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HomeMy WebLinkAbout47290-Z TOWN OF SOUTHOLD � 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#: 47290 Date: 1/5/2022 Permission is hereby granted to: Macomber Jr, William 4040 Deep Hole Dr Mattituck, NY 11952 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per ZBA, Trustees, DEC & SCHD approvals. At premises located at: 4040 Deep Dole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-17-4 Pursuant to application dated 11/18/2021 and approved by the Building Inspector. To expire on 7/7/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,688.00 CO-NEW DWELLING $50.00 Total: $1,738.00 Being Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT MOW Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502htto Date Received LICATION - BUILDING DERMIT i For Office Use Only PERMIT NO. _ Building Inspector: E Applications and forms must be filled out in their entirety. Incomplete ULDING applications will not be accepted. Where the Applicant is not the owner,an TUVAJIN O-SOS HOO_D Owner's Authorization form(Page 2)shall be completed. Date:11/18/21 OWNER(S)OF PROPERTY: Name:Jessica Sidlauskas SCTM #1000-115-17-4 Project Address:4040 Deep Hole Dr Mattituck Phone#:631-747-6397 Email:twinforksdroneservices@gmail.com Mailing Address:4040 Deep Hole Dr Mattituck CONTACT PERSON: Name:AMP Architecture - Jess Magee Mailing Address: 1075 Franklinville Rd Laurel NY Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture - Anthony Portillo Mailing Address: 1075 Franklinville Rd Laurel NY Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure .Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $_ Will the lot be re-graded? Dyes ii No Will excess fill be removed from premises? ❑Yes ^'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 NC this property? ❑Yes *No IF YES, PROVIDE A COPY. IN Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building 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 210.45 of the New York State Penal Law. AMP Magee Architecture, Jess Mag Application Submitted By(print nam ): .� = Authorized Agent ❑Owner 1 Signature of Applicant: ° Date: I s STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being 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 therewith. Sworn before me this p 3 20 day of �� =LL1 fi nary Public - E TW_ Y eauar * No. i ,801 PROPERTY0 e AUTHORIZATION` I � Quaffied in Suffolk Cowtvx (Where the applicant i not the owns ~' „O_ residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 l r BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK - f PERMIT NO.9893 DATE: MAY 19,2021 ILA ISSUED TO: WILLIAM A.MACOMBER&JESSICA SIDLAUSKAS PROPERTY ADDRESS: 4040 DEEP HO DRIVE,iL ITUCK SCTM#1000-115-17-4 € AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ' a accordance with the Resolution of the Board of Trustees adopted at the meeting held on May19,2021, and in j consideration of application fee in the sum of$250.00 paid by William A.Macomber&Jessica Sidlauskas and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees 6n I authorizes and permits the following: _ Wetland Permit to demolish existing one-story dwelling,construct new 1,294.Osq.ft. one-story , dwelling with a 925sq.ft.addition on north east side; proposed 221sq.ft.deck with steps to ground; proposed 175.5sq.ft. covered porch; for the existing 94.8sq.ft.covered storage area; ' existing 102sq.ft.shed; and to establish and perpetually maintain an 1900sq.ft. non-turf vegetated buffer area along the landward edge of wetlands; and as depicted on the site plan b AMP Architecture LLC received on May 19 2021 and stamped approved on May ` prepared Y � Y P PP Y � 19, 2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 19th day of May,2021. s�a v 4_� E Tia Y z a�a-,yam_= -• _ :n E 3AIH0310H d33a 0404 t ��rsasa€ xsn Nowaav a38WOOVWISO 'XI I rz>$u§o - }. a €'L' 14 - I i ° O1 € t a I 1 9 Fj -- i 4 y 1 j DAI W lu Ri€ w Q U I �- w 0 00 F— _ 'i ` CL I ® rrEwv�s Q LU Ce Ce 0 0 Op a. a0ci 3 3 € f I `F I a: 33j I ( 3 3 33 0 UI 40 ill UI N W i i eee e x I I 3 E • m� �� 4� O .� I� � 8 �ffi Q � W E€ � iIO �'rO.i� N �F O� ?�€� BOARD MEMBERS SO Southold Town Hall Leslie Kanes Weisman,Chairperson �� 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office L ;atio : Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. SO 54375 Main Road(at Youngs Avenue) Nicholas PIanamento CCU Southold,NY 11971 http://soudioldtownny.gov R ZONING BOARD OF APPEALS 6 TOWN OF SOUTHOLD 1 Tel.(631)765-1809•Fax(631)765-9064 PAP.9 2 6 2021t 0. 1 Southold D Clad FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 15, 2021 ZBA FILE: 7480 NAME OF APPLICANT: Jessica and William Macomber PROPERTY LOCATION: 4040 Deep Hole Drive,Mattituck,NY SCTM No. 1000-115-17-4 SE RA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COLON AI)IMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated February 16, 2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 17, 2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is an 21,227.86 SF parcel located in an R-40 Zoning district. The property has a 136.51 ft.road frontage along Deep Hole Drive,then turns east for 142.09 ft.toward the rear property line before running south for 160.07 ft. and then returning 146.27 ft. back to Deep Hole Drive. The property is improved with an existing one-story frame residence with attached wood decks, a shed, and covered storage as shown on survey prepared by Kenneth M.Woychuk,L.S., Iast revised December 12,2020. BASIS OF PLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's January 12, 2021 Notice of Disapproval based on an application for a permit to demolish an existing single-family dwelling and construct a new single-family dwelling; at 1) located less than the code required single side yard setback of 15 feet; Iocated at: 4040 Deep Hole Drive, (Adj. to Deep Hole Creek)Mattituck,NY. SCTM No. 1000-115-17-4. =LIEF OLTESTED: The applicant requests a variance to demolish an existing single-family dwelling and construct a new dwelling with a side yard setback of 13. 1 ft where a minimum 15 ft side yard setback is required as shown on a proposed site plan prepared by Anthony M.Portillo,R.A.,dated January 28,2021 Page 2,April 15,2021 #7480,Macomber SCTM No. 1000-115-17-4 ITICNAI DRMATICN' A per testony ii the applicant's agent,the project was started without the net of buzldrtgperitd a stop work order was itten. Although the Building Department issued a Notice fDisapproval as a demolition,the majority of the exg residence will remain, making this project a technical demolition as mare thanOi ol`the perceived value ofthe house is being removed. �e existing portion of�e house with the setback issue is to remain and be renov . As per the agent, there was a septic system installed approximately 2 years ago,paperwork was submitted showing Southold Trustees approval for a system dated April 18,2018,and a letter from the architect certifying the sanitary system in the ground. FINDINGS GP PACTS � SGNS PGR BG ACTIGNF The Zoning Board of Appeals held a public hearing on this application on April 1,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and ether evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 267-bQf2lf I. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The structure on the property is not going to be removed, but renovated, and as such a renovation of an existing structure will not produce an undesirable change in the character of the neighborhood. 2. Town Law§267-bfI(b)f2 , The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. The project proposal calls for enough of the building being removed, at 50% or more of the dwelling's market value, to be considered a technical demolition by current code. There is also a small proposed addition to the north side of the residence,but it is within the existing setback line. 3. Town Law 11267-bI I J . The variance granted herein is mathematically substantial, representing approximately. 12.6%relief from the code.However,the work being proposed on the house is not along the setback in question. 4. Town Law 4267-bfb (4l. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 23 6 of the Town's Storm Water Management Code and the conditions imposed by this board. 5. Town Law L267-bQ) blf . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of a renovated single-family residence while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION GP TBE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Acampora,and duly carried, to GRANT the variance as applied for, and shown on the Site Plan and Architectural Plans submitted by Anthony M. Portillo,R.A.,dated January 28,2021. Page 3,April 15,2021 #7480,Macomber SCTM No. 1000-115-17-4 SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proposed Wood Decks shall remain uncovered and unenclosed. 2. Proposed Covered Porch shall remain unenclosed,unconditioned space,and non-habitable. That the above conditions be written into the BuiUng Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). Leslie Kanes Weisman,Chairperson Approved for filing I /';� /2021 NEW YORK STATE DEPARTMENT ENT NSI= s ENTAL CONSERVATION SUNY,a Stany Brook,5o rircle Road,Ston; Brook.NY 11760 P,(631-1444-03-65 1 F:, 444-0360 www dec ny Qom._ October 18, 2021 Jessica Macomber 4040 Deep Hole Dr Mattituck, NY 11952 Re: Permit No. 1-44738-04771100001 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 for the referenced activity. 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. i Also enclosed is aermit sign which is to be conspicuously P g p y posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction. Sincerely, Thomas Kohlmann Environmental Analyst int 01 l NNEWVORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC I'D 14738-04771 PERMIT F- Under the Environ vaental Conserva TCL) Permittee and Faeflity Information Permit IMUed To:- Fiicility: JESSICA MAI MBER 4640 DEEP f I fOLE DR MACOMBER PROPERTY 4040 DEEP HOLE DRI 1000 115 .17-4 MATTITUCK,NY 11952 - MATTITUCK,NY 11952 ALLEN MACOMBER 4040.DEEP H R 'OLE D MATTITUCK,-NY 11952 Facility Application Contact: AMP ARCHITECTURE PLLC 1075 FR-ANKLfNV- ILLERD -LAUREL,NY 11948 Facility Location.- in SOU` HOLD in SUFFOLK COLTINTY Facility.Principal Deference Poi NYV\ -E. 709.695 NYTM-N-. 4,540.777 Latitude: 40059'28.4" Longitude: 72"30'2-3-.51' Project Locaitibi,a,; 4040 Deep Hole Dr,Mat Un _tituck,NY Watercourse named CanalFWW:*MT= 16 Authorized ActiAty. Remove exigbrigframe shed and wood deck-Construct-new first story additions and-wood deck.Remove or abandon existing sanitary sy-ftem. Install new Innovative/Altemative Onsife AVAstewater Tr ti OA ,T System (l/A OTS). Establi�h and maintain 10'wide,approximately Igo -0 square foot non-turf vegetated bu Ser along wetlands boundary. All work shall be done in strict Conformance,with the attached plans stamped 'INYSDEC Approved"on 10/1 1021.fTS-K) Based on the information you submitted the Department ofEn-vironmental Conservation,has detrmined that the portion of the property landward of the 10-foot elevation contour,as shown on the survey prepared by Kenneth M.Woychuk, last revised December 12,2020, is beyond Tidal Wetlands Act (Article 1-5)jurisdiction.Therefore.no Tidal Wetlands permit is required for work-landward of this tidal wetlands jurisdictional boundary. Perii�iit Authorizations Tidal Wetlands-Uftdek Artic16 25: Permit ID 1-473810477110000.1 New Permit EffictiVe Date: 10/18/2021 Expiration Date:10/17/2026 Freshwater Wetlands_Under Article 24 Permit ID 1-4738-047.7140002 New Petmit Effective.Date: 14/1 8/2021 Expirtition Date.. 10/1712026 Page.I:of7 NEWYORKST,vTE DEPARTMENT OF ENVIRONMEN.rAL CONSERVATION Face _'19 ID 14738-047 1 NXSDEC Approval By acceptance of this permit, the permit( . agrees that the:permit is-contin ent upon strict compliance with the ECL,all applicable regulations,and 411 conditions included as part of this permit. Fere Adniinistrator:S L.AIC TER, Deputy Permit Administrator Address: NYS EC Region I Headquarters SUNY @-Stohy°Brook] 0 Circle Rd Stony B - ,NY 1.1790 -3409 Authorized Signature: - Date Distribution.List AMP ARCHITECTiI.ItE"PUC Bureau of Marine Habitat Protection Habitat THOMAS S KOHLMANN po rrnit Componexits NATITRAI, RESOURCE:I?ERMI1 CONDITIONS GENERAL+CONDI.TIONS,APPLY TO ALL AUTIIORIZE0 PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCIE.PERMIT CONDITIONS = Apply to the Following . Permits: T�DA11 ETL S• Ste: -ATER � .AN S 1. Conformance With Pians All activities authorsme d by this permit mit be ire stride conorrn ce with the.ap ro .ed Flags-submitted by tete applitzint or apilicanes agent as part ofthe permit it application. Such approved plans were.prepare by Anthony M 'ortiilo,dated 711/2.0"I. 2. Notice of Commencement At least 48 hours prior to commencemettt of the project,the permittee and contractor shall sign and return the top Moat of the enclosed notification form certifying tl at they arc Rally aware of and arae axe all-terms and conditions of this pewit. W ithira 30 days�ofcompletion ofproject,the bottom portion of the form.must also be sieue along-with photographs of� the completed'-work. . Post Permit Sign Thepermitsign�ticlosed with this permit shall be posted in a conspicuous location.on the worksite and adequately protected frorr the.we-Amer. P4ge.2 of 7 NEW YORK STATE D p RTMENT OF ENVIRONMENTAL CONSERVATION Facility.DEC Ip 1-4 738-44171. No Construction Dehiis in Wetland or Adjacent r Any debris or excess,material from construction of thisprojJect shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and lor protected buffer areas. s. Concrete Leachate achate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of'Neu,York State,nor shall washings from ready-mixed concrete cracks,mixers.or other devices be allowed to enter any wetland or waters. Only % tertight or 'Waterproof forms shall be used_ Wet concrete shall not be poured to displace water within the fomes. . I-VIaterials Disposed at Upland Site Any demolition debris,'excess con ction rnatc ials; and/or excess excavated materials shall be immediately and completely disposed ofin. authorized solid waste management facility. These materials shall be suitAhly 5tabilized,as not to.re-enter any water body,.wetland.of wetland.adjacent area. 7. Temporary Stru Upon completion of the permitted work,structures labeled as "tempor ar on site plans located within 75'of the tidal wetlands boundary shall be-removed or r l catedi l dwarf of -the 'elevation contour line as seen on the € SDC stamped Approved plans. . No Disturbance to Vegetated Tidal WHands Thede shall be no disturbance to vegetated tidal. vetlands or protectedbuffer areas as a result of the permitted.activities-. 9. No Unauthorized Fill No fill or backtil is authorized by this.permit without further written approval from department(permit,modification,amendrnent), ta. storage of Equipment,Materials The storage:of construction equipment and materialsshall be confuted within the project work arca.arid£/o upl ad areas greater than 7 linear feet from the ti wetland'boundary. 11. Install,Alaintain Erosion Controls Necessary erosion control measures, ix., straw bales,silt fencing,etc.,are to be placed on the downslope edge of any disturbed area. This-sedirrient barrier is to be put in place before any disturbance of the ground occurs and is to be mairitai"0 in good and functional condition until thick vegetative cover is established. � , 12. Establish Vegetated Bluffer To protect the values of the tidal wetlands,a � perrnarterlt vegetated egetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography ! within an arca extending lfl linear feet. laird` of the tidal wetland boundary. , 1:3. Au thdrizied IfinovifflV6YA- Ittrnative-Onsite Wastewater Treatment Systems(-I/ WT Septic Systems `his permit authorizes the installation of any models of l A OWTS septic system which have received the approval of`the Suffolk County Depa . ent.of Health Services(SCDHS). If SCDHS rescinds its-approval of one or more of-these models during the term of this permit,DEC will no longer approve new installations-of thatmodel.The list ofl� W S systems which have received approvat by SCDIIS are found on the Suffolk-County Website under the,Reclaim Our Water-homeowner section at , Oven iew of provisionally Approved Technologies. 