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TOWN OF SOUTHOLD ' rt BUILDING DEPARTMENT � 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#: 49912Date: 10/1w,9/ 2023 Permission is hereby granted to: Erath & Son LLC w.. ...-a_ .. ........ ._ ............. ._ . ._._........._.. . 51 Ranick Dr E Amityville, NY 11701 m To: Construct addition and alterations to include a rear deck addition to the existing single-family dwelling and first and second story additions and alterations to the existing accessory garage to include a breeze-way addition connecting to the existing single-family dwelling as applied for per DEC and Trustee approvals. At premises located at: 580 Wiggins Ln, Greenport SCTM # 473889 Sec/Block/Lot# 35.4-28.30 Pursuant to application dated 8/25/2023., . and approved by the Building Inspector. To expire on ... 4/19/2025.--....., Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,250.00 CO-RESIDENTIAL $100.00 Total: ..__............. $1,350.00 Building Inspector v TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " • Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtomLriay.gov. Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. I Building Inspector; ;.s o Applications and forms must be filled out in their entirety.Incomplete applications will not be acted. "here the Applicant Is not the owner,an Owner's Authorization form(Par ,)shall be completed. Date:08/23/23 OWNER(S)OF PROPERTY: Name:Scott Erath scrM#1000-35-4-28.30 Project Address:580 Wiggins Lane, Greenport NY 11944 Phone#:Scott@erathtile.com IEmail:516-790-0487 Mailing Address:580 Wiggins Lane, Greenport NY 11944 CONTACT PERSON: Name:AMP Architecture Mailing Address: 10200 Main Rd, Unit 3A, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture - Anthony Portillo Mailing Address:10200 Main Rd, Unit 3A, Mattituck, NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com CONTRACTOR INFORMATION: Name: tvx C;r,4 j 4,V Mailing Address: 57 R41v4 L� !tEmail: //7c Phone# DESCRIPTION OF PROPOSED CONSTRUCTION ❑New structure @iAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $. Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes 1:1 No 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 I this property? ❑Yes WNo 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, APPUCA-hON 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,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 210AS of the New York State Penal Law. AMP Architecture, � Application Submitted B nt rfa ): authorized Agent ❑Owner PP Nil Signature of Applicant: Date: I�✓ STATE OF NEW YORK) S. COUNTY O ) AMP Architecture, MIC�rj :ing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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 the�ARBARA TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County day of ` 20 ACJmiss'o -Expires 01/13/20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Scott Erath residing at 61 "1 dl-' �'�L A�mo V do hereby authorize AMP Architecture to apply on my behalf to77� lof Southold Building Department for approval as des+crib;7rein. Oer's Signature Date Print Owner`s Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Peirnits,Region 1 SUNY n Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0366 1 F:(631)444-0360 �Vww rlec.ny(iov April 13, 2023 Scott Erath 51 Ranick Dr. East Amityville, NY 11701 Re: Application #1-4738-02603/00009 Erath Property: 580 Wiggins Lane SCTM# 1000-35-4-28.3 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, r IEE'ssa Scott Invironmental Analyst cc: AMP Architecture BMHP File �YOEW K r1epar"tr iont of SKATE EnvironI11 tY'k'..at Z! Onsor•vatirm Aft debod NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION *Raw Facility DEC 11) 1-4738-02603 PERMIT Under the Environmental Conservation Law (E Permittee and....-Facility Information ......... —........ --....... Permit Issued To: Facility: SCOTW ERATH ERATH PROPERTY 51 RANICK DR E 580 WIGGINS LNISCTM -1/1000-85-04-28.30 AMITYVILLE, NY 11701 GREENPORT, NY 11944 (516) 790-0487 Facility Application Contact: AMP ARCHITECTURE PLLC PO BOX 152 MATTITUCK, NY 11952 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 722.16 NYTM-N: 4555.119 Latitude: 41'07'01.2" Longitude: 72'21'14.0" Authorized Activity: Construction of additions and a new deck. All work must be done according to the plans prepared by AMP Architecture, dated 3/13/2023 and stamped NYSDE�C approved 4/13/2023, EES ............... ................ ............. ------ — ----- - - Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-02603/00009 New Permit Effective Date: 4/13/2023 Expiration Date: 4/12/2033 NYSDEC Approval ----------------- By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance Nvith the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: KEVIN A KISPERT, Deputy Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY H 790 -340Q ALItI101-1ZCd Signature: Date Pagle I of 5 Am NEW YORK STATE I)El3AIl'I'MEN'I'Oi-' I--INVIIZONMI-'N'I'Al,C.'ONSERVA,riON Facility DEC 11) 1-4738-02603 ------------------ Distribution List AMP ARCI-[lTl--'CTtJRE PLLC Bureau of Marine Habitat Protection Elyssa E Scott Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALI, A1JTl-1ORl7,I--,D PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permits: TIDAL WETLANDS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following i. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification lorm certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by AMP Architecture, dated 3/13/2023. 4. Materials Disposed at Upland Site'e Any demolition debris. excess Construction materials, and/or excess excavated materials shall be immediately and completely disposed Of in all authorized solid waste management facility. These materials shall be Suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 5. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSI)EC-approved pervious materials. 6. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete C) trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet Concrete shall not be poured to displace water within the forms. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no diStUrbaiice to vegetated tidal wetlands or protected bl.&ICr areas as a result ofthe permitted activities. Page 2 of 5 dftwO NEW YORK STATE DEPARTMENT OE ENVIRONMENTAL CONSERVATION Facility DEC 11) 1-4738-02603 8. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established with native, salt-tolerant vegetation as per the approved plan. 9. Storage of Equipment, Materials The storage of COIIStI'LICtloll equipment and materials shall be confined within the project work area and/or Upland areas greater than 75 linear feet Froin the tidal wetland boundary. 10. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 11. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales / silt curtains (or other NYS DEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. "Tarps are authorized to supplement these approved methods. 12. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 13. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 14. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from Future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 15. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or it" in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation ofthis permit, the Structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and ill SLICK time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account ol�any Such removal or alteration. 16. State May Require Site Restoration If Llpoll the expiration or revocatioil of this permit, the project hereby authorized has not been completed. the applicant shall, without expense to the State, and to such extent and in such time and Manner as the Department of Ellvironniental Conservation may lawfully require, remove all or any portion of the L111CO111pleted Structure Or 1111 and restore the site to its Ibrnler condition. No claim shall be made against the State of New York on acC011llt Of ally such removal or alteration. 1'age 3 ofl 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02603 _GENER[ ................................. AL ,_"_, rL CONDITIONS A l—PP y to ALL Authorized ized Permits 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL Such representative may order the work suspended pursuant to F,Cf_. 