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r y, Town of Southold 9/19/2021 P.O.Box 1179 o - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42348 Date: 9/19/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2695 Little Neck Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.40-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/22/2021 pursuant to which Building Permit No. 46080 dated 4/14/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck and sunroom addition to existing single-family dwelling as applied for. The certificate is issued to Buckel,Charles&Maureen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46080 7/13/2021 PLUMBERS CERTIFICATION DATED th ize Si nature �gOFFUl,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 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#: 46080 Date: 4/14/2021 Permission is hereby granted to: Buckel, Charles 2695 Little Neck Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2695 Little Neck Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 103.-10-2.1 Pursuant to application dated 3/22/2021 and approved by the Building Inspector. To expire on 10/14/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $320.00 CO-ADDITION TO DWELLING $50.00 Total: $370.00 Building Inspector pE SOUK,®! Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G sean.devlin(CD-town.southold.ny.us Southold,NY 11971-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Charles Buckel Address: 2695 Little Neck Rd city Cutchogue st: NY zip: 11935 Building Permit#: 460$0 section- 103 Block. 10 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ferrara Electric License No: 40965ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures [I Pump Other Equipment: In -Wall AC Notes: Sun Room Wiring Inspector Signature: 6 Date: July 13, 2021 S.Devlin-Cert Electrical Compliance Form.xls Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, M U.u reeO B LAC�k eA residing at 2�o' 5 L;A J A e CCA (Print property owner's name) (Mailing Address) G I4+C 1n o%ate—�y I I�3S do hereby authorize S u t1 SG Re (Agent) (240 BnxGe- fNOSE ,e-reito apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) AlAU� F- t3yGKKEL (Print Owner's Name) State of New York ss.. County of Suffolk On the 15th day of January, in the year 2021, before me, the undersigned, personally appeared Maureen Buckel personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument. ou� Maureen Buckel JAIME RODRIGUEZ Notary Public-State of New York No.01 R06332316 Qualified in Suffolk County My Commission Expires Nov.02,2023 Jaime Rodriguez Notary Public �� �pE SOUlyo6 / , # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �` f �/ INSPECTOR O�aOF SOUI,yO 4s, # TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION , .[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL S%A p wl [ ] FIREPLACE&'-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O nA REMARKS: &&T DATE01p)lINSPECTOR q Gok-o RCHITE URA KAHNCEPTIONSS, PUS 143 East Main St. Smithtown,NY 11787 August 3,2021 Project Owner: Buckel Residence 2695 Little Neck Road,Cutchogue,NY Permit#P46080 To the Town of Southold, This letter is in reference to the above properly owner and location: This letter is from the Architect,Alexander J Kahn,RA I have been to the site,and certify to the best of my knowledge,that the footings&rough framing have been installed&constructed and meets all New York State code requirements per the plans. If you have any more questions,please feel free to reach out to me for clarifications at(631)278-2447.Thank you m advance. Sincerely, Alexander J Kahn,RA "RED�AR,,,,, License#-038463 a` �e°•0�� ® �°%..;� Dated:8/3/21 �/�4� � -4 r••°0384 OF N SEP 1 4 2021 TC:1 . ' FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) ------------------------------------ FOUNDATION(2ND) ROUGH FRAMING& A PLUMBING • r H INSULATION PER N.Y. STATE ENERGY CODE 9 LA �n rti FINAL . AD IONAL COMMENTS 0 � Z m Qb Yz 1 TOWN OF SOUTHOLD—BUILDING DEPARTMENT g� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 dGd .Z+4 y • o. Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny_g Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only " PERMIT NO. Building Inspector: keg MAR 2 2 2021 Applications and-forms must be'filled out in their entirety._Incomplete applications will not-be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: 03 15 Ld 0 OWNER(S)OF PROPERTY: - Name: kaoree-d Pam#1000-I�3 Project Address: , 6q5' ie V eck- i e o 1 3.5 Phone#: ( ?W Email: Mailing Address: 5 CONTACT PERSON: Name: Mailing Address: Phone#: 651 76 7 6o Email: L)A Lq 9q-kW ro0M-f CMti.I Cot DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: e I-1 Phone M. r� 8,d is Email: CONTRACTOR INFORMATION: Name: },d N S E 0 too to Mailing Address: o � 14V 1,17116 Phone#: 6 a6 -02 D Email: DESCRIPTION OF PROPOSED CONSTRUCTION- = ❑New Structure 6cldition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 0 Will the lot be re-graded? ❑Yes*No Will excess fill be removed from premises? ❑Yes RINo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building tone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): 1 v cs— en fo et0 ffAuthorized Agent ❑Owner Signature of Applicant:—�� Date: 1 5—a I STATE OF NEW YORK) SS: COUNTY OF ) �-�-j Lt-- 1\ ® S'�^� `� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C ►'I +r ti C74D K—<- (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. J Monique Stoyeno Sworn before me this Notaypublic,St*ofNewYOrk No.01 ST6402913,Suffolk County 1 1 Commission Expires 3an.13,202 day of w - � 2(� - L,-� otary p blic PROPERTV 0M./SER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road PO Sox 1179 Southold, New York 11971-0959 Telephone (631)765-1802 - FAX(631)765-9502 Y A; roc�err�southoldtownn�.r�ov- seand(csoutholdtownny.c� APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: o Company Name: X:�?,)r V-ar(A " �e 8fnc Name: License No.: email: Phone No: - 5 -3 ®1 request an email copy of Certificate of Compliance Address.: -5 1 t2 \ t11 JOE SITE INFORMATION (All Information Required) Name: �e 5 V C -e Address: Ne G Cross Street: Phone No.: SIdg.Permit#: �(p��y email:�jh t'd i�. Tax Map District: 1000 Section: Block: Lot: CSM BRIEF DESCRIPTION OF WORK (Please Print Clearly) 4a I .akl Check All That Apply: Is job ready for inspection?: W YES ®N ®Rough In RyFinal Do you need a Temp Certificate?: ®YES O Issued On Temp Information: (All information required) Service Size ®1 Ph ®3 Ph Size: A #Meters Old Meter# ®New Service ®Service Reconnect ®Underground ®Overhead #Underground Laterals [D 2 ®H Frame®Pole Work done on Service? �' ®N Additional information: 1 PAYMENT DUE WITH APPLICATION V �t J U L - 2 2021 ��� � Electrical Inspection Form 2020.idsx � � piTT-�T`p TN�„D'FEPTm ''' `a'_ 'f r F014, BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 `n Southold, New York 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 rocerr _southoldtownn�.gov--seand@southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information R ulred) Date: Company Name: ��rara - Name: License No.: M email: Phone No: - $ - I request an email copy of Certificate of Compliance Address.: 5 1 JOB SITE INFORMATION (AI)Information Required) Name: 5 V C e Address: IVVLY54 YL Cross Street: Phone No.: j -7 V(pq i Bldg.Permit#: �(D� ;y email: d I(. Tax Map District: 1000 Section: Block: Lot: cc�m BRIEF DESCRIPTION OF WORK(Please Print Clearly) rwrnI Check All That Apply: Is job ready for inspection?: YES U?0 ❑Rough InFinal Do you need a Tem Certificate?: YES n Y P ❑ Issued O Temp Information: (All information required) Service Size D Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑Service Reconnect ❑Underground ❑Overhead #Underground Laterals Ol 02 QH Frame ole Work done on Service? QY ❑N Additional Information: PAYMENT DUE VVITH APPLICATION �� �� J U L - 2 2021 Elech ica,lospection Form 22o-,Asx fie' t°AT€T,pINcl D' FE, T. PERMIT# Address: Switches Outlets o `� G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service- Carbon Micro GeTtor���� Combo Cooktop Transfer AC A AH Mini Special: Comments. SUFFOLK CO HEALTH DEPT.APPROVAL WzAmr troop STATEMENT I T T �ii...................... A A em 14T a INTcur THE WATER R SEWAOC Ip 35Q.2fl SYSTEMS SUPPLY AN�o SEWAar DISSPOSA RESIDE FOR _NCE THIS RESIDENCE WILL CONFORM TO THE 'STANDARDS Or THE 202. SUFFOLK CO,aEprr or HEALTH SERVICEL. APPLICANT las. ......... A'� 1. 1511111:1:1131.111; COUNT Y DEPT. or 7F-S'r WELL+ SERVICES - FOR HZALT)j APPROVAL 'FOR Co"STRUCTION ONLY :Jt". DATE: "Er.r10 9Z-5� yIA APPROVED. 17x1 . s-reps emsemveD P=mgst, SUFFOLK CO.TAX MAP OtSt'ape OL-6 PuTulm=AD VaDemims TION: AR DIST. SECT. BLOCK PCL. to_ pit) OWNERS 2&9 mdtm T.H. Q.-14. VACANT (D ms ali r9d VArAW ------ View L. MAP_QP PRO POZI-Y MVEYFJ?_.