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Home My WebLink About51332-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#: 51332 Date: 10/30/2024 Permission is hereby granted to: Kathleen E Walas 60 W 57th St Apt 10-B New York, NY 10019 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling with swimming pool addition as applied for per ZBA,SCHD,Trustees and DEC approvals with flood permit. Premises Located at: 750 Brooks Rd, Greenport, NY 11944 SCTM#53.-1-16 Pursuant to application dated 08/22/2024 and approved by the Building Inspector. To expire on 10/30/2026. Contractors: Required Inspections: Fees• Single Family Dwelling- Addition&Alteration $2,369.50 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $300.00 CO-RESIDENTIAL $100.00 Flood Permit $150.00 Total 2 919.50 Iding Inspector p� tF TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s:%/www.southoldtownnv. ov �4 M ryM1 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only Building Ins ector: PERMIT NO ' �.� g Inspector:-..... ......._..� G Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. '" Date:August 20, 2024 OWNER(S)OF PROPERTY: Name:Kathleen Walas scTM# i000-53-01-16 Project Address:750 Brooks Road, Greenport, NY 11944 Phone#:917-428-8084 ::E:M:�ll:k:a:thleen.walas@gmail.com Mailing Address:750 Brooks Road, Greenport CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#: @ m architect.com Email: _._—.... ...631 603 9092 ... aportlllo a... P CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION >tlon *Alteration eratlon 7—,Repair air CDemolition Estimated Cost of Project: CNew Structure CAdd p :-:]Other Reconstruction of existing dwelling $700,000 Will the lot be re-graded? WYes ::]No Will excess fill be removed from premises? *Yes ONO 1 PROPERTY INFORMATION Existing use of property: Q� Intended use of property:S� � Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes❑No IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPUCATION LS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted By(pr" Ie): uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: LINTY OF CO ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the t L4�....... .... ......... ........... ( ontractor,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 I�` V day of 20 2 y�„�..,�.� N . E A NANGER NOTA Y PUBLIC,STATE OF NEW YORK Registration No.01A00019644 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) commission Expires January 9,202s 1 residing at 0(� do hereby authorize to apply on my beha t e Town of Southold Building Department for approval as escribed herein. Owner's Signature g ture Date n�' A Ltd Print Owner's Name 2 rjf so BOARD MEMBERS �* �Jl;� Southold Town Hall Leslie Kanes Weisman, Chairperson , 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. ' ; 54375 Main Road(at Youngs Avenue) Nicholas Planamento COO, 'C,� Southold,NY 11971 http://southoldtownny.gov 17� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 0 cto b f"' , ��. .,... y r i J vi Brooke Epperson AMP Architecture 10200 Main Road, Unit 3A Mattituck, NY 11952 Re: De Minimus Request, File #7835 Sarakatsannis, 750 Brooks Road, Greenport SCTM No. 1000-53-1-16 Dear Ms. Epperson; We are in receipt of your correspondence, dated October 15, 2024, requesting a de minimus approval related to ZBA determination #7835, dated October 19, 2023, Amended November 2, 2023, in which several variances were granted in order to demolish and reconstruct a single family dwelling. In your letter,you explained that after the issuance of the above referenced variances, the homeowners wish to convert a proposed flat roof into a roof deck with compliant 36 inch guardrails, and to relocate the proposed outdoor shower from the side of the house to the front of the house. The reason for relocating the proposed outdoor shower is to allow for a larger bedroom window facing the side yard. The newly proposed outdoor shower will have a 9.7 foot front yard setback where the previous area variance for the attached covered front porch was granted approval for 9.6 feet setback I have reviewed your request, the copy of the Architectural Plans that you provided, and the Board's November 2, 2023 amended decision, and have determined that your requests are de minimus in nature. Please note all conditions of approval shall remain. Submit two (2) fully amended, dated, signed and sealed Architectural Plans depicting the changes, and contact our office if you have any further questions. ly, t Elie Kanes Weisman, Chairperson cc: Building Department N A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 15,2024 Southold Town Zoning Board of Appeals 54375 Route 25 Southold, N.Y.11971 Re:ZBA Grant#7835 Kathleen Walas and Thomas Sarakatsannis 750 Brooks Road Greenport, N.Y.11944 Dear Board Members, We would like to request a De Minimis review for the following proposed items which have altered since the area variance grant was issued on November 03,2023.Currently we have applied for a building permit but no construction or demolition has taken place at the property: 1) Propo Ro f�? -The original plans for the proposed rear addition had a flat roof design.The homeowners would like to propose this area as a roof deck.The height of the roof will remain the same as what was approved but will require the addition of a code compliant 36" high guardrail. Please see the enclosed plans showing the change in this area.The proposed roof deck and guardrail meet all Southold Town zoning requirements. 2) ,P pQ!ao ..Q t'�or4 _b w. .1';-The original proposed plans had the outdoor shower to the left of the home which received a side yard variance grant.The homeowners would like to relocate the shower to the front right corner of the proposed building.The reason for this is to allow for larger windows for the bedroom on the left side of the house which would not be possible if the shower were located there.The left side of the home is where we plan to locate the mechanical equipment, relocating the outdoor shower on this side is not feasible as there is not enough room. Due to the proposed window locations all around the house the front right corner of the proposed dwelling was the most feasible option for the outdoor shower.The proposed shower location has a front yard setback of 9.7'where the previous area variance grant approved a 9.6' setback for the covered porch. Please let me know if you have any questions or comments, Thankyou Brooke Epperson Design Director AMP Architecture e,jap rs,Pa. a n p sL h i to t.&,Qun a ; ➢ of fl BOARD MEMBERS Southold Town Hall Leslie Kanes Weistramt„Chairperson 5 53095 Main Road • P.O. Box 1179 *�- Southold,NY 1 1 97 1-0959 Patricia Acarnpora t E Office Location: Eric Dantes ` Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento � 54375 Main Road(at Youngs Avenue) r Southold, NY 11971 rU��, http://southoldtownny.gov ' 1 any P� ZONING BOARD OF APPEALS TOWN OF SOUTHOLD NOV " " '' Tel. (631) 765-1809 A4- Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 19,2023 ZBA FILE: #7835 (AMENDED NOVEMBER 2, 2023) NAME OF APPLICANT: Kathleen Walas and Thomas Sarakatsannis PROPERTY LOCATION: 750 Brooks Road (Adj. to Pipes Neck Creek) Greenport,NY SCTM: 1000-53-1-16 SEOIA 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 QQUN,j ADiw 11`JI" 1; r T1 E C ODE: 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 July 31, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. 1..WRP DI 1"ER.MI SW ILON: 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 recornmendation dated September•20,2023. Based upon the information provided on the 1,WRP Consistency Assessment Form submitted to this departrnent,as well as the records available, it is recontrnended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1. Foster a pattern of tlevelopinent in the Tivon of&)jethold that enhances community character, preserves open space, makes efficient use of in i'astructure, makes beneficial use of a coagal location, and minimizes adverse effects of development. The `as-built' structure in this location does not enhance community character and sets precedent for the expansion of structures in FEMA EL 7 hazard areas. The breach of the sky plane is not a result of the FEMA first-floor elevation requirement but rather a personal preference in design. It is not consistent with this policy. Policy 4. Minimize the loss of life, structures, and natural resources from flooding and erosion. A portion of the parcel and structures in located within a FEMA AE flood zone EL7. Structures in these areas should be minimized to prevent exposure to flooding and damage and loss over time. Page 2, October 19,2023, Amended November 2,2023 #7835, Walas—Sarakatsannis SCTM No. 1000-53-1-16 1. The location of tl1C new sanitary systern, although a benefit in nitrogen reduction, is located close to the waterbody. The grading plan is unclear. Do they propose to elevate the majority of the property to 6 feet? The potential that his area will flood during storm events is moderate to h1911. I recommend that the Board require a written grading plan from an engineer. Policy 6. Protect and restore 1he tar list c1n( ni ,ifiltic,,tion qf1he Toi,vn of�Southold'5 eco, y,te 2. The ecological significance of Pipes Cove is very high. Tile location of the structure closer to the wetland is unsupported. Buffer widths should be maximized to the greatest extent practicable. 3. The pool dewatering well location 31 feet to the:wetland is unsupported. Will the pool be chlorinated or will a less irripactful water type this close to the surface waters be used? 4. The drywell locations should be evaluated for function during tidal cycles and period of high groundwater. More information on the bottom elevation of the drywell and the water table should be given. With the conditions imposed in granting relief and the Installation ofa VA OW'I S Innovative / Alternative, Onsite Wastewater Treatment System that does not require retaining walls,the Board finds that the points brought forward by the LWRP coordinator will be sufficiently mitigated to be CONSISTENT with the LWRI11. PILQL)EE1 Y_E,_k- C1S_M-KRCP RQM The subject, 21,447.97 square feet(16,106 square feet buildable), .49 acre, non-conforming, fan-shaped waterfront parcel located in the R80 Zoning District measures 169.93 feet along vacant lands owned by Suffolk County, then runs in a fan-shape, 50.02 feet, 32.82 feet, 51.24 feet, 55.71 feet, 48.95 feet, 24.70 feet, and 23.62 feet along Pipes Neck Creek and returns 185.58 feet along vacant lands owned by Suffolk . improved with cone-story frame dwelling with a County. The parcel, accessed via a 50 feet wide right-of-way, i s wood deck and covered wood deck, a wood landing, an outdoor shower, a wood walkway, a handicap front door access ramp, a gravel driveway, a kayak rack and a fixed catwalk and dock as shown on the survey prepared by Kenneth M. Woychuck, Licensed Land Surveyor and dated September 8, 2021, BA " ARWC�A'LIQ -124; Article XXXVI, Section 280- SIS-QU _N: Request Variances from Article XXIII, Section 280 208A, and the Building Inspector's May 25, 2023, Amended July 7, 2023 Notice of 13isapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling with swimming pool addition-, at 1) located less,than the code required minimum fi-ont yard property line setback of 40 feet-, 2) located less than the code required minimum side yard property line setback of 15 feet; 3) the construction exceeds the permitted sky plane as defined in Article XXXVI, Section 280-4, of the Town Code-, located at: 750 Brooks Road(adj. to Pipes Neck Creek),Gy-eeirport, NY. SCTM No. 1000-53-1-1 6. P, _I II J[�QL M The applicant reCILICAS three (3) variances for the alteration and addition to a waterside single-family residence where the removal of the roof structure and other improvements creates a demolition per Town code in that the work to be performed exceeds 50,% of the value of the existing construction, Improvements include maintaining a front yard setback of 9.6 feet where a minimum of 40 feet is required and maintaining a 5 feet side yard setback where a minirnurn of 15 feet is required. Additionally, the applicant proposes to exceed the permitted sky plane in order to reconstruct the residence to meet FEMA standards. ADDITIONAL ljfQR ' ION: Prior Board relief was grant�ed on the subject property in 2000 in file #4792 granting a five (5) feet setback from the front property line facing the right-of-way access to the property for the construction ofa garage addition. Improvements on the subject property are covered by the following Certificate of Occupancy: 4Z-2860 dated October 9, 1967 covering a private one-family dwelling. #Z-10367 dated January 29, 1981 covering an addition to a dwelling.#Z-20163 dated August 23, 1991 covering the Pre-Certificate Of Occupancy d for the dwelling. #Z-25787 dated June 23, 1998 covering in update of the Pre-C of 0 to include an 8'xl 0' deck. Page 3,October 19,2023, Amended November 2,2023 #7835, Walas—Sarakatsannis SCTM No. 1000-53-1-16 #Z-27463 dated December 12, 2000 covering a garage addition and roof alteration per ZBA #4792 The applicant provided architectural drawings labeled DD-I to DID-5 prepared by Anthony M. Portillo, Registered Architect dated July 11, 2023 which include a proposed site plan, demolition plans, proposed floor plans, proposed elevations and existing elevations. Prior to the public hearing the applicant provided the Board with proposed elevations, including SKY PLANE, labeled DD-03,prepared by Anthony M. Portillo,Architect,(unstarriped)and dated September 26,2023 and a PTOJeCt Description dated June 29,2023., In order to comply with FEMA requirements,the structure needs to be raised with a first floor elevation of 10.3 feet. During the public hearing the applicant provided the Board with an existing site plan and an aerial image of the neighborhood, Illustrating lot lines and highlighting various houses and their setbacks and infringement upon the sky plane to support the applicant's project. On October 6, 2023 the applicant provided the Board with copy of a letter from the County of Suffolk, Department of Health Services 'Notice of Incomplete Application' relative to their filing of a new Innovative Alternative (I/A OWTS)Onsite Wastewater Treatment System. No member of the public or an Immediate neighbor spoke in favor of or against this application. AMENDED ADDITIONAL INFORMATION: 'Novernber 2� 2023 Originally granted on October 19, 2023. In a letter dated October 25, 2022, the applicant's representative, on behalf of his client, requested that the Board rescind Condition #3 indicating that the type of system being installed cannot meet the maximum 5% slope relating to site grading for sanitary system, leaching pools and drywells. The applicant is able to meet the 1:3 slope as allowable by the Suffolk County Department of Health Services Office. Based upon this new information, at the November 22023, Regular Meeting the Board members voted unanimously to amend Condition #3. FINDING S OF FA(`r/_REA.SON.�0R�BOA&Q_A The Zoning Board of"Appeals field a public hearing on this application oil October 5, 2023) at which time written tn and oral evidence were presented. Based upon all testimony,, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the Following facts to be true and relevant and makes the following findings: 1 , 'Town Law §267-b Grant of the variances will not produce all undesirable change in the character of the neighborhood or a detriment to nearby properties, The Brooks Road and Pipes Neck Road community is limited in development with very few homes and is surrounded by extensive lands owned by Suffolk COUnty. The subject parcel is surrounded by County lands and access to the site is via a 50 foot wide right of way with no immediate residential neighbor. While area hornes are mixed in style, shape,size,and age, it is common to find two-story, gable roofed homes. Additionally,the applicant doesn't propose to expand on the pre-existing front and side yard setbacks and proposes to maintain them as part of the site's redevelopment. 2. Town Law $267-bilg15l U2 . The benefit sought by the applicant cannot be achieved by sorne method, feasible for the applicant to pursue. other than an area variance. Given the existing structures 9.6 feet front yard setback and 5.0 feet side yard setback,,and the sensitive wetlands to the north and east, the site is heavily constrained, and any Page 4,October 19,2023, Amended November 2,2023 #7835, Walas—Sarakatsannis SCTM No. 1000-53-1-16 improvement will not meet minimum Code requirements. The applicant proposes to use the existing footprint without expansion towards either lot line or wetland. 3 Tovrn La+v '267-b lz . The variances granted herein are mathematically substantial,representing 24%relief from the code relative to a reduced front yard setback of9.6 feet where a minirnum of 40 feet is required; 66% relief from the code relative to a reduced side yard setback of 5 feet where a minimum of 15 feet is required; and 100% relief from the code relative to encroaching on the Sky Plane. Flowever,the front and side yard setbacks are existing, and the applicant doesn't propose any further encroachment but rather to maintain them as part of making the residence F1w'MA complaint. relative to the encroachment of the code permitted Sky Plan, while there is no prior SBA precedent for this proposed non-conformity,the applicant's architect explained that it is the result ofthe existing non-confirming side and front yard setbacks, which are cornmon in the subject neighborhood, and elevating the hone to make it FEMA compliant. Fur her, fie illustrated that the proposed root"gabale design is in keeping with other homes in the immediate waterfront area. 4. Tr�avr°n Lam 267_b b No evidence has been subiro'reitl ed 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 236 of the Towns Storm Water Management Code and has stated they will install a UA OW` S, Innovative / Alternative Onsite Wastewater Treatment System and will not require retaining walls and therefore will not create potentially adverse drainage problems. Further, the applicant proposes to remove a large covered porch on the seaward wetlands side of the dwelling. 5. i� vrr " 67-1�ry �'ffect and t is presumed that the applicant difficult has been self er`eated, The applicant purchas or edhe after the °o wn 'File Zoning limitations de was in oil il e use of thepar l Wider the Zoning Code in effect priory to or alt the time of purchas�,wledge of the 6, Town La", '2� 67-1:), Brant of the requested relief is the min n Um action necessary and adequate to enable the applicant to en"joy the benefit of a FEMA compliant residence with a maintained front yard setback of 9.6 feet where a minimum of40 feet is required and maintaining a. 5 feet side yard setback where a minimum of 151 feet is required and encroachment of the sky plane in order to reconstruct the residence to meet FEMA standards while 'preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. r_FSOI_�,„1:Jml"B�f l"�I OF, "I IL l QAKQ: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Acampora, and duly carried, to GRANT the Variances as applied for,and shown on the Site Plan and Architectural Drawings labeled DD-1 to DD- 5, prepared by Anthony M. Portillo,Registered Architect, last revised September 27,2023,which include demolition plans, proposed floor plans,proposed elevations and existing elevations. S BJ CT TO THE Off. I.,OWTNG CONII)IT ONS• (Amended Condition #3 on November 2,2022) 1. The applicant shall receive Town of Southold Board of Town Trustees approval for the proposed project. 2. The applicant shall install a(IiA OWTS) Innovative/Alternative Onsite Wastewater Treatment System approved by the Suffolk County Department of Ulealth Services. - twig On-Site drainage shall conform to Chapter 236, The Southold Town Storer Water Management Code. 4. Attic access is ONLY permitted via a pull-down type stair. The attic is to remain unfinished and unconditioned at all times. 5. fool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures Page 5, October 19,2023, Amended November 2,2023 #7835, Walas—Sarakatsannis SCTM No. 1000-53-1-16 6. Drywell for pool de-watering shall be installed. This approval shall not be deemed ef,�ective until the rewired conditions have been met. At the discretion of the Board of Appeals,failure to comply with the alcove conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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. IMPORTANT LIMITS ON THE,A.PPRO VALS I,G,RANTED HE,R Please Read Carawl'ull'P Arty elevi tiorr from the survey, site plan andlor architectural drawings cited in this decision, or work exceeding the scope of the reli granted herein, will result in delgvs andlor a possible denial by the Building Department of a building permit andlor the issuance of a 'top Wink Order,and may require a new application and public hearing before the Zoning Board of Appeals. trey rlevtatirrrzfronr the varitrrrcls)granted hereitr as shown on the architectural rlrcrrvirrgs,site plan andlor survey cited above, such as alterations,, en:tensiorrs, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action clods not authorize or condone any current or flcture 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. T11"vll LIMITS()N"fT11S A.l'1 I OVAT..d Pursuant to Chapter 110-14 (B)of the Code of the°I owrt of Saaratlta�ld any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy ha not been procured,ed, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) yearns frorarau the date such variance was granted. The Bayard 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. IT IS TVIV PROPERTY OWNER'S RESIN" N�SIBIILITY a0' ENSURE, 1 in a timely mannLIANCE er THE CODE � � N R��, Tl�. ,D ,fTI BA6 a DESCRIBED HERE .N. F comply r may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Acampora, Dantes, Lehnert and Planamento. This Resoluo,on was duly adopted (5-0). �.eslie Kanes Weisman, C aairperson Approved for filing / / , /2023 Amended November 2,2023 a Q RECEIVER) w - �� J N C N h Zen ng&oarG ai AN—s v �O I o cQOZo C � YN L C Nc)N� 4 O �O T 4-1 4 0 co 4-1W c _ S_ I) �, tYk7D Ds:GK :RYES I i ss ,a Bb Fi -"�_I` d.x . --JCS k, LL SARAKATSANNIS RESIDENCE E i5s T 0510 FL Y y�1`P3--u AN _--- Ma :_ _11 7S0 PIPES NECK RD _ SOUTHOLD d.ORei1 t7tlE_ '. t DEMOLIDON PLANS 'NIAL MAP _Vj k ED BY SBA I ECISION# DD-2 Ff . -- � �:.B41 @912T(Y313 20F6 : REsEt4'E 1 a aE�:i iuem � w 1 - ---� - = �� o j l zc ea a or.anvEa s€ 2m ov �� r= r,. l•- I E i 'A 5+- m 4 - a A a- <_ a , I _ Q t A i3 rt £g. • � 3��_�'°� � +-t, � . -.l .� '_ _•z 3 ;,�_--� ny--ap] i r—ate , C .-ems t--.<•. : l I - too j" a PRQFIO--�O FM-S-C FLC OR:LM PROPOSQ)EiEGONIO FLOOR PLAN I s (.1 _ !I z , � t SARAKATSANNIS RESIDENCE 750 PIPES NECK RD _i S•=- „u� a SOUfHOLD ,' S.�T..AED i --- PROPOSED FLOOR PLANE ._ Pam, i A'T, oa..s:=. ,NAL MAP--- i ,RcVIEWED BY Zf3A DD-3 DECISION# DATED t [3T� a a U ]] m FROPoSED ROnF « 20.0 5F C52bb OF}PAST PYRAMID _ - 'E N 2 xi. LFl § € L'3a. fl-4 7 ns T PYRAMID ..-" _ 'O .-O �r-�i -` '1°e€' v O C LIB FROM AV6 �_.�- L' ,w>.w DFr 90:m i M[!LAT ' 3 - i FRGM eX'siT'. � � _._�. a. x"� £� �T I AV6&FP E E%I5TIN6 � 25.'A SF(456A,OF)PA5T ID uNE FROMF�M Ez 5.5 (bid GF}PAST PYRAMID LINE FROM DFE �-¢�-� _ •' 9 FSTTs€"I I [ s k : s a 4IF:.;� PROPOSED FRONT ELPATION PROPOSED RIGHT ELEVATION 5 if ais#•�E C�,PAST I � ' i '-ZE 35(1+F 0 LLB ar)-AV6.GRADE: $P a _ � -- _ Sb5 (ISOSA GF}FROM DFE ]�PROJELT: ` € �. I[s!"'' 4L"'rs�a`4 � r r3 cs PROP.SEGONDFIN F9R 77 SARAKATSANNIS RESIDENCE WZ� SOUTHOLD D 1 — c¢ aenN FIRST, r PROPOSED ELEVATIONS I Ova MCP 2�l'` RaP05aP REAR ELEVATION ;'�v LtFtT M-EV tTFON . .. �aAeEeE.g9jaT/a3: - 40F5 ' 3; 1 `'"SAL MAP � sc firT�� REVIEWED BY ZBA IDECISION# � " DATEDt I - ( p 2r < R ECCVCL EP 2 8 2023 wx�-,Fz o 0�o±fcb 0 < Rub -0 N :3 4� b (1) m + C) Z) -E—T Hi FRONT OX-VA-11014 EX15TIN5 R16HT ELEVATION E.'T,RIDGE uA SARAKATSANNIS RESIDENCE 750 PIPES NECK RD SO mr EXISTINr,REAR ELEVATION EX15TIN5 LEFT ELEVATION DD-5 i=�r,09/27/23[ 5OF5 j�FVN-AL-MAP IREVIEWED BY ZSA -DECTSION# 0 17M-7-:5 ;BATED. Glenn Goldsmith,President" Town Hall Annex A.Nicholas Krupski,Vice President �� 'o 54375 Route 25P.O.Box 1179 Eric Sepenoski "' � Southold,New York 11971 Liz Gillooly Telephone a � (631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 4 k January 19, 2024 Anthony M. Portillo AMP Architecture PLLC 10200 Main Road, Unit 3A Mattituck, NY 11952 RE: THOMAS SARAKATSANNIS & KATHLEEN WALAS 750 BROOKS ROAD, GREENPORT SCTM#1000-53-1-16 Dear Mr. Portillo; The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 17, 2024 regarding the above matter: WHEREAS, AMP Architecture, on behalf of THOMAS SARAKATSANNIS & KATHLEEN WALAS applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 30, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements; the submission of revised plans for the proposed; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 15, 2023, December 13, 2023 and January 17, 2024, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the focal Waterfront Revitalization Program,pursuant to Chapter 258-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees APPROVE the application of TFlOMAS SARAI ATSANNIS& KATHLEEN WALAS for the demolition and removal of existing 2�1.t'x33.3' (700sq.ft.)second-floor of dwelling, 30.7'xig.9'(51 tsq.ft.)rear wood'deck and stair, 'x5 5' (4g,6sq.ft.)outdoor shower, 5.7'x7.g` (69sq.ft.)front landing, 24_ 'x7.5' (138Asq.ft.)front ramp and stair, 7.8'x9.2' (61',5sq ft.) rear stair and landing, existing septic system, and leaching Pools' construct a proposed new dwelling consisting of an elevated and renovated first floor with a V8"lift, 13.6'xt .g/ + 0.8x49.4'(1,700sq.ft.) living area and a 14.1'xl3.6' (192s .ft.) rear addition; an elevated and renovated garage with a 1'8'"lift, 13.8'x20.7' (252.2sq.ft.); a 30.7'x49,4' (1,511,5sq,.ft.) second floor; a 4'xl5.6'(73 8sq.ft.) second story balcony; a 23.3x4.2' (94.4sq.ft.) front covered porch; a 10'X14.8' (145sq.ft.) rear screen porch; 6.9'x9.5" (64sq,ft.) rear steps and landing; 8,1°x'15.5' (t47sq.ft.)rear steps and landing,. a 0.7'XI I", 4.7''x7' (I37sq.ft.), 4'deep pool;a '17.5 4% 4'x4', 5.5'x0.5, (175sq.ft.)rear patio at grade; proposed I/A septic system with grading above; proposed Cult+ec stormwater chambers; a 4'x4'pool drywell; 70 linear feet of 4' high pool enclosure fencing; proposed 5'x5' (25sq.ft.)outdoor shower„ "x8' (24s%ft.) pool equipment shed; install a new venerator; wall mounted A/C units above flood elevation; reconfigure existing driveway to a 742sq.ft. gravel driveway; approximately 3,678 cubic feet of earth to be excavated for proposed improvements and all 3,678 cubic feet to remain at site for backfill; 3 ,295 cubic feet of fill will be needed total; and to establish and perpetually maintain a 30'wide non-turf buffer area planted with native, non-ferkili :er dependent vegetation along the landward edge of the wetlands with a 4'wide access path to the catwalk; with the condition that all work related to this permit is contained within the path t applicants'property;, and as depicted on the site plan prepared Anthony Portillo, R.A., received on January 3, 2024, and stamped approved on January 17, 2024. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Glenn Goldsmith President, Board of Trustees GG/dd '�v,;' w " �n wnM mir7'm I r, �r %;wW�',,""@^N �� ';°? srLw, �f�,, � ��. Y "m�?,u✓ r„r„ �� d@,y,Wµ�",iro� W� '��' ,r" '"��, ,� '1,(�l�rG � / °",;'�,'��1Y.. @wN„V,�,�W.,. � ;4�hy„�I,R'w� � ,��m:"�;a ,.i.. W," µ s m Y 4 " �y v - �p r � r , ri xr,Mr;;< ✓ v W,, Iraq .I �t r'"»ti 4fllJ�„„odr E ", rr rq, l:, Sy,�,�p6n x',"�`,kr r✓. ti ,1'm w,"„M % I'„,. 6• „� I�" µr, oil �r. .dl�"�' !� w"�«� ✓/vow � as wwr°��" !�l� � �� ,�Jam �a.tu I/M 1,p BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK �`J"Al I ,i r ". PERMIT NO. 10526 DATE: JANUARY 17,2024 ISSUED TO: THOMAS SARAKATSANNIS&KATHLEEN WALAS t� W � PROPERTY ADDRESS: 750 BROOKS ROAD,GREENPORT p`r SCTM#1000-53-1-16 '" t AUTHORIZATION ' `w r 4r J15 Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 17,2024,and , i in consideration of application fee in the sum of$1250.00 paid by Thomas Saraka gnni5 _Kathleen Walas and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees r @ authorizes and permits the following: w Wetland Permit for the demolition and removal of existing 21.1103.3'(700sq.ft.)second-floor of dwelling, + 30.71x19.9' 611s fL rear wood deck and stair,9'x5.5' 49.6s ft. outdoor shower,8.71x7.9' 69s ft. front landing, 24.31x7.5'(138.4sq.fL)front ramp and stair,7.81x9.2'(61.6sq.fL)rear stair and landing,existing septic system,and , leaching pools;construct a proposed new dwelling consisting of an elevated and renovated first floor with a 1'8"lift, X 11 13.69x13.9'+30.8'x49.4'(1,700sq.fL)living area and a 14.1'x13.6'(192sq.ft.)rear addition;an elevated and r w renovated garage with a 1'8"lift,13.8'x20.7'(282.2sq.ft.);a 30.7'x49.4'(1,511.6sq.ft.)second floor;a 4'x18.6' � F , (73.8sq.ft.)second story balcony;a 23.3'x4.2'(94.4sq.fL)front covered porch;a 10'X14.8'(146sq.fL)rear screen I V porch;6.9'x9.5'(64sq.fL)rear steps and landing;8Xx18.5'(147sq.ft.)rear steps and landing;a 9.7'X11',4.7'x7' a�Y r (137sq.fL),4'deep pool;a 17.5'x5',4'x4',5.5'x9.5'(175sq.ft.)rear patio at grade;proposed I/A septic system with 1 grading above;proposed Cultec stormwater chambers;a-4'x4'pool dry-Well;70 linear feet of 4'high pool enclosure fencing;proposed 5'x5'(25sq.ft)outdoor shower;3'x8'(24sq.fL)pool equipment shed; install a new generator;wall f w' r V mounted A/C units above flood elevation;reconfigure existing driveway to a 742sq.fL gravel driveway; d approximately 3,678 cubic feet of earth to be excavated for proposed improvements and all 3,678 cubic feet to ' �w remain at site for backfill;33,216 cubic feet of fill will be needed total;and to establish and perpetually maintain a 4,° J° 30'wide non-turf buffer area planted with native,non-fertilizer dependent vegetation along the landward edge of �I the wetlands with a 4'wide access path to the catwalk;with the condition that all work related to this permit is �r rl i"f 13 ' contained within the applicants'property;and as depicted on the site plan prepared Anthony Portillo,R.A.,received yk on January 3,2024,and stamped approved on January 17,2024. w@ ye° y IN WITNESS W IEREOF,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 day and year first above written. 04, FIN x l i ,rs r q IIrIW1; r J f J f 1' ru��@� tiaab^�,;; Wn r r `&� "ar„m, �� •1-. ,emu r,,,�;-:,�8rc"' )IIIY". r u�,/,'' `@ !4 ,J��f ';:4'"""" I'rwN' :�'�+`k$'<' l;a ///a✓ nJNm�@„:y1« Vim, n "@II „Y"Y ar � ,.ny k�;' ,d+r %J1j�"ry B';, � �,y r �;; �'M "�'Y'°:,�'� D, wM.'. ,✓•" "'ixw�� ,,: � y( �!@i�@.«".`�ro p"r °qx, `"aYF� y' arxb >7d4'" I" ��(�V;d�� dV�,»,� �'il Gr°k"��yt �ry ,klr�' p",..,; �wui@ .° �''"�.w.wr„ „r�� r.„x-�: '✓nw��dr ,;,,'. �"'.`rr� urv'^�� ny!F... ,,�.„, "*,�� m.,.'""� �b�a„„ "wrd@��rw J,�' ✓„N �'� �'�✓e��,�p ''.:yf'°'>' N NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Clrcle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.ny.gov May 21, 2024 Thomas Sarakatsannis 750 Pipes Neck Road Greenport, NY 11944 Re: Permit ID 1-4738-02183/00007 Sarakatsannis Property 750 Pipes Neck Road Greenport SCTM # 1000-53-1-16 Expiration Date: 5/20/2029 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather, and a Notice of Commencement/Completion of Construction form. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Sincerely, a"wl Environmental Analyst Distribution List: AMP Architecture BMHP File 2 RK Department of py Environmental Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-02183 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: THOMAS SARAKATSANNIS SARAKATSANNIS PROPERTY 750 Pipes Neck Rd 750 PIPES NECK RDISCTM#1000-53-1-16 Greenport,NY 11944 GREENPORT,NY 11944 (212)984-4001 KATHLEEN WALAS 750 PIPES NECK RD GREENPORT,NY 11944 Facility Application Contact: AMP ARCHITECTURE, PLLC PO BOX 152 MATTITUCK,NY 11952 (631) 603-9092 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 719.368 NYTM-N: 4551.874 Latitude: 41°05'18.8" Longitude: 72°23'17.7" Project Location: Adjacent to Pipes Neck Creek Authorized Activity: Elevate,renovate, and-construct additions onto the existing single family dwelling. Renovate the garage and construct porches, landings, stairs,patio, in-ground pool, outdoor shower, generator,drywell,retaining walls, stormwater drainage system,pervious gravel driveway and parking space,fencing, I/A OWTS, and pervious path through buffer. All work shall be done in strict conformance with the plans by AMP Architecture dated 05/06/24(4 pages), and CES (1 page), and all stamped NYSDEC Approved on 5/21/2024. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-02183/00007 New Permit Effective Date: 5/21/2024 Expiration Date: 5/20/2029 Page I of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02183 ..... NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SHERRI L AICHER, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony rook,NY 117 -340 tt�� Authorized Signature: Dateb / 24 / Distribution List AMP ARCHITECTURE, PLLC Marine Habitat Protection Environmental Permits L..... ...... ................ Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS -7-1 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the pen-nit application. Such approved plans were prepared by AMP Architecture dated 05/06/24 (4 pages), and CES (1 page), and all stamped NYSDEC Approved on 5/21/2024. Page 2 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02183 4. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this pen-nit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 Attn: Compliance 5. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 7. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 8. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 34 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 9. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located as per the plans stamped NYSDEC Approved on 5/21/2024. lo. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 11. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 12. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 13. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department 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 that model. The list of I/A OWTS systems which have received approval by SCDHS are found on website- https://reclaimourwater.info/ Page 3 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02183 14. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The pennittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 15. Clean Fill Only All fill shall consist of clean sand, gravel, or soil(not asphalt, slag, flyash,broken concrete or demolition debris). 16. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 17. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 18. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 19. Long-term Plant Survival A permanent vegetated buffer zone planted with native salt tolerant vegetation shall be established as per the plans stamped NYSDEC Approved on 5/21/2024, and the permittee shall ensure a minimum of 85%survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection. 20. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 21. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 22. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 23. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project 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/or protected buffer areas. 24. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 4 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02183 25. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 26. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 27. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the pennittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 a w NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02183 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terns or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Pennits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02183 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS .... _ ................ Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 7 of 7 C�J( Generated by REScheck-Web Software Compliance Certificate Project 750 Brooks Rd Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 225 deg. from North Conditioned Floor Area: 3,202 ft2 Glazing Area 40% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent Designer/Contractor: 750 Brooks Rd Southold, NY 11944 MEMO= Compliance: 5.4%Better Than Code Maximum UA: 592 Your UA: 560 Maximum SHGC: 0.40 Your SHGC: 0.40 The e Better or Wore Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-rode home, Siad-on girade tradeoffs are no ionger considered in the UA or peirfornnanc:e c onrtiiaUeance path in RFScllneclk, Each „ialu-o n..grade assemblly in the specified ch mlate zone mu.ust meet tare rniunimu.urvn energy code insu Illation R-mrai ue and depth req. ..uiiireme^ruts. Enve]Qpe Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,755 49.0 0.0 0.026 0.026 46 46 Front Walls: Wood Frame, 16" o.c. 853 21.0 0.0 0.057 0.060 26 27 Orientation: Front Windows-Front: Wood Frame SHGC: 0.40 201 0,320 0.320 64 64 Orientation: Front Windows-Front: Wood Frame SHGC: 0.40 201 0.320 0,320 64 64 Orientation: Front Rear Walls: Wood Frame, 16" D.C. 853 21.0 0.0 0.057 D.060 25 27 Orientation: Back Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Orientation: Back Project Title: 750 Brooks Rd R eport date: 08/05/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Windows-Back: Wood Frame SHGC: 0.40 390 0.320 0.320 125 125 Orientation: Back Left Walls: Wood Frame, 16" o.c. 533 21.0 0.0 0.057 0.060 26 28 Orientation: Left side Windows-Left: Wood Frame SHGC: 0.40 74 0.320 0.320 24 24 Orientation: Left side Right Walls: Wood Frame, 16" o.c. 533 21.0 0.0 0.057 0.060 16 17 Orientation: Right side Windows-Right: Wood Frame SHGC: 0.40 255 0.320 0.320 82 82 Orientation: Right side Floor: All-Wood Joist/Truss 1,755 30.0 0.0 0.033 0.047 58 82 Compliance Statement: The proposed building design described here is eM with the building plans, specifications, and other calculations submitted with the permit application.The proposed bu designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda 'stab in the REScheck Inspection Checklist. Matthew Wynne ' 5-AUG-2024 Name-Title S" Date F N ..... Project Title: 750 Brooks R. ............... ......... .......... ...._. .... ._......... _..... ............. Report da ....... . e: 08/05/24 Data filename: Page 2 of 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT 9i" fit° Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold, NY 1 1971-0959 14*r "' Telephone (631) 765-1802 9ttl� sa�'rw .s��tNa9t1t: p �t �w Floodplain Development Permit Application ___. FIRM Panel..-... __._..— _ .. SCTM # 1000 .._........._.... PROPERTY INFORMATION:] "I Flood Zone:AE el.-7�� 360813 53-01-16 Address:750 Brooks Road City:Greenport zip: 11944 CONTACT P AMP Architecture LLLL N ......- PERSON: ....- �� Phone# 631 603-9092 Name Pho _ __._ .... _. .._. .... Mailing Address:PO Box 152, Mattituck, N.Y. 11952 . ... ......_.. PROJECT DESCRIPTION. �Reconstruction of existing dwelling SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALLTHAT APPLY ) ..,,.-._...._w._...�.,-,._�. .... ..TYPe of Stnicture_�.... _._.._.._�_.....�F. ......_ �.....� Type of Structural Activity R Residential (l to 4 families) ❑New structure ❑ Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use Replacement of existing structure ❑ Non-residential ❑ Relocation Of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ❑ Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park - � � -� _-- . - SECTION B:OTHER DEVELOPMENT ��(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving FL— Placement of fill material R Drainage improvement (including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of m knowledge the � ....m_,_....� p fy ..._ _. . y g information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any II work must cease until permit is re-issued.Development shall not be used or occupied false statements are made herein. If revoked, a p p until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By (print name):AMP Architecture Signature of Applicant. Date: e? 2� 14*11 ...r... ... ...... i r. r J �W. w, 1 - f \ I W. WW R m..II Y ^ir - } �h 1 - _ m. e r m M py a .I e» r _ — �`_ 77, r • I -— __ : = _ -F Q �I s fl , r F -._ . ,,, _, .. - _ •a-1 t mm� Q tt =pro c � E ,F apx n 11 t — im, I rr 1 , FF r _o cc r y FE M1 r — —Fr , µg .,. \m� w I ro , h . PROJECT: r u ro r� :n �:. _ SAR NIS �� It uvrl , c r' - _.. .• ' _ . AKAT c,. . SEPTIC mm . , —_ IPES - 75 SOU HOLDKR DRAWING TITLE: _ NOTES rs SITE INFORMATION � r SITE PLAN tt -`i-• r_,::�r /^,.,.., ......... �c --_ _ �I�I AGE. m r 1.00 �_...-_ S P-10 [ SIJI FOLK C OUN iv DEF'ArzrMENT Or PiEAL:TH SERWcrs — - rm. r P'I:::ps m i T F:oR AAppROVAI_0r C:,0NSTRIJCIION FoR A m _ DATE O5/O6/2d INGI R IL:Annll_v RI SSOHINC1- 4 NI...V 71 _;� ro AT E. E�6124 H 5 FRF I. No R 2 L776 �:....,. ...�....... .,,.�....- .rW '- ywy'I :r F7GF dRL`, YVf IRIL'JGAP f V C)YV7 DAJE OF APPROVAI OF we LOGATION MAr SITE PLAN HATCH KEY: PROP. BUILDING ADDITION REQ. WETLANDS BUFFER ® PROP. ACCE55ORY STRJGTURE EXIST. WETLAND5 a BUFFER 0 PROP. 2ND STORY LLJ Lu co _ 543_22'O'1"E _ 50.02' LINE OF MEAN HIGH J SITE LAYOUT NOTES: ° WATER (EL.=1.0') c t cu I. TH15 15 AN ARCHITECT'S SITE PLAN 4 IS � �8\ SUBJECT TO VERIFICATION BY A LICENSED 1 a 5Uf?VEYOR. THE INFORMATION O EXIST. TREES TO O 3 - REPRESENTED ON THIS SITE PLAN IS TO THE O REMAIN (TYPJ I I � �?8 - ARGHITEGT'5 BEST OF KNOWLEDGE. O _ _ _ 2. SURVEY INFORMATION WAS OBTAINED �I _ _ - `So FROM A SURVEY DATED SEPTENIBER 8, 2' ♦�° O cu CV O Rio c>3 V '�t 2021 AND PREPARED BY: a _ \s ` PIER LINE X N KENNETH M WOYCHUK 1 - ♦ m C4 N.Y. STATE LAND SURVEYOR 1 SUBJGT Pfi�Ofi ARTY #050882 ` a LIG. ;�; N Ocu P.O. BOX 153 ° .0 : a:` :�; ';:; ♦ p ".�.�.".."" Q d O AQUEBOGUE, NY IIC151 d ;j;;' ;,: : : : M. ;'- :- ' ; . ;. (631) 2CI8-1588 LIMIT OF MODERATE 'I s' HAVE _ VE AC TION TI ON B O U ND A R A!'µ i UR E OF PRO F C 1 W CONTOUR LINE i i AD G i i A G• EW GR IN .'�'.'.GR DIN N C P O EXCEED I.3 SLOPE S SHALL NOT .. .$; N i U . _ 1 _ EXIST. TREES TO �AOE < � • LOCA71 ON MAC' • - -_� d REMAIN (TYFd a . . . . FENCE WITH SELF SCALE: NTS i I uN :�.•.•,'.•. PROPOSED 4' HIGH CLOSING SELF LATCHING GATE PROJECT LOCATION & SCOPE ��j .� FLOOD ZONE A= P - - - / C-OO I .00 O E 0 PROPOSED ROOF PLAN U c SITE PLAN aq '�'�''•' & ZONING DATA i-- FLOOD ZONE X gCP` w \ ;�;.;.;.;.;. •- (5HAD;=D) --I_ O 0 SETBACK FROM 1�ErLANDS ° `' 1 C�®OO2 .00 GENERAL NOTES A-20 1 .00 PROPOSED EXTERIOR ELEV ATIONSam / (DEC JURI5DIGTION�L.INE) _�m g0 \ �" ENERGY TABLE Q / 15 8' _ - INCREASING EXISTING NON,TURF STRUCTURAL DESIGN CHARTS _ _ _ _ _ - o - - - BUFFER BY APPROX. 10-O OF 10.0' PROP. .'. ..: NON-TURF BUFFER PLANTED WITH (5-005.00 HOLDOWN ANCHOR BOLT, -202 .00 PROPOSED EXTERIOR ELEVATIONS z EXIST •;•;•, , , NATIVE NON-FERTILIZER DEPENDENT I SCREENED PROP. POOL ;•i•,•,•,+l,+, z RAISED\ ' VECETA710N. STRAPPING, & NAILING DETAILS PORCH w/ . : .:w•.•.•.•.•. � 1 N PROP. POOL EQUIPMENT TO BE STONE ':'. . , �, PLACED WITHIN SHED LIKE I OPEN FOUND. p -A PATIO TO ''';',:,. FASTENING SCHEDULE � . STRUCTURE 4 ABOVE DFE 15.6' 12. '� PROP. REMAIN 100' SETBACK FROM WETLAND5 _ PATIO (TRUSTEES JURISDICTION LINE) EXISTING NON-TURF BUFFER C5-004.00 FRAMING GRAPHICS �-�j01 ,O0 BUILDING SECTIONS PROP. PROP. ;:>...;.''',; 10� BEAM CONNECTION PATTERNS WINDOW AND DOOR SCHED. - MODIFICATION ADDITIO PROP. LANDING �=�.=�;,' 3'� FIREBLOCKING DETAILS I I4.7 EXIST, ABOVE-GROUND L.P. GAS TANKS - - �� 6 1 -0Orj ,00 EROSION CONTROL PLAN _�jO2 .0® LOT 34 RIGHT OF WAY 5.2' LEVATED 4 FRONr BUILDING SECTIONS MODIFIED 2-STORYN SE75ACK %` ' ' +'' ' DEMOLITION SITE PLAN WINDOW AND DOOR SCHED. WD. FR. DWELLINGx:•:•:';':':•;'J':'; : . 4 BEDROOMS) ` EXISTINO ELEVATE\ W/ CLOSED GENERATOR � I-STRY. WD. FOUNDATION ""'' ' . + . \' 's FR. GARAGE ---� j' v! �t- O 1 ,0O PROPOSED DEMOLITION PLANS ,�-L�.Q 1 ,00 DESIGN DETAILS i \PROP. F.F. EL.=10.5\ ; 24. LAND N/F OF COUNTY 6 G' ,; /% ;;;;:., S3 TO PROP. (2) A lu PROP. SLAB- OF 33 OF SUFFOLK I =5 F VACANT uNlrs ; A L{-O2 ,QQ DESIGN DETAILS o I (150) r' �S \ - � u� '5.2'• �• PROP. , 1 �' ' ,; ♦o A- 02 ,00 PROPOSED FOUNDATION PLAN DESIGN DETAILS `r COVERED .00 I z EXIST. UTILITY P L�BURIED E EG. .-�- - .• F - 8 EX L L PROP�SED G L ` -S BURIED WI s 4 / ' PROPOSED STRUCTURAL PLANS WIRES; ABANDONRE iy DRIVEVIAY -142 F. PRO�DE NEW OVERHEAD WIRES / - - - N44°45�00"w - - - '�- - - I85.5gI PROPOSED FIRST FLOOR PLAN z EXIST. WATER I� - I O�J .00 �J- I O2 .00 PROPOSED STRUCTURAL PLANS METER 4 WATER i HOLE ° SUPPLY LINE ,� PROF. GRAVEL Exlsr. , ° o d 4 /1 �2 , cj- 1 Q�j,OO PROPOSED STRUCTURAL PLANS 0 pO PARKING SPACE EL.=S cl O �i ry (SECOND SPACE IN I Sy0Q\ - � lU LOT 32 i , - ' GARAGE) -' ` �2� RELOCATED 13 �, - 404�\ F� KAYAK RACK I �\ A_ 04.00 PROPOSED SECOND FLOOR PLAN �j- 1 Q�,OO PROPOSED STRUCTURAL PLANS � 0 RIGHT OF WAY \ w O i PROP. 4'X4' OUTDOOR 6' EXIST. KAYAK \ SHOWER OPEN TO ABOVE; -'\ EXIST. TREES TO DRAIN TO STORMWATER i RACK \ CJ- I OJ .00 PROPOSED STRUCTURAL PLANS o z REMAIN (7YP.) _ CHAMBERS PROPOSED ATTIC PLAN PROJECT: �- 01 ,0O PLUMBING RISER DIAGRAMS 6 LOT 55 GAS RISER DIAGRAM TIDAL WIETLAND BOUNDARY AS 8' DELINEATED BY EN-CONSULTANTS SARAKATSAN N IS 'b(Oj LAND N/F OF COUNTY OF SUF OLK 6 ON APRIL 6, 2021 VACANT RECONSTRUCTION _ - - - (1001) PROJECT / ZONING DATA / \ O TAX MAP # 1000-53-I-16 ' fR0�E�7 �A7A 750 BROOKS RD ZONING DISTRICT R-80 NC, DRAINAGE SYSTEM CALCULATIONS: yNy- AREA OF IMPERVIOUS ROOF COVERAGE = 2,607 S.F SOUTHOLD, 11944 Ul 2,607 S.F. x 2" RAINFALL EVENT = 454.5 G.F. 5TORA5E REQ.'D LOT AREA 0.5 ACRES POOL DRAINAGE REQ.'D = 5% x C14 S.F. x 4 FT. (AVG. DEPTH) = le5b G.F. GofO - SINGLE FAMILY #Z2860; OCTOBER la6"7 100� 8 TOTAL STORAGE VOLUME REQ.'D = 455.5 G.F. DWELLING DRAWING TITLE: LOT COVERAGE -0 / CONTACTOR IOOHD 5TORMWATER CHAMBERS PROVIDE 25.81 G.F./UNIT 5TORAGE GofO - ADDITION TO DWELLING #Z1036'7; JANUARY Ig811 PROJECT LOCATION & SCOPE DWELLING w/ (16) CONTACTOR IOOHD UNITS PROPOSED: 46OA(b G.F. STORAGE PROVIDED CofO - GARAGE ADDITION 4 s SOUTHOLD TOWN CODE 280-4 280-124 SITE PLAN & ZONING DATA � PUBLIC WATER ROOF ALTERATION TO #Z27463; DEGEMBER 2000 (501) DWELLING DRAINAGE SYSTEM INSTALLATION NOTES: 90 LOT 50' RIGHT OF WAY / • A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN STORMWATER DESCRIPTION (FOOTPRINT) AREA COVERAGE CofO - DECK ADDITION #Z25"187; JUNE IgaB \ CHAMBERS/DRYWELLS 4 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, AND THE TOTAL LOT AREA 21,447.a7 S.F. VARIANCE APPROVAL GRANT #7835; 10/23/23 PAGE: EDGE OF ALL FOUNDATION WALLS BUILDABLE LOT AREA 16,115.8 S.F. 75.190 00 A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN STORMWATER MODIFIED DWELLING 1,64Q.5 S.F. 10.295 FEMA FLOOD ZONE AE (EL.=?') AND X GHAMBER5/DRYWELL5 4 PROPERTY LINES • 5TORMWATER/DRYWELL5 CHAMBERS SHALL BE INSTALLED 24" MINIMUM MODIFIED GARAGE 271A S.F. 1.790 G-00J. 00 ABOVE THE HIGHEST EXPECTED GROUNDWATER ELEVATION. WETLANDS DISTRICT PERMIT #10526; JAN. 17, 2024 CONNECT ALL GUTTER LEADERS TO NEAREST STORMWATER CHAMBERS. PROP. REAR LANDIN65 AND STEPS 113.8 S.F. 0.790 \ PROP. COVERED FRONT PORCH Q7.3 S.F. 0.690 DFC, DISTRICT 1-4738-02183/00007 PROP. SCREENED PORCH 157.0 S.F. OA% DATE: 10 SUPFOLK COUNTY HD APPROVAL R-23-0776 4 BED. /17/24 1 OF 24 \ PROPOSED FIRST FLOOR ADDITION 1715 S.F. 1.1% \ PROPOSED POOL 4 PATIO 327.0 S.F. 2.0% \i4 ZONING REOULATION5 MAIN BUILDING TOTAL AREA OF ALL STRUCTURES 2440.5 S.F. 15.190 EXISTING EXISTING s HABITABLE GR055 \ �o SOUTHOLD TOWN CODE 280-124 MAXIMUM LOT COVERAGE ALLOWED (OF BUILDABLE LOT AREA): 209b SPACE AREA p FIRST FLOOR AREA 1,451.4 S.F. 1,8g8.2 S.F. CODE EXIST. PROPOSED COMPLIES SECOND FLOOR AREA 605.0 S.F. 648.4 S.F. 2 MIN. FRONT YARD 40.0' l5b, a.b' NO SOUTHOLD TOWN CODE 280-207 A I �- � ��) AREA TOTALS 2034.4 S.F. 2,546.E S.F. � ,. . : ,-•:. MIN. SIDE YARD 15.0' 5.2' 5.2' NO LOT 51ZE / AREA IN 21,447.q S.F. 1,447.�i S.F. ALLOWABLE TOTAL PROPOSED PROPOSED 3 O EXCESS OF 20,000 GFA GFA HABITABLE GROSS S) MIN. COMBINED SPACE AREA r15 0 55.0 80.4 80.4 YES (0) LOTS CONTAINING UP 4,550 S.F. Al O O SIDE YARDS FIRST FLOOR AREA 1,725.5 S.F. 2,104.5 S.F. _ TO 30 000 S.F. MAX. 50 0 MIN. REAR YARD 50.0' 111.01 IOO.�t' YES ALLOWABLE S.F. / FL US PLAN 10% OF EXCESS LOT AREA 5,550.0 S.F. 144.5 S.F. 5AC14.5 S.F. 348E S.F. SECOND FLOOR AREA 1,28a.2 S.F. 1,381.2 S.F. FROFOJGG M� 51 TE PLA `t MAXIMUM HEIGHT 55.0' 25.3' 31.7' YES OVER 20,000 AREA TOTALS 3018 S.F. 348E 'S.F. CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY _ I. ALL LUMBER SHALL BE DOU&LAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF TH15 5TANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW /� �a � /I �I O}� T IS THE CONTRACTORS RESPONSIBILITY F ITHI r_.,AT l ONE,TION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTORS IN SUCH A MANNER TO l'i 5 Y I�4 PRESCRIBED HEREIN. WHEN IT CAN BE 514OWN, AND THE AUTHORITY HAVING A55URE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN 8 JURISDICTION FINDS BY EXPERIENCE, MODELING, OR T'E5TIN& BY AN APPROVED BD. BOARD IN5UL. INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSISILITf TO READ ALL MIN. FOUNDATION EXPOSURE. A&ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL NOTES,SPECIFICATIONS,AND DE FAMILIARIZED WITH THE PLANS PRIOR TO WORK GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BFE BASE FLOOD ELEVATION INT. INTERIOR �" 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REOUIREMENT5 OF THIS DOCUMENT 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. Q PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" 15 (THIS DOCUMENT 15 To MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BLDG. BUILDING K KIPS (1000 L55) 0 GENERAL NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND TH15 P5 FORMAT, AS 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS Lu I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE AS A DERIVED WORK). OTHERWISE NOTED APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURER'S SPEGIFIGATIONS 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR EQUAL. J C6 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. B.O. BOTTOM OF [MAX. � MAXIMUM 1 m ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, Q �, N ROOFS, AND WALL5. PREFABRICATED WOOD TRUSSES, &YP5UM, HARDBOARD, AND STRUCTURAL 6. No BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS SOT. -� BOTTOM MECH. � MEGHANIGAL M C STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING UNTIL 1=1 TIER OF FRAMING 15 IN PLACE. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, RULES SPECIFIED IN 1.1 THROUGH 1.8. B.O.W. BOTTOM OF WALL MIN. MINIMUM O T_ 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES U.O.N. -7. FOOTIN05 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN&B. '- 0 AND AUTHORITIES HAVING JURISDICTION. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, = >: Q0 -f. ALL BEAMS, GIRDERS, ETC. To HAVE MIN. OF 3-1/2 BEARING INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED 8. ALL OPENIN05 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 L V_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION A&ENCY SOLID WITH CONCRETE. _- O ,C � 0 OF THE owNER/BUILDER COL. COLUMN NYG BG NEW PORK CITY BUILDING CODE 8. MIN. HEADER TO BE (2) 2"xlo" UNLE55 OTHERWISE NOTED. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE -1 a AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. - - 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS q, ALL WOOD BILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR GOUT. CONTINUOUS O.G. ON CENTER C x N SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDIN& INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 O +,_, i WITH THE WORK. 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE ON REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. DAYS OF 4,000 F.B.I., U.O.N. DBL. DOUBLE OCC. �GUPANCY O O - � PAGE G-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND ROOF '� I 0 m 4-1 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG s N O cu UNLESS APPROVED BY THE ARCHITECT/EN&INEER• ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN APPLICABLE. THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER Q 0 r2 0 TIMBERS. 'I DIM. DIMENSION PBFEPRELIMINARY BASE FLOOD ELEVATION � '- '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. BEFORE THE START OF FRAMING NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED I D.J. DECK JOISTS P. GONG. POURED CONCRETE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR STANDARD SPECIFICATION FOR ESTABLISHIN& AND MONITORING (1) WALL TIE PER (3) 50. FT. EA. EACH PL. PLATE n , q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE APPROVED EQUAL. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, TH15 ELEV. ELEVATION PLYWD. PLYWOOD �"' DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEISHT5 AND AT UNSUPPORTED REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. L- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, EDGE BEAMS OF EXTERIOR 5HEATHIN6. EVALUATION REPORT. EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U._. APPROVAL 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 1.4. 5TRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES FROM FOOTING TO 2" ABOVE FINISH GRADE. EXIST. EXISTING REQ'D REQUIRED 11. THESE SET R DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA EXCEED 8'-O" AND AT EVERY 8'-O". USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF 4� -0 AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT l^RI I IEN ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 16. NO CONCRETE OR MA50NRY WORK 15 To BE PERFORMED IN TEMPERATURES OF 40OF AND EXT. EXTERIOR Ri RISER - `J PERMISSION FROM THE ARCHITECT. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE FALLING, UNLE55 APPROVED BY ARCH ITECT/EN&INEER. NO CONCRETE SHALL BE PLACED ON U 6-004. &OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FROZEN SURFACES. F.A.I. FRESH AIR INTAKE RM. I�ROOM - 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. - - ------ n1 RESPONSIBLE FOR DF-51ON INTENT ONLY. I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. I"f. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ ENGINEER. FAR FLOOR AREA RATIO R.R. �OOF RAFTER W 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NG PREFABRICATED STL. STEEL -�--� �-�--J 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 11. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PA&E5 0-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER F.A.V. FRESH AIR VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS APPLICABLE. TIMES. AT THE COMPLETION OF WORK, THE: CONTRACTOR SHALL REMOVE ALL I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER GORE. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK GENERALLY, SEPARATE DOUBLE J015T THE THIGKNE55 OF WALL ABOVE. SUB CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, Iq. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BE A MIN. 10" DEEP - + FLOOR SHALL NEVER EXCEED A 16" SPAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. PROJECTING b" ON EACH 51ME OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED BARS FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED - 1 BROOM GLEAN. CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE r , 15. THE CONTRACTOR SHALL CARRY WORK,MAN'S COMPENSATION AND GENERAL Ici. AT ROUGH OPENIN&5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL REINFORCIN&. F.J. FLOOR J015TS TEMP OL. TEMPERED GLASS `.J c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES PER PAGE 67-003. MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM WALLBOARD, ASTM G37 SPECIFICATION FOR GYPSUM LATH, OR ASTM G-Ici 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN 50LIM FOUND. FOUNDATION THK. THICK AND ORDINANCES. �� „ 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 8 DEEP 8 3-O BELOW GRADE. 16. THE CONTRACTOR SHOULD FULLY &UAF:ANTEE HI5 WORK AND THE WORK OF ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FRGE FLOOD RESISTANT CON57RUCTION ELEVATION f T.O.W. TOP OF WALL Q r^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER METAL 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL 6LA55 WINDOWS AND DOORS - v COMPLETION OF PROJECT. BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD MEET THE PROVISIONS OF AN51/AHA A135.4 BA51C HARDBOARD OF I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. �R• FRAME Tr TREAD n 1 ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ANSI/AHA AL35.6 HARDBOARD SIDING. VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE FRPR. FIREPROOF TYP. TYPICAL Q ARCHITECT/EN&INEER, AND THEIR A&ENTB AND EMPLOYEES FROM AND MANUFACTURER SUCH AS: HANGERS, NAILS, 50REWS, FLASHING, ANCHOR BOLTS, 1.5 STRUCTURAL PANELS: PROVIDED. AGAINST ALL CLAIMS, DAMAGES, L05SES AND EXPENSES, INGLUDIN6 ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, FTC. FOOTING LU.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED WITHIN IS" OF - THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LA55, UNLESS OTHERWISE NOTED. GYP. BD. GYPSUM BOARD I VERT. VERTICAL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,D DISEASE OR DEATH E TO 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK A. WEYERHAEUSER TRUE, J015T 2.OE MICROLLAM LVL INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S H.D. HOLD DOWN V.I.F. VERIFY IN FIELD I ITSELF INGLUDINE THE LOBS OR USE ISLE TINE THEREFROM), iB) IS CAUSED K B. OEORC71A PACIFIC 2.OE 6-P LAM LVL PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR SPECIFICATIONS. WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ). THE P5L (PARALLEL STRAND LUMBER) DENOTES: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR HEADER w/ WITH A. WEYERHAEUSER T'RU5 J015T 2.2E PARALLAM P51_ EVALUATION REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ALL TO BE INSTALLED AS PER MANU. 5PEG.'s CONSTRUCTION CODE. HNGR HANGER WD. WOOD EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 1.5.2. ORIENTED-STRAND BOARD (050), WAFERBOAR:D ORIENTED-STRAND BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 22. I-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD FRAMING BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR ANY OTHER TYPE HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GODS, AND ANY THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S CODE PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK, BLOCK•-WORK, FRAMING, NAILING,PLACING EVALUATION REPORT. STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT APPLICABLE CODE EVALUATION REPORTS. HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I N S U L_A 7 I ON II� � F E� II�E 5 7 A 7 I ON E O U I D�,-I E N 75 TO BE SURE THEY ARE IN ACCORDANCE VdITH THE DRAWINGS, SPECIFICATIONS BE APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 5. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 SHOULD BE THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER APPLICATIONS SHALL CONFORM To ANSI A205.1 AND ANY GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. AND 510EGIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE � AUTHORIZATION OF THE ARCHITECT/ENGINEER. PROPOSED DES I C N CODE PRESGRI PTI VE VALUE ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED IN DIAMETER EVALUATION REPORT. q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL MANUFACTURER, IT 15 THE RE51-ON51BIL17Y OF THE CONTRACTOR TO VERIFY THAT THE Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS GOMi�ONENT � VALUE G I T,4T1 ON (PER 2020 NYSEGGG)NEEDED, UNLESS O .8. GOMfi LIES OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 14. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW � PERTAINING ARE BE FIELD VERIFIED. SHALL MEET THE PROVISIONS OF AN51/AHA AI114.1 CELLULOSIC SPECIFIED. THE GHARAGTERISTICS ARE AS FOLLOW5, BUT NOT LIMITED TO: DE516N PRESSURE, 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE FIBERBOARD OR A5TM 0209, STANDARD SPECIFICATION FOR ROUGH OPENING, U-FACTOR, L&HT AREA, VENT AREA, AND EGRESS REQUIREMENTS. 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EX15TINO WORK ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD CELLUL0510 FIBER INSULATING BOARD. --- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. LENGTH SHALL NOT EXCEED 259b OF THE ACTUAL DEPTH. BORED HOLES SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND W U-VALUE = 0.25 WITHIN STAIRWAYS SHALL BE TEMPERED CLASS. MAX. U-VALUE = 0.52 NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE 1.55. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.50 GFM/5F YES SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. NOTCHES AND STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 B TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. HOLES SHALL NOT OCCUR IN THE SAME 0RO55-5EGTION. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM EI1116 AND ___ (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ASTM EIb86 A5 MODIFIED BY 2020 NY5 BG SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING - 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION PROTECTION SHALL MEET THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD �R-4ci SPRAY FOAM INSULATION MIN. R-VALUE = 4cl CEILING R-VALUE CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, REPORTS. OR AN51/DASMA 115. 11" THICK (R=-i/INCH) PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 25. PLEASE NOTE THAT THESE PLANS ARE: PROTECTED AGAINST ANY NOTES, AND TABLES ON PAGE 0-005 4 0-004. THE FASTENING SCHEDULE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF I --- SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA57ENIN& CONFORM TO THE 5TANDARD5 SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. NOT LESS THAN " AND A SPAN OF NOT MORE THAN 5' SHALL BE PERMITTED AS GLAZING EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) COPYRIGHT PROTECTION ACT OF I1ci0 (AWCPA), WHICH HAS SEVERE PENALTIES. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE FRAME WALL R-VALUE !R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YEE5 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.,$). 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND OPENING. PANELS SHALL BE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE _ _ GENERAL WIND PROTECTION CONNECTION NOTES: HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. HEX BOLTS AND SCREWS (INCH SERIES). PROVIDED AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ATTACHMENT HARDWARE SHALL BE PERMANENT CORROSION-RESISTANT AND THE ANCHORS MIN R-VALUE = Ici N 2.2.2. LAG SCREWS: LA& SGREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SHALL BE PERMANENTLY INSTALLED ON THE BUILDING. FLOOR R-VALUE R-30 GATT INSULATION GONSTRUGTION;55TD 10-qq AND 2018 SBC: HIGH WIND EDITION WOOD FRAME 26. COLUMN BEARING AS FOLLOWS: YES Z PER TABLE R402.1.2 - CLIMATE ZONE 4 CONSTRUCTION WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, A5ME BI8.2.1 5QUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, TREATED WOOD 6 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. - 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. WALL w/ STEEL SHIMS 3 A MIN. 5/4" OF NON-SHRINK GROUT. 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES PLUMBING HOT WATER PIPE R-3 PIPE INSULATION MIN R.-VA = 3 I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NY5 YEEE, O SECURE w/(2) I/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN INSULATION PER R403.4 � R403.5 U 2. APPROVED CONNECTORS, ANCHORS AN1D OTHER FASTENING DEVICES NOT EXIST. WALL5 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, PLUMBING CODE AND NYE, DEC REGULATIONS. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS COMPLIANCE STATEMENT: 211 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 2• PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND 5PEECIFIGATIONS ARE IN HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTER 4 [RE]. 