71- 0 301 and SA 1"A 401(3). The permittee shall provide a person to accompany the Department's representative during an Inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modi fy, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY a Stony I3rookJ50 Circle Rd Stony Brook, NY11790 -3409 d. Submission of Renewal Application The permittee must submit a renewal application at Icast 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. ,. Permit Modifications, Suspensions and Revocations by the Department "l he Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification. suspension or revocation include: a. materially lalse or inaccurate statements in t11e permit application or supporting papers; b. failure by the permittee to comply with any terms or conclitions of the permit; c. exceeding the scope of the project as described in the permit application; Page 4 of 5 AM NEW YORK STATE DEPARTIYIF.NT OP ENViRONMEATAL CONSERVATION IRW Facility DEC IU 1-4738-02603 d. newly discovered material information or a imperial chan�,,e in environmental conditions, relevant technology or applicable law or regulations since the issuance ofthe existing permit; e. noncompliance With previously issued permit conditions. orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and dannages, to the extent attributable to the permittee's acts or omissions in connection with the pernlittee's undertaking of activities in connection with, or operation and maintenance of, the facility or Iacilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible For obtaining any other permits, approvals, lands, casements and rights-of- way that may be required to carry out the activities that are authorized by this permit. item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perlorm the permitted work nor does It authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 NEW K Department of - YOR S TOA E Environmental Conservation NOTICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit Administrator listed below. Please f refer to the permit number shown when contacting the DEC. Regional Permit Administrator SUSAN ACKERMAN aw 05Permit Number: - NYSDEC Region 1 Environmental Permits 50 Circle Road Stony Brook, NY 11790-3409 Expiration Date: Email: de .r1 dec.n ov p @ Yg i Note: This notice is NOT a permit ERATH RESIDENCE V E 6R, ,Apdl��10 p 1cus -W. — 8-Z Pin a) W-0-01W 31-1 MR. 70 /N,C AMF _::3 M + C LC�t-ATION (D CL 0 KEY: x li PROJECT L�TION&SDOM FROPOSEn REAR INOOP!-FZAM;�PLrK SMPI &ZONWG DATA PROF"5ED OARAor ADDITION PROP05EP 2ND 57CRY SICFPAFE AREA. UNFINISHED I UNH-.AT--[? MERGYTA®E Afw P.M FROJEG- DA-A: HOLDDik�ORWLT. V�l�&WmamAL- -00WIMOK PAM FIK�NG DaA� A-10100 PROPOSED FOUNDATION PLAN —A— PT A-105.00 jpRomir. A-20I-00 PROPDSED—ERIOWF AWNS ERATH RESIDENCE A-20200 PMFQWDVaMWUKWMl- Un VRWKS LAW GREENPORT,W 119" -mAwmTlTLf- 0 A-z-01 00 DESIGN MAlU —RBUILDINGMCTMS — 4. G-001.00 Mwaae n,, SIME PLAN � �• � r � .� :.rya � ^ �4 " i BOARD OF SOUTHOLD TOWN TRUSTEES } "° SOUTHOLD,NEW YORK PERMIT NO. 10425 DATE: JULY 19 2023 ISSUED TO: ERATI1 84 SON LLC PROPERTY ADDRESS: 580'WIOCI.NS LANE OREENPORT . ......... SCTM# 1000-35-4-28.30 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in M accordance with the Resolution of the.Board of Trustees adopted at the meeting held on.lulu 'l 9,2023 and in ' consideration of application fee in the sum of 12511.00 paid by Erath Son CI.0 and subject to the Terms and t Conditions as stated in the Resolution, the Southold. Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a first floor 9.7'x26.4' (256.1sq.ft.)addition and a 32.4'x26.3' ' (852.1sq:ft.) unheated/unfinished second story addition onto existing 600sq.ft.one-story garage; and to construct a 14.9'x271,23.31x15.6',5.31x17.5' (total of 858.5sq.ft.)deck onto the seaward side of the dwelling; and as depicted on the site plan prepared by AMP Architecture, received on July 19,2023,and stamped approved on July 19,2023. A ry r IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. AQ a u a ,r ......`..... .7...... «w 'r Town Hall Annex Glenn Goldsmith,President rg so 54375 Route 25 A.Nicholas Krupski,Vice President , W P.O.Box 1179 AL Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ►' Fax(631) 765-6641 ' COU a�« BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 25, 2023 Anthony Portillo AMP Architecture, PLLC P.O. Box 152 Mattituck, NY 11952 RE: ERATH &SON, LLC 580 WIGGINS LANE, GREENPORT SCTM#1000-35-4-28.30 Dear Mr. Portillo: The Board of Town Trustees took the following action during its regular meeting held on Thursday, July 19, 2023 regarding the above matter: WHEREAS, AMP Architecture on behalf of ERATH &SON, LLC applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated May 15, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program-Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed action be found Consistent with the LWRP, and, 9 y Trustees with respect to said application on WHEREAS, a Public Hearin was held b the Town July 19, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, ,safety and general welfare of the people of the town, NOW THEREFORE BE.IT, m OFFICE LOCATION: �� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) r.*"r Telephone: 631765-1938 Southold,NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 12, 2023 Re: LWRP`Coastal Consistency Review for ERATH&SON, LLC SCTM#1000-35-4-28.30 AMP Architecture on behalf of ERATH & SON, LLC requests a Wetland Permit to construct a first floor 9.7'x26.4' (256.1 sq.ft.)addition and a 32.4'x26,3' (852.1 sq.ft.) unheatedlunfinished second story addition onto existing 600sq.ft. one-story garage; and to construct a 14.9'x27', 23.3'x15.6', 5.3'x17.5' (total of 858.5sq.ft.) deck onto the seaward side of the dwelling. Located: 580 Wiggins Lane, Greenport. SCTM# 1000-35-4- 28.30 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP the following is considered: Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney A " Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build September 20th, 2023 TO:Southold Building Department 54375 NY-25, Southold, NY 11971 RE:Application #1-4 738-02603/00009 Erath Property: 580 Wiggins Lane SCTM#1000-35-4-28.30 Dear to who this may concern, The following is the requested information regarding the gross floor area of the property„ ✓,,,//ro i/o / ai , //ii ilii/ i,,,/� / ,,r� ,.rr / // i i isrrri, „. , a,,///ir�i�iior��i/,iii/iG, /� , ///✓r/I/%afr/, 1 i ars/ /i � i i i,.�, r„/,/.,. / """"m i/ �G,i�jl�j�iiL����������j� /�� �r�,ro,,. � �l LOT 51ZE /AREA INALLOWABLE TOTAL 2"1,094.0 S.F. "1,094.0 S.F.. EXCESS OF 20,000 6FA OFA (C) LOTS CONTAINING UP 4,550 S.F. TO 30,000 S.F. MAX. ALLOWABLE S.F./PLUS 10%OF EXCESS LOT AREA 3,550.0 S.F. "109.4 S.F, 4,059.4 S.F. 5,865 5 S.F OVER 20,000 Please contact our office if you have any further questions.. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Page 1 of 1 Ld 17 ® Q ._ APPROVED BY °RE,105601DENCE -0 O 0R N} I BOARD OF I O ��Z� USTEES N M ' 0 om `O F"SOUTHOLD � � I � C9 0 111 DATE Q, ,ANE j " A g - FG_ ------------------------------ kl«�A „ h be__+G'�•�.••-�• L00 TIL N MAP `n F/ YALE:r_ """ """' 0-001.00 PROJECT LOCATION&SCOPE ✓..+.°�Tu 5.. 4 - ���J�CS�D �c�AR ISG^vG E 7EGK SUE PLAN&ZONING DATA wEE - ✓'05=G 2NG STOGY = 0; 46- RE 4, �_�` '�. ...GENERAL NOTES •»r�. 2°e -NFlN15=EG e UhHE EA- G J ,.G=.GG ENERGY TABLE ,-T c=T-,i. STRUCTURAL DESIGN CHARTS HOEDOWN,ANCHOR BOLT, STRAPPING,&NAILING DETAILS la Iv agar'.i FASTENING SCHEDULE nom""•"w.,, ®irrzroE F �f"`"""c' �'- N .... j-GG=L.GG FRAMING GRAPHICS • µ W ® A• ARNS Tl, NAP e c'. BEAM CONNECTION PTTE FlREBLOCKING DETAILS oa-a' o�-?ems J FOUNDATION PLAN WW- .rc G f � ah h�OIETRrLT C- ,Y.L PROPOSED Gr.� T L G Na-/E '•w, � V G.AREA Ex M ,A`_iG�.GG PROPOSED FIRST FLOOR PLAN 8 ^^� f � � ry � : XS/ � ���'° /,( n Ff,.� 'cw.✓"'^,.. "�+�"6M�'/w I,SJ"T:$Y•�N y "� x �` r .., ° •R ccrRASE 05 r'i'' PROPOSED SECOND FLOOR PLAN E.t• C'1e:�E r�. Oc_v 5- ^^_ ✓r.✓�/ ,!f PR #''., ....�,,,... ..". .�,. E maary ci * _cL_=F x GT. EXIETIN.saR _E eoeL=F � -2 0 0 0 PROPOSED EXTERIOR ELEVATIONS ERATH RE DENC � �� r qy a wnylc ;�O�,�r.,,y�ti°'rrr,,-,re _sc. e=s a_`G�•G(� PROPOSED EXTERIOR ELEVAT10N5 580 WIGGINS LANE „/ p ru„mj„Ar, n:' ,^r Et Tlh ER LN N.LNJ<Y _G.,E bF. GT�c =e / � EXISTv f�4G RGW.LKWaY �—IC EF aes< r � r ecGc,.<row LATE,r GREENPORT NY 11944 Tt � { TCLar Ca/ERaf_�NCLwrw y{l ' '",A� ,�.. � +' °"��,c� "�`�c VIN u-a-cc✓ER�=.-�6"yF r=r �--G; GGFacBUILDING SECTIONS r " YEF 5E AL--Qr.=;10a [PROJECT LOCATION&SCOPE TITLE• GT GG G .:iG DESIGN DETAILS g PROJECT „ c�_3 Mp 517E PLAN&ZONING DATA BUILDING SECTIONS I ,r ti , ° u 001.00 LLL..✓✓✓,,, �` sT..�L-ANA"- —,I �,.�� ro L<T RC.TCrS A LJ _ _ 1 /y� //� 1/�� P RmGT TC C-rTrl-4LI Ehb I V LOW TnZ N=LR,-i TON I c �� DATE:05/D9/23{{qI 1 OF 11 JUL \ •cam �in FGGN 4cRVE-E4-FL-,VEN2Ea iGiG=' �-�•p•••p.••m-�-••••••••� a Southold Town I F� , Lahcs zvEYr s F CC E Board of Trustees k SITE PLAN ..._._...__. 3�-_y _),g.3o q i a 's o Rs SITS P_AV NA-GH KE_ O_ -- -- PROPOSED BLILDIVG ADDITION Q PROPOSED AGGES` RY STRLGTLRE W RESIDENCE J O s PROPOSED 2—S-0— ERATH M Q w N to I, 0 5 0)O '= t0 O N} I -_ _ �. _.x,a.,.ter ,;». .».,„, _.� :>-ate., . o �Inza NCO ? c �CL0 N E '..{ U M , WI GGINS LA y Q� "« S, zr+• +� tt Y a POLE " O. N 9'°52'40'F n 1,500 �_- -_-__ <• U / LOCATION MAP / I 56ALE.NITS 0 I l NJ. =RO.�EGT SGO�E: PAGE KE°ROP GRAVEL __ h•4_- �'.._�-(EXIST ASPHALT I J-QQ .QQ PROJECT LOCATION&SCOPE PROPOSED REAR WOOD FRAME DEGK SITE PLAN&ZONING DATA FRIOF106' I OSEG GARAGE AGD TIG\RD 54° m ROP03ED IS- F-OOA �ITIO\ UNF N SHE, D 8 JNH_ATE - - �ROPO�-D 2N7, STOR" 5TORA67- AR-A, F N SHED 8 UNH=ATED 0-002 CIO GENERAL NOTES E%sTo s-oR. ENERGY TABLE STRUCTURAL DESIGN CHARTS PROJ_GT DATA: HOEDOWN,ANCHOR BOLT, / -oeA6[ WALK 233 0 STRAPPING,&NAILING DETAILS FASTENING SCHEDULE n I PROPBARA6F - J /J'QG QQ FRAMING GRAPHICS 6 �RAIL FENCE ^ ADDTION 159 PeoP Wo DECK PR I OJECT i ZONINE OATR �- 5' 'AX MAP• 1000-C35-04-28 30 BEAM CONNECTION PATTERNS n zOnlNb v srR sr A_ _ _ ¢-40/N6 _ FIREBLOCKING DETAILS t LOT AREA 08 ACRES A-10 .00 PROPOSED FOUNDATION PLAN GONVEeTING Ex sT / /-"-- -- I - - GRAVEL TO NATIVE SA.T'OLERAN-PLANT LOT G171E(jA6� -PX15jTINC, Z BUFFER APPRGX $O Fr b ' 5GU1N0_D TOVN C.00E -- -__ _._. _-PROPOSED __- _ -_ _--__ ---_ -_ 2 h / A- Q2.QQ ROPOSED FIRST FLOOR PLAN � QY m RAI_FENCE DE56RIPT ON ROOTPRIN-; AREA GO%VE20AG' � r P 1 TOTAL LO'ARTA 399836 SF - - - / TOTAL enLVASLE LAND 264I40 SF A-103.00 PROPOSED SECOND FLOOR PLAN ,_-_-_H--"_15% -_—'I F EXISTING MA NDWELIN6 192005E "13% - -_ PR B FFER r _ - _ OJECT. EXISTING SARNSE � 5910 5� � tis / \ f SxENG FRorr LnImING W/ 4OO 5F 02% A-20 .QQ PROPOSED EXTERIOR ELEVATIONS / \ \ �� ( EXISTING VrOOC 3500 DECK 51 3% -__ ERATH T _ ---. �a RESIDENCE TOTAL AREA O-ALL ST _TURES 2901.0 5F I o% PROPOSED EXTERIOR ELEVATIONS MAX MJI.1_O-GCVERAGE ALLOYEi 20% A-L C2.:/:/ 580 WIGGINS LANE ME: GREEN PORT,NY 11944 BUILDING SECTIONS -— - - ----- _ DRAWING TITLE: DESGRIP 01 oo TPRIN-; SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q 0=1 OWN 0 �J�1] PROPOSED ACCESSORY STRUCTURE W ® PROP05ED 2ND STORY J v Q Lo c:Z C) w (o O r' (jr V C) 0 Lo Z d' 0 m =3 (o o -~ -c o , :.