-FM' At PAUL5-TEMkE •-jam* .. ..... MTM- SCK- V Isam. I.Lar EAST.CUTCHOGUS• IW 9^1 -1*1—m 10 goym 4RADINd �wu�TWLP- "Ly. SEA ='A .Fr xag F Ex v 0. . MONUMENT IWO RNE I VAN u tEl 29 uJi E N S i(0)LANA AND NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ili 611M ^"^^^A 810600075 BJR CORPORATION T/A SUNSCAPE PATIO ROOMS 218 CEDAR AVE PATCHOGUE NY 11772 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BJR CORPORATION T/A TOWN OF SOUTHOLD SUNSCAPE PATIO ROOMS TOWN HALL ANNEX 888 LINCOLN AVENUE 54375 MAIN ROAD BOHEMIA NY 11716 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11350592-0 202586 04/01/2020 TO 04/01/2021 3/9/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1350592-0, 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, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT BRUCE ROSENBERG SECRETARY STACEY ROSENBERG OF BJR CORPORATION T/A SUNSCAPE PATIO ROOMS 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 DIRECTORJNSURANCE FUND UNDERWRITING VALIDATION NUMBER: 14163054 U-26.3 Ye K Workers' CERTIFICATE OF INSURANCE COVERAGE sTATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured BJR CORPORATION DBA SUNSCAPE PATIO ROOMS 631-265-2902 888 LINCOLN AVENUE BOHEMIA,NY 11716 1c.Federal Employer Identification Number of Insured Work Location of Insured(only required if coverage Is specilically limited to or Social Security Number certain locations In New York State,i.e.,Wrap-Up Policy) 810600075 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD TOWN HALL ANNEX 3b.Policy Number of Entity Listed in Box"I a" 54375 MAIN RD DBL196971 SOUTHOLD, NY 11971 3c.Policy effective period 04/01/2020 to 03/31/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. rl C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described abbov�ee..�� Date Signed 3/9/2021 ByviolUfklif (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to Issue this form. DB-120.1 (1047) 11111111D°�°��°�°°111°1°l��11°°11°��"111111 Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name BRUCE J ROSENBERG Business Name This certifies that the BJR CORP.DBA r� bearer is duty licensed License Number:H-33293rp by the County of Suffolk Issued: 06/05/2003 Fra44&Ntwd-etZ, Expires: 06/01/2021 Commissioner GENERAL NOTES SITE NOTES Concrete VVV���1.No Work shall start until approved Construction Documents are obtained from the Building Department. 1.The Contractor shall visit the site to verify existing conditions.The Contractor shall inspect the site and make rrFARCHITECTURAL HNCEPTIONS PIT C all appropriate inquires to determine conditions and field construction criteria prior to submission of bids, 9.Per R402.2,all concrete to be air-entrained with minimum compressive strength of 3000 psi at 28 days. All 143 East Main Street concrete to be air-entrained with minimum compressiv-,strength of 3500 psi at 28 days for porches,steps Smithtown,NY 11787 2.Prior to any Work being performed,the Contractor shall be responsible to read over all notes,drawings,and and shall make no additional claims regarding site conditions thereafter.The Contractors and Owners P. (631) 780-6124 specifications(if applicable).If the Contractor sees any discrepancies,he shall notify the Architect for agreement to enter into the work shall suffice as their acceptance to the terms specified herein,and shall be exposed to the weather,garage floor slabs and carport slabs. Minimum footing width per R403.1. info@Kahnceptions.com clarifications. incorporated into any and all agreements between the Owner and the Contractor. www.Ka h n ce p ti o ns.co m 10.Concrete shall be placed in a continuous pour,unless otherwise approved by an Engineer in writing.In no 3.The Contractor shall file all necessary permits,and appropriate applications prior to the start of any Work, 2.Any existing concealed conditions are based upon information taken from limited field investigations.The case shall adjacent concrete be placed more than 30 minutes apart to prevent a cold joint.If there is an jAPRRVED AS NOTED and obtain the Certificate of Occupancy at the completion of the project for the Owner.The Contractor shall Contractor shall make required adjustments to system components as required by actual field conditions at no unplanned delay,vibrate the fresh concrete and contact the Engineer promptly for instructions on how topay for permits,certificate of occupancy,and any necessary field tests as required to meet design criteria of all additional cost to Owner or Architect.Report any discrepancies between the drawings and actual fieldproceed. DATE: B.P.#materials,unless otherwise agreed upon by the Owner. conditions to the Architect before construction begins. FEE: _. BY: 11.All mixing,transportation,placing,and curing of ccncrete shall comply with ACI-318,current edition.Do NOTIFY BUILDING CFP ARTMENT AT not place concrete less than two days prior to a freeze unless protective measures are taken.Concrete shall be 765-1802 8 AM TO 4 PM FOR THE 4.All Work completed shall be in accordance with the following codes: 3.The Owner shall be responsible for any irregularities discovered during the construction phase of the project, FOLLOWING INSPECTIONS: 1'-6" 6'- 6'-8" 6'-8" 1'-6• 2020 Residential Code of New York State which may require additional measures to be taken on the part of the Contractor,sub-Contractors,or the placed when temperatures are at a minimum of forty degrees Fahrenheit(40°1'and rising,unless protective 1. FOUNDATION - TWO REQUIRED measures are taken as specified by the concrete supplier. FOR POURED CONCRETE LINE OF DECK ABOVE 2018 Wood Frame Construction Manual(WFCM 2018) Architect.Any and all costs related to the additional work shall be the sole responsibility of the Owner,unless - - - �i 2. ROUGH - FRAMING & PLUMBING on. g p o NFPA Standard 70,The National Electrical Code otherwise agreed u o 12.In no case will the placement of concrete having a temperature in excess of ninety degrees Fahrenheit(90°F) 3. INSULATION U 11�-2x10 GIRDERI 2-2xI0 GIRDER be 4. FINAL - CONSTRUCITION MUST op permitted. 5.In addition to the above codes,all work shall be code compliant to the latest editions of the NYS uniform fire 4.All items that obstruct the new construction such as utilities,existing structures,etc.shall be removed and/or BE COMPLETE FOR C.O. DROPPED DROPPED prevention,all applicable building codes,the zoning codes of the local Town and all other federal,state and local replaced with approval from the Owner. ALL CONSTRUCTICN SHALL MEET THE agency regulations having jurisdiction over this project.If there are any discrepancies between agency 13.In areas subject to freezing conditions,concrete shall be designed accordingly using air entrainment or other REQUIREMENTS OF THE CODES OF NEW I 4x4 F.T.POST ON appropriate methods YORK STA1 E. NOT RESPONSIBLE FOR o I 0 12•DIA.CONC.FOOTING requirements,the Contractor shall follow the strictest requirements. 5.The Contractor shall verify the location of all existing utilities,piping and related items prior to the DESIGNOROR CONSTRUCTION ERRORS. �. I MIN N-0°BELOW GRADE(TYP) commencement of work. All costs incurred shall be the responsibility of the Contractor,unless otherwise ce 6.All work shall comply with the standards of the National Board of Fire Underwriters(NBFU),the American Gas agreed upon by the Owner. 14.Maximum aggregate size shall be 1 g/a^in or 1/3 the depth of the concrete slab,whichever is less. I �° Q o ti o Association(AGA),American Society of Heating&Air Conditioning Engineers(ASHAE),Occupational Safety and K Q O N O N ( O 15.Maximum water added to concrete at the jobsite,without written permission from the concrete supplier,is N X Health Administration(OSHA),applicable state&building codes and the requirements of all public utility 6.The Contractor shall be responsible for the protection of all existing buildings and other installations that are N Cq companies serving the project site. to remain intact while performing the specified work.Provide and maintain fire extinguishers on project site 1'/z gallons per cubic yard of concrete.Concrete tickets showing time of mix,time of delivery,yards delivered and during construction. total water added shall be collected from each driver and retained by contractor. \� DATE REV DESCRIPTION 7.The Contractor and all'.Sub-Contractors shall be licensed by the state in which the project is located and approved in advance by the Owner. 7.The stakeout of the project footprint to establish all lines and benchmarks is to be performed by a licensed Footings - surveyor.All information given on the drawings shall be verified.If there are any discrepancies,notify the COMPLY WITH ALL CODES OF I 16.All footings shall bear on virgin soil having a minimum bearing capacity of(2)ton per square foot. NEW YORK STATE & TOWN CODE:_ - - 8.The Contractor and all[Sub-Contractors shall carry workers compensation and general liability insurance that Architect prior to proceeding for clarification. '" '" - - - - - - - - - - complies with state,local codes and ordinances. AS REQUIRED AND CONDITIONS Oi 8.New and existing back fill material and topsoil are to be free of weeds,tree roots,rocks and debris.All surplus 17.Footings to extend a minimum Y-0"below grade,unless otherwise noted. T 4 7R 9.All work is to be coordinated with the Owner.The Contractor is to meet with the Owner prior to starting material that is unsuitable for back fill material shall be removed from the site.Proper approvals must be 2x10 LEDGER W/SDW SIMPSONLTT19(TYP 4 LOCATIONS) construction.The Contractor will present the building permit and insurance certificates to the Owner prior to obtained before covering any excavated work. 18.Footings and foundations to be poured concrete of size noted on Plans. "_ , NTNG BOARD SCREWS 1/4"DIA.