3. METAL PLATES, GON ATHE RS, SCREWS, BOLTS AND NAILS EXPOSED IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHANSES IN DIRECTION AND AT BASE OF DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL VERTICAL WASTE PIPES. STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) rf ANCHOR BOLTS GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 BENT PLATE 8 LONG 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER FOOT. 7AE3LE R501.7 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL w/6" RISE d w/ (2) °/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEOS MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS AND ANYCLIMATIC $ OEOORAPHIC DESIGN CRITERIA 5HEATHIN6 AND 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE SET b" MIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS - DISH WASHER.........................................2" &ROUND SNOW LOAD 25 LBS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. ASPHALT ROOFING SHINSLES 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD - KITCHEN SINK........................................2" 1. ALL SLOPED ROOFING 5HIN6LES SHALL BE GAF-CLA55-A ASPHALT ROOFING SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES, AND STAPLES. - LAVATORY...............................................2" ALLOWABLE 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPP05IN& SHINGLES OR APPROVED EQUAL. - SHOWER/TUB..........................................2" STRUCTURAL MEMBER BASIC WIND SPEED 150 MIPH SARAKAT'SAN 1 VAI ISRAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES - TOILET........................................................5" DEFLECTION LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 2. 5HINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE - LAUNDRY .................................................2" RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY D RAFTERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE AND AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - FLOOR DRAIN..........................................3" L/I80 R ECO I�S 1 R V 1 I O 1 WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL LINE. d 24" MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 6. ALL 5Y5TEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED To 4" THROUGH ROOF. SEISMIC DESIGN CATE60RY B 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF WOODSGREWS (INCH SERIES)2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/A5ME B 15.6.1 'I. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 6 DRAIN COOKS AS REQ'D. INTERIOR WALLS $ PARTITIONS H/150 WEATHERING SEVERE lb" WITHIN 4' OF EXTERIOR CORNERS. CONSTRUCTION. . HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW PROTECTION. 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS MECHANICAL CONNECTIONS: 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW FLOORS t PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-0 11 ' 750 BROOKS RD TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPEC,IFICATIONS. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE PROTECTION. OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. ALL OTHER STRUCTURAL MEMBERS L/240 SOUTHOLD, 11944 TERMITE MODERATE TO HEAVY PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 5. NAILING OF ROOFING SHALL BE TO CODE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONIOR:ETE/MASONRY 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED STANDARDS AND REGULATIONS. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH ' H/360 AND AT SPACING ANCHOR EBXOOLTS SHALL B CENTER.LOCATED WITHI'N 12" OR CORNERS 6. CORROSION RESISTANT 11 CASE ROOFING NAILS AND 16 GAGE STAPLES ARE BY "SIMPSON" MANUFACTURER. ICE BARRIER REQUIRED YES DRAWING TITLE: PERMITTED 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR To CONGEALMENT OF 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES PLUMBING. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 GENERAL NOTES CODES AND REFERENCE STANDARD: 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 2:12 INDICATED IN "SIMPBON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PITCHES TO 4:12 PITCHES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. NO NOTCHING AND EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ENERGY TABLE STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY 'SIMPSON" BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 8. ASPHALT 5HINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF THE STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. SEALANT TO UPLIFT FORGES USING ASTM D 6551. 4. ALL MEGHANIGAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 12. PER NY5 PG 425.4, A 4"x3" CL05ET BEND SHALL BE AN ACCEPTABLE WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE SHALL BE INSTALLED TO RECEIVE THE STRUGTURL DES I C N LOADS 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF INSULATION 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER FIXTURE HORN. WOOD FRAMING, AND CONNECTION To FOUNDATION - 2018 WOOD FRAME 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. FOIL (AFBPA) AMERIGAN WOOD COUNCIL (ANO). TO BE PLACED TOWARD WARM SIDE. 6. ALL FA5TENIN& CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER SWIMMINS POOL 8 HOT TUB USE LIVE LOAD DEAD LOAD PAGE: SPECIFICATIONS OF THE PRODUCT BEING INSTALLED I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE WITH 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS ANSIAPSPACC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL IN&ROUND SWIMMING POOLS, AV% AWW& AMP& 0% Awl& 0 EXTERIOR BALCONIES 40 psf 15 psf PLUMBING CODE. FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DE5IRED BY CONTRACTOR OR 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 2011) p p OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. ARCHITECT 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE ME51ONF-D AND CONSTRUCTED IN L 07� 4. ALL-MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE CONFORMANCE WITH ANSIAP51=/I00 6 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL DECKS 40 psf 15 psf Nbon u V . MECHANICAL CODE AND 2020 NEW YORK. STATE FUEL OAS CODE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PORTABLE SPAS AND SWIM SPAS,2015) - q" R-50 FOR FLAT CEILINGS HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY BARRIER (MINIMUM 48" PASSENGER VEHICLE 6ARA6E5 50 sf AS PER PLAN 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC - 5.25" R-BOG FOR VAULTED AND CATHEDRAL GEILIN65 BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION THAT SHALL REMAIN IN PLACE UNTIL A p CODE,'NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION - 35" R-15 FOR 2"x4" WALL CONSTRUCTION PERMANENT BARRIER IN COMPLIANCE WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES IS DATE: 08 18 24 CONSTRUCTION CODE. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION PROVIDED. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf 2 OF 24 - 5.25" R-21 FOR FLOORS ELECTRICAL: 4. SWIMMING POOLS SHALL BE: COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM WITH 5ECTIONS R326.4.2.1 THR000H R326.4.2.6 OF THE 2020 NY5 RESIDENTIAL CODE. ATTICS WITH 5TORAOE (MAX CLEAR HOT > 42") 20 psf 15 psf MECHANICAL, FUEL OAS: GYPSUM WALL BOARD TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE 5. BARRIERS, BARRIER 6ATE5, LATCHES, ALARMS AND MECHANICAL FUNCTIONS SHALL COMPLY I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ENERGY CONSERVATION CONSTRUCTION CODE. WITH SECTIONS R326.4.2.7 THROUGH R326.7.3 OF THE 2020 NY5 RESIDENTIAL CODE. 1. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/ THE COMPOUND METHOD. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf NY5 MECHANICAL CODE AND FUEL 6A5 GORE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 8 EQUIPMENT SHALL BE LISTED, 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 OTHERWISE COMPLETION OF WORK. NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE DEEMED SITE WORK SLEEPING ROOMS 30 psf IS psf a6� `�F.R�f�A C LABELED, $ INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S d CODE. APPLICABLE. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf lV� Z�� : " �•a 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGSSMOKE DETECTORS w/ BATTERY BACK-UP IN: '� � +~''.. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 3. 5/5", ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION 2 ass y SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET IN A. EACH SLEEPING ROOM FROM ARGHITEGT/EN6INEER PRIOR TO PROGEEDIN6. GUARDRAILS AND HANDRAILS 200 psf 15 psf ¢ 5 „' "z EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING EQUIPMENT, c CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL �,,; 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED B. OUTSIDE OF EACH SEPARATE SLEEPING OBTAINED FROM STRIPPIN6 DRIVEWAY AND BUILDING SITE. STOCKPILE ALL EXCAVATED (P Imo," ,`= COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED OF 5/b" THICKNESS MINIMUM. AREA IN THE IMMEDIATE VICINITY OF MATERIALS. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf (U >A 0-. ` TO AN R-VALUE OF AT LEAST (NY5 EGG R.403.3): 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED&E5 SHALL BE TAPED THE BEDROOMS (GENERALLY THE HALLWAY) "IT4 37 �0 AND RECEIVE THREE: GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY 4. NEW AND EXISTING BACK FILL MATERIAL ARE To BE FREE OF WEEDS, TREE ROOT5, ROCKS, (� N DUCTS 5--0 d GREATER, LOCATED IN ATTIC: R-8 BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. C. EVERY LEVEL OF DWELLING AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL SHALL BE C11 _ AN ADDITIONAL UNIFORM DEAD LOAD OF 10 PSF WAS INCLUDED FOR THE DUCTS UNDER 3"O, LOCATED IN ATTIC:: R-b (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC.) REMOVED FROM SITE. DUCTS 3"(P 4 GREATER, OTHER PORTION OF BUILDING: R-6 5. METAL CORNER BEAD To BE USED ON ALL OUT51ME CORNERS AND AROUND ALL STRUCTURAL EVALUATION OF 50LAR-READY ZONES DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 OPENINGS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 5-003. ASGE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDOWN DETAILS TYF I GAL_ NAIL I NO/STRAi=f=I NO REOU RE1�ENTS FOR FASTENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER U F L_ I F T, SHEAR, $ LATERAL_ WIND RE S S TA N G E NOTE: TH 15 SCHEDULE DOES NOT I NOLUDE NA I L I NO FOR METAL FRAMING STRAPS CL SUBSTITUTIONS MAYBE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMI NO RECQU I REMENT5) "ALL 57RAPPINO TO BE V4"x 20 OAUOE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PEGIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE ui �L)5E IOd NAILS IF 5TRAPPINO I5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J C6 HOEDOWN A HOEDOWN B FASTENER SPEC. FASTENER I I " DESCRIPTION AND QUANTITY SPACING Q E CV CONNECTION A NA I L. I NO OR I D � � � FOR NEw s EXIST. ROOF GE I L I NO FRAM I NO FOUNDATIONS _ •-AT RAFTER TO RIDGE o Jry i.DIM's ARE ALL MIN.#'s BASED ON USE OF O ONLY A Ibd CONNECTION: COMMON NAIL w/o PREBORED HOLES. i ENDWALL ENDWALL .. -^"" 1. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0 C CV z O (5) 2x FULL (5) 2x FULL CORNER STUD " 2 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE d HEIGHT STUD\ HEIGHT STUD ONNEGTED TO "="""""" FOR STRAP - 5 a d* COMMON R.R. SERVICE •� -Y CORNER STUD �` NAILS a EA. END OF STRAP. 2 CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE C-003 PER JOIST '— U •— CONNECTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 2 X :3 CV TRANSFER SHEAR "SIMPSON" HDOa h (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL FOR ROOF SLOPES UNDER 5:12 WITH • • • • • • HOLES,SET NEw MEMBER. CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP m �+ C4 HOEDOWN ANCHOR ® 2-I6d COMMON ROOF SPAN5 OF 24' OR GREATER • • • •1•-� a-' Ln 2-16d COMMON LOCATIONS NOTED NAILS a 6" O.G. $ / ,• • • • 4.NO MIXIN6 OF NAIL SIZES OR TYPES ALLOWED CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) cl-Ibd COMMON EACH LAP C N cj ca NAILS a 6" O.G. USE 6 a d COMMON NAILS a EA. T/ Q a O ON PLANS 10" O.G. IF BLOCKED '".„.......--' . • O" O.G. IF BLOCKED CORNER POST {` END OF STRAP. TIES ?° 5.5EE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO CORNER P05T TIGHTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) "SIMPSON" HDOa SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOLDOWN ANCHOR a Is SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES d TABLE LOCATIONS NOTED d OF 24„ O.G., INCREASE NAILING BY A ON PLANS ° ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END — = d u° FEONNEr,710N BI E32 AT RAFTER TO TOP PLATE TO STUD d WALL FRAMING CONNECTION: HOEDOWN INSTALLATION OPTIONS:- FOR • �� " "�".,,....•••~' -"'' J TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-16d COMMON I PER FOOT FOR NEW P. GONG. FOUND.'s FOR STRAP - 6 a d* COMMON NAILS a EA. .•"-'= "r. HOLDOWN CAST IN PLACE w/7/b"d1 THREADED ROD ` °• END OF STRAP. TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE U FOR EXIST P. GONG. OR NEWLY CURRED FOUND.'s -�r� . WHEN IN TOWN OF ISLIP OR NAILING -7/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HI&H STRENGTH EPDXY ---� • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT BIMP50N #H2A (OR EQUAL) RAFTER TIE 1 1 (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • • FOR TOENAILING - 6 a d COMMON NAILS "�~ —`— FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 3-Ibd COMMON PER STUD I FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN ' ` a CONNECTION - FOR G.J. TO R.R. - el 16 d COMMON NAILS U { w/-I/a c0 THREADED ROD REQUIREMENTS FOR ""` »-"•••."_ ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2_Ibd COMMON I� PER FOOT RAISED G.LI (WHEN FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) APPLICABLE) 3 16 d COMMON NAILS 1-+OEDOWN "G I HOEDOWN ID I FOR G.J. TO G.J. - a 16 d COMMON _ G oN NAILS FLOOR FRAMING < •r—n V J FOR NEW b EXIST. FOR NEWLY POURED FeONNECTION GI C2 - FOUNDATIONS JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION a ONE STORY ONLY • (5) 2x FULL ENDWALL t BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END w*7 Q HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT 57UD TO FLOOR A55EM5LY HOEDOWN ANCHOORR a 2-I6d COMMON "SIMPSON' b HEIGHT STUD(5) 2x FULL ,.- " "" • �j2 -••••••• •-••---- TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK -� LOCATIONS NOTED NAILS a " O.G. 4 "� • TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST " ° FOR STRAP - _55 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T - NAILS a EA. END OF STRAP 0 JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-95d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE d OR 2-I6d COMMON ` ° N I BELOW - 3 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS a O. I " �M BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT • ROOF SHEATHINO a d STRUCTURAL PANELS: d INTERIOR ZONE ad COMMON 6" EDGE / 6" FIELD SOLID E ZONE s ad COMMON b" EDGE / 6" FIELD d° "SIMPSON" 5T DI4RJ CONNECTION DI D2 BLOCKING PERIMETER EDG HOEDOWN INSTALLATION OPTI ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. ONS: UP TO q" RAKE OVERHANG FOR NEW P. CONC. FOUND.'s ,,,"...-""""' HOEDOWN CAST IN PLACE w/'7/a"4> THREADED ROD "...-••""""" .• - "" AT STUD TO FLOOR A55EMBLY TO SILL GE I L I NG SHEATH I NO FOR EXIST. P. GONG. OR 'NEWLY CURBED FOUND.'s ° • 'i/b"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ " IS NPi `5ON" SET (HIGH 5TRENGTH EPDXY �7 I/2" MIN. M -- ---""-- ADHESIVE), 6 FOR T=MP.'s O F-40 F USE "SIMP50N AT FROM GYPSUM WALLBOARD Bd COOLERS 7" EDGE / 10' FIELD ° CORNER FOR STRAP - 5 8 d COMMON NAILS a EA. 1 (HIGH 5T1?EN6TH ACRYLIC ADHESIVE) ONE #4 REBAR END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED WALL SHEATHING •,•�`", O D ° FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES 50LIM $ CAST IN PLACE HOLDOWN . ° o FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - W 7/a"(P THREADED ROD ' ,�1 3 I(bd COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE ✓ 12" FIELD ' • • d ALTERNATE CONFIGURATION - ABOVE 57UD TO I GYPSUM WALLBOARD 5d COOLERS •1" EDGE / 10" FIELD 4 ° • • FLOOR CONNECTION w/ # LPT4 51MP50N (OR »....... ."..._. ."" STRAP w/05) Z N A I L_ I N O/S TRA F F I NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES �"" -..., of A.STRAP TO NAILS o EA. ND 2 EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) 2 ALTERNATE USE SIMP50N H2.5A0 _ V NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS a EA. END OF 0520 STRAPPING(2015 WFGM,TABLE 51,P. 151);WHEN CONNECTION E I" or LE55: ad COMMON b" EDGE / 12" FIELD STRAPPING RECUIRE5 OVER 14 4 22 NAILS, USE SIMP50N 0516 8 0514 5TRAPPIN0, RESPECTIVELY. "•-""'""'"" GREATER THAN I IOd COMMON 6" EDGE / 12" FIELD NAILING RED.'S SHALL BE SPLIT EVENLY BETWEEN MULTIPLE JACK STUDS a EA. END OF HDR.4 B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (201a WFGM, TABLE 5.25B,P. 211) """""• • C - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER (2015 WFGM,TABLE 5.23C, P. 292; ;"" " """" 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. W A D ALTERNATE AS PER TABLE 5.25D,P. 215) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q D - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE PLAT FOR EXAMPLE, IF ALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER (201a WFG 'IM,TABLE 3. ,P. lag) (5) CONNECTION W ) ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ClE (2-PLY) - NUMBER OF JACK STUDS a EA. END OF 2-PLY HEADER(201b WFGM, TABLE 5.22F, P. 2ba) °• d • ,d • SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: E (5-PLY) - NUMBER OF JACK STUDS a EA. END OF 5-PLY HEADER (2015 WFGM, TABLE 5.22F, P. 255) ° °, ° • d • d 2 - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) a EA. SIDE " ...... ° ° � NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D NAIL PER FOOT. E (DOES NOT APPLY TO DOORS) (201b WFGM, TABLE 5.b, P. Iqi) "" �� " • ° ° FOR STRAP - 5 b d* COMMON NAILS a EA. 5 - FOR ROOF SHEATHING WITHIN 4' of THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH da END OF STRAP (WRAP STRAP UNDER SILL FL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMENTS SHALL BE SARAKATSAN N IS F FASTENING SCHEDULE B FOR EA. PLATE TO STUD ABOVE d OR BELOW - USED. R000H OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "` " 3 16 d COMMON NAILS RECONSTRUCTION A (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) I S 1 GNAOE - I FOR TRUSS TYPE PRE ENOI NEERED NOTATIONIf WOOD, AND/OR TIMBER CONSTRUCTION R UCH �` B G D (2 PLY (3 PLY F THE FOLLOWING 51ONA0E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 750 BROOKS RD OPENING HDW HDW TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD 11944 2'-O" 5 I I 2 I I 2 % RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC, BOX OR Si�L_ I G I NO O TOE SLAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE 4'-O" 10 1 2 4 2 1 4 BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR (MIN.) U.O.N. 6'-o" 15 I 3 5 3 2 5 BLOCKING 2 FOR RAKES 12"OR HOEDOWN, ANCHOR BOLT, TOP PLATE LESS PROVIDE }-- sPL1GE ---} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK a BLOCKING O 12"O.c. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I 4'-0" O.G. TO AGHEIVE RAKE O.H. BE nlu, "11", "111", "IV", OR "V" TO INDICATE a-O 20 2 3 7 3 2 "1 FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - ALL OTHER CA5E5 ONE STORY SLAB ON GRADE ROOF THE CON57RUCTION CLA55IFICATIONI OF FASTENING SCHEDULE 10'-0" 25 2 4 a 4 5 c THE STRUCTURE UNDER SECTION 602 OF p; BUILDING MINIMUM 5PLICE',20'4 BUILDING MINIMUM SPLIGE',2," THE NY5 BC. 12'-O" n/A 5 LIO 5 5 10 DIMENSION (FT) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: ad NAIL5 EA. END DE51ONATION FOR STRUCTURAL 12'-0" 21-072'-6" 12'-0" 3'-0" OF EA. STRAP 6" DIAMETER COMPONEN75 THAT ARE OF 7RU55 TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBER0AN� OR BOLT SSG I I GAT ONS I6-O 3-0 /3-a I6-0 4-0 CONSTRUCTION AS FOLLOWS: ■ 0(0 " - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS 4 BEAMS SPEGIFIGATION (201a WFGM TABLES 3.2A 8 3.25, P. I5-7-160) „ „ BACK a 4'-0" O.c. - "R" = ROOF FRAMING CORNER sa° _ 24 0 4 0 /5 0 24 O 6 o f' - "FIR" = FLOOR 4 ROOF FRAMING DATE: 08/18/24 3 OF 24 CONDITION FOR ALL STRUCTURES: 5/6"(P ANCHOR BOLTS a 32" O.G. 2b-O' S-O%6-3 2a-O 7-O 32'-O" 6'-0"/7'-6" 32'-O" a'-O" iv SECOND FLOOR _ r 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36'-0" '7'-O"/b'-1I" 56'-0" a'-o" 1 v NOTES: CONNECTION USING 5-I6d NAILS PER FOOT.FOR SHORTER SPLICE ` D R ' LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" b'-O"/10'-0" 40'-O" I I'-O" BLOCKING 2 BAYS Gj r I. MIN. "I" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS 1 END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-O O.G. „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-0"/12'-6" 50'-O" 13'-O" CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(5) STROKE TOP TWO COURSES SOLID ad NAILS EA. END �' 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 601-0" 12'-O"/IS,'-O" b0'-0" I6'-O° OF EA. STRAP Q 2. ANCHORS, NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR � ` •- � PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '70t-O" 14--011 �,- NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), 80'-011 16'-0° So'-o° 22'-0° " M 'r ^ y�� r 4, •�''�` FROM END5 AND CORNERS (TWO a GORNER5) a'WALL- 1.125 REFLECTIVE REFLECTIVE E ,- (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 BLOCKING 2 BAYS WHITE II'WALL- I.s I5 THIS COLUMN w/MULTIPLIER BACK a 4'-0" o.G. RED PANTONE 12'WALL- 1.5 FOR 10'-0"WALL #I87 4. COORDINATE w/ HOEDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RAVE MATERIAL IM I SCELLANEOUS FRAM I NS 5RA'PH I GS CON'r I NUOU5 15U I LT-UP C I RDER5, 3 OR MORE 5UPPORT5 I � E3L=O G (THAT EXCZED FRAMING STANDARDS, IT 115 REO'D FOR FRAMER TO HAVE A K I I�l o � ®R P L.J°�T�®��M Y �40� L/ �RAY M I `l(5 V40RKINO KNOP�LEDOE OF THE AMERICAN (WOOD COUNCIL [ANC] DETAIL BOOK rGONNEGTIOIN PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEME3LY REQUIREMENTS: (FOR ENSINI:=ERED LUMBER [ie. WOOD I—J01�3T5] SEE M'ANU. SPEG G.'s FOR A )DITIONAL INFO.) rz $ 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q Gc�NNEGTION DESCRIPTION TOGETF�ER SIDE BY SIDE ARE CONTINUOUS OVER BLC�GKINS UNDER LOAD BEAR V�iALL PATTERN THREE FOR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O > MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE'_-STOPPING. LJJ NON—LO,AD BEARI N5 WALL OFFSET FROM SUE PORT EA (2)ROWS 10d NAILS o 12"O.G. I THE SPAN LEPdGTH FROM AN INTERMEDIATE Lu 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST J c STUD �� SUPPON:T. NO TWO ADJIOINING JOISTS, NOR MORE 5ERVE5 AS FIRESLOPPIN6. °iTUDS B (3)ROIWS IOd NAILS® 12"O.C. p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q a--� N SLIBFLOOR� (2)ROWS 1/2" m BOLTS o M"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAML= CONSTRUCTION: THE SOLE AND DOUBLE � '\ /SUBFLOOR C�DEL.ap ENDS BUILT UP GIRDER P MAX.32" PLATE :SERVE AS FIRESTOPPIN6. O SOLE PLATES � NAILING-3_ O D (2)ROWS V2" m BOLrs• 16"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE _ O SOLE PLATE SIDE WITH IOd NAILS TAO NEAR EACH END OF JOIST EZRVE5 AS FIR.ESTOPPIN5. � (D ��(2)ROWS 1/2" m BOLTS o 24"O.G. ��III EACH PIECE, OTHERS �>TAeOER.ED WITIH A DISTANCE 0 Z f3ETWEEN I/b $ 5. FIRE:STOPPING SHALL f3E 2 INCHES OF WIOOD BLOCKING O O (\,I O F (2)ROWS 3-3/6"TRUSSLOCK 5GREW5 6 12"O.G. 4 1/4 OF A --'' � OF 16 INCHES BETWEEN. NAILS IN A HORIZONTAL •� \ F _ OR OF NONCOM-BUSTIBLEE FILL. d \ SGREI^IED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE: TO BE NAILED FROM EACH ��(2)ROWS 3-3/6"TRUSSLOCK 5CREW5 0 16'O.G. F^ SIDE vol lOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G X CV SGFZENtED ON(U SIDE OF MEMBER AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN I \ JOIST, OTHERS STAGGE=RED w/ A DIST'ANGE OF 32 O O O +-� H (2)ROWS 3-3/6"TRuSSLOcx SCREWS. 24"O.G. P, BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRES�rOPPIN6. JOIST 5GREl^6D ON(1)SIDE OF MEMBER }r MAXIMUM OFFSET (2)ROW5 5"TRU55LOGK 5GREW5 0 12"O.G. BUILTTHRE UP 2 FOR PLATFORM FRAME INC7 PLACED CONSTRUCTION:B THE SOLE AND O N O f0 [�C ] BUILT uP GIRDER � MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHEs of WooD BLoc;KIN6 PLACED BETWEEN JOISTS Q O a � JOIST DEPTH, CI 5GRENIED ON BOTH SIDE OF MEMBER NAILS ON EA. 51DE W/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN5% MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOGK SGIREWS o I6"O.G. PIECE, INCLUDING INTEFZMIDIATE JOIN75, AND w/ THE 4 FIRESTOP3 O AND K �� ] 3 UNDER NON-LOAD BEARING � SGREi^IED ON BOTH SIDE OF MEMBER PARTITIONS ® 32" O.G. E3LOGKING 5TlJD OTHER; STAGGERED hI/ A DISTANCE OF NOT MORE 6. THE HEADER SERVES ,AS FIRE-STOPPINES. (2)ROWS 5"T'RUSSLOGK SGiZEWS® 24"O.G. BETWEEN I/b DOUBLE PLATE/ C�SCREI^IED ON BOTH SIDE OF MEMBER ] 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-•INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-F'IEGE GIDER5 A'RE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CL - \ / CE I L I N5 BRAG II NS 1 STRINGIER TO SERVE AS FIRE5TOPPING. GAN IrI LE Y E��ED FLOOR I.. BEAMS d HEADERS NOT NOTED WITH DONNE°GTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 5 AE3LE ENDWA%LL PI-AN SHALL USE CONME CTION PATTERN 'A'WHEN 6" OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN ,A CHIMNEY AND COMBUSTIBLE FLOGR 4 CONNECTION PATTERN V WHEN 10' OR LAR&ER p FRAMING SHALL BE FIRE:STOPPED AT THE BOTTOM WITH =D STUD 2,WHEN SCREWING OR NAILING FROM BOTH:51DE5 OF MEMBER- FOUR-PIEGI€ ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FA5TENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 6 ER 1RD p 6IRDEK5 ARE TO BE 5EGURELY ANCHORED TO 2 \ I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH �J SUBFLc�OR �501LE PLATE 2"x4" CONTINUOUS GABLE END MA50N'RY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM C)F `LATERAL BRACE o 6'O.G. TFZU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEIiLIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING 5HALlL- BE C, LEFT UNFILLED R THAT HEAT FROM THE c: D �\ JOIST (2) 10cl NAILS TRUSS OR CHIMNEY CAN BE c:ARRIED CL G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROU6IH NORMAL \ I I G �/� I J� PLATFORM FRAME CONSTRUCTION 5HRINK,A6E CRACKS OF THE INTERIOR FINISH. PLASTER CEIL.IN6 ON I `fA I L I N�O FATTER `fJ FOR SIDE LOADED 5EAI " IS �I P . FLUSH I BEAMS) AS FIR[�5TOFBLE LATH, EXTENDING TO CHIMNEY FACES, WILL_ SERVE 4 m I6) Sd l../ ✓ -LOCATIONS REQUIIRUN6 FIRESTOPPINl6- AS FIRE°STOPPING. ", I \ NAILS FIFE- FIRE_ WOOD FIRESTOPPIN6 FIRESTOF'PIN6 I FASTENING R:EGOMMENDATIONS FOR SIDE-LOADED, WTOFPING STOPPING SFIRZ_TOPPING r rlf;m- 50LE S— 1t IMULTIPLE-PIECE MEMBERS I;11, .I015T W 5d COOLER NAILS o 10" O.Gr NAILED ' BOLTED' V N N C ) 1 I I I i ,I 11 \BLOCKING 2"x4" BLOc:K NAILED TO EA. BRACE VERTICAL i— 2 ROWS 16d B FAWS Ibd 2 RAW91;:' 2 ROW5J4' 2 ROW5J5' w/(4) IOd NAILSZZ COMMON COMMON BOLT. s4' BOLTS BOLTS FIFESTOPPIIJ6 WHEN • 12"O.G., • 12,O.C. O.G.5TA6EERFD° 12"O.G. 0 6'O.G. COVERING IS APPLIED_ STUD :20 ga.STRAP TO UNDERSIDE OF GYPSUM IBOARD TWO ROWS 1:2°O.G. THF2EE RGWS 12"O.G. LOCATION I LOCATION 2 LOCATION 5 .Io15Ts i,l, < !/1 DOUBLE PLATE * E5d COOLER NAILS o 10"O.G. (I6) 8d NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° LOCATION. 4 Vn,J JOIST SHALL BE LOCATED DIRECTLY '- ENDWALL STUDS ,AS NOTED IN NOTES "1 4 8 ° ° ° ° ° ° S NONCOMBUSTIBLE LLT�oNE W DENOTES ALT.FOR USE OF DRYWALL 5GREW5 ° ° SOLESOLEFIRESrOPPINe �OF CARDER Q CL VER STUDS, LINLESS TOP PLATE: 15 4"o ED6E /12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROW5 SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPIIN6 DE516NED TO CARRY THE LOAD 5GREW5#6- IYW TYPE W OR 5 FIRE5TOPPINS, LOCATION 6 ® 2.BOLT HOLES ARE TO BE THE SAME DIAMETEF2 AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G. STA56ERED TWO ROlhts 6"O.G. LOCATION 5 ` FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEW2 THROU&H THE FULL INTERIOR STUD DETAIL THICKNESS or THE MEMBER.USE WA5HER5 UNDER HEAD AND NUT. O O O O O O O O �® OVERLAID ROOF s.5TA66ER EACH ROV4 OF FASTENERS BY 12% O O O O O O O O O 2'SPADE NOT ATTACF-IMENT Q V ALLEY 4.FOR ATHREE-PIECE MEMBER THE SPECIFIED NAILING IS FROM EACH:SIDE. TO BE FILLED � ® NONGOMBIJ:3TIBLE FIRESTOPPIN6 S.FOUR-PIECE MEMBEFS SHOULD ONLY BE U5EL)WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 I \ APPROX.I INCH THICK BOTH 51M OF THE MEMBER. % 6.VALUES FOR NAILIWE CONNECTIONS MAY BE 170UBLED FOR 6'O.G.OR TRIPLED FOR 4'O.G.NAIL 5FAC,lNG. LOCATION -1 STD.NAIL-INS OR OP LOADE D MLTIPLE BE : \,, \ 5TRAPPIIN6 W/\ T.2 ROW5 OF Ibd COMMON NAILS 02'OC)FOR'.DEPTHS 12"OR LE55 6 ad NAILS LOCATIONFIRESTOPPIN6 � 8 LOCATION Q ® ETA.END o R.R. 6.s ROWS OF Ibd COM P:IMON NAILS(12"O.C�FOR DEPTHS OF 14",16"4 115% FULL WIDTH LOGATIONI 10 2" �E''LOcKiNo O V GONSTRUGTI ON DETAILS WIND LOAD PATH CONNECTION DETAILS TOP PLATE 1 MRILL 2"4) INTO ROOF INTERSECTION DE.TA I L NEW L>EGK FOR STRAPPING INSTL. XIST.OR NOT TO SCALE NEW R.R. E,ET W/ R.R.BELOW UPPER TOF'PLATE:LAPS 6_ IOd NTINUOUS LOWER TOE'NAILS NOTED GONT.OLOGKIN6 TOP PLATE: SPIKED TO R.R.'. AL16N NEA $ EX. AS 54I0WN K I N5 STUDS PLAN VIEW NOTE,,RMILAR SHED' WOOD .JOIS WOOD JOI.R. IN LINE 000 CRIPPLE STUD BLOGKINS .JOIST HANOER HE:RDER GENERAL REG2UIF EMENT5 FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TO1:—NAILS S IRDER/HEAIDE —O � JACK. STUDS MAIN MEMBER WOOD 51'RDER WOOD JOIST w y� Q N W ;0 30" Q —'- JOIST Fi<:AM I N5 OVER WOOD 51 RDER JOIST FRAM I N5 FLUSH WITH 5I RDER/HEADER TYP I GAL HEADER CONNEGTI ON MEMBERS/ \DIAIM.X s I. TOE:-NAILS SHALL BE DRIVEN o AN ANOL_E OF PROJECT: APPR:OX. 50 W/ THE MAIN MEMBER 4 STARTED APPROX. THE: LENGTH OF THE NAIL FROM THE MEMBER END, SA RA KATSA N N I S I. NAILS SHALL B�E DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STF2AI6HT THROUGH ;AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 9(::)° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN R ECO NSTR U(;TI O N MEMEESER,FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAtF7E f 5. TO AVOID SPLITTING-•, NO MORE THAN :2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL 57UD WHEN FASTENED TO S IENIED TOP PLATE 'TO 3 TOE NAILS BOTTOM PLATE—< BOTTOM PLAT 750 BROOKS RD IN EA. SIDE WHEN FASTI=NED TO A 2"xb" 'TOP PLATE. BATHTUB SUB FLI�OR 1 DOUBLE= JOIST DOUBLE MOIST TOP PLATE SOUITHOLD, 11944 GHIM. CHASE SECURINS 1g STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCK:ING DETAILS (SIM. oT CHASE WITHIN PLANE -OF ROOF DOUBLE .JOIST FOR UNDER A :BATHTUB DOUBLIE JOIST FOR NON—BEARINO WALLS ALTERNATIVE RAFTE:R TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L 51DE5 w/ STRAPPING TO R/L 51DE5) OO PAGE: TOP FILATE ® o J Q WIND RESISTANT G'ONSTRIUGT ON GONNE.GTORS GHIM. CHASE WALL C C G G-004000 ONNETION 1_OA71ON: PART NUMBER: NOTES: o�lrl Lu `' F:I D5E-TO-RAFTERS 0520 @ 21 " APPLY '70 EACH F'A I R OF RAFTERS _ Q a 0 Q 0 RAFTER—T0—WALL Hl APi=LY TO EACH RAFTER DATE: 08 1!3 24 -� ROOF IL � a / / 4 OF 24 o RAFTER-TO-PLATE H& or H25 APPLY TO EACH RAFTER oREO'D BLOGKINIG z TO AL16N W/STR.APPINI6 Q a PI_ATE—TO—WALL STUD 0520 ® 18" APPLY TO EACH WALL STUD ap EA THE FIRST F'/L ® z K 2ND. FLOOR WALL—TO—IST. FLOOR WALL LFTA or CoS20 © 3E�" s` lu ® APPLY To EACH WALL 5-rUD , I HEADER—TO—.JACK STUD 0520 © 12 APPLY TO EACH JACK STUD ' FLOOR/GL,a. O J 1 Q �1a•,I �d'•� �� CRIF'PLE STUD--TO—HEADER iH5 APPLY TO EACH CRIPPLE �5TUD SHEAR JWALL HOLI�VONN AN(,--.IHOR 5ST'516 APPL1' TO EACH SIDEWALL. END 15T. F1_OOR—UNDER—SILL PLATE C,520 WRAP UNDER DOUBLE SILL f LATE 5I 1DE `,/I EW PLAN VIEW (USE V41 TH 5" SQUARE WASHERS) USE THE FOLLOKNO OR APPROVED SIMPSON METAL CONNECTOR5 FOR PROPE=R WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S R'ECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD' CAPACITY. - ♦ -IF -- - - - - - 2 \ J co ♦ Q N ♦ - - ♦ z \ O � N O CONTOUR LINE OF PROP. I ` ♦ ♦ > x U (V GRADING; NEW GRADING O SHALL NOT EXCEED I:5 SLOPE O O O 4--+ — _` o - - - - - - - t _ ♦ _ p m Z C a b 2' I --_— EDGE OF LAWN � ----- _� � Q �O O HAY BALES AND/OR SLIT FENCING,' W \ d ` EXIST. TRELLIS TO \ d - \ BE DEMOL 15HED I �'J / I i D 4-J U EXIST. STAIRS TO- - ♦..•// -BE REMOVED EXIST. 5E C� I \ i • SYSTEM TO B v J nn`` W REMOVED L P. 1 1\ \ EXIST. PER 5GDH5 I \ \b \ \ \ 11 \ \ STANDARDS 1 -1- -------------, Q O \ I \ O \ ------- EXIST. - \ ,EXIST-------- -; ---- -------------- ------------------------------------ SHOWER � RAISED \ - \ \ \ I TO BE STONE 1 b 1 EXIST. iEX15T� PATIO TO \ \ REMOVED EXIST. COVERED L P/ REMAIN \ \ DECK D \ \ WOOD DECK O', (TO BE (TO BE REMOVED)' REMOVED) \ \ i 1 y +- 1 O ------ ' r \ - i I \I A \ \ RIGHT OF WAY -_-__-• EXISTING DWELLING , (TO BE RECONSTRUCTED 4 ELEVATED) -- _ `1 1 P��P \ / ♦ GENERATOR \ \ 1 - / EXIST. F.F.LOCATION TO PROP. TRENCH DRAIN 1-_-�- %%i- _ - - n I - l REMAIN (EROSION CONTROL) / - - - -— - -_ - - � -- ----- ------------ ------------ =--- 1 -----'\ EXIST. FRONT i PROP. TEMP. GONG. P I O d i DECK TO BE WASHOUT AREA �O �n o 4' !! EXIST. WDOD WALK REMOVED \ c ------------------- , EXISTING FOOTPATH s 4 a O $ WOOD STEP TO BE EXIST. UTILITY POLE ff BURIED ELEG. / i __________ _ I \ REMOVED r / ! 