� Lo 04 o D n< r- a- m0 r' LANE U EDGE OF PAVEMENT POLE POLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � s N ba°32'40" E 115.00' v Y 3 - - - - - 112.70' - - N b9°32'40° . ry/ LOCATION MAP (n SCALE: NTS W / O � 'v► I HEDGE f A(5E <E PROP. GRAVEL �4LKWgY I F R O J E�T 5�O F E •• DRIVEWAY ( EXIST. ASPHALT ' DRIVE�VE�) BE I - ROi=OSED REAR WOOD FRAME DECK �—®O 1 .00 PROJECT LOCATION &SCOPE / SITE PLAN &ZONING DATA - F OPOSED OARAOE ADDITION PR POSED 2ND STORY STORAOE AREA,, U TISHED � UNHEATED GENERAL NOTES / N c�vX9 bm EXIST. 22STORY � III ENERGY TABLE A PROP. 2 FR. RES. - STRUCTURAL D ESIGN CHARTS STAY E G8 �t�CjEr.,T DATA : STORAGE ' O-005.00 HOLDOWN, ANCHOR BOLT, WALK Pi lob' 241' STRAPPING, & NAILING DETAILS r'PROP. GARAGE \\ 4 FASTENING SCHEDULE RAIL FENCE j' ADDTION N 13.a \\PROP. WD. DECK\ 3Q•2' \ \J PROJECT / ZONING DATA �_®®�•�� FRAMING GRAPHICS BEAM CONNECTION PATTERNS TAX MAP # 1000-035- 4-26.30 FIREBLOCKING DETAILS CONVERTING EXISTZONING DISTRICT R O / NG Q A- 101 .00 PROPOSED FOUNDATION PLAN . - Q GRAVEL TO NATIVE LOT AREA O ACRES SALT TOLERANT PLANT = BUFFER; APPROX. 259.7 SO.FT. m w J ^ry co LOT COVERAGE = I ®� .®� PROPOSED FIRST FLOOR PLAN m RAIL FENCE I = -- _ - -=_-_- _ ---- __ 0 SOUTHOLD TOWN CODE DESCRIPTION (FOOTPRINT) A % LOT COVERAGE _ PROPOSED SECOND FLOOR PLAN l; w EXIST. 10' WIDE p TOTAL LOT AREA 2-1,094.0 F. F.. ' G GRAVEL dry' NON-TURF p BUFFER EXISTING MAIN DWELING _ 1,920.0 S.F. Ne EXISTING GARAGE � (000.0PROJECT:oo.o S.F. 2.2% A-201 .00 PROPOSED EXTERIOR ELEVATIONS i m EXISTING FRONT LANDING W/ TEP_5 40.0 S.F. 0.146 S ERATH 6 PROPOSED WOOD DECK Wa7 .9 90 R ES I D E N C E �� STEPS � 6S.F. 3.2 PROPOSED GARAGE A DITI ON 254.6 S.F. � 0.990 A i�®� • 1`�og7''Dock oc EXISTING BRICK NAL WAY 202.5 S.F. 7� PROPOSED EXTERIOR ELEVATIONS °0 '� A EXISTING REAR YA D WALKWAY, 4?'I. .F. BRICK LANDING a LATE 477.05. I.a 580 WIGGINS LANE Nr TOTAL LOT GO RAGE INCLUDING GREENPORT NY 11944 2 N 67°3 /NoobFN FF ` BU4LkSTRUCTURES < FROM GRADE 4391.0 S.F. 16.146 BUILDING SECTIONS �o-- F * EXISTING T COVERAGE 4667.5 SQ.FT. = I'I.9 MAXIMU LOT COVERAGE ALLOWED: 20% DRAWING TITLE: Lj I PROJECT LOCATION & SCOPE A-1 .®® DESIGN DETAILS SITE PLAN & ZONING DATA C I BUILDING SECTIONS ` I PAGE: I51TE LAYOUT NOTES: K I. THIS IS AN ARCHITECTS SITE PLAN 4 IS G-001m00 SUBJECT TO VERIFICATION BY A LICENSED O SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE n ARCHITECT'S BEST OF KNOWLEDGE. DATE: 8/12/23 1 OF 11 O 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOVEMBER 10,2021 JAND PREPARED BY: ` PAUL BARYLSKI LAND SURVEYING .• PATCHOGUE N.Y. II-M2 TELEPHONE: (631) 627 31a6 ��g D A� C a'. 0 k ,v>, 0. ()c �C a S 17 FLAN d aF SCALE: 1" = 20'-0" WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY \ / NOTES � SFEOI F I OATI ONS CARPENTRY THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ABBRE Y I AT I ONS Q I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 875) UNLESS OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF BD. BOARD I�NSUL. l INSULATION TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRAGTOR'S RESPONSIBILITY TO READ ALL NOTES, JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2• ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN A6ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION INT. INTERIOR W 8" MIN. FOUNDATION EXPOSURE. GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL __- w SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT GWBUILDING K KIPS (1000 LBS)) -d GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING GAPATITY OF (1) TON/5Q. FT.,U.O.N. c) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLESS BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS (V OTHERWISE NOTED Ln 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HAN&ER5 BY "TECO" OR I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF 11 MAX. MAXIMUM C ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS,U.O.N. w T_ 0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. BOT. BOTTOM METH. MECHANICAL PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b_ NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING IS IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM = O FLOORS, ROOFS, AND WALLS. AND AUTHORITIES HAVING JURISDICTION. - (V b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, "1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF Ig88 Z .4- 4. ALL UNNOTED OR NON-VISIBLE EASEMENT55 ARE THE RESPONSIBILITY U.O.N. INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED - �� r- r OF THE OWNER/BUILDER BY THE TRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINC75 FOR BEAM POCKETS,UTILITIES, ETC. To BE FILLED f COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE n- O N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. X U I 5. ANY OMISSIONS OR DISGREPANGIES OF PLANS AND/OR JOB CONDITIONS AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE CONT. CONTINUOUS O.G. ON CENTER � 0 :3 Co SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWI5E NOTED. &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. --"" - --- - 0 0 m , , WITH THE WORK. IN510NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. 1 DOUBLE OCG. OCCUPANCY _c Lo q. ALL WOOD SILLS AND WORD IN CONTACT WITH MASONRY/GONGRETE TO BE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN U-TIMATE COMPRE551VE STRENGTH AT 28 -- - - - N 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DAYS OF 4,000 P.5.1., U.O.N. DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION � C b 0 ° UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROVISIONS OF ANSI/ALTO A I qQ O 0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITH DIM. [DIMENSION P. GONG. POURED CONCRETE n ` 'P. CONTRACTOR TO VERIFY DIMENSIONS OF 'FOUNDATION WITH FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE: VAPOR BARRIER UNDER -- w BEFORE THE START OF FRAMING ON PAGE 6-003. GENERALLY,SHEATHING 15 OF I/2" THICKNESS ON WALLS AND D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF COX GRADE,UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 13. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �� 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 EA. PLYWD. PLYWOOD APPLICABLE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - [EACHq. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FASTENING 50HEDULE ON PAGE 0-003 AND GLUED, U.O.N. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL -- -- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EQUIP. EQUIPMENT 1 REQ'DIREQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEKHOUSE WRAP OR EVALUATION REPORT. MAX. 32'-0" D.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. IST. EXISTING - ° Ri ( � 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BA5E7 EX WATERPROOFING TO EXTERIOR OF FOUND. ---- - RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINSH GRADE. �XT. EXTERIOR RM. ROOM rn PERMISSION FROM THE ARCHITECT. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF I I I UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOOUMEN, THE Ib. NO CONCRETE OR MASONRY I^ORK 15 TO BE PERFORMED IN TEMPERATURES F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS A-PROVED BY ARCHITECT/ENGINEER. NO - i J RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. -T-' EXCEED 8'-O" AND AT EVERY 8'-0". CONCRETE: SHALL BE PLACED ON FROZEN SURFACES. FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIES USING PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY F.A.V. FRESH AIR VENT S.V. SMART VENT • -}- WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ENGINEER. 6-003. -O -- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL COVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK NECESSARY. CONNECTED WOOD TRU55 CONSTRUCTION,THE TRUSS DESIGN DRAWIN65, WHERE EVER APPLICABLE. FF ELEV. FIRST FLOOR ELEVATION 1(TEMP GL. TEMPERED GLASS - U BROOM GLEAN. OR THE MANUFACTURER'S GORE EVALUATION REPORT. _ 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL Lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. Iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTING �S ARE TO BE A F.J. FLOOR JOISTS THK. THICK MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. AND ORDINANCES. LIABILITY INSURANCE. ALL SHALL COMPLY I�IITH STATE AND LOCAL GORES Ib. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK FOUND FOUNDATION T.O.W. TOP OF WALL _ GENERALLY,SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, A5TM 03"1 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-Eq CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD ` ° I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" FR. FRAME TYP. TYPICAL (� 1 COMPLETION OF PROJECT. AS PER PAGE 6-003. MEET THE PROV15IONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-0" BELOW GRADE. W ANSI/AHA AL35.6 HARDBOARD SIDING. 