@ 8"O.C.STAGGERED WITHIN 24.OF EA.END OF DECK LEDGER starting construction.Owner's regulations govern all aspects of outside Contractors working on the property. Qedi" U USTEES W m 9.All trees that are within eight(8)feet of the building shall be protected(see detail sheets for more t EXISTING HOUSE C, ) r ) 10.All materials to be furnished and incorporated into the Work shall be new,unused and of quality standard to information). W V the industry of similar nature and character,unless otherwise noted.All materials shall be installed using the FRAMING/CARPENTRY NOTES w Manufacturer's recommendations and best standards of construction. 10.A licensed land surveyor shall perform a final grade survey prior to occupancy in order to assure positive OCCUPANCY OR � � �D drainage away from the foundation(Minimum 5%).Drainage elevations and direction should be noted on the 1 .All carpenhy wood Work shall be done in compliance with the Wood Frame Construction Manual 2015. ,n' t ^ 0 11.All materials,assemblies,and methods of construction are to be supervised by the Contractor to be sure they document. USE i S U N LA V Y FUL 4� are in accordance with the drawings,specifications(if applicable),and all relevant codes.Any variations from the 2.All lumber shall be Doug-Fir#2(Fb m 875 psi)grade stamped minimum. WITHOUT C E RT I F i LJ A I i drawings and specifications will not be permitted,unless by written consent from the Architect. DEMOLITION NOTES OF OCCUPANCY w U 3.All lumber shall be 8"above grade minimum. 12.If the Contractor requires additional details or information not found on the drawings or specifications(if 1.Remove all existing constructions and finishes necessary for the completion of the Work as shown on the ►lj .�.� 0 applicable),then the Contractor shall request this information from the Architect in writing prior to the start of drawings.Necessary disconnects and alterations to existing mechanical and electrical systems. Patch as 4.Any lumber in contact with concrete or masonry,or the exterior environment shall be ACQ,pressure treated construction. required all constructions to remain in accordance with the contract drawings.Where Contractor is designated lumber. RETAIN STORM WATER RUNOFF to make removals,disposition of materials is the responsibility of the Contractor. Verify with the Owner,the PURSUANT TO CHAPTER 236 U 13.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over scaled dimensions.The disposition and removal of any components of salvageable value. 5.Sills to be pressure treated and securely flashed with termite shield. The sill plate shall be 2x6,unless OF THE TOWN CODE. W Contractor shall notify the Architect of any discrepancies on drawings prior to starting the Work.If the otherwise noted. 1FOUNDATION PLAN O H Contractor is unsure of a specific dimension,the Contractor shall notify the Architect for clarification. 2.All removals and salvage shall become the property of the Contractor,unless noted or requested by the Owner. 6.All metal connectors shall be"Simpson Strong-tie". No substitutions allowed.Metal connectors shall be at all AI O � SCALE: 1/4' = 1-0" appropriate locations including,but not limited to.Roof to wall,wall to wall,wall to foundation,deck girder to Ln 14.The Contractor shall verify all dimensions in field,if there are any discrepancies on the drawings,the 3.Remove only non-load bearing construction and partitions.The Contractor to verify,prior to removal,that no p Contractor shall notify the Architect prior to starting the Work structural components,i.e.bearing walls,beams,headers,etc.Supporting floor,roof or ceiling joists are deck joist and all other locations as required by code.If a connection is not specified,the Conti actor shall notify Qi the Architect prior to ordering. designated for removal. cV 15.On site verification of dimensions and conditions to be made before ordering materials or starting work. 4.vie Contractor shall contact the Architect prior to removal of any construction differing from the design 7.Framing around all openings,&all Joists under parallel partitions above shall be doubled. ELECTRICAL 16.Before proceeding with the Work,any omissions or discrepancies of the Construction Documents and/or job intent. The Contractor's non-contact of Architect prior to removal of any Work indicates his complete INSpE CTOQN REOUIRED understanding that no load bearing or structural work is being altered under this contract and assumes all 8.All beams,girders,etc.to have minimum bearing of 3.5". conditions shall be clarified by the Architect. 8 g g -_ liability. 17.No deviations or changes to the structural system shall be made unless approved by the Architect. 9.No joist or stud shall be cut more than 1/3 it's depth for any piping work,duct or electrical work. All exterior lighting 12'-0" 1 r-o• 5.All structural systems shall be maintained and be adequate strength to support the new design loads and to installed,replaced or A w A Z WINDOWS&DOORS NOTES w N w o 18.The Contractor must fully guarantee all Work and the Work of his Sub-Contractors for a period of one(1) resist the deformation caused by such loads as applicable.For Minimum design load values,see table R301.5 repaired shall conform 3'-6• 5'-0" 3-6• 2'-10" 5'-4" 2'-10" z z w o year after substantial completion of the project,unless otherwise noted. on General Note sheet Al t0 Chapter 172 NEW WINDOWS AS toi� EE, OE Oa w I .All windows and doors shall be installed in accordance with manufacturers specifications. _ Z E- .a of the Town Code MANUFACTURED BY o >< o a 19.The Contractor shall indemnify and hold harmless the Owner,Architect,their agents and employees from and 6.All electrical conduits,wires,and equipment adjacent to or contained within existing partitions shall be Z ALUM.FRAME STRUc Z o removed back to the next panel board and shutdown. No circuits,wires orequipment shall remain open or 2•The Contractor shall seal and/or prime all doors immediately upon installation. d ¢ v against all claims,damages,loses and expenses. pp _ _ _ _ _ _ _ _ _ AS MANUFACTURED a z >' .4 A tori live during construction. D 6059 6059 , OF ¢ 0 20.The Architect is responsible for design intent only,unless retained by the Owner for supervision of work. 3.All glazing and skylights shall be in accordance with the NYS Residential Building Code for impact resistance. 11 � Z tx„ w o III w I... w FOUNDATION/CONCRETE NOTES o 8 Z d d ° 00 TRANSOMS WINDOWS BELOW N W A H O z A 4.All glazing in hazardous locations according to section R308.4,shall be insulated tempered glass. ° 4X4 P.T.POST(TYP) CONTRACTOR RESPONSIBILITIES ° ALL WINDOWS(TYP) o F• F Z H General ° 1.The contractor shall be responsible for all construction means and methods.The contractor,in the proper 5.All windows and doors shall be caulked and sealed. 0 36"HIGH RAILING PER CODE z Z z q w ,Fa sequence,shall provide proper shoring and bracing as necessary during construction to achieve the final 1.The contractor shall provide foundation plans to the geotechnical engineer for review to ensure compliance ° 4"MAX SPACE BETWEEN BAL STERS o o_ H d A Q completed structure. with the geotechnical z � ical report.The Contractor shall be familiar with the geotechnical report,if a conflict occurs 6.All glass installed shall to be free of scratches&imperfections. ° ( I I o. I I od ¢ H between the notes and the geotechnical engineer's recommendations,then the most stringent shall apply. -' ` °' o U U `�' z 2.The Contractor shall be responsible for the scheduling of all activities,&keeping the project on time. ELECTRICAL NOTES ° I I `�' O I o d tn w Z c7 N E■ x in x 2.The Contractor shall verify all dimensions,drops,slopes,and shall report discrepancies to the Architect prior to •' ° I ECKIII z Q z I F z w x 3.The Contractor shall coordinate construction activities with the Owner to minimize interruptions to normal the start of construction. 1 .All electrical work shall be in accordance with the rational Electrical Code,NYS Fire Underwriters Code, ° D DI'CRIN�AS I o L- - J �- - I �r ° �p OG Residential Code of New York State,all state and local codes,and utility company codes and regulations. co SUN ROOM w Owner operations. o SELECTED BY OWNER �n 3.During construction,the Contractor may encounter existing conditions that were unknown during design and ° i` 1 (UNHEATED) N o 4.The Contractors shall make timely submissions to the Owner of all inquiries to allow reasonable and adequate vary from the plans.The contractor shall notify the Architect in writing prior to proceeding with the Work of 2.Furnish Fire Underwriters Certificate upon completion of work. o - ( CATEGORY II m �r time for review and for approval of submissions without delaying the progress of any part of the project. all discoveries that interfere with proper execution of the Work and/or jeopardize the structural integrity of the o I SUNROOM ( o structure. 3.Tlie Contractor must verify with his licensed electrician if an upgrade of electrical service is required for this 5.The Contractor shall be responsible for all site safety requirements to protect workers and all other people on project,and notify the Owner. ° o U-CHANNEL LEDGER site during all construction phases at all tinnes, 4.Underground utility services that run parallel to the foundation shall not be located closer than 5 feet from the foundation. 