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HomeMy WebLinkAbout43414-Z �pzr�= SUFF�tG�G` , Town of Southold 7/16/2019 y� P.O.Box 1179 o _ i 53095 Main Rd tr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40505 Date: 7/16/2019 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1850 Highland Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-8-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/16/2019 pursuant to which Building Permit No. 43414 dated 1/23/2019 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: SUNROOM ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to DiMartino, Steven of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43414 07-09-2019 PLUMBERS CERTIFICATION DATED A ho 0 Signature o�suFEnt,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43414 Date: 1/23/2019 Permission is hereby granted to: DiMartino, Steven 1850 Highland Rd Cutchogue, NY 11935 To: construct sunroom addition to existing single-family dwelling as applied for. At premises located at: 1850 Highland Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-29 Pursuant to application dated 1/16/2019 and approved by the Building Inspector. To expire on 7/24/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $302.00 CO -ADDITION TO DWELLING $50.00 Total: $352.00 Building nspector SO�j�®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road ear Fax(631)765-9502 P.O.Box 1179 �� roger.rich ert( -town.southoId.ny.us Southold,NY 11971-0959 C®U�T`I9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Steven DiMartino Address: 1850 Highland Road city;Cutchogue st: New York zip: 11935 Building Permit#: 43414 Section. 102 Block: 8 Lot 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Davis Electric License No: 35489-ME 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 X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures Tvss Other Equipment: "Sun Room" Notes: Inspector Signature: Date: July 9, 2019 0-Cert Electrical Compliance Form.xls Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with,accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 l Date. LI I New Construction: Old or Pre-existing Building: �� (check one) Location of Property: 0 So Al t alftA QA- ` Lk-6—VID41 ASJ House No. Ij treet Hamlet Owner or Owners of Property: S k.i to N m Gi6m Suffolk County Tax Map No 1000, Section 1(30-\ Block Lot oZ,ct Subdivision Filed Map.Lo 5 YJ Lot: �5qjq Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ bx 7 E Appli a gnatu e r ��OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLSG. [ ] 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: DATE FfIl 04cyl INSPECTOR OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 766-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL I I FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Al ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR SOF so TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [y NDATION 1ST [ ] ROUGH PLEIG. [ NDATION 2ND [ ] SULATION] MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING Rd VR on EM RKS: A-P �*I/ DATE !A INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS AYA/ 0 b Ov✓ `d FOUNDATION(1ST) ------------------------------------ 'FOUNDATION (2ND) ^- z dp o ROUGH FRAMING& PLUMBING �y INSULATION PER N.Y: H STATE ENERGY CODE i qq Ile, 1• FINAL ADDITIONAL COMMENTS 5111, Ip O d b 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form 1 Contact: ��, ��1P,lJftttf�.Se1'd1S Approved l 20� Disapproved a/c Phone:U3�--LAS 5 U 0�) Expiration 20 Buil ctor D 7��C PLICATION FOR BUILDING PERMIT [Dkp JAN 16 2019 Date kA I , 206(_ INSTRUCTIONS •.��� D �r�WUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of p'l9nW, 9 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. s (Sign ture f Wicant o -name,if a corporation) -'►nri1 OQrA L+,b(OM ng 1 El -1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises S- Vul �1 M CAA no (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 1_5R a�O— Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 10a Block Lot o� A Subdivision Filed Map No. (SSi Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 5ln a 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work 'A (Description) 4. Estimated Cost ppO.CD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars , 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NJ i:� 7. Dimensions of existing structures, if any: Front Ua CAN Rear Lec;k ,Ci° Depth Height Number of Stories o2 Dimensions of same structure with alterations or additions: Front �a ��° Rear Depth ei-103'x° Height Number of Stories 4,?,_, 8. Dimensions of entike n;w construction: Front 1 Rear I , 1 1 Depth Height I Number of Stories I � \ i 9. Size of lot: Front I-1a . Rear _22-1 - 1 Depth I �� 10.Date of Purchase I Name of Former Owner Uh LI CA Cl'). b`L 11. Zone or use district in which premises are situated L4 b 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES /-NO' 14.Names of Owner of premises&�DirnayA gp Address Il(t3a Phone No. Name of Architect 621 Owi S Address IIQits m Q:.PSiI-MPhone No Call -[�sct Name of Contractor Address Sri Ve is,flUT7. Phone No.Ca jj-5Lo_3—L SOD iffe. - - 0168 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO a/ * IF YES,PROVIDE A COPY., STATE OF NEW YORK) SS: ' COUNTY OF& bAlanco- being duly sworn,deposes and says that(s)he is the applicant (Name of individlial signing contract)above named, (S)He is the a Y-A 11 (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. Aosdmarie Edith Kilicarslan Notary Public-State of New York No 01KIS360137 Swore to before me thisQualified in Suffolk Cfoun'ty_ /� j L day of lAVI o o 10 *commission Expires Notary Public i e of A plicant Scott A. Mussell ° � STO]KIAWAX]EIK SUPERVISOR ( f I��l[A\1�A\ G JEMUEN C' SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ` DOES THIS FROJECT Ir1\1'VOLV:E AN'Y OF THE I;0LL0VVJ1NG: ' Yes NotU1ECK ALL 1HA1' APPLY) it ��f1! I ❑ A. Clearing, grubbing, grading or stripping of land which affects more !l til than 5,000 square feet of ground surface. i4 ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. � ( ❑13/C° Site preparation on slopes which exceed 10 feet vertical rise to re p p - i`} 100 feet of horizontal distance. i; ❑dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. r E. Site preparation within the one-hundred-year floodplain as depicted i on FIRM Map of any watercourse. 