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN C) ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 1-8 STRUCTURAL PANELS: SITE WORK ---- AGAINST ALL CLAIMS, DAMAGES, LOSSES A14D EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR FTG. FOOTING 1 VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE _ ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER H.D. HOLD DOWN INJURY TO OR DESTRUCTION OF TAN6I13LE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR ROGATIONS SUCH AS: LEDGER EP SILL PLATE, DECK CONSTRUCTION, STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE SITE. STOCKPILE ALL EXCAVATED MATERIALS. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY EVALUATION REPORTS. HNGR 1 HANGER ZR ZONING RESOLUTION BE LIABLE RE6,ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE A. TRUSS JOIST (FIC 2OE I.- MICROLAM 1.8.2. ORIENTED-STRAND BOARD (OSB), HAFERBSTRUCTURAL ( ORIENTED-STRAND ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT I5 UNSUITABLE IHR. HORIZONTAL 1 1 PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E G-P LAM BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT 5. PROTECT TREES WITHIN E15HT FEET OF THE BUILDING. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'S STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR APPLICABLE CODE EVALUATION REPORTS. ELECTRICAL: APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM THE DDRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL TO 2011 NATIONAL ELECTRIC GODS, NEPA 70 AND 2020 NEW YORK STATE AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY CODE EVALUATION REPORT. REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S CODE ENERGY CONSERVATION CONSTRUCTION CODE.Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWEVALUATION REPORT.INGS 2. CONTRACTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS COMPLETION OF WORK. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHALL MEET THE PROVISIONS USED IN STRUCTURAL URA CELLULOSIC OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR - GENERALLY, VERIFY OR PROVIDE HARD WIRED 20. CONTRACTOR T REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. SMOKE DETECTORS w/BATTERY BACK-UP IN: WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN A. EACH 5LEEPIN6 ROOM SPECIFICATIONS, UNLESS NOTED OTHERWISE. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24. NOTCHES IN EITHER EDGE OF STUD5 SHALL NOT BE LOCATED IN THE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I B. OUTSIDE OF EACH SEPARATE SLEEPING 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACGE551BILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL AREA IN THE IMMEDIATE VICINITY OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION THE BEDROOMS (GENERALLY THE HALLWAY) 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. G. EVERY LEVEL OF DWELLING COPYRIGHT PROTECTION ACT OF 14g0 (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OGGUR IN THE SAME CR055-SECTION. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE GENERAL WIND PROTECTION CONNECTION N07ES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 3 6-004. THE FASTENING SCHEDULE HEX BOLTS AND 50REWS (INCH SERIES). CONSTRUCTION;55TD IO-qq AND 2016 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING F- CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 2.2.2. LAO SCREWS: LAG SCREWS OR LAC? BOLTS SHALL COMPLY WITH ANSI/ w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2 FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). 2 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2b. COLUMN BEARING AS FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, BE USED IN ACCORDANCE WITH MANUFAC:TURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD $ FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" eP ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, EXIST. WALLS 8 12' LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY Q POSTING LLS 4 . WALL SEE PLAN FOR REQUIRED REINPORGING (® MINI6" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL . MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N.). ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TABLE R501.71 CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE CODE EVALUATION REPORTS. PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ - __- STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, 2,2.5• NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 w/6" R15E $ w/(2) s/4"cP BOLTS THROUGH CENTER LINE OF VERTICAL LEGE RATH5 STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DEFLECTION _ RAFTERS. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RESIDENCE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MANUFACTURER'S CODE EVALUATION REPORTS. L/180 -7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48" AND EVERY 2.2.1. SCREW5: SCREWS SHALL COMPLY WITH ANSI/ASME W/ NO FINISHED CEILING ATTACHED TO RAFTERS B 18.6.1 SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES WOOD5TREW5 (INCH SERIES). INTERIOR WALLS d PARTITIONS H/I80 I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING GLASS WINDOWS AND DOORS WEATHERING SEVERE 580 WIGGINS LANE 8. SILL PLATE TO FOUNDATION ANCHORAGE'_;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. 1. ALL CLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FLOORS 4 PLASTERED CEILINGS 1-/360 FROST LINE DEPTH 3'-0" GREENPORT NY 11944 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE CLEARANCES ARE PROVIDED. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF •7" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL ALL OTHER STRUCTURAL MEMBERS 1-/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE: LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 3. ALL SLIDING GLA55 DOORS,5KYLICHT5, AND ANY GLASS UNIT INSTALLED DRAWING TITLE: AND AT SPACING NOT EXCEEDING WON CENTER. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF UNLESS OTHERWISE NOTED. _ GENERAL NOTES CONSTRUCTION. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES 1_/240 CODES AND REFERENCE STANDARD: ' 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ENERGY TABLE W WORK PERFORMED SHALL GONE"ORM TO THE 2020 NEW YORK 4. ROOFING I5 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS MANUFACTURER'S SPECIFICATIONS. I. ALL NE STATE BUILDING GORE,2020 NEW YORK STATE RESIDENTIAL GORE, RK SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE: CODE, AND 2020 NEW YORK 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE STATE ENERGY CONSERVATION CONSTRUCTION CODE. 5. NAILING OF ROOFING SHALL BE TO CODE. ENERGY CONSERVATION CONSTRUCTION CODE. 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING, CONNECTIONS OF b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR ^ I A WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME PERMITTED ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. STRUOTURAL DESIGN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION -E. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL _ (AF4FA) AMERICAN WOOD COUNCIL (AWG). 2:12 PITCHES To 4:12 PITCHES SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE USE LIVE LOAD DEAD LOAD G-002mOO 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 PLUMBING CODE. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. EXTERIOR BALCONIES 40 psf IS psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL CA5 CODE. . ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITF+ ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE DECKS 40 psf 15 psf CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC DATE: 8/12/23 2 OF 11 CODE, NEPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION GYPBTHE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SUM WALL BOARD THE ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CONSTRUCTION CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS COMPOUND METHOD. REQUIREMENTS. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42"9 10 psf 15 psf 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WIT7I FOIL FACED „ INSULATION OTHERWISE NOTED. WATER RESISTANT(HR) AT BATHROOMS AND WTEMPERED CLASS.HERE ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 2 p 0 psf IS psf , FIBER61-A55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. DEEMED APPLICABLE. ��O�� � FOIL G BE PLATED TOWARD WARM SIDE. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf �.� C 3. 5/8",ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 2. TEST OF ASTTr1 Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BG ^O 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING SLEEPING ROOMS 30 psf 15 psf > I;a. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR i Q 1„,9,; ta,r p FOUNDATION WATERPROOFING. psf 15 psf CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ANSI/DASMA 115. STAIRS 40 p 3. GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITHl "'._;�• 1 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS GUARDRAILS AND HANDRAILS 200 psf 15 psf . - q" R-30 FOR FLAT CEILINGS TAPED THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL N TO DRY BETWEEN GOATSFINAL GOAT TO BE SANDED SMOOTH.. a - 8.25 R-30G FOR VAULTED AND CATHEDRAL CEILINGS BE PERMITTED A5 GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 0 - 3.5" R-13 FOR 2"x4" HALL CONSTRUCTION ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 12 psf FOR ATTIC - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25psf I' IS psf FOR CATH. F 4�IrCN - 5.25" R-21 FOR FLOORS ALL OPENINGS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE _ b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. 