1 YOO�O \ �` I \ WIRE5;ABANDON BURIED WIRE5 3 ! . RAMP - EXIST I\ PROVIDE NEW OVER WIRES �_______ Yo - b I \ EXIST. WATER - \ METER $ WATER o , SUPPLY LINE I EXIST. GRAVEL d , z w (TO BE I MODIIFIED) `' \ i O 4' i� fizTlL 5I T FLAN— fi�,05I ON GONfi�O�. PLAN ya o RELOCATE ��oL\ ?y EXIST. KAYAK / - I - - - RACK i RIGHT OF WAY � ---------------------------------------- - - � ------t-- - __- - 6' EXIST. KAYAK \ -\ RACK I Lii SITE LAYOUT NOTES: 8' I. THI5 15 AN ARCHITECT'S 517E PLAN 4 15 PROJECT: '1 b' SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION SARAKATSAN N IS REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. RECONSTRUCTION \ 2. SURVEY INFORMATION WA5 OBTAINED C FROM A SURVEY DATED SEPTEMBER 8, 2021 AND PREPARED BY: / I KENNETH M WOYCHUK N.Y. STATE LAND SURVEYOR 750 BROOKS R D LIC. #050552 SOUTHOLD 11944 / 8 P.O. BOX 155 AOUEBOGUE, NY I1a31 (631) 2�i8-1588 DRAWING TITLE: EROSION CONTROL PLAN DEMOLITION SITE PLAN \ PAGE: \ U-0 \ DATE: 08/18/24 5 OF 24 Q `.: r7)EMCL I T I ON 51 TE FLAN OEN!ERA EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD Fil (L.G. STL. Q WHEN APPLICABLE) EXISTING TAD REMAIN O Il HOOD NEW FOUNDATION WALL� LU� 5TL. WEN FRAME GABL ) cu NEW I-HR FIRE RATED ® MIN. (2) 2 x4 STRUGTURP�L ca,• c Lo WOOD FRAME (L.G. STl_. P05T FOR 4" WALLS C WHEN APPLICABLE) (MIN. (2) ?"xb" STRUCTURAL POST FOR 6" WALLS), U.G.N. C09 NEW 2-HR FIRE RATED •.i=+ _ WOOD FRAME (L.G. 5TL. O N z O WHEN APPLICABLE) 0- •co . �' � r- O X N O O O a-+ r---------------------, -r_ O m Z; (' n O cc O j EXIST. j N WOOD LANDING I Q d 0 I i I i I r--------� I Cll I II 4--------- ---------1--1----------------- ------- �\--- ------- - I I I '' 4-J EXIST I �-- ------� I I I OUTDdOR I i i C, I `� OWEtr: I I ( ` ,� m W I I I i ----_-------------�� --- ___________ �I ii s- - --------------- --------------- r-- --------- -- I - 14'-4"- I III C ) I III I I III _ i� T"S1 III Hill I I O I i I I I � • — in EXIST. j EXIST. WOOD DECK COVERED WOOD DECK_ I I 1CL I I I I j l in EXIST_ I BEDROOM t Iq5 5.F. j I Cii I 1 I I IIII I I I I I I I I IIII I r--I--7-T r-I--1 I I I IIII I I I in IIII I I I I I I I I I I I � IIII I I I I I I I I I I I I III i I I I I I I I I I I I I I I I I I I I I I I ---- ----4 - --- ----- -�_-- - L-I--� -- - ----- --� `--------- ��==��= --- ---- -- -----== - I ----------- ------- -- ---- --------- -- - ------------ - -- Z-_ Lr -- L---------------------------------------------------------------------- I I I I I I j j 23 T. I I I I IIII I I I EXIST. GL. I I I I �---- -------------------- Hill III I I UNFINISHED I I I I � t5:25.F. i t I I I IIII I 1 I I I I I I I I IIII ---- I I I I I I I I L III I r--------------------------------------------------------------------- J I I --- 'i EXIST. EXIST. G'INING III I I UNFINISHED I ------------------------------------------------------------------ I -- �_---------J I - I 1 1 a IIII EXIST. OFFI�..E KITGHENI ROOM 1 t125 S.F. " I I ±14-7 S.F. t 12-7 5.F. IIII I I I I I ==1 I I r-------I IIII I I I I I I I I 1 1 1) E} BATH \ / 111 I II I II I IIIIII I I I 1I I I t5-1 S.F. I I I I I _�_______-�-- j in it // \ -n I I I I I II I I I I I I L-----L 1 1 I ---------- I 1 -t- -------------� I IIII I I -5"• 'r �_� �_� I� / \ � /� II 1 ''� I I I IIIIiv x o 10 �'<, - I I I IIII I I -- is I l_�----------- L----------� / L ---- _- N ---_— - _ - 1 ---- I! L--- ---Z------� III ----------- i DEMOLITION NOTE: uT'l {2 /,- \\ I I I m -1 I----- - IIII I 1 EXISTING 2ND FLOOR F.J. TO REMAIN. IIII z I I t IIII I I I� EAr=LXLI UJI iTINO WALLS 4 ROOF FRAMING TO I3_ REMOVED. IIII 4'`12"- I I EXISTING DOORS ,AND WINDOWS TO BE REMOVED. III I II 11 L----- ------ I 5-2 - � -------- -J �- o o --� IIII I I I III I EXIST. Lf Oar O�c� �i III 1 I I — — I r1 \ a• Hill = v I BATH. / 1 DEMOLITION NOTE: cw 1 I m i —j III \\ 0� TII�J N > 0 t51 S.F. / EXISTING I5T FLOOR F.J. TO REMAIN. rn'I �w EXISTING 2ND FLOOR F.J. (OR C-.J., WERE APPLICABLE) TO REMAIN. I I I I III 1 1 ALL EXISTING WINDOWS AND DOORS TO BE REMOVED. LII -- -- I I �r III II � - ----- ----- -� I EXIST. I I -----1 I r—T r---- ---- �1 1 1EX57. bN I-�- I I I I BATH. II }I Q ' I I I I \ III III 1 I I EXIST. I .91 p EXIST. \\ (-1) RI \ I / III DNT— �I - GAS AGE- t'I" I I _ J I \ III / III IIII I I I I I m1 1 III �� EXIST. — I I ---------� L__JI III I III ------------J �1�1 ----�t�-Il -IIII -------t-75---- EXIST. LIV IG rIlIl I I1I I II LgT_g-------J BEDROOM II PROJECT: ----- ------ - ROOM IIt-------- r I ----- -------- t5c30 S.F. ±50-7 S.F. L------------------- L L. SARA KATSANNIS EXIST. BEDROOM -- --------- I---- RECONSTRUCTION EXIST. S.F. I BEDROOM 1 ----------- I6-10 ----------------------- I 1 1 t q8 S.F. --- -------------------- 1 I 11 I I-1 1 1 1UNFINISHE!Vi 7510 BROOKS IRD I 1 I 1u� SOUITHOLD, 11,944 F-----------� -- ----------- ------r_-_T------ a'-lOy2 —8_5" I`F // ------ - I i I6-o J-- I ---- I DRAWING TITLE: _ _ ------ --------------------------------------------- ------------� I ------------ i ----___�--- -_-_-_-- - L----------------------------------------------------------------------------------------� PROPOSED DEMOLITION' PLANS 1 i I S-7 I I I I 1 I I 1 -------------- EXIST. -------------� PAGE: F T-T LANDING Am I I I I I I i I I '101. 00 I I I - I I I I I EXIST. DATE: 08/113/24 13 OF 24 RAMP I I L------------- ----- -J i�RC7i�OSEr� F I RSA" FLOOR 17EMOL I TI ON. PLAN FROFOSED SEC0..'010NI7 FLOOR 17EMOL I TI ON PLAN C,% SCALE: 1/4" = I'-V SCALE: 1/4" -- I'-O" 1,451 .4- S.E. HAE31TABLE Sfi=AGE; 1 ,8cf8.2 S.E. OROSS FLOOR AREA 6C�5 S.E. �t�45IT BLE SP GE; 148.4 S.F. GROSS ELOOF: AREA 0E I EF �A - 5��50L <ENr , FLOOR PLAN NOTES HIGH EFFIGIEN 10 LAMPS: FOOD VENT NOTES: NOT LE55 THAN g095 OF THE PERMANENTLY INSTALLED DOOR NOTE: NEW MECH. AREA: LIOHTIN6 FIXTURE5 SHALL CONTAIN ONLY HIGH-EFFICACY OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O LAMPS, AS PER 2020 NY5 EGG R404.1 I IS I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S NEW PARTIAL HEIGHT I. 'S.V.' DENOTES Ib"xb" FLOOD VENT BY 'SMART VENT' ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL LL _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. I.I. FOR MASONRY/P. CONC. - MODEL # 1540-510 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UNITS AS PER NYS MG 506.1 SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOORS: Q 1.2. FOR WD. FR. - MODEL # 1540-510 ON PLANS BY 'THERMATRU' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTIN6 CLEARANCES WHEN APPLICABLE) 1.5. FOR OAR. DR. - MODEL # 1540-524 OR 1540-5'14 3.NOTE DOES NOT INDICATE EACH NEW DOOR FILL INTERIOR WALLS d FLOORS WITH INSULATION RN PROVIDE REQUIRED PER NYS MG 804. � 4.IF APPLICABLE, DISCONNECT, REROUTE, # RECONNECT A SOUND TRANSMISSION CLASS (STG) FOR AIR-BORNE NOISE OF EXISTING TO REMAIN PROPOSED;SEE DESIGNATIONS B DOOR SCHEDULE. LV NEW FOUNDATION WALL 2. INSTALL AS PER MANU. 5PEC.'s; 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR NOT LESS 50 A5 MEASURED IN ACCORDANCE WITH ASTM E q0. LLI NEW WOOD FRAME (LcS. EQUIPMENT TO EXIST. PIPING A5 REQ.D. fi3 5TL. WHEN APPLICABLE) WALLS, U.O.N. J C 3. IT 15 RECOMMENDED TO USE THE "POUR IN PLACE VINYL 5. INSTALL AS PER MANU 5PEC.'s TYPICAL MECHANICAL AREA NOTES: HOT WATER PIPING INSULATION: m BUCK" BY 'SMART VENT' WHEN IN NEW P. GOO. FOUND. WALL5 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. Q +-' (\J I. FOR HD. FR. FLOOR - PROVIDE I/2" GONG. SD. BY MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE NEW I-HR FIRE RATED MIN. (2) 2"X4" STRUCTURAL '1. SEE PACE 6-003 FOR ALL OTHER FRAMING V) I I 4. EA. 'SMART VENT' IS RATED FOR 200 S.F. OF UNDERFLOOR "DUROGK" (OR EQUAL) INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE O POST FOR 4 WALLS V ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. � WOOD FRAME (L.C. ST'L. ' :: SPACE 2. FOR NO. FR. WALL5 - PROVIDE (1) LAYER OF 5/6" FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 # R403.5: Z WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL O ., .- I'125 S.F. /200 S.F. PER VENT = 8.625 = q VENTS STAIR $ RAILING NOTE- TYPE X GYP. BD. UL U505 (OMIT ON GONG. WALL5) 0 POST FOR b WALLS), U.O.N. 2 I. ALL NEW STAIRS SHALL HAVE MAX. b-I/4" R1 # MIN. 10" 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING (q PROVIDED) FLUIDS >105°F OR<55°F (R403.4) NEW 2-HR FIRE RATED Tr - RISERS SHALL BE CLOSED SPEC.'S AND AS PER NY5 MEGH. AND FUEL OAS CODE z WOOD FRAME (L.G. 5TL. 5. BOT. OF VENT SHALL BE LOCATED A MAXIMUM OF 12" FROM 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 0 O N 0 WHEN APPLICABLE) FINAL EXTERIOR GRADE AND INTERIOR GRADE NOT EXCEED THE SMALLEST BY MORE THAN ". IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 3. PIPING 5ERVING MORE THAN (1) DWELLING UNIT •cu- Ll) 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-6". 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE >1 X (V rl- 4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 4.1. BETWEEN CLEAR HEIGHT d HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL b. P PNN6 LOCATED UNDER A FLOOR SLAB IFOLD O 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF 5WITGH O a-.+ (.0 '1. BURIED PIPING � 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. -1. FOR 6A5 SERVICE,PROVIDE 6A5 SHUT OFF 5WITGH 0 � 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN b. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS -J N Q cu ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE OTHER THAN DEMAND RECIRCULATION SYSTEMS. Q 0 a• O OR MORE RISERS,AND WHERE SHOWN ON PLANS. q. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT d r- 6. CUARDRAII-5 SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NYS WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. IO.APPLIANCES JOINED THROUGH A COMMON NATURAL 1. 36" HIGH GUARDRAIL d SPINDLE SPACING NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ^ ` ALLOW PASSAGE OF A 4" (P SPHERE;56" HIGH SECTIONS OF 2020 NYS RG 6242.7. W HANDRAIL. 6. CRIPPABLE RAIL AS PER CODE. A/C CONDENSERS- q. RAILING TO BE WOOD. 16 I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" OR APPROVED EQUAL. OSMOKE DETECTOR / CO DETECTOR NOTES: 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 1 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 5.INSTALL AS PER MANUFACTURER SPECS. '7J HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4.INSTALL CONDENSERS ABOVE DFE UPON WALL HUNG r , 2.INTERCONNECTION BETWEEN NEW d EXI5TIN6 DEVICES BRACKETS BY "BRAMEG" (OR EQUAL). BRACKETS v • - N g ry$ SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SHALL BE RATED TO CARRY 6R055 WEIGHT OF A/C ^ ` ARE NOT INTERCONNECTED, AS PER NYS R314.4. CONDENSER $ ITS MATERIALS SHALL BE HOT DIPPED I a 4 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND GALVANIZED OR HAVE EPDXY COATED PAIN. M e PER GENERAL ELECTRICAL NOTES ON PACE 6-002. GONTRAGTER SHALL VERIFY PRIOR TO INSTALL. w i I 4 ' MIN.FROM ANY OAS HORIZONTAL 5E ARAT ON FROM 5UPPLY/RETURN DUGT5 TO MAINTAIN 5' MIN. 5 APPLIANCE, AND A LEAST V I ALHAYS LOCATE CONDENSER °ROM WINDOWS/DOOR5 • A-403 A-405 E OPENIN65 TD BATHROOMS w/SHOWER OR TUB. WHENEVER POSSIBLE. 5. INSTALL ALL AS PER MANU. SPEC.'S HYDRONIG AIR HANDLERS: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 17 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(S) BY "RHEEM" r 1 OR APPROVED EQUAL;(I) AT GARAGE, 6 (1) IN ATTIC. V c WINDOW NOTE: 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES O 1. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN THROUGH WALLS OR GEILIN6. e ,, PROP. POOL CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). 3.INSTALLER TO PROVIDE BLOCKING, PIPIN6, AND • INSTALL AS PER MANU. SPEC.'S. ELECTRICAL AS REQUIRED FOR MOUNTING < U I 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; INSTALLATION L/J 3.FOR 5UB5T SEE IITUTION5, SEE1NDOIN NOTE #11 IN "OLA55 WINDOWS 4 REQ IREMENT5 OFLER SIZIN5 TONNAC7E) SHALL BE A/C 4 HEATING SYSTEM (SEE PER n` x I AND DOORS" ON PAGE G-002. THERMOSTAT FOR ZONE DESIGNATION). `(,/ p N 10 �_$ I ➢ ti 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE. 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT Q u� 22 i 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH � x� I p WATER/BOILER COMBO TO NEW COIL. -� 5.V. S.V. 6.IN GENERAL, TEMP. OL. SHALL BE PROVIDED: p z�QQ N 6.1. FOR ALL SKYLIGHTS OPERABLE PANELS OF THERMOSTAT: SWIN&N6,5LIDIN6, b BIFOLD DOORS 18 I. PROVIDE THERMOSTAT FOR 2 ZONES: 6.2. WITHIN 15" OF F.F. - ZONE I: FIRST FLOOR 2'-4" 21'-qy2" L 2'-4' 6.3. WITHIN 24" OF A DOOR - ZONE 2: SECOND FLOOR ' 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING 2. H.O. TO SELECT MODEL; INSTALL AS PER 25 i , 6.5. WITHIN TUB/SHOWER ENCLOSURES MANUFACTURER SPEC.'S m 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 COMBINATION BOILER 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Iq NEW NAVIEN NOB-250/150H CONDENSING PROPANE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM(2) 2 WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). N xl0 HEADER U.O.N.b I. VENT THROUGH WALL..WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. F.A.I. THROUGH WALL. NYS R512.2 FOR OPERABLE WINDOWS WITH SILL HEI&HT5 001 LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN'72" 5. INSTALL PER MANU. SPEC.'S • .. ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4. TO BE INSTALLED UPON WALL AND ABOVE DFE. _ _ _ _ _ _ _ _ _ _ BUILDING EXTERIOR. INDIRECT HOT WATER STORAGE TANK O - _ _ - - - O - - - - - -_ NEW 60 GALLON (CONFIRM W/H.0) INDIRECT HOT EGRESS NOTE: WATER STORAGE TANK X0 - - - - - - - - - - - - - - - - j- a - - - - - - - - - - - - - -i IN COMPLIANCE WITH NEW YORK STATE BUILDING • INSTALL UPON PLATFORM ABOVE DFE CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF • INSTALL PER MANUFACTURER 5PEG.'S 2? - - - - - - - - - - - - - EGRESS SHALL BE FOLLOWED: NEW FIREPLACE: - - - - - - - - - - - - I PROVIDE NEW PROPANE 6A5- URNIN6 FIREPLACE INSER T,CLEAR OPENING 51 S.F. FIRST FLOOR - DOUBLE-SIDED;H.O. TO SELECT. O ©` ®` ®` I NET CLEAR HEIGHT............... 24" MINIMUM . MASTER BEDROOM - CORNER,H.O. TO SELECT. NET CLEAR WIDTH................. 20" MINIMUM 2. CONNECT AS PER MANUFACTURER SPECS. N I TYPICAL BATHROOM NOTE: 3. PROVIDE ALL NECESSARY VENTIN6 22 u1 1 1 22 O5 I. WALL BOARD FIRST FLOOR - THROUGH ROOF (V I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN • MASTER BEDROOM - DIRECT VENT THROUGH WALL + ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND FREEZE PROOF HOSE BIB: I TUB SURROUNDS 22 FASTENED w/MASONRY ANCHORS (PRECISE .2 2.II'-10" 2. SHOWER FLOORS LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) �y 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ELECTRICAL PANEL: PROP. CRAWL y 23 NEW 200 AMP ELECTRICAL PANEL LOCATION; 2.2. CONCRETE MUD-SET (SLOPE 1/6" PER FOOT TOWARDS DRAIN) UPON (m `PAGE Ul ALL INSTALLATION AS PER NYC ELECTRICAL GORE. 1125 S.F. 2.5. WATER PROOF MEMBRANE TO COVER SHOWER y FLOOR, WRAP DRAIN d ATLEAST I6" UP WALLS FLOOR DRAIN: _ `n NEW ATTIC ACCESS - PULL-DOWN STAIRS: NEW 3" GUARDED FLOOR DRAIN W/3" TRAP. Z O FOR DRAINS 5ERVIN6 CONDENSING MECHANICAL w I. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIP, THRU OPENING (MIN. 22"x30") 24 UNITS,ENSURE CONDENSATE NEUTRALIZER KIT ❑ 0 _ _O - - - O _ _ _ _ O 3.DBL. FRAMING WHEN NEW OPENING, U.O.N.O INSTALLED PRIOR TO FLOOR DRAIN. + - - - - - - - - - - - - - - - - - - 4.WEATHERSTRIP ACCESS OPENING 3 PROVIDE R-4q EXTERIOR CRAWL SPACE ACCESS HATCH: V INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR 25 30"x36" LOCKABLE AGGE55 HATCH RETAINER TO PREVENT INSULATION FROM ENTERING `9 D4-,IELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 ay. . e (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE NEW EXHAUST FAN SHALL BE INSTALLED WHERE cV THERMAL ENVELOPE OF BUILDING). 26 VENTILATION 15 NOT MET BY MEANS OF NATURAL 5. INSTALL AS PER MANU. SPEG.'s CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION w 405.5.2.5; INSTALL AS PER MANU. SPECS Q NEW PLUMBING FIXTURES: ABOVE-GROUND PROPANE TANKS: + O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2"1 I. EXISTING (2) ABOVE-GROUND PROPANE TANKS;DETACH d SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. RESET AS REQ.'D FOLLOWING CONSTRUCTION PROJECT: 2.INSTALL UPON 4" THK. REINF. GONG. SLAB;ANCHOR TO SLAB 4 FOUND. WALL AS PER DETAIL ib/A-402 0 +• 6 NEW FLOOR: 3.INSTALL AS PER MANU. 5PEG.'S O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE d 5--REV); 4,PROPANE TANK TO SUPPLY FIREPLACES,DRYER, SARAKATSAN N IS SCREW PERIMETER OF SHEATHING 6" D.G. a 12 O.G. ® 5TOVETOP, POOL EQUIPMENT,OUTDOOR 550,AND RECONSTRUCTION INTERIOR. GENERATOR. CONTRACTOR TO V.I.F. WITH H.O. 2.NEW FINISHED FLOOR PER H.O. SELECTION ELECTRICAL METER: O O O q NEW TILE FLOOR: 28 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, d i. NEW TILE FINISH (H.O. TO SELECT) UPON UTILITY CO. STANDARDS q_q _ _ O O 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON CONCRETE APRON PROP. SLAB A-302 A-302 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON 2q I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 750 BROOKS RD ON GRADE I + 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); SMOOTHLY FROM SLAB EL. TO GRADE SCREW PERIMETER OF SHEATHIN6 6" O.G. s 12" O.G. ® 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 SOUTH 0LD, 11944 _ _ _ _ _ _ _ _ _ _ _ _ _ _ INTERIOR. 3. OR055 SLOPE MEASURED PERPENDICULAR TO 0 - _ Q- _ - - _ -Q- _ _ p _ _ TRAVEL OF APRON SHALL BE NO STEEPER THAN I:48 NEW BATHROOM FLOOR: (2% SLOPE) - - -O- - - m ALL FULL BATHROOMS TO HAVE HEATED FLOORS 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE DRAWING TITLE: BATHROOM WILL NOT HAVE HEATED FLOOR I-I I-I SEPTIC SYSTEM HOUSE CONNECTION: 3o I. RESERVED PROPOSED FOUNDATION PLAN 10 I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION A-301 A-501 2. SEE 501:>H5 APPROVED PLANS UNDER REFERENCE NO. R-23-07116 DATED 05/06/24. 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-O" MINIMUM FROM BUILDING FOUNDATION WALL. 31 CHIMNEY FLUE I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF (UL NEW LAUNDRY CLOSET: #105 OR UL #103 HT) - INSTALL AS PER MANU. SPEC.'s. II I. NEW WASH /DRY HOOK UP 2.PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR PAGE: 2.COORDINATE LAUND. ROOM d DOOR DIM.'s EOUAL) AT ALL PENTRATIONS AT w/SIZE OF EQUIP. FLOORS/WALL5/CEILIN65;PRODUCT CONFORMS TO 3.PROVIDE HOOK UPS AS REQ'S PER MANU. A5TM E 514, A5TM E 54, AND UL 14'I1. iV 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE THE A-10100 DRYER EXHAUST NOTE: POINT OF ROOF PENETRATION b 2'-0" MIN. ABOVE ANY 2q I. DUCT SHALL TERMINATE TO EXTERIOR ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". -77 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY FUTURE 50LAR ELECTRIC RESERVED SPACE OPENINGS 32 3.DUCT SIZE AS PER MANU. ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLON THE ATION OF A DUAL 22 I I I 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER CIRCUIT BREAKER FOR,I STALL SOLAR ELECTRIC POLE DATE: 10/17/24 7 OF 24 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUGT5 USED TO INSTALLATION AND SHALL BE LABELED "FOR FUTURE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SOLAR ELECTRIC",PER NY5 EGG RA103.1 ®. 0. ©: ®: SHALL BE LIMITED TO 5IN6LE LENGTHS, NOT TO FUTURE SOLAR-READY INTERCONNECTION PATHWAY - - - - - - - - - �- - - - - -I J N L - - J EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 33 PROPOSED PATHWAY SHALL PENETRATE ROOF AND (u i IN ACCORDANCE WITH UL 2156A. PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL 0 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID N METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 34 SOLAR-READY ZONE RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST MINIMUM ROOFTOP AGGE55 CLEARANCES PER DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL NYS RG R324.6. F RO P O s E r� F O U N�AT I ON PLAN '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 35 RANGE HOOD I. MODEL #HBG143EWH BY 'BEST RANGE HOODS' LOCATION:1 c : MAX LEN6T�OF THE DU THE HALLOR ROOF BE REDUGEDN2 5 E 2.GEILIN6 MOUNTED; INSTALL AS PER MANUFACTURER y ; SCALE: i/4 I -O SPECS. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 3.SEE PAGE 5-102 FOR FRAMING AND REFER TO BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES MANUFACTURER INSTALLATION OUIDE NOT INCLUDE THE TRANSITION DUCT. 12 NEW GUTTER SEE SPECIFICATIONS AT ELEVATION NOTES 13 GUTTER HIGH POINT (TYP.) 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP) O I �E A �� FLOOR PLAN NOTES HIGH EFFIGIENGY LAMPS: NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED DOOR NOTE: LI&HTIN6 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NEW MECH. AREA: LAMPS,AS PER 2020 NYS EGG R404.1 O I, INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 15 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S _ EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL d ii WOOD FRAME (L.G. STL. PROP. POOL 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT UNITS AS PER NYS MG 506.1 SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOORS: Q ON PLANS BY 'THERMATRU' (OR EQUAL). FILL INTERIOR WALLS d FLOORS WITH INSULATION TD PROVIDE WHEN APPLICABLE) PLAN NOTE. FENCE'10 LINEAR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES Q EXISTING TO REMAIN FEET;EXISTING REQUIRED PER NY5 MG a04. A SOUND TRANSMISSION GLASS (STC) FOR AIR-BORNE NOISE OF ALL EXTERIOR DOORS AT EX15TINS GRA55 AREA PROPOSED;SEE DE516NATIONS k DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT REROUTE rS RECONNECT ILL! NEW FOUNDATION WALL DWELLING WITHIN BOUNDARIES OF POOL 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR NOT LESS 50 A5 MEASURED IN ACCORDANCE WITH ASTM E qO. ILL! NEW WOOD FRAME (1_.G. BETWEEN PROP. EQUIPMENT TO EXIST. PIPING AS REQ.'D. � STL. WHEN APPLICABLE) D FENCING TO HAVE ALARMS WALLS, U.O.N. J i N POO_ AND FENCE m C cu r TO REMAIN 5.INSTALL AS PER MANU 5PEC.'s - „ 0 TYPICAL MECHANICAL AREA NOTES: HOT WATER PIPING INSULATION: PROPOSED 4-D N 6.PROVIDE (2) 2"xl0" HDR., U.O.N. I. FOR WD. FR. FLOOR- PROVIDE 1/2" GONG. BD. BY MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE a :�' fV NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL HIGH FENCE WITH POOL NOTE5: 7. SEE PAGE C-003 FOR ALL OTHER FRAMING L0 �� I I "DUROGK" (OR EQUAL) INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE � � WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS V SELF CLOSING/ I. POOL TO BE HEATED ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 4 R403.5: LATCHING GATE 2. POOL TO HAVE SALT GENERATOR 2. FOR ND. FR. WALLS - PROVIDE (U LAYER OF 5/a WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O ^ O STAIR $ RAILING NOTE: TYPE "X" GYP. BD. UL U305 (OMIT ON GONG. WALLS) POST FOR b" WALLS), U.O.N. 2 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING - _0 I. ALL NEW 5TAIR5 SHALL HAVE MAX. b-1/4" R1 d MIN. ID" 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. NEW 2-HR FIRE RATED Tr - RISERS SHALL BE CLOSED 5PEG.'s AND AS PER NYS MECH. AND FUEL 6A5 CODE FLUIDS >l05°F OR<55°F (R403.4) }. WOOD FRAME (L.G. STL. 2. 6REAT'E5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 2. PIPING J" AND LARGER IN NOMINAL DIAMETER N z 0 WHEN APPLICABLE) NOT EXCEED THE SMALLEST BY MORE THAN ". IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE 3. PIPING SERVING MORE THAN (1) DWELLING UNIT CL •- Lr) Y :: 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE + + + + + + + + + + + + + + + + + + + + + + + + 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b-b . � U � 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR 5. PIPING FROM WATER HEATER TO A DISTRIBUTION + + + + + + + + + + + + + + + + + + + + + + + + MANIFOLD c X � N 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 56" MIN. b. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL + + + + + + + + + + + + + + + + + + + + + + + + 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH 6. PIPING LOCATED UNDER A FLOOR SLAB O Z C0 + + + + + + + + + + + + + + + + + + + + + + + + + 4.5. BELOW HANDRAIL, RAILS ON BOTH 51DES: 2-1" MIN. -1. FOR 6A5 SERVICE,PROVIDE 6A5 SHUT OFF SWITCH 1• BURIED PIPING 0 m ate.+ + + + + + + + + + + + + + + + + + + + + + + + 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN a. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER b. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS -J CV 0 ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER GODS OTHER THAN DEMAND RECIRCULATION SYSTEMS. O cc + + + + + + + + + + + + + + + + + + + + + + + Q + + OR MORE RISERS, AND WHERE SHOWN ON PLANS. q. PROVIDE 5" FLOOR DRAIN IF REOV BY EQUIPMENT b Q a G + + + + + + + + + + + + + + + + + + + + + + eJ + + 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM A5 PER NY5 + + + + + + + + + + + + + + + + + + + + + + + + + WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBIN6 CODE 14'-b" 'i'-4" 4'-10" Ib'-10. b'-O" FINISHED FLOOR OR GRADE, 6 WHERE 5HOWN ON PLANS. 10.APPLIANCES JOINED THROUGH A COMMON NATURAL 2'-5" 3'-3y2" 3'-3y2" 3'-3y2" 2'-5" 4'-0"7 + + + + + + + + + + + + + + + + + + + + + + + + + 1. 56" H16H GUARDRAIL E SPINDLE SPACING NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ^ ` + + + + + + + + + + + + + + + + + + + + + + HANDRAIL. PASSAGE OF A 4" SPHERE;36" HIGH SECTIONS OF 2020 NYS RC 6242"i. W HANDRAIL. + + + + + + + + + + + + + + + + + + + + + + + + + b. 6RIPPBLE RAIL AS PER CODE. A/C CONDENSERS: + .{_ q. RAILING TO BE WOOD. 16 1. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" 'N OR APPROVED EQUAL. Q Q 4 Q Q 3 i + + + + + + SMOKE DETECTOR / GO DETECTOR NOTES: 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH R P PROP, °- 10" POOL COPING + 40 + + + + + + O 1 SMOKE/CTOR SHALL CARBONONOXODIDE CODE E COMBINATION DETECTOR 3.LIANT TALL AS PEP, ANUFACTURER SPEG5(SEE THERMOSTAT FOR ZONE 16NATION). LANDING M N PROP, 0 40 S.F. 2 I-I I-� + + + HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4.INSTALL CONDENSERS ABOVE DFE UPON WALL HUNG r 1 SCREENED IN r + + + + + 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES BRACKETS BY "BRAMEG" (OR EQUAL). BRACKETS v •- 7 PORCH ) i O SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SHALL BE RATED TO CARRY 0ROS5 WEIGHT OF A/C ^ ` 4) r I " NEW UP i + + + + + ARE NOT INTERCONNECTED, AS PER NYS R314.4. CONDENSER $ ITS MATERIALS SHALL BE HOT DIPPED (�i'/] 146 S.F. PROP. + + + _{-. _ + + 3.PROVIDE SMOKE/CODETECTORS AS INDICATED, AND GALVANIZED OR HAVE EPDXY COATED PAIN. M PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. GONTRAGTER SHALL VERIFY PRIOR TO INSTALL. O M 1515 F. ; L + + + O + + 4.SMOKE / CO DETECTORS TO MAINTAIN 5' MIN. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS u + + + + - + + HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS APPLIANCE,AND AT LEAST V FROM WINDOWS/DOORS + + b OPENINC75 TO BATHROOMS w/ 5HOWER OR TUB. WHENEVER POSSIBLE. (V M p + + + + + + 5. INSTALL ALL AS PER MANU. SPEG.'s HYDRONIG AIR HANDLERS: N ! O + + + + + 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR f q'6" GLG. PROPOSED 4" P 15-jY2 `t 2 + + + + + + IN COMPLIANCE WITH LOCAL CODE I'! I. PROVIDE (2) NEW HYDRONIG AIR HANDLERS) BY "RHEEM" r 1 c OR APPROVED EOUAL;(1) AT 67ARA67E, 4 3'-6"ter HGHT. STEP DOWN 2' I`-'- " u) L + + + + + 2.PROVIDE AIR DISTRIBUTION TO HABITABLEI)SPACES IN C WINDOW NOTE: ' O4 I. ALL NEW WINDOWS +€ DOORS SHALL BE ANDERSEN THROUGH WALL5 OR GEILIN6. N Q �` • • + + + + + + + + + + + CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 3.INSTALLER TO PROVIDE BLOCKING, PIPING,AND F. INSTALL AS PER MANU. SPEC.'S. ELEGTRIGAL AS REQUIRED FOR MOUNTING 3 4 J II'-O" 3'-5" 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPD5ED; INSTALLATION O O J =' - - - - - - - - - - - - - - - - - - - - SEE DESIGNATIONS d WINDOW SCHEDULE. 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER n 1 NATURAL LIGHT VENTILATION N K �° �° K K - PR P SEE " REQUIREMENTS OF A/C d HEATING SYSTEM (SEE W (HABITABLE 5PAGE F 14_p ' 3 AND DOORS" ON PAOF G--002#q IN GLASS WINDOWS PATIO4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. PROVIDE H T FOR ZONE DESIGNATIONE Q J K _ _ S. PROVIDE HOT WATER COIL AND CONNECT NEW HOT FLOOR AREA 151 S.F. I 35 [n 1'75 S.F. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH WATER/BOILER COMBO TO NEW COIL. J ! 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: m K 6.1. FOR ALL SKYL16HT5 4 OPERABLE PANELS OF THERMOSTAT: S.F. REQ. S.F. PROV. q'O" GLG. , SWINGING,SLIDING, d BIFOLD DOORS 18 I. PROVIDE THERMOSTAT FOR 2 ZONES: PROP. HGHT - 6.2. WITHIN la" OF F.F. - ZONE I: FIRST FLOOR LIGHTING;MIN. b% DINING J 6.3. WITHIN 24" OF A DOOR - ZONE 2: SECOND FLOOR OF FLOOR AREA 12.1 S.F. 26.a S.F. AREA ( ® 2 - 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING 2. H.O. TO SELECT MODEL; INSTALL AS PER VENTILATION;MIN. 145 S.F. PROP. K - m 6.5. WITHIN TUB/SHOWER ENCLOSURES MANUFACTURER SPEC.'S m 6.0 S.F. 15.5 S.F. COMBINATION BOILER 4% OF FLOOR AREA � KITCHEN N � 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 g ' 216 S.F. - '1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Iq NEW NAVIEN NCB-250/150H CONDENSING PROPANE `r J ® ® WINDOWS (HEA FOR ALL) U.O.N.;PROVIDE AT A MINIMUM WALL-HUNG COMBINATION BOILER(OR APPROVED EQUAL). � K IY F- tt1 (2) 2"xl0" HEADER U.O.N. I. VENT THROUGH WALL. b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. F,A.I. THROUGH WALL. Ib'-10 " �`• NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 3. INSTALL PER MANU. SPEC.'S LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" 13 PROP. LANDING ® ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4. TO BE INSTALLED UPON WALL AND ABOVE DFE. BUILDING EXTERIOR. INDIRECT HOT WATER STORAGE TANK NEW 80 GALLON (CONFIRM W/H.0) INDIRECT HOT -1 m m EGRESS NOTE: WATER STORAGE TANK �t Ib-5' I10 22 IN COMPLIANCE WITH NEW YORK STATE BUILDING INSTALL UPON PLATFORM ABOVE DFE I'-lo" 14'-5y2" II I'-,"'Y - - - - CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF INSTALL PER MANUFACTURER SPEC.'S • v UUr • E&RE55 SHALL BE FOLLOWED: NEW FIREPLACE: 21 I. PROVIDE NEW PROPANE 6A5-BURNING FIREPLACE INSERT; ry 12'-4y2" 70' LA TRY 18'-5 NET CLEAR OPENING........... 5."1 S.F. • FIRST FLOOR - DOUBLE-SIDED;H.O. TO SELECT. ,,,� L 0 _ _ _ y2 ! NET CLEAR HEIGHT............... 24 MINIMUM • MASTER BEDROOM - CORNER;H.O. TO SELECT. ' F. 1, - .,A m NET CLEAR WIDTH................. 20" MINIMUM 2. CONNECT AS PER MANUFACTURER SPECS. iv ®® F 2'-0" TYPICAL BATHROOM NOTE: 6 3. PROVIDE ALL NECESSARY VENTING - N CL _ z NATURAL LIGHT 4 VENTILATION O I. WALL BOARD • FIRST FLOOR - THROUGH ROOF .1 i 4 _ 2"xl0" STUD WALL • MASTER BEDROOM - DIRECT VENT THROUGH WALL u)lPROP. 5 5. dJ ►- y I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN �• ! FRAMING ® (HABITABLE SPACE) 2 z m c BEDROOM r _ J MULTI-GLIDE ODOR ALL BATHROOMS FREEZE PROOF HOSE SIB: 151.b S.F. l0� i 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND FLOOR AREA 1541 S.F. iv TUB SURROUNDS 22 FASTENED w/MASONRY ANCHORS (PRECISE & 2. SHOWER FLOORS LOCATION T.B.D. IN FIELD - CONSULT w/OWNER S.F. REQ. S.F. PROV. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON RO' ELEGTRIGAL PANEL: r 8'O" GLG. 0- 2.2. CONCRETE MUD-SET (SLOPE 1/a" PER FOOT Oi Z lL m HGHT 3 LIGHTING;MIN. 5% TOWARDS DRAIN) UPON 23 NEW 200 AMP ELECTRICAL PANEL LOCATION; to W cv OF FLOOR AREA 10-I.5 S.F. 255.1 S.F. 7 2.5. WATER PROOF MEMBRANE TO COVER SHOWER ALL INSTALLATION AS PER NYC ELECTRICAL CODE. 7 5M/GO FLOOR, WRAP DRAIN 4 ATLEAST Ib" UP WALLS a VENTILATION;MIN. 53.6 S.F. laq.5 S.F. G FLOOR DRAIN: N • 4% OF FLOOR AREA F- NEW ATTIC AGGE55 - PULL-DOWN STAIRS: NEW 3" GUARDED FLOOR DRAIN W/3 TRAP. I. MIN. 550 # CAPACITY FOR DRAINS SERVING CONDENSING MECHANICAL w 5M/GO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x3o") 24 UNITS,ENSURE CONDENSATE NEUTRALIZER KIT MIN. I �� 105 m T 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. INSTALLED PRIOR TO FLOOR DRAIN. 