- 0 N B1 M #5x6.25 #6.25x8.75 R #6.25xB.75 #5x6.25 #18G-MN18-6.25x17.5 BC 18-0-4 17-8-12 35-9-0 EXCEPT AS SHOWN ALL PLATES ARE MN2020, # . PLATE SELECTED IN PLATE MONITOR Scale:0.163"=1' MiTek" Online Plus' APPROX TR17S'S WFIGI:T: 350 8 LBS Online Plus -- version 30.0.054 Membr CSI P Lbs Axl-CSI-Bnd I# MN20 S.Ox 6.2 Ctr Ctr 0.35 RUN DATE: 20-SEP-16 ----------Top Chords---------- A -B 0.76 8880 C 0.12 0.64 # = Plate Monitor used Southern Pine lumber design B -C 0.59 8469 C 0.18 0.41 Placement Tolerance Used 0.12 in. values are those effective C -D 0.56 8119 C 0.19 0.37 06-01-13 by SPIB//ALSC UON D -E 0.56 8119 C 0.37 0.19 REFER TO ONLINE PLUS GENERAL CSI -Size- ----Lumber---- E -F 0.59 8469 C 0.18 0.41 NOTES AND SYMBOLS SHEET FOR TC 0.76 2x 8 SP-2400f-2.OE F -G 0.76 8880 C 0.12 0.64 ADDITIONAL SPECIFICATIONS. -- 0.56 2x 8 SP-#1 --------Bottom Chords--------- C -D D -E A -N 0.90 8193 T 0.44 0.46 NOTES: BC 0.90 2x 6 SP-2400f-2.OE N -M 0.75 8171 T 0.44 0.31 Trusses Manufactured by: WB 0.57 2x 4 SP-#1 M -K 0.38 6532 T 0.35 0.03 Morton Buildings, Inc. WG --- 2x10 SP-#1 R -J 0.38 6532 T 0.35 0.03 Analysis Conforms To: J -I 0.75 8171 T 0.44 0.31 TPI 2007 Brace truss as follows: I -G 0.90 8193 T 0.44 0.46 Run vertical thru bottom chord O.C. From To -------------Webs------------- Joint K TC 24.0" 0- 0- 0 35- 9- 0 B -N 0.04 287 C BC 90.0" 0- 0- 0 35- 9- 0 N -C 0.05 78 C C -M 0.57 1647 C NOTE: USER MODIFIED PLATES Live M -D 0.35 2127 T This design may have plates psf-Ld Dead K -D 0.01 112 T selected through a plate TC 4.0 30.0 Live BC 2.0 0.0 D -J 0.35 2127 T monitor. J -E 0.57 1648 C Max comp. force 8880 Lbs TC+BC 6.0 30.0 Max tens. force 8193 Lbs Total 36.0 Spacing 90.0" E -I 0.05 78 C Lumber Duration Factor 1.15 I -F 0.04 287 C Connector Plate Fabrication Plate Duration Factor 1.15 Tolerance = es is J -I L/635 This truss is designed for a Fb Fc Ft Emin TL Defl -0.66" TC 1.00 1.00 1.00 1.00 LL Defl -0.51" in N -M L/825 creep factor of 1.5 which BC 1.00 1.00 1.00 1.00 Shear // Grain in O -B 0.79 isused to calculate total load Total Load Reactions (Lbs) Plates for each ply each face. it Down uplift Horiz- Plate - MN18 Ga, Gross Area A 4826 Plate - MN20 Ga, Gross Area G 4826 it Type Pit Size X Y JSI J,- � N"'lev A# MN18 11.2x17.5 Ctr Ctr 0.95 `fir, J% Jt Brg Size Required B# MN20 2.5x 5.0 Ctr Ctr 0.40 A 5.5" 4.0" C# MN20 11.2x11.2 Ctr Ctr 0.58 G 5.5" 4,0" D# MN20 11.2x11.2 Ctr Ctr 0.76 E# MN20 11.2x11.2 Ctr Ctr 0.58 LC# 2 Dead Load Check F# MN20 2.5x 5.0 Ctr Ctr 0.40 Dur Fctrs - Lbr 0.90 Pit 0.90 G# MN18 11.2x17.5 Ctr Ctr 0.95 plf - Dead Live* From To N# MN20 5.Ox 6.2 Ctr Ctr 0.35 TC V 30 0 0.0' 35.8' M# MN20 6.2x 8.8 Ctr Ctr 0.86 ; BC V 15 0 0.0' 35.8' R# MN18 6.2x17.5 Ctr Ctr 0.90 J# MN20 6.2x 8.8 Ctr Ctr 0.86 I lc� ` f� Online Plus-O Copyright Mireke 1996-2016 Version 30.0.054 Engineering-Portrait 9202016 6:10:38 AM Page 1 MITSUBISHI ELECTRIC A4 7olol d► COOLING & HEATING MmSERIES SUBMITTAL DATA: ' : ' 18,000WALL-MOUNTED Job Name: System Reference: Date: -Uv[gi D JAN 3 1 2019 ! ` TowN OF, SUUTri ;;i,;±, Indoor Unit:MSZ-GE18NA-9 1 Wireless Remote •�'" Controller Outdoor Unit:MUZ-GE18NA-1 GENERAL FEATURES • Wall-mounted indoor unit • Standard Hybrid Catechin Prefilter is included with indoor unit • Quiet operation • Auto fan speed control:Quiet,Low,Medium,High,and Super High • Hand-held Wireless Remote Controller • Indoor unit powered from outdoor unit using A-Control • Auto restart following a power outage • Base heater is available as an option • Anti-allergy Enzyme Filter • Limited warranty five years parts and seven years compressor ACCESSORIES Outdoor Unit ❑ Base Heater(MAC-641 BH-U) ❑ Drain Socket Assembly(MAC-811 DS) Indoor Unit ❑ Condensate Pump(230V;S13100-230) Controller Options ❑ Wireless Wall-mounted Remote Controller Kit(MHK1)* ❑ Portable Central Controller(MCCH1)* ❑ Outdoor Air Sensor(MOS1)* ❑ Wired Wall-mounted Controller (PAR-31 MAA requires MAC-3331 F)* ❑ Simple MA Remote Controller (PAC-YT53CRAU requires MAC-3331F)* *See Submittal for information on each option. ❑ System Control Interface(MAC-3331F) ❑ Remote Temperature Sensor(M21-JKO-307) ❑ Lockdown Bracket for Hand-held Controller(RCMKP1 CB) R R Specifications are subject to change without notice. 0 2015 Mitsubishi Electric US,Inc. ti Cooling* Rated Capacity.. . ..... . .17,200 Btu/h Indoor Unit Minimum Capacity .. 3,700 Btu/h MCA 1A SEER.. .. 19.2 Btu/h/W Blower Motor(ECM) 0.76 F.L.A. Total Input.. ...... 1,640 W Airflow(Quiet-Lo-Med-Hi-Super Hi) Heating at 47°F* Cooling 230-275-339-420-533 Dry CFM Rated Capacity . .. .. .. 21,600 Btu/h 194-240-304-385-498 Wet CFM Minimum Capacity .. 3,500 Btu/h Heating 230-275-339-431 -512 Dry CFM HSPF ..... . .... 10.0 Btu/h/W Total Input.. ... .. .. . 1,900 W Sound Pressure Level(Quiet-Lo-Med-Hi-Super Hi) Heating at 17°F* Cooling .. . .. . . 28-33-38-44-49 dB(A) g Heating . . . . 28-33-38-43-49 dB(A) Rated Capacity.. . ..... . 13,400 Btu/h Rated Total Input . . . . ..... ... ... . . 1,450 W DIMENSIONS UNIT INCHES/MM Maximum Capacity** ..... ... . . . . 17,200 Btu/h W 31-7/16/799 Maximum Total Input .. ........ . 2,080 W D 9-1/8/232 H 11-5/8/295 *Rating Conditions per AHRI Standard Weight.. ........ 22 lbs./10 kg Cooling Indoor 80°F(27°C)DB/67°F(19°C)WB External Finish . Munsell No. 1 OY 9.2/0.2 Cooling Outdoor 95°F(35°C)DB/75°F(24°C)WB Field Drainpipe Size O.D . .......... . . .. 