83012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RE5ISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS T`�' GAL NA I Le I NO/STRAFF I NO REOU I R 1� ENTS FOR FASTENING SCHEDULE A IL UFL I FT/ SHEAR/ $ LATERAL TERM I t�ID RESIST l` �ICE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER �f 1� la Y `4 I`t i I`l (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, W SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED I AND ROUGH OPENING FRAMING REQUIREMENTS) ui "ALL STRAPPING TO BE V4"x 20 GAUGE" -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE J o (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.I) Q -�+ N *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL HOEDOWN ��,� HOEDOWN �B� DESCRIPTION FASTENER SPEC. FASTENER °c AND QUANTI TY� 5PAG I NG 0 NAIL. NO OR I D CONNECTION A --- FOR NEW s EXIST. ROOF GE I L I NG FRAMING o _0 • 0 FOUNDATIONS AT RAFTER TO RIDGE �ry _ +' N CONNECTION: 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A I6d O Z 'tENDWALL ENDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER 0 T_(3) 2x FULL (3) 2x FULL CORNER STUD 2 2.WOOD 15 ASSUMED TO BE DF,s2 E BTR. IN DRY USE v -J N HEIGHT STUD HEIGHT STUD /CONNECTED TO FOR STRAP - 3 8 d x COMMON R.R. 2 iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST CORNER STUDTRANSFER SHEAR NAILS ® EA. END OF STRAP. O 3.S(EVIDENT DURING INITIAL INSTALLATION)SHOULD THE WOOD IN USE PRESENT )PREBORE THE NAIL SPLIT POTENTIAL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP O c m 4 O TRNNEGTED TO ANSFER SHEAR "SIMPSON" HD05 I FOR ROOF SLOPES UNDER 5:12 WITH �� • • • • • • • • fir HOLES,SET NEW MEMBER. O •+•+ IC) 2-I6d COMMON HOEDOWN ANCHOR® //rn 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • '�'� N LOCATIONS NOTED NAILS 0 6" O.G. b / ,• • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-Ibd COMMON EACH LAP C NAILS ® 6" O.G. USE 4 .5 d COMMON NAILS ® EA. ,� / Q O � 0 ON PLANS C O.G. IF BLOCKED • • a-- O" O.G. IF BLOCKED CORNER POST END OF STRAP. ��� 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO CORNER POST c.J G.TIES TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE W THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) "SIMPSON" H '6' "" 1 SPACING OF 16" O.G.; FOR SPACINGS 6.DIMEN51ONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END HOEDOWN ANCHOR ® OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS a SPIKES a TABLE RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END LOCATIONSON PLANNOTEDS ° a FACTOR OF I.S. GR -I. d CONNECTION BI 4 B24 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING ° — CONNECTION: �.--�'� U HOLDOWN INSTALLATION OPTIONS: . E53 2 44 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. (tL/) HOLDOWN CAST IN PLACE THREADED ROD " • • • END OF STRAP. • TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE +� FOR EXIST P GONG OR NEWLY GURRED FOUND.'s SEE WHEN IN TOWN OF ISLIP OR NAILING 1 NOTE GEOMETRY EXCEEDS THAT PERMITTED IN 7/8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • _ • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. •CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ----1 �jI V MAX. NAILING GRID ABOVE UTILIZE • • ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I ( I I - y SIMPSON #H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES (HIGH 5TRENOTH ACRYLIC ADHESIVE) FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • FOR TOENAILING - 3 8 d COMMON NAILS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD v FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME • N/7/8"� THREADED ROD CONNECTION • FOR G.J. TO R.R. - q I6 d COMMON NAILS REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, • ENDJOIST, or BLOCKING (FACE-NAIL) 2-Ibd COMMON 12 PER FOOT RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: APPLICABLE) FOR EA. PLATE TO STUD ABOVE S OR BELOW -- - HOLDOWN IGS HOLDOWN V' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a I6 d COMMON NAILS FLOOR FRAMING -- - - m FOR NEW d: EXIST. • JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATIONS FOUNDFOR NEWLY ATION ® ONE STORY ONLY RED CONNEGTION GI G2 • (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL ou �j2 TO STUD CONNECTION: BLOCKING To SILL or 3-I6d COMMON EACH BLOCK HOLDOWN ANCHOR® 2-16d COMMON HEIGHT STUD • _ TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® 6" O.G. d ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER P057 lyNAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST J ° I III FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d rCMI,4CN 1 BELOW - 2 Ib d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O. BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT —� • ROOF SHEATH I NC a d STRUCTURAL PANELS: d INTERIOR ZONE 8d COMMON 6" EDGE / 12" FIELD SOLID PERIMETER EDGE ZONE s 8d COMMON 6" EDGE /6" FIELD a SIMPSON" STFD14RJ CONNECTION DI 4 D2 r BLOCKING GABLE ENDWALL RAKE OR RAKE TRU55 w/ Sd COMMON 4" O.G. HOEDOWN INSTALLATION OPTIONS: ® EA.BAY UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s - - HOEDOWN CAST IN PLACE w/7/8"� THREADED ROD • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NC SHEATHING FOR EXIST. P. GONG. OR NEWLY GURRED FOUNO.'s % x • _ _ 7/&"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 1/2" MIN. I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), 8 FOR TEMP.'S O"F-40"F USE "51MP50N" AT MMNER FOR STRAP - 3 8 d* COMMON N - ° — AILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR END OF STRAP (WRAP STRAP UNDER SILL PL.) I WALL SHEATHING ° SPECIFIED ON D FOR EXIST. /NEW G M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - STRUCTURAL PANELS Bd COMMON " FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN � ° { - - w/7/8"(P THREADED ROD 2 I6 d COMMON NAILS ( i 6 EDGE / 12 FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD T FLOOR CONNECTION w/ # LPT4 SIMPSON (OR 1 STRAP w/(3) z NA I La I N0/STRA�F I N(5@ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES Sd NAILS® EA.END W OF EA.STRAP TO o EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE __-- _ 0 NOTATION: SIMPSON H2.5A) STRUCTURAL PANELS: A - NUMBER OF 8d NAILS® EA. END OF STRAPPING (2018 WFGM,TABLE 3.1,P. Oct) CONNECTION E I" or LESS: 8d COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.23B,P. 291) GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2018 WFGM,TABLE 3.236,P. 292; • • ALTERNATE AS PER TABLE 3.23D,P. 293) • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q A D (201& WFGM,TABLE 3.1,P. 189) 41 AT STUD TO FLOOR ASSEMBLY TO SILL o E - NUMBER OF JACK STUDS 0 EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P- 255) ° FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF I66 NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) 0 EA. SIDEPLATES) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G (DOES NOT APPLY TO DOORS) (2018 WF-M,TABLE 3.8,P. 191) d ° ° ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: 'd ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERSTHE TABULATED NUMBER OF ° °° d ,° °d° ° NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. E _ ° ° ° FOR STRAP - 3 8 d* COMMON NAILS a EA. 3 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE E RATH FASTENING SCHEDULE B �"'�-�1 ° °° ° d � USED. RESIDENCE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TO STUD ABOVE $ OR BELOW - 2 I6 d COMMON NAILS A - -NOTATION ROUGH A B G D E F G OPNG 580 WIGGINS LANE 2 I I I I I GREENPORT NY 11944 4 1 2 2 2 2 Sf='L I C I NC OF TOS FL.ATE GABLE ENDWALL DRAWING TITLE: * - PROVIDE (2) 2"x10" HDR (MIND "U.O.N. b'-O 5 I 3 3 3 3 BRAG I NG/STRAPPING (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) _ TOP PLATE BLOCKING 2 FOR RAKES 12"OR OLDOWN, ANCHOR BOLT, 3 4 4 4 } SPLICE } BAYS BACK® LESS PROVIDE TOP PLATE SPLICE REQUIREMENTS TOP PLf�TE SPLICE REQUIREMENTS BLOCKING® 12"O.C. STRAPPING, & NAILING DETAILS LENGTH 4'-O" D.G. TO ACHENE RAKE O.H. FOR WIND - EXPOSURES B#G - FOR WAND - EXPOSURES 58G - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE'S°' BUILDING MINIMUM SPLICE'�'� DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) TYP.STRAP w/(3) PAGE: 8d NAILS EA. END 12'-O"O#� 2'-O"/2'-6" 12'-D" 3'-O" OF EA. STRAP ANOR BOLT ���0 I � I OATI ONS I6'-O" I6'-0'" 4'-O° ATTIC G-003mOO 20'-0" 41-011/5'-O" 20'-0" 5'-O" BLOGKIN6 2 BAYS SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.213, P. 15-7-160) „ BACK® 4'-0” O.G. 24'-O" 4'-0"/5'-0" 24'-0' 61-011 DATE: 8/12/23 CORNER 3q• 3 OF 11 CONDITION FOR ALL STRUCTURES: %N P ANCHOR BOLTS ® 39" O.G. 28'-0" 5'-0"/6'-3" 28'-0" 32'-0" 6'-0"/T-6" 32'-0" SECOND FLOOR n Q i NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O° 51-0"/10'-O" 40'-O" 11'-O" I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS `y r,�`l 0 END 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL BACK®TMPOSTORGAP w/(3) r w/ 3" SQUARE WASHERS AND END NUT SETUP; 2,TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-Q" IQ'-O"/12'-b" 50'-0" 13'-0" CONDITION IN EXPOSURE B P Q TOP TWO COURSES SOLID ad NAILS EA. END L; 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-011/15'-0" 60'-0" I6'-O" OF EA.STRAP 11� HEI6HT5 FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT I 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -70'-0" 14'-0" PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" d: 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80'-0 V i �,tt`e ' 80'-O" 22'-O" FROM ENDS AND CORNERS (TWO d3 CORNERS) 4'WALL- 1.125 (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKING 2 BAYS II'WALL- 1.3-15 12'WALL- I.5 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-O"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS __ - CONTINUOUS BUILT-UP C IRDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REa'D FOR FRAMER TO HAVE A F I REBLOGK I NC FOR PLATFORM NOOD FRAM I NC WORKING KNOWLEDOE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) -- --- ----- BETt"EEN 1/6ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) 0 CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Ld BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -J D NON-LOAD BEARINGS WALL OFFSET FROM SUPPORTMAX.32" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. M A (2)ROWS IOd NAILS• 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE • w 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS ++ N SND NAILS• 12"o.c. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. Q B (3)ROWS IOd SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE C 0) SUBFLOOR c (2)ROWS 1/2"m BOLTS o 12.O.G.STA&CERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE T— 0 PLATE SERVE AS FIRESTOPPIN6. •' �— �_ DBL.o ENDS TWO-PIECE SOLE PLATE BUILT UP GIRDER P MAX.32" NAILING: 0 D (2)ROWS I/2"m BOLTS O Ib"O.C. SOLE PLATE TWO-PIECE GIRDERS A2E TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. •+� N }. E (2)ROWS I/2"m BOLTS O 24"O.G. BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE p Ln Z �} 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING (2)ROWS 3-3/8'TRUSSLOCK SCREWS® 12"O.G. E 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. n- • Ir- 5 F SCREWED ON(1)SIDE OF MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH � � x U N r(2)ROWS 3-3/8"TRU55LOGK SCREWS• Ib"O.G. P B SIDE w/ IOd NAILS, THC NEAR EACH END OF EACH b. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE SCREWED ON(I)SIDE OF MEMBER O h —-- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN M (2)ROWS 3-✓/b"TRUSSLOGK SCREWS• 24"O.G. O 0 ■" p, I BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIREsroPPING. � O JOIST H SCREWED ON(1)SIDE OF MEMBER MAXIMUM OFFSET THREE-PIECE ++ i-+ (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.G. BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND CV Q JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P — 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS 0 MATCHED SIZE OF BLOCKING -— --- NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q 0 UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND ��((2)ROWS 5"TRUSSLOCK SCREWS m Ib"O.G. 4 ^ ` L IISORE-ED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE W PARTITIONS 0 32" D.G. BLOCKING SND - - --- OTHERS STAGGERED W A DISTANCE OF NOT MORE / 3 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRUSSLOCK SCREWS® 24"O.G. BETWEEN 1/b DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER d 1/4 OFA THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD SLOGKIN6 OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CEILING L I NG BRAG I NG FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS NOTE: P —10 STRINGER TO SERVE AS FIRE5TOPPIN5. GANTI LEVERED FLOOR I.BEAMS s HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/20d NAILS AS SPECIFIED 6_ CABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER d CONNECTION PATTERN'B'WHEN 10"OR LARGER P FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR STUDFRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH e — 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER BUILT UP BIRDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH 5UBFLOOR SOLE: PLATE 2"x4"CONTINUOUS G°`B�END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF v LATERAL BRACE® V O.G. T THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN5 lOd NAILS TRU55 OR n ` �Y1 BAND BOLTED TO STEEL GOLJMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE (VI Jl W JOIST 2) LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL -4—jlo) 8d I `✓ I PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON ' A M I `L O PATTERNS FOR SIDE LOADED BEAMS (I� " FLUSH B E A M S> -LOCATIONS REQUIRUN6 FIRE5TOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES,WILL SERVE •NAILS AS FIRESTOPPIN6. FIRE- FIRE WOOD FIRESTOPPING FIRE5TOPPIN6 STOPPING STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING SOLE ! 1 MULTIPLE-PIECE MEMBERS `f JOIST „ _ Sd COOLER NAILS o 10" O.C. NAILED BOLTED IilMIII `J BLOCKING 2"x4"BLOCK NAILED TO EA.BRAGS I ' 2 ROWS Ibd :3 ROWS Ibd 2 ROWS 1y 2 ROWS X2 2 ROWS X� VERTICAL w/(4) IOd NAILS COMMON COMMON BOLTS a 24� BOLTS BOLTS FIRESTOPPIN6 WHEN 20 A.STRAP O 12"O.G.° O 12"0.0• O.G.STAS=0 O 12'OCG. O b•O.G. COVERING,15 APPLIED e —^ STUD GYPSUM BOA 9 — TWO ROWS 12"O.G. THREE ROWS 12"D.G. TO UNDERSII OF III v , DOUBLE PLATE • 5d COOLER NAILS® 10"O.G. (IO)8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 5 LOCATION 4 JOISTS NOTE: ENDWALL STV AS NOTED IN NOTES -1 4 5 5 NONCOMBUSTIBLE ALTERNATE W JOIST SHALL BE LOCATED DIRECTLY • EDGE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 LO AR R VEON n R STUDS,UNLESS TOP PLATE 15 4'o /12"® FIELD FULLY BLOCKED SOLE DESIGNED TO CARRY THE LOAD SCREWS Ob- tY4"TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2•FROM ED6Es P4000 FIREsrOPPING 2.BOLT HOLES ARE TO T THE SAME DIAMETER A5 THE BOLT AND SHOULD LOCATED 2' TWO ROWS 24'O.G.STAGGERED TWO ROWFIRESTOPPIN6 S b"O.G. I t LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THRR OUGH THE FULL INTERIOR STUD DA=TA I L THIGCNE-55 OP THE MBER.MEUSE HASHMS UNDER HEAD AND NUT. O OVERLAID ROOF s.STA66ER EACH ROW OF FASTENERS BY 12'. O p p n p p n n �. A NOT ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE 5PEGIFIED NAILING 15 FROM EACH 5IDE. I III TO BEFEILI ED � � � NONG4hEIU5TIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE U5ED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 � ' \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED F01 FOR a•o.c.NAIL sPAG1N6. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING W/ 1.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LESS FIPZSTOPPIN6 4 5d NAILS LOCATION 8 LOCATION Q ® EA.END® R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"0/,)FOR DEPTHS OF 14",Ib•t It". FULL WIDTH LOCATION 10 2" BLOCKING ZO N GONSTRUGTION DETAILS I$ KND LOAD PATH GONNEGTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL. - XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. 11 R.R.AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR* 'SHED' WOOD JOIST -O WOOD .J01 CRIPPLE STUD ROOF,R.R. IN LINE BLOCK I NC JOIST HANGER GENERAL REG2U I REMENTS FOR GENERAL REQUIREMENTS FOR HEADER O z ui INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER WOOD GIRDER WOOD J �JOIST JACK STUDS , 0 MAIN MEMBER d' W O JOIST FRAMING OBER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION PROJECT: I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF D1AM.x s APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENGIGULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, AS SHOWN ABOVE E RATH THE MEMBER, STRAIGHT THROUGH AIV BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 40" ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST RAFTER o RESIDENCE SIX TIMES THE DIAM. OF THE NAIL 5. TO AVOID 5PLITTIN6, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. SUB FLOOR - - 580 WIGGINS LANE DOUBLE JOIST TOP PLATE GREENPORT, NY 11944 DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION FIREBLOCKING DETAILS Vel I NO RESISTANT GONSTRUGTI ON CONNECTORS PAGE: CONNECTION LOCATION: PART NUMBER: NOTES: M004000 RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 8/12/23 4 OF 11 RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER PLATE-TO-WALL STUD G520 @ 18" APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD G RED�'� ��► HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16iy'k"'� APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE NA t IST. FLOOR-UNDER-SILL PLATE G520 (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. O E N E RA L— 5 I I " I B O L K E I ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. 0- **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** Q EXISTING TO BE DEMOLISHED �,-� NEW PARTIAL HEIGHT cl F �` L9 WOOD FRAME (L.O. STL. WINDOW CHART W F-� EXISTING TO REMAIN WHEN APPLICABLE) W -- - I -- EORESS J 0 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT - NEW FOUNDATION WALL TAG I TYPE MODEL # OPENING PROV. PROV. (V NEW WOOD FRAME (L.G. WIDTH REO'D: 20" SMP' PER PER Q '•+—' Ln STL. WHEN APPLICABLE)' HEIGHT REOV:24" UNIT UNIT 0 WIDTH HEIGHT WIDTH NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL HEIGHT OPEN REO'D: 5.7 S.F. - 0_ __ ___� WOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A(4) CASEMENT GWI4 V8 V O 3/8' `��-0�� O - _ POST FOR b" WALLS), U.O.N. B(2) PICTURE P5540 3�8 41/2 13/16" -- NEW 2-HR FIRE RATED 4-O 10.8 13.6 L CV O Lo Z 'C� WOOD FRAME L.G. STL. G(2) - -- - CASEMENT GXI4 2'-8"� V2o V2� 4-O 8.1 7."1 �- •v N WHEN APPLICABLE) - U DOOR SCHEDULE O O s 0 :,1--j LC) 111 O 2 0 4-10" MATERIAL Q a- :2 O•• TAG DESCRIPTION MANUFACTURER p -i N FIRE NOTES 45 MIN. RATED 6'-lOy2" b'-lOy2" WIDTH HEIGHT W < TING (3) 2'X8'—A GO (3) 2"X8" AGO - LF-CLOSING --- - II FIRST FLOOR DECK BEAM DECK BEAM .