11 E] F. Installation of newor resurfaced impervious surfaces of 1,000 square a!1 feet or more, unless prior approval of a Stormwater Management ' Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces, If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date K County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. AP P ZI NT• (Propert%Owner,Design Piofcsmonal,.Agent,Contractor,011m} S'C,l,l�], r`; 1000 Uatc Di ict NA,IE. hlanCa)P,m,WalisO 1D'd Qq I ILf I� I} 1 L ]C/�� � CI • toy-am 1 1�J Section Bleck Lot = ,S,4rutuW I'I7 �_...=. *� FOR BUILDING DEl'Al TNIL;NT USE ONLYy �**v �s ,I Contact Infoimattoin •,'i ' Reviewed By: 7/ /6 Date: Property Address/ Location of Construction Work: b�'\,C)prOved ! ` for processing Building Pel met.S 1 ' , ° l — rmwatcr Management ConUol Plan Not Rcquircd. ,j ; - 1 , t C HCl .�A/ ! , t ❑ Stormwater Management Control Plan is Required. ! , (Forward to Engineering Department for Review.) FORNI # SMCP=TOS MAY 2014 i -'11Efat A- BUILDING DEPARTMENT- Electrical Inspector o� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York11 ,41 - � Telephone (631) 765-1802 - ? (631) 765-9502 roger.richertna town.sc!.6 bWd.nyi u� 2 2019 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: ��,,. I, r c Name: C1C� License No.: �5`l Sq � ,�F' email Address: p o� �w K C I oi� ��`�; ( I NO Phone No.: QT6 OO JOB SITE INFORMATION: (AII Information Required) Name: VJ - Address: 1 X 5 O Cross Street: Phone No.: 3 3 I�� email: Bidg.Permit#: � QT Lot:Tax Map District: � 1000 Section: Block: BRIEF DESCRIPTI OF WORK(Please Print Clearly) Cot Circle All That Apply= Final Is job ready for-inspection?: _ YES / NO Rough In Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: = # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground-Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION �G for Inspection Form � l 1 82-Request Pe FAs �1� STATE OF NEW YORK J WORKERS' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE 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 and Address of Insured(Use street address only) lb.Business Telephone Number of Insured 631-563-4000 ext.168 Four Seasons Solar Products LLC lc.NYS Unemployment Insurance Employer Registration 5005 Veterans Memorial Highway Number of Insured Holbrook, NY 11741 Id.Federal Employer Identification Number of Insured or Social Security Number 205809702 DBA: Four Seasons Holbrook 2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Zurich American Insurance Company Town of Southold 3b.Policy Number of entity listed in box"1 a": 53095 Route 25 5291935.004 PO Box 1179 3c.Policy effective period: Southold,NY 11971 07/01/2018 to 07/01/2019 4.Policy covers: a.®All of the employer's employees eligible under the New York Disability Benefits Law b.F1 Only the following class or classes of the 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 1/14/2019 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (631)845-2200 Title Administrative Services Manager IMPORTANT:If box Na"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,20 Park Street,Albany,New York 12207. PART 2. To be completed by 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. D13-120.1 (5-06) f t n• 'P. � ''f,'¢ _.' r, w"�•rSr�;s ``'i ,,,Ir'�;,(r` r>S :. ,?, �}:;-.", --.�;,4�#"�" 'r rp .,.XN;.•.. lr•' .h<.}r,r ;.;a' �• a>' r t v„ we,r�,,�` =`�,�;�,'�t' *�::u.u;,.zF„, �y*:,�.asM;�,.. s? .,•3� s f'"., :.�„�� °`.T? �,;. i'iv= tr'�a�, i• c 'r+';��.a 4g;-� �” r}:•�a�'�' �»� 'i 'e •�%. � „' .X `'µ�.� "'`"` ”' cr :w� r.r _ 'i • 2�a t i,; -' "-m z�';*,:;� % s � � s"?Mi���"•a�!`� `�:,., ��� ���� 'fir �y�� .�',��y.�. '<� (4:t _cam• ` - ''_ � v _� ... is«^ ,• '\ �- it T{ w",TL4rc2'-' _ ^-lit,:r 5d'"a _...-_... u23^XR:Y'An4Jv�«5^ ,,.�.VtH/.• w�'A#�.H•:•wY�:,C'Sa"C'A'rtP$»'^u'?,F)R{'�1""M•'�+^•.L`^..Rft4K'{�4'&fi:41SF ?'.. _'K'kw4.•^Nf_"Yxn�•,:5,^ ;t3R�`&ra.�..4A%<'v.(S^`v1T^�Y,RC �A• '+k` .}gZ Suffolk County Department of Labor, Licensing & Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE NEW YORK 11788 ' DATE ISSUED; 3/28/2017 No. 58270-H SUFFOLK COUNTY Home improvement Contractor License ::Mxx i This-is to certify that JOSEPH SEGRETI I doing business as FOUR SEASONS SUNROOMS OF NEW YORK LLC i tt •,�' having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules r a� ri gid and regulations of the County of Suffolk,State of New York is`hereby licensed to conduct business,as a HOME I _ r + IMPROVEMENT CONTRACTOR,in the County of Suffolk, r ` f License Category r _ NOT VALID WITHOUT Additional Businesses GC DEFARTMENTAL'SEAL �' y• �' Y C AND A CURRENT CONSUMER AFFAIRS. { !!A On SUFFOLK COUNTY DEPT OF MLABOR,UCENSING 8 CONSUMER AFFAIRS IMPRO ENT x I Commissioner CONTRACTO ' JOSEPH SEG RETI » , This certifies that the a9,.semHWr f bearer LS duly FouRS"soNSSUNROOMs F=' t licensed by the voRN LLC of NEW County or Suffolk ""^••m.nar ;.ar+clrv.n xxux rsz.w:..9r.$.,?.m~r,.rvr-r., maTM•eax„� rv.MsnH,� w - v� 1av, ,> ;,, �.,,,,.,•,, 'i ., a! GrhH 2812017 58270- 031 ::,'L,t•. 1 i•2,;4 &'x»r. y3 'fir.,1 ya, ?;• i,x '�' , ' �+ .+,: ,mks,%.. , -,:.'s'-` - "'�„��}`��� _ s.. '�.,..•., y� T', mm nwarc 03/01 a!2019 .B.S;W..