1-4. Maintenance ofInstalled Innovative/Alternative Onsite Wastewater Treatment Systergs(1/A l l The permittee must mdintain,service and repair the in led 1/A OWTS in accordance with the:maintenance schedule set forth:in the Suffolk County Department of Health Services(SCEYHS) permit issued for the-system. Page 3 of 7 l NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION l;acility-DEC=.ID 14738-04771 15. Tidal Weltland Covenant The pertnittee shall incorporate the attached Covenant or similar Department approved language)to the-deed for the property where the project will be condut—ted and file it with the Clerk ofSUpp OLK County within 30 days of the effective date.ofthis permit, -Ais deed Covenant shall tart:with the land into perpetuity__ A copy of'the coavenatned deed or other acceptable proof of record,along with the number mated to this permJ4 shall be submitted within 9 days of the effective date ofthis permit to Marine habitat Protection NYSDEC Region 1 Headquarters SUNY g Stony Brook]50 Ci ele:Rd Stony Brook;NY1.1790:3:409 Attn: Compliance 16. Incidental Distur4ance to Vegetation It is thexesponsibility of the applicant,to remedy—any incidental disturbances resulting in damage or removal of wettand.vegetation. Upon,completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Pleasc eontaet the Bureau of Marine Habitat at(631)444 0295 for more in rmation. M Contain Exposed,Sloe'kpiled Soils All disturbed areas where soil will e temp it ..posed or stockpiled for longer than .hours shall be contained by a continuous litre of staked hay- bales/silt curtai ts'(or other,-NYS1 EC approved devices)placed on the seaward side between tete fill and the wetland or protected buffer area. 'Tarps are authorized to supplement raent these approved methods. hods. t8. Maintodu Erosion Controls All erosion ontrol devices shall by maintained in good and functional condition anti l the prc� e t has been complete and the-a-tea has been stabilized. t : State1wvlay Order Removal or Alteration of'Wor1r Iffattttre operations by the Stag of New York require an alteration in theposition of the structure or work herein authorized.or it in the opinion of the Department of Environmental Conservation it shall cause unreasonable o s ction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the i State;or cause loss or destruction ol'the:natural resources ofthe-State.the o,.tomer may, be ordered by the Department to remove of alter the structural wort;.,obstructions,or hazards caused thereby without expense to the State.and if,upow he expiration or revocation of this permit,the structure,fill, excavation,or other modification'of the watercourse hereby authorized shall not berapleted,tic owners,sball, without expense to the State, d to such extent and in such fine and manner as the l epa ettt ofEnvironmental Conservation may moire,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. 3 1 No claim shall be made against the State of�e � York on accot f a , ny such removal or alteration. . State May require Site Restoration If upon the expiration orr vocat on of this permit the project-hereby authorized has trot been completed,the applicant shall,without expense to the State,-and i to such extent and in such time and in as theDepartment of Environmental Conservation may lawfully rewire, remove all or any portion of the uncompleted structure or fill and restore tile site to its former ondition No claim shall be made against the State of New York on account of any-such removal or alteration. Page 4 of 7 f NEW YORK,STATE DEPARTMENT OF E1VVIR.f IENt I,CUNSEE TION Taciiity DEC ID i-4?38 b4711 ?I. Precautions inat Cointarnination of NVater.s: All necessary precautions shail..be taken to pr elude eontannination Of any Wetland or vate"vay by suspended Aids,sediments,fuels,solventslubr , associated epoxy eoating ,.p paints j concrete,leachate or any other environmentally deleterious-materials ociad Wil the project. . State Not Diable for Damage TheState of New York shall in no case be liable for any damage or iftittrY to the structure or world herein.authorized which may be caused by or result from fu ture operations undertaken by the State for the conservatio,n or unt roverrient of navigation, or.for other- purposes, and no claire or right to compensation 'hall accru from any such damage. GENERAL CONDITIONS = Apply to ALL Authorized Permits: t. Facility his-p tion byDepartmente The permitted site or facility,including-relevant records, is subject to inspection at reasonable Incurs and intervals by an authorized representative df the Department of Environmental Conservation(the Dep enc to deternnine tether the perxnittce i complyin with this permit and the INCL, Such representative may order the work suspen ed.pur uant to ECL 71-031 and SAPA 401- . The pertnittee.shall provide a person--to aeeompany the Departinenft representative during an inspection to�e permit area when requested by the Dep ent. 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-sit&project-sitor facility. Failure to pxoduce:a dopy of l the permit upon request by a Department representative is a violation ofthis permit . Relationship of this Permit to OtherDepartaient{orders and Determinations Unless expressly provided for by the Department; issuance ofthi permit does not modify,supersede or rcscind any order r determination previously issued by the-Department or any o the tens,conditions or requirements contained iu such carder or determination. i . -Applications Fair Permit Renewals,Modifications or Transfers The permittee mit submit a � separate writtenapplicafionto the Department for pe it renewal, nodiBcation ox sfer o this permit. Such application roust include any forms or supPlemental information the Department requires. Any renewal,modification or transfer-granted by the Depa - ent °fust be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted tog Regiorial Permit Administrator I>IYSDEC Region 1 Headquarters. -SUNY @ Stony Brookl50 Circle Rd Stony Brook,NY 11190-3409- 4. Submission of Ren l Application The germiuct must submit a renewal Application at least 30 days before pert it expiration for.the following permit authorizations;FreshArater Wetlands,`tidal Wetlands. l Page 5 of 7 l NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION is Midlity DEC ED 1-4738-04771 S.- Permit Mod ificatin ns,_Suspensions andRevocations by the N!Partatent The Department reserves the right to exercise all,available authority to modify' suspend or-revoke this permit. The. grounds for modification,susNnsidn or revocation include: a, materially false or inaccurate.statements in th_6.PCrrAit application Or supporting-papers; b, failure-by the pe.rmitteq to comply with any terms or cond itions -perinjt; of the c. dxceedirig the scope of the project as described in the permit app licatiow d. newly discovered material information ora material change in environmental conditions, relevant technology or applicable law-or regulations since the.issuance-of the existing permit; e. nondompliance Arith previously issued permit conditions,orders of the corarrussioner,any provisions of the Envirountental Conservation LAW or regulations of the Department related to the permitted activity- 6.1 Permit Transfer Pemits are transterrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of Ownership. FI ftge 6 of 7 NEW YORK STATE.DEPARTMErNT OF EMRONMENTAL CONSERVATION Facility.DEG M 1-4738-4)4771 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item .: Piermittee_. accepts Legal Responsibility and Agrees to Indemnification The pennittec,e cepting state or federal agencies,expressly agree to indemnify and bold harmless the Department of Environmental Conservation of the State of New York, itsr sentatives,employees,. and agents("DEC"),for All claims.suits,actions,and ages,to the extent attributable to the per ittee'sacts or omissions in conn tion with the permittee-s undertaking of activities in connection with,or operation and maintenance of,the facii ty or facilities authorized by the permit whether i compliance-or not'compliance with the term's and conditions of the permit This indemnification floes not extend to any claims,snits;actions,,or a to the extent attributable to DEC's o1wn,negligent or intentional acts or omissions,or to any claims,suits,or actions naming the DEC and risin .under Article 78 of'the New York Civil Practice Laws and pules or any citizen suit or civil rights provision under federal or state laws. Item B. Permittees Contractors to Compty with Permit The pertittee is respongi4le for informing its independent contractors, cmloees;agents and assigns of their responsibiritv 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 avironmental Conservation Law as those prescribed for the pertnittee. Item C: P6rmittleeftespansible for Obtaining Other Required Permits The permittee is re onsible for obtaining ably other permits.approvals, lands,casemet is and rights-af- way that mai be rewired to carry out the activities.that are authorized by this.permit., Item D: No Right to Tre4pass or Interfere with Rip4rian Rights This permit does not -onvey,to-the pe 'tt e any right to s s upon the lands or interfere with the l riparian rights of others in order-td perform the permitted,-Work nor does it authorize the impairment of any rights,_title,or.interest in real or personal property hetd or vested in a person not a party to the permit. t Page 7 off 7 l Town Hall Annex "= Telephone(631)765-1802 54375 Main Road P.O. Box 1179 Fax(631)765-9502 ;R Southold, NY 11971-0959 g BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: T UCTIO - Date; 11/18/21 r: Jessica Sidlauskas Owne Location of Property: 4010 Deep Hole Dr Mattituck NY P Y= Please t tic that the (check lic 1 line): New rci I or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (P ) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing ( ) X Floor and roof framing(FR) 1 Signature: 11 Name (person submitting this form): M Architecture, Jess Magee Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 111/2015 VICD W 3kfR1�3iiiF[ tl 1 v w , n ' II 1 Rk'ir i Q W Midi '' �'m I i a ��a= 1� 4 � t 1 p i I t 3 � ss -------- 0 i ; ;11 7F ° - z f 7 `""" 3 i c j 6 ( Yeas s FJ Ad ! Ill l 1 Q Y y, V f § 3 P 2 t i S OUR 01 1 1 hop HEM 1 o- M BAN Au Hit t HUM WW Y; 5 _ €33 e �Fl � I a 2�p 3a lip B lu /V } 1 N # - is3,o a 5UFF `� tt7l 3 PHI P € if 6Y aR � � Is NOR 01 11 1 3 Hull 1, 4101., lip If loll3 01 0 ILL imp 0 � 2 a— _d �- �d Q a -7 SITE PLAN HATCH KEY: 7 PROPOSED BUILDING ADDITION PROPOSED DEGK/PORGH W z N PROPOSED NON-TURF BUFFER �Lwwof) -WWI J I W � 7)qd � z � z J = O 0 0 >- [f m 1 . ONE STORY FRAME ADD 1 TI ON C-7-OO I .00 PROJECT LOCATION & SCOPE O 2. FRAME DOK ADD I TI ON SITE PLAN & ZONING DATA z X 5. OOVERED FOROH Q w 4. 10' NON-TURF SUFFER _j 00 p►nIELLING 5. 1/A OV4TS �-002 .®® GENERAL NOTES z � 0 PUBLIC WATER ENERGY TABLE e-I -" STRUCTURAL DESIGN CHARTS Z ?- 4 TIDAL WETLAND BOUNDARY AS DELINEATED BY EN-GON5ULTANT5 Q Z l"� 12-02-20 ,00 HOLDOWN, ANCHOR BOLT, U_ W STRAPPING, & NAILING DETAILS o Q Lo IC O.�O� _ _ 'ROJEGT 1 ZONING i�f�TR FASTENING SCHEDULE 0 J O •� TAX MAP # 1000-115-17-4 �-004.00 o "w .----^". ' /%/' !'• � O ZONING DISTRICT FRAMING r /;;;r'%%;,://r/� : ; ,, � R-40 NO G GRAPHICS ;• r<.Vii,,- /" �, � , ," a PATTERNS w -- ;' -/bPCs, / TURF BUFFER; / /� AL,,, BEAM CONNECTION "'"/ ,/ /; PR ED NON- p�TO ^'Gl-�N /'" / ;, /;-' "/''� / S.F. ARE /., �' /;, r LOT AREA 0.5 ACRES Ix -- --- ;:;.' /;;'/ ," PPRO FF .EL= FIREBL /' %; ,�" ,,'; '%% � o�A x. 1,9o�EDBu � � � -� OCKING DETAILS _ - F CofO ONE FAMILY DWELLING Z17565 DECEMBER, 2 1x88 V ZONE AE (EL 6) PROPOSED DEMOLITION PLANS w s.� I _ � j GofO -ADDITION Z-25520 2/5/Iac1B H U ` ZONE AE (EL 6) � ONE BOUNDA %/, \ U -FLOOD Z _ VARIANCE APPROVAL PENDING J � gyp. FEMA FLOOD ZONE AEb /SHADED X / X PROPOSED FOUNDATION PLAN ➢' ---� •i; `�.:>"/i!" WETLANDS DISTRICT Y PENDING " a _ as d . CQ u► '' - DEC DISTRICT Y PENDING - _ SUFFOLK COUNTY HD APPROVAL PENDING 5 BDRM. PROPOSED FIRST FLOOR PLAN X TIMBER WALL - - - - o _ ' - I C�.00 0 ` EXIST. SEPTIC TANK S Q uQl Q -, Q LEAGHINO POOLS TO _ IY IK BE REMOVED PER ��, - - - - _ _ _ _ _ -Qu tb _ HABITABLE SPACE EXISTING PROPOSED -- - 5GDH5 STANDARDS �. 3 O 8 x - IST. DECK _ _ - - _ _ _ - �o a f j O BASEMENT AREA O S.F. O S.F. A-201 .00 PROPOSED EXTERIOR ELEVATIONS T E REMOVED L 5T J - \ - -_ _ _ _ _ - - - 17S' Z � FIRST FLOOR AREA 1,294 S.F. 2,219 S.F. LP 1 _ -_.1 LP - _ _ _ _ _ _ - �� !L v Z LU TOTAL BEDROOM COUNT 3 5 PROPOSEDI LP ZONE z } -moi A-202 ,00 PROPOSED EXTERIOR ELEVATIONS _ _\� 0.2% ANNUAL CHANGE FLOOD K J1LJ WOOD DECK _ ` ,A Q ----t FL } _ _ 000 � ...m. � MODIFIED I STORY TIMBER_WALL_ -�` = q - - - - - - - - Ila Q Q DESCRIPTION AREA COVERAGE (4 BEDROOM) CRY FRAME HOUSE TOTAL LOT AREA 21,227.0 S.F. _ t� I .Q 0 t r - - BUILDING SECTIONS r ��\ FF EL=14.8 ZONE X __��� Z � Y (Il W�_ EXISTING HOUSE 1,294.0 S.F.HW ~ 3 EXISTING SHED 102.1 S.F. 0.5% TEST \ �1- - - s' EXISTING COVERED STORAGE 94.8 S.F. 0.4% DESIGN.®O DESIGN DETAILS HOLE _ - - _ _ _ EXISTING TARP ENCLOSURE 160.0 S.F. 0.5% N PROP ED EL. 12.5 - O COVE EXISTINO DECKS 535.4 S.F. 2.5% i 13 I' I 13 PORCH - _ - - - - PROPOSED DECK 4 PORCH 240.4 S.F. 1.155 PROPOSED ADDITION 925.0 S.F. 4.4% �j- I Q I ,0O PROPOSED STRUCTURAL PLAN X - _ _ TOTAL AREA OF ALL STRUCTURES 3351.7 S.F. 15.8% z m 14 - - _ _ _ \ - _ _ _ - 12 MAXIMUM COVERAGE ALLOWED = 20% i � v� ��UvP� , , i REQUIRED SETSAGKS - MAIN BUIL1�lNC� S- I O�.00 PROPOSED STRUCTURAL PLANS W _ REQUIRED EXIST. PROPOSED COMPLIES 0 QOp'o 100 fRUS� w O z� ry FRONT YARD 40.0' 42.0' 40.1' YES - o l0' Q tI �, I O I .00 DWV/ WATER SUPPLY RISER w MIN. EXI5TIIV - - SIDE YARD 15.0' 13.1' 13.1' NO GAS RISER PROJECT: '\ i GRAVEL DRIVEWAY IGF DRAIN BOTH 51DE YARD 35.0' -� 102.8' 78.0' YES -- \�____ E REAR YA0.0' 60.0' 58.8' YE5MACOMBER DRAINADDITION HOLE � �� GL EL=14.4 4040 DEEP HOLE DRIVE MATTITUCK, NY 11952 GL EL=15.0 DRAWING TITLE: PROJECT LOCATION & SCOPE \ �., .,,,, .,,,, `:�:•"�:� � �. ,, f .i;, SITE PLAN � & ZONING DATA \, \\\\\ :�.t�YV., �� .a:z,\\�: '\e..�.\.<' `ee \ .��$�'• \\. . . '���. \' S I TE FLAN \ \.3 ":fid ec tt .\ SCALE: 1'-0" \ \> 3\\` s \ ." \ GE: ,. \. : e.; .... „ t \ \ams '\ \O • Vic... ,� �,,.\: ��._ ;.,�," \ �. "gg\g'� 4 ""A r \ \, \:` i, a \ v 1.\\., a.\. ..\. „ . �.. �k, \• .'asp eaf8 G-001m00 .�\., ... .:_ o\ \` \ \ a \ a \ SUBJECT PROPERTY tv " \ a' \,a \\ \�'. \\ « \ \. \ \ w,\\: ..�.. \. .\ \. ,\ ..\ ,\ DATE: \,. \, \ 110 \ 3 21 / =�\ �� 1 OF 14 a, 11 NNW < c. a SP \\ + qp y . 116 ot SITELAYOUT .��. NOTES: \.\ \ , ,< I. THIS IS AN ARCHITECTS SITE PLAN 15114 R \• . u., :• e' . ,.\ \ SUBJECT TO VERIFICATION 7,. a• \ O BY A LICENSED .�. y& \ SURVEYOR. THE INFORMATION M TION / < a a PRESENTED ON TH15 SI AN TE PL 15 TO THE .\ a. G \ A t \ate. ARCHITECTS BEST OF KNO EDGE. , �. .`;i'+" YX� � �.�r•::�'.\ .a4'T'..i�� ..6s �s �. •��.T. .3:'rod Z•1\ .� 2. SURVEY INFORMATION WAS OBTAINED � ;�# u, „\ � :�, �.. � �'�•' ` . C e .. �F: a .<........... FROM A SURVEY -7, 2020 VE DATED FEBRUARY \; a\\� ,\\\. ri Via. \��• >, AND PBY: \\ ..� . '� . �.:•' � ` REPARED \ 3 ...�.. . } \ 1$ \ a a ch°• a .\..., as <fi3 .•`40. .. ,._ ;,.� a. .. ., ... �\ \Z :..\.i.:. .' ft's \. r �.� '.&#•' , KENNETH M. WOYGHUK \\. ._...\ .. . . .. :.. \:.:�, <. : .. LAND SURVEYING PLLG G \B PO BOX 153 AQUEBOGUE, N.Y. 11931 Y1 Nq A a A Lu TELEPHONE: (631) 298 1588 LOOATION MA SCALE: NTS >t NOTF_5 $ 5FE(f,1 F I CA71 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABE3 E Y I A I I O I VS a) IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 675) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT Q 0 TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RE5PON5'BILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD IN5UL. INSULATION I- SPEGIFIGATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF Q O 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATIONINT. INTERIOR LJJ Z O 6" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W ; = N GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDI57URBED SOIL -J ; � GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) ! I_ TA I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE „ „ „ „ i W APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLE55 (I) 2 xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SO. FT., U.O.N. BM BEAM MANU. SPE- MANUFACTURER'S SPECIFICATIONS Q L1J >; 15 NECESSARY TO MATCH FLOOR HEICF+TS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT,AS � f � 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN55 TO REST A MIN. OF 4'-O" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. MAXIMUM f- Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED __-___ �- o (n Z STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL 50LID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL = PREFABRICATED WOOD I-JO15T5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. J � J 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM I- I.A � FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.6. UNTIL 151 TIER OF FRAMING 15 IN PLACE. O O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 O O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. 1.1. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINC75. I' Lo OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE � >_ d' m 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR EEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER Z SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. O WITH THE WORK. 6. MIN. HEADER TO BE (2) 2"x10 UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OG- G. -� OCCUPANCY = Q 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHAL_ BE IN ACCORDANCE WITH PAGE 6-003. f- � 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE IN516NIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE Z 6. NO DEVIATIONS OR CHANGE5 To THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HOVE AN ULTIMATE COMPRESSIVE STRENGTH AT 26 DIME DE51ON FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLE55 APPROVED BY THE ARGHITEGT/ENGINEER. DAYS OF 4p00 P.S.I., UO,N. J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMEN51ON , P. GONG. POURED CONCRETE -j 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHINO 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH > '* O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX 6RADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z 0) (D FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J rl 8. DRY HELLS A5 REQUIRED BY _)TATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED HOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COFFER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH �PLYWD. PLYWOOD Y eq O WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 - 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV.- ELEVATION P.T. PRESSURE TREATED Q Z eT-I NAILING A5 PER FASTENING 50HEPULE ON PACE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS (1) WALL TIE PER (3) 5Q.FT. --_- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, EQUIP. EQUIPMENT REQ'D REQUIRED = J N DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL CERTIFICATES, CERT. OF OOGUPAI�IGY OR COMPLETION AND U.L. APPROVAL V- ILJ 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. -�, EXISTING R1 � RISER � � � 'r'� APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. � = Li 11. THESE SET OF DRAWINC5 ARE THE PROPERTY OF ANTHONY PORTILLO,RA I AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMP051TE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM i r0-1 J O PERMISSION FROM THE ARCHITECT. ' ; UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NG STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 A30VE FINISH GRADE. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES - -- RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED V-O" AND AT EVERY 6'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING,UNLESS APPROVED BY ARGHIT'ECT/ENCINEER. NO FAR I FLOOR AREA RATIO ��STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. Lu15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE F.A.V. FRESH AIR VENT � 5.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISE5 REASONABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55ES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED ix Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLA55 AND LEAVE WORK FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED OLA55 Q BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND LuCONNECTED WOOD TRU55 CONSTRUCTION,THE TRU55 DESIGN DRA4-4IN65, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS �HK. THICK = J LIABILITY INSURANCE. ALL SHALL. COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE IN7IGATED, ALL FOUNDATION FOOTIN65 ARE TO BE A FOUND. FOUNDATION T.O.W. TOP OF WALL J AND ORDINANCES. I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, A5TM 037 SPECIFICATION FOR 6YP5UM LATH, OR ASTM C79 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITION5, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL 11 - "" COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 6" �,; MEET THE PROVISIONS OF ANTI/AHA A135.4 DA510 HARDBOARD OF DEEP 8 V-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ?IN 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35b HARDBOARD SIDING. ___ ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACGORDANOE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERTICAL .: AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: 6LA55 WINDOWS AND DOORS ATTORNEYS FEES ARISING OUT 5 OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1. ALL 6LA55 TO BE IN5U_ATED LOW-E, UNLE55 OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY _IUGR CLAIM,DAMAGE,LO R E EXPENSE (A) A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, IBLESICKPROPERTY DISEASE HE DEATH HE O CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. 6LA55 DOORS AND WNDOW5 SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF T�AN6IBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND CLEARANCES ARE PROVDED. ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIIOENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL SLIDING CLASS DOOR5, 5KYLIOHT5, AND ANY 6LA55 UNIT INSTALLED CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, HNGR NO ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLE55 OTHERWISE NOTE. BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN 1.9E MIGROLAM HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.OE 6-P LAM 1.6.2. ORIENTED-5TRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHA-L BE INSTALLED IN STRICT ACCORDANCE WITH P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFER50ARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SECIFICATION5. - - I6. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 JOIST McMILLIAN 2.oE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY �I I I �I � I '� O TCONCRETE,ETC. ARE TO BE CAREFULLY 5U ERNOT LIMITED TO FORM-HORK, BLOCK-HORK, V-ED BY THE NCONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE I I `l S U L A T I O I `l � F E I �,E 5 7 R A 7( O I�l R E O U I FZE�F N,75 STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. A LI SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIDRANINC75 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR AND SPECIFICATIONS OF T WILL NOT B2. PERMITTED WITHOUT WRITTEN ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. PROPOSED DESIGN GODS PR�SGRIPTI\lE 1�/�LU AUTHORIZATION OF THE ARGHITE:GT/EN6INEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A206.1 AND ANY COMPONENT GOMPL I F-5 I9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFAGTI)RER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL VALUE CITATION (PER 2020 N`(5EGGG) 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 6. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 - -- -- 20. CONTRACTOR TO REMOVE # RELOCATE AS REQUIRED ALL EX15TINO WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. MAX. U-VALUE = 0.52 U-VALUE = 0.25 WHICH INTERFERES WITH NEW GONSTRUGTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 6208 STANDARD SPECIFICATION FOR FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 ,FM/5f= YES IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH AIR LEAKAGE = 0.50 CFM/5F PER R402.4.5 $ TABLE R402.1.4 - CLIMATE ZONE 4 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.6.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL TIDING USED IN THE CHARACTERI5TIG5 OF THE ANDERSEN WINDOW SEGIFIED. THE MIN. R-VALUE = 4ci 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CEILING R-VALUE FULL HEIGHT OF UNCOMPRESSED INSULATION TO MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: PE51ON PRESSURE, R-49 INSULATION YE5 22. PROVIDE FIREBLOGKIN6 AS f'ER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORES5 (WITH ATTIC SPACES) EXTEND OVER THE WALL TOP PLATE AT EAVES (PS- I), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS A5 SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. PER R402.2.1 6 TABLE R402.1.2 - CLIMATE ZONE 4 OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOYsER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE MIN. R-VALUE = 49 UNAUTHORIZED UTE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. COPYRIGHT PROTECTION ACT OF 19x0 (AWGPA), WHICH HAS SEVERE PENALTIES, TEMPERED CLASS. FULL HEIGHT OF UNCOMPRE55ED INSULATION TO 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL CODES AND REFERENCE 5TANDAIZD: 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. GEILIN6 R-VALUE EXTEND OVER THE WALL TOP PLATE AT EAVE5; I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. R-4a INSULATION CEILING AREA SHALL BE LIMITED TO 500 S.F. OR YES NOTES, AND TABLES ON PACE 6-003 d 6-004. THE FASTENING SCHEDULE GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE (WITHOUT ATTIC SPACES) STATE BUILDING CODE, 2020 NEl^i YORK STATE RESIDENTIAL GORE,2020 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 16.2.1 SQUARE AND 209b OF TOTAL INSULATED GEILIN6 AREA, cn SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING MISSILE TEST OF ASTM EI996 AND ASTM EI886 AS MODIFIED BY 2020 NYS BG Z NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK HEX BOLTS AND SCREWS (INCH SERIES). WHICHEVER 15 LESS. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET STATE ENERGY CONSERVATION CONSTRUCTION CODE.. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR PER R402.2.2 8 TABLE R402.1.2 - CLIMATE ZONE 4 SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2,2• LAO 50REWS: LAO 50REWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ - 2 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS rl MANU. SEG.'s). ANSI/DASMA 115. g 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ASME BI6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) O WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. R-21 BATT INSULATION YES U CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE "11 ABOVE, WOOD STRUCTURAL PANELS WITH FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 26. COLUMN BEARING AS FOLLOWS: A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 8' SHALL (AF4PA) AMERICAN WOOD COUNCIL (AWG). SHALL MEET THE REQUIREMENTS OF CONNECTED I NATIONAL DESIGN BE PERMITTED A5 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND Ir WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE GONNEGT'ED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAM N6 SURROUNDING THE OPENING. PANELS SHALL BE FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = IQ YES 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS PER TABLE R402.1.2 - CLIMATE ZONE 4 PLUMBING CODE. WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE _ w 4. ALL MECHANICAL WORK SHALL. CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT COMPLIANCE STATEMENT: Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6AOE ARE SPECIFIED,MINIMUM A5TM A653, STRUCTURAL QUALITY, ON THE 1 ILDIN 15TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PECIFICATION5 ARE IN WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ON THE E3UILDING. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDIN6 CODE AND ANY CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ GODS ADDITIONAL ON LUR4CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV)REQUIREMENTS REPORTS. S SET FORTH IN THE MANUFACTURER'S FLUM INQ 7ABLE R501.1 CLIMATIC GEOGRAPHIC DESIGN CRITERIA PROJECT: CONSTRUCTION CODE. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG SYSTEMS TO NY5 PLUM51146 CODE AND NY5 DEC REOULATION5. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS N1 b" RI5E B w/(2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERSNAILSSPIKESAND STAPLESGROUND SNOMACOM BER SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. : , , . 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. W LOAD 25 LBS GENERAL WIND PROTECTION CONNECTION NOTES: E ALLOWABLE ADDITION ADAPTED FROM STANDARD FOR HURRICANE RE51STANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION STRUCTURAL MEMBER BASIC WIND SED 130 MPH SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDIN6 CODE AND AT BASE OF VERTICAL WASTE PIES. DEFLECTION CONSTRUCTION;TSTD 10-99 AND 2018 515C, RIGH WIND EDITION WOOD FRAME ASPHALT ROOFING 5HINGLES AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE CONSTRUCTION I. ALL SLOPED ROOFING 5HINOLES SHALL BE OAF-6LA55-A ASPHALT ROOFING MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THR2UGH FOUNDATION WALL AND PITCHED AT 1/6" PER RAFTERS HAVING SLOES 6REAT'ER THEN 3/12 EXPOSURE CATEGORY B I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SHINGLES OR APPROVED EQUAL. FLOORS, STUDS AND ROOF FF:AMIN6 SHALL BE PROVIDED. FOOT. L/1150 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 16.6.1 W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 2. APPROVED CONNECTORS, ANC:HOR5 AND OTHER FASTENING DEVICES NOT 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWI5E W0005GREW5 (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: 4040 DEEP HOLE DRIVE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE INCLUDED IN THE STANDARD EsUILDIN6 GORE, SECTION 2306 OF IBC SHALL AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL _ DISH WASHER.........................................2" INTERIOR WALLS 4 PARTITIONS R/160 WEATHERING SEVERE BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CONNECTIONS: KITCHEN SINK........................................2 ATTITUCK NY 11952 3. METAL PLATES,CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED _ 5HOWER/TUB, FLOORS 4 PLASTERED CEILINGS L/360 ' - LAVATORY... „ „ .........................................2 FROST LINE DEPTH 3'-O„ AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. - LAUNDRY .... 3 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL 3 PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOFMECHANICALHITCONNECTIONSNROVE SPECIFIED O 51MPSON MAY BE - TOILET............. 2' ALL OTHER STRUCTURAL MEMBERS L/240 DRAWING TITLE: CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. , FLOOR DRAIN..........................................3" TERMITE MODERATE TO HEAVY 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS 2. THE�SU55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED GENERAL NOTES SPECIFICATIONS. BY SIMPSON MANUFACTURER. EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 5HEATHIN6 AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE 6. ALL SYSTEMS TO HAVE ONE 3"MAIN VENT STACK AND INCREASED TO 4" ICE BARRIER REQUIRED YE5 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS THROUGH ROOFENERGY TABLE 5. NAILING OF ROOFING SHALL BE TO GORE. 3. ALL LOADING GAPAG .ITIET SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. „ INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL 7. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 b. CORROSION RESISTANT II OACE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING DRAIN COCKS AS REQ'D.ROSE BIBS SHALL BE PROVIDED WITH BACKFLOW RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER IS PERMITTED LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON PROTECTION. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES x4" LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 7 PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RAFTERS. 5. WASTE FROM CLOTHE E- WASHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT A5 PER WITH BACK FLOW PROTECTION. PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. g ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE5I5TANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381 9. THE WATER SUPPLY AN::) SANITARY SYSTEM SHALL COMPLY WITH LOCAL STRUGTURf�L DF51 CSN LOADS 7. FLOOR TO FLOOR HOLD-DOW1dS TO BE PROVIDED EVERY 46„ .AND EVERY 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. G-002w00 Ib" WITHIN 4' OF EXTERIOR GO' GYPSUM WALL BOARD CORNERS. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR USE �� LIVE LOAD DEAD LOAD 6. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED I GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TO CONGEALMENT OF PLUMBING. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER COMPOUND METHOD. ARCHITECT O J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. EXTERIOR BALCONIES 40 psf 15 psf PROVIDED NITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 2 ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 6, ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" OTHERHI IN CONCRETE/MASONRY HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED NOR ANY POTENTIAL DAMAGE THEREOF. DECKS 40 DATE: 1 21 1 03 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS DEEMEDAPPLICABLE TER RESISTANT (W.R) AT BATHROOMS AND WHERE psf 15sf p p BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. / / 2 OF 14 AND AT SPACING NOT EXCEEDING 4 ON CENTER. ELECTRICAL: PA55ANOER VEHICLE 6ARAGE5 50 psf AS PER PLAN 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET INSULATION TO 2017 NATIONAL ELEGfR1C CODE, NFPA 70 AND 2020 NEW YORK STATE IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT BEAT PRODUCING I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ENERGY CONSERVATION CONSTRUCTION GORE. ATTICS WITHOUT 5TORA0E (MAX CLEAR HOT < 429 10 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FIBEROLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SITE WORK CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. FOIL TO BE PLACED TOWARD WARM SIDE. 2. CONTRACTOR WILL FUZNI5H A FIRE UNDERWRITER5 CERTIFICATE UPON ATTICS WITH 5TORA6E (MAX CLEAR HOT > 42"9 20 psf 15 psf 1. STAKEOUT 15 TO BCOMPLETION OF WORK.E PERFORMED BY A LICENSED 5URVEYOR 4. FINISH JOINTS J-BEADS,NAIL DIMPLES, CORNERS, AND ED( 5 5HALL BE 2. PROVIDE 2" R-10 RIOV FOAM INSULATION FOR EXTERIOR FOUNDATION ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-12: 2. VERIFY ALL GIVEN DATA ON DRAWIN65. IF THERE 15 A DI5GREPANOY, CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE RECEIVE CLARIFICATION FROM P�RGHITEGT/ENCINEER PRIOR TO PROGEEDIN6. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. - GENERALLY,VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/ BATTERY BACK-UP IN: SLEEPING ROOMS 30 psf 15 psf 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDIN6 ALL OPENIN65. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: A. EACH SLEEPING ROOM STAIRS 40 psf 15 psf - 9" R-30 FOR FLAT CEILINGS SITE. STOCKPILE ALL EXCAVATED MATERIALS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 6.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 GUARDRAILS AND HANDRAILS 200 psf 15 psf - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION AREA IN THE IMMEDIATE VICINITY OF 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 5.25" R-21 FOR FLOORS THE BEDROOMS (GENERALLY THE HALLWAY) FOR BACK FILL MATERIAL SHALL_ BE REMOVED FROM SITE. MECHANICAL, FUEL 6A5: 12 sf FOR ATTIC G. EVERY LEVEL OF DWELLING ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf p 5. PROTECT TREES WITHIN E16HT FEET OF THE BUILDIN6. I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC,) P 15 psf FOR CATH. NY5 MECHANICAL CODE AND FUEL 6A5 GORE "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A5GE 7-10 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDONN DETAILS T`I'C I SAL NA I L I NO/STRAFF I N FOR FASTENING SCHEDULE A °- UFL I FT, SHEAR, $ LATERAL Jul I ND RES I STA1�� a ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p Z O SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, UJI "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMP5ON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) J = � ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W e-1 FUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) uj >: ' FASTENER SPEC. FASTENER F_ Z HOLDONN HOEDOWN DESCRIPTION GONNEGTION A FOR NEW +E EXIST. I `� L I `�O 0 R I AND QUANTITY SPAG I NG = Z FOUNDATIONS J E F— J N ROOF � CEILING FRAMING �_ ' � � I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d a) C) ENDWALL NDWALL -�"."•---"' COMMON NAIL w/o PREBOREv HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER a L0 m (3) 2x FULL (3) 2x FULL CORNER STUD �""-" 2" HEIGHT STUD. HEIGHT STUD AT RAFTER TO RIDGE �' 2.WooD Is ASSUMED ro BE DF,M2 a BTR. IN DRY USE CORNER STUD ONNEGTED TO �••"=� " R.R. 2• SERVICE Z r-CONNECTED TO TRANSFER SHEAR CONNECTION: 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER J015T O TRANSFER SHEAR CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP = p "51MPSON" HDQB �h • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL HOEDOWN ANCHOR ® ' 2-I6d COMMON FOR STRAP - 3 8 d COMMON • • • • � HOLES,SET NEW MEMBER. � 2-I6d COMMON LOCATIONS NOTED NAILS a 6" O.G. 4 NAILS a EA. END OF STRAP. 2��q 4,NO MIXING OF NAIL SIZES OR TYPES ALLOWED Z NAILS m b" O.G. 6ON PLANS `. f CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAPQW„ 10 OG. IF BLOCKED ,,O O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH 5.SEE SECTION 6 FOR ANY RECT TO CLINCH THE NAILS(TOCORNER POST 1~~`� ` G.J G.TIETIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEEJROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE > R} C) "SIMPSON” HDQB --� � USE 4 8 d COMMON NAILS a HOLDOWN ANCHOR a EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOGKIN6 TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END J r'I LOCATIONS PLANS �= ° a SLOPES OF 5:12 AND GREATER SECTION ON 12.4-PLACEMENT OF NAILS 4 SPIKES t TABLE C) RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q 4 d °4 Z° CONNECTION BI I$ B2 A- RAFTER TO TOP PLATE TO STUD -� N ` HOEDOWN INSTALLATION OPTIONS: CONNECTION: NAEL FRAMING U- uW co timLf) FOR NEW P. GONG. FOUND.'s ; FCR STRAP - 3 8 d COMMON NAILS ® 152 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMONIPER FOOT 0 _al O HOLDOWN CAST IN PLACE w/W&�D THREADED ROD • • EA. END OF STRAP: • FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s . , SIM WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE 1/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO __- �I • • Nom GEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE w/ SIMPSON SET(HIGH STRENGTH EPDXY 1J MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24110.0. W ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I it SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) I6d COMMON 16" O.G. ALONG EDGES � �`"" .. FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOGK) ri— FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME . TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD w/7/8m THREADED ROD W CONNECTION ' FOR .J. TO R.R. - q 16 d COMMON NAILS -...." G REOUIREMENT5 FOR --.-.... BOTTOM PLATE TO FLOOR J015T, BAND JOIST, F_ RAISED G.J.'s(WHEN -I6PER FOOT d COMMON I� V APPLICABLE) FOR EA. PLATE TO STUD ABOVE s OR BELOW AT OJTO TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 2 _ J J HOEDOWN 'C' HOEDOWN 'D' U_� _16_d COMMON NAILS FOR G.J. TO G.J. - a I6d COMMON NAILS FLOOR FRAMING � Q : FOR NEW d EXIST. FOR NEWLY POURED �c CONNECTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATIONS FOUNDATION a ONE STORY ONLY �` • (3) 2u FULL ENDWALL HEIGHT STUD BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END CORNER STUD .: CONNECTED TO a . TRANSFER SHEAR HEIGHT STUD "•�-••""""�� c BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END `° ���"~ . �� "SIMPSON" HDQB • AT STUD TO FLOOR ASSEMBLY HOEDOWN ANCHOR �® ° . NAIL COMMON (3) 2x FULL I • G2 -.-. -... __; ° TO STUD GONNEGTION: BLOCKING TO SILL or ",. LOCATIONS NOTED NAILS ® 6 O.G. � ,..- • i TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK ON PLANS o C O.G. IF BLOCKED4AFOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST ~ NAILS a EA. END OF STRAP t o JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-bd COMMON PER JOIST 2-I6d COMMON 11 ! FOR EA. PLATE TO STUD ABOVE b OR NAILS ® " OZ BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a ROOF SHEATHINO a STRUCTURAL PANELS: a „SIMPSON" ST D14RJ GONNEGTION DI s D2 SOLID INTERIOR ZONE __ 8d COMMON b EDGE / 12 FIELD HOEDOWN INSTALLATION OPTIONS: BLOCKING PERIMETER EDGE ZONE ° ad COMMON b" EDGE /b" FIELD • EA.BAY &ABLE ENDWALL RAKE OR RAKE TRU55 w/ bd COMMON 4" O.G. FOR NEW P. GONG. FGUND.'s ...-••" UP TO 9" RAKE OVERHANG HOLDOWN CAST IN PLACE w/'7/6"O THREADED ROD ""�"" • -- FOR EXIST. P. GONG. 0R NEWLY CURBED FOUND.'s ° �" " AT 5TUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ IMPSON" SET(HIGH 5TREN6TH EPDXY 17 I/2" MIN. FROM ___.___.__._.. GYPSUM WALLBOARD =_ FIELD (HIGH STRENGTH ADHESIVE), b FOR TEMP.'S O°F-40°F USE _'SIMPSON" AT CORNER � � I 5d COOLERS 7 EDGE / 10 ACRYLIC ADHESIVE) a FOR STRAP - 3 8 d COMMON NAILS a EA. I ONE REBAR • END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHINO FOR EXIST. /NEW C.M.U. (GONG. BLOCK) SPECIFIED FIED ON \ TYP. FOUND. NOTE • FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - FILL TOP 2 COURSES SOLID � CAST IN PLACE HOEDOWN • 1 ' w/Wb"P THREADED ROD _2 _I6_ d COMMON NAILS , STRUCTURAL PANELS lad COMMON 6" EDC7E / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO ° FLOOR CONNECTION W/ # LPT4 SIMPSON (OR STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS 7" EDeE / 10" FIELD NAIL NO/STRAFF I NO @ N 11�DON/DOOR HEADER �' ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES _..__..___.__...� OF EA.STRAP TOS' E EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) 2 NOTATION: ALTERNATE USE U 51MPSON H2.5PJ A - NUMBER OF ad NAILS® EA. END OF STRAPPING (2016 WFGM, TABLE 3.7,P. 18q) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.2315,P. 2qU � I" or LE55: __ w ......--••-" 6REATFR THAN I": ad COMMON b EDcSE / 12 FIELD � / G - NUMBER OF FULL HE16HT KING STUDS a EA. SIDE OF HEADER(2015 WFGM,TABLE 3.230,P. 2q2; .• - IOd COMMON 6 EDGE / 12 FIELD ALTERNATE AS PER TABLE 3.23D,P. 2q3) ..� • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A ___ D (2016 WFGM,TABLE D P. EA. AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. E - NUMBER OF JACK STUDS D- A. END H HEADER(2016 WFGM,TABLE TO EN P. 288) FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 O.G. AT THE PANEL EDGE TO OBTAIN HIGHER F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE � PLATE(5) CONNECTION G ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.6,P. IqI) a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E �~~�: ° ° ° ° ° d ° 2 NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FOR STRAP - 3 S d COMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDIN(5 4' ON EACH FASTENING SCHEDULE B ~ •• • ° J a END OF STRAP (WRAP STRAP UNDER SILL PL.) F SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MACOM BER ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN65 �`'""~ - �° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 EDITION) ADDITION ~ '' ° 2 16_ d COMMON NAILS A NOTATION ROUGH P' B G D E F 6 OPNG 4040 DEEP HOLE DRIVE 2'-0" 2 I I I I I MATTITUCK, NY 11952 \ 4'-0" 4 I 2 2 2 2 Si=L I G I NO OF TOF FLATS QABLE ENDNALL PROVIDE (2) 2"x1o" HDR (MIN.) U.O.N. 6'-0" 5 I 3 3 3 3 5RAGINO/57RAEFIN5 DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE - BLOCKING 2 FOR RAKES E KES 12" R HOLDOWN, ANCHOR BOLT, 2 3 4 4 4 }— SPLICE } TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING m I2"O.G. LENGTM I FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES 540 - 4'-0" O.C. r0 AGHEIVE RAKE 0.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOFFASTENING SCHEDULE --- BUILDING MINIMUM SPLICE I",' BUILDING MINIMUM SPLICE'=,4 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT) f, TYP. STRAP w/(3) bd NAILS EA.END PAGE: 12'-0" 2'-O"/2'-6" 12'-0" 3'-O" OF EA. STRAP ATTIC _ f ®®3 0 I6'-O" 3'-O"/3'-4" I b'-O" 4'-0" ANC.,HOR BOLT SFEG 1 F I GAT 1 Oils 20'-0" 4'-O"/5'-O" 20'-0" 5'-0" -tBL-H 1 SPECIFICATION (2018 WFGM TABLES 3.2A 8 3.25, P. 157 24-O-160) „ 4-O„/5-O„ 24,-O„ (51-011 BACK m 4'O$OY CORNERG. gq=� CONDITION FOR ALL STRUCTURES: DATE: 11/03/21 3 OF 14 • , 5/8,"-V ANCHOR BOLTS a 3L O.G. :2951-0” -5 O /6-3 28-O -11.011 n 11 SECOND FLOOR m 1 i NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-O” 36'-O” a'-O" CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE " LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'—O" b'-0"/10'-O" 40'-o" II'-o" I. MIN. 7 EMBEDMENT INTO CONCRETE BLOGKIN6 2 BAYS • PROVIDE AN EQUIVALENT NUMBER OF NAILS END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-O" O.G. CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL 2. TABULA BSPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" " " IN 50'-O13'-0TYP,STRAP w/(3) iv TOP TWO GOURSES SOLID ad NAILS EA. END 3.TABULATED SPLICE LEN6TH5 ARE BASED ON 5 FOOT WALL b0'-0" 12'-O"/15'-O" 60'-0" I6'-O" OF EA. STRAP 0 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 LATERAL LOADS SHALL BE MULTIPLIED _= FIRST FLOOR PLAN DIAGRAM OF ZONES FOR ALTERNATIVE WALL HEIGHTS MULTIPLY Y THE ABOVE 70-O 141-0" -To'-a" I q-o _ NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR - �� (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 3. ANCHOR BOLTS ARE TO BE BETWEEN b�� 12 9501-011I6-011 9501-011 :221-011 FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 (SEE DIAGRAM TO LEFT) 10'WALL- 125 11'WALL- 1.5-15 BLOCKING 2 BAYS 12'WALL- IS THIS COLUMN w/MULTIPLIER BACK® W-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAMINO GRAPHICS GONTI NUOU5 BUILT-Uig C I RDERS, 5 OR MORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REO D FOR FRAMER TO HAVE A F I REBLOC,<I NC FOR PLATFORM HOOD FRAM I N( Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMB_Y REQUIREMENTS: t= a)(FOR ENGINEERED LUMBER Pe. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) w Z o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 e 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION � W = N DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARINO NALL PATTERN THREE CR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES ..J I- MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS Iod NAILS• 12"O.C. 101Q THE SPAN LENGTH FROM AN INTERMEDIATE W >; 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Ti STU a (5)ROWS Iod NAILS• 12"O.C. SUPPOR-. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. F- Z _ j P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE SUBFLOOR SUBFLOOR C (2)ROWS I/2" m BOLTS• 12"O.G.5TA66ERED; TWO_p1ECE JOINTED ON THE SAME 51DE OF THE SUPPORT. Z /\ 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 0 = \ \ PLATE SERVE AS FIRESTOPPIN6. J DBL.® ENDS � � J SOLE PLATE -- --.-- BUILT UP GIRDER P MAX.52" NAILING: � \.. , � , � SOLE PLATE D [(2J Rows I/2" m BOLTS• Ib^o.c. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE /' \r J FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE a) Q �� \\ J015T SERVES AS FIRESTOPPING. SIDE WITH IOd NAILS TWO NEAR EACH END OF \ Q E (2)ROWS I/2" m BOLTS a 24"O.G. { Q Q BETWEEN I/b EACH PIECE, OTHERS STAGGERED WITH A DISTANCE �� 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING d F LO Ix TDE OF ME SCREWS m 12"O.C. e V4 of A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL \ OR OF NONCOM-BUSTIBLE FILL. SCREWED ON(I)SRU OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH /j Z (2)Rows 5-5/8" IVE O ME SCREWS• Ib"O.C. / �' SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH i 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE Q { SCREWED ON(I)SIDE OF MEMBER ` JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" U AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = JOISTS SERVE A5 FIRE5TOPPING. (2)ROWS 3-5/8"TRUSSLOGK SCREWS•24"o.c. BETWEEN NAILS IN A HORIZONTAL LINE. F- H SCREWED ON(1)SIDE OF MEMBER / \ MAXIMUM OFFSET JOIST (2)ROWS 5"TRUSSLOGK 5GREW5. 12°O.G. THREE-PIECE - 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Q W J BUILT UP 61RDER P MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS -j J015T DEPTH, d 5GREWED ON BOTH SIDE OF MEMBER NAILS ON EA. 51DE w/ TWO NEAR EA. END OF EA. ® SERVE AS FIRESTOPPIN6. J 00 MATCHED 51ZE OF BLOCKING (2)ROW5 5"TRUSSLOCK SCREWS• Ib"o.C. 4 �\ �: y_ UNDER NON-LOAD BEARIN FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE j' S > 1* C) PARTITIONS a 52" O.G. BLOGKIN6 S� - --- OTHERS STAGGERED w/ A DISTANCE OF NOT MORE If" - 8. THE HEADER SERVES AS FIRE-STOPPING. a) (D L (2)ROWS 5"TRU55LOGK SCREWS• 24"O.G. BETWEEN I/b Z SCREWED oN 50TH Sipe of MEMBER s i/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. T1 vjI 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL J r'i Q DOUBLE PLATE - - - - / BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z GE I L I NG BRAG I NG �. FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS / STRINGER To SERVE AS FIRESTOPPING. 11 CANTI LEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W 20d NAILS AS SPECIFIED = Q Z GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N 3 CONNECTION PATTERN'B'WHEN 10' OR LARGER / �i _I FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH w CD STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 \ / \ APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL � i 'r'� OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER P GIRDER5 ARE TO BE SECURELY ANCHORED TO � � /� I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH fes' � ISS SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS F'A`BLE END MASONRY PIERS, NAILED TO WOOD POSTS OR / i FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF Q Q LATERAL BRACE• V O.G. T�55 BOLTED TO STEEL COLUMNS. ! THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 J Q BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) Iod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G. . AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL C,J� PLATFORM FRAME CON5TRUCTION 5HRINKA6E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NA I L I NCS FATTERNS FOR SIDE LOADED 5EA1MS (io .. FLU✓I 1 BEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE AS FIRESTOPPIN6. l0) 8d -LOCATIONS RECUIRUN6 FIF:ESTOPPIN6- W NAILS � m FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 5TOPPIN6 STOPPING FIRE- FIRE- FA5TENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING SOLE 0 MULTIPLE-PIECE MEMBERS JOIST "" 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' III ~ _ J 2 ROWS Il 5 ROWS Ibd Z ROWS 2A 2 ROWS)5' 2 ROWS JI" FIRESTOPPINS WHEN i LOCKING 2"x4"BLOCK NAILED TO EA.BRACE VERTICAL U J W/(4) IOd NAILS COMMON COMMON �LTg•24" BOLTS BOLTS O 12"O.C. •12'OG OO•ST 012-0,0. O 6'O.G. COVERING IS APPLIED STU D 20 ga.STRAP TO UNDERSIDE OF Q Two Rows I2°O.C. THREE Rows 12"O.G. GYPSUM BOARD .1oI5T^s LOCATION I LOCATION 2 LOCATION 3 DOUBLE PLATE: *5d COOLER NAILS® 10"O.G. (10) 8d NAIL BEAM SELECTION W STD. NAILING ° ° ° ° LOCATION 4 ENDWALL STUD AS NOTED IN NOTES -7 4 8 5 J015T SHALL BE LOCATED DIRECTLY +N DEN TES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° F OPPI NS ALTERNATE OVER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12"a FIELD FULLY BLOCKEDEDGES SOLE of ORDER .: I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD 50REW5#b - W TYPE IN OR 5 FIRESTOPPING 2.HOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b'O.G. LOCATION 5 LOCATION b FROM TFC TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROU64THE FULL INTERIOR' STUD DETAIL THICKNESS OF THE MEMBER.USE KNSHERS UNDER WAD AID Ill O O 0@ O n © © O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". C © O Oc, O Q III' 2'SPACE NOT � ATTACHMENT ©ALLEY EE 4.FOR A THRPIECE MEMBER,THE SPECIFIED NAILING IS FROM EAGDE N SI . TO BE FI FIRESTOPPIN6 III ;i' u-ED ® APPROX.