5/8"/15.88 mm Heating at 47°F Indoor:70°F(21*C)DB/600 F(16°C)WB Heating at 47OF Outdoor 47°F(8°C)DB/43°F(6°C)WB Outdoor Unit Heating at 17°F Indoor 70°F(21°C)DB/60°F(16°C)WB Compressor ......DC Inverter-driven Twin Rotary Heating at 17°F Outdoor 17°F(-8°C)DB/15°F(-9°C)WB MCA . . ... .... .. ... 14A Fan Motor(ECM) . .. ...... .... . 0.93 F.L.A. * Maximum Capacity tyis at full speed and performance for Sound Pressure Level Cooling ..... . 54 dB(A) INVERTER-driven System. Heating . . . . .. ...... .. . .. . 56 dB(A) DIMENSIONS INCHES/MM Electrical Requirements W 33-1/16/840 Power Supply... .. ........ .. ...208/230V, 1-Phase,60 Hz D 13/330 Breaker Size 15A H 33-7/16/849 Voltage Weight ... 119 lbs./54 kg Ilndoor-Outdoor S1-S2 . ...... ........ . ..AC 208/230V External Finish .... .. . ..... .... Munsell No.3Y 7.8/1.1 Indoor-Outdoor S2-S3 .... """""' ...DC t24V Refrigerant Type.... R41 OA Refrigerant Pipe Size O.D Indoor-Remote Controller .. . . . ...... ...MKH1 DC 3V Gas Side 1/2"/12.7 mm PAR-31 MAA DC 12V Liquid Side.. . ....... . . 1/4"/6.35 mm PAC-YT53CRAU DC 12V Max.Refrigerant Pipe Length.. .... . . ..100 ft./30 m Max.Refrigerant Pipe Height Difference ... 50 ft./15 m OPERATING RANGE Connection Method . .......... . .. .. Flared Indoor Intake Air Outdoor Intake Temp. Air Temp. Maximum 90o F(32o C )DB 115°F(46°C)DB g Coolin 73 F 23 C B WMinimum 67oF(19-C)DB 14°F(-10°C)DB 57F 14CW13 Maximum 80°F(27°C)DB 75°F(24°C)DB Heating 67oF 190 C WB 65°F 18 C WB 70 F(21 C)DB -4 F(-20 C)DB Minimum 60°F 16°Q WB -5°F(-210 Q WB Notes: Specifications are subject to change without notice. ©2015 Mitsubishi Electric US,Inc. DIMENSIONS: ' MSZ-GE18NA-9 Unit: inch 7/16xl Oblong hole 7/16-13/16 Oblong hole 3-1/8 8-7/8 8-7/8 3-1/8 m Installation late 31-7/16 r 30-15/16 1/4 fO I� 6-1/8 6-1/8 m 2-3/ 13-5/16 13-9/16 2-1/8 9-1/8 Indoor unit Air In Wall hole e2-9/16 3/16 n v Installation plate Pi in m a tD Z6 N N � 7 N D. D 1-3/4 I � < 1-5/8 `r 1-15/16 24-3/8 + 5-1/8 S r /3/1 N Nin hose 2-5/t6�y�_ 3/4 Air out ro 4-3/8 I I �� Insulation mi-3/BO.D IrTn Liquid line et/4 19-11/16(Flared connection e1/4) a Gas line m3/8 16-15/16 2-3/16 1-15/16 (Flared connection:e3/8(GE06109112NA),el/2(GE15118NA)) Drain hose Insulation mi-118 0.13 Connected part m5/8 0.13 MUZ-GE18NA-1 Open as a rule 20inch or more if the front and both REQUIRED SPACE sides are open 20-9/32 4 inch ormore/ Drain 3 holes <`+ 8 inch or more if (01-5/16) 11-25132 1-9/16 there are obstacles Air in 2-19/32 to both sides N Air in 47ir 1`1 b e nlo�e 0 At 4-3/8 x 13/16 slot fg7n olmo 1&11/16 3-3/16 Open as a rule `o 33-1/16 2)inch or more if the back, 4-25/32 both sides and top are open I I O A M I V7 � � (n N M N m I Liquid:114(flared) .v Gas 1/2(flared) rn 8-11/32 AAMITSUBISHI k ELECTRIC C (N US COOLING & HEATING Intertek 1340 Satellite Boulevard Suwanee,GA 30024 Toll Free:800-433-4822 www.mehvac.com FORM#MSZ-GEI8NA-9&MUZ-GEI8NA-1-201503 Specifications are subject to change without notice. 0 2015 Mitsubishi Electric US,Inc. t ' (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTA13USH PROPERTY LINES OR FOR ERECTION OF FENCES.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue, Riverhead, New York 11901 tel. 631.127.2303 fax. 631.121.0144 admin@youngengineering.com w m 4 TIN / Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer �: � / Robert G. Tast, Architect / YY / TOP OF BLUFF n OX \' / / <//�6 Y� w� , ' COASTAL EROSION C� HAZARD LINE v ^� X �e,e C dorm ��' ' ;A�•--��-. � /(, ` /e 9e NO, oy TIE—LINE ALONG / / ;<,.� �i�� a l APPROXIMATE HIGH a� // �� T' X / h' I oti �° WATER MARK i/j� �J�� /i f ��5 / ° 00D WALKS�� ' / 11p X / p� _ oil .\h X X�\ eRUSy W� /� �X � ° ° ® e e X h r •�\ i / �,�� p Fps °• �� °° . ' h J"�^ 1 �� ' OCq roe er"/ A h� �IK �Y ^� 1 TOP OF BLUFF x10c, / }. ��• � ENGINEER'S CERTIFICATION ' ocP�iP ` �h .°' / 1 I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR SEWAGE o^ X � x o g47 // DISP05AL SYSTEM(S) FOR TH15 PROJECT WERE DE51 BY ME X yti �$' OR UNDER MY DIRECTION. BASED UPON A GA AND OUCH i" \ Lam° X G �^ �'b ^�� Sp R / STUDY OF THE SOIL, SITE AND GROUNDWA CONDITIONS, ALL / _ _ LOTS, AS PROPOSED, CONFORM TO THE 5UF OLK COUNTY COASTAL EROSION �`' ` — — _ _ _ — ° — — —14 1 — �oo� �° FF�CF �� // DEPARTMENT OF HEALTH SERVICES CONS GTION STANDARDS I HAZARD LINE � X o — �-� \ — r - - - �,� EFFECT AS OF THIS DATE. 14 ' X\� HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n b �y�� / U_ / �° �°'' / ° �' Ge Off, THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 CO , x ^ s?$�, Or9 �Or DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8089 i e ,o me 0� Q��0 / U°Jl�y\ �� w w�� '� �a� �� rytJ Oh SURVEYOR'S CERTIFICATION a\0 / 0- / � q��, a ttt 6 �� 9p� / '� ~l •�\ ^�. �� O� ^y�' "I HEREBY CERTIFY THAT ALL LOTS SHOWN ON THIS PLAT COMPLY 0 OJ � / 2 // 77' 6 / ��.\ 60 3�0 �� WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF SOUTHOLD, 'Q � / CO � 0 / C/Y �/ aaSr Rosy �� a tea. •?,� 4 ^ti. EXCEPT AS MODIFIED PURSUANT TO SECTION 2"18 OF THE N.Y.S. TOWN NI Q� w Q� w Nk FeNCe &RF / \ / � ° Spiyq� T14` _ 3 tip oo LAW 8 ARTICLE XVIII OF THE CODE OF THE TOWN OF SOUTHOLD." 0 -j / /Q��a ��a �J/ �� III HEREBY CERTIFY THAT THI5 MAP WAS MAD L ^N4Ui SURVEYS COMPLETED AND THAT AL ONGRETE M UMENTS k SHOWN THUS: ■ ACTUALLY EXIST AND THEIR OSITIONS ARE a `0 ° \ \ / CORRECTLY SHOWN AND ALL DIMEN5IONA AND GEODETIC DETA 5 ti0 / N (� r �� \ �� y ti� v — i f 12� D� ARE CORRECT." 