4.The Contractor shall verify with the owner,location and quantity of lighting fixtures,switches,outlets,etc. NOTE, EXTERIOR LIGHT FIXTURE PER CODE 6.All materials shall be installed in accordance with manufacturer's latest specifications. Fill 5.All switches are to be installed 36"above the finished floor,unless otherwise noted. AS SELECTED BY OWNER Project#: ---- 7.No materials of any kind shall be used for cionstruction until it has been inspected and accepted by the Owner,unless otherwise agreed upon. All materials rejected shall be immediately removed from the site and 5.All existing fill shall be replaced in accordance with the geotechnical report.The geotechnical engineer shall 6.At least one wall-switch-controlled lighting outlet sliall be installed to provide illumination on the exterior Drawing Scale: AS NOTED approve an fill consisting of onsite soils. side of each outdoor egress door having grade level access. Drawn By: MRIAfK not offered for inspection again. pp Y g Date Printed: 3/16/2021 . 8.All Work shall be executed using best construction practices and all workers shall be skilled in their trade. 6.Any structural fill shall be in accordance with the geotechnical report.Field density tests are required for the ICE SHIELD&ROOF UNDERLAYMENT sub-grade below the fill and each lift including,but not limited to,flatwork areas such as driveways and patios. I ,Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal(2,12)or greater. be included in the contract(if applicable) 7.Fill required adjacent to the footprint of the foundation or any flatwork shall be compacted to the same For roof slopes from two units vertical in 12 units horizontal(2,12)up to four units vertical in 12 units H 9.Items drown on plans but not specifically stated in the specifications and/or vice versa shall be considered to EFT: specifications required within the footprint of the foundation and for a horizontal distance of 3 feet for every foot horizontal(4:12),double underlayment application is required in accordance with Section R905.1.1. Al 10.The Contractor shall be responsible for Shop Drawings when applicable.All conditions and dimensions are to that the finished floor concrete elevation is above existing grade. 2.An ice barrier that consists of a least two layers of underlayment cemented together or of aself-adhering be field verified by the Contractor. 8.Surface water shall be directed away from the foundation at a minimum slope of 5%within 10 feet of polymer modified bitumen sheet,shall be used in lieui of normal underlayment and extend from the eave's edge 11.The Contractor shall be responsible for removal of all construction debris from project site and shall provide foundation.No ponding of surface water shall be allowed within 10 feet of the foundation during construction or to a point at least 24"inside the exterior wall line of the building. Use corrosion-resistant fasteners in dumpsters etc.as required.The project site shall be kept reasonably orderly on a daily basis.At the completion after completion of the Work accordance with manufacture's installation instructions. Fasteners are to be applied along the overlap not of the Work,the Contractor shall remove all waste materials,tools,rubbish,etc.,from the site and leave the farther apart than 36^O.C. F.) of fir:-"- � `C,, Q�1 pie floors broom clean.'I'hie final cleanup shall be to the satisfaction of the Owner. FIRST � �` WIND-BORNE DEBRIS ZONES 2 FLOOR PLAN T Al SCALE: 1/4"= 1'-0" 1.All construction within 1 mile of water as defined b authorities having jurisdiction shall comply to Wind- - Z: � O y gj pY ° 1 borne Debris Zone criteria,including 120 mph wind gust.Windows shall be protected using impact-resistant °° glazing able to withstand Large Missile Impact Criteria. In lien of this,openings can be protected,to a maximum of 4'x 8'with 5/8"CDX plywood panels cut,located,and stored on site with approved hardware available. © 2021 Architecturcll KAHNC EPTIONS, PLLC TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN ARCHITECT URAL SNOW Speed° Topographic Special wind Windborne" CA EGORv' Weathering'DESIGNFrost line Termite' TEMDESIP* UNREQUTA ED' HAZARDS° FREEZING INDEX' ANNUAL EMP KAHNCEPTIONS PLLC J) LOAD ° (mph) effects region debris zone depth 143 East Main Street NO Na I Mae FROM cOAst J MOD-HEAVY S Smithtown, NY 11787 MANUAL J DESIGN CRITERIA" P. (631) 780-6124 Winter Summer Altitude Indoor design Design Heating temperature info@Kahneeptions.com Elevation Latitude heating cooling correction factor temperature temperature cooling difference ST.ROHSON ROAD www.Kahnceptions.com Cooling Wind Wind velocity Coincident Daily Winter Summer temperature difference velocity heating cooling wet bulb range humidity humidity For SI: 1 pound per square foot=0.0479 kPa,1 mile per hour=0.447 m/s. a. Where weathering requires a higher strength concrete or grade of masonry than necessary to satisfy the structural requirements of this code,the frost line depth strength required for weathering shall govern. �S 1490 W.3 The weathering column shall be filled in with the weathering index,"negligible,""moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade of masonry units shall be determined 149.'0', _---,---- from ASTM C34,C55,C62,C73,C90,C129,C145,C216 or C652. b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth column with the minimum depth of footing below finish grade. c. The jurisdiction shall fill in this part of the table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. d. The jurisdiction shall fill in this part of the table with the wind speed from the basic wind speed map[Figure R301.2(5)A].Wind exposure category shall be determined on a site-specific basis in accordance ' with Section R301.2.1.4. e. The outdoor design dry-bulb temperature shall be selected from the columns of 97'/2-percent values for winter from Appendix D of the Plumbing Code of New York State.Deviations from the Appendix D temperatures shall be permitted to reflect local climates or local weather experience as determined by the building official.[Also see Figure R301.2(1).] f. The jurisdiction shall fill in this part of the table with the seismic design category determined from Section 8301.2.2.1. g. [NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 of the Official Compilation of Codes,Rules and Regulations of the State of New York(NYCRR)shall adopt a flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Study for the community,as amended or revised with: i.The accompanying Flood Insurance Rate Map(FIRM), ii.Flood Boundary and Floodway Map(FBFM),and iii.Related supporting,data along with any revisicns thereto. The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part of this section. In. In accordance with Sections R905.1.2,R905.4.3.1,?905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history of local damage from the effects of ice damming,the jurisdiction shall fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." i. The jurisdiction shall fill in this part of the table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." j. The jurisdiction shall fill in this part of the table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32°F)." 03/16/21 0 ISSUED FOR PERMITS k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind speed-up effects,the jurisdiction shall fill in this part of the ' I table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. DATE REV.# DESCRIPTION 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part of the table with"YES"and identify any specific requirements.Otherwise,the jurisdiction shall indicate"NO"in this part of the table. m.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. n. The jurisdiction shall fill in these sections of the table to establish the design criteria using Table la or lb from ACCA Manual J or established criteria determined by the jurisdiction. w o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have b their ground snow load increased from the mapped value by 2 psf for every 1,000 feet above 1,000 feet. o v N N h C 3 t' O � 5c� p U I f n�N ICE SHIELD OVER ENTIRE ROOF ICE SHIELD OVER ENTIRE ROOF w 2'X3"EXTRUDED ALUM.RRs wj 3" 2"X3"EXTRUDED ALUM RRs wl 3" INSULATED FOAM CORE PAN11S EXISTING ROOF INSULATED FOAM CORE PANELS Q C) TO REMAIN Q H v ALUM F (TR) BUILT-IN GUTTER IP) ALUM FASCIA Wl 12 BUILT-IN GUTTER(TYP) 11/2— PL 1/2— FL HGT _ PL HG_T � ELEV.+6'-I I"AFf_ �ELEV.+6'-11"A NEW WINDOWS AS MANUFACTURED BY'SEAWAY ALUM FRAME STRUCTURE AS Zj MANUFACTURED BY'SEAWAY 36"HIGH RAILING PER ALUM.FRAME STRUC IJRE AS MANUFACTURED BY'SEAWAY EXIST.HOUSE CODE,MAX 4"SPACE TO REMAIN IV NEW WINDOWS AS MANUFACTURED BETWEEN BALUSPERS 36'HIGH RAILING PER CODE,MAX 4" ^ w BY'SEAWAY' SPACE BETWEEN BALUSTERS w z IL I TRANSOM WINDOWS(I'll?) 0 r , VINYL SIDING SKIRT AS SELECTED BY OWNER — O ISTFL00_R _ 1ST FLOORLn ELEV.+0'-0" ELEV. a w CJ FIN G RADE FIN GRADE I I I I IWOOD STEPS TO GRADE WOOD STEPS TO GRADE MAX 8114"RISER HGT MAX S 1/4"RISER HGT r q EXISTING W. 1 I I I I I MIN 91,TREAD DEPTH I I MIN T TREAD DEPTH �„ I TO REMAIN 4x4 P.T.POST ON 12"DIA,CONC,FTG L J L J L J U U MIN 3G'BELOW GRADE(TYP) 4x4 F.T.POST ON 12'DIA.CONC.FTG I MIN 36'BELOW GRADE Z rjj Wxw � OwEx. E" 0 1 FRONT ELEVATION 2 RIGHT ELEVATION ' a Q a Zo � Q A2 SCALE: 1/4"= 1'4" A2 SCALE: 1/4"= 1'-0" ca¢ Z �, o Z w ' ts. V ¢ � WO 3 w Z a z `' A NOTE y° y w E-" 9 E., Ex- SEE SHEET ATTACHED FROM'SEAWAY MANUFACTURER FOR O w a W O A MORE INFORMATION ON TECHNICAL DEPAILS&CONNECTIONS ' Z A w ►a Z Z O_ Z a d A Q NEW UNHEATEDE' V z Z 75.,31, SUNROOM 200 SFZ H Q Q F ¢ in Z ICE SHIELD OVER EN'7TRE ROOF 68.1' • I d W z NEW DECK 168 SF ~ Ln x N 2131 EXTRUDED ALUM RRs 51.0' 3 a V W 2"X3"EXTRUDED ALUM RRs wl 3' ' f INSULATED FOAM CORE PANELS FLASHING AS REQ'D o iz _ 3"INSULATED FOAM CORE PANELS EXISTING i ALUM FASCIA Wl 12 EXISTING 2 STY h BUILT-IN GUTTER CRT) 112 ALUM.FASCIA WI BUILT-IN GUTTER(TYP) GARAGE DWELLING _ PL HGT U-G _ — ELEV.