•kY 3 ' New York State Insurance Fund - ' F 199 CHURCH STREET,NEW YORK,N.Y. 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 743007449 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FOUR SEASON I,LLC D/B/A FOUR TOWN OF SOUTHOLD SEASON HOLBROOK 53095 ROUTE 25 5005 VETERANS MEMORIAL HIGHWAY P.O.BOX 1179 HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE G 1256 031-4 724469 07/01/2018 TO 07/01/2019 05/29/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1256 031-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 799008578 111111111111111111119 I I II I II I II 1 fim Hill 1111111111 fill]111111111111111111111]]111151111 1 ml I I I I I I II 00000000000059217551 Form WC-CERT-NOPRINT Version 2(0229/2016)[WC Policy-125603141 U-26 3 99 (000000000000592175511[0001.0000125603141(##GI(14891-04I[Cerl_NoP-CERT_11[01-000011 i { f ' Suffolk County Department of Labor, Licensing & K.E Consumer Affairs ` I VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 DATE ISSUED, 3/28/2017 No. 58270-H Y SUFFOLK COUNTY -= Home Improvement Contractor License ' f This is to certify that JOSEPH SEGRETI doingbusiness t F ; as FOUR SEASONS:SUNROOMS OF NEW YORK LLC I ' I having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules F k j and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME ' IMPROVEMENT CONTRACTOR,in the County of Suffolk. } t y,. I License Category r i , t, i NOT•VALJD WITHOUT Additional Businesses GC { DEPARTMENTAL SEAL AND A CURRENT ' ( CONSUMER AFFAIRS SUFFOLK COUNTY DEPT OFLABORrT 1 LICENSING 6 CONSUM i w HOME IMP OV ENT AFFAtRs, Commissioner '•' ,�i, H - CO JOSEPH SECRET) Tft-MftSfiWt �aww. n se e the roan sFfupNgby — ms OF NEW VORX - --- - i y Cmity of sunoik U:.ZZ,,,,,a, - �.�.! �.x 58270-N ON2&2017 WWI � � I I . I I i I - I hl NfL 9=17. i:// / H.7 ivimr IVIJ. b73/ { SITUATE: CUTCHOGUE E TOWN : SO UTH O LD s SUFFOLK COUNTY, NY �� SURVEYED 12-08-2014 � do REV151ON 12- 10-2014 "o v'l +6 oP SUFFOLK COUNTY TAX # ����¢ ct, �� F 1000 - 102 - 8 - 29 fro CERTIFIED TO.- STEVEN 0:STEVEN E. DIMARTINO FIRST AMERICAN TITLE INSURANCE COMPANY EMBRACE HOME LOANS, INC. tr o\ i , 11100 IS W0,00 ITNCI! -�• �?,..c'� �G•L��O 4,rJ�bbl✓ // '��� ,�`✓V� '``';;r f a `�? O I � � 0�' `LSP � NU4UA Pell F�llt7 '�' �� ��`• ,,` \ . Sb/d/�O Area = 40.023 5q. Ft. hod4� Area = 0.9188 Acres �Q G P IG SCA I'= 0' /O �� i ` pWNWa K�2 9. 24' s/ 'thouthorlmd oltarotlan or a"Uan to o amM JOHN C. Ei1 LERS LAND S U N VEYO R ' 4 .3�' mW boorof a ilm 7 d auneyorb swl a Htloltan of aeelion 720la.ub-divislon 2,of the Na.'York Stele Education Law.' 'Old .es tram IM sxvr y vigiwd d thle marted aflh an ortgha!of(he Imd auve�ors stomped awl andl M can®dared to b.,did true AST MAIN STREET N.Y.S. LIC. N0. 50202 . oap e "Co-ft.i"Indcated hem.e%,ify that thio RIVtsthg lode aT Procm Gca far kind Sv�a�the a d ERhEAD, N.Y. I 1901 369-8288 Fax 369-8287 61 th.9 I soul.woawUw of�r�ofaetarrel I— In Land Sdrveyara aid oertiitcattala ha0 any longlslandiandsurveyor.com to wa t raS .ham the,,,.,,e,,pmpa'a,, end en bb td ogmry WandWII trWaem "%vmmer edMioMuz hv.on,and 14-2 L21 nano or.�o�x t°fra,aeeraWe to admewnd kc tbXw- _ �I D ~ I I DDI. APPROVED AS NOTED DATE: 6.P. # l RETAIN STORM WATER RUNOFF FEE: pBy. = PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPART ENT AT . OF THE TOWN CODE. 765-1802 8 AM TO 4 PM FOLLOWING INSPECTIONS:FOR THE I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES- AS REQUIRED AND CONDITIONS OF 'vn�OTTT'O- I V V VN Z�urI--� 49ni P nom'�"+I I�( QARC 6064-1,4D TOW144RUSTEES W.Y.S.B:G OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY • DiMARTINO QQP Innlunlu .L ; N� I E Y I I 3 L� � �r�� 1850 HIGHLAND ROAD , CUTCHOGU , 9 5 N 11 r 0 0; 0 rd Iuuluulu C � DRAWING INDEX PLOT PLAN "°� W N �L W tie L4 U 51 - PLOT PLAN �d�y� 0 52 - GEN. NOTES 53 - FOUND./FLR. FRAMING PLAN N ,41014'1 0" E 187.73' G� . 54 - PARTIAL ROOF FRAMING 55 - STRUCTURAL DETAILS ILu 56 - STRUCTURAL DETAILS O 57 - STRUCTURAL DETAILSo I I w = a n CO m Lou Q m � 58 - STRUCTURAL DETAILS N 1 �' 0>- °to _ € 59 - STRUCTURAL DETAILS 1 0 ' N 'o m LD i Z � �© 510 - STRUCTURAL DETAILS I `� 39.2' o Z m� o : Eig A I - PARTIAL FLOOR PLAN 1 20.0' )t z o o � No R I - SUNROOM PLAN � ELEV. I 1 �, O U E R2 - SUNROOM DETAILS � o o I Nva R3 - SUNROOM DETAILS �0 o j = o whilln R4 - SUNROOM DETAILS 32.3' N p I§26N r= R5 - SUNROOM DETAILS I o �? Z _' LL' s R6 - SUNROOM DETAILS CONCRETE DRIVEWAY N w N rn W G p =as O N0 1� 1 N � lLJ R7 - SUNROOM DETAILS oz c� 3.4' R8 - SUNROOM DETAILS 1 3 2.0 hof NS R9 - SUNROOM DETAILS z N '� �s spyDZ o 52.3' m 8 0' z p (f1 r 11oC QD > � � N m 1 u _ z � I 22.9' In N ��A 2359 FASTENER SCHEDULE FOR 230 SUN STARS c j N OFESSIONP TO EXISTING STRUCTURES 4�FOUNDATIONS PROP05ED 5UNR00M _ z 15'-1 1/4"X I G'-10 1/4" COMPONENT FASTENER DRAWING TITLE: NO./5PACING COLUMN/SILL 3/8°OHILTI KWIK 2(MIN.)@ EACH COLUMN 1 f, BOLT III w/WA5HER AND 24"O.C.(MAX) LU COVER 5 H E ET 20 RIDGE 3/8"0 A PLOT PLAN BOARD W/WASHER (2)ROWS @ I G°O C. s I 5CAie 1•=3a I \\ �w TO EXISTING NOTE: REVI51ON5 WALL COLUMN 3/8°0 2 IN TOP G°(3°APART) 1.TH15 PLOT PLAN 15 FOR UFE5CIALAB5ACE ONLY. W/WASHER 30"O.C.(MAX.)VERTICALLY FOR ADDITIONAL INFORMATION 5EE 5URVEY \ PROVIDED BY A LICEN5ED LAND SURVEYOR. ALUM RIDGE 3/8"0 BOLT w/ (2)ROWS @ I G"O.C. 2.LOT COVERAGE CALC5(FOOT PRINT ONLY) I @ LEDGER WASHER LOT AREA - 39.804 5Q.FT. _ INTERNAL RAFTER 3/8"0 BOLT w/ EXI5T HOU5E:= 1.832 5Q.FT. _ CUP WASHER POOL = 8005QFT. S 50o , _ _ (3)PER CUP PROP05ED.= 235 5Q FT. '03 11 _ NOTE: _ � _ i DRAWN BY: DJC I. ALL FA5TENER5 CONNECTING ALUM.TO ALUM.SHALL BE 5TAINLF-55 TOTAL = 2.867 5Q.FT. STEEL. LOT COVERAGE-7 20% 68 _ _`_ _ I REVIEWED BY: AS 49 2. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS TO SPI l� �O�D SCALE: SEE PLAN STRUCTURAL FRAMING OR FOUNDATION SHALL BE HOT DIPPED V GALVANIZED. DATE: 12-22-18 3. ALL FASTENERS SHALL HAVE A MINIMUM OF 3"EMBEDMENT LION. 51 of 10 t� GPS, C] [� 4, 0 GENERAL NOTES Qo- w - pngnupi } O O toC� Z 0 Q6 w P I lim GJ ZZUm A.FOUNDATIONS H GLASSN.DESIGN LIVE LOADS c� 0 O m 1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS=3000 P5F. 1.GLA55 UNITS CON515T5 OF TWO PANES OF I/8°THICK TEMPERED GLA55 STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE In `- 2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. WITH A 5/8°STAINLESS STEEL SPACER BE WEEN PANES WITH AN ARGON FILL FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL c 3.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. 2 GLA55 CONFORMS TO A5TM E 1300 BUILDING CODE AND NEW YORK DEPARMTENT OF STATE 2017 UNIFORM CODE SUPPLEMENT ra i""I""I" w" 3ALL MC-16(CODE 78)CLEAR ARGON ROOF GLASS HAS THE FOLLOWING 7 N w MINIMUM PROPERTIES: O Lu x�{ B.CONCRETE VISIBILITY TRANSMITTANCE = 16% I GROUND SNOW LOAD-20 P5F 2 - w C I ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRE551VE STRENGTH AT 28 DAYS OF 3,000 P51. 2j N �2 U w 2.ALL CONCRETE WORK SHALL CONFORM TO ACI 3 18. SOLAR TRANSMITTANCE = 10% 0 9 ULTRAVIOLET TRANSMITANCE =7% 2.WIND LOAD- b� d 3 PLACE?EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLE55 OTHERWISE NOTED. BASIC WIND SPEED: 136 MPH y/b1 VISIBLE OUTSIDE REFLECTIVITY = I I% WIND EXPOSURE:B C.REINFORCING STEEL V151BLE INSIDE REFLECTIVITY =25% VELOCITY PRESSURE EXPOSURE COEFFICIENT,Kz:0 85 Gv 1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO A5TM AG 15,GRADE 60. SHADING COEFFICIENT = 18 DIRECTIONALITY FACTOR,K&0.85 €3 2 WELDED WIRE FABRIC SHALL CONFORM TO A5TM A 185 OR A5TM A497 SOLAR HEAT GAIN COEFFICIENT = 15 GUST EFFECT FACTOR,G 0.85 ,,^^ 0�g�92 W 3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING MANUAL",PUBLICATION 5P-66. RELATIVE HEAT GAIN =39 IMPORTANCE FACTOR,I: 1.0 VC J, G R 4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. A5HRAE WINTER U VALUE _.25 INTERNAL PRESSURE COEFFICIENT,GCpr±0.18 L Q °H o 0 5.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS IN FOOTINGS ASH RAE WINTER R VALUE =4. 3 4.ALL MC-56(CODE 74)CLEAR ARGON WALL GLA55 HAS THE FOLLOWING WIND O = W € WALLS 6 MINIMUM PROPERTIES: 3 LATERAL DESIGN CONTROLLED BY O U =oma VI5I5ILITYTRAN5MITTANCE =56 = CO �G D STRUCTURAL LUMBER 4 FLOOR LIVE LOAD=40 PSE. `r Z SOLAR TRANSMITTANCE =29 Q m W I.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER,UNLESS OTHERWISE NOTED Z ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES ULTRAVIOLET TRAN5MITANCE = 13 O COORDINATION 0 Q O .0, a. Fb=850 P51 VISIBLE OUTSIDE REFLECTIVITY = I O ,^ 0-m}u 0- F VISIBLE INSIDE REFLECTIVITY = 17 I.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY V J �z mK- b Fc(PERPENDICULAR) =625 P51 NOTIFY THE ENGINEER OF ANY CONDITION NOT AS A55UMED HE SHALL TAKE FIELD w CIS d u o C. Fv=95 P51 SHADING COEFFICIENT = 38 �Iz- W D y § W i�o SOLAR HEAT GAIN COEFFICIENT =.33 MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. ((� 0 m z z °, d E= 1,600,000 P51 RELATIVE HEAT GAIN =79 Z Z O U g w �=Xs=e 2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE,OR BETTER,WITH P.ABBREVIATIONS 0" _ S8 B ACQ(ALKALINE COPPER QUATERNARY)TREATMENT. A5HRAE WINTER U VALUE = 25 O m O O € A5HRAE WINTER R VALUE =4.0 THE FOLLOWING LIST OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT w U ��-� 3 PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS O Z =0 MEW z ALL THOSE USED ON THESE DRAWINGS,BIITTO SUPPLEMENT THE MORE �j=O = �aLS=0o AND WOOD. L SEALANT COMMON ABBREVIATIONS USED: 2 > Om U ��F a�G 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT I.ALL SEALANT CONFORMS TO TT-5 001543-A,Tr-5-00230G, � 3 GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW ALL LAG BOLTS A5TM C-920 TYPE 5,GRADE N5,CLA55 25 1.TYP.-TYPICAL I^ O U � € E AND SCREWS SHALL BE INSERTED IN LEAD HOLES BYTURNING AND UNDER NO CIRCUMSTANCES 2.SIM.-51MILIAR V, 0 CQC .3@II°' BY DRIVING WITH A HAMMER. J.GASKETS 3.UON-UNLE55 OTHERWISE NOTED G SvASgp 5.THROUGH 5OLT5 SHALL BE PROVIDED WITH BOLT HOLES,WHICH ARE 32 TO rL INCH LARGER THAN I.ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY 4 CONT -CONTINUOUS = Q c o � THE BOLTS. 12 � G.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO A5TM A36. Q.CONSTRUCTION SAFETY K.ROOM SPECIFICS O �u,& 7.PLYWOOD SHALL BE C-C EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNF55 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY LL S SHOWN ON THE DRAWINGS. 1.ROOM DEAD LOADS DURING CONSTRUCTION. G 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND A5 SPECIFIED. ROOF:7 P5F 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING 4 w ° 9 ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS,INCLUDING WALLS:5 PSF GUYING OF FRAMING AGAINST WIND,CONSTRUCTION LOADS 4 OTHER u BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS,LAG BOLTS FLOOR: 10 P5F TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE A5TM STANDARD FOR THAT ACCESSORY, THE FRAMING. A5TM A213,A 153 OR OTHER. REFERENCE STANDARDS; 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY THEA5TM E 119 R.MISCELLANEOUS OF NEl/�/ 51MP50N STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. A5TM E 1300 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2015 INTERNATIONAL �S Spy N2YO 1 1.ALL LAMINATED V PSIR LUMBER(LVU SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A5CE 7-10 ESLD ZONING BUILDING RLES A ODE,INTERNATIONAL ENERGY CONSERVATION CODE,AND THE ��P �y` 19 G b. Fv=285 P51 a)ROOF GLA55 CODE 78,R-VALUE=4.0 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE C. Fc(PERPENDICULAR=750 P51 WALL GLA55 CODE 74,K-VALUE=4.0 CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH APPLICABLE d. E= 1,900,000 P51 b)WALL PANELS TO BE 3°INSULATED,R=13.4 BUILDING CODE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. f cc 3 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF n W E.STRUCTURAL STEEL L.DEFLECTION CRITERIA THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER m Lli I ALL STRUCTURAL STEEL CONFORMS TO A5TM A36 OR A5TM A572 GRADE 50 1.ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM PER5ON5 PERFORMING THE WORK 1- DEFLECTION DEFLECTION LIMITS: 4 THE ENGINEER 15 NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS N C? F.ALUMINUMLL DL+LL AND/OR VARIANCE APPROVAL. O O �J 1.ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY AND TEMPER a STRUCTURAL ALUMINUM: -- U60 ,0 8235 V� EXCEPT AS NOTED BELOW: b.GLASS. Ill 7510 CORNER COLUMN........ . ..................6063-T5 c FLOORS: U360 U240 H-COLUMN.....................................6063-T5 UTIUTY'H'COLUMN............................6063-T6 M.ENERGY INFORMATION 2.ALL STRUCTURAL ALUMINUM WORK CONFORMS TO"PART I-A-SPECIFICATIONS FOR ALUMINUM STRUCTUREWITH 2 COMPLIANCE WITH 2015 IECC NOT REQUIRED S- I. PER SECTION 1.I.I -CATEGORY III SUNROOM AND DRAWING TITLE. ALLOWABLE STRESS DESIGN°OR°PART 1-5-SPECIFICATIONS FOR ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE FACTOR DESIGN"OF THE ALUMINUM ASSOCIATION,INC.SEVENTH EDITION,EFFECTIVE JANUARY 2000. R-VALUE 3"50UD ROOF PANEL: 13 4 GENE M A L 3.IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,PROVIDE DIELECTRIC SEPARATION. R-VALUE 4.25"SOLID ROOF PANEL: 18.61 4.ALL EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT. COLOR TO 15 COORDINATED WITH MODEL AVAILABILITY. R-VALUE 7/8"ROOF GLA55 PANEL-4.0 5.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWISE R-VALUE 3"SOLID WALL PANEL: 13.4 NOTES NOTED ON PLANS. R-VALUE 7/8°WALL GLASS PANEL:4.0 SEE INTERNATIONAL RESIDENTIAL BUILDING CODE REVI5ION5 SECTIONS R31 1.5 THRU R31 1.5.8.1 FOR STAIR REQUIREMENTS. CLIMATIC * GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN DRAWN BY: DJC SNOW DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SPEED TEMPERATURE SPECIAL WEATHERING FROST LINE TERMITES HAZARD REVIEWED BY: AS LOAD (PSF) (MPH) EFFECTS WIND REGION CATEGORY DEPTH TEMP. REQUIREMENT INDEX TEMP. SCALE: SEE PLAN 20 136 NO NO B SEVERE 36" MOD. TO HEAVY 15 YES NO 452 57.2 DATE: 12-22-18 5 2 of 10 �Q` I; P��` cc Lo DENOTES 5MAKTDECK PANEL AND QQ > o Lc OUTSIDE FACE EXISTING WALL q 2 C , o TYPE. SEE DETAILS FOR SPLICE AND (@ STRUCTURAL FRAMING)TYP. w m 0 0 ,6 CONNECTION REQUIREMENTS "i r O1 O O`� C luuluupi� C Y lu CONT 2x 1....... LEDGER �o a II II 22, y 0U� ad�H 4 OO CD B N 8 c Q g�8-{no.°ne N O ON qVN �— WZ� s6 SG II II 56 O z 3K5 O -m ¢ mai KB KB KBKB I 4x4 POST ON 8"0 In �z i9 � .02- P!U g€ g - - - -------- - - ----- ----- - ---- --- _ = FOOTING TYP. (4)PLACES — W ❑ s N o �390- (2) 2x I O DROP GIRDER r0 (2) 2x6 Z z O C9 g u; 0�2 =IM O O yo:; a� Xs II II II 2xG II ru O O Z _° 8b0 iu > 7t Z = II z z I I F;4A� to o_ Q cf� _ A o� N II i i I I II I 57 2xG —1 -- �--- ► 59 ° x x x x D Q °pi s ' N I ' N ' I N ' I II N 2 6 N I[---C--J I__J I u- II II x c\j Ng flo s2 In II I I I I IIIA— �I I I+ II W WGo II IL_ 2xG _J� J KB KB KB KI5 KB KB 11 I DF NE7. iii (�y 2 (2) 2x6 _ �P ��,�S SPy9 op (2) 2x I O DROP GIRDER 3-6"x 0-0± LANDING STEPS, CONSTRUCT IN XB ACCORDANCE TO 2017 n W �� NEW YORK STATE 2 2 TYP. J �\\ S5 RESIDENTAIL BUILDING 4x4 POST +�\ I P CODE. SEE: �Q 8235° ��r� ON FOOTING 12"0 ��' �` i (2) 2x 1 O DROP GLK5Lk R i�`,2 A A ROFESSIONP TYP UON O \ KB1�/ / 2 S(5 510 3 - -- ------------ --------- — - DRAWING TITLE: (2) 2xG BAND FOUND. * FLR. NOTE: Q I FOR INFORMATION NOT SHOWN 5EE FRAMING PLAN 5UNROOM DRAWINGS. 2. 5UNKOOM DECK HEIGHT 15 2G"± ABOVE R-V1510N5 4'-5 1/ 1 6" 5-3 1/611 1,, 4'-5 1/1 6" Gil FINISH GRADE 3. SEE GENERAL NOTES FOR MINIMUM CONCRETE REQUIREMENT5 1 5'- 1 114 3'-6" 4 MAXIMUM ALLOWABLE CANTILEVER EQUAL5"d"WHERE"d" 15 DEPTH OF CANTILEVERED MEMBER JWP MEJWPURED FROM EDGE OF SUPPORT. A B C D 5. ALL GIRDER 5PLICE5 5HALL OCCUR OVER SUPPORT. DRAWN BY: DJC G. "KB" DENOTES KNEE BRACE. FOR MORE REVIEWED BY: AS INFO. 5EE DETAIL• A FOUNDATION, FRAMING, CONSERVADECK PLAN B SCALE: SEE PLAN S3 3/8 - 1 0 57 DATE: 12-22-18 53 OF 10 v oP`�t L) I- `h CO wu�unlu } O ul uulugni Z 2 m 00 u- o (n 3 I I I A�u . Lu CL NEW SUNROOM CRICKET I I I I I I I I I I I I I I ow - lu Ow� w JPS � O = / I N \ LlL i'r CO z U -0 ob I I I I I I I I I I I I I I I (n � Lu M 0 co zNLu Lu _ w m z 1--i —L—L --L —1--L L-1 Li Z z O ge��"3Wogo 0 9 o woz =0 DI! =oo= w I I � a o Fu oG > toin O m I I N o Q � � od I I L' 9-,aW�aswo Q 1=1800'- oo`�ooz ROOM CRICKET FRAMING SCHEDULE O ���� 5 a8 m I I WIC,H RAFTERS VALLEY PLATE lL S 8 N I I 12'-0" 2x6 2x8 o " N 13'-0" 2x6 2x8 O I I 14'-0" 2xG 2x8 � I I 15'-0" 2x6 2x8 ��OF NE(/�/Y �P �5 sp rq O 16'-0" 2x6 2x8 Q' 17'-0" 2xG 2x8 r cr- 2x6 2x8 m 1 1 LLI W Z \ / 19'-0" 2x8 2x 10 2N C? 20'-0" 2x8 2x 10 �,o 08235 v� 2 P-0" 2x8 2x I O IT FES SIO r' \\ / 22'-0" 2x8 2x I 0 \ / 23'-0" 2x8 2x 10 DRAWING TITLE: SUNROOM ROOF 24'-0" 2x8 2x10 71 ROOF FRAMING, REFER TO"R"SHEETS NOTES. FRAMING PLAN I)ALL LUMBER SHALL BE MINIMUM SPF No. 2 OR EQUAL. 2)ALL MEMBERS SIZES AND LUMBER GRADES SHOWN ARE MINIMUM REQUIREMENTS. REVISIONS 4'-5 1/1 G" G'-3 3/1 G" 4'-5 1/1 G" 15'-1 114" DRAWN BY: DJC A PARTIAL ROOF FRAMING PLAN REVIEWED BY: AS 54 1/4"= 1'-0" SCALE: SEE PLAN DATE: 12-22-18 54 OF 10 ci [� @ m @ > —N t- luupi°pi U C) Lu uj W ;y Z Z Ln m C 0 0 •� N W max. L4 ui O U ..g WOOD POST 9- d-� (SEE PLAN) } ifl lal$ 2t goo 51MP50N STRONG _ ►L1 a TIE PB POST BASE 0 z 9� € G CO z ar°? W om CONCRETE FOOTING, o y co C) OF19 9 SEE PLAN ON SHEET 53 (j) w z (� .01— ED— FOR LOCATIONS (f) p z MWE'. N FINISHED 3/4" LIP AS PROVIDED 0 �m g O S20 0�-vo BY FACTORY 0 o z o o wa° "o GRADE > I— "v oN aIn G ° t!