0 10 tK 4) 0 1 y D �C 1`yp. / O J� 0 �X I — — —10 J I 1 -_A0� / / HOWARD W. YOUNG, N.Y.S. L.5. NO. 45893 / a�0 Q' � � �$O \ 0� ^-Y // ( ° JQ �e'/�0- Y f/ 1,11100, o � o � /g, /�I /i l � ;�1 /' SUED I V 1510N MAP �1 ORIENT ACRES I� E ,' � w � � / Je � at Orient, Ton of Southold A �" Suffolk County, New York EX 1 ST I NG GOND I TI ONS MAP 75 d! / ^�� nn �/ Count Tax Ma DistFict 1000 Section 14 Block 02 Lot 25 o v y F' 0 / <'�� / Oh°� X O y MAP PREPARM MAR. 01, 2016 i ��/ r0* FIELD SURVEY COMPLETED MAR. 13, 2015 Coll Record of Revisions k, � RECORD OF REVISIONS DATE NO GHANGE5 THIS SHEET JUL. 24, 201'1 e 10, } °(b / 60 O 30 60 120 150 DO 10. Scale: i" = 60' a h� JOB NO. 2015-0011 E= MONUMENT SET ■= MONUMENT FOUND Q= 5TAKE SET A= STAKE FOUND DWG. 2015_001I_sket4rhplon_ 5 OF 6 �,OFFICE,• DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO. 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-074342 LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S INCORPORATED AS PART OF THESE DRAWINGS. •.,.,,a R � �� ' COLUMNS NAILED 8" O.C. STAGGERED ON EACH SIDE WITH 4" NAILS. 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED a- , DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, t '. 1= a,-;1 1L1 � ( ,' _O 10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE ' v MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO 3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE A 10 a_ 110 DIRECTION OF THE LICENSED / REGISTERED ENGINEER . 11� 01 RESIST BOTH AXIAL AND BENDING FORCES. 0 4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE �— n% FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE T,n,li`r STOr^i 1 VMTER RUNOFF NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' rn c M1s SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. O (SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. )Pam�);<<}T TO CHAPTER 23G z CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS G Ti iE TO'�"dP� COOE. Q/ z Z (SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED O d WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). f TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 p,+ Z All exterior lighting / "t OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. N- . r�/_I."::, ' "wl - - ' W Q! PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH Installed, replaced or I repaired shall conform T. . .. : I;,f, }, � c�r� � ___--- = W USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. +' `�" c 1 1 1 to Chapter 172 of the Town Code r ` Z FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" , �I O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR F'C i t L'.j`.'-Li :. O �•�^ BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. - �'•'"' } `' �/ ..L`''c E TRUSS PLACARDII\IC REQUIRED 1...1 1 ,� .a,�,� r i�r.i. ;C Dra Rte'•.-.-» ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED :�ez AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE ALL, �1,.',! '+ta',-''""' ' 'T �}?� J Z �`� 0 E OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT w AUSP CS 0 STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. - �' ` ' ' "' c�:�a'y�:•I ,��; cr�t..,.;�;��,_,;t+_,. EFa� SIDING & ROOFING PANELS FLUOROFLEX 1000 T"' -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME U ~ ( ) U %0 STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON Q 1 1 1 z Z EXTERIOR. Z = De TRIM - DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, W O� AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. _ ^ `� O CORNERS, BASE WINDOWS _Q GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH mss► SIDES OF THE BUILDING. L Q 2x4F1 F1 02/12 . z w = � uj W CL0 EARTHQUAKE DESIGN DATA TABLE W 8 0.2 SEC SPECTRAL RESPONSE 0.15g -, ACCELERATION (Ss) 1.0 SEC SPECTRAL RESPONSE 0.06g z z ACCELERATION (SO SEISMIC DESIGN CATEGORY B BUILDING CATEGORY (TABLE 1604.5) II SITE CLASS D DRAWN BY.• S. JOHNSON LIGHT FRAMED WALLS SHEATHED DATE.' 10/19/2017 BASIC STRUCTURAL SYSTEM AND WITH WOOD STRUCTURAL PANELS SEISMIC-RESISTING SYSTEM RATED FOR SHEAR RESISTANCE OR CHECKED BY: V. DEVERA STEEL SHEETS DA TE: 11/14/2017 RESPONSE MODIFICATION FACTOR (R) 7 ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE CURRENT LUMBER SPECIFICATIONS (06-01-2013) REVISED DATE." ---- SEISMIC DESIGN BASE SHEAR 500 LBS SIZE DESCRIPTION BENDING VALUE Fb BUILDING DESIGN CRITERIA REVISED DATE: ---- 2x4 NO.2 SPF 1313 PSI MAXIMUM DESIGN ELEVATION 1000 FT. REVISED DATE"' ---- 2x4 NO. 1 SYP 1500 PSI USE GROUP U 2x4 2100f MSR SPF 2100 PSI CONSTRUCTION TYPE VB I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR THIS REVISED DATE." ---- 2x6 NO. 2 SPF 1138 PSI RISK CATEGORY I BUILDING WAS PREPARED BY ME OR UNDER MY DIRECT SHEET INDEX SUPERVISION AND THAT I AM A DULY LICENSED/REGISTERED �.. ��v Off. • YU 5 2x6 NO. 1 SYP 1350 PSI BUILDING AREA 3106 SQ. FT. PROFESSIONAL E INE Ott SHEET# DESCRIPTION 2x6 2100f MSR SPF 2100 PSI LIVE ROOF LOAD DESIGN 20 PSF '�,�, L' SD��.��z;', 2X6 2400 MSR SYP 2400 PSI M ° 2 p G1 OF G1 SPECIFICATIONS & SHEET INDEX GROUND SNOW LOAD 20 PSF •• z. E " •• '' i„ 2x8 NO. 1 SYP 1250 PSI Sl OF S9 COLUMN PLAN WIND SPEED (VOLT) 130 MPH > 2x8 2400 MSR SYP 2400 PSI RONALD L.SUTTON, P.E. ;. '0 ' S2 OF S9 TRUSS/BRACING PLAN & DETAILS WIND SPEED (Vaso) 101 MPH � y; ` .Ab,•� 2x10 NO. 1 SYP 1050 PSI rlsutton@allieddesignoes.com S3 OF S9 TRUSS & PORCH FRAME DRAWINGS, & DETAIL WIND EXPOSURE C � 2x10 2400 MSR SYP 2400 PSI DATE:11,15,1l REG.