`ixNCH THICKIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO �' BOTH SIDE OF THE MEMBERo V, b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPAGIN6. LOCATION '7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS, FIRESTOPPIN6 STRAPPING w/ LOCATION c{ 4 8d NAILS 7.2 ROWS of Ibd COMMON NAILS(12'o.GJ FOR Dt�iFr I2.OR LESS LOCATION 8 o EA.END a R.R. b.5 ROWS OF Ibd COMMON NAILS(12'O.CJ FOR DEPTHS OF 1 4 18'. LOCATION 10 FULL WIDTH 21, BLOGKIN O - " OONSTRUGT I ON DETAILS 4 1 11 ND LOAD PATH OONNEGTI ON DETAILS TOP PLATE DRILL 2"4) INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEIN NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 Iod CONTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW # EX. R.R.AS 5HOINN KING STUDS � PLAN VIEW NOTE: O SIMILAR 0 N LINE SHED' WOOD JOIST HOOD JO I S � CRIPPLE STUD � BLOCKING JOIST HANGER HEADER z GENERAL REQUIREMENTS FOR GENERAL REOU I REMENTS FOR INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER -� o HOOD GIRDER JACK STUDS NOO MAIN MEMBER fl D JOIST -0 -'� JOIST FRAMING OVER HOOD GIRDER JOIST FRAMING FLUSH NI TH G 1 RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: IAM.x 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. Y5 THE OF 1. NAILS SHALL BE DRIVEN PERPENDICULAR TO A5 SHOWN TABOVETHE NAIL FROM THE MEMBER END, THE MEMBER,STRAI(5HT THROUGH AND BENT OVER M ACO M B E R A MIN. OF (5) NAIL DIAM.'5 AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR TH15 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE: NAIL RAFTER 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST NALL STUD NALL STUD EJ WHEN FASTENED TOA 2"x4" TOP PLATE 3 TOE NAILS 4040 DEEP HOLE D R I V E IN EA. SIDE WHEN FASTENED TOA L 2"xb" TOP PLATE. BOTTOM PLAT BOTTOM PLATE J BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURING © STD. SIDE NALL DRAWING TITLE: NALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SI CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING NALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION I STUDS TO ATTIC FLOOR 4 BLWO TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) , U PAGE: u TOP PLATE a 0 N WIND RESISTANT GONSTRUGT 1 ON CONNECTORS GHIM. CHASE WALL Q v �* o CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO 3 RI DOE-TO-RAFTERS 0520 (9 21" APPLY TO EACH PAIR OF RAFTERS Z a RAFTER-TO-NALL H-7 APPLY TO EACH RAFTER DATE: 11/03/21 4 OF 14 ROOF RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z F.EC'D BLOCKING J N PLATE-TO-WALL STUD 0520 © I8" TO ALIGN w/STRAPPING Q w a APPLY TO EACH NALL STUD ® Eft. LEVEL ABOVE 2ND. -TO- T. FLOOR WALL Tor C520 © 56 THE FIRST FL. ®z w FLOOR NALL ISFLFA I� APPLY TO EACH NALL STUD FLOOR/GL6. 0® HEADER-TO-JACK STUD C520 ® 12" APPLY TO EACH JACK STUD_j k 1 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH 5IDENALL END IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE SIDE YIEW FLAN \1IEW (USE KITH 3 SQUARE NASHER5) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OEN RAL 5)'M50L <E)" : Q C-) _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. N -� EXISTING TO REMAIN WHEN APPL I GABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL / Q Lu �- 5TL. WHEN APPLICABLE) // Z NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL ` O WOOD FRAME (1_.G. 5TL. F05T FOR 4 WALLS J J WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUCTURAL Lo Y P05T FOR b" WALLS), U.O.N. m d) O NEW 2-HR FIRE RATED O WOOD FRAME (L.6. 5TL. Lo m WHEN APPLICABLE) d' m Z O 2 p Qw J J 00 Z Cfl Y � QZVA V- wCfl Lo IX 1-4 N m cr- w D U W = J U J � II -- -------------------------------T - ----- ----- --- -�__=- 1 _--- -----� ti EXISTING DECK TO r11 c IIII S:" EE REMOVED IIII EXISTING DOOR(S) TO I BE EMOV STINO �D S III I EXIST. I IIII I I I I EXISTING STORAGE I STORAGE I 1 To BE DEMOLISHED EXIST. DECK I I TO BE REMOVED H I IIII IIII EXIST. DECK I IIII I I I I III I I L------J I �I I — — ____— — - -- — — — — ----�____- — I — — EXIST. LIVING ] l II I EXISTING DOOR(S) EXISTING DOOR(S) ROOM TO BE REMOVEDTO BE REMOVED __ _� L----J I I II 1 1 1\ 2x6 EXIST. EXISTING DOORS) TO BE REMOVED�I.h�I II EXISTING BATHROOM Hill I TO BE DEMOLISHED III 1 EXISTING WALLS TO III EXISTING DECK TO I L I I BE DEMOLISHED III BE REMOVED 1 - - - - - - - - - - - - - - - - - - - - - - - L---- ---- ---- ----- ---2x8 C----- --- -------1 rl - r- 1 --- -- EXISTING WALL5 TO I C-- 1 - - Ln�1 1 EXIST. - _� L-- r SE DEMOLISHED I BEDROOM 1 71 1 = \( � ji 11 1 o ? r �J XI5T III iSJ 1 EXI5T. LJ IIII I X157. EXIST. Q BATHROOM BASEMENT EXIST. 2"x8" STORAGE 1 1 III 1 BATHROOM I ® IS" OG NI III EXISTING WALLS TO I I 1 1 1 ---_= EXISTING BATHROOM EXISTING WINDOWS III I L -- I TO BE DEMOLISHED 1 X ® 1 R- BE DEMOLISHED�� 1 I TO BE REMOVED w NI III --�� I IIII I 1 I GHIM� w m I,aX cV / �4xba I L__ -- --� -------1 ----J� Z \ OVEN � -I w -- ------------� L------------------L----1J IIII WH INH EXIST. �------ I---------1 \ ALL EXI5TIN6 CABINETS, HALLWAY PLUMBING FIXTURES 4 1 1 w EXISTING WINDOW i APPLIANCES TO BE REMOVED I EXIST. 2"x8" TO EE REMOVED i m IS" or, 0 EXIST. _ all BE REMOVED 1 w --- — —� I X0 U x V MECHANICAL WIDEN FOR ACCESS I 0� I EXISTING RAMP TO O O AS PER PLAN 1 1 IIII F n N 1 I' II NII II EXIST. ,,l` r I EXI5T. DINING i 111 1 X ® X ® KITCHEN ROOM i w w EXISTING Docr(S)� PROJECT: TO BE REMOVED EXISTING KITCHEN EXISTING WINDOWS I I TO BE DEMOLISHED TO BE REMOVED �� 1 1 � 1 F- D��-- � I i I MACOMBER ( EXISTING WALLS TO ADDITION Q -- -- =IL---- --------I - DEMOLISHED------ _ L L_-�-- L-------------- j - - - - - - - - - - - - - - F------- T-- ------- ---------------------------- 1 I I I EXISTING WINDOWS 1 1 EXIST, 1 1 1 1 TO BE REMOVED 1 EXIST. 2"x8" BEDROOM ® I6" OG DEMOLITION NOTE: �X m �� DEMOLITION NOTE: 1 1 1 PROVIDE 5HORI NG AND SUPPORT TO ALL AFFECTED 1 11 t 1 4040 DEEP HOLE DRIVE 111 PROVIDE SFfORIN6 AND SUPPORT TO ALL AFFECTED MATTITUCK, NY 11952 1 W111 I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT 1 I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT 1 EXIST. OF ANY DEMOLITION OR CONSTRUCTION. 1 EXIST. pll OF ANY DEMOLITION OR CONSTRUCTION. I I STORAGE 411 OI BE REMOVEDTINO DRAWING TITLE: I 1 1 TEMPORARY 5HORING/DEMO 5EQUENGING NOTES: ��I III TEMPORARY 5HORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS b GIRDER PER DEMOLITION EXISTING WINDOW 8 —�4" STEP III I 1 PROPOSED DEMOLITION PLANS PORTION OF WALL5 I. INSTALL TEMP. POSTS d GIRDER PER DEMOLITION I PLAN $ PER DETAILS. 1 II HillPLAN E PER DETAILS. 2.REMOVE EXIST. GIRDER. TO BE REMOVED I 1 2.REMOVE EXIST. GIRDER. I i 5.INSTALL NEW GIRDER PER PROF05ED PLANS;SECURE I—I 5.INSTALL NEW 61RDER PER FROP05ED PLANS;SECURE i EXIST. FLOOR JOISTS TO NEW 6111 EXIST. FLOOR JOISTS TO NEW GIRDER. J 4.REMOVE TEMP. POSTS 4 GIRDERS. 4.REMOVE TEMP. POSTS d 61RDER5. L EXIST. VI"WX4'5"H D.H. PAGE: FROPOSED BASEMENT DEMOLITION PLAN FROPOSED FIRST FLOOR DEMOLITION PLAN 50ALE: 1/4" = I'-O" SCALE: 1/4" = P-O" A-10loOO DATE: 11/03/21 5 OF 14 I.L. Q U NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED \ WOOD FRAME (L. . STL. WHEN APPLICABLE) J = N 6 EXISTING TO REMAIN W NEW WOOD FRAME: (L.6. � NEW FOUNDATION WALL � Q LLL >: STL. WHEN APPLICABLE) 11 // �� F Z NEW I-HR FIRE RATED MIN. (2) 2x4 STRUCTURAL G � � Z WOOD FRAME (L.6. STL. I- J X POST FOR 4" WALLS WHEN APPLICABLE") (MIN. (2) 2"x6" STRUCTURAL JLo POST FOR 6" WALLS), U.O.N. 0) O NEW 2-HR FIRE RATED O " p O WOOD FRAME (L.6. STL. LA m WHEN APPLICABLE:) m Z O _ . 1i it FOUNDATION PLAN NOTES Z Q J uj TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: J oo O • (2) 2"W P.T. SILL PLATES w/COPPER TERMITE SHIELDi Z C) 4 SILL SEAL • ANCHOR BOLTS AS PER PACE 6-005 j rI • P. GONG. FOUND. WALL AS PER DETAIL UPON Y r I O • P. GONG. FOOTING A5 PER. DETAIL • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR Q Z � • B.O. FOOTING 5'-0DELON GRADE MIN. • 1/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN N APPLICABLE) LLI (D • AIR ENTRAIN P. GONG. FORPORCHES/PATIOS/ Lo Ix Tq STOOPS (WHEN APPLICABLE) 1` L!') • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET FOR HEIGHT OF WALL 4 51-AS (WHEN APPLICABLE) O OHOLDOWN: 2 HOLDOWN 'D' AS PER PAGE 0-003 O LU mm � 4 O BEAM POCKET (T'fP) C-) 64'-V2" LLJ TYP. 5TL. COL.: 37-`I�2 26-4" J O SEE NOTED DETAIL A5 PER FLAN 4'-q" 3'-2" = 5 FREEZE PROOF H05E BIE:_ Q O FASTENED w/MASONRY AN014OR5 (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) _ - - - - - - - - - - - - a - - - - - - - - F % I I — II :.ate• '::ov:; OP. GONG. PAD FOOTING AS PER NOTED DETAILS $ II (- - - - � - - - - - - - - - - - - - — - - - - - - - - - - � STRUCTURAL PLAN NOTES (TYP) O `f I q I FOUND 4 P05T5 FOR WD. DECK: I I I ( iOa" I _ O IND. P.T. POST 4 P. CONIC.DE01 RUPON FOOTIN(9 AS R CK DETAILS 4 STRUCTURAL PLAN NOTES ((TYPJ I a I I I dJ dJ FOR WOOD STAIRS 0 GRADE: NEW BASEMENT I 8O 4" THK. P. GONG. PAD 8 AIDE x R.EQD LENGTH UPON - - UNFINISHED 6" 6RAVEL UNDER 2"x12" P.T.. STAIR 5TRINCER5 ® UNHEATED I MAX. 16" O.G.,U.O.N. (MIN. 5 STRINGERS) 326 S.F. e l a 3 tt TYPICAL LEDGER BOARD a EXT. DECK: OI. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS - 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAC? BOLTS — — — — — —< — — - — — — — a 16" O.G. 2 3. INSTALL H.D. 6ALV. J015T HANGERS BY 'SIMPSON' (OR I 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 _ - in BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL EXIST. ' BASEMENT ELECTRICAL PANEL: 10 NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS PER NY5 ELECTRICAL CODE I A-5401 NEW MECH. ROOM: _ ( NEW BASEMENT QQ II I. IR HANDLER RHEEM 2 4 3 TON d RHEEM X UNF I N 1 SHED NEW A L ( ) u� EXIST. I a0 GAL. OAS WATER HEATER TO THI5 q I STORAGE I ui UNHEATED LOCATION m "i4q S.F. 2.INSTALL AS PER MANU. 5M.mo.'s I * 41 5.F.A.I. THROUGH WALL ® ® I 6 4.FLUE THROUGH WD. FR. CHASE 5. MAINTAIN 30"x30" CLEARANCE IN FRONT OF a-4o1 I m MECHANICAL UNITS AS PEFI NYS MG 306.1 6.MAINTAIN ALL APPLICABLE VENTING - CLEARANCES REQUIRED PER NY5 MG 804. -i. DISCONNECT,REROUTE, 4 RECONNECT A L _ _ J W - - I A N EQUIPMENT TO EXISTING PIPING AS R.EQ'D A-501 TON AI ( z _g -301 Z TYPICAL MECHANICAL OM NOTES: I I ANDLEI�, Q I _ I 2 RO 1. FOR WD. FR. FLOOR- PROVIDE 1/2" GONG. BD. BY J Lo\ � - n "DUROGK" (OR EQUAL) u) 6 I Oi O 2. FOR WD. FR. GL6. AND/OR WALLS - PROVIDE (1) 0I 11 0 LAYER OF 5/8" TYPE x, GYP. BD. UL U505 (OMIT ON * 0 -w GONG. WALLS) = I- EXIST. ( m 0 1 - 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. MECHANICAL I Q _ _ 4. WHEN EXIST..,MEGH. EQUIP. SHALL R NY5 MECH. ABE VERIFIED THAT ND FUEL rvA5 DE X - - - - -t L J J 4 I W IT CONFORMS TO NYS MECH. AND FUEL OAS CODE X D I L - L - -J 10'-,,I/ 5'-O" q'-10 I a 5. COMB. AIR VOLUME AS PE:R MANU. 5PEG.'s - PWVIDE EXIST. y2 y2 FRESH AIR INTAKE FROM EXTERIOR WATER I I ELECT. 6. MAINTAIN OR PROVIDE FUIZNACE/BOILER ELECTRICAL SERVICE PANEL OC EMERGENCY SHUT OFF 5WITGH -I. FOR 6A5 SERVICE, PROVIDE GAS SHUT OFF SNITCH � I' I PROJECT: 8. CLEARANCECATE S AS PER CODE LOW FOR PROPER _ - - - - - - - - I Q I 9. PROVIDE 3" FLOOR DRAIN +€ CONNECT TO EXISTING -17 EXIST. EXIST. n MACO M B E R SANITARY SYSTEM AS PER NY5 PLUMBING CODE 2'8"WXI7'H AWN. `t 2W'NXI'7"H AWN. — L J 8 ADDITION ONAVIEN WATER HEATER MODEL NPE-5ERIE5 - - 12 (OR EQUAL) I _ : - - - _ - I 10 EXIST. - - -- - - - -- - q - - - AI-01 - - 3 5TORAOE l a-`�I a n II 1 - 4040 DEEP HOLE DRIVE 77 m z I I I - $$ I �• I I I n NEW HOPPER WINDOW W.H HATONNDL R 12 I il' I m a MATTITUCK, NY 11952 3 — — — LLIII 2'8"WXI'2"H AWN_ — -- -- F i - — — — — — - - DRAWING TITLE: PROVIDE 4.. - - - - -L - - - - - �- - - - - - - = _ _ _ = _ —__ — GONG. SLAB L - - - - - - - - _ J 2 F 3 PROPOSED FOUNDATION PLAN O C Q PAGE: 0 5 10 20 PROPOSED FOU r�ATION PLAN GRAPHIC SCALE 1/4"=1'-0" A-102mOO O S.F. HAB 1 TAE3LE SPACE; 2,21� S.F. CROSS AREA 50ALE: 1/4" = 1'-01 DATE: 11/03/21 6 OF 14 =RAL � � °�� � ' DALL NEV4 ETAILS.WWS INDODOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING STRAPPING SGHE)7ULE Q W CHART DOOR MATERIAL PARTIAL HE16HT jnilj�(ppjn( -- 0 -{ EXISTING TO BE DEMOLISHED NEQ WOOD FRAME (L.6. STL. ____.____. m_�._._..___��___ ________ - _. . . ... -.. - - - ,_... . _..._. --------------- -- --- W Z WHEN APPLICABLE) EORE55 �- W r N TA6 DESCRIPTION EXI5TIN6 TO REMAIN CLEAR Q i. < � NOTES -� T1 ROUGH OPENING WINDOW DIMENSION NEW WOOD FRAME (L.G. NEW FOUNDATION WALL ` /, TAO TYPE MODEL # OFE_ __-..__._. WIDTH REGNDN 20" WIDTH HH G © !` < Q W __._.. .. ._I-.._-. _.. - HEIGHT REGD:240 IF WIDTH HEIGHT WIDTH f-EIGHT OPEN REG'D: 5.'1 S.F. EXTERIOR F- Z STL. WHEN APPLICABLE) I (F t FF I II I II WOOD FRAME RATED 52 POST FOR 4" TRLULSTURAL Z NEA I-HR II / A (2) DOUBLE-HUNG TW2052 2-2 3-4 i 2-1 3-4 - - - -. ._ �. -J 2 • -T w (MIN. (2) 2 xb STRUCTURAL t F. v i, II OI SINGLE SWING 3'-O" 6'-8" � - �' FRONT ENTRY WHEN APPLICABLE) B (I) PICTURE P3035 8-O 5-5 2-I I 3-4 i H- LA P05T FOR b" WALL5), U.O.N. _ (2) ---,- = _ _. Q O NEW 2-HR FIRE RATED G (8) DOUBLE-HUNG TW3046 �5-2 4'-8 3'-I 4'-8 �" 5'7 S F 02 DOUBLE SWINIC b'-8" + • LIVING ROOM WOOD FRAME (L.6. 5TL. _ .___..� ! 3 0 _ --. -- ._ _ a LA 0: - WHEN APPLICABLE) MASTER D (6) DOUBLE-HUNG TW2442 wLL2'-(a ]E 4'-4 " -2'-5 4'-4 �" 03 SLIDERS 10'-O" b'-8" + BEDROOM Z E (I) PICTURE DHP41046 4'-I1 i" 4'-8 4'-II 4'-8 i" 04 51NOLE SWING 3'-O" b'-8" -� +-- - � • -�� 51TTIN6 ROOM 3 Q _ - F (I) PICTURE P4045 4'-O " 4'-SII 41_011 41_411 INTERIOR - FIRST FLOOR Z FLOOR FLAN NOTES --IF _ Q J DOOR NOTE: 6 (I) TRANSOM �E: WRT3015 3'-2 IF_� „ - 3-I I-7 -- OS POCKET (2) 2'-6" 61_811 ..._�i, ^ Y�_mv� BEDROOM I d. Q [ Lam. -_- ---------- ---- O I. INSTALL NEW INTERIOR DOORS WHEN GALLED --- OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Ob DOUBLE SWING (2) b-8 +- BEDROOM I O 2.INSTALL NEW D EXTERIOR OORS WHEN GALLED 2'011 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT 0'1 SINGLE SWING 2'-6" b'-8" + J BEDROOM I Z 4.INSTALL AS PER MANU SPEC.s, 08 ::J SINGLE SWING 2-6 6 8 + ! BATHROOM I LL 3.PROVIDE (2) 2"x8" HDR.,.U.O.N. 11 I ,I _••I N 4.SEE PACE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) UO.N. -- _--- -- =" - Li) w Tq 2 STAIR $ RAILING NOTE:_ Oct SINGLE SWING 2'-6" b'-8" • _ V BEDROOM 2� ��JJJJ O LO r-I J O I. ALL NEW STAIRS SHALL HAVE MAX.7-3/4" R1 MIN. lo" Tr - RISERS SHALL BE CLOSED 10 �i SINGLE SWING 2'-6" 6'-8" + j� g ppp 2 2. 42 HIGH GUARDRAIL E SPINDLE SPACING I NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; , „ __ - 11 _____ _ _.._ �_i _._ _.. _. 36" HIGH HANDRAIL SPINDLE SPACING NOT I I SINGLE SWING 2-b 6 8 • BATHROOM 2 TO ALLOW PASSAGE OF A 4 0 SPHERE - - --- -- - ---- -" uJ RIPP LE RAIL AS PER CODE :: r- 3. 6 AB 12 SINGLE SWING 2 O b-8 � s ��.. - ' _ _ _-� CLOSET ® HALL WOOD FRAME STAIR: F=- ® I. SEE NOTE ABOVE FOR STAIR d RAILING INFO. 15 SINGLE SWING 2'-0" b'-8° ENTRY CLOSET U 2.RAILINGS SHALL BE WOOD OR G. W 14 SINGLE SWING 2'-6" b'-8" • 1� 1', GREAT ROOM = J SMOKE DETECTOR / GO DETECTOR NOTES: II 15 SINGLE SWING 2'-6" b'-8" _=_T F_._. BATHROOM 5 � Q O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT r SMOKE /CARBON MONOXIDE COMBINATION DETECTOR �W HARD WIRED TO EACH OTHER w/BATTERY BACKUP. Ib 51NOLE SWING 21-611. b'-8" • fj W.I.G. , M- . 2.INSTALL ALL A5 PER MANU. SPEG.'s _ _ - � IN COMPLIANCE 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 17 =11 BIFOLD (2) _-"-- - - _ WITH LOCAL CODE 3-O - �. \\ II L b'-8" �-• j; LAUNDRY G . MASTER WINDOW NOTE: 18 SINGLE 5WIN6� 2'-6" 6'-8" � Wµ-+u. -' BEDROOM 4 01. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN la SINGLE SWING 2'-b" b'-8" + ' BEDROOM 3 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEG.S. FOR 20 SINGLE SWING :21-011 6 8 1 + BEDROOM 3 SUBSTITUTIONS,SEE NOTE #f IN CLA55 WINDOWS I_ II 11L _ II� AND DOORS" L PAGE 15-002 IF CASEMENT ( 51TTIN6 ROOM STRAIGHT ARM N&E NHENWS SHALL HAVE 21 51NOLE SWING 2' _ _-✓. �I.__. 2.IF DOUBLE HUN& - ALL DBL. HUNG WNDWS TO BE IIII 3.ALL GLAZING WITHIN 18" OF FF TO BE TEMP.6L. 22 POCKET TILT k4A.514 A2`20" i�. �; SITTING ROOM 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Q WINDOWS (TYP. FOR ALL) U.O.N. ECRE55 NOTE: 641_211 IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 15'-O" 22'-3y2" 261-411 ECRE55 SHALL BE FOLLOIsIED: NET CLEAR OFENIN&........... 5.77 S.F. _q1t IS'-8" NET CLEAR HEIGHT............... 24" MINIMUM D F �`*J1 Lts_ C 4 E 4 G 4 NET CLEAR WIDTH................. 