� o Q XN ------------ Ro 44 LL G o 3"� APPLY SEALANT PRIOR TO � " INSTALLATION OF SPLINE a z_ 8d NAILS @ 8" O.C. STEP I OF NEW Y Q STAGGERED EACH ,`P����5 SPy9O O a. c° \ SIDE OF SPLINE 2 X 6 SPLINE CONSERVADECK r I w /�\/ PANEL m 2 \� /\�j ":,' :• „:: O 235° \ �•• .• fir'• :'.{, •• .� A `,tt 'y4 :atj 0 NOTE:AT 51M. 5ECTION 9OFESSI NP FA TEN A ELS TO /\\�\/�\ \�\/ DROP GIRDER IN ACCORDANCE APPLY SEALANT TO EDGE OF DRAWING TITLE: \ TO DETAIL STEP 2 OSB PANEL ONCE FIRST PANEL SEE PLAN D HAS BEEN INSTALLED BUT STRUCTURAL S6 PRIOR TO INSTALLATION OF SECOND PANEL. DETAILS A TYP. POST FOUNDATION B TYP CONSERVADECK CONNECTION AT SPLINE REVISIONS S S NOT TO SCALE S 5 NOT TO 5CALE DRAWN BY: DJC REVIEWED BY: AS SCALE: SEE PLAN DATE: 12-22-18 55 of 10 Y 0 1- QG� N r-0-T Q UY) W_— CO iuupuq„ > }p Q W p Olp uupugm WO Z(9 m c00 5UNROOM WALL o CD L §'u m m pmpuqu C C9 d Tom,--r TRUFA5T 51PLD8000 'o N SCREW @ I G"O.C. Zai Vj �v u- I (P/N: HN8000) FLASHING AS 3/8"0 LAG BOLTS I REQUIRED WITH 3" MIN. EMBED. CONSERVADECK EXISTING „ Gv PANEL 8d NAILS @ 8 O.C. SEE SHEET 51 FOR STRUCTURE —F MIN. CONNECTIONS es �a {{�sg 211 o2g j. 2 2x 6 CONTINUOUS '" 1`�--I CONSERVADECK = WF..o pr o BAND AROUND ENTIRE / / :.:.<•:•;.`,:: .:. ------------ - oL Q z poG FLOOR PERIMETER d.. �°1 ,•�• �%•.0 •: t•�::j3am;' i ";:��,.,t' •: (� m (D� ¢— yLLJ 8�tm Win WZ N Nd2OlL ISOLATOR TAPE -. m Z' � O N 0� g 8�� (P/N: HN3130) z z :D •ISOLATOR TAPE` 0 p O =0 w FOR INFO. NOT r1___ ___ (� >Vi=O to_ w ow �waoo SHOWN SEE �QJ 2X4 LEDGER ATTACHED G W/3/8"0 LAG BOLTS o Q DROP GIRDER �j5 EXISTING HOUSE BAND I @ 12"O.C. Fd eip €� =-p SEE PLANS •O• IF EXI5T FLOOR FRAMING IS I D 60.002 0 PARALLEL PROVIDE 2x LEDGER(SEE PLAN). FASTEN TO EXISTING R?s • SOLID BLOCKING AS REQ'D STRUCTURE (3) ROWS 3/8"0 LAG BOLTS O Yd1�toQ — —/�- - FOR ADEQUATE CONNECTION W/MIN 3"EMBEDMENT @ 12"O.C., BOLTS G .II c2 NO CLOSER THAN 2"FROM TOP 4�BOTTOM AND NO CLOSER THAN 5"FROM ENDS. >L A TYP FRAMING CONNECTION AT EXTERIOR DROPPED GIRDER C TYP FRAMING CONNECTION AT LEDGER TO EXISTING STRUCTURE 6 NOT TO SCALEc NOT TO SCALE �! QF NS r OC n I I w Lu TRUFA5T 51PLD8000 2 SCREW @ I G"O.C. (P/N: HN8000) CONSERVADECK PANEL (CONTINUOUS OVER 08 3 �Ci= V DROPPED GIRDER). 90 PES$IONP SUNROOM WALL `' '•�•'\\"�' '?'� e: '�'''•{ �• "'�` DRAWING TITLE: STRUCTURAL CONSERVADECK I I 3/8"0 LAG BOLT PANEL WITH 3" MIN. EMBED. I501ATOKTAPE DE L SEE SHEET 51 FOR MIN. CONNECTIONS (P/N: HN3130) .. \ DROP GIRDER REVISIONS SEE PLANS 8d NAILS @ I G"O.C. P05T SEE PLANS (2) 2xG CONTINUOUS BAND AROUND ENTIRE p FLOOR PERIMETER SIMPSON STRONG (MIN fb=850) TIE BC4 POST CAP DRAWN BY: DJC • -� REVIEWED BY: AS B TYP CONSERVADECK CONNECTION AT GABLE WALL D TYP CONSERVADECK CONNECTION TO INTERIOR DROPPED GIRDER SCALE: SEE PLAN 56 NOT TO SCALE 56 NOT TO SCALE DATE: 12-2 2-18 S6 of 10 GPS♦� fil- PG's UY) �_��. Q j—N e puquuln Lu °1 zz0� � ,unpngm � O Z u(h e p^m 2 r ��-- NEW CRICKET FRAMING IN ° §U 11.1111111111m ACCORDANCE TO aN w LOCAL BUILDING CODE. 02 w — uj COUNTER FLASHING AND FOR MORE INFO SEE: 'y� Ul M U SEALANT BY CONTRACTOR A ��'� 4 O 7/8" INSULATED GLA55 PANELS BY Gv FOUR SEASONS SUNROOM5 54 0 C �g=� L Q a 8�S90 O D = LLJ o 0 U � wm Q[ J v'CO Z (` Q —m W p m ���� (_ �z� nOc E uw 9-„ EXTRUDED ALUMINUM GLAZING BAR Z z O u gw �H BY FOUR SEASONS SUNROOMSO m � O , EXISTING w O_ _z =Oo"r i° ROOF FRAMING > o 3 w NOTE: (f7 O Q —U Q SUNROOM ROOF DOES NOT LO °a o > APPLY ANY GRAVITY LOAD TO `mX EXIST. STRUCTURE Oo LL- _ �� NEW SHEATHING TO MATCH EXISTING 0w " SHEATHING TO EXTEND TO TOP OF EXIST WALL SHEATHING Ow of NE + + P T1s sP y O FOR INFO. NOT SUNROOM DOORCC ; — — — — — — — — — — — r- SHOWN SEE: �,..;.w;;�,�,`;~ �y;. — W x n W FLASHING :�ti `�' ::� NEW GABLE END WALL IN ACCORDANCE mZ C5T5 z � TO LOCAL BUILDING CODE. PROVIDE 2(P (j 2 MINIMUM (2) 2x4 STUD COLUMN (MIN. 08235 �lr= CONSERVADECK __ WOOD LANDING I G=0.49) @ CRICKET RIDGE BEAM. A �. PANEL DENOTES PORTION I SUPPORTED IN WALL BELOW. 9opESSI�NP OF EXISTING FRAMING TO BE REMOVED I EXIST. (2) 2x CONT.TOP PLATE DRAWING TITLE: 5TRU CTU RAL DETAI L5 IIRIX � (2) 2xG CONTINUOUS I I 1 I 1 I EXIST. HEADER BEAM REVISIONS BAND AROUND ENTIRE FLOOR PERIMETER (MIN fb=850) A WOOD LANDING ADJACENT TO SUNROOM B TYP. VICTORIAN MODEL CONNECTION AT EXIST STRUCTURE 57 NOT TO SCALE 57 NOT TO 5GALE DRAWN BY: DJC REVIEWED BY: AS SCALE: SEE PLAN DATE: 12-22-18 57 of 10 4x4 WOOD POST @ 4�`P a �• LANDING CORNERS e��` _ U > N O CONT. (2) 2x6 RIM JOIST o z I I (SEE FRAMING PLAN) (9 f!7 LU unpugw Z Z c O0'om m II ® m rd imquupi .0 � N W J .. NOTE: '°m _ �� 5EE STRUCTURAL NOTES SHEET �, rn " SECTION A-A 53 FOR CODE COMPLIANCE 2x2 WOOD BALUSTERS 114"— —1/4" (n U W E @ 5 O.C. MAX. C } Hil-H I xG CONTINUOUS TOP RAIL. I xG CONTINUOUS TOP L Q 2t,go° rr1 (\J\ ATTACH TO TOP PLATE WITH RAIL. SLOPE TOP TO DRAIN = W aF-;=os lLJ C ��i W m (2)SDBx 1.25 WOOD - - U N SCREWS @ 12"O.C. , SLOPE ��m z 30 -m TOP TO DRAIN Z a wo r. 0 z 0 w � ' o (n �W81 CONT. 2x4 RAIL,ATTACH TO �0 Co cz LLJ z POSTS t TOP PLATE WITH (2) CONT. 2x4 RAIL Z z.0022 _LU mm 1/4"WOOD SCREWS WITH Q ui m uui-1 0 0 0 �i5� 8 MIN. I" EMBED. ru O=O z =O O= a5wo mo a CONT. 2x4 TOP PLATE, N �5 ov o G ATTACH TO POSTS WITH (J� o o Q - RUMP 96W�ov (2) 1GdHDGSINKERS FaWWwo 2x2 WOOD BALUSTERS @ a0000 5"O.C., ATTACH TO TOP vj'���t BOTTOM RAILS WITH 1/4" O M� i jp g WOOD SCREWS WITH MIN. = ss s w I"EMBED. G ="6 wCD m o Q OF N E W�' 4x4 WOOD POST LANDING d CORNERS TYP. (SEE PLAN) Q, ���s SFYR O 4x4 WOOD POST it k BEYOND r cc W W CONT. 2x4 BOTTOM RAIL, ATTACH TO CONT. 2x4 2��0 0 2 59 POSTS WITH (2) 1/4" BOTTOM RAIL A WOOD SCREWS WITH 9oFEss►oN�� MIN. I"EMBED. A A I x DECKING I x DECKING - DRAWING TITLE: (r•1 STRU CTU RAL o I 4x4 POST @ 72"O.C. @ I D ETA I L5 MAX. -ATTACH POSTS TO (2) 2xG RIM JOIST w/ - _-_- (3) 1/2"0 THRU BOLTS REVISIONS (COUNTERBORE) LANDING FRAMING LANDING FRAMING LANDING FRAMING SEE SHEET 53 FOR CONT. (2) 2xG SEE SHEET 53 FOR SEE SHEET 53 FOR 4x4 WOOD POST @ SIZE t SPACING. RIM J015T SIZE t SPACING. 