# S4 OF S9 ELEVATIONS 2x12 NO. 1 SYP 1000 PSI S5 OF S9 SECTION & DETAILS 2x12 2250f MSR SYP 2250 PSI S6 OF S9 SECTIONS 1 1/2"x16" LAMINATED VENEER LUMBER 2800 PSI S7 OF S9 SECTIONS & DETAILS 3 1/2"x15" GLU-LAM 1650 PSI S8 OF S9 SECTION & DETAILS 5 1/4"x 16 1/2" GLU-LAM 2400 PSI SCALE.'AS NOTED S9 OF S9 SECTIONS & DETAILS 5 1/4"x19 1/2" GLU-LAM 2400 PSI SHEET NO_j . GlOFG1 DESIGN AND EXPLANATORY NOTES OFF/CUTCHOGUE, NY JOB NO. 1.) THE PORCH CORNER COLUMN IS SET OUT AN ADDITIONAL 1"ALONG THE LENGTH 128-074342 ROUGH OPENING SCHEDULE OF THE PORCH WHEN A PORCH CORNER COLUMN AND A MAIN BUILDING CORNER COLUMN "APPEAR"TO LINE UP. UNIT SYMBOL WIDTH HEIGHT FROM LEGEND l 38 1/4" 8104 04 N (V O I = O 2� 37 3/4" 81" V A 37 1/4" 59 1/4" N L? a o N Lr) co M ^ o - v N �_ N 7'-10 1/2" 7'-6" `� `� 14'-7 1/2" 7'-6" 7'-4 1/2" 7'-4 11/2" 7'-6" 7'-1 1/2" WEST SIDEWALL COLUMN 01. o LOCATION DIMENSIONS 0_ 1 3'-1 1 1/4" I 1 3'-1 1 114" 1 I I I Oz w � z � Z � z 04V o Oo Oo r Ur jzall � Z o N 7 S nw o N Q -t o 7-5 1/2" 7'-4" 7'-3 1/2" N PORCH COLUMN Z 1 •. — Zz p z LOCATION DIMENSIONS W Q/ - w0 uw0 = Lu 1 00 U o U D PORCH OVERHANGS Lu z cm — — z - - - - - - - - - - - - - - - — - - - - 41 ' 9" 41 1-911 - - 1 u u ■ ■ lu u u16"M ❑ ❑ ❑ N 16"M 24"M 24"M 24"M 24"M 24"M 24"M 16"M 16"M 16"M N o sO I ❑ LoS 9 16„M 'O 35'-10 1/2" - 16"M / 34'-10 1/2" - 16"M o 35 -9 U z .:::;:.o :; 24"M 24"M ( cq oo w � O bo ;o G O ss ' 16"M - 28'-10 1/2" W v% 27'-10 1/2" - 28'-1 1/2" 16"M 16 M - I? H _ U so -i � S9 16"M -{— 24'-4 1/2" Q 1 1 1 J I 19 Z C A I F— �— O 20'-10 1/2" - I � S 6 16'M I1� - Z E 16"M 19'-10 1/2" W S7 0 I A o U _ 0 � � 16"M 15'-10 1/2" 13'-10 1/2" - 13'-7 1/2" I 16"M B 16"M A `Q m b S6 I 16"M 4— - 1 1'-4 1/2" rZ O V 0 6'-10 1/2" — 6'-10 1/2" :316"M 16"M 16"M 6'-10 1/2" L11 Lu 10 10 16"M 24"M 24"M 24"M 24"M 24"M 24"M 16"M 24"M 24"M 16"M 10 N 0'-0" 0'-0" 0'-0" W8 V-0" NON-VENTED ENDWALLL OVERHANGS J V-0"VENTED I I 1 I I S5 I I S7 I V-0" NON-VENTED ENDWALL OVERHANG Z SIDEWALL OVERHANGS7'_10 1/2" 7'-6" 7'-6" 7'-6" 7'-.6" 7'-6" 7'-4 1/2" 7'-4 1/2" 7'-6" 7'-1 1/2" V-0"VENTED SIDEWALL OVERHANGS COLUMN PLAN LEGEND °` 0 CN N o o o v o o DRAWN BY.• S. JOHNSON i v o � o v � ❑ - (3) 2x6 LAMINATED COLUMN LOCATION (V a i� o, i� i� 1 N DA TE. 10/19/2017 ■ - HEADERED TRUSS LOCATION LAI) v M N N N CHECKED BY.• V. DEVERA IF - (2) 3068 9-LITE TEMPERED GLASS IN LEAF WITH EMBOSSED CROSSBUCK FIBERSTEEL WALKDOORS, IN SWING, LEFT HINGE WITH LOCKSET COLUMN PLAN DA TE.* 11/14/2017 E2 -3068 MB910 PLAIN FLAT LEAF WALKDOOR(S), IN SWING, LEFT HINGE WITH LOCKSET REV/SED DATE.* --- A - (5) 3'-1"x 4'-1 1" PCD3759 VENT PELLA PROLINE DOUBLE HUNG WINDOWS Q - 15'-0"x 13'-0" DOUBLE SLIDING ALUMASTEEL END DOOR WITH WEATHERSEAL, SCALE: 2 8' REVISED DATE.• ---- 1" HEAVY DUTY THERMAX, AND PROTECTIVE LINER 1' 4' 16' REVISED DATE. ---- Q - 15'-0"x 12'-0" DOUBLE SLIDING DIAMOND"M"SIDE DOOR WITH GLASS, SATIN STAINLESS STEEL HANDLE, INTERIOR DOOR FINISH OF 1x6 VERTICAL UNFINISHED REVISED DA TE.' ---- TONGUE & GROOVE PINE, TRIM COVER FOR PRIME CEDAR, AND WEATHERSEAL - (2) 3'-6" x 3'-6" CUPOLAS WITH "M" 30" WEATHERVANES (NON-FUNCTIONAL) - 30"x 30" ATTIC ACCESS PANEL (VERIFY LOCATION) �'" ' ' LJ �' OE NFA`` -SNOW RETAINERS `��'�`�,� }'0 - PERIMETER SEAL PACKAGE (COMPLETE BOTH BUILDINGS) �c `Q L - ROOF STEEL FASTENED WITH STAINLESS STEEL SCREWS �O'. s0 - 7/16" OSB SHEARWALL LOCATION (SEE DETAIL ON SHEET S9) mr 16"M - 16" DIAMETER FOOTING WITH 4'-0"TO BOTTOM OF 21"THICK CONCRETE PAD : (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14"THREADED ROD WITH AN � c�� ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE ` . .•:{<• COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. 24"M -24" DIAMETER FOOTING WITH 4'-0"TO BOTTOM OF 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl4"THREADED ROD WITH AN eeSCALE.AS NOTED ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER SHEET NO. COLUMN IN ONE OPERATION. S 1 Of S9 OFF/CE.• 3 CUTCHOGUE, NY JOB NO. l) TD ) \ 128-074342 (2) 20d R.S. NAILS IN OVERHANG FRAME � 60d R.S. NAIL i _ 2x4 BEV. PURLIN �'I . 0 TOE NAIL OVERHANG RAFTER X I I V �° `a TO OVERHANG NAILER WITH R� \ / S n G N %0 (1) 16d R.S. NAIL EACH SIDE I �Q 20 GA. GALVANIZED 0— a 00 GU$$ o• � � PURLIN CONNECTOR _� M Lu ca • I BQ7�QF 1R \ 42' -2xl 0 (NO. 1 SYP) ` ` E O OVERHANG FRAME END RAFTER ASSEMBLY • ,` z • 0/ w z 2x6 OVERHANG NAILER (7) 20d R.S. NAILS - O • (1) #9x1" HWH SCREWS ON PEAK SIDE AND a- (2) ON EAVE SIDE IN HOLES SHOWN. - r c, (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) o ;t N v7 0 7-5 1/2" 7-4" 7-3 1/2" PORCH FRAME L (3) 2x6 CORNER COLUMN 2x4 TRUSS TIE DETAIL LOCATION DIMENSIONS Lu ri-00 = Lu 1 00 Lu u z DETAILA A - - - - - - - - - - - - - z SCALE: 1 1/2"= 1'-0" S2 O ... ....:...::: B a O ............................ ............................ ............................ ............................ ............................ ............................ .......................... . Z 42' - 2x10 (NO. 1 SYP) END RAFTER ASSEMBLY I //j/j////j// --U w ^>r .:;.... ui • I I I /// //// I 1 1 1 V) J b irk z ........... ............................ ............................ ............................ ............................. ........................... (6) 20d R.S. NAILS ...._.._._ — /�_ %,/ PER CONNECTION OO /j W 2 2x6 END COLUMN EXTENSION OR /� / //. UPRIGHT ASSEMBLY NAILED TO END I O //j RAFTERASSEMBLY AS SHOWN AND TO .._.._.._.._.... ............................ ............................ ............................ ............................ ............................ .......................... '//• /// o EACH INTERSECTING WEB. FASTEN TO O 0 ... /j/. 8 HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. 0.................. . — —8 — — a Lu = DETAIL B I O O //W// O SCALE: 1 1/2" = 1'-0" > > > > > > /�///j/ O O O O O O ;i�/ �/�/3 . O C g z 7-10 1/2" 7'-6" 7'-6" 7'-6" 7'-6" 7-6" 7'-4 1/2" 7'-4 1/2" 7-6" 7'-1 1/2" TRUSS LOCATION DIMENSIONS 04 -- 0 04 O 04 o a o o o DRAWN BY.• S. JOHNSON 3, N N N N DA TE. 10/19/2017 L0 mr CHECKED BY.' V. DEVERA TRUSS/BRACING PLAN DATE: 11/14/2017 2' 8' REV/SED DA TE.' ---- SCALE: 36' -2x8 (NO. 1 SYP) (2) 20d R.S. NAILS 1' 4' 16' REV/SED DATE.- (2) RAFTER ASSEMBLY IN OVERHANG FRAME REVISED DATE.' ---- 2x4 BEV. PURLIN • I TRUSS/BRACING PLAN LEGEND - TO DATE. ---- TOE NAIL OVERHANG RAFTER r�1 TO OVERHANG NAILER WITH X (1) 16d R.S. NAIL EACH SIDE 42' 1290 R.C.TRUSSES i : j • i ky. Y®R z -42' -2x10 (NO. 1 SYP) END RAFTER ASSEMBLY I I I "v� . .sw- a O a• , s -36'2090 S.C. TRUSSES O I . I �n - • �u Z• ��, 4 -36' -2x8 (NO. 1 SYP) END RAFTER ASSEMBLY n . s -2x10 (NO. 1 SYP) RAFTER (6) 20d R.S. NAILS .s •0 6 -2x4 TRUSS TIES PER CONNECTION pmli FJo•• / 36' -2x8 (NO. 1 SYP) 7 -2x6 FLAT TRUSS TIE CENTERED IN BUILDING �n OVERHANG FRAME END RAFTER ASSEMBLY ., - a -2x6 DIAGONAL END BRACES 9 - 6' PORCH END FRAMES (2) 2x6 END COLUMN EXTENSION OR 2x6 OVERHANG NAILER (7) 20d R.S. NAILS UPRIGHT ASSEMBLY NAILED TO END ` r7 RAFTER ASSEMBLY AS SHOWN AND TO I ( ( 5 EACH INTERSECTING WEB. FASTEN TO • (3) 2x6 CORNER COLUMN HEADER AND FRAMING MEMBER WITH (2) 16d R.S. NAILS INTO EACH END COLUMN EXTENSION MEMBER OR UPRIGHT. DETAIL C DETAIL D ("SCALE.•AS NOTED SCALE: 1 1/2"= l'-0" SCALE: 1 1/2"= V-0" SHEET NO. S2 OF S9 OFFICE.• CUTCHOGUE, NY o DESIGN AND EXPLANATORY NOTES JOB NO. b 0 N r o N Lr) 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-074342 27'-0" 26'-0" OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR AND WINDOW LOCATIONS WITH THE OWNER. i 3'-6" x 3'-6" CUPOLA o VENT-A-RIDGE �= N 0 NT-A-RIDGE a Q— Lu co 5"O.G. GUTTERS O Z _ Z 5" O.G. GUTTERS O a HI-RIB STEEL SIDING TRANSITION TRIM CORNER TRIM HI-RIB STEEL SIDING T#167 T T# T#21 CORNER TRIM z ® T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT W T#167 BASE TRIM E•DQ® —_51 T#167 BASE TRIM = 1 1 1 V) Lu 1 4'-0" 1 7-0" 7'-0" 4'-0" 26'-6" 1 26'-6" Z + Q I �o o N O .1�, ?� N U WEST ELEVATION `n __j LLj U Uso 12 W : 42 ~ O 4 Z 2-PIECE GABLE TRIM 12 W = � a4 U O 2-PIECE GABLE TRIM x HI-RIB STEEL SIDING 7 m T#21 CORNER TRIM rZ O T#167 TRANSITION TRIM V a HI-RIB STEEL WAINSCOT T#167 BASE TRIM �� Z od w � Lu Lu a. 21'-0" 1 21'-0" 14'-0" 1 4'-0" 4'-0" 1 14'-0" 3'-0"13'-0" 1 1 1 8 o J o 0 0 o O O N I 00 (V N - N _ I "' _ I z SOUTH ELEVATION NORTH ELEVATION co Iq DRAWN BY.' S. JOHNSON DA TE., 10/19/2017 CHECKED BY., V. DEVERA DA TE.* 11/14/2017 owl REVISED DATE., ---- REVISED DATE., ---- REVISED DA TE., ---- REVISED DA TE.- ---- 7q 0 " � pa 0 co Z Z_ . EAST ELEVATION , ( S ;" I7 2' 8' SCALE.-AS NOTED SCALE; m i SHEET NO. 1 4 16 S4 OF S9 OFFICE., DESIGN AND EXPLANATORY NOTESC— CUTCHOGUE, NY JOB)) NO.To ),\ 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-074342 2x4 PURLIN CONDITIONS MAY REQUIRE MODIFICATIONS. u HEADLOK .19"x6.0" ii 2. CONCRETE FLOOR NOTES: ® FLATHEAD LAG SCREW a. 4000 PSI, 5 1/2 BAG MIX CONCRETE. o (ICC-ES REPORT ESR-1078) b. SLOPE GRADE AWAY FROM BUILDING @ V PER FOOT FOR A MINIMUM DISTANCE OF 10' PLUS OVERHANG WIDTH. c� •o TRUSS IN COLUMN 20 GA. GALVANIZED c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. Q_ c� TOP CHORD o. SADDLE OF TRUSS o, \ PURLIN CONNECTOR UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING M LAMINATED COLUMN MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL PRODUCT. BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR Pw � m o � d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. � ® � Z f-1,000 w 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF Z (1) #9x1" HWH SCREW ON PEAK SIDE AND LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF � FLUOROFLEXTM 1000 HI-RIB STEEL (2) #9x1" HWH SCREWS ON EAVE SIDE OF LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND 1� d 2x4 PURLINS @ 24" O.C. PURLIN IN HOLES SHOWN (JOINT MUST BE TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT. (NO. 2 SPF) TIGHT BEFORE FASTENING CLIPS) 7 HEADLOK .19"x6.0" FLATHEAD LAG SCREW o/ Z NCRETE FOOTING THROUGH MORE THN 3"OF STADING (2) 1/2"x5 1/2"M. BOLTS & 12 (8) 20d R.S. NAILS 4 2x4 BUTTED PURLIN DETAIL 4 WATER.DO IF MORE TLACE OHAN 3"OF IF NG WATER IS PRESENTN THE FOOTING OLE w r"Voo = 1 1 1 2x4 BEV. PURLIN (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION Cn 1 1 1 7 WIRE MESH SCALE: 1 1/2" = 1'-0" INSTRUCTIONS. L FILLER STRIP LL 2x6 BEV. FASCIA z 5"O.G. GUTTERS 42' 1290 R.C.TRUSS O T#144 & 146 FASCIA TRIM SOFFIT •o• \ :µ.Hn. HI-RIB/SOFFIT CAP } FILLER STRIP )1''T U 2x6 OVERHANG NAILER )' J �i 60d R.S. NAIL Lu ry U F- 2 V I 20 GA. GALVANIZED �_ 0 TOP CHORD FLUOROFLEXTM 1000 HI-RIB STEELOF TRUSS o• PURLIN CONNECTOR Z = O W U � 12'-0" (3) ROWS 2x6 NAILERS (2100 MSR SPF) ` Q GRADE TO HEEL (3) 2x6 LAMINATED COLUMN X O (1) #9x1" HWH SCREW ON PEAK SIDE AND z m (2) #9xl" HWH SCREWS ON EAVE SIDE OF 2x2 VERTICAL BLOCKING PURLIN IN HOLES SHOWN (JOINT MUST BE v a AT COLUMN LOCATION TIGHT BEFORE FASTENINGCLIPS) co� C7 FILLER STRIP T#167 TRANSITION TRIM 1 1 1 y 2x6 NOTCHED NAILER (2100 MSR SPF) 2x4 BUTTED PURLIN DETAIL p w a FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT (PURLIN CONNECTED WITH 60D R.S. NAIL) p vi 7/16"OSB PROTECTIVE LINER SCALE: 1 1/2" = V-0" Lu 1 g (20) 1/4"x 2 1/2" POWER LAG WASHER _1 HEAD YELLOW ZINC SCREWS —J T#167 BASE TRIM z 6"CONCRETE FLOOR 8" 4 .. .. FINISH GRADE `' '•" DRAWN BY.