+6'-1 i"AFf RAN VEL LEDGER WINDOW HEAD_HGT 51.0't ELEV.+6'-8^AFF EXIST.HOUSE ALUM FRAME STRUCTURE As E- ALUM.FRAME STRUCTURE AS ' MANUFACI'LTED BY'SEAWAY EXISTING HOUSE SUNROOM TO REMAIN TO REMAIN x MANUFACTURED BY'SEAWAY o a NEW WINDOWS AS MANUFACTURED (UNHEATED) 314'PLYWOOD SUBFLOOR Ll BY'SEAWAY cD 2x8 DJs C,16"O.C. TRANSOM WINDOWS(PYP) VINYL SIDING SKIRT AS Project#.• ---- I Drawing Scale: AS NOTED VINYL.SIDING SKIRT AS SELECTED BY OWNER CFINGRADE SELECTED BY OWNER L� IST FLOOR IST FLOOR ELEV.+04" ELEV.+0'-0" Drawn By: b1R/AJK 2-2x8 DROPPED GIRDER Date Printed: 3/16/2021 FIN GRADE EXISTING W. EXISTING W. I I I I I TO REMAIN _J SHEET: 4A P.T.POST ON 12'DIA. TO REMAIN I I I I CONC FTG MIN 3G BELOW GRADE N 0"28'30 '"i— L J L J 4x4 P.T.POST ON U L — —� �� 175.09' A 2 12"DIA.CONC.FTG MIN 36'BELOW GRADE(TIT) LITTLE NECK RO s SITE PLAN A2 SCALE:1"=20'-0" INFORMATION FOR SITE PLAN TAKEN FROM SURVEY PROVIDED BY OWNER :?`` •. 'NOTE'SEE SURVEY FOR ACCESSORY STRUCTURE LOCATIONS&ADDITIONAL 'Fn a` r� C) SITE INFORMATION 3 LEFT ELEVATION 4 SUNROOM SECTION AZ SCALE: 1/4"= 1'-0" AZ SCALE: 1/4"= P-0" ©2021 Architectural KAHNCEPTIONS, PLLC GRANDVIEW/BETTERVIEW PATIO ROOM STRUCTURAL STABILITY FROM RACKING Seaway Mfg. Corp: Sunroom Engineering Code Compliance Packet GRANDVI EW/ BETTERViEW PATIO ROOMS: GABLE STYLE SECTION A/AA:FOUNDATION CONNECTION I SECTION B1:GV SILL STARTER! How to Use the Engineering Code Packet: Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. Proj. I Proj. I Proj. DETAIL F Wind Speed 10 FT 11 FT 12 FT 13 FT 14 FT 15 FT 16 FT 17 FT 18 FT 19 FT 20 FT FASTP,NRR igCA110N 3/g"-'• USE FOR R O MS ONLY r This packet is designed to provide basic construction details&design criteria for both the gable&studio style roofs for Seaways Grandview&BetteMew sunroom systems. Final „ ww " „ a w SECTION H ON GABLE ROOMS ONLY suntoom design&construction will be based on the limiting constraints from each of the five tables(Racking Table Post Spacing,Wind Speed Matrix General Notes &Load 90 MPH 9-0 9=0" 9'-0 9--5- 9-10 10'-3" 101-91, 11 2 1-7 12-0 12'-5 sEt•rtoN H ST X i"X SHE , > > w r w r w r 0. r a a r n , a n n w w STEEL'WASHER Span Tables)that meet the environmental design loads, Sttnroom design is relatively easy,but is an iterative process. 100 MPH 11'-1 11-1 11-1 11-7 92-2 12'-8 13-3 13-9 14-3 14'-10 15'-4 - l CIIONtOR ) r a / N t w r a . > r ■ n n , w > • , ■ , ■ DETAIL-S CTiON£ FOR WOOD DECK CONS'rRUCfION I. Start by obtaining the environmental design loads through the permit process for your area from your local building authority(wind speed&ground snow load). 110 MPH 13-5 13-5 13-6 14-0 14-8' 15-4 1 fi-0 16-8 17 3 17-11 18-7 ONLY,USE In 0./r PLYWOOD OR 3/8"TYP 3/8"TYP :t. Review the Racking Table based on your wind speed and proposed room projection. The tabulated value is the minimmn width required to structurally resist the lateral 120 MPH 15'-11" 15'-11" 15'-11" 16'-0" 17'-6" 1 W-3" I V-V, 19'9" 20'-7" 21'-4" 22'-1" OS,R GVHR IS.10I RR F'FIX PAPERi I • wind loads. Determine if the proposed sunroom width is greater than the"Min Bldg Width"fisted in the table. If not,either increase sltllroam width and/Dr decrease 130 MPH 18'-8" 18'-8" 18'$" 19'7" 20'-6" 21'-5" 22'-4" 23'-3" 24'-1'" 25'-0" 25'-11" Z" ( T L 1 sunroam projection DETAIL UII (TYP.CONCRETE . :1. Review the Wind Speed Matrix to determine if the tabulated wind speed based on the proposed sunro0m size is greater.than Or equal to the design wind speed if the Mlmimum BUl din veldt ��� ECTtON Cl C4 DETAIL Irl secrloN E SECTION c1 ca CAPACm OF LOADS FOUNDATION TO RESIST LOADS FROM PATIO ROOM tabulated winds speed is less than the design winds d,then the sM sunroom size must be reduced,and Step#2 mast be repeated for the smaller sunroom size. Tables NOTE: I - Wtltt nKo1(x JtiNERFII w f HIS I i p Lm � gyp°• � � *'resting is based on shear diaphragm testing of a wall assembly for hind load only(See FE I'test reportl=7-99 �.l,�olid' OVERHANG ANALYSIS j j are dynamic,based on sunwom width&projection,and are separated by roof type,post spacing,and header&mullion configuration. In general,locations in wand zones for materials and setup regttircmcnts). Wail height ol'T. .�', - UP TO 12" 0 A(L Ute >90mph require Gable/Raceway Post headers&mullions. *Assumes summation of windward&leeward pressures,MWFRS,Exposure C. 1 MUST HAVE FULL EM13EDDMENT OF ALL LAGS INTO JOISTS OR BAND BOARD, 4. Review the Post Spacing Table to determine if proposed header and mullion configuration can resist the design ground snow load. Allowable loads for post spacings are *To account for use of transoms,use the fol lowing transom factors:For 12"transom(wall height upon 100.6"), 1 4i* SECTION C1EX i TING AND MUST HAVE FULL EMBEDOMENT OF ALL TAPCONS INTO CONCRETE •TO BE USED UNDER GABLE&CORNER based on roof type,two standard post spacings(72.25"&96.375"),and header&mullion configuration. Load carrying capability can be increasM by dccteasing fie post multiply Min Bldg Tlydth by 1.185,and for transoms greater than 12"and upto 18"(wall height upto 106.6"), i SE N D WALL -TYP.FASTENERS:TAPCONS INTO CONCRETE OR LAGS INTO WOOD POST ON GRANDVIEW ONLY Spacing and/or using a"heavies'header&mulliotn configuration. If post spacing and/or header&mullion configuration changes,repeat steps ff2 through IN. hl general, multiply Min Bldg Width by 1.25. The product will be the new Min Bldg WiddL lotto S CTION sECTI DrOD *INTO CONCRETE'90-130 MPH USE IWO X 2-TAPCONS-Z4-O.C. locations with a ground snow load>65psfrequite Gable/Raceway Post headers&mullions. *Linear interpolation is allowable for Min Bldg Width at other projections&for the transom factor for other C4 SECTION 1-CS INTO WOOD:90.130 MPH USE 1/4.0 X 4-LAGS-24"O.C. 5. Review the Load Span Tables to determine if the roof panel,based on roof style,panel length,and panel thickness,can resist both the design wind&snow loads. The loads transom heights. tabulated account for max bending stress,max shear stress,&deflection loads. Use deflection limit of L/120 for snow load Load carrying capability can be increased by SECTION B2•STEEL PLATES&LAGS Wind Speed Matrix STUDIO oN I DETAIL C1:GV VERTICAL MULLION SECTION C2:GABLE POST MULLION increasing panel thickness andfor decreasing panel length. if proposed stinroom size is reduced due to a load-span requirement of the panel,repeat steps#2 through iti5. p GABLE Max m n0.wvnd spee&for GV/BV gnhostylermm DETAIL B3 DETAIL B3 SECTION G UNDER GV GABLE POST ..�..�-� i5. Review Bre General Notes for further instructions or fastener schedules on critical connections to deteanine what additional fasteners are required for different loading using simple mullion consaartion(:z7s' aehnp) SECTION A/AA SINGLE H-MULLION;90 MPH ONLY 31/4"X 31/2"2PC. conditions. Maximum wind Vcc&fur GVBV gab/style room using simple mullion construction(72.25""lacing) 'Transom r T 18'T 718"TYP. 1. Review the Foundation Fastener Schedule for of la screws or Ta ons ed under each vertical post. Also,this schedule serves as a basic visual re tatiom of i/lAlmn ' 10. 1s 1A I G n 1a 19 20. 21 Z' rs z0. rru'/wi AI VYfoOs• Ar W1rux• Alf wrdtns• ; ill `• ''` '` j-'-` A(NP) GABLE POST qty g pt roII;ttir po I iTTranaan 1oa100 1txtl100 loorto0 100tt00 t00t10o !001100 100!90 tOmsO ti0114A 90NA NA 1T 1001100 9tvRA FOUNDATION DEPTH :• NOM.4"CONCRETE VINYL WINDOW FRAME 31(4" what sunroom sizes are available based On wind speed&roof style. 1r Transom 9n1NA 9lYNA 90MA 90MA 90"A 90INA 9oW 9o/NA NA NA ILA 13 1001700 90tfA NA (sEE GENERAL NOTES) ..1: CONCRETE SLAB OR WOOD DECK �" __�_ _ �_ - = B PANEL 16•TC&MM • NA NA NA NA NA NA NA a 14• /ounoo 90MA NA :. FROM ELEVATION FOUNDATION DONE BY OTHERS m 97 -J ` ' •A1[proiectioasupsoZgf,asaumcsaaheaderwplices.t 6sm[]cIIlitnaadCtracwwfeedvxvacacatsictioaswhmmmiktbt-. is 100/100 NA NA NA NA (SEE GENERAL NOTES) Q �_ _ �i •`+�• ( JA `.•. Post Spacing Studio Style Gable Style Use of Structural Adhesive(Novaflcx 100): maxim�umdspeeds farGVBV gable stylernonusing UV-xacmy1:vd:ahtdBv-;ablapostmulliam&headers(7z2rgmc g) -A4M M 2�',w.w,wka�,V&;-Rd. DETAIL 83:HORIZ.&VERT.POST CONNECTION w _ ` _ A GrolwdSoowLaad uivelaais As with an adbesives•starlka tioaio ttvetoa rwalynrmwle,rg,;d;-'`"V0.0 DETAIL I:POST HEADERGONNECTION' A---. - -T-•-A ` Eq 6' n 6s 8's >r n Gs 6' b' n 8 n p �• c1n ' 1rot doh+ 14' 1 ' 1S. Ir 18' 19' 20' 21' 2r 23' 24' MaximumoindspeechforCV/tiVnoeloslytoroom O ••` arm=V•••It Is nxcm�dAl that all selficcs that the -- _ _-- .".` •.`.Mufaons/Headers-+ root roof 2 mot 2 roar 2 root 2 roof rod root p� 0-Tronsmn 140PI20 1401110 1301110 1301110 1201110 1201100 120/100 121U100 110M00 110190 110190 ,a. GV-�cay�,�y�V�tley� POST BRACKET t' . Aa3hcsisrwr7lo,smcintocontactWith(roWin3sWfrstaa&slam 12'Trarmmv 130/100 1201100 120!100 120!90 t1Df90 110190 11019(1 1101NA 100NA i001NA 100NA a .