0 OIII 1 �\� 106 g a'O" GLG. (N 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q V I i O HGHT. EXTERIOR CRAWL SPACE AGGE55 HATCH: INSULATION ABOVE w/WD. FR. (OR Ea) BAFFLE OR 25 O 30"x36" LOCKABLE AGGE55 HATCH RETAINER TO PREVENT INSULATION FROM ENTERING • C DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 p `ry NEW EXHAUST FAN SHALL BE INSTALLED WHERE O PAR<IN5 15 Iq O 18 LIV�G (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 26 VENTILATION 15 NOT MET BY MEANS OF NATURAL F�---� FUR OUT EXIST. i THERMAL ENVELOPE OF BUILDING). CIRCULO VENT 26 To 2"x4" WALL TO ROOM (V 5. INSTALL AS PER MANU. SPEC.'S OUTDOOR SPACES THROUGH WINDOWS OR DOORS SE G OUTDOOR SPACES AS PER NYS MECH. CODE SECTION MATCH ADJOINING "144 S.F. 21 ° 2"x6" EXIST. WALL � � 403.3.2.3; INSTALL AS PER MANU. SPECS QQ PROP. BATHROOM HVAG 2 5'-2" -5'-bye" 6'-oy2" m m NEW PLUMBING FIXTURES: ABOVE-GROUND PROPANE TANKS: 24 q q 52 -6" RETURN i 7 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2'1 I. EXISTING (2) ABOVE-GROUND PROPANE TANKS;DETACH 8 0- iv O SEE ALSO PLUMBIN6 GENERAL NOTES ON PAGE 6-Oo2. RESET AS REQ.'D FOLLOWING CONSTRUCTION PROJECT: N v 12L 12'-D" O1G 2.INSTALL UPON 4" THK. REINF. GONG. 5LAB;ANCHOR TO G. H6T. 3_p b'-0" (14 RI ® 5" P�ROP. kqALL AS NEW UP I CIO" �I 115 (V 4 �` a NEW FLOOR: 3.INSTALL AS PERANU SPED SPEC.'S I6/A-402 O _ _ _ _ _ NEW 4 RI ta.l5 - O ,� -ry O I. NEW PLYWOOD 5UBFLOOR BENEATH (CLUE 4 SCREW); SARAKATSAN N IS O z UP (2) Tr ID" S 24 10y2 5CREW PERIMETER OF SHEATHING 6" O.G. 4 12" D.G. ® 4.PROPANE TANK TO SUPPLY FIREPLACES, DRYER, ---- m NL DRY INTERIOR. STOVETOP, POOL EQUIPMENT, OUTDOOR BBQ, AND RECONSTRUCTION m iV GENERATOR. CONTRACTOR TO V.I.F. WITH H.O. I I A-502 A-302 C 2.NEW FINISHED FLOOR PER H.O. SELECTION v Q PROVIDE " THICK (MIN) I i/ I b'- 1'-a" 'y` 2a ELECTRICAL METER: K GYPSUM BOARD AT &ARA6E I i �2 NEW TILE FLOOR: O INSTALL NEW ELEG. METER AS PER NYE, MECH. CODE, d WALL5 $ ROOF UNDERSIDEi 1 / I =N O I. NEW TILE FINISH (H.O. TO SELECT) UPON UTILITY CO. STANDARDS I6 AS PER NYC R302.6 II cV 5 q 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON CONCRETE APRON -1 z I O ' O CS iv 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON 2q I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 750 BROOKS RD MODIFIED 105 v , �, I-I GARAGE AHU N Z A-501 4.NEW " PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); SMOOTHLY FROM SLAB EL. TO &RAPE A-30 n (GEILIN6 102 PROP. - a SCREW PERIMETER OF 5HEATHIN6 6 O.G. $ 12 O.G. ® 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 SOUTHOLD, 11944 aw 2'-q"�+ PROF. H INTERIOR. 3. OR055 SLOPE MEASURED PERPENDICULAR TO 2 2 S.F. MOUNTED) 8'O" CL6. ENTRY 104 T =a `� TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:4a � 27 z O HGHT. MUDROOM BATH � v Q z b 56 S.F. to T qA NEW BATHROOM FLOOR: (2% SLOPE) Q 3 33 0 v 17 138 S.F. -I'-10" a & O - ALL FULL BATHROOMS TO HAVE HEATED FLOORS 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE DRAWING TITLE: 2b 23 32 114 I IL KO - BATHROOM WILL NOT HAVE HEATED FLOOR 3D I. RESERVED PROPOSED FIRST FLOOR PLAN 0 z , Q SEPTIC SYSTEM HOUSE CONNECTION: m `+ 26 - 10 I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION 4 F F F `fl 2. SEE 5CDH5 APPROVED PLANS UNDER REFERENCE NO. • 2_p G 4 G G rn R-23-oTib DATED 05/06/24. 2'-D 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" VENT • • MINIMUM FROM BUILDING FOUNDATION WALL. 31 CHIMNEY FLUE 1. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF (UL Q 2q 101 0.= k O NEW LAUNDRY CLOSET: #103 OR UL #103 HT) - INSTALL AS PER MANU. SPEG.'s. ! II I. NEW WASH /DRY HOOK UP 2.PROVIDE "ABESCO FP200 FR EXPANDING FOAM" (OR 4 10y2 3 b ® 3-b 6-q b-I y2 3-2 3-2 - PAGE: 22 3 I = 2.COORDINATE LAUND. ROOM 4 DOOR DIM,s EQUAL) AT ALL PENTRATIONS AT A-aoi -� wz NEy.I ON `- - w/ SIZE OF EQUIP. FLOOR5/WALL5/CEILINGS;PRODUCT CONFORMS TD As (5) RI ® �1.'7a" z `r Q 3.PROVIDE HOOK UPS AS REQ'5 PER MANU, A5TM E b14, A5TM E 54, AND UL 14'Iq. NEW UP A-103m00 (3) RI ® t8.25" (2) Tr ® II" I N 3.MECHANICAL FLUE TO EXTEND V-O" MIN. ABOVE THE p � � DRYER EXHAUST NOTE: POINT OF ROOF PENETRATION 4 2'-0" MIN. ABOVE ANY (2) Tr ® 12 y I. DUCT SHALL TERMINATE TO EXTERIOR ADJACENT COMBUSTIBLE STRUCTURES WITHIN ID'-D". fJ 4'-O" 2.DUCT SHALL TERMINATE MIN. V-0" FROM ANY py�D I r OPENINGS 32 FUTURE 50LAR ELECTRIC RESERVED 5PAGE 3.DUCT 51ZE AS PER MANU. ELECTRIC, SERVICE PANEL SHALL HAVE A RESERVED O GH dJ 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE DATE: 10/17/24 8 OF 24 410 S.F. O R CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC 5. TRANSITION DU. FL SHALL NOT BE CONGEALED WITHIN INSTALLATION AND SHALL BE LABELED "FOR FUTURE CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO 14 S.F. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SOLAR ELECTRIC",PER NY5 EGG RAI051 13'-O" 23'-2y2" : '-Oy2" SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO FUTURE SOLAR-READY INTERCONNECTION PATHWAY EXCEED a FEET AND SHALL BE LISTED AND LABELED 33 PROPOSED PATHWAY SHALL PENETRATE ROOF AND IN ACCORDANCE WITH UL 215aA. PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D SOLAR-READY ZONE METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS MINIMUM ROOFTOP AGGE55 CLEARANCES PER s- � '° RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 34 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL NY5 RC R324.6. r� SCREWS 35 RANGE HOOD , '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I. MODEL #HBG143EWH BY 'BEST RANGE HOODS' 3� LOCATION TO THE WALL OR ROOF TERMINATION. THE 2.GEILIN6 MOUNTED; INSTALL AS PER MANUFACTURER MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 SPECS. : ( + FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 3.SEE PAGE 5-102 FOR FRAMING AND REFER TD BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES MANUFACTURER INSTALLATION GUIDE NOT INCLUDE THE TRANSITION DUCT. 12 SEE SPECIFICATIONS AT ELEVATION NOTES fi�i�Oi�OS�17 �I i�ST FLOOR fi=�� - 1,-728.e� S.F. HA5I7AE3LE SFAGE; 2,104.8 S.F. OROSS FLOOR AREA 5GALE: I/4" = 1'-0" 13 GUTTER HIGH POINT (71'P) 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP) FLOOR PLAN NOTES HIGH EFFICIENCY LAMPS: 0 �I NOT LESS THAN q0% OF THE PERMANENTLY INSTALLED E I �E A L 5� 5O L <E • DOOR NOTE: LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NEW MECH. AREA: LAMPS, AS PER 2020 NY5 EGG R404.1 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT IS I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s NEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL C i EXISTING TO BE DEMOLISHEDf--� 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUTPEP, NYS SOUND BARRIER WITHIN INTERIOR WALLS 8 FLOORS Q 1 �---{ WOOD FRAME (L.E 5TL. ON PLANS BY 'T INDICATE (OR EQUAL). 3.MAINTAIN ALL APPLICABLEI VENTING CLEARANCES FILL INTERIOR WALL5 $ FLOORS WITH INSULATION TO PROVIDE i WHEN APPLICABLE) 3.NOTE DOES NOT INDICATE EACH NEW DOOR A SOUND TRANSMISSION CLA55 (5TG) FOR AIR-BORNE N015E OF L1J EXISTING TO REMAIN � REQUIRED PER NYS MG 804. PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT,REROUTE, S RECONNECT NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR EQUIPMENT TO EXIST. PIPING A5 REO.V. NOT LESS 50 A5 MEASURED IN ACCORDANCE WITH ASTM E q0. Lu WALLS, U.O.N. J 0 5TL. WHEN APPLICABLE) C 5. INSTALL AS PER MANU 5PEC.'s TYPICAL MEGHANIGAL AREA NOTES: HOT WATER PIPING INSULATION: m 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. Q +-+ (\j NEW I-HR FIRE RATP.D MIN. (2) 2"x4" STRUCTURAL '1. SEE PAGE 6-003 FOR ALL OTHER FRAMING I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE � WOOD FRAME (L.G. 5TL. 2. OR WD. F(R. WALL5 - PROVIDE (1) LAYER OF 5/8" FOLLOWING CONDIOR EOUAL) INSULATED TO AN TIONS LEP, 2020 NY5 EGG R40UE OF NOT LE55 THAN 3 FOR THE .� -� POST FOR 4 WALLS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 13.4 d R403.5: ^ � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL STAIR NE STAIRS SHALL HAVE MAX. 8-I/4 RI d MIN. 10 TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) O '- 0 POST FOR b" WALLS), U.O.N. O „ „ 3. WHEN NEW, INSTALL FURNACE/BOILER A5 PER MANU. 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING NEW 2-HR. FIRE RATED Tr - RISERS SHALL BE CLOSED 5PEG.'s AND AS PER NY5 MEGH. AND FUEL GAS CODE FLUIDS >l05°F OR <55°F (R403.4) a--� v- WOOD FRAME (L.G. '5TL. 2. 6REATEST RISER HEIGHT IN A FL16HT OF STAIRS SHALL 4. WHEN EXIST.,MECH. EQUIP. SHALL BE VERIFIED THAT 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 0 N Z 0 WHEN APPLICABLE) NOT EXCEED THE SMALLEST BY MORE THAN ". IT CONFORMS TO NYS MECH. AND FUEL GAS CODE 3. PIPING SERVING MORE THAN (1) DWELLING UNIT a •- Lo 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-8". 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 4• PIPING LOCATED OUTSIDE CONDITIONED SPADE T 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR 5. PIPIN6 FROM WATER HEATER TO A DISTRIBUTION > U 4.1. BETWEEN CLEAR HE16HT $ HANDRAILS: 56" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL MANIFOLD 0 4- N 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH 6. PIPIN6 LOCATED UNDER A FLOOR SLAB 0 0 m a-+ Q0 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2'1" MIN. '1. FOR GAS SERVICE, PROVIDE GAS SHUT OFF SW '1• ITCH BURIED PIPING -c 0 .4..r � 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 8. SUPPLY # RETURN PIPIN6 IN RECIRCULATION SYSTEMS CV ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE OTHER THAN DEMAND RECIRCULATION SYSTEMS. Q 0 d O OR MORE RISERS, AND WHERE SHOWN ON PLANS. q. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT E r- 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NY5 WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE 4 FINISHED FLOOR OR GRADE, d WHERE 5HOWN ON PLANS. 10.APPLIANCES JOINED THROUGH A COMMON NATURAL Y "i. 36" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO DRAFT VENTIN6 SYSTEM SHALL COMPLY WITH ALL U Q ALLOW PA55A&E OF A 4" 4) SPHERE;36" HIGH SECTIONS OF 2020 NY5 RG 62421. HANDRAIL. 8. 6RIPPABLE RAIL AS PER CODE. A/G CONDENSERS: "I. RAILING TO BE WOOD. 16 I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" OR APPROVED EQUAL. OSMOKE DETECTOR / GO DETECTOR NOTES: 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ZONE (SEE THERMOSTAT FOR ZONE DE516NATION). t , SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 3.INSTALL A5 PER MANUFACTURER SPECS. T HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4.INSTALL CONDENSERS ABOVE DFE UPON WALL HUNG 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES BRACKETS BY "BRAMEC" (OR EQUAL). BRACKETS U - - SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SHALL BE RATED TO CARRY GROSS WEIGHT OF A/C „ ` ARE NOT INTERCONNECTED,AS PER NYS R314.4. CONDENSER d ITS MATERIALS SHALL BE HOT DIPPED (V'/] 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND GALVANIZED OR HAVE EPDXY COATED PAIN. M PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. CONTRACTOR SHALL VERIFY PRIOR TO INSTALL. W NATURAL LIGHT l$ VENTILATION 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS (HABITABLE SPACE) HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS S OPENINGS TO BATHROOMS w/SHOWER OR TUB. WHENEVER POSSIBLE. 5. INSTALL ALL AS PER MANU. 5PEC.'s FLOOR AREA 2"11 S.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR HYDRONIG AIR HANDLERS: IN COMPLIANCE WITH LOCAL CODE I"I I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM" U NATURAL LIGHT 4 VENTILATION S.F. REO. 5.F. PROV. WINDOW NOTE: OR APPROVED EQUAL;(1) AT GARAGE, 8 (1) IN ATTIC. (HABITABLE SPAGEZ 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES LIGHTING;MIN. 8% O I. ALL NEW WINDOWS 6 DOORS SHALL BE ANDERSEN THROUGH WALLS OR CEILING. OF FLOOR AREA 21.-1 S.F. 105.8 S.F. CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 3.INSTALLER TO PROVIDE BLOCKING, PIPIN6,AND FLOOR AREA 228 S.F. INSTALL AS VENTILATION;MIN. 2.NOTE DOES NOT INDICATEINDICATE EACH NEW WINDOW PROPOSED; INSTALLATION MANU. SPEC.S. ELECTRICAL 5 REQUIRED FOR MOUNTING Q ' ^ 10.8 S.F. 6�.8 S.F. W S.F. REQ. S.F. PROV. 4% OF FLOOR AREA SEE DESIGNATIONS ✓€ WINDOW SCHEDULE. 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS REOUIREMENT5 OF A/C # HEATING SYSTEM (SEE AND DOORS" ON PAGE 6-002. _ Q LIGHTING;MIN. 8% y THERMOSTAT FOR ZONE DESIGNATION). OF FLOOR AREA 15.2 S.F. 38.6 S.F. fJ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 0 5.ALL DOUBLE HUNG WINDOW5 TO BE TILT WA51-1 WATER/BOILER COMBO TO NEW COIL, VENTILATION;MIN. N 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 4% OF FLOOR AREA q•I S.F. 2q.0 S.F. PROP 6.1. FOR ALL SKYLIGHTS 6 OPERABLE PANELS OF THERMOSTAT: ROOFTOP SWINGING,SLIDING, $ BIFOLD DOORS 18 I. PROVIDE THERMOSTAT FOR 2 ZONES: DECK 6.2. WITHIN 18" OF F.F. - ZONE I: FIRST FLOOR 530 S.F. 6.5. WITHIN 24" OF A DOOR - ZONE 2: SECOND FLOOR 6.4. WITHIN 5TAIRWAY5 d WITHIN 36" OF A LANDING 2. H.O. TO SELECT MODEL; INSTALL AS PER 6.5. WITHIN TUB/SHOWER ENCLOSURES MANUFACTURER SPEC.'S 4q'-4" 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 COMBINATION BOILER '1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Iq NEN NAVIEN NCB-250/150H GONDEN5IN6 PROPANE .2 (2)WINDOW5 (TYP. FOR ALL) U.D.N.;PROVIDE AT A MINIMUM WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). (2) 2"xl0" HEADER U.O.N. 1. VENT THROUGH WALL. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. F.A.I. THROUGH WALL. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 3. INSTALL PER MANU. SPEC.'S PROVIDE EXTERIOR, LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" WALL-MOUNTED NEW UP PROP BALCONY ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4. TO BE INSTALLED UPON WALL AND ABOVE DFE. SHOWERH:AD (2) RI ® t'f.5" `�F p BUILDING EXTERIOR. INDIRECT HOT WATER STORAGE TANK 12'-4/ 6'-0" 7'-3" 6'-6" 't 0) (1) Tr ® II° @ • NEW 80 GALLON (CONFIRM W/ H.O.) INDIRECT HOT EGRE55 NOTE: WATER 5TORAOE TANK 2I2 1 I 216 1N COMPLIANCE WITH NEW YORK STATE BUILDING INSTALL UPON PLATFORM ABOVE DFE ® ■ ■ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF INSTALL PER MANUFACTURER SPEC.'S G 4 EGRE55 SHALL BE FOLLOWED: NEW FIREPLACE: 214 21 I. PROVIDE NEW PROPANE 6A5-5URNING FIREPLACE INSERT; v 16-IOY2 NET CLEAR OPENING........... 5.1 S.F. • FIRST FLOOR - DOUBLE-SIDED;H.O. TO SELECT. _ _ �n _ ! NET CLEAR HEIGHT............... 24" MINIMUM • MASTER BEDROOM - CORNER;H.O. TO SELECT. +ri ® _ NET CLEAR WIDTH................. 20" MINIMUM 2. CONNECT A5 PER MANUFACTURER SPECS. 8 ® ~ PROP. 8 TYPICAL BATHROOM NOTE: 3. PROVIDE ALL NECESSARY VENTING i - FIRST FLOOR - THROUGH ROOF ;�S SITTING �p 1. WALL BOARD • MASTER BEDROOM - DIRECT VENT THROUGH WALL G.H. PROP. r IS S.F. ROOM I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 1 ALL BATHROOMS 48 S.F. 215 FREEZE PROOF HOSE BIB: BEDROOM PROP. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 22 FASTENED w/ MASONRY ANCHORS (PRECISE 228 S.F. BEDROOM F TUB SURROUNDS LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 2'-6"----- O 271 S.F. 2. SHOWER FLOORS _ 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON m rl-HCS ilCLG - q-� 4 2.2. CONCRETE MUD-5ET(SLOPE Ile)" ELECT RICAL PANEL:" PER FOOT EL AMP ELECTRICAL PANEL LOCATION; TOWARDS DRAIN) UPON ALL INSTALLATION AS PER NYC ELECTRICAL CODE. � 2.3. WATER PROOF MEMBRANE TO COVER SHOWER - - - - - I �D PROP. 8 8 F FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS FLOOR DRAIN: - - - - - - - - NEW ATTIC AGGE55 - PULL-DOWN STAIRS: NEW 3" GUARDED FLOOR DRAIN W/3" TRAP. Z G.H. .0 W.I.G. 6 FOR DRAINS SERVING CONDENSING MECHANICAL w � � - O I. MIN. 350 # CAPACITY - - - - Ila S.F. - - 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 24 UNITS, ENSURE CONDENSATE NEUTRALIZER KIT SM/GO INSTALLED PRIOR TO FLOOR DRAIN. J 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. N 1u I / 210 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q V v _____ INSULATION ABOVE w/PC. FR. (OR EO) BAFFLE OR 25 EXTERIOR CRAWL SPACE AGGE55 HATCH: -- -- BACK-TO-BACK RETAINER TO PREVENT INSULATION FROM ENTERING 30 x36 LOCKABLE AGGE55 HATCH 2"x4" WALLS TO Oi Z DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 ACCOMMODATE `t NEW EXHAUST FAN SHALL BE INSTALLED WHERE II 3 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 26 VENTILATION 15 NOT MET BY MEANS OF NATURAL LNDR 0 S PLUMBNG FLUE _ i THERMAL ENVELOPE OF BUILDING). _ 0 CIRCULATION THROUGH WINDOWS OR DOORS TO 2oq . _ m 5.INSTALL AS PER MANU. 5PEC.'s w OUTDOOR SPACES AS PER NYS MECH. GORE SECTION 24 18 5M/GO m 201 21 403.3.2.3; INSTALL AS PER MANU. SECS ~Q _ (WALLJ ABOVE-GROUND PROPANE TANKS: NEW PLUMBING FIXTURES: 4' OY2"------ - O 5M/GO ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2T I. EXISTING (2) ABOVE-GROUND PROPANE TANKS;DETACH d 31 SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. RESET AS REO.V FOLLOWING CONSTRUCTION PROJECT: - 4-OY2 - (14 RI 5" E DG ------- 2.INSTALL UPON 4" THK. REINF. GONG. SLAB;ANCHOR TO SLOPING 0 G1-• 13) Tr ® I " O 0 z SLAB d FOUND. WALL A5 PER DETAIL I6/A-402 GEILIN6 208 G _ 2p2 ' NEW FLOOR: 3.INSTALL A5 PER MANU. SPEC.'S PROPOSED _ m U 0-71 ® I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); SARAKATSANNIS UNFINISHED -� , A-302 A-302 3- „� SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® 4.PROPANE TANK TO SUPPLY FIREPLACES,DRYER, UNCONDITIONED 2- - INTERIOR. 6ENERATOR.00ONTRACTOR TO OL EOUIPMENT, OUTDOORWITHBQpAND SPACE 2o'I WA LL ALL 2.NEW FINISHED FLOOR PER H.O. SELECTION ELECTRICAL METER: RECONSTRUCTION O 14-OY2 / �� ti 26 FRAMING TO FT NEW TILE FLOOR: 28 INSTALL NEW ELEC. METER A5 PER NYS MECH. CODE, i ACCOMMODATE /� ONN in 2O3 PLUMBING O 1. NEW TILE FINISH (H.O. TO SELECT) UPON UTILITY CO. STANDARDS 0 2O4 L 4 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON CONCRETE APRON -I 5 7 q I O 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 2q I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 750 BROOKS RD A-501 qA �. 5 A q PROF. A-501 4.NEW " PLYWOOD SUBFLOOR BENEATH (6LUE 4 SCREW); O SMOOTHLY FROM SLAB EL. TO GRADE - PROP. BATHROOM SCREW PERIMETER OF SHEATHING 6 O.G. $ 12 O.G. ® 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 SOUTHOLD, 11944 r SM/GO - 13"i S.F FT INTERIOR. 3. CROSS SLOPE MEASURED PERPENDICULAR TO B.R. 8 - TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:45 74 S.F. O NEW BATHROOM FLOOR: (2% SLOPE) VENT 3'-8" EDROOM HVAG b 26 qA - ALL FULL BATHROOMS TO HAVE HEATED FLOORS 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE DRAWING TITLE: 26 127 S.F. RETURN _ - BATHROOM WILL NOT HAVE HEATED FLOOR VENT o o 0 , 30 GENERATOR: PROPOSED SECOND FLOOR PLAN (SOFFIT) in 205 d SEPTIC SYSTEM HOUSE 00 NEGTION: I. EXISTING GENERATOR;DETACH 4 RESET AS REO.V 7.5 m >< 10 I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION FOLLOWING CONSTRUCTION 1 ET 4 D F 4 2 R-23 OT76 DATED 5/Ob/24.SEE SOVI-15 APPROVED 5 UNDER REFERENCE NO. 3.INSTALL AS PER MANU. SPEG2.INSTALL UPON J,,0. M ELEVATED ABOVE DFE. - - _ _ _ - - - - - - - - - - 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" �, ■ MINIMUM FROM BUILDING FOUNDATION WALL. 31 CHIMNEY FLUE I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF NL NEW LAUNDRY CLOSET: #105 OR UL #105 HT) - INSTALL AS PER MANU. SPEG.'s. il'-4Y2" II'-10" I '-q%2" 8'-q" II I. NEW WASH /DRY HOOK UP 2.PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR PAGE: 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s EQUAL) AT ALL PENTRATIONS AT w/51ZE OF EQUIP. FLOORS/WALLS/CEILINGS;PRODUCT CONFORMS TO II 3.PROVIDE HOOK UPS A5 REQ'S PER MANU. 3 MECHANIC 1AL FLUE TO EXTENDU3'�O�MIN.ABOVE THE s ��*� f. 46-3 -. 00 DRYER EXHAUST NOTE: POINT OF ROOF PENETRATION d 2'-0" MIN. ABOVE ANY ■ A1 uAol*' D N 1. DUCT SHALL TERMINATE TO EXTERIOR ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0 11 . cu i IL U. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY N z IL z IL FUTURE SOLAR ELECTRIC RESERVED SPACE pp p OPENINGS ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED to dl 3.DUCT SIZE AS PER MANU. 32 NATURAL LIGHT VENTILATION } SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER DATE: 08/18/24 9 OF 24 (HABITABLE 5PAGE) 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO INSTALLATION AND SHALL BE LABELED "FOR FUTURE FLOOR AREA 126 S.F. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SOLAR ELECTRIC", PER NY5 EGG RA103.-I SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO FUTURE SOLAR-READY INTERGONNEGTION PATHWAY EXCEED 8 FEET AND SHALL BE LISTED AND LABELED 33 PROPOSED PATHWAY SHALL PENETRATE ROOF AND S.F. REQ. S.F. PROV. IN ACCORDANCE WITH UL 2158A. b.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RIGID PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL LIGHTING;MIN. 8% SOLAR-READY ZONE OF FLOOR AREA 10.1 S.F. 20A 5.F. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 34 MINIMUM ROOFTOP AGGE55 CLEARANCES PER D RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST f ��'' 4% OF VENTILATION; 5.FLOOR AREA SCREWS S.F. 11.'1 S.F. ,. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL NY5 PC, R324.6. 'i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 b ' '`a` t (} FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 410° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES c NOT INCLUDE THE TRANSITION DUCT. c%.-,o11Eo0Nr�) FLOOR FLAN 12 SEE SPEGCIIFIICATIONS AT ELEVATION NOTES 0 1,28ci.2 5.F. HAE317AE3LE Sf'AGr-; 1,581 .2 5.1-. OROSS FLOOR AREA SCALE: 1/4" = I'-O" 13 GUTTER HIGH POINT (TYP.) 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) E I `� A �� FLOOR PLAN NOTES HIGH EFFIGNGY LAMPS: NOT LESS THAN g0`Xi OF THE PERMANENTLY INSTALLED DOOR NOTE: LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NEW MEGH. AREA: LAMPS, A5 PER 2020 NY5 EGG R404.I O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 15 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S NEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL Q _ EXISTING TO BE DEMOLISHED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT SOUND BARRIER WITHIN INTERIOR WALLS FLOORS: Q WOOD FRAME (L.G. STL. UNITS AS PER NY5 MG 306.1 ON PLANS BY 'THERMATRU' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES FILL INTERIOR WALLS d FLOORS WITH INSULATION TO PROVIDE 0 WHEN APPLICABLE) ^ 3.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NY5 MG 804. A SOUND TRANSMISSION CLASS (STG) FOR AIR-BORNE NOISE OF 0 EXISTING TO REMAIN II PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT,REROUTE, 6 RECONNECT NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E q0. FOUNDATION WALL PLACE DOORS 4" MIN. FROM PERPENDICULAR 4. Lu NEW WOOD FRAME (L.G. NEW FOUN WALLS, U.O.N. EQUIPMENT TO EXIST. PIPING AS REQ.'D. J CD STL. WHEN APPLICABLE) C 5.INSTALL AS PER MANU 5PEC.'5 TYPICAL MECHANICAL AREA NOTES: HOT WATER PIPING INSULATION: Cy) 6.PROVIDE (2) VxIO" HDR.,U.O.N. Q +-+ (\J MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED MIN. SEE PAGE G-005 FOR ALL OTHER FRAMING 1. FOR HP. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE ® "DUROGK" (OR EQUAL) INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE •� POST FOR 4" WALLS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WOOD FRAME (L.G. STL. 2. FOR HD. FR. WALLS - PROVIDE (1) LAYER OF 5/8° FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 6 R403.5: O WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL STAIR 4 RAILING NOTE: TYPE "X" OYP. BD. UL U305 (OMIT ON GONG. WALLS) P05T FOR b" WALLS), U.O.N. O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" R1 6 MIN. 10" 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 1. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING - 0 NEW 2-HR FIRE RATED Tr - RISERS SHALL BE CLOSED 5PEC.'s AND AS PER NY5 MEGH. AND FUEL OAS CODE FLUIDS >I05°F OR <55°F (R403.4) WOOD FRAME (L.G. 5,rL. 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 2. PIPING J" AND LARGER IN NOMINAL DIAMETER z O L WHEN APPICABLE) NOT EXCEED THE SMALLEST BY MORE THAN ". IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 3. PIPING SERVING MORE THAN (1) DWELLING UNIT f2 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5". 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE x N 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 4.1. BETWEEN CLEAR HE16HT d HANDRAIL5: 56" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL MANIFOLD 0 a-J 1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. EMERGENCY SHUT OFF SWITCH 6. PIPING LOCATED UNDER A FLOOR SLAB O O m a-' C9 r- 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 21 1. BURIED PIPING -� 'T MIN. . FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH a--� � 0 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN 5, LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER 5. SUPPLY k RETURN PIPING IN RECIRCULATION SYSTEMS -J N ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE OTHER THAN DEMAND RECIRCULATION SYSTEMS. Q Q OR MORE RISERS, AND WHERE SHOWN ON PLANS. "I. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT 4 d 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51MEM CONNECT TO SANITARY SYSTEM AS PER NY5 ? WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. IO.APPLIANCE5 JOINED THROUGH A COMMON NATURAL 1. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ALLOW PA55AGE OF A 4" 0 SPHERE;56" H16H SECTIONS OF 2020 NY5 RG 6242'1. HANDRAIL. 5. 6RIPPABLE RAIL AS PER CODE. A/C CONDENSERS: Q. RAILING TO BE WOOD. 16 I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" OR APPROVED EQUAL. OSMOKE DETECTOR / GO DETECTOR NOTES: 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). •� SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 5.INSTALL AS PER MANUFACTURER 5PE05. v HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 4.INSTALL CONDENSERS ABOVE DFE UPON WALL HUNG 2.INTERCONNECTION BETWEEN NEW b EXI5TIN6 DEVICES BRACKETS BY "BRAMEG" (OR EQUAL). BRACKETS v • SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SHALL BE RATED TO CARRY 6RO55 WEIGHT OF A/C „ ` ARE NOT INTERCONNECTED, AS PER NYS R314.4. CONDENSER 6 ITS MATERIALS SHALL BE HOT DIPPED (`JI/1 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND GALVANIZED OR HAVE EPDXY COATED PAIN. � M PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. CONTRAGTER SHALL VERIFY PRIOR TO INSTALL. w 4.SMOKE /CO DETECTORS TO MAINTAIN 3' MIN. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS APPLIANCE, AND AT LEAST V FROM WINDOW5/DOOR5 ' Q OPENIN65 TO BATHROOMS w/SHOWER OR TUB. WHENEVER POSSIBLE. 5.INSTALL ALL AS PER MANU. 5PEG.'s HYDRONIG AIR HANDLERS: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE IR I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM"WINDOW NOTE: OR APPROVED EQUAL;(1) AT GARAGE, 6 (1) IN ATTIC. 0 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES O 1. ALL NEW WINDOW5 I$ DOORS SHALL BE ANDERSEN THROUGH WALLS OR CEILIN6. CASEMENT, DOUBLE-HUNG, OR 6LIDIN5 (AS NOTED). 3.INSTALLER TO PROVIDE BLOCKIN6, PIPING, AND • INSTALL AS PER MANU. SPEC.'S. ELECTRICAL AS REQUIRED FOR MOUNTING Q , ^ 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; INSTALLATION �/J SEE DESIONATION5 d WINDOW SCHEDULE. 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER n 1 3.FOR SUBSTITUTIONS, SEE NOTE #q IN GLASS WINDOWS REQUIREMENTS OF A/G B HEATING SYSTEM (SEE <jJ AND DOORS" ON PACE 6-002. THERMOSTAT FOR ZONE DESIGNATION). 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE. 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT Q 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH WATER/BOILER COMBO TO NEW COIL. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 6 OPERABLE PANELS OF THERM05TAT: 5WIN61N6,5LIDING, $ SIFOLD DOORS 1b I. PROVIDE THERMOSTAT FOR 2 ZONES: 6.2. WITHIN IVA OF F.F. - ZONE I: FIRST FLOOR 6.5. WITHIN 24" OF A DOOR - ZONE 2: SECOND FLOOR 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING 2. H.O. TO SELECT MODEL; INSTALL AS PER 6.5. WITHIN TUB/5HOWER ENCLOSURES MANUFACTURER SPEC.'S 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 COMBINATION BOILER 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND IQ NEW NAVIEN NCB-250/150H CONDEN51N6 PROPANE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). (2) 2'xl0 HEADER U.O.N. I. VENT THROUGH WALL. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. F.A.I. THROUGH WALL. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 3. INSTALL PER MANU. SPEC.'S LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN-12" 4. TO BE INSTALLED UPON WALL AND ABOVE DFE. ABOVE GRADE OR THE ADJACENT SURFACE AT THE SUILDIN6 EXTERIOR. INDIRECT HOT WATER STORAGE TANK o • NEW 50 GALLON (CONFIRM W/ H.OJ INDIRECT HOT EGRESS NOTE: WATER STORAGE TANK IN COMPLIANCE WITH NEW YORK STATE BUILDING INSTALL UPON PLATFORM ABOVE DFE GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF INSTALL PER MANUFACTURER 5PEG.15 EGRESS SHALL BE FOLLOWED: NEW FIREPLACE: 21 I. PROVIDE NEW PROPANE OAS-BURNING FIREPLACE INSERT; NET CLEAR OFENINO........... 5.-1 S.F. • FIRST FLOOR - DOUBLE-SIDED;H.O. TO SELECT. NET CLEAR HEIGHT............... 24" MINIMUM . MASTER BEDROOM - CORNER;H.O. TO SELECT. D NET CLEAR WIDTH................. 20" MINIMUM 2. CONNECT AS PER MANUFACTURER SPECS. O i TYPICAL BATHROOM NOTE: 3. PROVIDE ALL NEGE55ARY VENTING I. WALL BOARD FIRST FLOOR - THROUGH ROOF OAll I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN A, MASTER BEDROOM - DIRECT VENT THROUGH WALL ALL BATHROOMS FREEZE PROOF H05E BIB: 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 22 FASTENED w/ MASONRY ANCHORS (PRECISE TUB SURROUNDS LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) 8'-3y2" Q'-Oy2" 2. SHOWER FLOORS 5-q 5-Sy2 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ELEGTRIGAL PANEL: - - - - - - - - - - - - 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 23 NEW 200 AMP ELEGTRIGAL PANEL LOCATION; - - TOWARDS DRAIN) UPON O ALL INSTALLATION AS PER NYC, ELECTRICAL CODE. 2.5. WATER PROOF MEMBRANE TO COVER 5HOWER FLOOR, WRAP DRAIN S ATLEAST IS" UP WALLS ROOF ROOF FLOOR DRAIN: N ROOF I ROOF \ SLOPE SLOPE / NEW ATTIC ACCESS - PULL-DOWN STAIRS: NEW 3" OUARDED FLOOR DRAIN W/3" TRAP. �- SLOPE SLOPE 1. MIN. 550 # CAPACITY FOR DRAINS 5ERVIN6 CONDENSING MECHANICAL w \ \ I 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 24 UNITS,ENSURE CONDENSATE NEUTRALIZER KIT LL w 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. INSTALLED PRIOR TO FLOOR DRAIN. IL / / O qO 4.WEATHERSTRIP ACCESS OPENING 6 PROVIDE R-4q V 0 O \ I \ J INSULATION ABOVE w/kV. FR. (OR EQ.) BAFFLE OR 25 EXTERIOR CRAWL SPACE AGGE55 HATCH: cV N \ O l�1 0 0 O \ / RETAINER TO PREVENT INSULATION FROM ENTERING O 30 x36 LOCKABLE AGGE55 HATCH � 0 N R, / H DWELLING WHEN OPENED, A5 PER NY5 EGG R402.2.4 NEN EXHAUST FAN SHALL BE INSTALLED WHERE - - - -cY- - - � A:I \ _ - - - (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE VENTILATION VENTILATION 15 NOT MET BY MEANS OF NATURAL IL - IL THERMAL ENVELOPE OF SUILDIN6). O CIRCULATION THROUGH WINDOWS OR DOORS TO p O / PROPOSED \ \ p 5.INSTALL AS PER MANU. SPEC.s OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION W OL / - - - KNEE WALL _ - - N 405.5.2.5; INSTALL AS PER MANU. SPECS Q / I in / PROPOSED I �` NEW PLUMBING FIXTURES: ABOVE-GROUND PROPANE TANKS: KNEE WALL 6-`1�2 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 2"I I. EXISTING (2) ABOVE-GROUND PROPANE TANKS;DETACH 4 - SEE ALSO PLUMBINO GENERAL NOTES ON PAGE 6-002. RESET AS REO.'D FOLLOWING CONSTRUCTION PROJECT: _ PROPOSED 2.INSTALL UPON 4" THK. REINF. GONG. SLAB;ANCHOR To i ROOF SLOPE KNEE WALL NEW FLOOR: SLAB $ FOUND. WALL AS PER DETAIL 16/A-402 UNFINISHED ROOF O I. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE d SCREW); 3.INSTALL A5 PER MANU. SPEC.'S SARAN\ATSAI�N'S L _ _ UNCONDITIONED I SLOPE ;� SCREW PERIMETER OF SHEATHING 6" O.G. t 12" D.G. ® `.PROPANE TANK TO SUPPLY FIREPLACES,DRYER, INTERIOR. STOVETOP,POOL EQUIPMENT,OUTDOOR 550, AND RECONSTRUCTIONPROP. I 2.NEW FINISHED FLOOR PER H.O. SELECTION GENERATOR. CONTRACTOR TO V.I.F. WITH H.O. ATTIC ELECTRICAL METER: 1044 5.F. I I I NEW TILE FLOOR: 28 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, # CL6. H5HT. I O I. NEW TILE FINISH (H.O. TO SELECT) UPON UTILITY CO. STANDARDS AHU 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON N CONCRETE APRON ' I 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 1. PROVIDE CONCRETE APRON SLAB TO TRANSITION 750 BROOKS RD 2Q - 1 4.NEW " PLYWOOD 5USFLOOR BENEATH (6LUE d SCREW); SMOOTHLY FROM SLAB EL. TO 6RADE SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 SOUTHOLD, 11944 INTERIOR. 