51ZE t-SPACING. LANDING CORNERS C U CONT. (2) RIM JOIST (SEE PLAN) (SEE FRAMING PLAN) DRAWN BY: DJC NOTE:ALL WOOD SHALL BE SECTION 5-5 SECTION C-C REVIEWED BY: A5 WEATHER SEALED. SCALE: SEE PLAN A TYP. WOOD GUARD RAIL @ EDGE OF WOOD LANDING DATE: 12-22-18 SB NOT TO SCALE 58 OF 10 V eG�14Q�,S ci : �m v N j—LO(V� �Q Inuµnl° v � O O o 0 Lu uuluupn CIJ Z Z(9 m 6 00�m L =S— m- �d pwpmpi C L O mN W 0�� W — J ' N _ L2 O 3y�y Q �2 NOTE: SEE STRUCTURAL NOTES SHEET Mg- TOP OF DECK I x WOOD DECKING U) SIMPSON A35 ANGLE EA. OR LANDING 53 FOR CODE COMPLIANCE 1 } FEM.. aeffySIDE w/(G) 8d TO HEADER SIMPSON A35 ANGLE EA. 2Ll .52,1(G) 8d TO STRINGER = L! -0 SIDE w/(G)8d TO HEADER O g (G)8d TO STRINGER Q[ J r� 77 z a- W om �° . i2 Clam WOOD STAIR TREADS N a z �-)- 004 I I AND RISERS. N mz rz �g �° z UP WO O D t2 0 0 0 0 0 W Lu O D z =1 W�20R. I I CLOSED RISER TYP. �', �? 0 0 Q g U J Ln o a f (2) 1/2"0 x 4 1/4" HILIT KWIK � � ��o��° WOOD DECK OR Lil BOLT 3 EXPANSION ANCHORS oo�ooi OR APPROVED EQUAL , o o LANDING (SEE PLAN) � O °, 0 STAIR HEADER(SEE W G 0�3��g 3, IA I I I I 3,. DECK FRAMING PN) w o �o CONT. 2x4 PLATE. PRESSURE TREATED 2x 12 STRINGER @ 12"0.C. I I I I GIRADE �0F N E SIMP50N TA I OZ STAIR ANGLE TYP. 6j�P�Q�'��S SP w d ° ° /�/�/ /�/�/�/ a /�/ 12"WIDE x 12"DEEP x 45"° ° a ° ° ° ° ° Q °° d ° ° / LONG CONCRETE FOOTING ��O 082 10 ° °\\ \\/ \\ \\ \\ \ ROFES SIONP\• ° a d °° ° ° \\ \ \ \\�\\�\ ° /\\/ NOTES: e .ALL WOOD SHALL BE WEATHER SEALED Ml 2. RISE It RUN SHALL CONFORM TO DRAMISTRLE: APPLICABLE BUILDING CODES (SEE G.S.N.) 3. HANDSTRUCTURAL RAIL AND GUARDRAIL NOT SHOWN FOR CLARITY. D ETA I LS (2)#5 BARS CONTINUOUS REVISIONS 3" 3G" MIN. —3"- 45" A TYP. WOOD STAIR CONSTRUCTION DRAWN BY: DJC S9 NOT TO5CALE REVIEWED BY: AS SCALE: SEE PLAN DATE: 12-22-15 59 of 10 LiI- Q°�� Q t-, Q m lu 1 Q pugnnpi O � C'r 2x2 WOOD BALUSTERS @ 5" ti i O O.C., ATTACH TO TOP$BOTTOM NOTE: W W Q o RAILS WITH I/4"WOOD SCREWS 1"In m O O Lnm WITH MIN. I"EMBED. SEE STRUCTURAL NOTES SHEET m 53 FOR CODE COMPLIANCE �, N JU m 9 u — �_j Q 5 1/2" 5 1/2" 2��,doy 4 0 14 4l 0, U I/2" h2 ui 1 112" 1/211 1 112" G„ �3.G I x6 CONTINUOUS TOP RAIL. 0222 ATTACH TO TOP PLATE WITH (2)5D8x1.25 WOOD 1 1/2" CLR. Q �HBHxg SCREWS @ 12"O.C. , SLOPE = LU �.,_" o _� a�== TOP TO DRAIN HANDRAIL HANDRAIL O g_— U Y2 2- v,o I,-� ZW €� Z Q _m LU o m € o�� (f7 0 z u oOG UJ Cn � 8 0 (f1 12 LLJ °o � gLd =N 4 1/2" MAX. w Q W m u O 0_ a x80 O� Z_ =O `o " cn p > O I-- U ° p CONTINUOUS 2x4 Q O �/ cq °�3 z PLATE-ATTACH WITH Q p Q (2) 1 GciHDG SINKERS F�Wv�o EA. POSTI w j p R o o aimo ° tu tu p O �o CD ILs2 O 4x4 POST @ 48"O.C. Q G 0 .1 N MAX. -ATTACH TO 2x2 WOOD BALUSTERS @ H � " STRINGERw/(2) 1/2"0 E 5"O.C., ATTACH TO TOP THRU BOLTS BOTTOM RAILS WITH 1/4" z (COUNTERBORE) WOOD SCREWS WITH MIN. z 1"EMBED. �� NE m � SSPryG9� 2x 12 STAIR TREAD m w/SIMPSON TA I OZ ANGLE EA. SIDE r Lu m LuZ 4471 —1 OO 9 0 235 °FEss►oN OO DRAWING TITLE: STRUCTURAL -- DETAILS 5"TYP. REVISIONS 2x1 2 STRINGER Q SECTION A-A SECTION B-B 4x4 P05T @ 48"O.C. MAX. -ATTACH TO STRINGER w/(2) 1/2"0 THRU BOLTS (D DRAWN BY: DJC (COUNTERBORE) REVIEWED BY: AS - SCALE: SEE PLAN A TYP. WOOD STAIR GUARD RAIL AND HANDRAIL DETAIL DATE: 12-22-18 SIO NOT TO SCALE - 510 of 10 4� U I- AGR VJ _r C� U j—N � H InupmPi O III W - OO ZO� in 0 .� r' pmpuqu� .0 �.Ulu ..CO FAMILY ROOM KITCHEN �2ti W N�l - 4 0 G� 3— ="9Wo' O O LLJ U VqN- ��G Z Q—_m Worn XDD r:'N C) EX15T. WINDOW EXIST. WINDOW p �� Win OzNoH1) p2.P0 °z0 LE = mU Wp z0 ftU 1— OL 0 N oao G to �_O o& O U UZI PROPOSED 5UNROOM r 0 9 1 5'- 1 114" X I G'- 1 O 11411 m = w g=j ° " 9 HMO MO HSI. N G egi3�. G'-O" FRENCH OUT5WINGSOF NEINY DOOR 'L S SPY r CL I w SECTION H 105 LIGHT AND y s VENTILATION/EMERGENCY EGRESS �O 08235 A V H 105. 1 General. Exterior openin6j5 ROFESSI�NP required for light and ventilation shall be- permitted epermitted to open Into a patio DRAWING TITLE. structure conforming to Section PARTIAL AH 10 1 , provided that the patio 4'-5 1/16° G'-3 1/8" 4'-5 1/1 G" structure shall be unenclosed if such FLOOR PLAN openings are serving a5 emergency egress or rescue openings from 15-1 1/4" 5leeping rooms. Where such exterior REVISIONS openings serve a5 an exit from the dwelling unit, the patio structure, unless unenclosed, shall be provided with exits conforming to the prov151on5 of Section R3 10 of this code. JDATE: N BY: DJC A PARTIAL FLOOR PLAN A SCALE: 1/4" = P-o" WED BY: AS : SEE PLAN 12-22-18 I of FFENCH DOOR tY - - - - - - - - - - - - - - A ¢P 7, a)i W coN 3GN 3GN 3GN TC31- \ R9sm II, d O ZO C \ \ Illltllil C O p Lr) \ _ R7 TC3R \ o Lu \ I Ln 12 YQ I„„I„„I„ C IL- S \ � Lu 7 7o W N� JQ W 36L 36L 36L TC I L TC3L \ 2vl - �A U �8� a O- A RG D �M R2 R7 (fn — — - - - — — — — G B A �G\� ozz RG R8 TCIR TC3R } a � z o 0 0 0 �® G Q 0oz N TCIL TC3L I c� Q B _ D w - Lu 0!!q �� LO Ln Q > O U-' __ °aa26 10 W Ir- Q -m W 0m 0 O cfJ SLIDING -m Q``� ' y Q co O SLIDING SLIDING O m 0M 3GL 3GL 3GL °, p m w INDO WINDOW WINDOW (n w z (n o- MAXd o _ _ 171 CIR TC3R / - B B B B U) 2 O m W Z Z B // w R3 R2 R3 Z =jp8 C Z W J =O R5 TC31- // un 6'-O” G'-0" �i z z O= �o A ' D G'-O" > F— in U a G GLASS KICK GLA55 KICK GLASS KICK in� °�59H 36N R5 3GN GN TC3R / 2 U) 00 Q - U �zF ina R2 R3 = aG� 12'-5 I/8" �k O s obis IHSH 15'-1 1/4" !2G �9 X g I 11 „-, uJ ° N 3 I 10 OUT OF SILL OI N OF WALL OUT TO OUT OF SILL " A -0-p�ANN^-0I B FRONT ELEVATION l.J 1 = A OF NEINY R9 A ,`P ��,�S SPy9 O r oC n I Lu 12 2� Q 12 �O A 082359 9opess%04 J E=ll DRAWING TRLE: SUNROOM SLIDING SLIDING SLIDING gyp_ PLAN * ELEV. / \ N WINDOW WINDOW WINDOW SLIDING / \ R2 SLIDING D C B —~ B WINDOW E / \G'-0. WINDOW RtVI51ON5 R3 R3 R3 R3 / \ - B FRENCH A D R3 OUT5WING R4 R3 \ DOOR / GLA55 KICK GLA55 KICK GLASS KICK A I 0-0 GLASS KICK \ / R2 GLA55 KICK � DRAWN BY: AS 6'-1 11411 I O'-9" REVIEWED BY: AS 16'-10 114" 16'-10 I/4" OUT OF SILL TO IN OF WALL SCALE: SEE PLAN OUT OF SILL TO IN OF WALL DATE: 12-22-18 nFT E LELEVA ION n RGHj��ELEVATION R I OF 9 GPS U P`� N I'-G aQ v j—N� � pmimqu }O p Au _ WnoZoQ U) Lu uupugw In c Z Z Lo m EXTR'D ALUMINUM f 00` m FIXED SAVE(A'7E713) ® N ch C u-p CD r� puqunpi W xx Lu SAVE f OUT5WING DOOR HEAD Al36�y D � a � R2 scALE G = V-10' R2 SCALE r'= ''° G - 13 o (!