`. • `.'. Bettetvievt post w/muttons(6063 T5) 87psf b7psf 36paf 36pot 9apsf 9W 53W 53fs ehamlcts)be w Pcd doom urh pa rd Mi"rne mineral0.p r is or mutlirns&heaters(72.25"ygacingl (B V ONLY) )i oD Beaervlewpost(600rrT5) 67psr 67psf 3epst 36pst 98psf 9tipsf 53ps1 53psf ntbbiwg:I,binal to cnsvrc these mating aanrfacuarcfrmfront dim 1E'Transom 110/90 110/9D 100190 100/90 1DORJA f001NA 90MA 901NA 90MA 90MA 90MA 0'Transom 17 Tar t8'Transom SUPS TNTO POST E �-- --'-- co- ` `debris,and/or sly films.I.ikoarisc,follow al •All projections apto 20' ro/w' AI WIdMm AN WMt A ,R WWAs 1:1) •`+ Internal Jamb Support wl ernWlms(6063-T5) 67psi 67W 36pat 30psf 98psr 98pst sw 53D� NOM..080 WALLS app►ication invomwNionsamlcoerimesstx+aifwbtheadhesiva 1r 170/150 1501130 1411/120 •«• SECTION (3 BV H+nu�oas(Panel Kneemall)(6063.75) 32psr' WA WA NIA 51psr WA N/A NIA Maximtva wind speeds for GV gable style room only using 2pc Clamp Raceway mullions&Raceaay/Gable post headers(7225"sone ng) IT 1701450 1301120 1201110 3/,V TYP.OF LAG sCREWB, 3/4 TYP. P '!W 1 2' t' 20.' 14 t !1 '00 POST 3/16 0 SILICONE BEAD;TYP 8V H�rrlul�ras(Glass Krsaewasj{6063-T5} 67 t 67psf 36 t 36 98psf 9apsi 53psf 53Psf 1 ro, Ido i0.• 15 1G tT 19' 9' 0 2 2z 29' 5tUt30 !00190 SIt1.STARTER For a Gable Room: MUST HAVE FULL EMBEDDA�NT OF ALL FASTENERS •BETTERVIEW USES 31/4"X 3 Ilan POST GV H-Mu01onrCha Mlim(6005 67psf 67psf 3r>psf 36 98psf 96pst 53psf sr Windspecd Conversions: Cr Transom 120 120 120 120 120 120 120 120 110 110 110 15' 130/120 loom 90MA s " -20'X IV MAX•ROOM SIZE FLANKED W/NON-THERMALLY 13ROKEN *90mph use 2 8X5/8 Fermumici csnsia thc2009IRCQBC&20121Rtythrsocadra t2'Transom 110 110 110 110 110 110 110 110 100 too 100 16 1101100 90M4 NA mP ( ) ► 'FASTENER A.USE#8X1-1/4'ATTop, H-MULLIONS. 2pc Clamp Chasweny(6oGii-T6) 67psf 67pd 36pe 36psf 9ttps► MW 53paf 63psf '1t g REFER TO FASTENER SCHEDULE FOR NO. TEK each side at house OF REQUIRED FASTENERS FOR WIND SPEED `USE CONNECTION OPTION A FOR INTERNAL use d►-,samebasie Windspccd and in"0.r ASCE 7-05.For 18'Transom 100 100 100 100 100 100 100 90 90 90 90 MIDDL.E$I BOTTOM OF FRAME. Grandview post w esu erasion(6005-TS) f 3Vd 98psf 96pst 53pd b3tfsf muwicipatitics using the 2M218C&MIS(ROIRCG these codes use *Spec&--Wmph aq=notching of2pe Clamp Raceway&fastemrs.See Section C5. Maximum wind speeds 16rGV s"i style room sty O Dial)u-channel,corner AND ROOM SIZE "PRE-DRILL HOLES. CONNECTIONS OR S FOR EXTERNAL the same basic windspeed(Vulf)and maps as ASCE 7-10.7bme •AII nm 2D' using 2pc Clomp Raecwuy mul5om&Raccway/Gable Refer to O 9 8'.gable et " Upto!r lhxo 18" Upto 1r Upto IV` Upto 1r Unto 18" Upto tr UpN 18• �;ltasicwindslseM incrcascd with the adoption otASCB7-1D,the mn3� W*+ past headers(7216 spacing) o post, � post 'ONLY(6)LAGS CAN BE INSERTED WITHIN SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS. Transom Transom Transom Transom Transom Transom Transom Trmtsom resulting wind /rats w th wean&nhn of A le 87-1 D. are 1ltaximarm wind fwGVBV Foundation FASTENER A *TCR Screw must - '(A)PRE DRILL USE#8X1-1l4' mg pity are spec& gable style room using GV-Raceway/GV•GabWRV-Gable post mulions&headers(96315"spsc;ng) THE CROSS-SECTION W O HERS UP POST USE NOVAFt EX 100 SILICONE *Assumes a single span I&I rojectiM it evabang,&no tnmsom ad slndio style mom,and a 2i7 width,IT overhang.&no uansem on gable style moot. equivalent,within acceptable algin a tolerance,to what was 0'Trarrxxn 1r Toa sun 18'Tmamexln Fastener Schedule penetrate horiz post USE 1/4"STEEL WASHERS UPTO 100MPH 14' i5 18 1T i8 19 20 2t' 2r 23' 20.' mYw' AI wldao AI WNm Al Ntdths for of la 'ALL VINYL WINDOWS TO BE SRICONED SIMILARLY W/LOW-PROFILE(PANCAKE)HEAD 24-OC Manion/Headers hemdcr its) > Post Post Post Post Post Post Post Post tepeeated n A e 20121 standmd5 IRCIJ vat th 9•Transom 120[100 120/100 1101100 I lutgo 110190 110190 too/90 10oMA 100MA t00MA 90fNA tr 120 i to 100 � g 7/8-(TYP) -PRE-DRILL LAG HOLES USING I IIW0 6R 'REFER TO REPOR SEAWAY001:SILiCONE BOND' '(B)USE#8X518"-24"O.C. windspceds use+dmthe2012iBC&20151RC/IBCtothoseased'm screws. SettertaewGaWapost wlmNms(5005.751 +100psr +100psT +100W +100psf +loops[ +100psr +loops! +100psf thissunroomengineeringpacinct,usethefollowingconvcm;mtobk: 1YTransom 11nW 110/NA 100MA 100NA 1o0MA 100MA 901NA 9DMA 90MA 90/NA 90/NA IT 120 110 100 BeaerviewGable post(6005.15) +100psf 4100psf +loopsf 4100ps1 +100psi 4100psf +100psf. +100psf .8•Trauml 90MA MANIA enth 90MA 901f1A NA NA NA NA NA NA 14' 120 lie 100 AHpmpaAions upto2(r 7s 120 too 90 +GV Gable Post @ 90mph:use(3)-#8x5/1"at sill,each side(Fastener A) " A SECTION C3:BV VERTICAL MULLION I SECTION C4:GV RACEWAY MULLION I _ SECTION C5:GV CLAMP RACEWAY Gablefteewaypost wlmdkm(600ST6) +100pst +10opst +100paf +low +100psf +low +10DW +10opst Va,d =V„r, V1* 0.e V,x0. 16' 110 90 N/A *GV Comer Post " " _ upto 12" Upto t8' IT . U 18" upto 12- U 18" Upto IT U 18" : X90 ( 9a?mph use(2j-a8xsl8 0.rsi�l,lt header,each side(hasteaerA) 8 8 Tran Upto Upto fn Pm 90 mph = 116 mph 115 mph = 99 mph The O4 ind Speed Matrix charts tabulate the safe windspeed(mph)for the atuminum frame bated on its congtmetinn. 'speeds mph fequite mahi�o12P C1map *'BV Gable Post(ly 9Dmpin:use internal post bracket,(3)-t18x5B"at sill,each side(Fastener A) a w g t3V INTERNAL JAMB SUPPORT I F I B B 'O"�"a 0.ifa geodes Transom Transom Transom Transom 7ranatxn Transom Transom Transom P P P P Assumes Com Dents&Claddin Ex The indicated values are to be Grandview winds etterviewwind �"'"°y&fasW,rn Sec section CS. *BV Corner Post 9 " <TYP) , 0.750 sa.cm p,m hangs obwp *Asasmac a singia span IT pmjatkm&12"mwt=g tm sUdin stylemmn,4nd a 24'w•klth&12"nvmflmrg nn gable style reams.C'>rmier Inuit may be p m.ibly but 100 mph - 129 mph 120 mph a 93 mph Po g( P Q. peed/B {)a crew use internal post bracket to(ndersid/8 2 sill ea header,each -- -- speed Maximum wind speeds for CV1BV studb style mom (Fastener A).Use(9)screws to attach post bracket to underside of 2pc header. would necdwinm by iic�design peothwoml• 110 mph = 142 mph 130 mph = 101 mph *Maximum Wind speed for a sutdio'style sunroom is dictated by nxtm proiwtion,and is unchanged by nam width. using OV-Rwcway/GV-0ablcBV-Cbbb post *Use post bracket at each end of at Vert or Horiz.post(BV only) A A A - -A 1 � � i *Swwhtmlly 0.e GV tabic pat,GV raccµay post BV Oab1e post ac compmabke%%Kvo. Sunroom Widths larger than the 241 maximum are allowable,pr6vlded that there is no requirement for an intermediate mullions&headors(46.375"s acia + 6'spans are 72.25•.8'spans aro 96.375". 120 mph = 155 mph 140 mph et 108 mph D 3) For other wind speeds,see General Nates *Use Post Bracket at each vertical post intersection for BV RACEWAY I A *Allowable ground snow toads for bats spans and both uamsum bcights arc dictated by Ibe allowable load m the header. beam,and geble/taceway post header&mullion exmslxucthm)s used Use the Studio tables based on projexliun to 37 Trwmn ITT tF Tran post headers. Similar to Detail B3. I CAVITY I •The above data docs nor include loading from unbalanced,drifting,or sliding snow. 130 mph = 168 mph 150 mph = 116 mph extrapolate wind speed for the proposed room width. 1Pro'lwidt AN Wldths AI Wlfths AI wktam L---J 1 A q . +The above data incladcs a dad load or 5psr;ZSpsr Rw morpmr-•h&2.2psrro shingle% 140 mph = 181 mph 160 mph = 124 mph *'me above tabulated wind spceds ate based on a combined lateral wind load&vertical load of 5psf dead load+35psf lr 170n4o 1401110 1301100 '"Use similarconnection era!N i es for studio mom tcncrlicadqt• � ,, � \ J •Swu,joads hnv s rrdwt'aa£rctw ofO.7&rlm,slopeWoofs pwSertiaa 7A ofASCB 7.05:ant mes a cold"cad ao&ehyprrymfm,rfsc-- P.rU 7C+C0CVA; P P P P ground snow toad(I mad lead is 2.8psf for panel weight and 2.2psf for asphalt shingles) 13' 191140 13MIO 720M00 "Refer to General Notes. i,for fastener qty. a Ps-roof snow load Cs-1.0,Ce-0.9.Ct-l.1,f-t Al Pr ground snow load 170 mph = 132 mph . 14' 150/130 1101100 loom •�A A -. 1.25"TEK screw Above date can be[Inca to size Enclosed or Open stinctures. *This table only applies to the roofsupporting arructure.Roofpancl loads evakatcdsepenucty' 180 mph = 139 mph *Max stock length for 2pc header is 21'.For header spans>2I!,2pc Header must be used m conjunction with GV- 15 1301120 loam SECTION H:RBEAM CONNE_ C= p p - I 1 (12-O.C.) *Based on 1.65 safety fktor for column buckling&beadingporAl Aluminum Dcscp Manual,and 100.6*&106A*wall hcighl for 12"&IS*transom,mVectivcly, t ' 1101100 3NW DETAIL If:H-MULLION HEADER CONNECTION' A - A i J-1 *Above date cam be used to size Ewloscd or open srrucmr es. R--ay/GV-Gab post ■ B B ' •SiNGLE H-MULLION CONSTRUCTION ONLY;90 MPH LVL RIDGE BEAM g BV H-MULLION #8 X 511Y-24"O.C.CANT EXCEED 3/4"IN LENGTH 5/8"TEK screw @ rt n *GRANDVIEW ONLY 114'0 X 3*LAG SCREW SIZE BEAM PER MFG PRE-DRTLLOUrER MIII.uo WALL wrnR In 6"HOLE GENERAL NOTES LOAD SPAN TABLES: 3 &6 ROOF SYSTEM APPLICABLE INSTRUCTIONS BV PATIO SLIDER JAMB sill Starter&header 18'O.C. BV SILLSTARTER "20 X 1 B MAX.ROOM SIZE * •Use for vertical mullion or fan-beam only! Cannot be Single Span Desi 3" g p gn• WOOD STRIP . Use fasteners A for internal connection or Seaway Mf,-'s Engineering Code Packet does not make any claims about the structural capacity of the exestino structure the sunroom is being attached to. Therefore,structural capacity p Design: Alun /Altim Panel with 141vams Single Span Desi .6"Alum/OSB/Alum Panel w/Battens ALL EXPOSED SURFACES (PITCH ANGLE) 0 Use#s x I-u0."