20" MINIMUM NEW LAUNDRY ROOM: u O I. NEW WA5H/DRY HOOK UP 001 2.COORDINATE LAUND. ROOM d DOOR DIM.'s z ^\\ 1z H/SIZE OF EQUIP. O 0 w 3.PROVIDE HOOK UPS AS REG'S PER MANU. I >V MODIFIED 02 DECK NEW NOOK u� DRYER EXHAUST NOTE: `i (80 50. FT) I (221 5G. FT) I. DUCT SHALL TERMINATE TO EXTERIOR \\ 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY MODIFIED OPENINC75 OS LIVING ROOM 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EGUIPPE:D w/A BAGKDRAFT DAMPER 4 _5y23'-O" 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN 4 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO G D CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ I \\ 03 \ Z SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO w EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH Ul_ 2158A. NEW; J 15 N p b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O6 CL. t- I4 ® U METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 30\'V NEW MASTER _ D �� BATHROOM 3 11 7. MAX.WI ENOTH SHALL NOT EXCEED 25 FT FROM DRYER �, O MODIFIED - r (� -TILE- I 4 LOCATION TO THE WALL OR ROOF TERMINATION. THE til dJ BEDROOM I 4T- MAX. w MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - (- FEET FOR EACH 450 BEND AND 5 FEET FOR EACH 90° (180 5G. FT) NEW GREAT = TRAY CEILING- ROOM L SHOWER NEW MASTER BEND. THE MAX. LENGTH OF THE EXHAUST DIYT DOES w z _= 1 311 In NOT INCLUDE THE TRANSITION DUCT. IL to 0 -CATHEDRAL CEILING- N^ BEDROOM 4 � IL _ (246 FT) � PROJECT: ELECTRICAL METER: 3 I 00 -CATHEDRAL CEILING- OMECH. CODECS UTILITY CO. STANDARDS 5 1 G" G 5M/GO MACO M B E R NEW ATTIC ACCESS - PULL DOWN STAIR: 4 PROGRAMMABLE O \ 2 7 I. MIN. 350 # CAPACITY NEW WALK-IN = ADDITION OTHERMOSTAT ' 30 � �: 3 2.SIZE TO FIT MECH. EGUIF'. THROUGH PANTRY I 0 D GL. OPENING (MIN. 2211x30") (() ,�� • 3.1 HR FIRE RATED ) + 4.DBL. FRAMING WHEN NEW OPENING A-3 I =V4I _ A A. �� O � i SM/GO ..:,, I6 SM/Go .� 4 A 5. INSTALL A5 PER MANU. SPEG.'s 'i , 13 , \ I A 301 4040 DEEP HOLE DRIVE 6.CONSULT H.O. FOR PRECISE LOCATION O I ANT _ MATTITUCK, NY 11952 OF ACCESS �p NEW A I T O A/C NOL m`s & BATHROOM I o8 3 4 \ , I NEW .: EGL U T F.A.I. d) m 8 I. NEW AIR HANDLER d DUCTWORK IN SHOWER -TILE- O 36" REF -_' GL. 18 O 5 O 22 _ INC TITLE: BASEMENT 2.ROUTE 4 EXTEND COOLANT LINE t 1 - - -/- - O O. _ 12 17 AS REG'IP FROM A/C COND. -I I-O 5'-2 1 O _ - - , ` 3,X 6 \V 21 `�J PROPOSED FIRST FLOOR PLAN A/C CONDENSER: 301 ISLAND_ _ _ I - 31_611 -(� ) \ m 3 HALLWAY I I ATTIC I. NEW 2 d 3 TON RHEEM A/C CONDENSER , 2. SIZE CONDENSER BASED ON NY5 MECH. CODE. 3 OCT HATCH 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING OVEN NEW KITCHEN SM/GO \ L OF ENTIRE CU. FT. 17'-4y2" 4'-0" IQ 4. INSTALL CONDENSER ON GONG. PAD SM/GO 1 I 0 II NEW • 4 ® PRO&RAMMABLE SM/GO n1 THERM05TAT O � PAGE. 3 8 MODIFIED L _ F DWS o a NEW b I SITTING ROOM 6 BEDROOM - (88 G FT? OI \ BATHROOM 2 SM/GO (132 5G. FT) \ m n TRAY GEILIN6- \ �TILE� ®3 ■ ®® TON A ;: NEW BEDROOM 3 ItDENSEfR \\ A 4 B 4 A 4 3 (88 5G. FT) NEw NEw 6-0 6,1 I DATE: 11/03/21 7 OF 14 10 GL. _ COVERED 20 TON AG O PORCH O z NDENS R 2¢xO `fl 0 NEW 04 Vl � m 8 [Ell �I > 4 G 4 G _ .0 1-4,'I-7" 2'-3/2 5'-O" b'-O" 18'-3y2" 19'-O" i O ' m m 0 5 10 20 4 GRAPHIC SCALE 1/4"=1'-0" PROPOSED FIRST FL OO PLAN 2,2101 S.F. HAB1TAE3LE SWAGE; 2,21cl S.F. CF,055 AFEA SCALE: 1/4" = P-O" � d7 ELEVATIONS NOTES ALL NEW WINDOWS t DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGF_ "5-003" FOR NAILING 8 STRAPPING Q V DETAILS. F_- m OI HATCHED AREAS INDICATE NEW WORK (TYP.) ►NINDON CHART J = N � EGRESS � ONEW ROOFING: CLEARW 2 I. SEE NOTE ® SECTION ROUGH OPENING I WW INDODIMEN51ON OPENING Q ui ui >' # 2. ROOFING TO MATCH EXIST. COLOR d STYLE BY 'OAF' TAG TYPE MODEL f' WIDTH REQ'D: 20" Z (OR EQUAL) (MIN 50 YPt. WARRANTY) NEW CRICKET (TYP.): HEIGHT REV: 51" (n WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 24 S.F. o Z A (2) DOUBLE-HUNG TW2032 i li 21_111 31_4Lo 3 2"x4" FRAMING ® Ib" O.G.;PROVIDE ICE SHIELD ` S LAPPED 18" IN ALL DIRECTIONS FULLY FLASH. 0 SEE NoNEN IDINO TE ® SECTION B (I) FPICTURE P3035 3-O 2'-111 31_,4 I O O O G (8) DOUBLE-HUNG TW3046 _ Lmo 3'-1 1" 4'-8 i" 5.1 5.F. �- d' m NEW WINDOW(5) Z O AS PER PLAN D (b) DOUBLE-HUNG TW2442 2'-6 "1 4'-4 2'-5 4'-4 " E (I) PICTURE DHP41046 L_41-I1 " �` 4'-8 J"" 4'-II all 4'-8 J" bO NEW WOOD FRAME STAIR _ W F (1) 7F PICTURE P4045 4-O ill �` 4'-5wV 4'-011 41_4 I Q J m »' O ONEW DRYER VENT: G N TRANSOM WRT5015 3'-2 " mm-1 . ._I"-7 " 3'-1 11 I _-T 11 Z O SEE NOTE ® PLAN Cfl C) m ZN LL' W (D L!) m TA 2 f` O Lf) T'i _ O r w 2 ._ _ __.........__ __.-................................. 12 Lu 4 � .._._.__-. Lu - — .....a.._._ . .�... _ ;_.___v_ .._...__� ._._.......;W �...._ �......_. ........ j � I � ` 0 0 EE 0 } I 11 11 11 11 11 IIF:!!1­ E�- I III III IITrm i i.' x. t, I'• t NEST ELEVATION (FRONT) I SCALE: 1/4" = 1'-0" z w O U W F- Q 2 PROJECT: MACOMBER _.. ADDITION 4040 DEEP HOLE DRIVE ..............._......... ITU K, NY 11952 _......... _ ........__�......._�.. .._ ___._..._...._...._�� __�-______ .. �.�. �______...�.. . .... ..._.�...� DRAWING TITLE: 111. IN. 4 PROPOSED EXTERIOR ELEVATIONS I D D D 1 O O I PAGE: A-203.000 I� i 'F•. .t, S'. b DATE: 11/03/21 8 OF 14 SOUTH ELEVATION (R I O HT SIDE) SCALE: 1/4" = 1'-0" ELEVATIONS NOTES ALL NEW WINDOWS DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "G U-005" FOR NAILING 8 STRAPPING Q . DETAILS. OI HATCHED AREAS INDICATE NEW WORK (TYP) WINDOW CHART J = 04 O NEW ROOFING: EGRESS QLLJ w 2 I. SEE NOTE ® SECTION 2. ROOFING TO MATCH EXIST. COLOR d ST'(LE Y '6AF' ROUGH OPENING WINDOW DIMENSION CLEAR �— B (OR EQUAL) (MIN 50 YR. I�IARRANTY) TAG TYPE MODEL # OPENING Z _ _ WIDTH REQ'D: 20" HEIGHT REOV:24" O HEIGHT w ff WIDTH HEIGHT � Z NEW CRICKET (TYPJ: t` „ OPEN REQ D: 5.'1 S.F. J c 0) 0 3 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD LAPPED 18 IN ALL DIRECTIONS d FULLY FLASH. A (2) DOUBLE-HUNG TW2032 2-2 j� 3-4 2'-1 9" 5'-4 g" Lo ONEW SIDING B (U PICTURE P5055 5'-0 " �5'-5 p 21-11 a" 5'-4 i" O O O SEE NOTE ® SECTION G (8) DOUBLE-HUNG TW5046 5'-2 " 4'-,5 5'-I 4'-8 i" 5.'I S.F. m NEW WINDOW(S) 5 AS PER PLAN D (6) DOUBLE-HUNG TW2442 2'-6 " 4'-4 j" 2'-5 O - - J"1 4'-II A" 4'-8 z � E (U PICTURE DHP41046 4-1! 4-8 6 NEW WOOD FRAME STAIR P -0 1. 4"-5 1 Q _w F (1) PICTURE 4045 4' .i µ� " 4'-0" 4'-4 J" J QQ ONEW DRYER VENT: G (I) TRANSOM WRT5015 5'-2 P" IL (`- ":= 3'-I 1" 1'-•7 all ---- ---- Z SEE NOTE ® PLAN vq Z >: C) � Z N LL W (� In r-I 1` LA 2 STA cr 2 w LLJ v _ F_- ,,,,,,,,,,,,,,,,,,, _ J a.... ..r I I 3 — , 3' I "J W II F.F. .f 3; ••ti .i, '�t s S• 4• *•Y t�• .a �5 .f, Y*♦ Yt t. .r. :S. Y.} v� t .S. Sr F� ,Y. tt t� i�� •�Y `C •Yy n t: 'T Y ••2 t' rY t f� 'S. •t• :f Y• .r. :a• y R •t a •t, f' ^Y• ,t. r• �t +J, •�r r. rt i 1. .,w • ,tV y'. +Y` i 3 r I EAST ELEVATION (REAR) 50ALE: 1/4" = 1'-0" z Lu O U Fx Q 2 MACOMBER , , �,_,_„_,__ _a .. . .w �. _u� r......, , - � ------:� �- ADDITION EI I�O MATTITUCK, NY 11952 4 I I DRAWING TITLE: 0 4 PROPOSED EXTERIOR ELEVATIONS L L F.F. Y; PAGE: A-202mOO '>..i �fN•F 'Z•. DATE: 11/03/21 9 OF 14 NORTH TH ELEVATION (LEFT SIDE) 50ALE: 1/4” = I'-0" BUILDINO 5E:GTION NOTES Q U NEW ROOFING NOTE (1YP): O I. INSTALL NEW ASPHALT SHINOLE5 (OAF ARCHITECTURAL) Lu = N 2.INSTALL ICE AND WATER SHIELD FROM FA50IA UP TO J r-1 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W t 1 OVER 3.INSTALL 15 # BUILDING FELT (U.O.N) OVER Q W >: 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) Z 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D) 6.PROVIDE RIDGE VENT (AS REO-D) Z 7. FLASH ALL VALLEYS e).INSTALL DRIP EDGE A5 REQ'D a. INSTALL ALL AS PER MANU. 5MC.'s O O TYPICAL ROOF 4 GEII-INO CONSTRUCTION: — ---------------- Z 2o NEW ROOFING AS NOTED Lo ix • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL NEW RIDGE HEIGHT It PLYWD SEAMS ELEV. +30.3' I2 1 O • R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDOIN6 ® CENTER OF SPAN,U.O.N) R.'gS PROVIDE FRAMING Z (3 • MIN. OF R-21 ") SPRAY FOAM INSULATION; EXIST. RIDGE NEW RIDGE AS PER PLANie EXTENDING FROM BEDROOM J R-28 BATT INSULATION;R-4Q Ci") SPRAY FOAM I IE p��k WALL TO BOTTOM OF R.R. Q J 00 INSULATION AT CATHEDRAL AREAS Pip. TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): �' F{� j P�� O Z 4� OUPON "TYVEK" HOUSE InIRAP (OR EQUAL) �� r'I 3 UPON 1/2" GDX PLYWD. SHEATHING (BLOGKIN6 ® ff�� ��(? �� � J r I O ALL PLYWD 5EAM5) NEW BEAM ® LAYOVER AS PER PLAN 2 � Z >' �' • 2"xb" STUDS ® Ib" D.G. w/DBL. TOP PLATE EXIISTING I 1 I �, Q Z • MIN. R-14 SPRAY FOAM (2") INSULATION W/R-11 FA501A NEW MASTER J CV BATT INSULATION x WW_WWs G.J. AS PER PLANS W im-WWW" I �� G.J. AS PER PLANS 6-��v` - BEDROOM LL W cfl Lflmrl • 5/8" GYPSUM BD. WALL FINISH 4 NEW SIDING NOTE (T,('.): s --=^.I ... .::- - .: --:::::::---- - _ _ __...... NEW 2"x8" DBL HN I.n I. INSTALL NEW GEMENT HOARD AND BATTEN HEADER ABOVE (JAMES HARDIE) SIDING;GEMENT LAP SIDING dJ O O J O ALL WINDOWS 4 AT GABLE EVES SEE ELEVATIONS i €, FIRST FLOOR II DOORS,U.O.N. 2."TYVEK" HOUSE WRAP (OR EQUAL) I -.... NEW GREAT 5.INSTALL ALL AS PER MANU. SPEC.'S - NEW I NEW NEW WALK-IN 1 I 2"xb" SILL 4.PROVIDE ALL NECESSARY TRIM FOR NEW BATHROOM HALLWAY ROOM I PLATE PROPER INSTALLATION _ III GL. (; ® WINDOWS. W 5. SIDING SHALL EXTEND TO TOP OF -- r- FOUNDATION WALL F— O TYPICAL FIRST FLOOR GONI5TRUGTION: W — 4 V i i 5 I. FINISH FLOORING TO E)ELECT 1 l '; — — — _ y' F— _ 2. 5/4" T36 GDX PLYWD. SUBFLOOR GLUED 4 5GREWFIRST FLOOR JED --------- -- - - - -- I ELEV. +14.8' �� r � t � - — --' r 3. F.J. A5 NOTED ON PLANS - AT SPANS OYEZ 8 W`+ f Y's EXIST. v',%7EXI5T. F.J. W 1'y ti Y' V W W`AW Wti^ 'e V e'v 1"W NEW F.J. AS PER PLAN INSTALL 'X' BRACE ® MIDSPAN Q r 4. MIN. R-50 BATT INSULATION;SPRAY FOAM RIM BOARD ( I BEAM AS I I 5 I I PITCH PER PLAN 7 I ( GRADES'"'- .. .. ' AVG. GRADE I EXIST. EXIST. A-401 NEW I ��; ..•a,� NJ ELEV. +11.5 I I ED UNFINISHED BASEME BASEMENT BASEMENT NT I I UNFINISHED UNFINISHED BASEMENT EXIST. MEG-i. A-401 BASEMENT FLOOR I I I I I I ELEV. +7.3' -------- �� Ej ........ I l 5 6 7 A-401I A-401 A-401 SEOT I ON A-A/A-501 50ALE: 1/4" = 1'-O" z w O U w DORMER A5 PER PLAN.. w PROVIDE FRAMING EXTENDING PROVIDE BLOCKING FROM FROM UPSET BM. TO SUPPORT FLUSH BM. To SUPPORT +S7- BOTTOM OF SHED R.R. BOTTOM OF SHED R.R. ABOVE PROJECT: I2 AL 16N W/F — — — 2 f��" , \ G.T. AS PER PLAN R'a AS pER -If ' � PLAN --- MACO M B E R FASCIA PER PLANS � 4 _ NEW 2"x ADDITION - I AE DBL I I ElHEADER ABOVE ALL WINDOWS a [[ � DOORS,U.O.N, E] 6II xbII P.T. !` I P05T NEW I HALLWAY NEW GREAT 4040 DEEP HOLE DRIVE PORCH KITCHEN ROOM 2Xb SILL ' I PLATE MATTITUCK, NY 11952 Ap, L DRAWING TITLE: Ll -- BUILDING SECTIONS P.T. RIM JOIST ( P.T. D GK JOISTS NEW F.J. EXIST. F.J. AS PER PLAN ` -'%�'�fV',"/ ' fYWV SEXIST. F.J. AS PER PLAN I� �' V1 NEW F.J. AS PER PLAN' PITCH DBL. 6IRDER —GRADE AS PER PLAN 5 8 A-401 EXIST. BASEMENT NEW m m UNFINISHED UNFINISHED PAGE: BA5EMENT EXIST. MECH. BASEMENT PITCH 6RADF- 30loOO DATE: 11/03/21 10 OF 14 SEOTION 3-B/A-301 5r-.ALE: 1/4" u N_ m� � � N�wp r Y MIN. 4" BETWEEN EDOE5 OF Q M k)m < 0 �- m 0 F 13 tup I-1/2" SQUARE BALUSTER m �W O p Q (STYLE TO SELECT) Q °Q MIN. 4" BETWEEN EDOE5 OF uj :DCV 1L FT- I-I/2" SQUARE BALUSTER J r'1 HEADER (STYLE TO SELECT) AS SECURE HANDRAIL TO WALL ON AT LEAST ONE W SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'s; 51MP50N H2.5A RAFTER Q W }: PLANS AND NOT PROJECTING MORE THAN -46" INTO TIE (OR EQUAL) PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT 51MP50N H2.5A RAFTER 1- Z 5/4"xb" P.T. DECK TIE (OR EQUAL) 0 (n J015T HANGER BYBOARDS J Z '511-IP50N OR EQUAL S/4"xb" P.T. DECK J J — — — — — — — 00 - - - - - - - - - - - - - - EIR5TFINISHED FLOOR - - BOARDS Lo 00 CL (2) 1/2"cP HOT DIPPED CALV. In rr BOLTS ® EA. POST w/OVER5IZED I I �' m P.T. D.J. AS -:i_ WASHERS d END NUT PREBORED (2) 1/2"IP HOT DIPPED 6ALV. Z --- �, MIN. SPACE BETWEEN (V BOLTS ® EA. POST w/OVERSIZED K PER PLAN INTO BEAM, POST,DECK TIE # Q WALL AND HANDRAIL RIM BOARD A55EMBELY - Z P.T. D.J. AS � � —WASHERS 4 END NUT PREBORED - PER PLAN cV- 7 INTO BEAM POST,DECK TIE b 3/a° PINE RISER _ z P.T. BEAM AS NOTED _ RIM BOARD A55EMBELY Z SOLID BLOCK ® 12" O.G. P.T. BEAM AS NOTED Q J s/a" PINE TREAD \\ STANDARDS FOR O RI PPABLE HAND RAIL (2) SIMPSON DJTI4Z (I) 1/2"4) H.D. 6ALV. THRU n z - SOLID BLOCK ® 12" O.G. J pc) SCALE: NTS DECK JOIST TIE ® BOLT w/OVERSIZED WASHER o \ " EA. P05T 4 END NUT PREBORED INTO (2) 51MPSON DJTI4Z (I) I/2 � H.D. 6ALV. THRU \\ POST E DECK JOIST TIE DECK JOIST TIE ® BOLT w/OVERSIZED WASHER Z EA. P05T 4 END NUT PREBORED INTO J = X \Nr- \ O OR055 SECTION "SIMPSON" ABA44 � O q '�4 O ® COLUMN BASE POST d DECK JOIST TIE i ` MIN. �� z HANDRAIL _ "51MPSON" ABA44 Q Z I, I ROUNDED NOSI4 CLEARANCE ® COLUMN BASE w/Ya" RADIUS � CIRCULAR NON—CIRCULAR N 4"x4" P.T. POST (NOT INCLUDED I � 11 CV TREAD DIMENSIO / / 4"-6y4�� 11 GRADE ry lI 4"x4" P.T. POST J W W CD &"0 '50NOTUBE' FILLED 11 ;pGRADE lt') rI V:2" / V4 _2�� PERI- j �4n / SOLID w/P. GONG. G 9 12"0 '50NOTUBE' FILLED II O = MIN. METER / MAX. / (MIN. 4AGo PSI) o Ii n II [� J O SOLID w/P. GONG. � olJ z I z (MIN. 4,000 PSI) o z � (2) #4 HOR. REBAR _j w I 2 #5 BENT REBAR V IS"x18"x12" P. GONG. PAD dJ �� j / / FTG. (MIN. 4000 PSI) a III W '. m J (5) 2"x12" 5TRIN6ER5 ® w/ R-21 _ d ~ INSULATION, IF UNDERSIDE 15 FACING 0 J 5TORAOE/NON-HABITAL SPACE \ EXTERIOR HOOD DECK DET. EXTERIOR HOOD DF_0K DET. a GYP. BD. A-401.00 A-401.00 .- STOR?�OE UNDER YY SCALE: 3/4" = I'—O° SCALE: 3/4" = I'—O" (WHEN APPL I G,4LBE) EXIST. EXTERIOR \ \ SHEATHING EXIST. 51DIN5 MATERIAL TYP. ROOFING (SEE I' BUILDIN6 PAPER 4 HOUSE WRAP 5EGTION NOTES) TO FULLY OVERLAP FLASHING TREATED 2"x12" SILL FOR CONTACT NEW STUD WALL - TYP. ROOF CONSTRUCTION OAP FOR w/GONG. (IF APPLICABLE) (SEE SECTION NOTES) II DRAINA6E 5/4"xb" COMPOSITE (L DEGKIN6 N•O.N. ON PLAW - BASEMENT �1 RASTER TIE �(L• �� _ "Z" FLASHING 5EGTION/DETAIL5) INTERIOR HOOD STAIR DETAIL _ FLA5HIN6 A-401.00 ' DRIP EDGE P.T. DECK JOIST SCALE: 3/4" = I'—O° _ COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED w/(2) FLASHING 5/6" 4) x 5" LONG HEAVY DUTY GAL. LAC BOLTS ® Ib" O.G. INTO MUD SILL (4) 5/8" H.D.G. LAG FASCIA BOARD RIM BD.;WHEN ® FOUND. WALL FASTEN METAL 6ALV. JOIST HANGER w/(2) 5/8"0 x 5" LON6 APPROVED BY 'SIMPSON' (OR EQUAL) EA. JOIST BOLTS (PREDRILLED) MASONRY ANCHORS ® Ib" O.G. — — — — i — -- BEAM AS PER PLAN "Z" FLA5HIN6 NEW FOUNDATION WALL "SIMPSON" FC64 O "SIMP(FOR 5 PLY BM) SON" BG52-2/4 FLOOR SYSTEM AS \ NOTED ON PLAN 3/8" THK. PL. (FOR 2 PLY BM) �. LIDO ER GOi�l1�EGT 101 DETA I L 411 3/8" THK. H.D. IA-401.0211SCALE: 1" = 1'-0" R V400D BEAM I GAL\/. PL. OR 'B' WELDED TO COL.; AS NOTED ON PLAN I/L� SEE GAP PL. DETAILS NEW 5-1/2" O.D. 5GH 40 GAP PLATE 'A' PROVIDE 3" (MIN) GONG. COVER z HOT DIP 6ALV. STL. COL. OF ALL REBAR WITHIN P. GONG. w NEW BASE PLATE A FOUND. WALLS d P. GONG. FTG5. PROVIDE STRAPPING 4 NAILING WELDED TO COL.;SEE (ASTM AI23) AS PER FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE AS PER CONNECTION 'D'' IN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS "TYPICAL NAILING/STRAPPING v BOL.TIN6 STEEL (OR EQUAL) L\/L LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, P.T. POST AS BETWEEN CAVITIES PROVIDE GOLD ,JOINT L GONG. SLAB SHEAR, 4 LATERAL RESISTANCE" NEW 4 P. PER PLAN PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. AT GONG. SEAMS (`TYP) WHEN APPLICABLE) ii FLOORNOTED STEM PLAN AS NEW (2) 2"xb" P.T. SILL 'PLATES w 10 UPON SILL SEAL UPON COPPER Q TERMITE 5HIELD (4) 3/8" H.D.G. LAG BOLTS (PREDRILLED) NEW 5/8"0 HOOKED ANCHOR PROJECT: "51MPSON" BOLTS ® 39" O.G. w/ 3" SQUARE 4" GRAVEL BASE +r ° ° - P05T BASE PER NEW (3) #5 HOR. �--� WASHER � ENDNUT C� / POST 51ZE ; REBAR UPON (5) #5 MACO M B E R NEW 24"x24"xl2" HOR. R1-BAR (b TOTAL) — — - — — - - ` DEEP P. GONG. PAD-i J(� a P.T. DEGKIN6 r Z � ADDITIONFTC. (MIN. 4,000 PSI) COMPACTED FILL — — _ — — \ — — \_ ;dl� i E E1 L G #4 HOOKED VERT. O . 2'T 11 X -1"11 X 111 TL/. D T. — — — — — P.T. D.J. AS PER PLAN ST L A-401.0 5/8" THK. PL. ii REBAR ® 48" O.C. `i►: 4040 DEEP HOLE DRIVE 0 SCALE: 3/4" = I'—O" it y4 3/8" THK. H.D. • '11 /1'2OALV. PL. � ii. «. MATTITUCK, NY 11952 GAP PLATE 'B' 8 COVERED FORGH DETAIL ° • II .. JA-401.00 SCALE: 3/4" = 1'-0" ".1' : . DRAWING TITLE: FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE Ij : GRADE L\/L LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE : �I DESIGN DETAILS DIMENSIONAL LUMBER OR 5.25 WIDE PSL 5/4"xb" P.T. J I - DECK BOARDS P.T. DECK JOISTS AS • °jI II NOTED ON PLANS P. GONG. FOUND. WALL (MIN. 4,000 PSI) FLOOR SYSTEM AS 5/4" x REQ'D NOTED ON PLAN HEIGHT P.T. RISER ° =N � � PAGE: NEW STL. GAP PL. 'B' FLOOR WOOD BEAM 2 DECK BOARDS #4 HOR. P.T. -- - - - - - 'Iy, . CONT. REBAR AIL A 0 :1000 WELDED TO COL..;SEE AS NOTED ON PLAN 1 ii 2 I"x BLOCKING ® EA. TOP, MIDDLE, � BOTTOM OF `.11 Z A-4 GAP PL. DETAILS /[�. STRINGER TO MATCH SIZE WALL (5 TOTAL) I NEW 3-I/2" O.D. SGH 40 OF P.T. DECK JOISTS j11 _ ti 6_ - NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. C� U 11;d O WELDED TO COL..;SEE (ASTM A.125) AS PER � 3-1/2" O.D. SGH. 40 HOT I► BASE PL. DETAILS FORFOUND. PLAN BY SIMS BOLTING ' STEEL (OR EQUAL) DIP GAL\/. STL. COL. BLOCKING (MIN. b FASTEN 5TRIN6ER TO II P. GONG. GOVT. FTG. (MIN. 4,000 1'51) II. •� DATE: 11/03/21 11 OF 14 _ (ASTM AI23) AS PER FASTENERS) •: I NEW 4" P. - = PLAN WELDED TO PL. Noel (5) #5 HOR. CONT. REBAR jf"• ' PROVIDE COLD •JOINTI. II GONG. SLAB CQ � •, frYPi .• .I AT CONC. SEAMS (TYP) 8"x8"x3/8" THK. 2"x12" P.T. STRINGERS ® Ib" 4" P. GONG. SLAB II \q STL. BASE PL. 4" THK. x 5" WIDE x WIDTH I 'A - O.G. (MIN. 3 STRINGERS ® • • • OF STAIR P. GONG. PAD �. EA. STAIRWAY) •'. : . � . °. . . ` ' a g° 11. 