• S. JOHNSON . ., .. . ... ..,. .. ...........: DA TE.* 10/19/2017 4"MINIMUM COMPACTED GRANULAR BASE CHECKED BY.' V. DEVERA OR IN SITU GRANULAR SOIL 360M &370M BRACKETS FASTENED TO MFS WITH PRECAST CONCRETE COLUMNLOWER COLUMN DATE., 11/14/2017 4'-0" (2) HUS-P 6x40/5 SCREW ANCHORS EACH INSTALLATION REV/SED DATE.* ---- (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & '.e s 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS 3/4"ADJUSTMENT ROD REVISED DA TE.* ---- MFS PRE-CAST CONCRETE COLUMN WITH BASE PLATE 1. INSTALL PRECAST CONCRETE REVISED DATE. ---- ' ' ' COLUMN W/ADJUSTMENT ROD & 21"THICK CONCRETE PAD(2500 PSI MINIMUM). UNDISTURBED SOIL •'''%`±•' BASE PLATE IN THE AUGERED REVISED DATE.' ---- 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN W., '•�•' . HOLE. AROUND EXPOSED REBAR CAGE AND 3/4"xl4" ' 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" t;'; :� .' %• "� Y ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. :, .a, 2. PLUMB PRECAST CONCRETE .r,'�, • Y C7 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF " ''' ': COLUMN IN BOTH DIRECTIONS ��j •�� 8' tt LOWER COLUMN IN ONE OPERATION. 3. ADJUST HEIGHT UP OR DOWNarMt 'Q '.'.!'.•" WITH ADJUSTMENT HEX ROD .0 S I D E WA L L SECTION A 4. POUR READ]-MIX CONCRETE INTO 5-(l • THE HOLE AS SPECIFIED. I 'Fti' c pg.o SCALE: 1/2" = 1'-0" ,..,r,. ,,,•,`.-•�` 1 5. BACKFILL AND COMPACT THEANNULAR SPACE THE I LOWER COLUMN COLUMN TO GRADE WI HDSOIL ISOMETRIC AUGERED FROM THE SITE. SCALE.AS NOTED SHEET NO. S5 OF S9 OFFICE.' CUTCHOGUE, NY JOB NO. 2x10 RAFTER (NO. 1 SYP) 128-074342 T#129 STITCH SCREWED WITH #9x1" (3) 2x6 UPRIGHT S.S.I.D.SCREWS WITH WASHER T#191 CONNECTION TRIM FLUOROFLEX 1000 HI-RIB STEEL 4' WIDE 7/16" OSB PANEL WITH 2x10 NAILER BETWEEN TRUSS WEBS ! 1 o_ 3' WIDE ROLL OF SELF-ADHERING FILLER STRIP v `r WATERPROOF MEMBRANE2x6 BLOCK (FOLLOW ROOF PITCH) 0_ N 2x4 TOP NAILER &T#11 c. M GABLE PURLIN FLASHING FLUOROFLEXTM 1000 HI-RIB STEEL 0- 2-PIECE GABLE TRIM 2x4 PURLINS @ 24" O.C. DOUBLE 2x4 PURLINS @ 23" O.C. w (4) 0.135"x 2 1/4" R.W. NAILS �� m OR 16d R.S. NAILS 2x4 LEDGER FASTENED 2x6 END BRACE 2x6 FASCIA WITH l Od R.S. NAILS @ 6"O.C. 36'2090 S.C. TRUSS O Z FASTENED TO COLUMNS w T#194 TRIM / 7/16"OSB WITH (8) 20d R.S. NAILS O (1) 20d R.S. NAIL THROUGH SOFFIT STRAP & INTO BRACE 2x4 STRIPPING r HI-RIB/SOFFIT CAP TRIM 2' END BRACE STRAP WITH PRE-PUNCHED 9" (R-30) BLANKET INSULATION WITH V FILLE'TR STRIP HOLES (BEND TO FIT) FASTENED WITH 4 MIL BLACK VAPOR RETARDER z 42'-2x10 (NO. 1 SYP) (3) 0.140 x 1 1/2" R.S. NAILS (3) 2x6 LAMINATED COLUMN END RAFTER ASSEMBLY 2x6 DIAGONAL BRACING FASTENED W Q� (2) 2x6 E.C.E. TO COLUMN WITH (4) 16d R.S. NAILS 6" (R-19) BLANKET INSULATION = U-1 1 �_ LjLj FLUOROFLEXTM 1000 42' 1290 R.C. TRUSS ACOUSTICAL HI-RIB STEEL 2x4 TOP BLOCK 4 MIL VAPOR RETARDER LL z HI-RIB STEEL T#136/T#11 TRIMS ON BOTH SIDES OF WALL — — — INTERIOR HI-RIB STEEL Z - - - - - - - - - - - - - - - - - - - - - O ry 2x4 TRUSS TIE ' ` \ .,.. ..... '.jJ Uz 4a;,�Vr�+yam W =Dv4'. F N 4.f� U) `1C1^^I 17 (1) ROW 2x8 TREATED SPLASHBOARD U ! 1 2x4 NON-TREATED BASEBOARD T#167 BASE TRIM `J 1 1/2"xl" BLOCK &T#109 BASE TRIM _ L-1-1 Z 6"CONCRETE FLOORz �— O °• w = O•�� 4" MINIMUM COMPACTED GRANULAR BASE^– O o (3) ROWS 2x4 NAILERS (2100 MSR SPF) OR IN SITU GRANULAR SOIL X O 2x6 TREATED BOTTOM PLATE 7 m V O CONNECTION SECTION C c� Z SCALE: 1/2" = V-0" Lu 1 = rcn w CL N 1 1-i g _l J . (2) 60d R.S. NAILS IN 3" Z OVERHANG RAFTER 6" 2x4 PURLIN CUT TO FIT BETWEEN OVERHANG RAFTERS 8" 9" MESH % " (3) 2x12 HEADERS ,i DRAWN BY. S. JOHNSON (2250 MSR SPF) DA TE: 10/19/2017 p CHECKED BY: V. DEVERA DA TE: 11/14/2017 4'-0" 21"THICK CONCRETE PAD (2500 PSI MINIMUM). 1 1 42' 1290 R.C.TRUSS REVISED DA TE: ---- 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN 2x12 TRACK GIRT (2250 MSR) REVISED DA TE: ---- 'a AROUND EXPOSED REBAR CAGE AND 3/4"x14" T#71 TRACK COVER THREADED ROD WITH AN ADDITIONAL MINIMUM 1" REVISED DA TE: ---- ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. REVISED DATE.' ---- • PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 51 M TRACK CUSTOM 200L TRUSS HANGER WITH LOWER COLUMN IN ONE OPERATION. 3x4 TRACK BOARD I (12) 1 1/2" R.S. NAILS 16"0 1 1/2"x2" BLOCK I FASTEN BOTTOM OF TRUSS HEEL & BEAM WITH (1) 1/2"x12" ��• �. r��vv y 12'-0" T#74 TRACKBOARD TRIM LAG BOLT, 1 1" BELOW M. BOLT 8,2 1/4"IN FROM EDGE �46 wAl;.Q° • D.Q" 8. WEATHERSEAL OF COLUMN (CENTERED ON (3) MEMBER BEAM). °�� GRADE TO BOTTOM T#23 JAMB TRIM OF TRACK GIRT 2 (3) 2x6 LAMINATED JAMB COLUMN (BEYOND) l 2x3 JAMB (BEYOND; WITH AN ADDITIONAL 2x6 TREATED LAMINATE BOTTOM 2' TREATED) FOR HEADER SUPPORT FROM 1'-0" BELOW GRADE ENDWALL SECTION B TO BOTTOM OF HEADER SCALE: 1/2"= V-0" SLIDING DOOR HEADER SECTION D SCALE: I"= V-0" SCALE.