-1g'o.C.(Fasteners Al pie drill hotel �pD�D for external c TITICC ion �horizontally or as support post for an LVL. TO BE COVERED WITlt Use ifsx$S-TEK strew(Fastener B)to attach to sill&header. Always use Fastener A. of the foundatation(concrete slab or deck),existing house wall to resist superimposed loads from the sunroom,and/or existing roof overhang to resist superimposed loads from the Span Allowable Ground Wind Uplift Loads Span Allowable Ground Wind Uplift Loads ( ( COD.STOCK ALUM. PANEL CAP *Lntaaal jamb support used for mulling adjacent Patio Slider *No screws or sharp opjections can penetrate into *For 90mph,attach using Nuvatlex 100(Similar to Cl). sunmom were not considered in the engineering evaluation herein. Length Snow Load PSF Length Snow Load(PSF .`. Doors• • the raceway cavi •For>Wmpb,notch back 7/8"on all flanges(both ends ( ) ) I I HOLLOW INSIDE .`.` . « •Internal lamb suppon4f-mulfion must span from silt to header, y ty ) MULLION .`. * so that mullion can be seated into sill&header,and U120 U180 L/240 Pressure Gable Studio U120 U180 L/240 Pressure Gable Sbxfla ( I '. .-,-. [Ise of[Dreamt Jamb wpport in lieu ofFiraullion is optional, Section NAA: Seetlon B3 Studlo Room:Using PostiRaeeway Mullions fastened using fasteners B. *All lags screws must have full thread embedment Into joist or band board per For GV Studio:Mullions 7' 173 120 90 121 +120mph+120mph 8' 203 157 119 83 +120mph+120mph I I DETAIL C1 4th ed.Timber Construction Manual. *9D-120mph,use(2)#8x5/8"screws(each slde),at sill&2pc header(Fastener A),for upto 8' 126 90 67 95 +120mph +120mph 9' 183 135 102 66 +120mph+120mph I I PANEL -- *All Tapcons must have full thread embedment into concmte. 96.375'spacings. 9' 93 70 52 74 +120mph+120mph 10' 983 114 86 53 +120mph +120mph I (3)318-0 X 3- HANGER *All fasteners into treated lumber to be hot dipped galvanized(or eglvdant), 130mph,use(3)#8x5/8"screws(each side),at sill&2pc header(Fastener A),for upto - _..__ SECTION D:GV CORNER POST SECTION DD:BV CORNER POSTi SECTION E:2PC HEAD SUPPORTI &use standard IWO galvanized washer. 96.375'spacings. 10 72 56 42 59 +120mph+120mph I V 147 99 74 44 +120mph+120mph 1 , :4LAGS.90-130 MPH ' 11' 57 45 34 48 120mph+120m h 12' 129 86 64 38 +120mph+120mph I BOTH SIDES Section 81: GV Studio Comer Post' 12' 46 38 27 40 120mph+120mph 13' 113 76 56 32 +120mph+120mph DETAIL C For Grandview rooms only;use steel plates under gage post&comer post If "For GV,90-1IOmph,use(3)#8x518"screws,each side(Fastener A),at sill&2pc header,for SECTION C2(C4 . .%vAndspeed is>100mph. Otherwise,use standard 1/4"O steel washer with 8'fenestration flanking the terrier post 13 38 31 23 33 +120mph+120mph 14' 99 66 50 28 120mph +120mph a WINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL C1 GABLE « +`•` •`•`•' fasteners into slab or deck. •For GV,120-130mph,use(4)#8x5/8'strews,each side(FastenerA),at all!&2pc header, 14' 32 26 20 28 120mph +120mph 15' 87 59 44 25 110mph 120mph 'USE NOVAFLEX 100 SILICONE 3114"SLI.CORNER POST . . ". for 6'fenestration flanking the txrnter post , , 'REFER TO REPORT�SEAWAY001;SILICONE BOND POST 7/8' TY REQUIRED IN ALL CONSTRUCTION •••'`.`.` •. .` 15 28 23 17 24 IIOm h 120m h 16 77 51 39 22 100fn h Ilam h3 3318" •' '+' •' Section B2&D/DD: 3114" 71W TYP; Fasten maximum 6 lags directly under the post For BV Studio Mullions: 16' 24 20 15 21 100mph 10OMph 1 T 69 46 34 20 Dhl San 1 oom h PANEL THERMAL *90-110mph,use(3)#8x518"screws(each side)&post bracket,at sill& U-DHANNEL , 'Safety Factors:Shear-3.0(Wind&Show),Banding=2.5(Snow),2.0(Vona) 'Safety Factors:Sftear�i.0(Wind&Snow),6endittg=3,0(Wind&Sorrow) • • •' •�+� FASTENER A; Section C4/C5:Clamp Raceway,Rahway Post,Chaseway Header&Mullion 2pc header(Fastener A),for upto 96.375"spacings. Use(9)strews to attach post � G RAN DVI EW/ B ETTE RVi EW PATIO ROOMS: STUDIO STYLE D •'• •' •' r?. Refer to General (2}#8x5/8", Per NEC 2002,no objects that could chafe a wire,such as screws,nails,or bracket to underside of 2pc header. Double Span Design - • i ALSO REFER abrasive objects,can protrude into the raceway cavity. Must use plastic or rubber *120-130mph,use(4)#8xSIW screws(each side)&post bracket,at sill& LL DETAIL F CLta r �s,Detail F,for TO DETAIL F grommets for each hole thru the alum. 2pc header(Fastener A),for upto 96.375"spacings. Use(12)screws to attach post Span Gr.Snow toads Wind Uplift Loads Wind Uplift Loads V/p -� __ _ bracket to underside of 2pc header. Length 3" 6" 3'Alum/Alum w/(-beams 6"Alum(OSB/Alum w/Battens POP',_',_ 1 p CT(ON SECTION K PANELSEcnOrt K / 1 t I o! - 2pc Header Section E. U120 U120 Pressure Gable Studio Pressure Gable Studio I m ' O wlChaseway GV Gable post,GV Raceway,or BV snow load post can be used with the 2pc BV Studio Comer Post; 12' 93 216 65 +120mph+120mph 74 +120mph+120mph %�� I f -� -A r Zzn � ' head support for longer spans or greater roof bads. Raceway and 2pc Gable *For BV,90-11Omph,use intemal post bracket,use(3)#8x5/8"screws(each slde), - -`-`-`'-` 0: post are siructufally Interchangeable. at sill&2pc header(Fastener A),for upto V fenestration flanking Cha comer post 13' 78 200 54 +120 h+120tH h 64 +120mph+120m h r DETAIL-SECTION O w , , *90mph,Fastener B not required for single an,use Novaflex 100 Attach t bracket to underside of 2 header using 9 x518"strews. P p d DETAIL J C3 _-., __i_i- _ $ - - P q 9 P PO5 9( 14 66 185 46 +120mph +12(lm h 55 +)20mph+120m h 1 h DETAIL UII SEC ION E �� o w SEE GENERAL *90mph,Fastener B,24"O.C.for double spans 'For BV,120-130mph,use intemal post bracket,use(4~18"screws(each side), P P P 1 a a a FASTENER B a I Oomph,Fastener B,24"O.C.(single&doable spans) at SIR&2pc header(Fastener A),for upto 8'fenestration flanking the comer post 15 56 173 39 +120m h+120m h 48 +120m h+120m h I SPptt �Ij M B A I - " NOTES(SECTION E) w 110mph,Fastener B,1 B'O.C.(single&double spans) Attach post bracket to underside of 2pc header using(12}#8x5/8"screws 16' 49 962 34 +120m h 120rn h 43 +120mph+120mph DETAIL Irl sEcr u c[c4 �- -- - •FASTENER saucte SPAN,9l1 MPFF-Not RagUYud Use Npvaser tr10 " , SECr1 NC1�C4 `FA.RTESER B:IXX1ntE SPAN,aadia MPH lt4E a3x,Va'QZi•O.G. 120mph,Fastener 8,1 B"O.C.(single&double spans) +120mph 1 lOmph 38 +120mph+120mph fl) OVERHANG I D FASTEFERB OOl1BlE SPAN,120.130 MPH USE/8X5 9'®18 O.e 130mph,Fastener B,12'O.C.(single&double spans)*Studio Only Section B3 Gable Room: 17 43 146 30 PR1M� UP TO 12' ETAIL Int For BV @ 100-120mph:Use post header&post mullions "°t 3114"X 3 IM POST BRACKET Section H&J: Gable Past:Use tntemal post bracket,(3)48x5/W each side(fastener A) NOTES: `110 �'I 2PC CORNER POST SECTION 81 DETAIL F:ROOF PANELS Size LVL beams per manufacturer's Instructions using 1.9E or bettor Corner Post Use Internal post bracket,(3)#8x518°each side(fastener A). Attach *All loads in pounds persquare foot i,!,��' I SECTIO C1-05 A tti18 X 518'@ 24"O.C. A #8 X 518"@ 24'O.C.(6 LOCATIONS) " " Use deflection limit of U120 per 2009 SBC,Table 1604.3,footnote H• Other deflection limits ��� ANEL post bracket to underside of 2pc header using(9}#8x5/8 screws.Use(3}#8x5/8 5E are fot reference truly. � � t DIRECTION SEC DiDD EC-C77 N CI-CS •FASTENER g,Rt�ER TO FASTENER WALL HANGER Detail F Studio Room, each side(Fastener A)to connect post header to u-channel at comer post , ' For studio rrwm usin 3"or 6" nets,use the foflOYVin number t7f'/<"fdx4"or 6" Mullions:9D-120mph,use IMema1 post bracket&(2}#Bx518'eadr side(FastenerA)of s!tl& The above data for 3"dt G"panels considers shear deflection,but does not consider shear N! •FASTENER B.REFER TO FASTENER SCHFDVLE FOR No.OF REQTJIRIro LAGS OR RIDGE BEAM ti g pa 9 " creep cfuc to Long term loading / SECTIO DIDD salaws to attach each roof pang. Each I-beam/Batten has(2}#8x5/8"Strews header. Attach post bracket to underside of 2pc header using(6}#8x5/8 s FOR WI D FOR D AND REQUIRED LAGS FOR WIND SPEED AND ROOM 512E --- ---- O $pan Length docs not include ovpiaang (� . connedng it to the header or beam.Overhang is 12". screws. Adequate for upto 96.375 spacing. *For double span conditions:double the IJ120 straw load as tabulated in single span table for I LSECTION AIAA SECTION G SECTION AIAA FOR WIND SPEED AND ROOM SIZE •FASTENER S B INTO CONCRNO. F REQ TO the longest n bisected the intermediate beam ne tf a 20' consists of an V and I T I H FASTENER SCHEDULE FOR NO.OF ROM SI ED gen spa try ( span I (;((y *FASTENER B INTO CONCRETE,REFER TO TAPCONS FOR wB 1D SPEED AND ROOM 51ZE w 0 fn Single Span: Double Span, Double Span: For GV @ 100-120mph:Use raceway/post header&mullions section,doable the snmv load for the 1T section from the Single Span table).Wmduplifl.loa& f j ;• �It*,' '• ;..• �., FASTENER SCIIEOULE FOR NO.OF REQUtP,EO g tz a ZI I r I 'y ''e' `;. -' ~ ' ^' i• • ': ' �: , TAPCONS FOR VIriND SPEED AND RWM SIZE. •ONLY(6)[AGS CAN BE INSERTED wITHTV W W Header, Header, intermediate Beam; Gable Post:at sill(4j-#8x5/8",each side(Fastener A) areas listen. Refer to"Detail J"fur wanecdon details.Size LVL per mfg.instructions. I AM :.; .