-J ' 101 SINGLE SWING ANDERSEN 3'-0' b-8" PATIO EWAY 1 ` 102 FSINGLE SWING ANDERSEN EA 1 I� (� 1x EEEJJJ I W w O iv Q 12"X5'-O"XIO" POURED I 3 `� r GONG. PAD BELOW ' z n ® I STAIR STRINGER 103 RESERVE �� 1 u • 104 DOUBLE SWING -� ANDERSEN 14*01= � F BARN DOORS —{- 12"X5'-O"XIO" POURED " - --- I I _ ;' 105 GARAGEO" • _(3 2"XS" AGO 3) 2"XS" AGO_ I GONG. PAD BELOW DECK BEAM H DECK BEAM D STAIR STRINGER - I I p I -4'-6" • — (n ryQ0 Ft>-- D F-� - - $N n 1 Lu ® 8" POURED GONG. DROP TOP OF `L/ 7'-7y2" 7' 2" FOUNDATION WALL ON FOUNDATION 16" TO 8"X18" CONTINUOUS ALLOW SLAB TO POUR - O FOOTING THROUGH - --------------- - -- - ---------------- - - ------- - ---1--- ---- L----- -- �) 2"X8" AGO (3) 2"XS" AGO 3Z2"X8" AGO (3) 2"XS" AGO _ !3) 2"XS_AC� _ _ (3� 2"XS" AGO DECK BEAM DECK BEAM- -� DI-G7 8E� DECK BEAM DECK BEAM I I _ 10'-I" I cV I � �V b"xb" 501D P05T ONj� 2"XS" AGO LEDGER - - - - 12"X12" PG PIER ON cV cv Q O " 20">(20""" DP _ - - - - O I E W � Lu Q � FOOTING-BOT. OF 6i \ ® Z ® FOOTING 36" BFO �- IL .2 T-2-- 7'-5Y2" T-2" I I I 4" PG SLAB W/6X6 ' WIAXIA KHM OVER 10 MIL _ (3) 2"X8'�. "XP�" ACO_ _ (5) :2"XS" AGO 3Z2"XS" AGO _ (3) 2"XS" AGO _ I I `A POLY VAPOR BARRIER ON H DECK BERM DECK BEAM DECK BEAM DECK BEAM DELI-G BEAM I 4" COMPACTED RGA - - - - - 3_�2 • •' I 0 -jO 4"X4' SOLID POST ON I I I 10" DIA. PG FOOTING-36" DEEP, i !uu a® in TYP FOR Ib" I 3 I I- ------------- L _ 2''"'- AO LEDGER - I I I L - _ _ - - - - - - - J I EXISTING FOUNDATION I 18"XIS"XI2'D PAD FOOTING WALL TO BE OUT DOWN SEE DETAIL BELOW SLAB TO - ALLOW NEW SLAB TO ALIGN WITH EXI5TIN& I-I I I-I A-301 U 9'-10" cy O I F -1-A � I DROPPED TOP OF I I I I LEXIST. 2 GAR I I tij FOUNDATION Ib" TO I I EXISTING 8" POURED GARAGE SLAB ALLOW SLAB TO POUR CONCRETE THROUGH - - - - - FOUNDATION WALL AND FOOTING TO REMAIN PROJECT: LIST. ERATH FOUNDATION _ Q I I I RESIDENCE 4 PG SLAB W/ 10"XIO' W 4HM OVER O COMPAX 4.0CTTED RGA 580 WIGGINS LANE EXISTING FOUNDATION REMOVE 16" OF EXIUPPER T NG 3 OPELNING GARAGE REQUIREDIOO FOR NEW _ _ _ _ GREENPORT, NY 11944 GARAGE DOOR 3'-O" Ll _ DRAWING TITLE: to OPENING _ _ _ ---- PROPOSED FOUNDATION PLANS I I I 2' 5" I I D EXISTING OARA&E DOOR POSITION i O LL — — - - - — — — — — — — — — - I I v PAGE: A-101. 00 I I I I I I II I I DATE: 8/12/23 5 OF 11 — — - - - - - - — I I SD cWO o y�� - -- - °� , ; , FROFOSED FOUNDATION FLAN FOFt -HAB I TABLE Si=>AGE; - GROSS AREA SCALE: 1/4" = 1'-0" OENERAL` ERAL: I t'llillf5OL ISE I : Q ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "G-003" FOR NAILING S STRAPPING DETAILS. _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT Q � '�*SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFAGIURER•* W WOOD FRAME (L.G. STL. W WHEN APPLICABLE) - - EXISTING TO REMAIN - WINDOW CHART J Q NEW FOUNDATION WALL -_--- - NEW WOOD FRAME (L.G. -- EGRESS w N 5TL. WHEN APPLICABLE) - CLEAR LIGHT VENT Q _ ROUGH OPENING WINDOW DIMENSION ++ Lf) NEW I-HR FIRE RATED TAG TYPE MODEL # OPENING TEMP. PROV. PROV. � C O _ w10TH REOV: 20" PER PER 10 HEIGHT REOV:24" '^ - WOOD FRAME (L.G. 5TL. MIN. 2 2 x STRUCTURAL UNIT UNIT POST FOR 4" WALLS WIDTH HEIGHT WIDTH HEIGHT OPEN REOV: 5.1 S.F. O w WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 2'-4 4'__O7[_2'-4 - - _ - _ � O P05T FOR 6" WALL5), U.O.N. A(4) CASEMENT CWI4 7/8" 2" 51v, 4'-O" 7'2 Lo Z NEVq 2-HR FIRE RATED L 3/8 1/2 13/16 4- .-0 -O 10.8 13.6 O •� r- WOOD FRAME (L.G. 5TL. B(2) PICTURE P3540--- -5 4'-O 3'-4 „ WHEN APPLICABLE) Q (V C(2) CASEMENT OXI4 2'-8" V211 IF V211 4'-O" 8.1 7.7 c x0 j CO --- - - -- _1F O O m -w -- - -- ..c O , +j Lo -a-+ N DOOR SGHEDULE - - ---- -- - ----- .- 0- :2 o I4'-10" 3a'-6" DOOR J MATERIAL 6) TAG DESCRIPTION MANUFACTURER p A N FIRE NOTES WIDTH HEIGHT < RATtNG 45 MIN. RATED SELF-CLOSING FIRST FLOOR -- 101 SINGLE SWING ANDERSEN - 3'-O" I�- b'-8" , • BREEZEWAY ^^ NEW 36" HIGH PORCH 111 u PATIO - Q) (L_}L'_11 RAILING ALL AROUND = 102 SINGLE SWING ANDERSEN 3'-O" - b'-8" DECK W/4"X4" CORNER POSTS 103 RESERVE L___ __A--- ��I • DOUBLE SWING ANDERSEN b'-OIL- '-8" I • I� �� BARN DOORS JJJJJJ 6 __ L ---- 0 105 GARAGE I S'-O" 7'-O" . �L - IIJl _ ui NEw 6"X6" COLUMNS TO SUPPORT ROOF STRUCTURE FOR NEyr (3) I ® MAX. 1.5" - EX15TINO DECK TO BE 5'-0" 4'-SY2" - COVERED PORCH TYP. ON (2) rr ® MIN. 10" REMOVED FOR 5 LINE OF ROOF A ALJ OVERHANG ABOVE D D 13'-31/2" $- ----------- I o N 3 X 26'-4" N ----------- --------- ---------- -I - 1 r --- - ----------------- - ------ --- ----� � O in 10'-I" 6'-O" 10'-3° NEW 3 1.-75" 415" LVL BEAM - Q z WRAP w/ Ix AZEK I z rn NEW(3) 1.15"xa.5" LVL BEAM NEW(3) 1.15"xa.5" LVL TEAM I WRAP w/ Ix AZEK WRAP w/ Ix AZEIGI 1 _ D I p I I I NEw COMPOSITE DECKING Yy/ - FRAMED WALL ON I CONGEALED FASTENERS, in EXTERIOR WALL DECK TO CARRY SHED NEW 3b" KISH AZEK I PROVIDE 6" TRIM BOARDS CONSTRUCTION 2"X4" DBL. POST ROOF FRAMING ALONG EDGES STUD FRAMING 6I6" To BEAM 104 ABOVE, ALIGN WALL COMPOSITE PORCH I 0! RAILING ALL AROUND O.G. W/�" COX WITH EXISTING Qr DECK I PLYWOOD 5HEATHIN6 - - V AND TYVEK HOUSE NEW (2) 2"x10" HDR i O O WRAP w/CEDAR SHINGLES SIDING J PROPOSED IJ K ® =N Qi DECK ALIGN NEW DECK WITH /�I 0 FRAME HEADER INTO �d Qr 865.4 SOFT. STREXISTING DECK, CONNECTORTYPICALTYPICAL !n Q REPLACE ALL DECK _ I X_ BOARDS - BOTH ENDS Q ij NEw(2) 2"x8" AGO w r EXISTING GARAGE -� wALL TO BE REMOVED z I DOWN TO FOUNDATION LEDGER BOLTED TO WALL TRP. POSTi I w TRP. POST TO BEAM I II z TO BEAM I �I- I i NEw (3) 1.15"x11.81" DP LVL 3'-3y2" - - - - - I NEw(2) 2"xB" AGO LEDGER BOLTED TO WALL - - - J 1 S O nEXIST. LIVING J I EXIST. O O O I I ROOM NEW TJI 560 II 1/8" DP w BREAKFAST ROOM 410.a SQ.FT. II x ® 12" O.C. 1 I52.1sa.F7. I-I N f �n�cr�onruc�tct de- c 6r' i I-I 0 D A-301 11 = A-301 A rc�ui rtd 1 �" :c1 EXIST. I z KITCHEN D i z i DBL. POST m � 251.1 SOFT. 3'-5" 3'-O" 3'-5" x I TO BEAM O m F1 I NEw (2) 1.15"x11.81" DP LVL I L- -I MOD. I PROJECT: 2 GARIOI )-DBL. FOSTI _ TO BEAM (.1,53, GARAGE I v SOFT. 684.4 1 N NEP (:2) 2'x10" HDR ERATH REF. Q 1 '� �T '"� EXIST. wD. SM. AND 1 RESIDENCE PROP. COLUMN TO BE EXIST. EXIST. COVERED NI ., ;r (f REMOVED 1 - - HALLWAY ON BREEZEWAY I ' ��41[+1 "� �y - i2.1 SQ.FT. r N I Vj� poli 1 - z 580 WIGGINS LANE NEw TJI 560 11 1/8" OP GREENPORT, NY 11944 - NEw (2) 2"AO" HDR ® 12' O.G. I NEw GARAGE DOOR I EXIST. DINING �°MBLIS ON 254.5 SOFT. THIS SIDE OF DRAWING TITLE: ROOM 102 OPENING EXIST3'_Or M . m NEw(2) 1.15"x14" DP LVL - PROPOSED FIRST FLOOR PLAN x BATHROOM ' I � I 3a.5 SQ.FT. ri105 DEN / OFFICE - PAGE: EXIST. 2ssb sQ.Fr. r FOYER REMOVE E(STING RKALL AS D A-102mOO 113.4 Sa.FT. REQUIRED TO CENTER i EXIST. NEW GARAGE DOOR O LAUNDRY ROOM 65.5 50F7. DATE: 8/12/23 6 OF 11 EXIST. � SSO A�C�c�f GONG. PAD GJ (y p �` t EXIST. DN Q 6>y r `p�y�, 037 )Ib PROPOSED FIRST FLOOR PLAN O 1�7l 8.8 S.F. HABI TA5LE SFAC E; 2660.1 S.F. GROSS AREA SCALE: 1/4" = P-o" (5EI ` ERAL 5�ls-�BCL <EI : Q EXISTING TO BE DEMOLISHED TIAL HEIGHT WOO FRRAME (L.G. STL. Lij 0 I WHEN APPLICABLE) EXISTING TO REMAIN J � NEW WOOD FRAME (L.G. NEW FOUNDATION WALL STL. WHEN APPLICABLE) Q tf Lo N NEW I-HR FIRE RATED a MIN. (2) 2"x4" STRUCTURAL 1 O POST FOR 4" WALLS WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � O POST FOR b" WALLS), U.O.N. N NEW 2-HR FIRE RATED L WOOD FRAME (L.Ga. 5TL. - Z WHEN APPLICABLE) "6 "N >, o 5 I c :3 co o C:) M - O Lo Np Q � � � 0 (D D t� �_ T e — O 26'-4" v Q) `y A B A _ — — — — — - — — - - - - - - - - - -- - - - - - - - - NEW (2)12"x10" HDR I r 1 j\ N I I `CENTER WINDOW OVER � DOOR BELOW I in e - 4'-3" m I NEW I r t� DOWN I NEW 2"x8" G.J. 4 z ® 121, G IY li Q 1 42" HOT. HANDRAIL AT STAIR OPENING s I-I A-501 Iz A-501 PROP. I � STORAGE I m I UNHEATED FINISHED 813.6 SQ.FT. �0 I TS PLY.SUBFLOOR 50REWED 4 CLUED TO F.J. I I IG Z W 0 to NEW(2)2"x10" HDR Q - - - - - - - - - - - - - o A7 B A PROJECT: ERATH RESIDENCE 580 WIGGINS LANE GREENPORT, NY 11944 DRAWING TITLE: FROPOSEO ) SECOND FLOOR FLAN PROPOSED SECOND FLOOR PLAN = 815.1 S.F. HABITABLE SPACE; 815.7 S.F. OROSS AREA SCALE: I/4" I'-O" PAGE: DOOR 5GHEDULE ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING 8 STRAPPING DETAILS. - ---- --- **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** A-103000 ---- , DOOR ORMATERIAL - - -_-- - - WINDOW CHART TAG DESCRIPTION MANUFACTURER FIRE NOTES - - -- __----- -.- --- Q RATING EGRESS WIDTH HEIGHT ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT DATE: 8/12/23 7 OF 11 3 45 MIN. RATED TAG TYPE MODEL # OPENING TEMP PROV. PROV. SELF-CLOSING WIDTH REO'D: 20" PER PER HEIGHT REO'D:24" UNIT UNIT FIRST FLOOR �- WIDTH _ HEIGHTIL WIDTH HEIGHT OPEN REG2'D: 5.7 S.F. --- -- - 101 SINGLE SWING I ANDERSEN 3'-O' b-8 I • IPATIO L '�L-V8' V2' 3/8 BREEZEWAY CASEMENT GWI4 3'-5 - IL- t SO AC ��u ----- 4-O 3-4., 4'-O" 10.8 13.6 .