-AS NOTED SHEET NO. S6 OF S9 OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY MEMBER #1 JOB NO. v 11 MEMBER #2 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-074342 AE�E 11 MEMBER #3 • CONDITIONS MAY REQUIRE MODIFICATIONS. ® , 4" 8" 2. CONCRETE FLOOR NOTES: 2x12 HEADER SPLICE AT . , a. 4000 PSI, 5 1/2 BAG MIX CONCRETE. o JAMB COLUMN. NAIL TO STEP 1: BEAM WITH 20d GUN NAILS ATTACH MEMBER #1 TO MEMBER #2 WITH NAIL PATTERN PLAN VIEW b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM U .� @ 4" O.C., STAGGERED 1 Od R.S. GUN NAILS @ 8"O.C. AT TOP NOTE: VIEWS ARE SHOWN WITHOUT OVERHANGS. DISTANCE OF 10' PLUS OVERHANG WIDTH. & TO COLUMN WITH AND BOTTOM OF BEAM. SET NAILS 2" c. PLACE A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER OVER A N 14 20d R.S. NAILS FROM TOP AND BOTTOM OF THE MEMBERS. ` ( ) � COMPACTED GRANULAR BASE AND DIRECTLY BELOW THE CONCRETE FLOOR. d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. fx (1) 20d R.S. NAIL EACH SIDE e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A COMPARABLE m 2x3 JAMB FASTEN TRUSS HEEL WITH OF COLUMN SADDLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 25 PSI. O CUT TREATED LAMINATE 4.. STANDARD NUMBER OF 20d f. IF THE FLOOR IS TO BE HEATED, USE 2" TYPE IV EXTRUDED POLYSTYRENE OR A OFF AT BEAM SUPPORT R.S. NAILS PER SIDE & Lu STEP 2: 1/2"x5 1/2"M. BOLTSTS ® COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF Z ATTACH MEMBER #3 WITH 20d GUN 25 PSI UNDER ENTIRE FLOOR. m NAILS @ 4" O.C. AT TOP AND BOTTOM r ^ a OF BEAM. SET NAILS 2" FROM TOP 3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"-3"OF OUTSIDE VIEW AND BOTTOM OF BEAM. LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3"OF z LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND TAMP SADDLE BLOCK AND PROCEED WITH CONCRETE FOOTING PLACEMENT. = LjLj 4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3" OF STANDING LL 7 (3) 2x l 2 HEADER JAMB DETAIL WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE • CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION z INSTRUCTIONS. O ^'.:.,. CUT TREATED LAMINATE 8 (3) 2x12 BEAM OFF AT BEAM SUPPORT 2x3 JAMB '' INSIDE VIEW_ U FLUOROFLEXTM 1000 HI-RIB STEEL J 2x4 PURLINS @ 23"O.C. (NO. 2 SPF) (/) 0 INSULATION STOP/ W CUT TRUSS HEEL BACK BY WIDTH OF AIR DEFLECTOR 12 0:� BEAM PLUS 114" FOR TRUSS HANGER (2) 1/2"x5 1/2"M. BOLTS & 4 FASTEN CUSTOM 200L TRUSS HANGER (4) 20d R.S. NAILS QU TO BEAM WITH (8) 20d R.S. NAILS 2x4 BEV. PURLIN 1 1 1 2 (PLACE NAILS IN ALL HOLES PROVIDED). FILLER STRIP O 2x6 BEV. FASCIA Z m • (3) 2x12 HEADER (NO. 1 SYP) W 0 5"O.G. GUTTERS T#144 & 146 FASCIA TRIM 36' 2090 S.C.TRUSS O a / o • • SOFFIT • HI-RIB/SOFFIT CAP 9" (R-30) BLANKET INSULATION XO • • FILLER STRIP 4 MIL BLACK VAPOR RETARDER 7 0° $ 2x6 OVERHANG NAILER ACOUSTICAL HI-RIB STEEL Z O 1RUS 16" DEEP UNFACED 2x4 TOP BLOCK &T#1 1 °- O R.G' FIBERGLASS INSULATION 0 129 UTILIZED AS FIRE BLOCK Z LLJ 2 CUSTOM 200E TRUSS HANGER 6" (R-19) BLANKET INSULATION Q w FASTEN CUSTOM 200E TRUSS HANGER TO WITH 4 MIL VAPOR RETARDER 2x4 STRIPPING o- TRUSS WITH (12) 1 1/2" R.S. NAILS FLUOROFLEXTM 1000 HI-RIB STEEL Q vi (PLACE NAILS IN ALL HOLES PROVIDED). (2) ROWS 2x6 NAILERS (2100 MSR SPF) 1 1 1 8 (3) 2x6 LAMINATED COLUMN J INTERIOR HI-RIB STEEL 10'-0" 2x2 VERTICAL BLOCKING } GRADE TO HEEL AT COLUMN LOCATION Z Q TRUSS HANGER ISOMETRIC DETAIL FILLER STRIP (3-2x12 HEADER WITH 2O0L TRUSS HANGER) T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR SPF) FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT 77) 7/16" OSB PROTECTIVE LINER DRAWN BY.• S. JOHNSON (20) 114"x 2 1/2" POWER LAG WASHER HEAD DA TE.* 10/19/2017 YELLOW ZINC SCREWS T#167 BASE TRIM CHECKED BY., V. DEVERA 2x4 NON-TREATED BASEBOARD 1 1/2"xl" BLOCK &T#109 BASE TRIM DA TE., 11/14/2017 FLUOROFLEXTM 1000 HI-RIB STEEL 6" CONCRETE FLOOR REV/SED DATE.' ---- (2) 2x6 UPRIGHT 4' WIDE R-10 PERIMETER INSULATION REV/SED DATE. ---- 3' BLACK PLASTIC 8" •..• ... .' 1 1 REVISED DATE.• ---- 42' END TRUSS (12"ABOVE BUILDING HEIGHT) FILLER STRIP REVISED DATE.' ---- FINISH GRADE 4"MINIMUM COMPACTED GRANULAR BASE T#71 TRACK COVER OR IN SITU GRANULAR SOIL 2x6 TREATED BOTTOM PLATE 51 M TRACK 4'-0" 360M &370M BRACKETS FASTENED TO MFS 3x4 TRACK BLOCKro 1 1/2"x2" BLOCK, T#74 & WEATHERSEAL W/(2) HUS-P 6x40/5 SCREW ANCHORS EACHw •�q� R � (1) ROW 2x8 TREATED SPLASHBOARD FASTEN TO 360M & A a �•, a. d. T#23 JAMB TRIM 13'-0" • ° 370M BRACKETS WITH #14A x 1 1/2"MILLED SCREWS TO GRADE MFS PRE-CAST CONCRETE COLUMN 21"THICK CONCRETE PAD(2500 PSI MINIMUM). ' • ° 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"x14" 2x3 JAMB (BEYOND; (3) 2x6 JAMB COLUMN (BEYOND) 24"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" BOTTOM 2' TREATED) ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF SIDEWALL SECTION F LOWER COLUMN IN ONE OPERATION. SCALE.AS NOTED SLIDING DOOR HEADER SECTION E SCALE: 1/2"= l'-0" SHEET NO. SCALE: 1" = V-0" S7 OF S9 OFFICE.