3. CROSS SLOPE MEASURED PERPENDICULAR TO \ 31 Q N NEW BATHROOM FLOOR: (2 TRAVELL � APRON SHALL BE NO STEEPER THAN 1:48 \ A-502 EA - ALL FULL BATHROOMS TO HAVE HEATED FLOORS 4. BROOM FIN15H TO PROVIDE SLIP-RESISTANT SURFACE DRAWING TITLE: \ - - BATHROOM WILL NOT HAVE HEATED FLOOR GENERATOR: PROPOSED 3o PROPOSED ATTIC PLAN KNEE WALL I I SEPTIC SYSTEM HOUSE CONNECTION: I. EXISTING GENERATOR;DETACH 4 RESET AS REQ.'D O \ 1O I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION FOLLOWING CONSTRUCTION 33 1313 \ 6 / \ 2. SEE SCDH5 APPROVED PLANS UNDER REFERENCE NO. 2.INSTALL UPON HD. PLATFORM ELEVATED ABOVE DFE. w-1R-23-O?T6 DATED 05/O6/24. 3.INSTALL AS PER MANU. 5PEG5 N IL 3. PROVIDE CAST IRON SANITARY PIPE EXTENDING 2'-0" H (3 H �y MINIMUM FROM BUILDING FOUNDATION WALL. 31 CHIMNEY FLUE _ _ _ _ _ % _ _ N_ I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF (UL A-301 /l` A-301 NEW LAUNDRY GL05ET: #105 OR UL #105 HT) - INSTALL AS PER MANU. SPEC.'s. I \ II I. NEW WASH /DRY HOOK UP 2.PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR PAGE: 0 / 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s EQUAL) AT ALL PENTRATION5 AT O 0 O \ L Q w/ SIZE OF EQUIP. FLOOR5/WALLS/GEILING5;PRODUCT CONFORMS TO Q'N / \ N KNEE HALL / \ O 3.PROVIDE HOOK UPS AS REO'S PER MANU. ASTM E 814, ASTM E &4, AND UL 14Tq. Alft / ROOF ROOF kJ 3.MECHANICAL FLUE TO EXTEND 3'-0" MIN.ABOVE THE A-0` / SLOPE SLOPE_ \ DRYER EXHAUST NOTE: POINT OF ROOF PENETRATION b 2'-0" MIN. ABOVE ANY 05m0u ' -,Poor- ROOF ' I. DUCT SHALL TERMINATE TO EXTERIOR ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-O". / SLOPE SLOPE \ / \ \ 2 OPENINOSLL TERMINATE MIN. 3'-0" FROM ANY FUTURE SOLAR ELECTRIC RESERVED SPACE O 3.DUCT SIZE A5 PER MANU. ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED j(D \ 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE DATE: 08/18/24 10 OF 24 L - - - - - - - - - - 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC L - I I _ - - - - - - - - - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO INSTALLATION AND SHALL BE LABELED "FOR FUTURE CONNECT THE DRYER TO THE EXHAUST DUCT K 6'-10" k 6'-Oy2" ID'-II" 8'-3y2" q'-4" SHALL SE LIMITED TO SINGLE LEN6 H5,NOT TO SYSTEM FUTURELAR E50 AR-READY INTERCONNECTION PATHWAY EXCEED 5 FEET AND SHALL BE LISTED AND LABELED 33 PROPOSED PATHWAY SHALL PENETRATE ROOF AND IN ACCORDANCE WITH UL 2155A. PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID SOLAR-READY ZONE E METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 34 MINIMUM ROOFTOP AGGE55 CLEARANCES PER ED z RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST NY5 RG R324.6.DUCTS D HALL NOT BE CONNECTED WITH SHEET-METAL SGREWS �� ck! iv° �Or w 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 5' LOCATION TO THE WALL OR ROOF TERMINATION. THE fi MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ': FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. (P C'" 12 SEE NEH OUTT CATIONS AT ELEVATION NOTES •��, �� 4 fi�fi�0i=O.�E17 ITT I G �'LA1� 13 SCALE: I/4" I'-O GUTTER HIGH POINT (TYPJ = " 14 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) i I I FLOOR FLAN NOTES HIGH EFFICIENCY LAMPS: OE I�E � I 5��5 0 L <E� : _ NOT LE55 THAN cqO% OF THE PERMANENTLY INSTALLED +� DOOR NOTE: LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY NEW MECH. AREA: LAMPS, AS PER 2020 NY5 EGG R404.1 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT IS I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S _ NEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL WOOD FRAME (L.G. STL. UNITS a. EXISTING TO BE DEMOLISHED 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT AS PER NYS MG 306.1 WI SOUND BARRIER THIN INTERIOR WALLS 8 FLOOR5• Q WHEN APPLICABLE) ON PLANS BY 'THERMATRU' (OR EQUAL). 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES FILL INTERIOR HALLS b FLOORS WITH INSULATION To PROVIDE EXISTING TO REMAIN 5.NOTE DOES NOT INDICATE EACH NEW DOOR REQUIRED PER NYS MG 604. 0 PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT A SOUND TRANSMISSION CLA55 (5TC) FOR AIR-BORNE NOISE OF LU NEW FOUNDATION WALL 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR NOT LESS 50 AS MEASURED IN ACCORDANCE WITH ASTM E ao. LLJ NEW WOOD FRAME (1_.G. EQUIPMENT TO EXIST. PIPING A5 REQ.'D. 5TL. WHEN APPLICABLE) WALLS, U.O.N. J C6 C 5.INSTALL AS PER MANU 5PEC.'5 TYPICAL MECHANICAL AREA NOTES: HOT WATER PIPING INSULATION: m 6.PROVIDE (2) 2"AO" HDR., U.O.N. Q 4-1 N NEW i-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL '1. SEE PAGE 6-005 FOR ALL OTHER FRAMING 1. FOR PC. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE L0 I I "DUROGK" (OR EQUAL) INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE � � PO5T FOR 4 WALLS I� ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2. FOR HP. FR. WALLS - PROVIDE (1) LAYER OF 5/8 WOOD FRAME (L.C. STL. `I :: FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 d R403.5: � WHEN APPLICABLE) (MIN. (2) 2 x6 STRUCTURAL O STAIR 8 RAILING NOTE: TYPE X GYP. $D. UL U305 (OMIT ON GONG. HALLS) � P05T FOR 6" WALLS), U.O.N. O 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING - } I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI 8 MIN. 10 NEW 2-HR FIRE RA71=D Tr - RISERS SHALL BE CLOSED SPEG.'s AND AS PER NY5 MECH. AND FUEL OAS CODE FLUIDS >105°F OR<55°F (R403.4) a..+ V_ WOOD FRAME (L.G. 5TL. 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT 2. PIPING J" AND LARGER IN NOMINAL DIAMETER N z p WHEN APPLICABLE) NOT EXCEED THE SMALLEST BY MORE THAN 'g". IT CONFORMS TO NYS MECH. AND FUEL OAS CODE 3. PIPING SERVING MORE THAN (1) DWELLING UNIT - 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5". 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE x N 4. 5TAiR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: FRESH AIR INTAKE FROM EXTERIOR 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 36" MIN. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL MANIFOLD X :3 i 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. EMERGENCY SHUT OFF 5WITGH 6. PIPING LOCATED UNDER A FLOOR SLAB O O - (� -1. BURIED PIPING O coa --' r- 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. -I. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF 5WITGH a--+ .4-+ L0 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN 5. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 6• SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS N ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR CLEARANCES AS PER CODE OTHER THAN DEMAND RECIRCULATION SYSTEMS. Q Q d c (5OR MORE RI5ER5, AND WHERE SHOWN ON PLANS. (I. PROVIDE 5" FLOOR DRAIN IF REOV BY EQUIPMENT b G 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED CONNECT TO SANITARY SYSTEM AS PER NY5 WALKING SURFACES LOCATED MORE THAN 50" ABOVE PLUMBING CODE FINISHED FLOOR OR GRADE, # WHERE SHOWN ON PLANS. 10.APPLIANCES JOINED THROUGH A COMMON NATURAL 1. 36" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL 99 ALLOW PA55A5E OF A 4" m SPHERE;36" HIGH SECTIONS OF 2020 NYS RC 62421. 9 HANDRAIL. 6. ORIPPABLE RAIL AS PER CODE. A/G CONDENSERS: g. RAILING TO BE WOOD. 16 I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" OR APPROVED EQUAL. O5MOKE DETECTOR / GO DETECTOR NOTES: 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ZONE (SEE THERMOSTAT FOR ZONE DESI6NATION). SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 3.INSTALL AS PER MANUFACTURER 5PE05. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 4.INSTALL CONDENSERS ABOVE DFE UPON WALL HUNG r , 2.INTERCONNECTION BETWEEN NEW +€ EXISTING DEVICES BRACKETS BY "BRAMEC" (OR EQUAL). BRACKETS v • SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SHALL BE RATED TO CARRY OR055 WEIGHT OF A/C ^ ` ARE NOT INTERCONNECTED,AS PER NYS R314.4. CONDENSER $ ITS MATERIALS SHALL BE HOT DIPPED (W' ) 14 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND GALVANIZED OR HAVE EPDXY COATED PAIN. G T M PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. CONTRACTER SHALL VERIFY PRIOR TO INSTALL. w 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS HORIZONTAL SEPARATION FROM 5UPPLY/RE71)RN DUCTS APPLIANCE, AND AT LEAST 5' FROM WINDOWS/DOOR5 d OPENINGS TO BATHROOMS w/5HOWER OR TUB. WHENEVER POSSIBLE. 5.INSTALL ALL AS PER MANU. SPEC.'S HYDRONIG AIR HANDLERS: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE 17 I. PROVIDE (2) NEW HYDRONIC AIR HANDLER(S) BY "RHEEM" r 1 WINDOW NOTE: OR APPROVED EQUAL;(1) AT 6ARAOE, 6 (1) IN ATTIC. V 2.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES I O 1. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN THROUGH WALLS OR CEILING. (BELOOWH FLAT CASEMENT, DOUBLE-HUNG, OR 6LIDIN5 (A5 NOTED). 3.INSTALLER TO PROVIDE BLOCKIN6, PIPING, AND ROOF DECK INSTALL AS PER MANU. 5PEC.'S. ELECTRICAL AS REQUIRED FOR MOUNTING 4 ' ^ BOARDS) 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; INSTALLATION �J J SEE DESIONATION5 4 WINDOW SCHEDULE. 4.HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER 5.FOR SUBSTITUTIONS, SEE NOTE #g IN "6LASS WINDOWS REOUIREMENT5 OF A/C $ HEATING SYSTEM (SEE W AND DOORS ON PAGE 0-002. THERMOSTAT FOR ZONE DESIGNATION). Q 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. 5. PROVIDE HOT WATER COIL AND CONNECT NEW HOT 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH WATER/BOILER COMBO TO NEW COIL. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLIOHTS $ OPERABLE PANELS OF THERMOSTAT: SWINGING,SLIDING, d BIFOLD DOORS 18 1. PROVIDE THERMOSTAT FOR 2 ZONES: F.F. - ZONE I: FIRST FLOOR 86.5. WITHIN 24" OF A DOOR - ZONE 2: SECOND FLOOR 6.4. WITHIN 5TAIRWAYS b WITHIN 56" OF A LANDING 2. H.O. TO SELECT MODEL; INSTALL AS PER 13 6.5. WITHIN TUB/SHOWER ENCLOSURES MANUFACTURER SPEC.'5 6.6. SEE ALSO GENERAL NOTES ON PAGE 0-002 COMBINATION BOILER I 'T. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND Iq 34 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM NEW NAVIEN NCB-250/150H CONDENSIN6 PROPANE (2) 2"xlO" HEADER U.O.N. WALL-HUNG COMBINATION BOILER (OR APPROVED EQUAL). 1. VENT HALL. 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2. .A.I.TTHRODU6H WALL. NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 3. INSTALL PER MANU. SPEG.'5 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" I/4:12 I/4:12 ROG� AGGE55 4. TO BE INSTALLED UPON WALL AND ABOVE DFE. (BELOW FLAT ( (BELOW FLAT PATrNAY I ABOVE GRADE OR THE ADJACENT SURFACE AT THE ROOF DECK ROOF DECK (pAT�y Av #2) BUILDING EXTERIOR. INDIRECT HOT WATER STORAGE TANK BOARDS) I BOARDS) • NEW 50 GALLON (CONFIRM W/H.OJ INDIRECT HOT �j ROUTE DOWNSPOUT EORE55 NOTE: WATER 5TORA6E TANK BELOW STAIR TREAD 8 IN COMPLIANCE WITH NEW YORK STATE BUILDING 0 INSTALL UPON PLATFORM ABOVE DFE 13 INTO ROOF DECK GUTTER CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 0 INSTALL PER MANUFACTURER SPEC.'S E6RES5 SHALL BE FOLLOWED: NEW FIREPLACE: 21 I. PROVIDE NEW PROPANE OAS-BURNING FIREPLACE INSERT; m NET CLEAR OFENINO........... 5.4 S.F." MINIMUM FIRST FLOOR - DOUBLE-SIDED;H.O. TO SELECT. • NET CLEAR HEIGHT............... 24 MASTER BEDROOM - CORNER;H.O. TO SELECT. 14 13 I 13 1 13 NET CLEAR WIDTH................. 20" MINIMUM 2. CONNECT AS PER MANUFACTURER SPE05. = x 0~Y N 3. PROVIDE NECESSARY G THROU6H ROOF G O 0 w-1 w a TYPICAL BATHROOM NOTE: u-a w m 5 I. HALL BOARD FIRST FLOOR •I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN MASTER BEDROOM - DIRECT VENT THROUGH WALL ALL BATHROOMS FREEZE PROOF HOSE BIB: _ _ _ _ - \ 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND - - - - - - TUB SURROUNDS - - - - - - 41- - - - - - � - - - - - - - - 22 FASTENED w/MASONRY ANCHORS (PRECISE O \ -� 2. SHOWER FLOORS LOCATION T.S.D. IN FIELD - CONSULT w/OWNER) \ 34 I I 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON ELECTRICAL PANEL: 2.2. (SLOPE I/8" PER FOOT 23 NEW 200 AMP ELECTRICAL PANEL LOCATION; TOWARDS DRAIN) UPON O.H. I 4" 2.5. WATER PROOF MEMBRANE TO COVER SHOWER ALL INSTALLATION A5 PER NYC, ELECTRICAL CODE. N I 12:12 12:12 I 12:12 12:12 O.H. FLOOR,WRAP DRAIN d ATLEAST 16" UP WALLS FLOOR DRAIN: NEW ATTIC, ACCESS - PULL-DOWN STAIRS: NEW 3" GUARDED FLOOR DRAIN W/ 3" TRAP. F cV I \ I tri I O I. MIN. 550 # CAPACITY FOR DRAINS 5ERVIN6 CONDENSING MECHANICAL w \ I 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 24 UNITS,ENSURE CONDENSATE NEUTRALIZER KIT 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. INSTALLED PRIOR TO FLOOR DRAIN. 0 4,WEATHERSTRIP ACCESS OPENING t PROVIDE R-4q EXTERIOR CRAWL SPACE ACCESS HATCH: v INSULATION ABOVE w/ HP. FR. (OR EO.) BAFFLE OR 25 30"x36" LOCKABLE AGGE55 HATCH 4��1 RETAINER TO PREVENT INSULATION FROM ENTERING 8" w DE RIDGE 5ETBAG< - DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 ry I `J I (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE NEW EXHAUST FAN SHALL BE INSTALLED WHERE 26 VENTILATION 15 NOT MET BY MEANS OF NATURAL 5. INSTALL ASTHERMAL NPEROMANU. SPEC.'S Lu �i _ _ _ CIRCULATION THROUGH WINDOWS OR DOORS TO 0 r OUTDOOR SPACES A5 PER NYS MEGH. GORE SECTION F. 0�{ 1 _ _✓ _ _ _ _ Q I7. 403.3.2.3; INSTALL AS PER MANU. SPECS Q� no 12 NEW PLUMBING FIXTURES: ABOVE-GROUND PROPANE TANKS: ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 21 I. EXI5TING (2) ABOVE-GROUND PROPANE TANKS;DETACH b SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. RESET AS REQ.'D FOLLOWING CONSTRUCTION PROJECT: 2.INSTALL UPON 4" THK. REINF. GONG. SLAB;ANCHOR TO NEW FLOOR: SLAB a!: FOUND. WALL AS PER DETAIL I6/A-402 PROVIDE ROOF O 3.INSTALL AS PER MANU. SPEC.'S SARAKATSAN N I c CRICKET UP-SLOPE I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); �+ ® v SCREW PERIMETER OF SHEATHING 6" O.G. s 12" O.G. ® 4.PROPANE TANK TO SUPPLY FIREPLACES,DRYER, N x 34 OF CHIMNEY CHASE 12:12 12:12 13 STOVETOP, POOL EQUIPMENT, OUTDOOR BBQ, AND RECONSTRUCTION I W I. / 34 I/ 1 to [Yl I �r 2.NEW FINISHED FLOOR PER H.O. SELECTION GENERATOR. CONTRACTOR TO V.I.F. WITH H.O. ELECTRICAL METER: / / I w NEW TILE FLOOR: 28 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, $ / I O I. NEW TILE FINISH (H.O. TO SELECT) UPON UTILITY 00. STANDARDS C) SOLAR-READY C] 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 12:12 ty ZONE y CONCRETE APRON I I 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 2g I. PROVIDE CONCRETE APRON SLAB TO TRANSITION 750 BROOKS RD 8" tNID RIDGE S=TBAG< I / i �� +y O ? d v 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE d SCREW); SMOOTHLY FROM SLAB EL. TO GRADE Q I SCREW PERIMETER OF SHEATHING b" O.G. t 12" O.G. ® 2. APRON SLOPE SHALL BE NO STEEPER THAN 1:12 SOUTHOLD, 11944 _{ { a Ll INTERIOR. 3. GROSS 5LOPE MEASURED PERPENDICULAR TO 8" r�'DE RIDGE 5 7BAG< I < I ( TRAVEL OF APRON SHALL BE NO STEEPER THAN 1:4a N NEW BATHROOM FLOOR: (2% SLOPE) 31 I gA - ALL FULL BATHROOMS TO HAVE HEATED FLOORS 4. BROOM FINISH TO PROVIDE SLIP-RESISTANT SURFACE DRAWING TITLE: BATHROOM HILL NOT HAVE HEATE 5EPTIG SYSTEM HOUSE GONNEGTIOND FLOOR _ 30 GENERATOR: PROPOSED ROOF PLAN I. EXISTIN6 GENERATOR;DETACH d RESET AS REO.V 33 I IO I. LOCATION OF SEPTIC SYSTEM HOUSE CONNECTION FOLLOWING CONSTRUCTION I-I 8" WIDC R DG� SCTcAG< I_I 2. SEE 5CDH5 APPROVED PLANS UNDER REFERENCE NO. 2.INSTALL UPON WD. PLATFORM ELEVATED ABOVE DFE. A-301 A-301 R-23-0776 DATED 05/06124. 3.INSTALL AS PER MANU. SPEG.'5 12:12 8" W'D= RIDGE 5 'B.AGK PROVIDE CAST IRON SANITARY PIPE 6 2'-0" 31 CHIMNEY FLUE v X I'-6' - - - --- - --- -- --- ---- -- ---- ---- ---- -- ---- ---- --- -- -- --- --- -- cV I I'-6° I. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF (UL b 1 MINIMUM FROM BUILDING FOUNDATION WALL w O,H,'I I - N O,H. NEW LAUNDRY CLOSET: #103 OR UL #105 HT) - INSTALL AS PER MANU. 5PEG.'s. Q Q - - II I. NEW WASH / DRY HOOK UP 2.PROVIDE "ASE5CC FF200 FR EXPANDING FOAM" (OR PAGE: 11� I I EQUAL) AT ALL FFNTRA71ONS AT 2.COORDINATE LAUND. ROOM 8 DOOR DIM.s w/ SIZE OF EQUIP. FLOOR5/WALL5/0EILIN65;PRODUCT CONFORMS TO �A 3.PROVIDE HOOK UPS AS REQ S PER MANU. ASTM E 514, A57M E 54, AND UL 147g. Igo Q 12:12 12:12 , 12:12 12:12 �� 3.MECHANICAL FLUE TO EXTEND 3 O MIN. ABOVE THE I DRYER EXHAUST NOTE: POINT OF ROOF PENETRATION $ 2'-0" MIN. ABOVE ANY0 6■ 0(a I. DUCT SHALL TERMINATE TO EXTERIOR ADJACENT COMBUSTIBLE STRUCTURES WITHIN 10'-0". - - - - 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY FUTURE SOLAR ELECTRIC RESERVED SPACE OPENINGS 32 - - - - - - - - - - - - - - - - - - - - - 1� - - - - - - - - - - - - - - 3.DUCT SIZE AS PER MANU. ELECTRIC SERVICE PANEL SHALL HAVE A RESERVED 1p i 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER SPACE TO ALLOW THE INSTALLATION OF A DUAL POLE DATE: 08/18/24 11 OF 24 O B 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CIRCUIT BREAKER FOR FUTURE 50LAR ELECTRIC _ * CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO INSTALLATION AND SHALL BE LABELED "FOR FUTURE 14 13 m O 13 13 01 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SOLAR ELECTRIC", PER NY5 EGG RA103.1 12 r SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO FUTURE SOLAR-READY INTERCONNECTION PATHWAY EXCEED 6 FEET AND SHALL BE LISTED AND LABELED 33 PROPOSED PATHWAY SHALL PENETRATE ROOF AND r-7 -1 14 IN ACCORDANCE WITH UL 2155A. PARTITIONS BENEATH TO REACH ELECTRIC SERVICE PANEL L __I L_J L_J 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID SOLAR-READY ZONEJ � x_ METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS O 0] MINIMUM ROOFTOP AGGE55 CLEARANCES PER m RUNNIN6 IN THE DIRECTION OF AIR FLOW. EXHAUST 34 6. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL NYS RG R324. r , `� ',�, •, }'� 13 12 SCREWS ��, •....� •� �� , y -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER to LOCATION TO THE WALL OR ROOF TERMINATION. THE O MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 E} N FEET FOR EACH 45° BEND AND 5 FEET FOR EACH g0° BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. Z O NEW GUTTER FROFOSEC� ROOF PLAN 12 SEE SPECIFICATIONS AT ELEVATION NOTES 13 SCALE: 1/4" I'-O" GUTTER HIGH POINT (TYP.) = 14 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) PROPOSED ROOF: 20.8 5F (5:295.6 OF) PAST PYRAMID LINE ELEVATION NOTES FROM AVO. ORAME; 2.4 5F (51.1 OF) PA5T PYRAMID LINE FROM DFE PROPOSED ROOF: NEW FLOOD VENTS BY SMART VENT' (TYP) h 5F (7.1 OF) PAST PYRAMID LINE FROM < AVG. GRADE (D&- ui OTYPICAL ROOF INO: LLJ I. SEE NOTE AT BUILDING SECTION FOR MINIMUM _j CD CONSTRUCTION STANDARDS X _7 cy) _7 41 2. H.O. To VERIFY FINAL COLOR 4 MATERIAL SELECTION <f N BEFORE INSTALLATION ------ Lo GRAY ASPHALT ROOF SHINGLES 12 _0 0 2 A 5 • >: (.0 4-J PYRAMID LAW FROM DFE 12 z PROVIDE CONCEALED FLASHING AT ALL ROOF /Z-7-- 0 c N 0 O INTERFACES. co L0 -b >1 2 TYPICAL SIDING: c X :3 C\j 0 4-J 1 G) I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ------ 0 0 W CONSTRUCTION STANDARDS _c 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ------- Lr) PYRAMID LAN FROM EX15T. 4-J C\j 4-J c- m BEFORE INSTALLATION ATTIC 0 AVG. GRADE < NATURAL CEDAR SHAKE SIDINC? - NEW CRAWL SPACE SEE ALSO PLAN NOTE NEW A/0 COND. ON NEW HALL HUNG PLATFORM LLILIL ABOVE DFE; FASTEN AS PER PLATFORM MANU. SPEC.'S. SEE PLAN NOTE. LLLLLLJ LLLLI-LI -0 T NEW WOOD FRAME STAIR: 0 O PROPOSED 6' AZEK FASCIA 2NV Oq PROPOSED 5" AZEK FRIEZE BOARD 11 IT 11 11 11 + _LL d... ...... ..... .... NEW DRYER VENT: SEE NOTE ® PLAN EXISTIN& ROOF: c 25.1 5F (458.4 OF) PAST PYRAMID I-LLLLL L ILL 1 Z NEW FIREPLACE VENT: LINE FROM AVG. GRADE; L II INSTALL FIREPLACE VENT AS PER, MANU. 5PEC.'5 IN FULL 5.5 5F (61.1 OF) FA5T PYRAMID CONFORMANCE v41 VENTING CLEARANCES REQUIRED PEP, LINE FROM DFE U) NYS MO 504. LitiL SEE ALSO NOTE ® FLOOR PLANS. (D NEW MECHANICAL UNIT DI ZECT VENT: Mill 'Ill FF_-jl_Ff=jloF7_1 F-jil 1 11 LAM 0 INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. I ❑ 113_ ❑__❑@ SPEC.'S IN FULL CONFORMANCE Pq/VENTINO LLL L CLEARANCES REQUIRED PEP, NY5 Mr, &04. LLiL ill 15T F.F. SEE ALSO NOTE ® FLOOR PLANS. DODO7-77 1 1 1 1 77-13 7-T-7-1 11 1 1 1 NEW MECHANICAL UNIT FRESH AIR INTAKE: 11111 INSTALL AS PER MANU. SPEC.'S NEW BATHROOM VENT: 14 VENT THROUGH WALL OR SOFFIT, AS PER NOTES ON FLOOR PLANS. FREEZE PROOF HOSE BID: FASTENED k4l MASONRY ANC-HOR.5 (FRE015E LOCATION T.B.D. IN FIELD - CONSULT wl OWNER) ROOF VENT HEIGHT: VENT SHALL EXTEND MIN. V-0" VERTICALLY ABOVE THE EXIST. AVG. GRADE POINT OF ROOF PENETRATION 4 MIN. 2'-0" VERTICALLY ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NYS Rr, 0242-1.5.5 SOUTH NE57 ELEVATION (FRONT) 50ALE: 1/4" = I'-a" z Oz w 0 0 -7. \ _u PROJECT: L H SARAKATSAN N IS RECONSTRUCTION I F77TT- 11 11 1111 11 11 h I 750 BROOKS RD SOUTHOLD, 11944 L J Ll J—LLLU iLLLJLL� L DRAWING TITLE: FT FT II F FLLLLhj_l 4'-0 41�011 PROPOSED EXTERIOR ELEVATIONS 12 LLffuLL MIN.. MIN. PAGE: - ----------- L LilL dglbL A L ULILL Ar ■ 0 0 CD • Lil-LIL I �L===\=J L==A Lh DATE: 08/18/24 12 OF 24 _LLLi LLL LL7 Lla LELL I �_ 'j L BREDA V c 0 SOUTH EAST ELEVATION (RIOHT SCE) OF 50ALE: 1/4" = 1'-0" ELEVATION NCTE5 L (D NEW FLOOD VENTS BY 'SMART VENT' (TYP.) z II I6 m 7- 8 a < OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR, MINIMUM Lu CD CONSTRUCTION STANDARDS 12-- cy) .2. H.O. To VERIFY FINAL COLOR $ MATERIAL SELECTION < 4-J c\j BEFORE INSTALLATION LO 0') .GRAY ASPHALT ROOF SHINGLES —12 c; -0 . 0 4-J IIX (.0 OPROVIDE CONCEALED FLA5141NOAT ALL ROOF 0 C\J z 0 INTERFACES. a_ Lo co >) TYPICAL 51DINO: c: 2 x n C\j O I. SEE NOTE AT BUILDING SECTION FOR, MINIMUM 0 4- 1 CONSTRUCTION STANDARDS ATTIC0 M -Z (D 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION 0 4-J 4-J c\1 BEFORE INSTALLATION < 0 NATURAL r-.El:>AR SHAKE 51MINC-7 NEW CRAWL SPACE ACCESS FF1 IT -ffff O SEE ALSO PLAN NOTE 212 NEW A/C COND. ON NEW k4ALI- HUNG PLATFORM 4 4 777-777 ABOVE VFE; FASTEN AS PER, PLATFORM MANU. C�D -T-7 SPEC.'S. SEE PLAN NOTE. O T NEW WOOD FRAME STAIR PROPOSED b" AZE< FASCIA 2Nr:> E E TIM O PROPOSED V' AZEK, FRIEZE BOARD DRYER VENT: /Q TT� h 11 1 1 c 10 5,,F-E, ,N07E ® PLAN z wt Ti T NEW FIREPLACE VENT: T T T 0 SPEC.'S FIREPLACE VENT AS PER, MANU. 5PEC. IN FULL L�I IL=-�Al LL== CONFORMANCE wl VENTING CLEARANCES REWIRED PER oa 11 P -T NYS MC 604. — SEE AL50 NOTE a FLOOR PLANS. NEW ME HANICAL UNIT miRio r VENT: 12 T INSTALL MECHANICAL UNIT DIRECVENT AS PER MANU. T 1 0 T 5FEC,.'5 IN FULL CONFORMANCE P4,1 VENTING TF FIFFT F CLEARANCES REQUIRED PER NYS MC 504. TIFTFFI 17 SEE ALSO NOTE a FLOOR PLANS.13 T NEW MEOHANIOAL UNIT FRESH AIR INTAKE: T INSTALL AS PER MANU. 5PEC.'5 PROPOSED 7 1 RAISED PATIO NEW BATHROOM VENT: 14 VENT THROUGH WALL OR SOFFIT, AS PER NOTES ON FLOOR PLANS. FREEZE PROOF HOSE 515: IS FASTENED H/ MA50NRY ANCHORS (PRECISE LOCATION T.B.P. IN FIELD - CONSULT k4l OWNER) NORTH EAST ELEVATION (REAR) ROOF VENT HEIGHT: VENT SHALL EXTEND MIN. V-0" VERTICALLY ABOVE THE POINT OF ROOF PENETRATION $ MIN. 2'-0" VERTICALLY SCALE: 114" 1'-011 ABOVE ALL ELEMENTS WITHIN 10'-0" MEASURED HORIZONTALLY, AS PER NYS R0 6242-7.5.5 PROF. RIDGE HEIGHT —-—-—-—-—-—-—-—-—-—-—-—-—-—-—- z 0 16 PROPOSED ROOF: 115.5 SF (5,1146.6 OF) PAST PYRAMID PROJECT: LINE FROM A\10. GRADE; 171 r-, 55.6 5F (1,5505A OF) FROM MFE SARAKATSAN N IS RECONSTRUCTION 4 750 BROOKS RD 11111E L� ------- SOUTHOLD, 11944 DRAWING TITLE: 14 —-—-PROP. SECOND FIN. FLR. —-—-—-—- PROPOSED EXTERIOR ELEVATIONS MIN. 10 -LtL I ILI A-202mOo M . . ....... ...... O O PROF. FIRST FLR. ........... -—-—-—-—-—-—-—-—- DATE: 10/17/24 13 OF 24 I 1� 11 1 1 11 11 1 1 h I I 1 11 h I 1 11 11 1 1 11 11 1 1 11 1 11 11 N1 1 11 1 � -—-—-—-—-—-—-—- rn A\/&. PROF. GRADE J, —-—-—-—-—-—-—-—-—-—-—-—- AG CONDENSERS TO BE EXIST. PROPANE TAWS;SEE PLACED ON DWELLING PROP. POOL EQUIPMENT WITHIN ABOVE VFE 5HEP-LIKE STRUCTURE ABOVE DFE NOTE AT PLAN. VENTING AND FILL ACCESS TO BE LOCATED ABOVE VFE el. 1'-0" EXIST. AVG. GRADE —-—-—-—-—-—- NORTH NEST ELEVATION (LEFT SIDE) 50ALE: 1/4" = P-o" BUILDING SECTION NOTES PROVIDE HORIZONTAL BLOGKIN6 BETWEEN NEW ROOFING NOTE (TYP. 5TUD5 SPACED NO MORE THAN 4'-0" IA I. INSTALL NEW ASPHALT ROOF SHINOLE5. VERTICALLY TO PROVIDE ADEQUATE BRACING. Q PR_OPO_5ED _RIDG_E HEI_CHT 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 5.INSTALL (1) LAYER OF 15# BUILDING FELT UNDERLAYMENT ELEV. 7' W +37, W (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS coJ FOR PITCHES FROM 2:12 TO 4:12, OVER ('7 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINGLE OVER RIDGE 4 HIPS (AS REQ'D) Q - 6.PROVIDE RIDGE VENT (AS REOV) -O -1. FLASH ALL VALLEYS ____ - C 5.INSTALL DRIP EDGE AS REOV f ( _ I 17Q ,1. INSTALL ALL AS PER MANU. 5PEG.'s -- - IB NEW ROOFING NOTE (TYPJ_ \ ! -I N Z p I. INSTALL NEW WHITE DUROLAST EPDM ROOF MEMBRANE GO-ORDINATE BIRDSMOUTH / (OR EQUAL) (INSTALLATION, LAPPING OF SEAMS, AND TO ENSURE R.R. NOTCHED 1LLL PROPOSED ATTIC a co 5EALING OF EPDM MEMBR NNE AS PER MANU. SPEC.'S) LESS THAN 25% OF /- C f'.) U ------- ' l � � UPON RAFTER DEPTH (TY \ / PROPOSED ATTIC ELEV. +28.q N O Q X O �-+ 2.1" THK. CONTINUOUS R161D INSULATION (R=5) UPON = --/ m -Z (D 5.CONTINUOUS VAPOR BARRIER(WRAP VAPOR BARRIERILA AROUND PERIMETER OF ROOF INSULATION) UPON N Q C6 4. " THK. PLYWOOD ROOF DECKING (BLOCK ALL SEAMS) CONNECTION 'BI' AS PROP. PROPOSED Q a Q 5. UPON ROOF STRUCTURE AS NOTED SEPARATELY PER PAGE 6-003 2 IA PROPOSED BATHROOM PROPOSED BEDROOM HALLWAY TOILET GL PROPOSED MASTER BATHROOM 6.PROVIDE 4":I'-O" PITCH To✓gARD5 PARAPET SCUPPERS R.R. TO TOP PLATE STUD FILL w/ INSULATIONF HDR (TYP. AND/OR GUTTERS,A5 PER ROOF PLAN. ----� --_ 7. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO FOR ATIOHDR LESS n , 24 FROM INSIDE FACE OF STUD WALL (D S.INSTALL DRIP EDGE AS RE:Q'D ROOD - THAN FULL WIDTH OF EXTERIOR WALLS q. INSTALL ALL AS PER MANU. SPEG.'s ,i i'-, SEE 1 Q / - IG R J" PECK CONSTRUCTION:6" GOMPO COMPOSITE DECK BOARDS UPON - -- • 2"x4" P.T. RIPPED 5LEEPER5 UPON ' �J _____PROP_. SECOND F.F. ` • TPO ROOF MEMBRANE, INSTALLED A5 PER - --- - 3 4 v MANUFACTURER DETAILS UPON pp mm II p �I p ELEV. +Iq.O'NDF • • TAPERED RIGID FOAM INSULATION w/ PERIMETER OF L- u u �, u u �; W� IV , INSULATION WRAPPED IN VAPOR BARRIER,SELECT THICKNESS AS REQ.'D TO PROVIDE J:12 PITCH f 2" -! W STEP-DOWN FROM F.F. EL., UPON • '" THK. DENSDEGK INSTALLED AS PER MANUFACTURER CONNECTION 'GI' A5 SPECIFICATIONS UPON PER PAGE 6-005 • DECK JOISTS AS NOTED ON PLANS(® SPANS OVER 6' STUD TO FLOOR INSTALL IIXII BRIDGING ® CENTER OF SPAN, U.O.N) TO 5TUD ; • PROVIDE R-4a SPRAY FOAM INSULATION BETWEEN D.J. ; _____ PROP. FIRST F.F. (WHEN ABOVE CONDITIONED SPACE ONLY) - ELEV. +10.3' U • PROVIDE 211 THK. SPRAY FOAM INSULATION ® EAVES p PROVIDE NEW INSULATION OTYPICAL ROOF 8 CEILING CONSTRUCTION: BETWEEN BAYS OF EXIST. R.R. o 0 0 2 • NEW ROOFING AS NOTED $ WITHIN CAVITIES BETWEEN • I/2" GDX PLYWD SHEATHINGS (BLOCKING ® ALL PLYWD EXIST. WALL STUDS;PRIOR TO LIFT �i SEAMS) CONNECTION 'E' AS INSTALLATION OF �" THK. (MIN.) / _____ EXIST. FIRST F. • PER PAGE 6-003 GYPSUM BOARD AT (A5 PER R.R., G.J., k G.T. A5 NOTED ON PLANS (® SPANS OVER PROPOSED �- ELEV. +q.2 5' INSTALL "X" BRID61N6 as CENTER OF SPAN, U.O.N.) STUD TO NYG R302.6) P P 5E ENTRRY F Y 5 gA BATHROOM 5 gB, PROPOSED LIVING RM'' 5 5A /J Q • PROVIDE R-4q SPRAY FOAM INSULATION '1" THICK FLOOR ASSEMBLY -___ (R=7/I NCH) • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES -------------------- -- SLAB EL.=8.0' ® REAR OF GARAGE - --- _-- ----- --- ------ - -- ----------------- _--�` ------------- 1 _ _MODIFIED GARAGE _ DFE _- _ __ _ _ _ _ DESIGN FLOOD ELEVATION (DFE) / SLAB EL.=-1.6' ® GARAGE DOOR ENTRY CONNECTION 'DI' AS ELEV. NEW EXTERIOR WALL CONSTRUCTION (TYPJ: 0 HOUSE MEMBRANE (SEE SIDING NOTE FOR SPEC.'S) UPON PROPOSED GARAGE SLAB _ PER PAGE 6-005 O I/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD ELEV. +7.6' NEW STUD TO _ BASE FLOOD ELEVATION (BFE) --- -------- 5EAM5) UPON FLOOR ASSEMBLY ELEV. +TO' • 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE PITCH SLAB 4:12 TOWARD5 GARAGE DOOR OPENING t COORDINATE • MIN. OY BATE INSULATION GRADE ® FRONT OF GARAGE TO % PROP. GRAWLSPAGE 8 • 5/8" GYPSUM BD. WALL FINISH ENSURE TOP OF SLAB LOCATED 2" \__-_PROP. GRADE_® REAR NEW SIDING NOTE (TYP.): ABOVE EXTERIOR DRIVEWAY I. INSTALL NEW VINYL SIDING AS PER ELEVATIONS UPON SGT I ON I -'I -�O I ELEV. +6.0' O 2."TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 5.EXTERIOR WALL CONSTRUCTION AS NOTED SEPARATELY 4.INSTALL ALL AS PER MANU. 5PEG.'s SCALE: 1/4" = I'-O" 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'5. SEE PAGE "0-005" FOR NAILING s STRAPPING DETAILS. 6.SIDING SHALL EXTEND TO 'TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: DOOR SCHEDULE SEE DOOR SCHEDULE FOR ALL CGLA55 DOORS FROM SAME MANUFACTURER O I. FINISH FLOORING TO 5ELEGT - - -- -- FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 2. 3/4" T86 GDX PLYWD. 5UE''FLOOR GLUED s SCREWED DOOR MATERIAL �* CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL I FIRE RATING X BRACE ® MID5PAN _ WINDOW CHART 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST TAG DESCRIPTION MANUFACTURER p 45 MIN. RATED NOTES -_ FLOOR AND FOUNDATION) WIDTH HEIGHT F Q 5ELF-GLOSIN6 EGRESS CLEAR 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS 3 -1 ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT 5A NEW WOOD FLOOR: TAG TYPE MODEL # TEMP. FROV. PROV. WIDTH REOV: 20 PER UNIT PER UNIT I. NEW 6" AMERICAN WHITE OAK HARDWOOD FLOOR FIRST FLOOR - - _ HEIGHT REQ'D: 24" WIDTH HEIGHT WIDTH HEIGHT OPEN R.EQ'D: 5.'1 S.F. O NEW TILE FLOOR: - -� -- -- -- - ��---- -� A (2) - -- - - 5B I. NEW TILE FINISH (H.O. TO SELECT) UPON F -7 101 DOUBLE SWING THERMATRU (2) 3-O 7-oil • • 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON TRANSOM TWT20111 2'-2 �" 2'-I �" 2'-I 2'-I 2.46 5.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 102 SWING JELD-WEN 2'-b" 7'-O" • [� __.-. 4.NEW " T3 G PLYWOOD SUBFLOOR B (2) DOUBLE HUNG TW26510 2'-8 �" 4'-O 2'-7 4'-0 �" b.q2 3.q4 103 DOUBLE SWING JELD-WEN (2) 2'-O" 7'-O" �I I� - ------ l cn SOUND BARRIER WITHIN INTERIOR WALLS 8 FLOOR - G.T (2) DOUBLE HUNG TW28410 2'-10 �" 5'-O �" 2'_q 5'-O �" [� q,7 5.47 w FILL INTERIOR WALLS $ FLOORS WITH INSULATION TO PROVIDE 104 SWING JELD-WEN �I 2-4 7-O • � � --- A SOUND TRAN5M15510N GLASS (ST'G) FOR AIR-BORNE NOISE OF LJ FG (4) DOUBLE HUNG TW28410 2'-10 �" 5'-O �" Lz-1 5'-O �" AL. Jq.73 5.4'1 2 ________ O NOT LE55 50 A5 MEASURED IN ACCORDANCE WITH ASTM E q0. 105 5WING JELD-WEN 2'-6" -7 D.T (1) DOUBLE HUNG TW21C410 3'-0 �" 5'-O g" 2'-11 J" 5'-O �" 5 51 [� 10.45 5.83 - -106 5WIN6 JELD-WEN 2'-4" 7'-O" • D (I) DOUBLE HUNG TW210410 3'-O "� 5'-O 2'-II 5'-0 g" 5.81 10.45 5.83 107 DOUBLE SWING JELD-WEN (2) 2'-0" 7'-O" • E.T (1) DOUBLE HUNG TW21032 3'-O �" 3'-4 J" 2'-II g" 3 g" 6.42 3.62 Q 108 SLIDER ANDERSEN 8'-O" T-O" • __1E F (q) DOUBLE HUNG TW2852 2'-10 �" 5'-4 �" 2'-q 9" 5'-4 �" 5b(o 10.48 5ba loci DOUBLE SWING THERMATRU (2) 2'-6" 8'-o" SCREEN DOOR F.T (2) DOUBLE HUNG TW2852 2'-10 �" 5'-4 �" 2'-q 5'-4 �" 5.86 [� 10.48 5.88 PROJECT: -- -- - .7 - 110 MULTIGLIDE ANDERSEN 16'-O" 7'-O" I �j I G (q) DOUBLE HUNG TW2656 2'-8 �" 5'-8 �" 2'-7 5'-8 �" 5.85 10.3q 5.88 LJ -- SARAKATSAN N IS III i SWING JELD-WEN H (3) DOUBLE HUNG TW20310 2'-2 �" 4'-0 2'-I 4'-0 J" 5.26 3.01 RECONSTRUCTION 112 POCKET JELD-WEN 2'-0" -1'-o" I (6) CASEMENT 0I3 2'-0 3'-O 2'-0 �" 2'-11 �15= GARAGE THERMATRU q'-O" 7'-O" J (8) CASEMENT Gl4 2'-0 4'-O 2'-0 �" 4'-0" 5.q 5.5 -_- - - - 750 BROOKS RD SECOND FLOOR K. (8) AWNING AR21 2'-O I'-5 2'-0 �" 1'-5" 1.7 OA ---- - -- SOUTHOLD, 11944 201 F DOUBLE SWING JELD-WEN (2) 2'-O" =-o- �I L (I) DOUBLE HUNG TWI852 1'-10 �" 5'-4 �" I'-q 5'-4 �" 5.81 5.52 JJ DRAWING TITLE: 202 5WIN6 JELD-WEN 2'-4" 7'-O" M (3) SCREEN1: 2'-8" J 6'-O" BUILDING SECTIONS 203 5WIN6 JELD-WEN 2'-4" ?'-O" N (3) ESCREEN 2'-8" I'-O" -- I - - -- -- ---- � -- - -- ---- WINDOW & DOOR CHARTS 204 5WIN6 JELD-WEN 2'-6" 7'-D" � I� O LE MULLED SCREEN 4'-I" -O" TOGETHER) 205 DOUBLE SWING JELD-WEN (2) 1'-6" 7'-O" I • � _ - -- P (2) 206POCKET JELD-WEN 2'-6" -- 1-Oi;--- PAGE: (�--N -'--I -- -- IVIP I - Q (4) SCREEN 3'-O 6_0 207 5WIN6 JELD-WEN 2-4 7'-O" • __-- 11 -- - - R (4) SCREEN -O" '-O"205 SWING JELD-WEN 2'-4" ■AL__A____ 20q DOUBLE SWING JELD-WEN______1r (2) I'-6" 7'_O11 • �u DATE: 08 1 210 �5WING JELD-WEN 2'-6" 7'-O" I • II �� / 8/24 14 OF 24 211 DOUBLE POCKET JELD-WEN 51-4" 7'-O" LLB �JJJ-Ili �JI� _11 212 SLIDER ANDERSEN 6-o 7-O • • o A `c 213 SWING JELD-WEN 2'-6" 7'-O" I I Ejr ter - Q,s, 214 POCKET JELD-WEN 2-6 7-o • 215 POCKET JELD-WEN -O" I I ` 216 DOUBLE SLIDER ANDERSEN I6'-O" 7'-O" BASEMENT 001 -------HATCH ----- 3'-O" 2'-6" ��I BUILDING SECTION NOTES CREATE 1/4:12 ROOF SLOPE AS NEW ROOFING NOTE (T)P.),_ PER TYP. ROOFING NOTE. USE IA I. INSTALL NEW ASPHALT ROOF SHINGLES. TAPERED RI61D INSULATION (MIN. I" Q 2.INSTALL ICE AND WATER 51-MELD FROM FASCIA UP TO THICK ® OUTER ED6ES) TO CREATE 24' FROM INSIDE FACE OF STUD WALL AND AT VALLEYS HIGH POINT AT MIDDLE OF BLD6. f� 3.INSTALL (1) LAYER OF 15# BJILDING FELT UNDERLAY W MENT (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS IB W CD FOR PITCHES FROM 2:12 TO 4:12, OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) - PROPOSED RIDGE HEIGHT m ------ - Q ._ N 5. CAP NC7LE OVER 6.PROVIDIE RIDGEE VENT AS REOID) (AS REC2'D) s ELEV. +37.