��i B(2) PICTURE P3540 102--j— SINGLE SWING ANDERSEN 3'-O" b'-8" • • AF- I F _ 3/8' Ir 4' O 12/16 -'f... - -F-A ��5 �,N M P �,'��� � 103 RESERVE G(2) CASEMENT GXI4 2-8 V2 V2 . " �, �< - f 0 � 104 DOUBLE SWING----- ---- ANDERSEN --1 - -b'-O - - b'-8" �re ��I� BARN DOORS LLL��� 111111 � --- lo� -- GARAGE 1 18'-0" 7'-01, l IIII I _ ��,y,T 037� e� Q D Ld J p LO O 1- 0 O . O p � cq LnZI-q- >1 XO USI REMOVE EXISTING ROOF SHINGLES Q O m ++ (— - IN THIS AREA TO EXPOSE ROOF NEW REVENGE GABLE FRAMED W/ --' \� SHEATING. APPLY CONGEALED 2"X6" RAFTERS OVER EXISTING --' �� MEMBRANE FLASHING OVER C Q p ROOF SHEATHING. MATCH EXISTING -- ENTIRE EXPOSED SURFACE Q :2 Q ROOF PITCH. ALIGN RIDGE W/- Q)CENTER OF WINDOW BELOW - \ - � 12 I'-O" m W W AZEK TRIM �J A O / BOARD AT FASCIA d - GABLE END • N FLARE OUT 51DIN6 AND TRIM K/ I"XS" `N / AZEK FRIEZE BOARD p` v CEMENTITOUS /� • _ CLAPBOARD SIDING \` HARDIPLANK 8" V J EXPOSURE V./ LL 102 -['-�EXISTINS ROOF FRAMING TO BE REMOVED MAINTAIN MIN W CLEAR SIDING TO GRADE ENCLOSED OPEN BREEZEWAY W/STUD FRAMING AND INSTALL NEW DOOR NORTH ELEVATION (FRONT) SCALE: 1/4" = 1'-0" U) z w O U H Q D CONTINUOUS RIDGE VENT PROJECT: --- -- - - - -- - -- - - - -- - - ERATH RESIDENCE OAF TIMBERLINE ASPHALT 5HINOLE5 OVER I5# FELT ON IGGINS LANE 0 A-C GRADE PLY. �� � GREENPORT, NY 11944 SHEATHING I"X6" AZEK TRIM-/// RIM DRAWING TITLE: BOARD A&ASS ND PROPOSED EXTERIOR ELEVATIONS FLARE OUT SIDING AND TRIM W/ I"XS" AZEK FRIEZE BOARD CEMENTITOUS PAGE: CLAPBOARD SIDING HARDIPLANK 8" AR EXPOSURE A-20LOO DATE: 8/12/23 8 OF 11 EAST ELEVATION (R I O HT SIDE) SCALE: 1/4" = 1'-0" 0374 FOF��� . Q M J v w ^' Q � `Lo LJ. Z) II- 0 O � O Lf) Z x0 l c :3 c0 O O m s O Lr) 04 Q C) 12 VJ GAF TIMBERLINE _ -- - --- - - -- - ASPHALT SHINGLES OVER 15# FELT ON J" - A-r- GRADE PLY. SHEATHING "X6" AZEK TRIM- BOARD RIM BOARD AT FASCIAS GABLE END FLARE OUT SIDING AND TRIM W/ I"XS" AZEK FRIEZE BOARD U GEMENTITOUS CLAPBOARD SIDING HARDIPLANK V EXPOSURE 104III HII e °-- EXISTING ROOF FRAMING TO BE REMOVED MAINTAIN MIN 5" CLEAR SIDING TO -- GRADE - -- ---- - I - fH- ENCLOSED EX15TIN6 PAIR 3'-O"X6'-8" EXISTING SLIDING pPEN LATTICE NEW 6"Xb" COLUMNS SWING BARN DOOR OPEN BREEZEWAY W/ OLA55 DOOR TO NEW ROOF STRUCTURE OVER STUD FRAME AND SCREENING AROUND ENCLOSED S PORCH. ROOF MATERIAL ROLLED OVER ROU APRON REMAIN 36" HOT. PERIMETER OF DECK FIBERGLASS COLUMN OVER ROUGH INSTALL NEW DOOR ASPHALT SHEETS OVER i" DENS PERMACAST RAILING GONERS - PROVIDE FRAMING FULL TRADITIONAL STYLE GLASS OVER A-,-, PLY. PERIMETER OF DECK SYSTEM W/ I"XI" GAP AND BASE SHEATHING BALUSTRADES AT 5" O.G. SOUTH ELEVATION (REAR) SCALE: 1/4" = 1'-0" z w O U CONTINUOUS RIDGE VENT I- Q EXISTING BREEZEWAY ROOF PROJECT: STRUCTURE TO REMAIN, MODIFY AS OAF TERLINE NECESSARY TO TIE INTO NEWALL _ ERATH ASPHALT SHINGLES '-O" RESIDENCE -- W I OVER 15# FELT ON i" NEW INFILL WALL TO ALIGN WITH A--r- GRADE PLY. -- - - - ----- - EXISTING BEAMS SUPPORTING SHEATHING ROOF STRUCTURE 580 WIGGINS LANE I"X6" AZEK TRIM NEW INFILL WALL CONSTRUCTION, BOARD AT FASCIAS 2"X4" STUD ®16" O.G. by�" GDX GREENPORT, NY 11944 GABLE END PLYWD. SHEATHING AND HARDIPLANK CLAPBOARD SIDING FLARE OUT SIDING / - DRAWING TITLE: AND TRIM W/ I"XS" \ FINISHED FLOOR OF WALKWAY TO - EXISTINO AZEK FRIEZE BOARD s----------- - ---------------------------------------------- - _ \ - - FL OR N GARAGE FINISHED PROPOSED EXTERIOR ELEVATIONS GEMENTITOUS CLAPBOARD SIDING FINISHED GRADE TO BE I" BELOW HARDIPLANK 8" FINISHED FLOOR AND PITCH AWAY EXPOSURE FROM FOUNDATION MAINTAIN MIN 8" PAGE: CLEAR 51DINO TO GRADE NEW PG HAUNCH FOUNDATION TO EXTEND 36" BELOW FINISHED Aa -202mOO NEW 8" PG FOUNDATION WALL ON 8"X16"PG GRADE FOOTING W/2"X4" KEY FOOTING TO BEAR ON UNDISTURBED SOIL 36" BELOW GRADE - PIN INTO EXIST. FTG. AND F. WALL EVERY I' O.G. EMBED 6" INTO EXIST AND NEW;USE #4 REBAR 1 _ i DATE: 8/12/23 9 OF 11 1 o I kSD AP, 46 ' I t NEST ELEVATION (LEFT SIDE) � z X'� Q �3 SCALE: 1/4" = 1'-0" N� `� .: 03 ,0 Q Ld J p w ^, SHINGLE OVER RIDGE '� o VENT = L • 1.15"X9.5" LVL RIDGE CONNECTION 'A' AS Q Lo Z BEAM PER PACE 6-003 CONNECTION 'BI' AS NEW RIDGEOAF TIMBERLINE O V PER PAGE 6-003 NEW R.R. TO G.T. 12 ASPHALT SHINGLES 3 OVER 15# FELT ON m =3 m -� A-G ORADE PLY. O 7- Lo `GE Lo \ 5HEATHIN6 '� � -1-�+ , R PL N,f NEA C.T. ;NSW\ -+� ON -� _ c v < :2O 2"XS" RAFTERS AT �A 16" O.G. W/COLLAR TIES AT 32" OPEN EXPOSED FRAMING PROP. STORAGE UNHEATED BFINISHED T46 PLY. CONNECTION 'GI' A5 m 5UBFLOOR SCREWED AND OLUED TO PER PAGE 0-003 n 1 m m FLOOR JOISTS NEW STUD TO W t i i -- - - FLOOR ASSEMBLY n ANEW F.J. AS PER PLAN - - - - - - - - - - ----- FACE MOUNT JOIST • -- HANGERS HU5412 CLEAR SPAN TJI 560 (2)1.15"X11.81" LVL HEADER FLOOR JOIST II P"®I6" O.G., PROVIDE 2 ROWS OF SOLID BRIDOINC EQUALLY SPACED ALONG SPAN MOD. NEW STAIRS 10" TREAD d 2 GAR 8" RISERS W/36" GARAGE HANDRAIL MAINTAIN MIN 8" CLEAR SIDING TO I— GRADE - - - 4 A-401 SEGTI ON 1 -1/A-501 SCALE: 1/4" z w 2"XS" RAFTERS AT V 16" O.G. W/COLLAR -- TIES AT 32" ir ui OPEN EXPOSED UW CX�C '; ,� FRAMING D D 0 PROJECT: PORTION OF EXISTING 6ARACE STRUCTURE TO BE DEMOLISHEDERATH I'-O' 42" RESIDENCEHOT. HANDRAIL AT PROP. r STAIR OPENING TYPICAL EXTERIOR WALL �---;;-- n--------T�TC�17A6E------n--------T------- -- , Ism- GONSTRUGTION,2"X4" STUD UNHEATED $FINISHED42" HOT. HANDRAIL AT FRAMING W/ " GDX PLY. STAIR OPENING GONNEGTIONGI' AS 580 WIGGINS LANE SHEATHING d TYVEK VAPOR BARRIER GLAD K/ NEW STUD PER PAGE 6 6-003 GREENPORT, NY 11944 18" CEDAR PERFECTION _ _._� ly _ _ 1 SHINGLES W/6" EXPOSURE III N FLOOR ASSEMBLY TO 5"X11.81" LVL -- ----- ----------------------- CLEAR SPAN TJI 560 DRAWING TITLE: TdG PLY. FLOOR JOIST II J" ®16' BUILDING SECTIONS SUBFLOOR SCREWED O.G., PROVIDE 2 ROWS OF NEW 5TAIR5 10" TREAD d AND GLUED TO SOLID BRIDGING EQUALLY 8" RISERS W/36" FLOOR JOISTS SPADED ALONG SPAN HANDRAIL MOD. 2 GAR GUT DOWN 12" OF EXISTING NEW HEADER ACROSS GARAGE FOUNDATION WALL TO 6ARACE DOOR OPENINGj- (2) 1.15"X14" LVL ALLOW NEW FLOOR TO ALIGN W/EXISTING PAGE: Ill MOLDED BITUMINOUS EXP JOINT 301m00 PG SLAB OVER 10 MIL POLY VAPOR I I I I BARRIER ON 4" COMPACTED RGA DOWEL TO DATE: 8/12/23 10 OF 11 EXIST. SLAB W/24" L. #5 BARS AT 24" O.G. 3 — NEW&" PG FOUNDATION WALL ON 8"XI6"PG A-401 FOOTING W/2"X4" KEY FOOTING TO BEAR ON UNDISTURBED SOIL 56" BELOW GRADE D AF?Cl Z ly, rp a a ' SECT I ON 2-2/A-501 (PA.- 'A 037� SCALE: 1/4" = 1'-0" TF OF NES Q �zw Q TYP. ROOFING (5EE f, w SECTION NOTES) z 0 TYP. ROOF CONSTRUCTION \ (SEE SECTION NOTES) R PLUG QQ N \ P� N m tly (n (2) 2"X10" AGQ 'SIMPSON' 1425AR SLV MIN. 4" BETWEEN EDGES OF LEDGER BOLTED TO RAFTER TIE R Q m I-I/2" SQUARE BALUSTER w EXISTING STUD FRAME (STYLE TO SELECT) w WALL WITH J"Xb" GLAV O O LAG BOLTS AT 1 O.G. O C IN STAGGER PATTT ERN SIMPSO RE TIE (ORUAL) � L0 Z_ V- V- w 5/4"xb" P.T. DECK Y N FASCIA OARD BOARDS x 0 o B - O O m -I.- O - O • � Lo 12 BEAM AS PER PLAN I I c: 0 O 0 •• --11.5 _ (2) 1/2"(P HOT DIPPED &ALV. Q a- CL :2 0 -- IF BOLTS ® EA. POST w/OVERSIZED - NEW 6"X6' COLUMNS ENCLOSED P.T. D.J. AS = Z = WASHERS d END NUT PREBORED - ------- I W/FIBERGLA55 COLUMN "SIMPSON" P064 NEW "SIMPSON" LU526 PER PLAN cV- INTO BEAM, POST, DECK TIE d -- - GONERS,PROVIDE (FOR 3 PLY BM) RIM BOARD A55EMBELY - -- - - I GALVANIZED JOIST = 1 TRADITIONAL STYLE GAP AND "SIMPSON" Be-S2-2/4 BASE (FOR 2 PLY BM) HANGER z"r P.T. BEAM AS NOTED cV SOLID BLOCK ® 12" O.G. I _ I (2) SIMPSON DJTI4Z (I) I/2"� H.D. 6ALN. THRU COMPOSITE DECK DECK JOIST TIE ® BOLT w/OVERSIZED WASHER ° PROP. I I RAILING SYSTEM EA. POST 4 END DEGKNUT REBORSETDTIEINTO COVERED p "SIMPSON" ABA44 /� \/ m DECK I -1 ® COLUMN BASE w W r (V 4"x4" P.T. POST COMPOSITE DECK I I GRADE A-401 P.T. POST A5 II 3 — — 8"� 'SONOTUBE' FILLED II PER PLAN SOLID w/P. GONG. a (MIN. 4,000 PSI) p�9,p z I II m (2) #4 HOR. REBAR "SIMPSON" (2) #5 BENT POST BASE PER ° I JV J POST SIZE 12"x12"x8" P. GONG. PAD REBAR J FTG. (MIN. 4,000 P51) n TOP OF DECK TO BE I" LOWER I P.T. DECKING THAN FINISHED FLOOR LEVEL A-`b� EXTERIOR MOOD DECK DETAIL � LU52b FACE MOUNT JOIS HANGERS -` A-401'00 SCALE: 5/4" = 1'-0" AT EA. JOIST. P.T. D.J. AS PER PLAN (2)2"X5" ACG LEDGER BOLTED TO EXISTING STUD FRAME WALL W/ "X6" OALV. LAG BOLTS AT IS" O.G. IN STAGGER PATTERN PROVIDE ALUM GAP FLASHING I OOVERED FOROH DETAIL OVER TOP OF LEDGER A-401.00 SCALE: 3/4" = 1'-0" SEO710N 5.-.5/A-401 SCALE: 1/4" = 1'-0" 6X6-10X10 W.W.M. EXISTING NEW BETWEEN CENTER 4 OA 12" LONG, #5 BAR DOWELS W/ 45 EXISTING POURED UPPER 3 OF SLAB—\\ CHISEL POINT ® 10 o.c., PROVIDE SECURED IN PLACE (2) AT FOOTIING GONG. FOUNDATION WALL B D E A DURING POUR © DRILL 1/2" DIA. x 5 1/4" LONG HOLES ______ (2) 2"x6" P.T. SILL PLATES AT 10" o.c. VERTICALLY INTI EXIST'6. ------- — — T z FOUNDATION WALL 4 FOOTING I ° PON SILL SEAL UPON 4" POURED GONG. ° I COPPER TERMITE SHIELD g © FILL DRILL HOLE WITH 'HIT 0-100' SLAB a 5/5" 0 HOOKED ANCHOR BOLTS a INJECTABLE 13ONDING AGENT AS I -' II 3Q" O.G. w/ 3" SQUARE WASHER MANUFACTURED BY HILTI, Inc.. TULSA 6 MIL POLY +� °II�� ° ENDO.0 ALSO SEE ANCHOR BOLT � OK., BONDING AGENT TO BE PLACED MOISTURE 11�� SECTION L PACE ANCHO AS PER MANUF. SPECIFICATIONS I RETARDER a - I i ____ C L— ° ° ° °43 1 G PITCH GRADE W INSERT REBAR DOWEL INTO HOLE -� 4 GRAVEL BASE ° I Q O FULL SPECIE CATIONS PRIOR TO PEP, I UPON GLEAN - MAN 't COMPACT FILL o° o ,- ° POURING NEW6 T FOUNDATION LINE OF EXIST'C7. J I r�(h7.s r t A.", f lr 8� r 8 I FOOTING BELOW I I NEW 8 POURED FLOOR SYSTEM AS PROJECT: I/2" CLOSED CELL GOMPR -551BLE JOINT GRADE GONG. FOUNDATION (I) # 5 REBAR ° I 8" THK. (MIN.) P. NOTED ON PLAN O FILLER S CONTINUOUS CAULK SEALANT WALL EXTENSION CONTINUOUS �16RADE GONG. APPLIED TO INSIDE 4 OUTSIDE FACE OF BM. NEW STL. GAP PL. A' FLOOR WOOD BEAM E RATH WALL 1 WELDED TO COL.;SEE AS NOTED ON PLAN (1) #5 REBAR (3,500 PSI) GAP PL. DETAILS TV 4a" O.G. °a 11 ° ° NEW 5-1/2" O.D. SGH 40 RESIDENCE IlnNEW BASE PLATE 'A' HOT DIP GALN. STL. COL. (1) #5 BENT WELDED TO COL.;SEE (ASTM A125) AS PER 11NOTE: BASE PL. DETAILS FOR FOUND. PLAN BY SIMS II i REBAR 1. REFER TO PAGE A-200 BOLTING STEEL (OR EQUAL) ° 11 48 O.C. _ 580 WIGGINS LANE III FOR NAILING AND PROVIDE GOLD JOINT NEW 4" P. OU�1D,�T101�1 DETAIL °ISI ° ASPHALTIC STRAPPING OF ALL AT GONG. SEAMS (TYP) GONG. SLAB GREENPORT, NY 11944 1111 t� IA-40 1.00 DAMP SCALE: 1/4" = I'-O" 11 I PROOFING COMPONENTS ° 111 � � DRAWING TITLE: 911 ° • ° . •. • ° m• .. (1) #5 REBAR C1 ° DESIGN DETAILS CONTINUOUS c=s== 1j11 m _ BUILDING SECTION IIS 4" GRAVEL BASE ° NEW (2) #5 HOR. I ( 5 I - I REBAR UPON (2) #5 #5 REBAR � � ° 11 NEW IS"xl8"xl2" HOR. REBAR(4 TOTAL) @ L'-• ° - DEEP P. GONG. PAD COMPACTED FILL . ------- d) FTG. (MIN. 4,000 PSI) (2) #5 REBAR ° ° ° PAGE: 3" MIN ,' -6 01. 00 MONOLITHIC., SLAE3 DETAIL STEEL COLUMN � FOOTI NO DETAIL DATE: 8/12/23 11 OF 11 JA 1.00 SCALE: 1" = 1'-0" A-401.00 SCALE: 5/4" = I'-O" a Qj �y 037Q