00 O (4) 1/2 HOOKED ANCHOR I I' C J BOLTS EMBEDDED INTO 2"xb" P.T. BLOCK IN BETWEEN 1-OOTINO MIN. 4" w/ OVERSIZED EA. 5TRINOER. FASTENED TO NOTE: b MIL POLY MOISTURE RETARDER 1 XX WASHER AND END NUT SETUP P. GONG. PAD w/ 19ALL DEGKIN6 SHALL BE FASTENED/64' x m Q I . I I ! i 4" GRAVEL BASE - /�� 3-I/2" CONCRETE SCREWw/COATED DEGKIN6 SCREWS BY S BY r-� "DECK MATE" (OR EQUAL) 4 GRAVEL BASE _i—___= CALIBURN' (OR EQUAL) - MIN. I I I 4 L (5) SCREW5 PER BLOCK o" MIN. PROV. GLEAN I i _ COMPACTED FILL NEW 36"x36"x18" NEW (5) #5 HOR. REBAR i i COMPACT FILL DEEP P. GONG. PAD- I I �- I BASE PLATE GRADE GRADE FTC. (MIN. 4,000 PSI) UPON (5) #5 HOR. _ ` REBAR (10 TOTAL) a' �, STEEL COL. 1$ 561'x56 "x 1811 FTO. DET. 57EEL COL. CAF SASE PLATE D T ILS SCALE: 3/4 — I O A-401.00 — EXTERIOR NOOD 57A I R DETAIL 0FOUNDATION WALL DETAIL JA 401.00 �� _ �_ �� SCALE: 3 = 1'-0" A 401.00IA-401.00 SCALE: 3/4" = I'—O" SCALE: 3/4" = I'—O" � O EXISTIN6 TO BE DEMOLISHED = NEW PARTIAL HEIGHT WQ U / OOD FRAME (L.O. 5TL. W Z O _ WHEN APPLICABLE) EXISTING TO REMAIN J � NEW WOOD FRAME° (L.6. NEW FOUNDATION WALL _ W r-I 5TL. WHEN APPLICABLE) Q LV >: NEW I-HR FIRE RATED X MIN. (2) 2"x4" STRUCTURAL �� Z WOOD FRAME (L.&. 5TL. POST FOR 4" WALLS � � Z WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL J J P05T FOR 6" WALL5), U.O.N. Lo R NEW 2-HR FIRE RATED cr 0) WOOD FRAME (L.6. STL. O O WHEN APPLICABLE) (L LLo w E Z O Z STRUCTURAL PLAN NOTES Q J _ 00 OSINGLE SPAN STRUCTURAL MEMBER: > d' O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS Z cy) co ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY rf r'1 ABOVE INDICATED POSTS. Y T-1 Q HOLDOWN: Z >: 4 OO HOLDOWN 'D' AS PER PAGE 6-003 < Z N V- W (D O BEAM POCKET (TY'P) L0� J O TYP. STL. COL.: O SEE NOTED DETAIL AS PER PLAN Lu 8-�2y2° 8'-'Iy2" 2 5 2 3 IA O5 I6"x8" DEEP P. GONG. CONTINUOUS FOOTING — —_ _ _ — — — — — — — _ — _ _ — — _ — — — — AS PER NOTED DETP,IL (TYP) - - - - _ - - - - - - - - - - - — ——_ — — _- _ D% 3"xT0" P.T. - _ �XIO�P.T. _ - f ) cr "x10�' P.T._ EW (2� ROPP BM. DROPPED BM. DROPPED BM. U r - - - - - - - ED L ® 24"x24"x118" DEEP P. GONG. PAD FOOTING I 2"x8" HDR —_ — — — — — — — — — — — — — — — — — — — � ° ° I !JJ AS PER NOTED DETAIL (TYP) I I _ _ U �J } F— II � O tori_x Nw = J O6B 36"x36"x18" DEEP P. GONG. PAD FOOTING I X® X ® �1 m'� y `X ?U X -jU w J AS PER NOTED DETAIL (TYP) I n Q N Q O Q dJ \ FOUND 4 POSTS FOR WD. DECK: a NEW BASEMENT O WD. P.T. P05T 4 &V P. GONG. PIER UPON 180x18"x12" P. V.I.F. EXIST. 2 2"x8" HDR cV cN UNFINISHED cV iv GONG. FOOTING AS PER DECK DETAIL (TYP) I OR PROVIDE NEW to � ® UNHEATED 326 S.F. Lc 5 L !l ..,,. O FOUND 4 POSTS FOR WD. DECK: 7B WD. P.T. POST 4 12"4) P. GONG. PIER (WITHOUT ANYlit SISTER NEW 2"x8" -- � ENLAR 6E CONT. P. ADDITIONAL FT6) A5 PER DECK DETAIL (TYP) TO EXIST. F.J. ® IS" O.G. GONG. FTG. TO 30" — — — — — — — — — — — — — — — — — — — — — — 2 WIDE 4 12" DEEP FOR 1 ° FOR WOOD STAIR9i 0 GRADE: 12" IN BOTH = m 8 4" THK. P. CONC. PAC> 8" WIDE x REQ'D LENGTH UPON I DIRECTIONS FROM NEW 2x10 L_ �� �� X 4 NEW 2"x10" I 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® EXIST. BLDG CORNER F.J. m 12 O.G. NJ F.J. ® 12" O.G. MAX. 16" O.G., U.O.N. (MIN. 3 5TRIN&ERS) EXIST. - ' TYPICAL LEDGER :BOARD ® EXT. DESK: BASEMENT _ - I (3) 2"x10" FLUSH BM. mo in II O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS _ IO ;1 1� 4 2. SECURED w/(2) 5/3" (P x 5" LONG H.D. GAL. LA6 BOLTS EXIST. 2"x8" V.LF. EXIST. (2) In z In ® 16" O.G. 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR SISTER NEW 2"x8" F.J. ® IS" O.G. Q 2'x8 HEADERS -1 TO EXIST. F.J. ® IS" O.G. (� V V -13: EQUAL) m V� * p OR PROVIDE NEW d 0 w N NEW 2"x10" 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO 4 NEW COL. GAP (V cV ;t 10 O F.J. ® 12" O.G. cV NEW BASEMENT BENT OVER TOP E;76E OF LEDGER BD. PLATE SHALL N Q w IL N EXIST. cV x cv x UNHEATED a UNFINISHED V.I.F. 24" WIDE P. GONG. X z Q in ® STORAGE N ® iv� yl� S. SEE NOTED DETAIL. I SUPPORT ALL FTG. BENEATH ENTIRE CMU w1 BEAMS DIRECTLY WALL;CONTACT 0 1 X w? ry m Q '74a S.F. N Q I ARCHITECT IF OTHERWISE j N 3 4 II to FOUNDATION PINNING: 1 — — -1 x DRILL 4 EPDXY PIN hIEW FOOTINC75 4 FOUNDATION WALLS U51NO OUIKRETE H16H-5TRENOTH ANCHORING EPDXY (OR I (.12 N I SISTER (22 x110 O SISTER(2) L75 xa.5 O.P. 0 EQUAL) INTO EXISTIN6 FOOTINC75 4 FOUNDATION WALLS 2.0E LVL TO EXIST BM. AS FOLLOWS: WALL ABO BENEATH WALL ABOVE - (2) 2"x10" FLUSH BM. EMBEDMENT INTOEXIST.EX�S WALLS ED ALLY 12" O.G. w/4" - J EXIST. 2"xb" F.J. ® _ J I (3) #5 HOR. REBAR EMBEDDED 6" INTO EXIST. FT6.5 `� z 22" O.G.•OUT ® 0 V.I.F. EXIST. (2) ml NEW FLUSH BM. 4 x >p 6B X p NEW 2x10 2"x8" HDR OR EXIST. 2"x8" MOUNT w/51MP50N cv ml Q �1 q Y ci& F.J. ® 12 O.G. 1I PROVIDE Ln NEW N LU526 HANOER5 m u�p Q I F.J. ® IS" O.G. X _� in EXIST. X m-V - V yt�SOIL BEARING GAF'AGITY NOTE: Bw o w 0STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL STL. COL. 0 0 BEARING CAPACITY OF 1.0 TONS/S.F. 1 F 4 n n EXIST. c �t i<k 3 2 x10 NEW (2) 2 x10 NEW (2) 1.'T5"xa.5 6.P. 7 h F: N t x — FLUSH BM. J LUSH M. BENEATH2.0E LVL FLUSH BM. D 0 MECHANICAL N EXISTING BUILDING FOUNDATION NOTE: X N WALL ABOVE BENEATH WALL ABOVE w? X -j CONTRACTOR TO V.I.F. SIZE OF EXIST. BUI_DIN6 w 4 FOUNDATION WIDTH 4 CONTACT ARCHITECT IF FOUND dJ, Z TO BE LESS THAN 24". 4 z x a'-1Oy2" mIQ NEW FLUSH (V m QI w � a _ I 2 BEAMS TO a h N�y I NEW 2"x8" X m 4 n Q1 T ll X p ON NEW COLBEAR TLY X-1 wm F.J. ® 16" O.G. rf — EXIST. N Q .9 3= I 11 EXIST. BM. w~ mp yo x TO REM I II - - - - - - - - -- - - - - - - - - NEW 2"x10" NEW 2"x10"F.J. ® 12" O.G. F.J. ® 12" O.G. 2"x8" F.J. ® I(oll O.G. aJ Q ml - a 4 — ry < w PROJECT: EXIST. m wm > - X Q — — STORAGE w 1 N �O60 � I �-jU � -�V I • N� � I a X .0) it QO m o " ,B MACOMBER NEW (2) Q 5 1® 161O.G1 m ° ' — — -- - — 2"xa" HDR 3 — — — — 1- o ADDITION _ 1 _- __ (2) 2"x8" P.T. � � (2) 2"x8" P.T. � � 2) 2"x8" P.T. I I •° .• - ---- - , L - PROPPED M. DRO f' t3D DR�DM--' -- —_ — — -__ — - - - - - - - - - - - - - - - - - - - - I (2) 2"xb" P.T. — I— - - -- - - - - - -- - - - - - - - - - - � — —J DROPPED BM. - - - - - - - 2 NEW 2"x4" F.J. UPON EXIST. F.J. TO MATCH- - - J A 3 2 4040 DEEP HOLE DRIVE ADJOINING FLOOR DEPTH MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED STRUCTURAL PLAN fi ROPOSED FOUNE)ATION STRUCTURAL FLAN SCALE: 1/4" = I'-O" PAGE: S-101moo DATE: 11/03/21 12 OF 14 t �q 77 0ENEF"AL 5)'o'ME30L f<E),O' : NEW(.2) 2"x8" ------------- x HDR NEW ) 1-15"Xcl-5" 6.P. 2.OE HDR NEW PARTIAL HEIGHT (L U EXISTING TO BE DEMOLISHED V400D FRAME (L.O. 5TL. NEW 2x5,, C.J. EXISTING TO REMAIN WHEN APPLICABLE) ® Ib" O.C. d), Lu Z 0 MODIFIED ONEW NOOK _x I W NEW HOOD FRAME (L.O. NEW FOUNDATION WALL NEW DECK T-i (2) 2"xb" F- 1H STL. WHEN APPLICABLE) POST TO VALLEY O MODIFIED O X X. ( a �; NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL il!p LIVING ROOM WOOD FRAME (L.O. STL. POST FOR 4" NALL5 NEW(2) 1.75"x9.5" O.P. 2.OE HDR 3: 0 X ® / O (/� Lu tu2� WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURAL z NEW (2) NEW 2-HR FIRE RATED POST FOP, 6" WALLS), U.O.N. NEW 2"x5" C.J. 2"x5" HDR k" 16" O.C. Pq/5IMF5ON 71 Lf) AT 4 LU526 HANGERS HOOD FRAME (L.o. STL. dri C) WHEN APPLICABLE) NEW (5) --xe," HBIZ— NEV4 0 0 NEW (4) 2"x4" P05T -xicl00 CL Lo it TO FLUSH 5M. NEW 2"xe>" FALSE R.R. > a 12" O.G. :Kz I NEW MASTER N 0 ap. 2.pE mvptLBM. BATHROOM 5 PROVIDE FRAMING TO BOTTOM OF R.R. AS PER SECTION MODIFIED r:< �O) F- WALL FRAMINry NEW 2"x5" O.J. OF 0 BEDROOM I Lu z STRUCTURAL PLAN NOTES a 161, o.r,. TO EXTEND TO LU ® NEW GREAT NEW(5) 2"xb" P05T BOTTOM OF R.R. TO FLU5HBM. SINGLE SPAN STRUCTURAL MEMBER: ROOM 00 zx 1j) X I (D STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS < lu NEW (2) 2x4" Nrzk4 MASTER > Z ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY n POST TO NEW (2) 2"xb" BEDROOM 4 Cfl ABOVE INDICATED POSTS. Lu IL- FLUSH BM. P05T BENEATH (5) 2"x5" R.R. ABOVE HOLDOINN- tu NEW (2) 2"xb" FLUSH 5M. N/ SIMPSON HUS2&-2 HAN&ER z HOEDOWN V' AS PER PAGE 6-005 tu> 7 NEW(5) 2"x4" 00 2� BENEATH TRAN51TIONIN0 PITCH lu;poOF OVERLAID R.R. (PROVIDE NEW (2)�2 x4' POSTS TO HDR cV NEW(5) 2"x4" POST LL. > FRAMING ABOVE AS REG'V) POST TO w (D OFLU BM. TO FLESH BM. ENSURE Nr=kq WALK-IN 0�w BEAM POCKET (Tr'P) POST FALLS UPON CL. K= I 7 Lo tu CMU WALL BELOW NEW(5) 2"xb" z 0 P05TS TO HOR TYP. STL. COL.: NEW 2"x95" O.J. 0 T O SEE NOTED DETAIL AS PER PLANI� O 'I a 16" O.G. lu "A NEW in ci K x rx t- u, lu CL. -o�,-.- "A"',- -AQ NEW (5) 2"x4" 16"xb" DEEP P. CONC. CONTINUOUS FOOTING Nr=kq POST TO O ......... w -Am' NEW 2"xe," AS PER NOTED DETAIL (TYP) BATHROOM I NEW FLUSH BM. NEW NEW L f;�L�p R.R. (P) 2"x4" 1 7, j 12 05 X CLO5�77 O.C. iu tu NEW (2 24"x24"xI8" DEEP P. CONC. PAD FOOTING zV 771--7 1. & U AS PER O N= _ _ _ HD Lu G (10 NOTED DETAIL (TYP) NEW 2"xa" NEW (2) 2"x4" 777" uIr I 161, O.C. I P05T TO NEW (2) 2"x4" POST FLU5HBM. x=% V NF-Pq 56"x5b"xle0 DEEP P. CONIC. PAD FOOTING TO FLUSH BM. - - - - - -L HALLWAY Lill AS PER NOTED DETAIL (TYP) Nrzkq KITCHEN L NEW NEW (2) 2"x95" FLUSH BM. wl (5) 211 X& FOUND lt POSTS FOR ),,V. DECK: SIMP50N HU526-2 HANGER BENEATH POST To-\ VALLEYS 4 TRANSITIONING PITCH FLUSH 5M. �^O. P.T. POSTE 5"(P P. CONC. PIER UPON Ib"xI8)"xI2" P. NEW (5) 1.15"xilb'75" O.P. 2.OE LVL FLU GONG. OF OVERLAID R.R. (PROVIDE SH BM* FOOTING AS FER DECK DETAIL (TYP) I BLOCKING To BOTTOM OF R.R. AS PER BM. FLUSH 'A BLOCKING ABOVE AS REG'r:>) 000 NEW N p MODIFIED (3�2"X4,, NEW SITTING ROOM %j F @FOUND 4 P05TS FOR WD. DECK: BEDROOM 2 - - - - - - - - - Z, 41 0 6 .2, POST To NEW(2) BATHROOM 2 WD. P.T. P05T 4 12"0 P. CONC. PIER(WITHOUT ANY m d) x =X x< FLUSH BM. 2"xg�" HDR ADDITIONAL FT(S) AS PER DECK DETAIL (TYP) !p IL ,7-- -777777 7 4- 90 J11 a X d) X NEW BEDROOM 5 FOP, V400D 5TAIR�5 ® GRADE: WON NEW 2"x5" O NEW (2) WIDE X REO'D LENGTH UPON 2"x5" HDR 4" THK. F. CONC. PAC) 6" WIr a O.G. STRINGERS a NEW 2"x5" C.J. NEPq 2"xb" C.J. `\ 6" ORAVEL UNDER 2`xI2" P.T. STAIR STP MAX. 16" O.C.,U.O.N. NIN. 5 STRINGERS) NEW NEW 0 12" O.C. 121, O.C. wr COVERED d� N tu TYPICAL LEDGER :BOARD ® EXT. DE-K: PORCH 0U,' O I. (1) 2"x F.T. 5P. TO MATCH DEPTH OF J015T5 NEW 2- SECURED N/(2) 5/e)" 4) x 5" LONG H.D. GAL. LAC7BOLTS 4 NEW (2) NEW(2) a 161, O.C. N-=W 2"x8" 2"x8_HDR 0 5. INSTALL H.D. CFALV. JOIST HANOER5 BY 'SIMPSON' (OR NLEN (3) 2"xIO" HDR �FPEDBM. PSOPPEP 5M. 44�-- EOUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING s .......... BENT OVER TOP EDGE OF LEDGER 5D. 5. SEE NOTED DETAIL PROPOSED F I RST FLOOR STRUGTURAL PLAN IO FOUNDATION PINNING: DRILL 4 EPDXY FIN NEW FOOTIN65 4 FOUNDATION WALLS USING GUIKRETE HIGH-STRENGTH ANCHORING EPDXY (OR SCALE: 1/4" 11-011 GUTTER EQUAL) INTO EXISTfNd4 FOOTINGS 4 FOUNDATION WALLS 6"x5" ALUM. NEW 4"x5" ALUM. AS FOLLOWS: NEW R.R. TO BEAR H10H POINT r__U I I EIR (TYP) DOWNSPOUT #5 HOR. REBAR SPACED VERTICALLY 12" O.C. H/4" UPON INTERIOR WALL I EMBEDMENT INTO EXIST. WALLS (5) #5 HoR. RmAR EMBEDDED w INTO EXIST. FTr--.5 NEW 4"x5" ALUM.-/ - - - - - - - - - - - - - - - - - - - - - - DOWNSPOUT NEW 2"xb" R.R. NEW 2"Xro" R.R. 501L BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TONS/5.F. 11:12 PITCH 9:12 PITCH NEW (2) 2"xb" EXISTING BUILDING FOUNDATION NOTE: CONTRACTOR TO V-1-F. SIZE OF EXIST. BUILDING POSTS TO RI GE zx d) 0 o X= CONTACT ARCHITECT IF FOUND FOUNDATION WIDTH 4 C it VALLEY TO BE LESS THAN 24". X a w lu NEW(2) 2"X611 POST TO RIDGE;PROVIDE z z (5) 2"x8" HDR w/(2) 2"x611 POSTS 0 EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. CONTINUING To 15T. FL,AS PEaV AT a :24" O.G. a 24" O.C. L ATTIC FENE5TRATION5/6ABLE VENTS - - - - - - - - - - - - - - NEW (2) 2"xe0 BM. BENEATH FT — - - — — — — — — — — — — — — 7 NEW 4"x5" ALUM. NEW NEW (5) 2"xrb" POST DOWNSPOUT TRAN51TIONINC7 PITCH OF (4) 211x411 TO FLUSH BM.-\ NEW 2"x5" R.R. I OVERLAID R.R. (p4/FRAMINC7- P05T TO NEW 2"xa" R.R. ABOVE,AS REOV) ry FLUSH BM. —(BELOW) 12" O.G. a 121, O.C. 13 1 1 1 1 1 N-=KL3LL=:S& P.P. 2-OE I�Y1,fL=LLP14.2f=6jH_F,R. PROVIDE FRAMING zv PROVIDE FRAMING To BOTTOM OF R.R. AS PER SECTION FROM BEDROOM td ADD BLOCKING �-WALL ABOVE To PROJECT: ABOVE (5) vxall R.R.I BOTTOM OF R.R. EXIST. 2"x( T( To SUPPORT 5" R.R. EXIST. 1 6:12 PITCH R OVERLAID R.R. pq/ a 24" O.C. 2"XV, R.R X0 24" O.C. D- n;ZAN51TIONINC7 PITCH MACOMBER vuI I I -Z:�— id NEW NEW ADDITION (2) .2"x4" (:2) :2--x411 NEW 6:12 PITCH tu< POST lu 05T 0 Lu P05T NEW (5 5:LZU (BELOW) I NEW 2--4, R.R. NEW 2.1x411 0 d) (5) =X x- NEW 0 4040 DEEP HOLE DRIVE V o T- Y a%j POST To RIDGE OL (5) 2"xb" X V= I p MATTITUCK, NY 11952 0 P05T TO x (L tu t RID(5E tu NEW 2"xio" RIDGE wl I NEW (5) 1.15"x14" O.P. 2.OE LVL RIDGE EW(2) 2"XIO" R.IvcA=- 5IMP50N L5210AZ HANGER DRAWING TITLE: 7ER NEW (5) 2"x4" 11:12 PITCH Cn NEW (2) r--.P. 2.OE LVL BM. W NEW(2 POST TO 2..x4le tLANOERS 0 d) ®� y SIMPw Li I I I GUTTER PROPOSED STRUCTURAL PLAN x ®�RIDC7E OU77ER_/ aq I POST HIC714 POINT HIGH POINT TO X W*Zo tu�x x Vi RIDGE 6:12 PITCH zx x x= y tL ivy I I tz 10 L - - - - - - - - - - - v X e NEW� I— W2"x il-R-.R. (BELOW) x4l, --- - - - - - - - - NEW 6:12 PITCH :12 PITCH V -X NEW (2) POST TO RIDGE b"x5" ALUM. EXIST. 2"x60 R.R. EXIST. -(:2) :2"x4" NEW 2"x5" x NEW 2"x5" 21, 11 a 24" O.C. 2"XV, R.R P05T R.R. a 161, O.C. R.R. a 161, O.C. xb GUTTER(Typ) PAGE: a 24" O.C. POST AMN& NEW (5) 2..x4.--�/ NEW (2) R LK NEW(F)'17x5--5M7-7-5IMP5ON LU528-5 HANGERS R NE (2) 2"X611 R.R. iff a N U E 1h 6"x5" ALUM. POST TO RIDGE 2.1x4l, POST -1 0 111 0 tu 01 1 D BLOCKINO A50VE (2) 2"x6l, R.R. I m tu (SUTTER (TYP) %J NEW (2) 2"x5" BM. �90 SUPPORT OVERLAID R.R. wl BENEATH VALLEYS 4 TRANSITIONING PITCH a- �1-1 - - NE (57 7777-171F=.f-. OE LVL—FLU5H"B�r—BENEA-M R.R. -5j!) TRANSITIONING.-I NEW PROVIDE BLOCKING TO 770M OF R.R. AS PER SECTION ry PITCH OF OVERLAID 6:12 PITCH iv I R.R. (k4/BLOCKING POST TO NEW (5) 2"xb" POST - DATE: :11/03/21 OF 14 0 FLUSH 5M. =X 13 5� ABOVE,AS REOV) -- - - - - - - - - - - - - - TO FLU5H-5M.- Lu < Lu Vg NEW 2"xb" R.R. NEW 2"xe?" R.R. z ;;zl > =X x a 121, O.C. a 121, O.C. N 4t:12 PI TCH CI:12 PITCH X o 60 -===S7--- Ll cia 6:12 PITCH v EXIST. 2"xb" R.R. EXIST. 2"xb" R.R. ® 24 O.G. a 24" O.C. V.I.F. R.R. EXTEND all L TO PROF. WALL E31 I- - - - - - - — - - - - - 5iI2 PITCH NEW (2) 2"x(o" EXIST. 2"xb" R.R.11-11 NEW 4"x5" ALUM. (%TMR-/ POST TO RIDGE a 24" O.C. DOWNSPOUT HIGH POINT 0 Z x1 NE 'T -7i, X 1xu z f PROPOSED ROOF STRUCTURAL FLAN SCALE: 1/4" P-o" a a U Ljj W ZD N a ; W >: O � Z Lo J m 0 O ,^ NO t. Lo Im Z t O ci Z Lu a J J 00 Z U Z � ZN LLW (D I` Lo Lu It U Lu F- U = J U J 4" FRF-5H AIR VENT O J I L THROUGH ROOF p I O O LL 11 PROVIDE "ABESCO FF200 FR V 3 I EXPANDING FOAM" (OR EQUAL) V I AT ALL PENETRATIONS IN FIRE Q I RATED WALLS AND Q Q I FLOORS/CEILINGS. PRODUCT I CONFORMS TO ASTM E 814, 1 ASTM E 84,AND UL 14.74 I FULL BATH FULL BATH FULL BATH NOTE O EGEND ALL PLUMBING WORK T- - r______-1----I- ---i--1-2 r KITCHEN LAUNDRY SHALL CONFORM TO r- -- _2 T---1 I ------ SUPPLY O I „1 1 2111 „I 2"� I 12„ LOCAL PLUMBING GORE � FULL BATH FULL BATH FULL BATH KITCHEN LAUNDRY HOT WATER � P1PIN6 PENETRATIONS: 1 1 2 I 21 1 :2111 1 O � I I I 1 1 1 1 1 GLEAN OUT u T T O KITCHEN LAUNDRY I. PROVIDE "ABE500 FF200 PR 1211 I 1 12" I 1 „ I 3 I 1 1 ..-,._., GOLD WATER EXPANDING FOAM" (OR EQUAL) 1 I I I I 12 1 t AS REQ'D 1 .4 1 I 144 SUPPLYIL u 1 I I I 1 I S q4 U Q!4p� I 7�7 I I p� I j S I A AT ALL LIN65,TIONS AT WALLS 1 W I�i. W.►%. I W,�., PROVIDE F.A.I. 31 3 I 1� I I I 13 U I j I p� U I I 1- I I- 1 " V W.G. _ 3 I :V W.G = ;I .V �I I� WG 31 IV = UI i PROVIDE "ABESGO FF200 FR i� 2.BPRO PRODUCT A5TM E084,AND UO14 STM E 15HOWER I 13HOWER 1 I- I 1- " 2" �1 Iv *1 1- 1 U I I *1 :V zi iv EXPANDING FOAM (OR EQUAL) RANGE N 11 f I TUB DW S N� :N SHOWER J"I � m n1 �ry 5HOWER = 1 :Q m cV I �� NI �ry a ivi Ic\v iv I iv AT ALL PENETRATIONS IN FIRE _ .O. 2 3„ 2 3 2 3 —I I— Q4 ——————I I ——— I I — I TUB _ —1 1 HASHM RATED WALLS AND m [MYER c\v w Q� `� 4° Dw ------ -------- ____ - G.o. _.._..-.._ ._-. _.-.. .._.._.._.._.. ._-_. .._.._. , OORS/CEILINGS. PRODUCT � - `-- - CONFORMS TO ASTM E 814 � c,0. -. -. _. -. _.. y_.._..�.. .._._ ._ _. ASTM E 84,AND UL 1474 6A5 SUPPLY V 4 EXIST. WATER ! A fi 4 HOUSE SUPPLY SYSTEM m m m tl1 VERIFY SIZE MAIN DRAIN G.O. I TO STREET w/MANU. z I WATER MAIN OTE: �!l 4" z i ALL PLUMBING 8 TO SEPTICu �"-' -"_..3 z FUEL GAS WORK 3 3 tu 5Y5TEM SHALL CONFORM K p m Q TO LOCAL NOTE. Q F ELL G1 NO A5 CODE a PROJECT: ALL PLUMBIU PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE W FURN. EW FURN. AIR HAND AIR HAND MACOM BER NEW 1000 BURIED PROPANE TANK ADDITION FLUME I NC DRAIN / NASTE / VENT FLUME31 NC RISER _ SUFFL)oo CAS RISER _ SUPPLY 4040 DEEP HOLE DRIVE SCALE: NTS SCALE: NTS SCALEMATTITUCK: NTS ' NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101200 DATE: 11/03/21 14 OF 14 AsPeDYS OE I �E AL v KE� : ALL NEPq DETAILS.WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING t STRAPPING DOOR SCHEDULEO 0.. 2 V NEW PARTIAL HEIGHT Q H EXISTING TO BE DEMOLISHED �,�,-,�-r� DOOR MATERIAL W Z O f �9 WOOD FRAME (L.G. STL. WINDOW CHART _ 0 WHEN APPLICABLE) _ EGRESSw 04 EXISTING TO REMAINCLEAR TAG DESCRIPTION J T-I ROUGH OPENING WINDOW DIMENSION N NOTES NEW WOOD FRAME (L.G. NEN FOUNDATION WALL TAG TYPE MODEL # OPENING WIDTH HEIG p 4 W c-1 WIDTH REa'D: 20" HT O J Q W STL. WHEN APPLICABLE) r WIDTH HEIGHT WIDTH HEIGHT HEGHT REO'D:24" A (2) - -- - -DOUBLE-HUNG TW2032 .2'-2 3-4 " OPEN REC�'D: 5.i S.F. - _ - ----- - - - Z EXTERIOR NEW I-HR FIRE RATED ® _ -- 2'-I " Z POST FOR 4 WALLS IN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL l B (I) PICTURE P3035 3'-O 3'-5 i" 2'-11 e" 3'-4 OI SINGLE SWING 3'-O" b'-8" •- J� . FRONT ENTRY � L Y POST FOR b WALLS), U.O.N. ` __- u O - f NEW 2-HR FIRE RATED G (8) DOUBLE-HUNG TW3046 3'-2 �" 4'-8 7" 3'-1 i" - 4'-8 �" 5.