• CUTCHOGUE, NY JOB NO. 128-074342 2x6 BLOCK. ATTACH TO COLUMN WITH i 2x4 END OVERHANG PURLINS FASTENED END PORCH FRAME7/16"OSB SHIM (5) 20d R.S. NAILS, STAGGERED. i TO END FRAME WITH 60d R.S. NAIL t, U 2x4 BLOCK. ATTACH TO 2x6 i �� BLOCK WITH (7) 16d R.S. NAILS. i N a END PORCH FRAME HANGS 1/2"OVER 0 EDGE OF PORCH CORNER COLUMN J m ATTACH END PORCH FRAME TO i 7/16"OSB SHIM O 2x4 BLOCK WITH (7) 16d R.S. NAILS i 2x6 BEVELED D Z FASCIA ATTACH END PORCH FRAME TO Q� w 2x4 BLOCK WITH (7) 16d R.S. NAILS Z LQ � _ � • i 2x4 BLOCK. ATTACH TO 2x6 = BLOCK WITH (7) 16d R.S. NAILS ' ^ a- 2x6BLOCK. ATTACH TO COLUMN WITH v 2x6 BLOCK FROM BOTTOM OF (5) 20d R.S. NAILS, STAGGERED z 2x12 HEADER TO TOP OF FIRST NAILER ATTACH END PORCH FRAME TO COLUMN WITH (5) 20d R.S. NAILS W 0/ i = W i BUILDING WRAP C/) Lu 1 END VIEW OF END PORCH FRAME U- Z SHOWN WITH END OVERHANG Z PORCH ENDS AT CORNER COLUMN O (TOP VIEW OF END CORNER BAY) 1 i U JZ :e '`. ..;:;:a0 Lu 12 ui FLUOROFLEXTM 1000 HI-RIB STEEL 4 4' 2x6 BEV. PURLIN USP MPA1 FRAMING CLIPS &2x4 NAILER Q 1 1 1 Z 6' PORCH END FRAME 2x4 PURLINS @ 22"O.C. o z Z (NO. 2 SPF) �j I 1/2"X5 1/2"M. BOLT � v & (6) 20d R.S. NAILS 36' 2090 S.C. TRUSS rvoo 0- 2x6 BEV. FASCIA T#144/146 TRIMS BUILDING WRAP X 5"O.G. GUTTER 2x6 BLOCK USP JH2O ADJUSTABLE JOIST HANGER FASTENED 7 m TO HEADER W/ (2) #9 x 1 1/2" HWH SCREWS & Z ovj (12) 0.148"x 1 1/2"TC POSITIVE PLACEMENT GUN ( a 2x4 SOFFIT SUPPORTS NAILS &TO PORCH FRAME W/ (6) 0.148" DIA.x 3" �../ 2x6 BEARING SOFFIT (1Od) COMMON NAILS, (3) PER SIDE. Z BLOCK FILLER STRIP 2x6 BEV. PURLIN LJLJ s 2x10 HEADER (NO. 1 SYP) Q w FASTENED WITH (6) 20d R.S. NAILS Q vi T#39 COLUMN COVER 1 1 1 g USP MPAI (4 1/2") FRAMING CLIP EACH SIDE WITH (1) ROW 2x4 NAILERS SLOT DOWN. ATTACH EACH TO PORCH FRAME WITH —J (2100 MSR SPF) (6) #9 x 1 1/2" HWH SCREWS &TO 2x4 NAILER —J WITH (6) #9 x 1 1/2" HWH SCREWS 2x6 BLOCKS BETWEEN 2x6 BEVELED Q 8'-9 1/2" 4- 8'-6 1/2" Z PURLIN &2x4 NAILER & BETWEEN 2x4 GRADE TO BOTTOM 6'-1 1/2" GRADE TO BOTTOM NAILER & 2x10 HEADER. FASTEN TO OF PORCH FRAME X OF HEADER COLUMN WITH (4) 20d R.S. NAILS. (3) 2x6 LAMINATED COLUMN DRAWN BY.• S. JOHNSON 2x4 NAILER DA TE: 10/19/2017 CHECKED BY.• V. DEVERA (20) 1/4"x 2 1/2" POWER LAG WASHER HEAD YELLOW ZINC BUILDING WRAP DA TE: 11/14/2017 SCREWS •o REVISED DA TE: ---- 8" 4" CONCRETE PORCH FLOOR • REV/SED DA TE: ---- --� 2x10 HEADER (NO. 1 SYP) REVISED DATE. ---- ¢• FASTENED TO COLUMN WITH '`• `' (6) 20d R.S. NAILS REV/SED DA TE: ---- G! 4" MINIMUM COMPACTED GRANULAR BASE USP JH2O JOIST HANGER. ATTACH TO PORCH END FRAME r , � OR IN SITU GRANULAR SOIL WITH (6) 10d 3"x .1 48" DIA. COMMON NAILS &TO �'' orY w�� • O MFS PRE-CAST CONCRETE 2xl 0 HEADER WITH (2) #9 x 1 1/2" HWH SCREWS & ;,�`• •® L. S 4'-0" COLUMN (12) 0.131"x 1 1/2"TC POSITIVE PLACEMENT GUN NAILS. .`co , Q° 'k �. O _ .d ° °' ° .a e ,!,,max V• �, 1 rp �„ PORCH FRAME ATTACHED AT A COLUMN 16"O 24"0 6' PORCH SECTION G SCA LE.•AS NOTED SCALE: 1/2"= V-0" SHEET NO. S8 OF S9 OFFICE.• CUTCHOGUE, NY FLUOROFLEXTM 1000 HI-RIB STEEL JOB NO. 2-PIECE GABLE TRIM 2x4 PURLINS @ 23"O.C. (4) 0.135"x 2 1/4" R.W. NAILS 128-074342 OR 16d R.S. NAILS 2x6 FASCIA (1) 20d R.S. NAIL THROUGH LOWER CHORD OF TOP CHORD OF T#194 TRIM i i STRAP & INTO BRACE END RAFTER ASSEMBLY Lo END RAFTER ASSEMBLY o SOFFIT i i Z END BRACE STRAP WITH PRE-PUNCHED U HI-RIB/SOFFIT CAP TRIM i i HOLES (BEND TO FIT) FASTENED WITH 7/16"OSB C6 36' -2x8 (NO. 1 SYP) i i (3) 0.140 x 1 1/2" R.S. NAILS Q_ N END RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED — — — — — —— — — _..... 0 i TO COLUMN WITH (4) 16d R.S. NAILS Q_ O (2) 2x6 E.C.E. 36' 2090 S.C.TRUSS Z FLUOROFLEXTM 1000 HI-RIB STEELw Q/ Z 2x4 TRUSS TIE _ _ _ _ _ _ _ _ _ _ _ — - - - - - - - - - - - - - - - - -- _ 2x6 VERTICAL BLOCKS@ - - - - - - - - - - - - -- - - -- 2x4 NAILERS O COLUMN BETWEEN NAILERS - - - - -•- - - -- - - - - - - - -I. HI-RIB STEEL W a/ T#11 &T#136 PERIMETER OF OSB SHEETS - -- - - - - - - - -- -- - - NAILED WITH 1 3/4" RING SHANK —'— - - —'— _ _—'— _ _ —— _ _ —— • (� 1 1 1 COIL GUN NAILS SPACED 6"O.C. LL Z _-:_ - _- _- - _- - _- -_ _- _- -_ -_ -_ _- _- _- z - - - - - - - - - - - - - - - - - EXTRA NAILERS ADDED s»:s `" Eiiit F:;r BETWEEN STD. NAILERS I : JOSB NAILED TO INTERMEDIATE (MAX.SPACE TO BE 24") „. SUPPORTS WITH 13/4" RING SHANK - - - - - - - - - - - - - - - - - - COILGUNNAILSSPACED6"O.C. —'- - - - - - - - - - U }Z - - - - - - - - - - - - - . ' ' ' - - _ -- - - _ - - - _ - - - - - - W o O LAMINATED COLUMN U 1_ Lo U Q w Z zixuj ~ 5/4x6 NAILER r U - - - - - 0 8" a - -- - -•- - - - -- -- - - - � O • • .. . 2x8 TREATED BASEBOARD Z m A , { •; ,- MFS PRE-CAST CONCRETE COLUMN Lu 2 4'-0" Q ui ui ' N a 21 THICK CONCRETE PAD(2500 PSI MINIMUM). :d Lu 1 8 20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN ° AROUND EXPOSED REBAR CAGE AND 3/4"x14" 7/16" OSB S H EA R WA L L ELEVATION -' THREADED ROD WITH AN ADDITIONAL MINIMUM 1" _J ABOVE BOTTOM OF PRECAST CONCRETE COLUMN. SCALE: 1/2"= l'-0" z 16"0 PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. ENDWALL SECTION HDRAWNBY.' S. JOHNSON 2x6 BLOCK BETWEEN NAILERS SCALE: 1/2"= 1'-0" NAILED TO COLUMN WITH 20d DA TE. 10/19/2017 T#129 GUN NAILS. NAILED 6"O.C. CHECKED BY., V. DEVERA T#191 DA TE: 11/14/2017 SELF ADHESIVE WATERPROOF MEMBRANE 7/16"OSB SHEATHING 4 REVISED DATE.' ---- 2x8 NAILER FLUOROFLEXTM 1000 HI-RIB STEEL REVISED DATE.' --- DATE.' ---- REVISED DA TE: ---- DOUBLE 2x4 PURLINS @ 22"O.C. (NO. 2 SPF) LAMINATED COLUMN 2x4 LEDGER FASTENED WITH l Od GUN NAILS @ 4"O.C. 6' PORCH END FRAME FASTENED TO . D •.o_ (3) 2x6 LAMINATED COLUMN COLUMN WITH (6) 20d R.S. NAILS S (BEYOND) 2x4 SOFFIT SUPPORTS2x4 NAILERS r , SOFFIT 7/16"OSB HI-RIB SOFFIT CAP '" "' LAMINATED COLUMN ,. ,. �- �, 2x4 NAILER FLUOROFLEXTM 1000 HI-RIB STEEL OSB S H EARWALL DETAIL SCALE: 1/2" = 1'-0" PORCH CONNECTION SECTION I SCALE.•ASNOTED SCALE: 3/4" = V-0" 7) SHEET NO. S9 OF S9