� �o� � } �7 Lu OFE a ��s�o2 Lo 0 LY. z W i G 1�zYfy Z ICS Q m W o m �Z� F- Qr) Juz jr) (n �e� 8Xo O cz Z Z To'o 2 N8 0 � �s {–o 0 =o �o= o #8x 1/2"TEKSCREWS Li i L� p= w�. o C WINDOW HEAD (7-150)AT VERTICALg t3 Ln ? � CONNECTION AT bz SAVE f����JJJ R2 SCALE 6° i'o° AND SILL(SIX) V J O 5Q U o a o L 4F4www"'p C)®r `0�04 O LLgg HIM,2 F- UI = w op lu U W = z H Lu Q0 OUT51D� 1N51DE ��OF NE Y LL- z 0 OF OF = Q. .��S SP y O Q O > 1'00/1 P00/1 w co o m z p Lu Lr) r J — O 00 O o u) v —� - - - r - -�— o Lu Z Ln I I o 2(P cr tu I I �� 88235 N I I R0FES SIoNP� //8 x 1/2"TEK SCREW � 07.150) DRAWING TITLE: B WINDOWSILL I SUNRO0m DETAI LS I 1/4"WEEP HOLE DRILLED ED I END CAPS REVV1510N5 U AT THE C/L OF VERTICAL (C*9113LH) EXTRUSIONS(BY INSTALLER) — — — (C*9113RH) N EXTR'D ALUMINUM FLASHING CLOSED SILL(A'7C5) (BY INSTALLE MINIMUM CONNECTIONS ARE — — SHOWN IN THE SCHEDULE DRAWN BY: A5 ON PAGE S 1. A SILL E OU75WING DOOR 5ILL REVIEWED BY: A5 R2 5CALE•G'=I'-0° R2 5CALE G'=I'_O° SCALE: SEE PLAN DATE: 12-22-18 K2 Of 9 OUTSIDE INSIDE ¢� En j —NrZ wnpnyn O O OF OF � #8 x 1/2' TEK SCREW (H7*150) � �, o�Z o ROOM ROOM - 16" O.C. MAX. EACH SIDE w °�°� W � z z u m = g es m �- EXTR'D ALUMINUM EXTR'D ALUMINUM O z CLOSED SILL A'7CS) ® lu m m CLOSED SILL (A*7CS) ( r - c w� WEEP HOLE EXTR'D ALUMINUM � IS, N�J (BY INSTALLER) 2x6 DECKING OR 3/4 PLYWOOD WINDOW JAMB (A7'13 I U) 02 -F-w - - - - - - - FLOOR SHEATHING 8 - - - - -- - -- - -- - - - - -- - - - #10x 1/2"TEK SCREW(HN2125) 0&41, ,a a FLASHING --+ -I_ ___ _ _ _ _ _ __ _ _ _____ EIGHT AT EACH CORNER (BY INSTALLER) EXTR'D ALUMINUM 450 G CORNER POST(7.1 18) Qn o �� MINIMUM CONNECTIONS ARE SHOWN Q88 IN THE SCHEDULE ON PAGE S1. — C) = W oo�_o2 z: U-i d� MINIMUM CONNECTIONS ARE per[ =v co z 3� gG SHOWN IN THE SCHEDULE 1 Z � m Wp a U—) ON PAGE S I . / D O}u O m � 80 DOUBLE 2X6 JOIST ROOM PERIMETER w z u, 0 ME- DOUBLE .42 (MINIMUM) (n �'02 C 3 p2RE'. Oo LU 0 2X BLOCKING o z =0 FINISH � > P- F gN9ogG (BY INSTALLER) G= .42 (MINIMUM) PLAN VIEW 1 1/4" o Q `Hxxoi g - - 0 Ln Fa�w�� B 45° CORNER CONNECTION AT 51LL vp t UNIT WIDTH/ LENGTH R3 NOT TO SCALE 0 N H NOTE: IJ ar 1. CONNECTION TO FOUR SEASONS "CONSERVA DECK" SAME AS SHOWNw A 51LL TO DECK CONNECTION DETAILR3 ��pf NE NOT TO SCALE �P s sP yy O OUTSIDE FACE OF k NOTE: EXISTING STRUCTURE CONNECTION cc(@ STRUCTURAL NOTE: �- @ EAVE SIMILAR n Z FRAMING) CONNECTION tt� N51 DE ROOM APPLY CAULKING @EAVE SIMILAR 2N�O.o 0 BETWEEN SILL t WALL I N51 DE ROOM OFESSI0 #8 x 1/2"TEK SCREW 2 I/4" 2 LAG BOLTS @ TOP G" OF #8 x I/2"TEK SCREW (H7'150) SIX AT COLUMN SPACE @ 3" O.C. EACH 150) @ I G" O.G. E EACH COLUMN VERTICALLY* @ 30" O.C. ACH SIDE VERTICALLY DRAWING TITLE. EXCEPT @ TOP S U N ROO M VERTICALLY(COORDINATE PROVIDE 3 EACHH SIDE WITH SCHEDULE) (SPACE @ 3" O.C.) DETAI LS WINEXTD ALUMINUM MINIMUM CONNECTIONS ARE EXTR'D ALUMINUM WINDOW JAMB (A7'13 I U) SHOWN IN THE SCHEDULE WINDOW JAMB EXTR'D ALUMINUM / — I ON PAGE S 1. (A7'13 1 U) REVISIONS LITE "H" COLUMN 1 � 1 EXTR'D ALUMINUM (A7'I I I) STD. H-COLUMN EXTR'D ALUMINUM (A7'I I I) MINIMUM CONNECTIONS ARE CLOSED SILL(A'7C5)PLACED VERTICALLY AGAINST PLAN VIEW SHOWN IN THE SCHEDULE PLAN VIEW ON PAGE S 1 . 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AT EACH SIDE OF SUN ROOM EACH HIP BAR DETAILS REV151ON5 r C BULL NOSE HIP BAR R7 SCALE:G"= I'-O" DRAWN BY: A5 REVIEWED BY: A5 SCALE: SEE PLAN DATE: 12-22-18 - K7 of 9 Ln @Q U w —N puqunpi � �� y W _ W ) Z2FU ,, zzLnm C _ rd luupugn UJC uj EXTRD ALUMINUM 94 u N GLAZING BAR(A'4GBA) Zy� fJl CWJ 9y�H 4 O M 1/2"x 2 314'5.5.THRU BOLT(hDW 1043 1) WITH TWO S.S.WASHERS(HDW 10530)6 ONE I/2°HEX NUT(HDW1077G) oz (FOUR PER COMPRESSION RING) } 0 3 0§ o TRANSFER DRILL THRU GLAZING BAR FOR BOLT ` Q 2R!B2 pe O Lu z Q—m W om H 'EN W F � 80 ;�jNz— LLI O �w z zOco =u s �8 U A SECTION A-A A I(O W o _z =o w-K-Na =o ~ CODo V i tea ° uJ Q _ O � "' �V o 5 — ' 1/4.X I I/4"SELF THREADING _ SCREW(HN2080) Q oo ~°o°"� (REMOVE BEFORE DRILLING FOR 1/2"BOLT) O ° &F� 2 o° 62 0 pr NEIN Y co r w n W INN m z cP�O Ro 23 OFES SION DRAWING TITLE: SUN ROOM 114"x I"CSK SELF THREADING SCREW(H-208 (TWO PER GLAZING BAR) D ETA I LS LAZIN COMPRESSION RING(G'4254) A COMPRESSION RING DETAIL REVISIONS R8 SCALE G'= III V EXTR'D ALUMINUM GLAZING BAR(A'4GBA) f DRAWN BY: AS REVIEWED BY: A5 SCALE: SEE PLAN DATE: 12-22-18 K(5 OF 9 P`�`GPV N 4Q u W —N puqunpi � p� w 0� nuluulm� Z Z(9 m c 00 o � LuMm �'6 pngnulu C LL- Lu N Wlu 3b�y Q O U M -{{NN U'N3W O� O =-- U 3� � ��� z Z Q—m W Lf) ll�—A � ¢ �u EXTR'D ALUMINUM o o� Eos _ 2U.J Z irn poc_ ygo FINIAL (C'4230) N O a/ Z �8zo (ALIGN WITH CENTER OF Z z p g wv GLAZING BAR) Lu p o =o LA _ Ws0 �0 EXTR'D ALUMINUM Ln Fbz co— o~ m0n 2Up�0u CRESTING (C'4229) (n o Q EXTR'D ALUMINUM p C-0 RIDGE COVER(A'4RC) C) � LAY DOWN A BEAD OF G H9 LAY 0 CAULKING DOWN THE 931\ " �W CENTER OF THE RIDGE CAP FOR ITS ENTIRE LENGTH TO SECURE ��G QF NEW Y CRESTING FINIALcoO� ,t w y a i , O 0239 !vim A9OFEsS%O%' � DRAWING TITLE• 5U N ROOM #10 x 1 114"TEK SCREW D ETA I L5 (H-202G) (ONE PER FINIAL TO SECURE TO RIDGE COVED REVISIONS A CREST $ FINIAL ATTACHMENT R9 5CALE=G° DRAWN BY: AS REVIEWED BY: A5 SCALE: SEE PLAN DATE: 12-22-18 R9 OF 9