� S.F. 02 DOUBLE 5WINIG - - (2) 6'-8�:L_- • LIVING ROOM Q O O WOOD FRAME (L.G. STL. 3-O" WHEN APPLICABLE) -- D (6) DOUBLE-HUNG TW2442 2'-6 4'-4 I 2'-5 " 4'-4 " 03 SLIDERS 10'-O" b'-8" • MASTER CF m �- - ------- -S --- � i � BEDROOM Z r r I -- E (I) PICTURE DHP41046 4'-II �" 4'-8 4'-IIjr 4'-,5 �" 04 SINGLE SWING 3'-0" b'-8" L • ��( • SITTING ROOM Q F (U PICTURE P4045 4'-O 4'-5 4'-O" 4'-4 E" ( INTERIOR - FIRST FLOOR Q W FLOOR PLAN NOTES _ __ DOOR NOTE: r I G (i) TRANSOM IL WRT3015 3'-2 � � I'-7 �'� 3'-I I'-7IF - L-05-A �� RESERVED � - � _ J-I. INSTALL NEW INTERIOR DOORS WHEh� GALLED _ � ( _ _ - - _ Z � � OUT L PLANS T 'IO D-WEN' (OR EQUAL). O6 DOUBLE SWING L2 20„ b'-8" • - rSEDROOM 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED I J O OUT ON PLANS BY 'THERMATRU' (OR EQUAL). BEDROOM I Z 3.DOOR TYPE TO SELECT O-1 SINGLE SWINGi Q Z 4.INSTALL AS PER MANU SPEC.'S vq 3.PROVIDE (2) 2"x8" HDR.,U.O.N. Ir=051 SINGLE SWING F2'-6" b'-8" ���� � (D4.SEE PAGE 6-003 FOR ALL OTHER 1=RAMINOBATHROOM I � W (D ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. - _ _ Lo _ � STAIR d RAILING NOTE: 09 SINGLE SWING 2'-b" b'-8" • l BEDROOM 2 O OI. ALL NEW STAIRS SHALL HAVE MA}:. 7-3/4" Rf --- -- J� J d MIN. 10" Tr - RISERS SHALL BE CLOSED 10 SINGLE SWING 2'-b" 6'-8" •�]=� BEDROOM 22. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; 36" HIGH HANDRAIL d SPINDLE SPACING NOT II SINGLE SWING 2'-6" b'-B" • 1 BATHROOM 2 W TO LLOW P 55 GE OF m SPHERE 12 SINGLE SWING 2'-O" b'-8" • i L:r:_L=05ET:7pHA=LL 3. GRIPPABLE RAIL AS PER CODE � (� -_- J1 WOOD FRAME STAIR: I. SEE NOTE ABOVE: FOR STAIR 6 RAILING INFO. 13 SINGLE SWING 2'-0" 6'-8" • ENTRY CLOSET w2.RAILINGS SHALL BE WOOD OR PVC. 14 SINGLE SWING 2'-b" b'-8" • A= GREAT ROOM V _ J 3 5 CONTSMOKRACTOR SH MONOXIDE COMBINATION MBINATIONEDETEGTOR O 15 - SINGLE SWING 2-b b'-8 �• BATHROOM 3 � Q I. GONTRAGTOR SHALL PROVIDE CODE COMPLIANT HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I6 SINGLE SWING 2'-b" b'-8" � • �i W.1•C, ° 2.INSTALL ALL AS PER MANU. SPEG.'s b-8 •• JJJ� -1 - \ ^ 3.5MOKE DETECTOR AND CARBON MONOXIDE DETECTORif IN COMPLIANCE WITH LOCAL GORE =-7 =---. BIFOLD - LAUNDRY �Jl MASTER O BEDROOM . WINDOW NOTE: IS SINGLE SWING 2'-b" b'-8" • Q I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN f - - (AS SERIES CASEMENT, DER MA UN S,PE GLIDING I 19 5INGLE 5WING� 2'-b" b'-8" -• BEDROOM 3 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN "CLASS WINDOWS 20 SINGLE SWING 2'-O" 6'-8" � f \ AND DOORS" ON PAGE 6-002 IF CASEMENT BEDROOM 3 � WINDOWS - ALL 05MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 21 SINGLE SWING 2'-b" b'-8" I • I� I�� 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE L _J JL SITTING ROOM TILT WASH _ - - 3.ALL GLAZING WITHIN IS" OF FF TO BE- TEMP. GL. O 22 - POCKET (2) „ b'-8" • �I, II SITTING ROOM 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND [Q m 21-0 � JLL WINDOWS (TYP. FOR ALL) U.O.N. Q a EORE55 NOTE: o IN COMPLIANCE WITH NEW YORK STATE: BUILDING 3"7'-IV2" 2 CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 15'-0" 22-3 w EGRE55 SHALL BE FOLLOWED: y2 26'-4" ix ix NET CLEAR OPENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM F 4J1 D 4 C 4 NET CLEAR WIDTH................. 20" MINIMUM NEW LAUNDRY ROOM: 2 - a O I. NEW WASH/DRY HOOK UP - Olw O, g 2.COORDINATE LAUND. ROOM # DOOR. DIM.'sto z O K/SIZE OF EQUIP. `t wlv Z w 0 3.PROVIDE HOOK UPS AS RED'S PER MANU. �Iv al 02 MODIFIED w -� DECK - m DRYER EXHAUST NOTE: (221 5a. FT) �' z I. DUCT SHALL TERMINATE TO EXTERIOR 3 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY MODIFIED 0 OPENINGS LIVING ROOM v� 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN G CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO D 03 N o CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - I - Z 0 SHALL BE LIMITED TO SINGLE LENOTT�S,NOT TO m - EXCEED 5 FEET AND SHALL BE LISTED AND LABELED cv p - _ 2 N IN ACCORDANCE WITH UL 2155A. MODIFIED O IS I W. 2 O 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID N 14 ® ry V v METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS B(150 50. FT)I 3 RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST w O DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL -TRAY CEILING^• Z O 30"V NEW MASTER p � �„!5 BATHROOM 3 _ 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER r O ^TILES I 4 LOCATION TO THE WALL OR ROOF TERMINATION. THE dJ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 - (14 \ FEET FOR EACH 45° BEND AND 5 FEET FOR EACH SIO' NEW GREAT _ ® ® - I FW- Ti� ROOM '; t 5HOWER 0 o BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES W Z -_ � I- C] NOT INCLUDE THE TRANSITION DUCT. O N `fl _ NEW MASTER O6 w O -CATHEDRAL GEILINO� 3'x'7' 4 o~ _ - (2 6 OFT) PROJECT: UN O ELECTRICAL METER: -CATHEDRAL CEILING- TREIBER RELOCATE ELEC. METER AS PER NYS MECH. • m ' CODE, 8 UTILITY CO. STANDARDS /GO NEW O-� NEW ATTIC ACCESS - PULL DOWN STAIR: CL. O 2 O I. MIN. 350 # CAPACITY NEW WALK-IN I ADDITION O � 30" 2.SIZE TO FIT MECH. EQUIP. THROUGH p PANTRYI GL. O I D OPENING (MIN. 22"x30'9 - • • 3.1 HR FIRE RATED ' O O� SM/GO A it ® ® 5M/GO Ib 4 4.DBL. FRAMING WHEN NEW OPENING A 4040 DEEP HOLE DRIVE 5. INSTALL AS PER MANU. SPEG.'s A-3 I NI O 1 13 `Q NEW A-301 6.CONSULT H.O. FOR PRECISE LOCATION N OF ACCESS QI NEN BATHROOM 4 ,� PROGRAMM LE , VENT o MATTITUCK, NY 11952 A/C NOTE: G r F- T HE:RMOSr r NEW L UNDR , O I NEPqBASAI HANDLER d DUCTWORK IN 4 S3xb R -TILE- Ob z Q / i \ NEW 5 GL T Ig 22 F.A.I. dJ m DRAWING TITLE: 36" REF. � -_ GL. 2.ROUTE d EXTEND COOLANT LINE O O - 12 17 - -- AS REO'D FROM A/G COND. 3'-2" I O 3'1x 6' 1 1` - _ O 1 PROPOSED FIRST FLOOR PLAN _ _ 21 BLAND �o o O '� NEW ATTIC 1. CONDENSER: _ _3'-6" •_� m . HALLWAY I HATCH - 'I 1. NEW 2 d 3 TON RHEEM A/C CONDENSER 30' _ _ _ _ L _ I 2. 51ZE CONDENSER BASED ON NYS MUCH. CODE. 3 Oq OVEN NEW KITCHEN SM/GO L - - 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING p OF ENTIRE GU. FT. • � Il'-4y2" 1q 4. INSTALL CONDENSER ON GONG. PAD SM/CO I I II > NEW • 4 m `t PROGRAMMABLE SM/GD 0 THERMOSTAT PAGE: 8 MODIFIED L DWl ��y 3 • I SITTING ROOM 6 n BEDROOM SQ F? UPPERS - - - - - of BATHROOM 2 5M/Go (132 50. FT) m � -TILE- s - -TRAY GEILIN6- ®� ■ ONA NEW BEDROOM 3 A 4 B 4 A 4 I (88 50. FT) NEN NEW 6° I K 11- DATE: 01/16/23 7 OF 14 COVERED T N A to GL. PORCH 20 z 0 EN5 26x68 _ ® NEW 04 N � GL. m B J CJS `� C 4 C � � rx D A C C 4 �'-q" JAN 5'_0.. 6'_0" 3'-"I" 10' 'i C� v - r y2" Iq'-0" IS'-3 26'-10" �. E'UG���!lGL3EPY. < 0 5 10 20 P GRAPHIC SCALE �ONFROFOSED FIRST FLOOR I � 2,21'� S.E. HA51 TABLE SFAC E; 2,21 ci S.E. O ROSS AREA SCALE: 1/4" SITE PLAN HATCH KEY: �Q PROPOSED BUILDING ADDITION W Z O ® PROPOSED DECK/PORCH �*• 1� W W � N a PROPOSED NON-TURF BUFFER W .. � � 1... Z � � Z J J > �3 00 m m m ...�- Re m 1 . ONE STORY FRAME ADDITION -QQ 1 .00 PROJECT LOCATION & SCOPE _ Q 2. FRAME DECK ADDITION SITE PLAN & ZONING DATA 1- �. GO�ERD fi�ORGH Q w 4. 10' NON-TURF BUFFER ! 00 17WELLINC 5. 1/A ONTS - f E L N T z a) B I ATER ENERGY TABLE H TA T-111STRUCTURAL DESIGN CHARTS Z >: 4 TIDAL WETLAND BOUNDARY AS vq DELINEATED BY EN-CONSULTANTS Z -QQ�j,QQ HOLDOWN ANCHOR BOLT U- J (D 12-02-20 + + W Cfl STRAPPING, & NAILING DETAILS o = Lo ----- PROJECT / ZONING DATA FASTENING SCHEDULE � � o � - - TAX MAP � 1000-I 15-17-4 ZONING DISTRICT R-40 Nr_, FRAMING GRAPHICS Soo /%/% �� � ""U♦=FER; -%%-%--% %% % ° BEAM CONNECTION PATTERNS G�N,� W %� PPROX. I,aoo S.F. A r LOT AREA, 0.5 ACRES m TED BUFFER, %'EL=6.2 %%'i '; FIREBLOCKING DETAILS a I GofO - ONE FAMILY DWELLING 217565 DECEMBER, 2 1x88 ZONE AE (EL b) - PROPOSED DEMOLITION PLANS CofO -ADDITION Z-25520 2/5/1118 U ` ZONE AE (EL 6) -� SOUNDARY FLOOD ZONE } J - VARIANCE APPROVAL PENDING V J - - - 10.0 %'";% EL?.5 Q WOO SULK - FEMA FLOOD ZONE AE6 /SHADED X / X - I 0 2 .Q 0 PROPOSED FOUNDATION PLAN WETLANDS DISTRICT Y ci8Q3 "�' I-4731-047 DEC, DISTRICT Y 11/00001 SUFFOLK COUNTY HD APPROVAL R-21-2353 5 BDRM. - RO�OS-E6FIRStTLOOR-P A HABITABLE SPACE EXISTING BASEMENT AREA O S.F. _2O ,00 PROPOSED EXTERIOR ELEVATIONS _ Z -1 FIRST FLOOR AREA 2,211 S.F. 0 v Z TOTAL BE7ROOM COUNT 5 ZONE X Z > -�Iju A-202 .00 PROPOSED EXTERIOR ELEVATIONS WOOD DECK _ _�.� 0.295 ANNUAL GRANGE FLOOD 1 O LOT COVERAGE - \��O a - - - - - - - - - ~ q � - - - - 10 DE5GRIPTON AREA 30 LOT p MODIFIED 15TORY �. �L/Np COVERAGE (4 BEDROOM) �'Y TOTAL LOT AREA 21,22-7.0 S.F. FRAME HOUSE �-�- DL �� f_ �• FF EL=14b - �- UILbING-,ECTIONS ZONE X -t-�-�• \ EXISTING HOUSE 221x.5 S.F. 10.530 EXISTING DECK 221.2 S.F. 1.0% _ _ 1= EXISTING COVERED PORCH 104.5 S.F. 0.530 ' HOLE \ \ I - - _ _ _ O TOTAL AREA OF ALL STRUCTURES 2545.2 S.F. 12.030 A-401 .00 DESIGN DETAILS EL. 12.5' - O IJ PROP ED Q MAXIMUM COVERAGE ALLOWED = 20% O COVE I O � I i PORCH - 0 PROPOSED STRUCTURAL PLAN v, REQUIRED SETBACKS - MAIN BUILDING I �J- 0 � .00 � I TI EXIsTINO 14 \ ` 3 \ \ _ GRAVEL DRIVEWAY - - , _ _ - _ _ - _ - - 12 REQUIRED EXIST. PROPOSED COMPLIES (� O �t' Pn`\ FRONT YARD 40.0' 42.0' 40.1' YES 1i �Q 01 40.0', \ ' , \ \ I cj- O2 ,QQ PROPOSED STRUCTURAL PLANS SIDE YARD 15.0' 13.1' 13.1' No BOTH SIDE YARDS 35.0' 102.8' 78.0' YES a zl �' _ ry0 �� I REAR YARD 50.01 60.0' 58.8' YEs DWV/ WATER SUPPLY RISER MiN. �� i - \ ' 14 GAS RISER PROJECT: 1 - DRAIN �F�4.34 - _ _ - - 136.1 ' O vn \� � _ Np-,pp,F - TREIBER vn DRAIN ADDITION 0� DRIVE GL EL-14.4 4040 DEEP HOLE DRIVE SEE MATTITUCK, NY 11952 GL EL=15.0 DRAWING TITLE: -- �... PROJECT LOCATION & SCOPE 30 SUFFOLK 129 43 '14 C °A FLAN „o ,y .. ,,17.26 SITE PLAN & ZONING DATA SITE FL. / �N •+...��' ap 69 „0 .'���'� ^ .0 17.'27 rrw 20 ,� 140 72'1 ,22 S 1I 7 1l U 5 z, SCALE: „ a',. 1:i7^lcl 11'1, s s ��.: -ilia 9, o R.2 $ OP�oI 0>2, 4 PAGE: @ m 179 12 ,ztt� X26 ttt :,4„ 0 2''az 426.g v - ,io t 6 6 7 0 , $ 'i 22 w1 0(lGl 4. 11 2z s w 1.1A G-001m00 32 , 1.2A'o O r-p 21 ti 22." 4r i SUBJECT PROPERTY ,c- +, 1 i; - S L5,u DATE: 08/28/23 � •Z1 ,1 1 �` 11 O F 14 1r3A 116 �� r .i J`heap . o � `-'nx i 23 Ci m p ^/ '� rO !I/2V 51TE LAYOUT NOTES: B B2 1t. 6, 1n G e2 f, r` I� 1.2A 1. THI5 15 AN ARCHITECTS SITE PLAN IS ;� a f2 ti ``�.,i 1 '. ^f*•� M14 rte. SUBJECT TO VERIFICATION BY A LICENSED 'a', 1� a °� T ''g n SURVEYOR. THE INFORMATION �.. �' s 1S o °', 7 8 - ,9a -,o m ,e4 s9 h" m- �'". .. .". " , �# ti:' r a' ,ez ase # REPRESENTED ON THIS SITE PLAN IS TO THE ,9 e2 1 ,o _` 1:1A(c) e ' ARCHITECT'S BEST OF KNOWLEDGE. Bo a ,es 3`� 1H o n'' ,a9" " 2. SURVEY INFORMATION WAS OBTAINED ,�" i 17 n �? 52 a r�; '` 7a, t J f FROM A SURVEY DATED FEBRUARY 7, 2020e2 y < k AND PREPARED BY: , so r,, Ar, 01, KENNETH M. WOYGHUK ,� �� LAND SURVEYING, PLLG 1t} 15 8 ;t 11 P ,as' _ 9 dp v cy "^ f ".. PO BOX 153 i1 a 1 's 7 ,` ^• c. �+ e h `�v.- PO BOX XGUE N.Y. 11131 G a r ,s (tet TELEPHONE: (631) 218 1588 LOCATION MAP SCALE: NTS OENERAL.ERAL. J�t'vIE30I. E *"r : Q v EXISTING TO BE DEMOLISHED / NEW PARTIAL HEIGHT WOOD = N WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) J r-1 EXISTING TO REMAIN W T-I NEW WOOD FRAME (LG, NEW FOUNDATION WALL Q W }; 5TL. WHEN APPLICABLE) m Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL O Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS J = WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 0 POST FOR 6" WALLS), U.O.N. m 0) O NEW 2-HR FIRE RATED O WOOD FRAME (L.G. 5TL. (L Lo m WHEN APPLICABLE) m Z O Hcr � FOUNDATION PLAN NOTES Q W TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: Joo O • (:2) :2"x&" P.T. SILL PLATES w/COPPER TERMITE SHIELD J 5ILL SEAL _Z � (o -J r-I • ANCHOR BOLTS AS PER PAGE 6-003 r'1 Z >:• P. GONGW . FOUND. ALL A5 PER DETAIL UPON O • P. GONG. FOOTING AS PER DETAIL, z Z • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR TA • B.O. FOOTING V-O" BELOW 6RADEE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN LL W cfl APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FIN15H STONE ON THIN SET 0 FOR HEI6HT OF WALL d SLAB (WHEN APPLICABLE) O HOLDOWN: HOLDOWN 'D' AS PER PAGE 6-003 W �p m U O BEAM POCKET (TYP.) W T`'F. 5TL. COL.: 57'-`12° 26'-4" V O SEE NOTED DETAIL AS PER PLAN 5'-0 FREEZE PROOF H05E BIB: 5 a Q Q ;. . . (�5 FASTENED w/MASONRY ANCHORS (PRECISE — —5 xb SLDR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ — — — — — — — — — — _ _ _ r- 7 _ _ _ Fg �_ - - - _ _- I� 11 r •— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OP. GONG. PAD FOOTING AS PER NOTED DETAILS d ° — 5 STRUCTURAL PLAN NOTES (TYP) N o I Q I T FOUND $ POSTS FOR WD. DECK: 10 I O WD. P.T. P05T d P. GONG. PIER UPON FOOTING AS PER A-4ol O �n DECK DETAILS d 5TRUGTUR:AL PLAN NOTES (TYP) lit , I • • dp FOR WOOD STAIRS ® GRADE: NEW BASEMENT \ 8O 4 THK. P. GONG. PAP80 WIDE x RECD LENGTH UPON _ _ UNFINI ED - 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® UNHEATED MAX. 16" O.G., U.O.N. (MIN. 5 STRIN6ERS) 526 5.F. a 5ct< A TYPICAL LEDGER BOARD 0 EXT. DECK: O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" x 5" LONG H.D. GAL. LA6 BOLTS I 5. INSTALL H.D. &ALV. JOIST HANGERS BY 'SIMP50N' (OR 1 2 EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DIN6 d BENT OVER TOP EDGE OF LED&EPZ BD. EXIST. - 5. SEE NOTED DETAIL BASEMENT ELECTRICAL PANEL: 10 NEW ELECTRICAL PANEL LOCATION;ALL INSTALLATION AS PER NY5 ELECTRICAL GORE ( A-401 J NEW BASEMENT 0 II NEW MECH. ROOM: 1. NEPq UNFINISHED 0 6A1LR ASDLER WATERHHEATER TO THIS d RHEEM I STORAGE O I UNHEATED NHE 5 D z� aI LOCATION I 2.INSTALL AS PER MANU. SPEC.'s I I + -H * _ 3. F.A.I. THROUGH WALL 4.FLUE THROUGH WD. FR. CHASE I 5. MAINTAIN 50"x50" CLEARANCE IN FRONT OF N A-401 (V m MECHANICAL UNITS AS PER NYS MO 506.1 IILL 6.MAINTAIN ALL APPLICABLE VENTING - - - 1 CLEARANCES REQUIRED PER NYS MG 804. I -7. DISCONNECT, REROUTE, d RECONNECT /�N�A EQUIPMENT TO EXISTING PIPING A5 R:EQ'D I A-5011 I ELECT. TON AI I -301 Z ANEL Pf�ANDLE TYPICAL MECHANICAL ROOM N07E5: I I d I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY a "DUROGK" (OR EQUAL) 0 N 6 4 2. FOR WD. FR. CLO. AND/OR WALL5 - PROVIDE (1) Q I I Q - - LAYER OF 5/8" TYPE "X" GYP. BD.. UL U505 (OMIT ON GONG. WALLS) ' U -I- -1- m 5. WHEN NEW, INSTALL FURNACE/BOILI=R AS PER MANU. i _ _ _ - F- EXIST. SPEC.'s AND AS PER NYS MECH. A'ND FUEL OAS CODE MECHANICAL Q L J 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT �° IT CONFORMS TO NY5 MECH. AND I=UEL A5 CODE X dJ I 6 L _ J lo'-qy2° 5'-0" a'-1oy2° a 5. COMB. AIR VOLUME A5 PER MANU. SPEC.'s - PROVIDE EXIST. FRESH AIR INTAKE FROM EXTERIOR KATER 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL SERVICE •o I EMERGENCY SHUT OFF 5WITGH `fl n PROJECT: '1. FOR 6A5 SERVICE,PROVIDE OAS SHUT OFF 5WITGH 8. LOCATE MECH.CES E ER COTO LOW FOR PROPER - I Q a. PROVIDE 5" FLOOR DRAIN d CONNECT TO EXI5TIN6 w TR E I B E R SANITARY SYSTEM AS PER NY5 PLUMBING GORE <t z 8 I - - - - - - - - - - - - - - - - - --� .. � L � II ADDITION NAVIEN WATER HEATER MODEL NPE-SERIES O GAL. II , 12 (OR EQUAL) W.H. ` - - I — - - 1O I p MEGH. ROOM a All — — 3 Q r I I 4040 DEEP HOLE DRIVE a 2 TON A-aol in z HANDL RAIR ( _ 77 S I2 'T MATTITUCK, NY 11952 �p Q NEW HOPPER WINDOW a 2'8"WXI'2"H AWN. A-4ol L - - - - - - _ - - - - - - - - - - - - - - - � - - DRAWING TITLE: - GONG. SLAB L - - - - - - - - - - - - - - - - - - - - 2 s PROPOSED FOUNDATION PLAN la'-O" 0 �p m Q PAGE: G �I �I PLAN y�I 0 5 10 20 FROFOSEI� FOUNr7)A71 ON PL�"tl`i GRAPHIC SCALE 1/4"=1'-0" A-102mOO O S.F. HA5I7AE3LE Sfi AGE; 2,211 f S.F. GROSS AREA SCALE: 1/4" = I'-O" DATE: 08/28/23 6 OF 14 D/i *�.tib, •N ��� �� d O ELEVATIONS NOTES ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN; INSTALL AS PER MANU. SFEC.'s. SEE PAGE "G-003" FOR NAILING 4 STRAPPING Q V DETAILS. W Z O G7 OI HATCHED AREAS INDICATE NEIN WORK (TYPJ WINDOW CHART J NEW ROOFING: EGRESS Q OW O I. SEE NOTE ® SECTION ROUGH OPENING WINDOW DIMENSION CLEAR �; 2. ROOFING TO MATCH EXIST. COLOR 4 STYLE BY 'GAP' TAG TYPE MODEL # OPENING Z (OR EQUAL..) (MIN 50 YR. WARRANTY) WIDTH REOV: 20" HE16HT REOV:24" 0 Z NEW CRICKET (TVP.): WIDTH H=1GHT WIDTH HEIGHT OPEN REOV: 5.7 S.F. J 2 >- O3 2"x4" FRAMING ® 16" O.G.;PROVIDE ICE SHIELD - - --- LAPPED IS IN ALL DIRECTIONS 4 iFULLY FLASH. A (2) DOUBLE-HUNG TW203 �'-4 J" 2'-1 j" 3'-4 i" Lo ONEW SIDING -- PICTURE P3035 3'-O 5'-5 2'-II 3'-4 { " a 4 SEE NOTE ® SECTIONLo it G (8) DOUBLE-HUNG TW30 '- 3'-I _[: 48 5.7 S.F.NEW WINDOW(5) 4 m -- O AS PER PLAN D (6) DOUBLE-HUNG TW2442 2`-6 �" 4'-4 �" 2'-5 J" 4'-4 J" IF = 0 O NEW WOOD FRAME STAIR E (1) PICTURE DHP41046 4'-II i" 4,-e, J" 4'-II 4'-8 i" ~ w Q J F (1) PICTURE P4045 4'-O " 4'-5 4'-0" 4'-4 " J pp NEW DRYER VENT: Z C) SEE NOTE ® PLAN 5 (I) TRANSOM WRT3 -2 I0I5 3 � -"1 5--1 I-•7 A TA Tq Y %1 O Q Z vi U. W C4 Loit %-I O Lo W - ------------ --- - --------- --- - ----- - - ------ - -A - - ---- _----- - it F.F < EAST ELEVATION (REAR) SGA E: 1/4" = 1'-O" z W O U LU F- Q PROJECT: TREIBER - ------- ADDITION - 4040 DEEP HOLE DRIVE MATTITUCK, NY 11952 4 DRAWING TITLE: � O O 4 PROPOSED EXTERIOR ELEVATIONS F.F. 17 11:1 PAGE: L -202mOO DATE: 08/28/23 9 OF 14 NORTH ELEVATION (LEFT SC)E) F-D AJC SCALE: 1/4" = I'-O" 0 OF IN F' .