•'>• ',:.'' ••~ y 8&A W 90m h-1( ane! 90m h-1/ ane! 90m h-1/ ane! Comer st:at sill&header 3 x5/8",each side Fastener A, *Allowable and snow loads have a reduction factor of 0.7 for low s) roofs Section ( VARIES -.:- TRE CROSS SECTION GP TIIEPOST N a P P P P P P Po ( } ( ) gro °pe Per r.:. ...r 100mph-1/panel 100mph-1/panel 100mph-1/panel Mullions:for post spacings upto 72.25"btwn 90-120mph,use(3)48x5/8'each side(Fasten 7.4 ofASCE 7-05: assumes a"col(r'and non-slippety roofst�ace. Pb 0.7CsCeCtlPg I I 4 a OETAIL 63 DETAIL 83 A •ONLY(6)1 AGS CAN RF 1NSER rFn WITHIN • m 0�;o 110m tf-21 Del 110m h-11 ane! 110m 2/artei A)at sill& header.For t S 0.0 S u 98.375"btwn 90-t2Dm h use 4 5/8" *P",onfsnow load,Qv-1.0,Ce-0.9,Ctml.f l-i.0,Pg-Wmnd crow lead Pp 1�0 THE CROSS SECTION OF THE POST FOR BV ONLY,INSERT FASTENER B JIM THE v U z� --w p pa p p Ph- P 2PC pos P iJ Pb P r (4 f#3X > vQ s. POST BRACK/HT114"FROMINWMWAI.LUNG SILICONE m Jp *Ile above data does notinclude loading ftom unbalanced,drifiin USE 1/4"STEEL WASHERS UPTO 100A(PH R 120mph-2/panel 120mph-1 1panel 120mph-2/panel each side (Fastener A)at sill&2pc header. g g,or sliding snow far the fel A STH.I.WASHER M TOP ONLY � ci z tr 130mph-3/ anal 130mph 2/panel 130mph-3/pand sunroom or from the cristinghouse rooE N DETAIL J:INTERMEDIATE BEAM! o Z m 0 to P •Fitt external roof covcrin such as ash halt shingles,subtract 3 sf from allowable "PRE-DRILL LAG HOLES USING 1UB47d BIT. • M a w m X gs p g p ground DETAIL B3:HORIZ.&VERT.POST CONNECTION *ATTACH PR POST: z z Detail I:Post header connections •>1DOMPH USE STEEL PLATES FASTENER C,90MPH USE w a snow loads (3}#81!1-114 EACH SME F Detail F Gable Room: GV18V Gable @ 100-120mph:use(3)118x5!8",each side(Fastener A)to tettnect „ Refnr to Generet VM 100-1IOMPH,USE(4}fI3Y1-114 EACH SiDE r4 2� = m 9 M For gable=room using 3'or 6"panels,use the toltOwtng number of/,"tdx4"or 6" paSUraceway header to u-channel at Comer post&house wall. Foo t3V gable use(8}#8x5/8" s Allowable gmund amw lands controlled by either shover,bending nr deftedinn. POST BRACKET Notes,Detail F,for Qty. .•. *REFER TO DETAIL B3 FOR CONNECTION TO HEADER U,m o P screws to attach each roof panel to header. Each 1-bearn/Batten has(2}•#8x5/8" screws(Fastener 8)to attach post bracket at each end of header to vertical extrusion Asphalt shingles shelf only be used on rom s lopes of 2for p greater per R905.2.s shingles. (BV ONLY) '"'. HEADER&SILL •PRE-DRILL L LAO HOLrS USING u/64"D Brr. IRC. Seaway Mfg.recommends a minimum slope 3:12 for application of asphalt shingles. SLTPS TNTO POST '• 'C.ORNM POST SRS D1RF.CTt Y IN STf T.STARTFM --�--- . I Connecting h to the header. Overhang is 12'. •GV/6V Studio @ 100-13Gmph:use(3)#8x518',each side(Fastener A)to connect . for • . _- ---- 90mph-1/panel postfte5wa header to u-channel at comer t&house wall. For BV studio use 8 18' Above relate can be used a gable roof system pe Enclosed or Open mical fres,and for NOM,.080 WALLS REFER TO DETAIL 63 FOR CONNECTION TO HEADER • ,�, Y Pce ( S linclnsed slmettues with rnnnoslnpe roofs. l:or Open strucuatee with monaslclpe roofs,the 6c SILL 100mpt1-i/panel screws(Fastener B)to attach post bracket at each end of header to vertical exbttsion maximum wind speed&spans for 3"&6"panels are:90mph at 14',100mph at I T,&I I Omph POST FAS t FNFR A,(2)fit s/1t"RCRER'S(RFFFIt Tt)DFI All,F.) 110mph-1/paned at 121. SILL STARTER 120mph-2/ponet FASTENER A; Wind Borne Debris Protection: FOUNDATION FASTENER SCHEDULE: SECTIONS B2, C2,C4, C5 &D/DD Foundation la screws under each vertical post) REVISION NOTES: - (2}49X:S/tr,ALSO I'arsonmnnmlowind Mme dcbtkirm,noAna.,use ln"B;�wond g I) REFER TO DETAIL F stnlcMmt nets as FASTENERS Ii+ prS,ciibttlinR)01,7.,1,7nfa1c2009►RC. Aaachmknt REV A-0:FORK PRIOR TO ENGINEERING O to the suaroorn as fulktws SECTION G:HOUSE U-CHANNEL Gable Post La Screws '/"!?3x4"La SG=0.47 Ex .0 Refer•tn O _ Idum m m m APPROVAL O REMOVE FLANGE I.Aftwh cxmtinwxn wont akh.(pint nra*cfad)at tcm t 1`wide -s y Foundation FASTIJ<IER A 3 S"xX3t"T.W. toy 25"deep around the penmetei of each wood sheet so lint the CROETE OR STING HOME WDWALL -. -4 REV D:SECTION B2,REDUCED SIZE OF STEEL PLATES POST SPACING,REVISED TABLE FOR FastcttoxSeltodu!e asscmGlyfits occrthe feacssatioaAtacbthrsewoodstdpausing 2 T 3 3 3 3 2 2' 3 3 3 3 1 ttsx2.S"woad seewa o0.12'ecazcrs for honmatat&rcrdcal STUDIO 6 SPAN 7/8'(TYP) staring as listcd'mTablc8301.2 1.2oCBtC. SIDING 13 2 2 2 13' 3 3 3 3 3 2 2 13 3 3 13 > FASFASTEN atasaloffour(4)t1sr3.5•TEKsctctvsperstdcofthcwoodstn SHEATHING: A 10.' 4 4 4 a' 10.' REV E:SECTION Hr CORRECTED QTY.TYPO FOR >x[ews. FASTENER D 2. Attach this assembly to Roe a/umin m fuming of fie wnroom using •( 4 4 4 LAGS;3 TNSTEAD OF 6,POST SPACING ►GV Studio Mullions:90-120mpb,ase(2)8Rx5/R"strews(each side),at sill&header(Fusumer one al-mb and,and the otter two evenly spaced.Nn els abould be FOAM/FELTlrYVEK I I 17' 3 3 3 3 3 3 3 3- 3- 2---2- 1 1 -t-4- _a__a_-a- i-4 4 ' COMMENTS,RERIOVED65PSFSNOIVLOAD A),forupto96.375"apoocings. sizaisnitutthe ttsx3s"TEKscmvspenetrateInto rheahnmiams LIMITATION For GV Studio Coma L•90-1 t h,use 3 #8x5/8 screws,each side SIZE LVL BEAM PER OSB/PLYWOOD 18 4 3 3 3 3 3 2 19 4 4 4 4 3 3 3 1 4 1 18 • w, vest�letwwtaiw•sow:vuekalwulliwa0.,d6oiaadlillsxde,nal ji pits Omp () (Fastens A),at sill MFG LVSTRULTIUNS into the sin chameL 4 4 4 - REV F:IN GENERAL NOTES,CORRECTED TYPO IN &2pc header,for upto 8'fenestration flanking the corner post. SINGLWDOUBIJE STUD 11, *BV SIutLiaMatlicaac9p-Illkn 3. Adcgaatctorwindapccdsup4>130rrrphandforwoodsfmdtual rcortsete at h use 2--': a r concrste at t h tree .•Olr2 Ta or concrete 0.i 110,-- eie e 3 li'fd 2-f oonorete at 12.�_use 3 Si"OX2'T DETAir.F-STG'Di(),DSL SPAN;90 TO 130,REFLECT p6 ase(3)R8 c5/8"screws(each stile)Rr post tsracJtet at sill& if Intermediate beam Is required,use a Raceway post,GV post sl ny,»ptnR tow eAPAcrn,OF odsr►No RNSUL NFROMSUPPLIMENTARY'I•ES1'INGT'HAI' header(FastenerAj,foruptn96375"spacing. otBVposttnsupportLVLLtxaueasdoseWtttet;erttero(the WALL TOtEMSTLOAM A - m m m m *For BV Studio Corner post:90-1 lOmph,use internal post bracket,use(3)#8x5/8"screws(each Projection wag. Attatch post to LVL the same as Section H FROM PATIO ROOM WERE NOT � side),0.M sill&2pc harder(Fastener A),for upto 8'feaesuation flanking the comer post. •FASTENER B&C CONSIDERED IN TMS ANALYSIS 1 --, .y � -+ 1 RE CKETS ETAIL 1 II&DICTATE CI) *Use(9)screws to attach post bracket to underside of 2pc header. -00-100 MPH USE#8X5/8"@18.O.C. REV G:ADDED WIND UPLIFT TO PANEL.SPAN •Post bracket to be used at each cad of at Vett.or timiz,post(BV only) -110.130 MPH USE#8X516"@12"O.C. 4, TABLES,MODIFIED WIND SPEED MATRIX *For whet wind speeds,see Gvareal Nu1es •FASTENER D:MICROLAM BEAM TYPICAL CONNECTIONS(FASTENER Ar I REV H:UPDATED RACKING TABLE •90.130 MPH USE 114"0X2-LAG SCREW 12"O.C. •SHEATHING NOT PERMr Mo BTWN.CHANNEL AND STUD REV I: MODIFIED RACKING TABLE,ADDED •It Intermediate!team is not required,terminate vertical rtRmt6on at a •TWO ROWS OF 1!4'0 X 2 5'LAGS @ 2 3 3 header. ♦ Q� Fl✓ N, /A TRAN501115 TO POST SPAC7NC,CHANCED +fir 1r O.C.ih'f0 OOLIBLE WALL STUD. 9 2 2 2 2 19' 3 3 2 1 SECTION K:WALL&PANEL HANGER S.f3 t� IF ONLY ONE WALL STUD 13 AVAILABLE LAYOUT OF ENTIRE Sl1EET,MODIFIED SPAN ` p (��� F( concrete at use '/,' tQ' a n m coricreto at 1 use 2-/. a _concrete tri 1 i0 use-7-3-7-/;0;x, T For conamta ut 12om h rose V%HX2"T TABLE LAYOUT,ADDED CLAMP RACEWAY, •ATTACH FASTENER A TO: Gj 4y"� � DO SINGLE ROW O 6'O.C. •For gable room side wall vertical mullions on 9625"spacfigs(Earp C),use 2-'/."0x4"lag screwsfor 90-120rr>ph ADDED PROVISIONS FOR OPEN STRUCTURES. A- WALL STUDS @ 16"O.C.W/1/4"0 X T LAGS UP '+T /�J r/' '.'r INTO CO OF-TWO RMS IWO OR BRICK WALLS @ 12•o.G RFVJ. Added Wtndspeed converslon tahle,moved TO 24'X 14'W/12"OVERHANG FOR 90- * " " = Windborne Debris table. 110 MPH AND/OR 50PSF GROUND SNOW LOAD. 7 (� °, y m -+ m y m -+ 1jum *ATTACH FASTENER A&B TO: ~e!> WALL STUDS IF:-16'O.C,W/1f4$X 3'LAGS UP 'C!n �g1�� Mod 2 2 2 ts 2 2 3 3 3 3 3 3 317'116'11V 11V A' TO 24'X 147 W/12"OVERHANG FOR 120- 'JYQf *ta,I,,L Code Com lianee Packet !tern: elassHfcation: GM, I iew Sheet 13' ,E N 2 2 12 1 3 1 3 1 3 1 3 1 3 1 3 r 1-3jr- -;I , "I F 130 MPH AND/OR sSPSF GROUND SNOW LOAD. SS14 p sunrooms AlumMn i 0f i Alternate Location Fastener A Revisions: TO PROJECTIONS GREATER THAN 14',USE DOUBLE SPAN 11/ /16 0.r concrete at m use - a n or conuete at m use v1.. a or -ncreie at i11Tm use ':rdz2"'t0. m concrete at use -.Iax2 7 concrete at 3Dm h use -.Qz2° ATTACH FASTENER A&B TO: ii 11/8/16;Rev J WALL STUDS iF>16"O.C.W/114"O X T LAGS UP PER1f)1533 *Colon coded size limitations based on racking&wind loads on sunroom frame only. Assumes post header&mullions w/72.25"spacings. Any combination of wider post spacings,addition of transoms,or]heavier snow loads can restrict sizes further. TO 24'X 18"W1 12"OVERHANG FOR 9D- Drawn by: 2250 East 33rd Street Q Achievable for both GV&BV �j NIA for BV only N/A for both GV&BV 130 MPH AND10R 65PSF GROUND SNOW LOAD. CAN DRAPBN6 SERVICE Erie,PannsyWanla 16510 B 'THESE INSTRUCTION CAN BE USED TO ATTACH TO AN EXISTING FASCIA P.E:..Robbins, P.E. Scale: N.T.S. Phone:(814)698-2255 PROVIDED THAT THE LAGS ARE ANCHORED INTO EACH OF THE RAFTER TAiLS. 1777 State Route 167 Reemmm.ASLE7.05,-,0 Fax:(814)899-OW 'STRUCTURAL ADEQUACY OF EMSTLNG FASCIAOR OVERHANG IS NOT Manufacturing Corp. www.seamymfg.com nooks 7-20 COVERED BY THIS ANALYSIS. Victoria, IL 61485 tf09,2912.2ots IftkylRC , IL s, .