�' "7. FLASH ALL VALLEYS _ 6_ 8.INSTALL DRIP EDGE AS REO'D V_ M. INSTALL ALL AS PER MANU. 5PEG.'5 - IB NEW ROOFING NOTE (TYP.),- Z _ I. INSTALL NEW WHITE DUROLAST EPDM ROOF MEMBRANE L .-- (OR EQUAL) (INSTALLATION, LAPPING OF SEAMS, AND N \\ IA t1 CD CD 5EALIN6 OF EPDM MEMBRANE A5 PER MANU. 5PEG.'S) - / I O - 2 x � (V UPON 2.1" THK. CONTINUOUS RIGID INSULATION (R=5) UPON O 4-+ 3.CONTINUOUS VAPOR BARRIER (WRAP VAPOR BARRIER \I� / \ O m ,�' /--_____PROPOSED ATTIC +-J 4 Ln / ELEV. +28.a' AROUND PERIMETER OF ROOF INSULATION) UPON 2 - � N 0 CU 4.J" THK. PLYWOOD ROOF DECKING (BLOCK ALL SEAMS) \\ � Q 0 d UPON PROP. ATTIC UNFINISHED/UN ONDITI NED - 5. ROOF STRUCTURE AS NOTED SEPARATELY 6.PROVIDE 4"W-O" PITCH TOVdARD5 PARAPET SCUPPERS ] PROP G.J. AND/OR 6UTTER5, AS PER ROOF PLAN. 'T. INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL 5.INSTALL DRIP EDGE AS REOV a. INSTALL ALL AS PER MANU. 5PEC.'s IG ROOF DECK CONSTRUCTION: 1 3 4 • J"xb" COMPOSITE DECK BOARDS UPON • 2"x4" P.T. RIPPED SLEEPERS UPON o 4_) • TPO ROOF MEMBRANE, INSTALLED A5 PER MANUFACTURER DETAILS UPON - --- --- U • TAPERED RI61D FOAM INSULATION w/ PERIMETER OF 00 INSULATION WRAPPED IN VAPOR BARRIER, SELECT i THICKNESS AS REQ.D TO PROVIDE :12 PITCH 8 2" i n , W PROP_. SECOND F.F. STEP-DOWN FROM F.F. EL., UPON IC -_ 1 Ia • " THK. DENSDECK INSTALLED AS PER MANUFACTURER 5 - - i -',7 ELEV. +I�I.D' '- SPECIFICATIONS UPON ___ �J \ • DECK JOISTS AS NOTED ON PLANS (® SPANS OVER 5' _ _ t INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) EXIST. F.J. EXIST. F.J. • PROVIDE R-4q SPRAY FOAM INSULATION BETWEEN D.J. - ( CONNECTION 'GI' A5 (WHEN ABOVE CONDITIONED SPACE ONLY) \PER PAGE 6-003 • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES STUD TO FLOOR TO STUD OTYPICAL ROOF 8 CEILING CONSTRUCTION: - - -- -- - -- _-_-_ • NEW ROOFING AS NOTED FILL CAVITY OF HDR w/ PROP. FIRST .F. INSULATION (TYP. FOR ELEV. +10.3' Q • -^ • 1/2 GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD _LL C/J SEAMS) WIDTH F EXTERIOR WALLS O• n l I W R.R., G.J., � G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRID61NO ® CENTER OF SPAN, U.O.N.) • PROVIDE R-4Q SPRAY FOAM INSULATION 7" THICK LIFT (R='1/INCH) IJ L LlEXIST. FIRST F.F. le • PROVIDE 2 THK. SPRAY FoAM INSULATION ® EAVES ELEV. +q.2' 197- NEW EXTERIOR WALL CONSTRUCTION (TYP.): 5 /� O3 • HOUSE MEMBRANE (SEE 51DIN6 NOTE FOR SPEC.'S) UPON SEXIST. F. s • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYI.O J. S' EXIST. F.J. 5EAM5) UPON ----- ---_- -__-- --- --- - DFE _-_-_-_ -_ - -- _-_ _ _ DESIGN FLOOD ELEVATION (DFE) • 2"x6" STUDS ® I6" O.G. w/DBL. TOP PLATE - �( --- - - -- ------------ • MIN. R-21 BATT INSULATION -- - - - N Q CONNECTION D2 AS ' ELEV• O • 5/8" GYPSUM BD. WALL FINISH PER PAGE 6-005 ----- --- DROPPED BEAM 0 _ _ BASE FLOOD ELEVATION (BFE) NEW SIDING NOTE (TYP.): TO F.J. ELEV. O I. INSTALL NEW VINYL 51DINO AS PER ELEVATIONS UPON TYVEK ' 2." " HOUSE WRAP (VENTED) (OR EQUAL) UPON 4 3. EXTERIOR WALL GONSTRUG'�ION AS NOTED SEPARATELY - PROP. SALTWATER POOL PROP. CRAWLSPAGE 4 4.INSTALL ALL AS PER MANU. 5PEG.'s (FILED UNDER SEPARATE cV ` PROP. GRADE. ® REA �t �----------- 5. PROVIDE ALL NECESSARY 'PRIM FOR PROPER APPLICATION) ELEV. +6.0' INSTALLATION 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL PROP. POOL _ OTYPICAL FLOOR 0ON5TRXTION: ELEV. +2.6' 5 I. FIN15H FLOORING TO SELECT 2. 5/4" T86 GDX PLYWD. 5UBFLOOR GLUED 4 5CRR=WED HIGFfEST EXPECTED GROUNDWATER 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -__-_-_ 'X' BRACE ® MID5PAN ELEV. +0.T 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BI-DG. PERIMETER RIM JOISTS 5P 1. NEN 6" A OO ERICAN k4HITE OAK HARDWOOD FLOOR SEGTI ON 2-2/A-502 NEW TILE FLOOR: SCALE: 1/4" = 1'-0" 5B I. NEW TILE FINISH (H.O. TO 5EL.ECT) UPON 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 5.NEW " DUROCK GEMENTBOP,RD (OR EQUAL) UPON 4.NEW " 740 PLYWOOD SUBFLOOR H SOUND BARRIER WITHIN INTERIOR WALLS t FLOORS: w w FILL INTERIOR WALLS d FLOORS WITH INSULATION TO PROVIDE 2 A SOUND TRANSMISSION CLASS (5T(::) FOR AIR-BORNE NOISE OF 2 NOT LE55 50 AS MEASURED IN ACCORDANCE WITH ASTM E LIO. O U cr F- Q PROJECT: SARAKATSAN N IS RECONSTRUCTION ATTIC 750 BROOKS RD SOUTHOLD, 11944 DRAWING TITLE: BUILDING SECTIONS SECOND FLOOR PAGE: #V% Aft j0h A#% 0 DATE: 08/18/24 15 OF 24 BRED R FIRST FLOOR aI, k <� a � yo,f15 !• �1`44��V A9T 7 6 0 a. OF 1� SECTION 5-5/A-502 SCALE: 1/4" = 1'-0" CULTEC HVLV SFCx2 FEED CONNECTOR 1-2 INCH [25-50mm]WASHED, CRUSHED STONE WHERE SPECIFIED CULTEC NO.410 NON-WOVEN GEOTEXTILE AROUND STONE. TOP AND SIDES MANDATORY, CULTEC CONTACTOR 100HD a NATURALLY COMPACTED FILL Q BOTTOM PER ENGINEER'S DESIGN PREFERENCE HEAVY DUTY CHAMBER 0 FINISHED GRADE LU 6.0" [152 mm] MIN. J CD HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE ii fV SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. 5PEG.'5; \\\ �/\ i "E Lf) PLANS AND NOT PROJECTING MORE THAN 42" INTO 12.0' [3.66 m] \\\. /\/\ STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT MAX. COVER DEPTH ° rJ-' tJh'>� ti� 677U-. h > ` *�r <_ 4 PITCHED METAL // / �`� `_ Y� c 7_ c r i i g (v-\_(U� f / n O \ \l \ l\ -� 1 \ , �\� r \ l , \\ �\ _ �` 1 l Y �`.a'' �- \�/ 6.0 [152 m] MIN. — -� O JOIST HANGER BY \ o o c\ yU 'b < c �\ f \ \ << \ c \ _c r 5 c � c�.,c�,� c`, c c J �Vic, `�,Jc �. ,��_, Jc �: "hu � c �'f'c, c 1'' t� } 51MPSON OR EQUAL + 4 c1 C �b _ J�'- �`J _` J J`��; J \ \ +� Q' \/\\ J be.j� c l-� b �J i L\/ < 7/ J�U b" p � j�� f \/\ L Z y r J < O \_ FINISHED FLOOR \ � \ ¢� o .� \'\ � 1 � -- — — — — — — — — — \ r ;< �`.Y . `� \ ` 12.5"[318 mm] CD LO \/\ 7 \ /\ X � CV ✓\< ` l` j O O r-. +- ';�. c`'':`bCl�? L'J�yG\c�.�',�CJ�b<�Uc'�bv�JcTX-Y_J'pb�b pb`�J� '.�V� .J ab'-,JCSJj�pb�b c`st c's c'S'( C� t �:'! c c` ;cam c:f �'� / .� Q m � \ \ '-�> J � J J J_.,b - -,b`b Jc'Z> J. b �\ 's <� g « 6.0" 152 m MIN. " MIN. SPACE BETWEEN [ ] --— — \\ \ cv c c c /\ ' O '1/ C7 V'1 \ J J• J J`� J „J J. WALL AND HANDRAIL \\ �l. , )r \;r _ c ✓ ✓ g \ ✓ ✓ \ \ \ \ \ \ d O 5/4' PINE RISER \ \\\\ \\/\\\/\\ \\ / 5/4" PINE TREAD STANDARDS FOR C RI FP,4SLE HAND RAIL SCALE: NTS CULTEC N0.4800 WOVEN GEOTEXTILE TO BE j PLACED BENEATH INTERNAL MANIFOLD \ 40.0"[1016 mm] MIN. 12.0" [305 mm] MIN. 36.0"[914 mm] FEATURE AND BENEATH ALL INLET/OUTLET 10" �X _ O GROSS SECTION CENTER-TO-CENTER Q �0 z O HANDRAIL PIPES (FOR SCOUR PROTECTION) 1 MIN. P ROUNDED NOSING GLEARANGE CIRCULAR NON-CIRCULAR �J 70 w/Y4" RADIUS w PROJECT ENGINEER OF RECORD OR GEOTECHNICAL CONSULTANT IS RESPONSIBLE FOR \ (NOT INCLUDED IN TREAD DIMENSION) / / ENSURING THAT THE REQUIRED BEARING CAPACITY OF SUB-GRADE SOILS HAS BEEN MET 4nli u \ \ U !4 � • �4„-2„ 2V4" / MV IN. / METER MAX. \ 2 STORM NATER CHAMBER DETAIL 4J MM N \ W \ 0 \ A-401.00 SCALE: NTS • \ N wtu \ / U JU \ U (3) 2"xl2" STRINGERS ® w/ R-21 � / \ � • INSULATION, IF UNDERSIDE 15 FACING 5TORAGE/NON-HABITAL SPACE - \ \ \ \ W nl \ TYP. ROOFING (SEE Q SECTION NOTES) 5TORA5 E UNDER J"' GYP. BD. (WHEN AFFL I OALE3E) I GO-ORDINATE BIRDSMOUTH g TO ENSURE R.R. NOTCHED 2R LE55 THAN 25% OF moopli RAFTER DEPTH (TYP.) SIMPSON CAL\/. N x H2.5A RAFTER TIE TREATED 2"xIV SILL FOR CONTACT BEAM A5 PER w/ GONG. (IF APPLICABLE) STRUCTURAL PLAN G.J. AS PER STRUCTURAL PLAN I _ I FINISHED FLOOR FASCIA BOARD 51MP50N LUS DAL\/. JOIST HANGERS AT FLUSH SM. # LEDGER BD. SIMPSON 50/BG5 P05T GAP; SELECT 51ZE PER PO5T/5EAM5 WIDTH5 INDICATED IN STRUCTURAL PLANS INTERIOR MOOD STAIR DF_TA I L A-401.00 SCALE: 5/4" = 1'-0" 5/4"x6" P.T. P.T. F05T PER PLAN INSIDE DECK BOARDS P.T. DECK JOISTS A5 HB$C PERMAGAST (OR NOTED ON PLANS EXTERIOR SHEATHING AS EQUAL) COLUMN CASING PER SECTION NOTES 5/4" X REO'D SIDING MATERIAL A5 HEIGHT P.T. RISER PER SECTION NOTE 5 Z BUILDING PAPER 0 HOUSE WRAP 5/4"X6" P.T. — — — — — — — — — — — — TO FULLY OVERLAP FLASHING DECK BOARDS 2"x BLOCKING ® EA. 7"FLASHING P OOV ERED FOROH DF_TA I L STRINGER TO MATCH SIZE 5/4"xb"P.T.DECKING U OF P.T. DECK J015TS GAP FOR SEGTION/DETAILS).O.N.ON PLAN/ A-401.00 SCALE: 3/4" = I'-O" DRAINAGE FASTEN 5TRINOER TO BLOGKINO (MIN. FASTENERS) Q I" p NOSING (TYP) " „ METAL DTT DECK TEN51ON 2"xl2" P.T. STRINGERS ® Ib" JOISTS AS PER PLAN FASTENED N/(2) FLASHING TIE 5Y'SIMPSON'(OR 4" THK. x b" WIDE X WIDTH 5/6"0 x 5"LONG HEAVY DUTY GAL. EQUAL) PROJECT: O.G. (MIN. 5 STRINGER5 ® LAG BOLTS m Ib"O.G.INTO MUD SILL t GouxTER OF STAIR P. GONG. PAD\ RIM BD.;WHEN•FOUND.WALL FASTEN EA. STAIRWAY) FLASHING P.T.DECK JOIST w/(2) SON x 5"LONG APPROVED MASONRY ANCHORS• Ib"O.G. AS PER PLAN _ FOUNDATION WALL SA RA KATSA N N I S 2. S P.T. BLOCK IN BETWEEN RECONSTRUCTION EA. STRINGER. FASTENED TO 't X NOTE• P. GONG. PAD w/ 19/64" x m 4 ALL DECKING SHALL BE FASTENED w/COATED DECKING SCREWS BY �/ /�' P.T. POST PER PLAN INSIDE "CALL CONCRETE SCREWS BY t- "DECK MATE" (OR EQUAL) �1 /ATE R I O R L,E D OE R BD. DETAIL HBff O PERMAGAST (OR SIMPSON H2.5A RAFTER GALIBURN (OR EQUAL) - MIN. `T (3) SCREWS PER BLOCK O MIN. EQUAL) COLUMN CASING TIE (OR EQUAL) A-401.00 jSCALE: 3/4" = 1'-0" 5/4"xb" P.T. DECK GRADE ORADE BOARDS 7 50 BROOKS R D - - SOUTHOLD, 11944 EXTERIOR WOOD STAIR DETAIL (2) 1/2"m HOT DIPPED CALV. SIMP50N H2.5A RAFTER DRAWING TITLE: BOLTS ® EA. POST w/ OVERSIZED TIE (OR EQUAL) A-401.00 SCALE: 3/4° = I'-o" WASHERS $ END NUT PREBORED =_ _ z P.T. D.J. AS DESIGN DETAILS INTO BEAM, POST, DECK TIE B cV PER PLAN 5/4 xb P.T. RIM BOARD ASSEMSELY = DECK BOARDS P.T. BEAM AS NOTED - P.T. BEAM AS NOTED ON 50LIM BLOCK ® 12" O.G. = iv 7 P.T. BEAM AS NOTED ON STRUCTURAL PLANS (1) 1/2"41 H.D. DALV. THRU (2) SIMP50N DJT14Z STRUCTURAL PLANS P.T. D.J. PER BOLT W OVERSIZED WASHER DECK JOIST TIE ® HOT DIPPED DALV. STRUCTURAL PLANS 51MP50N DALV. BG52-5/6 6 END NUT PREBORED INTO EA. POST BOLTS ® EA. POST w/ OVERSIZED SIMPSON DALV. BG52-5/4 SIMPSON H2.5A RAFTER POST GAP (OR EQUAL) POST d DECK JOIST TIE P.T. D.J. A5 =- WASHER5 $ END NUT PREBORED PAGE: P.T. D.J. AS P.T. D.J. PER - Z PER PLAN STRUCTURAL PLANS P05T GAP (OR EQUAL) TIE (OR EQUAL) 6"x6" P.T. POST "51MP5ON" ABA44 PER PLAN cV INTO BEAM, POST, DECK. TIE 4 ® COLUMN BASE _ RIM BOARD A55EMBELY SIMPSON H2.5A RAFTER ANCHOR BOLT w/ IV. SIMPSON GAL\/. ABA66Z - - 5/4 xb P.T. DECK TIE (OR EQUAL) MIN. EMBEDMENT DEPTH POST BASE (OR EQUAL) 4 x4 P.T. POST ry Z P.T. BEAM AS NOTED A-4011111111 BOARDS 4 x4 P.T. POST GRADE (V y = SOLID BLOCK ® 12" O.G, SIMPSON DALV. ABA44Z 11 n J"O ANCHOR BOLT w/ Ib" P057 BASE (OR EQUAL) GRADE 11-it•I I• 12"(P '50NOTUBE' FILLED (2) SIMPSON DJT14Z (1) 1/2„4> H.D. DALV. THRU MIN. EMBEDMENT DEPTH • 11 a II II. DECK JOIST TIE ® BOLT w/OVERSIZED WASHER P.T. BEAM AS NOTED cV (lll�. L4° . •. SOLID W P. GONG. 12 50NOTUBE FILLED I 11 Il EA. POST P END NUT DECK INTO ON STRUCTURAL PLANS ° III III if ;II •• (MIN. 4,000 P51) POST DECK JOIST TIE DATE: 08/18/24 16 OF 24 • GRADE SOLID w/ P. GONG. 51MPSON 6ALV. ABA24-2Z 10"� "SONOTUBE" FILLED . ' f4 (MIN. 4,000 PSI) III��• II" �I "SIMPSON" ABA44 P05T BASE (OR EQUAL) SOLID w/P. GONG. III III a11111 ° z ON 5IMP50N H2.5A RAFTER� III II 'I1 ' II• ® COLUMN BASE TIE (OR EQUAL) (V (MIN. 4,000 PSI) •�8�j° I 11I111 P. GONG. CONT. FTC. cV 4 x4 P.T. POST (2) #5 BENT REBAR (2) #5 BENT Ib (MIN. 4,000 PSI) GRADE GRADE a III III o SQUARE FOOT 5F-32 Z O II (CENTER BETWEEN 1 CONCRETE FOOTING i REBAR ;II: �I• „ 47 10 SONOTUBE FILLED 11 z PARALLEL REBAR IN FTCJ SQUARE FOOT SF-22 I 10 SONOTUBE FILLED 11 SOLID w/P. GONG. — it° (2) #5 BENT REBAR II 11 FORM FILLED SOLID - • al , 50LID w/ P. GONG. {1 • '. ��Q C , (MIN. 4,000 PSI) (CENTER BETWEEN CONCRETE FOOTING FORM - w/ P. GONG. (MIN. O, � II• (MIN. 4p00 PSI I I FILLED SOLID w/ P. GONG. O 4,000 PSI); INSTALL z PARALLEL REBAR IN FTC.) I ! a P (MIN. 4,000 PSI); INSTALL PER MANU. SPECS. _ I; I (3) #5 HOR. CONT. REBAR �c.,� L-� � U! l PER MANU. SPECS. ' O (2) #5 HOR. REBAR UPON (2) I I< (4) #5 HOR. REBAR ' #5 HOR REBAR(4 TOTAL) I I p UPON (4) #5 HOR q �k. REBAR (a TOTAL) I I jl 41. a y 2'-0" EXTERIOR WOOD DEOIG DETAIL SCREEN FORC H FOUND. DETAIL SCREEN PORCH FOUND. DETAIL EXTERIOR WOOD DEO< DETAIL 0 WOOD PLATFORM DETAIL .� A-401.00 SCALE: 5/4" = I' a- A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = 1'-O" '�`-401.00 SCALE: 5/4" = P-O" A-401.00 SCALE: 5/4" FLOOR SYSTEM AS FLOOR SYSTEM AS Q NOTED ON PLAN NOTED ON PLAN FLOOR SYSTEM AS NOTED ON PLAN LLI NEW 5TL. GAP PL. 'A', 'B', 'NEW 5TL. GAP PL. 'A', TV, NEW 5TL. GAP FL. 'A', 'B', FLOOR WOOD BEAM Lu FLOOR WOOD BEAM FLOOR WOOD BEAM AS NOTED ON PLAN -i CD OR 'G' (PER BEAM GONFIGJ AS NOTED ON PLAN OR G' (PER BEAM GONPIGJ AS NOTED ON PLAN OR 'G' (PER BEAM GONFIGJ WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP WELDED TO COL.;SEE GAP NEW 3-1/2" OR 5-I/2" (A5 Q +' (V NEW 3-I/2" OR 5-I/2" . O PL. DETAILS (A5 PL. DETAILS PL DETAILS - NEW 5-1/2" O.D. SCH 40 NOTED ON PLAN) O.D. • In NOTED ON PLAN) O.D. HOT DIP GALV. 5TL. COL. SGH 40 HOT DIP 6ALV. b7 NEW BASE PLATE 'A' NEW BASE PLATE 'A' (ASTM AI23) AS PER 5TL. COL. (ASTM AI23) O SGH 40 HOT DIP 6ALV. WELDED TO COL.;SEE WELDED TO COL.;SEE _ I 5TL. COL. (ASTM AI23) FOUND. PLAN BY 51M5 AS PER FOUND. PLAN BY _ -0 O SASE PL. DETAILS FOR BASE PL. DETAILS FOR STEEL (OR EQUAL) SIMS STEEL (OR EQUAL) �, � (D A5 PER FOUND. PLAN BY BOLTING BOLTING r- 51M5 STEEL (OR EQUAL) PROVIDE GOLD JOINT i NEW 4" THK. P. NEW 4" THK. P. AT GONG. SEAMS (TYP.) O •O N Z O PROVIDE GOLD JOINT PROVIDE GOLD JOINT NEW 4 THK. P. a GONG. SLAB cc co L0 AT GONG. SEAMS (TYP) GONG. SLAB AT GONG. SEAMS (TYP.) GONG. SLAB � 9 G X � CV CRANLSFAGE FAD FOOTINGS NOTE: c 1 o 0 � (� BOTTOM OF FAD FOOTINGS SHALL BEAR UPON m ° ° - SOIL 5'-0" MIN. B =LON GRADS• XTND FOOTINGS ° ° . ° ° }� , 4 � 4- Q 0 d BENEATH SLAB TO THIS DEFTH AS REO'D 4 GRAVEL { ° I I - �! I ° it ,II - I -- it .II PROV. 4" GRAVEL II It II It 1� 4' GRAVEL a BASE BASE L I �I lIII •II I ° ° BASE CLEAN PROV. PROV. COMP T GLEAN UE CLEAN"50NOTB II° FILL E14"� "SONOTUBE" COMPACT FILLED SOLID II Ir COMPACT FILLED SOLID r - -.i .._1 nWFILLED 50LID FILL ------N . FIL IL w/P. GONG. P. GO w/ P. GONG. P51(MIN. 4,000 (MIN. 4000 PSI) (MIN. Oo ° I • I - -- ° (2) #5 BENT REBAR I t 1' ' . #5 R-.... _ L=' ° O BENT REBAR - 4. - ° (2) #5 BENT REBAR ° .�_J ,L__ �_ 4 . . -- NEW 24"x24'xl2 -_ ° \4 '�� REBAR UPON (3) #5 NEW 30"x30"xl5" `' -.= --- \��`RE AR US HOR. # NEW 36"x36"x18" J I 4 ° _ ° \' NEW (5) #5 HOR. r 1 _ v DEEP P. GONG. PAD -- ; / I I REBAR UPON (5) I " I "'� HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD I I_. 0 - - ,�I B UPON (4) 5 DEEP P. GONG. PAD J , 1�3'$- -__- I .- . - --- . I ,� - --- #5 HOR. REBAR FTG. (MIN. 4,000 PSI) :.._�`3. -- - I_:_ .:: -- n 1 / FTG. (MIN. 4,000 PSI) ti- - - I --- --- ---� _-..,.: HOR. REBAR (8 TOTAL) FTO. (MIN. 4,000 PSI) �___t__-___.__c--t__.11 ___- -.. . (10 TOTAL) W 5TL L. COL L. 1$ 24"x24"x 12 " FlAD FTO. DET. if STL. COL. 50 "x50"x I B " FAD FTO. DET. STL. COL. 1$ 56 "x56 "x 18" FAD FTO. DETAIL - -J m A-402.00 SCALE: 5/4" = 1'-0" A-402.00 SCALE: 5/4 - I -O A-402.00 SCALE: 5/4 - I -a" PROVIDE BEAM SPLICE CENTERED ABOVE COL. PROVIDE BEAM SPLICE U WHEN NOTED ON PLANS = CENTERED ABOVE COL. L- 0) 8 WHEN NOTED ON PLANS < - (4) 3/8 H.D.G. LAG BOLTS (PREDRILLED) I '-O'� (4) 3/8" H.D.G. LAC n` - - - - - -J - - - - - - -- BOLTS (PREDRILLED) W 515" THK. 5TL. PL. /4�� 3/8" THK. H.D. 5/8" THK. - PII GALV. PL. 5TL. PL. �'-. 5/8" THK. H.D. 4 �4 i GALV. FL. GAP PLATE 'A' 2 FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE LVL LUMBER GAP PLATE 'A' OR (2) 2" WIDE DIMENSIONAL LUMBER OR 5.5" WIDE P5L FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER OR (1) 5.5" WIDE PSL PROVIDE BEAM SPLICE PROVIDE BEAM SPLICE CENTERED ABOVE COL. CENTERED ABOVE COL. WHEN NOTED ON PLANS WHEN NOTED ON PLANS (4) 515" H.D.G. LAO = (4) 5/8" H.D.G. LAG \ BOLTS (PREDRILLED) BOLTS (PREDRILLED) -O CD a - may-- - - �- --al--- `-�-- - - - - - - - - - - - � % -a1- 3/8" THK. � 1 i 1' 3/8" THK. H.D. 5/8 THK. I ,i 2 5TL. PL. �4 4 GALV. FL. 5TL. PL. 2�' �4 5/8 THK. H.D. U GALV. PL. GAP PLATE 'B' GAP PLATE 'B' FOR CONNECTION OF ��TL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE P5L (3) 2" WIDE OR (4) 2" WIDE DIMENSIONAL LUMBER OR 5.25" WIDE PSL Fw- a (4) 5/5" H.D.G. LAO (4) 5/8" H.D.G. LAO BOLTS (PREDRILLED) BOLTS (PREDRILLED) PROVIDE BEAM 5PLIGE PROJECT: PROVIDE BEAM SPLICE = I -Q CENTERED ABOVE COL. CENTERED ABOVE COL. � WHEN NOTED ON PLANS SARAKATSAN N IS WHEN NOTED ON PLANS RECONSTRUCTION - - - - - - - - - - - - - - - - - i - - I-- - - - - - - - 750 BROOKS RD T \ / NEW FOUNDATION WALL SOUTHOLD, 11944 r EXISTING PROPANE DRAWING TITLE: 5/8" THK- - - - - - - - - - TANKS ,•' . 5/8" THK. 5TL. PL. " 5/8" THK. H.D. _ " DESIGN DETAILS 5TL. PL. �4 5/8" THK. H.D. 4 GALV. PL. ' GALV. PL. " PROVIDE GALV. METAL STRAP y I " 2 TIE (w ADJUSTABLE AROUND BOTH TANKSN$ GAP PLATE 'G' ANCHOR TO FOUNDATION WALL GAP PLATE 'G' FOR CONNECTION OF 57L. COL. TO (4) 1-3/4" WIDE (2) 'L' BRA(SKETS PER FOR CONNECTION OF 5TL. COL. TO (4) 1-5/4" WIDE LVL LUMBER OR LVL LUMBER OR 7" WIDE PSL TANK w/ MASONY PAGE: 7" WIDE PSL ANCHORS FOR EACH 8" TANK 8;; DAMES HARDIE 1"x4" 4"x4" P.T. POST _ CEMENT TRIM (COLOR ;; I I ;, 4 P. GONG. SLAB w/ TO BE SELECTED) A-4 0;!e 0 0 '01i i I I i i -(y /L(. /2 6x6 10/10 WWM FOR /2 I PROPANE PLATFORM .: �`� 0 COLUMN BASE DATE: 08/18/24 17 OF 24 /Q STONE PAVERS O O _ 5HOWER FLOOR (O O 5-1/2" O.D. SGH. 40 HOT : ' . 5-1/2" O.D. 50H. 40 HOT DIP GALV. 57L. COL. FINISHED GRADE DIP GALV. 57L. COL. _ (ASTM AI23) AS PER (ASTM AI23) A5 PER = ,�•, I ;; PLAN WELDED TO PL. IO"m "50NOTUBE" FILLED Ij 4' I V SOLID w/P. GONG. U {,F PLAN WELDED TO PL. /Q' 8"x5"x5/8" THK. (MIN. 4,00o PSU ° 8"x8"x5/8" THK. 57L. BASE PL. � o X ° ��5 �`i M A� yr�� STL. BASE PL. �' (4) 1/2" HOOKED ANCHOR O O (4) 1/2 HOOKED ANCHOR �� (O O BOLTS EMBEDDED INTO BOL75 EMBEDDED INTO �' � < 'ED FOOTING MIN. 4" w/ FOOTING MIN. 4 w/ OVERSIZED ° '�� WASHER AND END NUT SETUP N� �� ,� 7 OVERSIZED WASHER 4 /. END NUT SETUP SIT BASE PLATE 'A' BASE PLATE 'A' it 11 II I� Oi�ANE TANS ANGt�Ort'AOE DATA I L I� OUTDOOR Sf�OI�IER DATA I L •� �'� ��`-`` . „ ,_ , �- 5.� 0 COL. CAS' 4 BASE FLATS DETA I LS �� 5.� (P COL. CAP 4 BASF_ FLATF_ DF_TA I LS ��`� '-�� 10 A-402.0 A-402.0 SCALE: 5/4" = 1'-0" 3 F' �� SCALE: 5/4 = I -O t=' ; A-402.00 A-402.00 „ _ , �r '- SCALE: 3 = I -O SCALE: 5 = I -O FOUNDATION.CONCRETE. AND MASONRY CLIMATIC $ OEOORAPHIC DE51ON CRITERIA I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE a. SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF Q GROUND SNOW LOAD 25 LB5 THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 0 BASK WIND SPEED 150 MPH 2. ALL FOOTINC75 TO BEAR ON FIRM, VIR61N, UNDISTURBED SOIL W W 0 3. 501E TO HAVE MIN. BEARING CAPACITY OF (I) TOWSQ. FT., U.O.N. -� m / EXP05URE CATEGORY B 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS Q '�' fV OTHERWISE NOTED Lo SEISMIC DESIGN GAT'E60RY B � C / 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65,U.O.N. O = = O WEATHERING SEVERE 6. NO BACK FILL SHALL BE PLACED AOAIN5T FOUNDATION WALLS , }; CO FROST LINE DEPTH 3'-011 UNTIL 151 TIER OF FRAMING 15 IN PLACE. O O N z O '1. FOOTINGS TO BE TERMITE MODERATE TO HEAVY POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. T •cu U •� 6. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED p X p (\l ICE BARRIER REQUIRED YES SOLID WITH CONCRETE. p 0 O � 0mCD 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. 4 N O -J Ln co 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 57RENOTH AT 25 Q 0 a. 2 O NOTES $ 5FEG I F I GATI ON5 DAYS OF 4,000 P.5.1., U.O.N. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR 5AND WITH o 0 o T06ETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER / o 0 o SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK n 1 a o o 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. W GENERAL 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (1) WALL TIE PER (5) 50. FT. APPLICABLE BUILDING DEPARTMENT. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. ALL DIMENSIONS, CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING 1. CREATE WINDOW OPENIN"O 2. APPLY WATER-RESISTIVE BARRIER; 3. APPLY SILL FLASHING AND 4. INSTALL WINDOW AND APPLY 5. APPLY HEAD FLASHING 6. FOLD WATER-RESISTIVE BARRIER STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. GUT MODIFIED AND WRAP AROUND SILL WINDOW SEALANT JAMB FLA5HIN6 DOWN AND TAPE OVER GUTS FROM FOOTING TO 2" ABOVE FINISH GRADE. AND SIDES OF WINDOW OPENING 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES ZZ AND AUTHORITIES HAVING JURISDICTION. 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES ( M OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITECT/ENCINEER. NO 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY CONCRETE SHALL BE PLACED ON FROZEN SURFACES. w OF THE OWNER/BUILDER • 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS ARCHITECT/ ENGINEER. SHALL BE CLARIFIED WITH THE ARGHITEGT/ENCINEER BEFORE PROCEEDING WITH THE WORK. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. NATER-RI_S 15T I VE BARRIER N I N? )ON FLA5H I NO (EXTERIOR DOORS FROM N I N�)CN MANUFAOTURER) 6. NO DEVIATIONS OR CHANGES THE STRUCTURAL SYSTEM SHALL BE MADE 8 UNLESS APPROVED BY THE ARGHITEGT/EN6INEER. Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJEGTIN6 6" ON EACH 51DE OF THE FOUNDATION WALL.A-403.0 50ALE: NT5 -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK < / /1 BEFORE THE START OF FRAMING CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. �nJ 1J Anil 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED W AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" Q cl. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE DEEP d 3'-0" BELOW GRADE. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 5WIMMIN6 POOL 8 HOT TUB CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA WITH AN51AP5P/ICC 5 (AMERIGAN NATIONAL STANDARD FOR RESIDENTIAL AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN INCROUND 5WIMMIN6 POOL5, 2011) STONE CA PERMISSION FROM THE ARCHITECT. 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND (4)04 DEADIZON AL 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 CONSTRUCTED IN CONFORMANCE WITH AN5IAPSP/IGC 6 (AMERIGAN NATIONAL RESPONSIBLE FOR DESIGN INTENT ONLY. STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2015) \j 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 3. AN OUTDOOR 5WIMMIN6 POOL SHALL BE SURROUNDED BY A TEMPORARY \\ BARRIER (MINIMUM 45" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION / ALrERNArE vERrIOAL 05 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE \\%\ BOND BEAM BARS EXTRA TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. \ \ RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK BROOM GLEAN. 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING WITH SECTIONS 5,1326.4.2.1 THROUGH R326.4.2.6 OF THE \\\\\ VERTICAL BARS 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 2020 NYS RESIDENTIAL CODE. 6"O.C.-ALTERNATE R�r q r�ARM4eA POOL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES / SEE AND ORDINANCES. 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS 4 PLANS TIFOR SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.1.3 OF THE 2020 NYS DEPTHS 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF RESIDENTIAL CODE. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. 6. NY R326.4.2.77.1 SELF-GL051N6 AND OPENING CONFIGURATION: ALL GATES \\\\\ \ HORIZONTAL BARS SHALL BE SELF-CLOSING. IN ADDITION, IF THE GATE 15 A PEDESTRIAN ACCESS •'s o I21 CENTERS 1-1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, GATE, THE 6ATE SHALL OPEN OUTWARD, AWAY FROM THE POOL ARCHITECT/ENGINEER, AND THEIR ACENT5 AND EMPLOYEES FROM AND •THICK WALLS AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 1. NY R326.4.2.1.2 LATCHING: ALL GATES SHALL BE 5ELFLATCHIN6,WITH THE ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF LATCH HANDLE LOCATED WITHIN THE ENCLOSURE (IF ON THE POOL SIDE OF THE THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ENCLOSURE) AND AT LEAST 40 INCHES ABOVE GRADE. In ADDITION, IF THE \\ \\ \\ •BROWN WAT 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO LATCH HANDLE 15 LOCATED LE55 THAN 54 INCHES FROM GRADE, THE LATCH \/\/\/ INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK HANDLE SHALL BE LOCATED AT LEAST 3 INCHES BELOW THE TOP OF THE GATE, //\//\//\ 'PATER FIND 2'-O" LAP ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN AND NEITHER THE GATE NOR THE BARRIER SHALL HAVE ANY OPENING GREATER \\j\\j\\j\ (TYPJ WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE THAN 0.5 INCH WITHIN 16 INCHES OF THE LATCH HANDLE. \/\ /\//\ CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY \ \/\\/\\ EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY SITE WORK \;�Ig�EV� BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR ��\e�Rr\\ ��//\\ ---------- -- --,� PARTY INDEMNIFIED HEREUNDER. 11-2 N/l MI\//\/j\/ z 6'THICK FLOOR SECTION I I I 15. ALL MATERIALS ASSEMBLIES AND METHOD OF CONSTRUCTION INGLUDIN6 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, w FLooR ws BARS 12"o.c. RECEIVE CLARIFICATION FROM ARCHITECT/ENOINEER PRIOR TO PROCEEDING. I BUT NOT LIMITED TO FORM-WORK BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 0 PROVIDE 3" (MIN.) GONG. COVER / / / / / / - -- 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. OF ALL REBAR WITHIN P. GONG. \//\//\//\//\//\//\// TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, Q I STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING FOUND. WALLS 8 P. GONG. FT6'5. PROVIDE STRAPPING 6 NAILING \/\/\/\/\/\/\/\ I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AS PER CONNECTION 'D' IN \\/�\//j//j// �\///\\///\\///\/// //// // //�/%/%�//// // // // // I I AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SITE. STOCKPILE ALL EXCAVATED MATERIALS. TYPICAL NAILING/STRAPPING \\\ /%\//\\/�\ //\\\///\/ /�\//\/�\/�\jj\/�\\//\\ ___-- - _-I �I-- II AUTHORIZATION OF THE ARGHITEGT/ENOINEER. 4. NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE PROVIDE INSULATION REQUIREMENT5 FOR UPLIFT, ��\\/{\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\/ �j ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE NOS BETWEEN CAVITIES SHEAR, $ LATERAL RE515TANGE 11' / \� 1\\/\\\/�\\/\\\%\l/ '� � I I II NEEDED,Idl. THE �NLESSGOTHERWISE SPETOR SHALL BE CIFIED. ALL DIMENSIONS AND 51BLE FOR ANY SHOP DGORND ITIONS FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. PER ENERGY TABLE ON PAGE G-005 ® EA. STUD. PERTAINING ARE TO BE FIELD VERIFIED. �- (WHEN APPLICABLE) NEW (2) 2"xb" P.T. SILL PLATES �� #5 REBAR (TYP) J� II II I 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 0 UPON SILL SEAL UPON COPPER O UN I TE POOL I7F-TA I L I I I 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXI5TIN6 WORK FLOOR SYSTEM AS TERMITE 5HIELD #5 BENT I I I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. NOTED ON PLAN ?�-403.0 SCALE: 5/4" = I'-O" REBAR (TYPJ ' I I' I PROJECT: NEW 5/6"0 HOOKED ANCHOR I I I 21. ALL IGAT RI UNLESS NOTED INSTALLED AS PER MANUFACTURER'S BOLTS ® 3a O.G. w/ 3 5QUARE WASHER d ENDNUT I 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. SARAKATSAN N IS 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY RECONSTRUCTION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS PROVIDE STRAPPING Q NAILING I I GOPYRI6HT PROTECTION ACT OF I9Q0 (AWCPA), WHICH HAS SEVERE PENALTIES. . t' #4 HOOKED VERT -Z �\ �� - � II PROVIDE 3" (MIN) GONG. COVER AS PER CONNECTION 'E' IN I REBAR ® 46 O.G. �. TYPICAL NAILING/STRAPPING a OF ALL REBAR WITHIN P. GONG. REQUIREMENTS FOR UPLIFT, l i FOUND. WALLS $ P. GONG. FT6 5 SHEAR, 4 LATERAL RESISTANCE" 750 BROOKS R D 6" ON PAGE 6-005 ® EA. STUD. ° , CORNER CONNE SOUTHOLDCTION , 11944 II O NEW (2) 2 xb P.T. SILL PLATES P. GONG. FOUND. WALL_ II (MIN. 4,000 PSI) 11 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER all.. ASPHALTIC DAMP TERMITE SHIELD a II PROOFING TO EXTERIOR 6 xb -IOxIO W.W.M. BETWEEN NEW 5/5"0 HOOKED ANCHOR DRAWING TITLE: I CENTER d UPPER � OF SLAB BOL75 w/3" SQUARE WASHER d II SECURED IN PLACE DURING POUR ENDNUT;5PAGIN6 AS INDICATED DESIGN DETAILS II. II ON 6-003 #5 REBAR (TYP) 2'-O" LAP 6 MIL POLY POOL CONSTRUCTION & DETAILS 4" P. GONG. SLAB- ° I�° GRADE ASPHALTIC DAMP (TYP) Q MOISTURE RETARDER PROOFING TO EXTERIOR n n a G a A a a A Ii d" 7 1III�1III,i° I ) II I III ------ - PROP. i POOL�� fG � GRADE 14 --___--------- ��) o_ � . S - - -Oi EL=6.0 MIXED SAND, RETARDER Lx - I I I --_---- PAGE' 4" 6RAVEL I LOAM, GRAVEL 1 1 4" GRAVEL BAS 14 l7 S GT I ON I I�,� 403 - II a I #4 HOOKED VERT. REBAR ® 46 O.G. II ° _ ( I II SCALE: I/4" - I'-O" O 10' DIA x 3' _ _ A-403mOO _ PROV. GLEAN II I I I I I I II I = ! DRYWELL COMPACT FILL Ila z #4 HOR. GOUT. REBAR ® TOP 8 ' II � ----- ---IL--11---II---- --- O N I I I I1. _ _ BOTTOM OF WALL (2 TOTAL) - jl.;a O z_ I I II ALL: GONG. SHALL MIXED SAND, #4 HOR. CONT. REBAR ® TOP b_ II Oi I P. GONG. FOUND. , II".. 1- I (I II BE 4,000 P51 (MIN.) LOAM, GRAVEL BOTTOM OF WALL (2 TOTAL) ° II - I - I STONE PATIO - II °< _ (MIN. 4,000 PSI) °. II 4 II - I - a II a I I I II z 4.5" THK. = 5W BROWN FINE TO DATE: 10 18 OF 24 P. GONG. CONT. FTC._ I I I I I I .a P. GONG. CONT. FTC. I I I II #5 BENT •a COARSE SAND 7�2 (MIN. 4,000 P51) (MIN. 4,000 PSI) I O I I I REBAR (TYP) (2) #4 REBAR L a ° o o• , P. CONF. SLAB -(V / a I I 11 I I f°I I" a GRADE TOP OF WALL P. GONG. SLAB T .11 (5) #5 HOR. CONT. REBAR- (I I I 6" THK. P. GONG. ° ' * I II a _ I / (5) #5 HOR. CONT. REBAR- al I Q J - I I I I CHEEK WALL /\/\/ GRAVEL BASE GLEAN COMPACT FILL WATER IN Z , / / 5W, BROWN FINE TO I I I i `{ COARSE SAND a � . COMPACTED FIILL 'T' GONNEGTION (2) #4 REBAR ® /�\\�\�// / // ; `•N' q GRANLSFACE FOUND. NALL I7ETA I L OARAOE FOUND. NALL I�)ETA I L BOTTOM OF WALL A-405.0 1 SCALE: 5/4" = I'-o" A-403.0 5GALE: 5/4" = I'-O" 2 I REE3AR OVERLAP DETAIL A-403.o SCALE: 3/4" = 1'-0" 2 POOL STONE PATIO DETAIL A-403.0 50ALE: 5/4" = 1'-0" 0 E N E A L < NT" ' CONCETE - GOLD WEATHER POURING d CONCRETE MIXTURE GRAWLSPAGE DROPPED BEAMS: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: ALL DROPPED BEAMS WITHIN GRAWLSPAGE SHALL BE NEW T.J. NEW PARTIAL HEIGHT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TREATED PARALLAM PLUS P5L (SERVICE LEVEL 2) BEAMS, � I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - EXISTING TO BE DEM01-I5HED CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND 5PANNING CONTINUOUSLY ACROSS COLUMNS, U.O.N. THESE WHEN APPLICABLE) WOOD FRAME (L. STL. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTIN65. MEMBERS ARE DE5IGNATED AS SUCH: Q E EXISTING TO REMAIN 2. SPECIFICITY OF CONCRETE DE51ON MIX SHALL BE BY OTHERS. 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION O (1) 5.25"xg.25" T.J. PARALLAM 0 LLJ NEW FOUNDATION WALL SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR DB-I PLUS PSL (51-2) DROPPED SM. LLI NEW WOOD FRAME (L.G• 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL STL. WHEN APPLICABLE'.) C CONFORM TO AGI 306. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER J (B ENCOUNTERED. (y) NEW I-HR FIRE RATED MIN. (2) 2"X4" STRUCTURAL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. pg_2 (1) 5.25NII.5-15" T.J. PARALLAM Q ;4' (V SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO PLUS PSL (51-2) DROPPED SM. O Lo ® P05T FOR 4" WALLS V • 6_) WOOD FRAME (L.G. STL.. TEMPERATURES WITHIN 10 F OF CONCRETE. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 2a DAYS AND SHALL CONFORM TO THE CURRENT AGI 31a CODE. POST FOR 6" WALLS), U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - '� 0 NEW 2-HR FIRE RATED REMOVE AS R.EQ'D. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED WOOD FRAME (L.G. STL.. CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT L- Z .-- 6. THE U5E OF HEAT BLANKETS OR ELECTRIC, BLANKETS ARE NEED TO SE EPDXY COATED. O O N 0i WHEN APPLICABLE) PERMITTED WHEN NECESSARY, n- �� In � 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ?� V_ U 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER SHALL BE 5TA66ERED. O 2 X :3 N AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. O O O 4-+ STRUCTURAL PLAN NOTE 7 S b. ' PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN � O CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. m TYPICAL LEDGER BOARD: PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, -J t11 O co J L0 SPLICED STRUCTURAL MEMBER: COVERA6E5, AND PLUMBNE55. O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 I. (1) 2"x ED. TO MATCH DEPTH OF JOISTS (P.T. SD. FOR cf. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE Q L 2 O ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY EXTERIOR INSTALLATIONS) PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 a. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT ABOVE INDICATED POSTS/COLUMNS. 2. SECURED w/(2) 5/5" 0 x 5" LONG H.D. GAL. LAO (ASTM 04g4/04g4M, TYPES G AND E). CONCRETE. ® STACKED POST/COLUMN: BOLTS ® 16" O.G.3 INSTALL HD 6ALV JOIST HANGERS BY 'SIMP50N' (OR 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL . . . . LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN AREAS EXCEED ONE SQUARE INCH. ON FLOOR ABOVE. EQUAL) 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 2B STACKED POST/COLUMN: TUGKED UNDERNEATH 51DIN6 d BENT OVER TOP EDGE TO REPEATED FREEZIN6 AND THAWIN6 UNTIL GONGRETE HAS LOCATE INDICATED POST/COLUMN ABOVE POST/COLUMN ON OF LEDGER BD. FLOOR BELOW. REACHED A COMPRESSIVE STRENGTH OF a00 PSI. LATERAL SUPPORT OF FLITCH BEAM EXTENDED FRAMING TO ROOF RAFTERS: 13 PROVIDE BLOGKIN6 TO FLITCH PLATE F.J./FLUSH SM. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. PROVIDE FRAMING EXTENDING FROM G.J., WALL, BEAM, OR FROM PARALLEL F.J. TO ENSURE ADEQUATE LATERAL 333 HEADER (BELOW) TO SUPPORT R.R (ASOVE). BRAGIN6 OF STRUCTURAL MEMBER. 1 3B LOAD BEARING WALL (ABOVE): BEAM POCKET: AS INDICATED BY DASHED OUTLINE. 1`i I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL 6'-I" 6'-I" b'-I" I • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY WIDTH OF BEAM,FOR A LENGTH OF � THE WALL NEW (3) 2"xl2" P.T. W j UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. THICKNESS (3.5" MINIMUM). _ TD _ DROPPED BM. _ �p v/ 3G INTERIOR LOAD BEARING WALL: 2. PROVIDE J" AIR SPACE AROUND ENDS AND TOP OF (CONTINUOUS F { m AS INDICATED BY HATCHING. BEAM TO PROMOTE AIR CIRCULATION L n - ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND F.J. OR BEAM (WHEN APPLICABLE) BELOW. CONCRETE INTERFACES - _ 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN HOLDOWN (IST FLOOR TO 2ND FLOOR): PLACE ONCE BEAM PLACED. I I r 1 4 HOLDOWN 'A' A5 PER PAGE 6-003 I I I I I 1 V HOLDOWN (FOUNDATION TO IST FLOOR : 15 ATTIC AGGESS - PULL-DOWN STAIR: a -�� Q 4B HOLDOWN 'B' AS PER PAGE 6-003 O I. MIN. 350 # CAPACITY ~ v ~ v ~ _ 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") a 0 a 4D HOLD OWN (FOUNDATION TO IST FLOOR): 3.DEL. FRAMING WHEN NEW OPENING, U.O.N. N O cV O (d)N N • HOLDOWN D' A5 PER PAGE 6-003. 4.WEATHERSTRIP AGGESS OPENING d PROVIDE R-44 I W cV ® I cV ® - _W I I tu INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR -�to m tb m ca PROP. POOL n ` RIDGE BEAM POST STRAPPING (INTERIOR POSTS): RETAINER TO PREVENT INSULATION FROM ENTERING oC w-� z Q w? I z Q m I I (FILED UNDER w SA I. CONNECT RIDGE SEAM POST TO SUPPORTING MEMBER DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 z I z Q z 4 3 SEPARATEIn BELOW (G.J. OR FLUSH BM., AS NOTED) w/ INVERTED (OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE v to SIMP50N BG6 POST GAP THERMAL ENVELOPE OF BUILDING). z APPLICATION) Q 2. ALTERNATIVELY CONNECT w/51M�SON 0520 5. INSTALL AS PER MANU. 5PEC.'s x I I 2�-`y2 5TRAPPIN6, WRAPPED UNDER d BACK UP 5UPPORTIN6 W d)w �) �2 14 4p 12 MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED Y TOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.D _ 4D ' ON STRAPPING ON BOTH SIDES OF RIDGE POST). 16 TO ACCOMMODATE INTERIOR GARAGE DOOR d OVERHEAD O m 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED 6AR.AOE DOOR CLOSURE (VERIFY DIM. IN FIELD) 0 Q ° POST GAP FOR POSTS WITH WIDTHS LESS THAN 5.5" RIDGE BEAM POST STRAPPING ABOVE WINDOWS 4"x4" POST W COLUMN CASING: O 1. PROVIDE 4 x4" P.T. POST IN51DE HBbb PERMAGAST 5B I. CONNECT RI >6E BEAM POST TO WINDOW HDR w/ ) IT (OR EQUAL) COLUMN CASING. I qB SIMP50N 0520 5TRAPPIN6 (INDIVIDUAL STRAP PER EA. 2. CONNECT POST TO P. GONG. PIER w/SIMPSON ABU44Z POST PLY). P05T BASE d PROVIDE 2" MIN. GONG. COVER ON ALL ?C I V to V Ib'-Sy2" 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH SIDES. -tom �4 O 6A 0 O 0 HEADER d POST. 3. EXTEND P05T DIRECTLY TO 2ND FLOOR DROPPED SM. DROPPED BM m ry 4. CONNECT POST TO BEAM w/ 5IMP50N ACH4Z P05T GAP N NEW UN-REINFORGED P. GONG. SLAB (PROVIDE SHIMMING AS REQ.V TO MATCH BEAM WIDTH z ® I T 6� TO POST GAP WIDTH). I. NEW 4" THK. UN-REINFORCED P. GCNG. SLAB UPON - 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR 5LA55 FOR WOOD STAIRS a GRADE: O la 14 - PROPOSED AT EXTERIOR LOCATIONS) UPON DB-I - - - - - - - - - - - - - - - - - la 4" THK. P. GONG. PAD b" WIDE x REQ'D LENGTH UPON _ _ _ _ _ 3. 4" (MIN.) GRAVEL BASE 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® - - - - - - - - - - - - - - - - - NEW REINFORCED P, GONG, SLAB MAX. 16" O.G., U.O.N. (MIN. 3 5TRINOER5) - 6B 1. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON VARYING F.J. DEPTH ACCOMMODATION: I 14 b'-10" a'-10" a'-10" 5-�2 5-Ty2 "L _ 2. b MIL POLY VAPOR BARRIER (OMIT FOR SLABSPROPOSED AT EXTERIOR LOGATIG�NS) UPON FASTEN 3"x4" PLATE (RIPPED TO DEPTH R.EQ.'D) UPON 6 i- 'IE3. 4" (MIN) GRAVEL BASE PLY OF BEAM NEAREST 2"xb" F.J., TO MATCH SEARING - -HEIGHT OF ADJACENT 2"xa" F.J.FOUNDATION FOR WD. DECK: - NEW 2 2"xl0"P 7A WD, P.T. BM. UPON SIMPSON ABA24-2Z POST BASE UPON �O FREE-STANDING POST CONNECTIONS: 3'-O" qB DROPPED SM. b'xa' POST TO LVL F.J./UPSET SM. 10 -- - - - - - - 10 0 P. GONG. PIER AS PER DECK DETAIL 5/A-401. _ (CONTINUOUS SPAN) NEW 2"xb" P.T. CONNECT NOTCHED POST (AS INDICATED ON � :� 3B � � 12 4D 3-I 21 ry FOUNDATION 4 P05T5 FOR WD. VE=CK: STRUCTURAL PLANS) TO UPSET SM. w/ SIMP50N EPCBZ - - - - - - - - - - - - - - _ - - - - - - _ _ - _ - - D._ - _• ?B 4"x4" P.T. P05T UPON 12"� P. GONG. PIER UPON POST GAP. _ _ DJ ® I6 OG CONNECT UN-NOTCHED POST TO LVL F.J. w/51MP50N _ , FLUSH BM. • 4D 24"x12" DEEP P. GONG. CONTINUOUS FOOTING AS GGQbaSD52.5 COLUMN GAP - PER DETAIL g/A-401. NEW(3) 2"xa" -3'-O" INSTALL UPON FOUNDATION-LEVEL (5) 2"xb" F.J. I -FLUSH BM - - - - - - - � - - - - - - - - - - - - - - z - - - - - - - BENEATH w/ INVERTED 'CCQbaSD52.5 COLUMN GAP I �tV V.I.F. EXIST. 2"xa" FOUNDATION d P0515 FOR SCREENED IN PORCH: F.J. ® I6" O.G. I Ul -7 V 7G 4 x4' P.T. P05T UPON 10"(P P. GONG. PIER UPON "SQUARE INCREASE FOUND. WALL X0 mI Q FOUNDATION WALL HEIGHT CHANGE: I'-5' 2 4 b 2 �v PROP. CRAWL TO 10" THK. d P.T. SILL w= _ FOOT" 5F-22 CONCRETE PAD FOOTING, AS PER DETAIL 21 STEP UP TOP OF FOUNDATION WALL APPROXIMATELY = I I X u-•O SPACE _ " dJ!O 3 m to 6/A-401. �t = to = PLATES TO 2"xl0 TO U x- lL ~ I.'15", AS REQUIRED TO ACCOMMODATE DIFFERENCE IN ig ,- dJ� 1125 S.F. TIft - FOUNDATION 4 P05TS FOR 5CREENED IN PORCH: DEPTHS OF EXISTING F.J. N TI. >N® FRAMED OWALL ABOVE } cv NEW 2 2 xa' P.T. „ „ „ „ 1D 6"xb" P.T. P05T UPON 12"P P. GONG. PIER UPON "SQUARE DROPPED SM. - T-q T-g' "I-g 'i-a 7-5 g'-Oy2" I 0 FOOT" 5F-52 CONCRETE PAD FOOTING, AS PER DETAIL POST 4 COLUMN DESIGNATIONS: - - I 14 F -1 I 7 O f-1 F -1 I I I U VA-401. POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED - _ I DB-2 7xr FOUNDATION 8 POSTS FOR ND. PLATFORM: AS FOLLOWS. NOTE THAT THESE DESI6NATIONS DO NOT IMPLY NEW 2"x6" P.T. 7A I i -u� - H I - - - I I �u 1E SUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS SPECIFIED D.J. ® I6" O.G. ( IL L J u L J 5 0 I- �- -j 4 x4 P.T. POST UPON 10"(P P. GONG. PIER AS PER 8Y OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD I - V - �to Q 6 14 gE gB DETAIL 10/A-401. V.I.F. PIER LOCATIONS PER EXIST. FRAMING REQUIREMENTS. lE g'-I I" 0 G O 6 b m 0 Q 3 6 10 10 GENERATOR SIZE d PLACEMENT. - _ - - - - cV (V r:ry-1 o I tii PAD FOOTING [p---� (2) 2"x4" POST E2 (2) 2"xb" POST " „ ® m Imo-O I NEW(3) L"15"x"L25" p _ NEW (3) I."15 x'1.25 w I R qB ® 14"0 P. GONG. PIER UPON 24"x24"x12" DEEP P. F F - - - - _ Z 3B T.J. 2.OE MIGROLLAM z 3 U 10 T.J. 2.OE MIGROLLAM = GONG. PAD FOOTING AS PER DETAIL I I/A-402. F p 4B , „ LVL FLUSH SM. ti LVL FLUSH BM, A3 (5) 2"x4" P05T 53 (5) 2"xb" POST gA Q 3-I -5-0 rt 2g-3 3'-O" I ( PROJECT: PAD FOOTING m _EW 2 xb - - - - - aB 14"(P P. GONG. PIER UPON 30"x30"x15" DEEP P. ry I P.T D JJ ry O GONG. PAD FOOTING AS PER DETAIL 12/A-402. A4 (4) 2"x4" POST 84 (4) 2"x6" POST j ® I6" O.G. �u NEW (5) 1:75"x55' T.J. 4D _ - - - - - - - - - - - - - - - - - = - SARAKATSANNIS PAD FOOTING tu Q - 37 _ - 2.OE MIGROLLAM A5 Z „ 21 ry a 21 cV a LVL F.J. BELOW aG 14 P. GONG. PIER UPON 36 x36'xib DEEP P. HM ❑ (5) 2"x4" POST ES (5) 2"xb" POST NEW 2 x6 F.J. a I6 O.G. 21 I 1;,, rt tub to Q e POSTS ABOVE RECONSTRUCTION GONG. PAD FOOTING AS PER DETAIL '3/A-402. w/SIMP50N LUS26 = ,� >� F TE HN6R. a FLUSH SM. �.p V z ? 3 3-1 U -7 0 I �, �}--� 4"x4" POST ®--� 6"x6" POST I x 0 Q 0$ Iu a �I aG -1 NEW (5) 1.775"x'f.25" m OCONTINUOUS FOOTING (2) 2"xb" FLUSH BM. w/ - X m= _ry to Q gA I6"xa" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL (2) 2"xN LFS26-2 M. I iu_"' m J�F 215 2B� aB T.J. 2.OE .IBELOW M SIM� m a I tt. I I POSTS ABOVE 20/A-403 (AT GARAGE ONLY) u 4"xb" POST b"xa" POST M: ® SUPPORTING F.J. I >.x0� N 3~V�a 2B 0 _ _ 750 BROOKS R D CONTINUOUS FOOTING u 1-J - ry L N L J _ gE 24"x12" DEEP P. GONG. CONTINUOUS FT6. A5 PER DETAIL 3-I/2" O.D. SGH 40 5-I/2" O.D. 5GH 40 I =ry = 6 I ( 6 I NEW (3) 2"xa" F.J. SOUTHOLD, 11944 Iq/A-403 PROP. SLAB 110" " Sy - J L _ ,,___(� STL. COL. (ASTM n__n STL. COL (A5TM i 6 , t m _ - J TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: "-�J A123) BY 51M5 v-�J A123) BY 51M5 ON GRADE 16 I aB aB aC _ _ m _ 1-5 NEW 3 2"xa"F.J. }• ry I I I iLT 3B m -m I 14 G 2B 10 (2) 2'xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD STEEL (OR EQ.) STEEL (OR EQJ -1 DB-2 j DB=2 L DRAWING TITLE: d SILL SEAL z • ANCHOR BOLTS A5 PER PAGE 6-003 WALL STUD FRAMING NOTE: ( - --�-- -� NEW SIMPSON BA • P. GONG. FOUND. WALL A5 PER DETAILS Ig/A-403 d COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH ' t I H - H - H - 88 - 6 I = TOP-MOUNT HANGERS I PROPOSED STRUCTURAL PLAN 20/A-403 SPECIFICALLY INDICATED JOISTS, BEAMS d UNSHEATHED 6B �- I 14 H - H - H J 2" • P. GONG. FT6. AS PER DETAIL(S) NOTED SEPARATELY P05TS;THESE MEMBERS SHOULD NOT FALL SOLELY ON bE • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY 4'-jl�2" I4'-jY2" 4'-O" 4'-4" 4'-Sy2" 4'-Sy2" 4'-Sy2" 4'-j1/2" • B.O. FOOTING V-O" BELOW GRADE MIN. BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS • 1/2" EXPANSION JOINT ® PERIMETER. OF SLAB (WHEN PROVIDED AS INDICATED BY POST/COLUMN DE516NATIONS. I 2" v to I ' APPLICABLE) I =ry =ry =ry 0 N • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / TYPICAL DOOR/WINDOW HEADER NOTE: gA g8 u� �` x= STOOPS (WHEN APPLICABLE) PROVIDE (2) 2NIO" HEADERS AT ALL DOORS d WINDOWS, U.O.N. 10 10 U ' ' s ry _0} • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET �D O 0 6 z Q V.I.F. EXIST. 2 xa PAGE: SEE PAGE 6-003 FOR NAILING/STRAPPIN6/FRAMIN6 REQUIREMENTS x = T ® to F.J. a W' O.G. FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. IN N i x w d O ill MULTIPLE-SEAT TOP-FLANGE GOI�INEGTOR: SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: I6 3 ® ry m 0110 II CONNECT RIDGE SM. d VALLEYS TO SUPPORTIN6 RIDGE BM. 4B `fl O woo w/SIMPSON MSG CONNECTOR. SIZE CONNECTOR BASED ON - - - - - - - - - 4D y m ImI �' SIZE OFRID6Ed VALLEYS CARRIED. - - - - }- - - - - - - - - - - - - - - - - - - - - - - - - - Jw� - - - - _ � _ _ _ _ _ _ _ _ _ _ - - _ - '�i - _ - - - _ - _ - - DATE: 08/18/24 19 OF24 SOIL BEARING CAPACITY NOTE: 0O - - - - - - -STRUCTURAL DES16N OF FOOTINGS ASSUMES A SOIL I I �Q tV Q_ 12 cV BEARING CAPACITY OF 1.0 TON/5.F. NEW CONTINUOUS DROPPED BM. - J CONTINUOUS SPAN - - - - - - - - - L � �FtED + �'� C r IS -IS ?B gB (�\ �N P. 46'-5' 2 Ilk � . IL (NP x�- FROPOSE17 FOU1� DA71ON STRUCTURAL FLAN 03 40�� SCALE: 1/4" = 1'-0" 0ENEF',A _ 5�'1�50L <E",r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.O. STL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W Lu CD 5TL. WHEN APPLICABLE) C J C7 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL aa,' V) WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS II O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL V O F05T FOR 6" WALLS), U.O.N. - -0 >; 0 WOOD FRAME(L.6. STDL. O O nJ z O ` i WHEN APPLICABLE) CL '� L X N O O O 4 STRUCTURAL PLAN NOTES -c O m SPLICED STRUCTURAL MEMBER: TYPICAL LEDGER BOARD: a-+ � O O CB � O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR Q ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY EXTERIOR INSTALLATIONS) ABOVE INDICATED POSTS/COLUMNS. 2. SECURED w/(2) 5/8" m x 5" LONG H.D. GAL. LAO ® STACKED POST/COLUMN: BOLTS a 16" O.G. LOCATE INDICATED P05T/COLUMN BENE,4TH P05T/COLUMN 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR ON FLOOR ABOVE. EQUAL) + + + + + + + + + + + + + + + + + + + + + + + + + n , STACKED POST/COLUMN: 4. FOR + + +EXTERIOR INSTALLATIONS, PROVIDE FLASHING W 2B TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE + + + + + + + + + + + + + + + + + + + + + + LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON OF LEDGER BD. + + + + + + + + + + + + + + + + + + + + + + �� FLOOR BELOW. + + + + + + + + + + + + + + + + + + + + + + + + + EXTENDED FRAMING TO ROOF RAFTERS: LATERAL SUPPORT OF FLITCH BEAM ® 13 PROVIDE BLOCKING TO FLITCH PLATE F.J./FLUSH BM. + + + + + + + + + + + + + + + + + + + + + + + + PROVIDE FRAMING EXTENDING FROM G.J., WALL,BEAM, OR FROM PARALLEL F.J. TO ENSURE ADEQUATE LATERAL + + + + + + + + + + + + + + + + + + + + + + + + + 4--J i -0 HEADER(BELON) TO SUPPORT R.R (ABOVE). BRACING OF STRUCTURAL MEMBER. + + + + + + + + + + + + + + + + + + + + + + + + `J 3B LOAD BEARING WALL (ABOVE): 14 BEAM POCKET: + + + + + + + + + + + + + + + + + + + + + + + + + U AS INDICATED BY DASHED OUTLINE. I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL + -r + + + + + + + + .- rt + + + + + + + + + rt + + + ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY WIDTH OF BEAM,FOR A LENGTH OF � THE WALL + + + + + + + + + + + + + + + + + + + + + + + + + UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. THICKNESS (3.5" MINIMUM). M 3G INTERIOR LOAD BEARING WALL: 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF NEW (2) 2NIO" RAISED HDR -} -I- . . + . + . . . . . . + + + + + + .} + + + + + AS INDICATED BY HATCHING. BEAM TO PROMOTE AIR CIRCULATION AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND _ _ _ + + + + + F.J. OR BEAM (WHEN APPLICABLE) BELOW. CONCRETE INTERFACES - T- - -- - - " -- _ + + + + + + "'�-' 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN z zo PROP. I + + + + + �' HOLDOWN (IST FLOOR TO 2ND FLOOR): PLACE ONCE BEAM PLACED. p 2Ix p 2v ' p luPROF. LANDING + + + + + + HOEDOWN A AS PER PAGE 6-003 4B HOEDOWN (FOUNDATION TO 1ST FLOOR): 15 ATTIC ACCESS - PULL-DOWN STAIR: Q Np SCREENED IN p0 �p 40 S.F. i + + + + + + HOLDOWN 'B' AS PER PACE 6-003 I. MIN. 350 CAPACITY 0�w ;w + + + + + + i- 0) �N PORCH 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30) I � � + + + + + + 4D HOLDOWN (FOUNDATION TO 15T FLOOR)- 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. �� 146 S.F. �� i , PROF. + + + + + + I • HOEDOWN 'D' AS PER PAGE 6-003. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-49ii POOL { + + + + 9 INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR 0 0 137 S.F. y ^` RIDGE BEAM P05T STRAPPING (INTERIOR POSTS): RETAINER TO PREVENT INSULATION FROM ENTERING N z� z� I _ _ _ _ _ _ _ ___._.___ + + + + + + + + + + + + W 5A 1. CONNECT RIDGE BEAM P05T TO SUPPORTING MEMBER DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 d z d z BELOW (C.J. OR FLUSH BM., AS NOTED) w/ INVERTED Q' z (UNDER SEPARATE s (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE Q SIMPSON 506 P05T CAP THERMAL ENVELOPE OF BUILDING). a ry ry ___--__-___ _________ __- _____ O APPLICATION) + + + + + + g 2. ALTERNATIVELY CONNECT w/ 5IMPE50N C520 5. INSTALL AS PER MANU. SPEC.'S � IL N X lLU) + + + + + + STRAPPING, WRAPPED UNDER 4 BACK UP 5UPPORTIN6 0� „ , _ - + + + + + + 9 MEMBER (w/MAXIMUM END LENGTH NAILING ACHIEVED O� NEW (2) 2"xl0 RAISED HDR ._____ _ ___._. + + + + + + TOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.D � I ON STRAPPING ON BOTH SIDES OF RIDGE POST). I6 TO ACCOMMODATE INTERIOR GARAGE DOOR 4 OVERHEAD _.___._. _- _ ____�_._____�__.__. 4D 46ARACE POOR R CLOSURE (VERIFY DIM. IN FIELD) 4D NEW (2) I.?5"x11.8"f5" T.J. 2.OE �F• ~�R _ - - _ + + + + 3. 5TRAPPIN6 SHALL BE USED IN LIEU OF INVERTED a + + POST GAP FOR POSTS WITH WIDTH.i LESS THAN 5.5 I + + + + + + x4 POSTw/ COLUMN CASING RIDGE BEAM POST STRAPPING (ABOVE WINDOWS): I? I. PROVIDE 4"x4" P.T. POST INSIDE H540 PERMAGAST MIGROLLAM LVL HDR ® _ '�__ _ _ _ _ - _ _._ _ _ _ _ _ _ _ _ 5B I. CONNECT RIDGE BEAM POST TO WINDOW HDR w/ (OR EQUAL) COLUMN CASINO. 1 SIMPSON C520 STRAPPING (INDIVIDUAL STRAP PER EA. 2. CONNECT POST TO P. GONG. PIER w/SIMPSON ABU44Z PROP. PATIO - --- ,----- - P05T PLY). POST BASE 4 PROVIDE 2" MIN. GONG. COVER ON ALL QQ --: 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH SIDES. PROP. �7 ®� 1'15 S.F. HEADER 4 POST. 3. EXTEND POST DIRECTLY TO 2ND FLOOR DROPPED BM. KITCHEN 4. CONNECT POST TO BEAM w/ SIMPSON ACH4Z POST GAP 216 S.F. a Q ~ NEW UN-REINFORCED P. GONG. 5LAI3 (PROVIDE 5HIMMIN6 AS REQ.V TO MATCH BEAM WIDTH PROP. I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON TO POST GAP WIDTH). DINING Q IL dJ OO 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS FOR WOOD STAIRS ® GRADE: AREA Q4 z N O PROPOSED AT EXTERIOR LOCATIONS) UPON R J 15 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON 143 S.F. 4 p 0- -1 p 3. 4" (MIN.) GRAVEL BASE 6" GRAVEL UNDER 2NI2" P.T. STAIR 57RINOER5 a wl� d z O NEW REINFORCED P. GONG. SLAB MAX. W' O.G., U.O.N. (MIN. 3 5TRINOER5) q)z Q'u 6B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON VARYING F.J. DEPTH ACCOMMODATION: 0 N 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR SLABS w - 0 PROPOSED AT EXTERIOR LOCATIONS) UPON I9 FASTEN 3"x4" PLATE (RIPPED TO DEPTH REWD) UPON z L w N 3. 4" (MIN.) GRAVEL BASE PLY OF BEAM NEAREST 2"xb" F.J., TO MATCH BEARING z - - - - " - E - - - - - HE16HT OF ADJACENT 2"x8" F.J. _ DROPPED BM. WRAPPED IN Ix AZEK TRIM BD. _ VL FOUNDATION FOR WD. DECK: 17 1A FREE-STANDING P05T CONNECTIONS: 0IT PROP. LANDING IT- ND. P.T. BM. UPON SIMPSON ABA24-2Z POST BASE UPON O aN5" POST TO LVL F.J./UP5ET BM. G NEW(4) I"i5"x18" T.J. 2 0E MICROLLAM LVL RAISED HDR 10"� P. GONG. PIER AS PER DECK DETAIL 5/A-401. - CONNECT NOTCHED POST (AS INDICATED ON B2 NEW (5) 1.15"x11.575" T.J. 2.OE G 65 S.F. N U H J w L A NG 5 NING 4 4D FASTEN UPSET BM. TO RAISED HDR w/SIMP50N HOUS'1.25/14 PER FASTENING SCHEDULE 'B' ON PAGE G-003. EXCEPT: FOUNDATION 4 POSTS FOR HP. PECK: STRUCTURAL PLANS) TO UPSET BM, w/ SIMPSON EPCSZ 3G B3 83 MIGROLLAM LVL UPSET SM. 3B 12 NEW (5) 2 xl2" HDR NOR. 4 LOCATE JACK STUDS BELOW CENTER OF UPSET BM. - (40) SD NAILS a EA. END OF STRAPPING GONNEGTINC JACK "IB 4"x4" P.T. P05T UPON 12"m P. GONG. PIER UPON POST GAP. _ _ (FLUSH w/ BOTTOM OF F.J.) - _ _ _ _ - - STUDS TO HD CONNECT UN-NOTCHED POST TO LVL F.J. w/ SIMPSON - STU R (NOTATION 'A') PERD" DEEP/ GONG. CONTINUOUS FOOTING A5 ►.::'r - - - - - PER DETAIL 9/A-401. GGQ685D52.5 COLUMN GAP I " - - -``� - (2) 2"xl0" FULL HOT. KING STUDS w/(2) SIMPSON A34 ANGLE - INSTALL UPON FOUNDATION-LEVEL (5) 2"xb" F.J. I B2 PANTRY = - -T�q(u) - - - - CONNECTORS PER TOP/BOTTOM PLATE CONNECTION a EA. BENEATH w/ INVERTED "GGQBSSD52.5 COLUMN GAP I Lu 4A 4D SIDE(NOTATION 'G') FOUNDATION POSTS FOR SGREEi`IED IN PORCH: I 20 O - N I- V z z 0 w - F 4 - (4) SIMP50N A34 ANGLE CONNECTORS TO FASTEN HDR TO O"1G 4"x4" P.T. P05T UPON 10"(P P. GONG. PIER UPON "SQUARE S.F. i O 0 N FOUNDATION WALL HEIGHT CHANGE: I I c�v d a N� _ ,p � ^ 4D I KING STUD (EA. SIDE), IN LIEU OF END-NAILING (NOTATION 'D')FOOT" 5F-22 CONCRETE PAD FOOTING, AS PER DETAIL 21 STEP UP TOP OF FOUNDATION WALL APPROXIMATELY ? J d 0 z d -j - (4) 2"xl0" JACK STUDS (NOTATION 'E') N 6/A-401. I.'15", AS REQUIRED TO ACCOMMODATE DIFFERENCE IN CL ~ 3 a 1Lz w I u z 31d O 3 [L O DEPTHS OF EXISTING F.J. I PROP. 5 S.F. N j �n ® "'z Q ® _ ;� ~ (� ~ eJ w FOUNDATION 4 POSTS FOR SCREENED IN PORCH: 1 BEDROOM i v r =O ? N N b w IL d ? N ry U 0 ty U x v 1 g 1D 6"xb" P.T. P05T UPON 12"(P P. GONG. PIER UPON "SQUARE I IL I N x -� LE IIIUI LL F.1 0 � Wdl r ~ 0 v 151.8 S.F. O f!L x J FOOT" SF-52 CONCRETE PAD FOOTING, AS PER DETAIL I i: d I O ' 0 u ll F = 3 N O POST 4 COLUMN DESIGNATIONS: I r- - z x Z)z Q a N � � r r d �p -a ra pwp v "1/A-401. - .�� ,,JJ O �z z � z ...I ll to Q POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED I cV .D X ® m N O cv L x 0 0 Q l (V L-O ^ (�0 p l kn 0 w ® 1 0 p w AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY [u FOUNDATION 4 POSTS FOR WD. PLATFORM: X ® in � N F m .v m "fE SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED u PROP. v N r 4 V �[ V y tt � v z-i - x� - O 0 O 4 x4 P.T. POST UPON 10'4� P. GONG. PIER A5 PER BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD - w BUILT IN w X zN X zN w y F DETAIL 10/A-401. V.I.F. PIER LOCATIONS PER EXIST. FRAMING REQUIREMENTS. 4B PROVIDED z w ® w w ®; ii 13 z u z O N GENERATOR SIZE 4 PLACEMENT. C F J - U, 1 a d PAD FOOTING A2 (2) 2"x4" POST B2 (2) 2"xb" POST - BY I.D. B3 U 0 F`p 31 } 3 I I w d �i 0 V V.I.F. EXIST. (5) 0 0 ® I O P. GONG. PIER UPON 24"x24"x12" DEEP P. 1 13 2"x8" FLUSH BM. V.I.F. EXIST. (3) 2"x8" � 0 0 z NEW(5) I.'15"x'1.25" IL GONG. PAD FOOTING AS PER DETAIL II/,A-402. NEW (3) i."I5 x'i.25 (MIN. SIZE);GUT a FLUSH BM. (MIN. SIZE); I ~ v F= IT.J. 2.OE MIGROLLAM NEW (3) I.'i5"x'1.25" T.J. 2.OE MIGROLLAM T.J. 2.OE MIGROLLAM 5UPPORTIN6 F.J. GUT 0 SUPPORTIN6 F.J. 1�1 0 N 0 PROJECT: ®--� (3) 2"x4" POST B- (3) 2"xb" POST 30 LVL FLUSH BM. w/ PAD FOOTING B3 LVL w/(2) " THK. STL. FLUSH BM. w/ LVL FLUSH BM. w/ 4 FASTEN w/ NEW 4 FASTEN w/NEW I 0 1 - 8B 14"m P. GONG. PIER UPON 30"x30"xl5" DEEP P. GU55.50/8 HANGER SIMPSON HWPH HANGERS (W=6.625 /H="f.25 HCU55.50/8 HANGERS z GONG. PAD FOOTING AS PER DETAIL 12,/A-402. A4 (4) 2"x4" POST B4 (4) 2"xb" POST - _ _ _ _ _ _ = I HU26-3 HANGERS 1 HU26-3 HANGER _ ,} - - - �- - - - --1 z ® O_ PAD FOOTING 4 4D `1 V.I.F. EXIST. 2"x8" F.J. 0 3B IPV�GG 0- z SARAKATSAN N IS O8G 14"� P. GONG. PIER UPON 36"x36"xl8" DEEP P. AS (5) 2"x4" POST B5 (5) 2 x6 POST I6 O.G. OUT ® NEW FLUSH �_ H I F. u a NEW 2N5" I� I I BEAMS 4 FASTEN w/ ROOM N v v O GONG. PAD FOOTING AS PER DETAIL 13,/A-402. RECONSTRUCTION 12" O.G. 51MP50N LU528 HANGERS NEW(2) 2"x8"I '744 S.F. I X w0 1 N O 0 x IL CONTINUOUS FOOTING 0- �G 4"x4" P05T x E vw", POST I F.J. BELOW w �� Q PROP. I F 2ND FL. HDR 13 u x- y-= w d _z QA ATHROOM NEW 2 2"x8° NEW (2) 2"x8" FLUSH BM. w/ F A2 _ iv® - -i m d I6"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL W 51 5 F F.J. BELOW SIMPSON LU528-2 HANGERS JACK STUD NEW(2) 2"XIO" > 1 R x 6 IL 0 x 20/A-403 (AT 6ARAOE ONLY) 4"x6" P05T 8"x8" POST v t-^ > POST ABOVE - - - CHIMNEY HDR D m--0 �-M o az o m 1 I 1 20 1 _ _ J o w 750 BROOKS RD CONTINUOUS FOOTING w IQ F NOTCH TOP OF B3 _ - - o _N U)M y SOUTHOLD, 11944 aB 24"xl2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL 3-1/2" O.D. 5GH 40 5-1/2" O.D. 5GH 40 m ILA -1 Iq/A-403 6 STL. COL. (ASTM H STL. GOL (ASTM ® 0 w u�d 3B N ?U NEW (3) POST TO m` m A3 p--� O p _ X IL O 20 ( y � X p p d TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: u A123) BY 51MS A123) BY SIMS -i 0 tK N I ( I w = • I.75"x7.25' T.J. ACCOMMODATE x NEW (2) 2"xl0" I Q �'"w Nz U Z0I 2.OE MICROLLA VARYING BEAM w N n 10 2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD STEEL (OR EQ.) STEEL (OR BO) V d •. x I - ll x_ - z -3 A2 CHIMNEY HDR w Ft w > r � �� _ _ L- _ �VL FLUSH BM DEPTHS IL 1 0. N o DRAWING TITLE: 4 SILL SEAL N z�Z I w Q -• > ® ,::... cv O z p to N • ANCHOR BOLTS AS PER PAGE 6-003 WALL STUD FRAMING NOTE: X 0 O 5 O -- - -- - - i aC d • P. GONG. FOUND. WALL AS PER DETAILS II/A-403 4 COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH w 0 �1L ' ' V.I.F. EXIST. (3) I.'15"xT.25" I ~ 0 i �_ N PROPOSED STRUCTURAL PLAN A3 20/A-403 SPECIFICALLY INDICATED JOISTS, BEAMS UNSHEATHED Q -i 0 ► B2 3G A3 3B 3C T.J. 2.OE MIGROLLAM LVL - z w O i IY w 0 • P. GONG. FTC. AS PER DETAILS) NOTED SEPARATELY POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON F 1 �11 FLUSH BM. (MIN. SIZE) OR - ? 1 ( A2 dJ PROVIDE NEW;FASTEN TO r z • ASPHALTIC MA5TIG DAMP PROOFING TO EXTERIOR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY N O O �I� O Q BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY STUDS { -i X J O> 0 N v 5UPPORTIN6 BEAM w/ N V N p U1 p z 0 B.O. FOOTING 3-O BELOW GRADE MIN. If O w 0 SIMPSON H6US5.50/8 HNCR. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN PROVIDED AS INDICATED BY FOST/COLUMN DESIGNATIONS. x ll V (Q PROP. APPLICABLE) MODIFIED O wm � -i p �� ENTRY N � • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / GARAGE p p MUDROOM d � PROP' w ® w ® m Q? ui 4 O TYPICAL DOOR/WINDOW HEADER NOTE: - I d� ( I 124 S.F. z BATH I I w w x c�v iL m STOOPS (WHEN APPLICABLE) PROVIDE (2) 2NIO HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. 252 S.F. cv ; ® �0 x YI =0 N V2 86 S.F. � ? ? z , PAGE: • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET SEE PAGE 6-003 FOR NAILING/5T'RAPPING/FRAMIN6 REQUIREMENTS I�? dJ cV v u H- 0� - it - U FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. z U -x< N-7 (`I 0 X MULTIPLE-SEAT TOP-FLANGE GONN'ECTOR: SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: IY w I II CONNECT RIDGE BM. 4 VALLEYS TO SUPPORTING RIDGE BM. m IL O jx w/SIMP50N M50 CONNECTOR. SIZE CONNECTOR BASED ON 4B NEW (5) 2NI2" HDR 1 QI z pl QI I > Icy O � 10 m 0 UAOM,6, SIZE OF RIDGE 4 VALLEYS CARRIED. _ _ _ z N� NEW (5) I."15 xa.5 T.J. 2.OE MIGROLLAM LVL HDR • 4 4D _ NEW (3) 2"xl0" HDR _ DATE: 08/18/24 20 OF 24 SOIL BEARING CAPACITY NOTE: z ®v 12 X ®V STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL I N �0 PROP. iV-j0 P 4 4D BEARING CAPACITY OF 1.0 TON/5.F. V� COVERED 3 d= OU OCR PORCH I"I z 17 HO R 14 5.F. 1• � �� _NEW_2 2"x8" FLUSH_BM._ _ _ _ _ _ 17 G G (SPANNING CONTINUOUSLY) G G C°?� lJ. v s� FROPOSEI7) FIRST FLOOR STRUCTURAL FLAN SCALE: 1/4" = I'-O" 0EI ` ERAL 5��50L E I EXISTING NEW PARTIAL HEIGHT TO BE DEMOLISHED WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) ^ C I Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J cz 5TL. WHEN APPL I GABI-E) C 3 M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL y N WOOD FRAME (L.G. 5'rL. POST FOR 4 WALLS =rr 0Dj WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL p P05T FOR (b" WALLS), U.O.N. _ -0 � C09 NEW 2-HR FIRE RATED � _ WOOD FRAME (L.G. 5TL. N z O WHEN APPLICABLE) d •� L0 X N 57RU07URAL PLAN NOTES � � pp �, � i +-� SPLICED 5TRUGTURAL MEMBER: TYPICAL LEDGER BOARD: O (j (J L0 O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR Q O ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY EXTERIOR INSTALLATIONS) ABOVE INDICATED POSTS/COLUMNS. 2. SECURED w/(2) 5/8" cp x 5" LONG H.D. 6AL. LAG ® STACKED P05T/COLUMN: BOLTS ® 16" O.G. LOCATE INDICATED P05T/COLUMN BENEATH P05T/COLUMN 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMP5ON' (OR ON FLOOR ABOVE. EQUAL) 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING STACKED POST/COLUMN: 2B UC TKED UNDERNEATH SIDING $ BENT OVER TOP EDGE LOCATE INDICATED PO5T/COLUMN A50VE P05T/COLUMN ON OF LEDGER BD. FLOOR BELOW. EXTENDED FRAMING TO ROOF RAFTERS: LATERAL SUPPORT OF FLITCH BEAM PROVIDE FRAMING EXTENDING FROM G.J., WALL, BEAM, OR 13 PROVIDE BLOCKING TO FLITCH PLATE F.J./FLUSH SM. HEADER(BELOW) TO SUPPORT R.R (ABOVE). FROM PARALLEL F.J. TO ENSURE ADEQUATE LATERAL 4J BRACING OF STRUCTURAL MEMBER. 3B LOAD BEARING WALL (ABOVE): BEAM POCKET: AS INDICATED BY DASHED OUTLINE. 1. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY • WIDTH OF BEAM, FOR A LENGTH OF � THE WALL UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. THICKNESS (5.5" MINIMUM). m 3G INTERIOR LOAD BEARING WALL:. 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF 4 J W AS INDICATED BY HATCHING. BEAM TO PROMOTE AIR CIRCULATION ■ AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 5. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND F.J. OR BEAM (WHEN APPLICABLE) BELOW. CONCRETE INTERFACES HOEDOWN (1ST FLOOR TO 2ND FLOOR): 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN HOLDOWN 'A' A5 PER PAGE 6-003 PLACE ONCE BEAM PLACED. O4B HOLDOWN (FOUNDATION TO 15T FLOOR): IS ATTIC ACC F-55 - PULL-DOWN STAIR: HOLDOWN 'B AS PER PAGE 6-005 O I. MIN. 550 # CAPACITY 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x5O'9 4D HOLDOWN (FOUNDATION TO 157 FLOOR): 5.DEL. FRAMING WHEN NEW OPENING, U.O.N. HOLDOWN 'D' AS PER PAGE 6-005. 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-441 INSULATION ABOVE w/ WV. FR. (OR EO) BAFFLE OR RIDGE BEAM P057 STRAPPING iINTERIOR POSTS): RETAINER TO PREVENT INSULATION FROM ENTERING 5A I. CONNECT RIDGE BEAM P05T TO SUPPORTING MEMBER DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 BELOW (G.J. OR FLUSH BM., AS NOTED) w/ INVERTED (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 51MP50N 506 POST GAP THERMAL ENVELOPE OF BUILDING). 2. ALTERNATIVELY CONNECT w/SIMPSON 0520 5. INSTALL AS PER MANU. 5PEG.'s STRAPPING, WRAPPED UNDER $ BACK UP 5UPPORTIN6 MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED TOP OF FOUND. WALL MAY BE STEPPED DOWN AS REO.'D ON 5TRAPPIN6 ON BOTH 51MES OF RIDGE POST). ib TO ACCOMMODATE INTERIOR GARAGE DOOR 4 OVERHEAD 00 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED 6ARA6E DOOR CLOSURE (VERIFY DIM. IN FIELD) P05T GAP FOR POSTS WITH WIDTH5 LESS THAN 5.5" RIDGE BEAM F05T 5TRAPPING (ABOVE WINDOWS): 17 1 P POST w/ COLUMN CASING: 5B I. CONNECT RIDGE BEAM P057 TO WINDOW HDR w/ • PROVIDE 4"x4" P.T. POST INSIDE HBdG PERMAGAST SIMPSON 0520 5TRAPPIN6 (INDIVIDUAL STRAP PER EA. (OR EQUAL) COLUMN CASING. 2. CONNECT POST TO P. GONG. PIER w/SIMPSON ABU44Z POST PLY). 2. ACHIEVE MAXIMUM END LENGTH NAILING AT B SIDE OTH S BASE 3 PROVIDE 2" MIN. GONG. COVER ON ALL HEADER d POST. IDES. 3. EXTEND POST DIRECTLY TO 2ND FLOOR DROPPED BM. I 4. CONNECT POST TO BEAM w/ 51MPSON AGH4Z P05T GAP PROP NEW UN-REINFORCED P. GONG. SLAB (PROVIDE 5HIMMIN6 AS REO.'D TO MATCH BEAM WIDTH ROOFTOP I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON TO POST GAP WIDTH). DECK 2. b MIL POLY VAPOR BARRIER (OMIT FOR 5LA55 FOR WOOD STAIRS ® GRADE: 550 5.F. WALL 57UP 5PAGING: PROPOSED AT EXTERIOR LOCATIONS) UPON COORDINATE 5PAGING OF WALL STUDS w/G.J. (G.J. 6 3. 4" (MIN.) 6RAVEL BASE 18 " GRAVEL UNDER 2 THK. P. GONG. PAD 5"I2 P.T. STAIR STRINGERS WIDE x REQ'D LENGTH UPON 5PAGING CONTROLS). STUDS SHALL BE ® 12" O.G. NEW REINFORCED P. GONG. 5LAt3 MAX. 16" O.G., U.O.N. (MIN. 5 5TRINGERS) WHERE G.J. INDICATED A5 12" O.G. THE USE OF DOUBLE 6B 1. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON TOP PLATES SHALL NOT ELIMINATE THI5 REQUIREMENT. 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR 5LAB5 VARYING F.J. DEPTH ACCOMMODATION: PROPOSED AT EXTERIOR LOCATIONS) UPON Iq FASTEN 5"x4" PLATE (RIPPED TO DEPTH REO.'D) UPON 5. 4" (MIN) &RAVEL BASE PLY OF BEAM NEAREST 2"x6" F.J., TO MATCH BEARING It NEW (2) 2"xl0" PROP BALCONY HEIGHT OF ADJACENT 2 x8 F.J. NEW 2'xl0 G.J. ® 12O.G.O. FOUNDATION FOR AD. DECK: (DEGREASED 5PAGING G.J. BELOW 7A W FREE-STANDING POST GONNECTION5:D. P.T. BM. UPON SIMPSON ABA24-:!Z POST BASE UPON O EELOW BEARING WALLS) JACK STUDS '74 S.F. 10"4) P. GONG. PIER AS PER DECK DETAIL 5/A-401. 8"xb" POST TO LVL F.J./UPSET BM. OF WINDOW - CONNECT NOTCHED POST(AS INDICATED ON 4 ABOVE NEW (5) I.'15"x20" T.J. 2.OE MIGROLLAM LVL HDR w/(5) SIMP50N FOUNDATION 4 POSTS FOR WD. DECK: STRUCTURAL PLANS) TO UPSET BM, w/SIMPSON EPGSZ B3 4 A54 ANGLE CONNECTORS FASTENED TO KING STUDS AT EA. END TB 4"x4" P.T. P05T UPON 12"(P P. GONG. PIER UPON - POST GAP. NEW (5) 2"xl0" HDR OF HDR (IN LIEU OF END NAILING) P. GONG. CONTINUOUS f=00TING AS ' 4 24"xl2" DEEP CONNECT UN-NOTCHED POST TO LVL F.J. w/ SIMPSON PER DETAIL P. COI. GG068SDS2.5 COLUMN GAP INSTALL UPON FOUNDATION-LEVEL (5) 2"xb" F.J. 2B FOUNDATION $ POSTS FOR SCREENED IN PORCH: BENEATH w/ INVERTED "GC055SDS2.5 COLUMN GAP 1G 4"x4" P.T. P05T UPON 10"� P. GONG. PIER UPON "50UARE FOUNDATION WALL HEIGHT CHANGE: I _ _ , U 0� I� 1 FOOT" SF-22 CONCRETE PAD FOOTING, A5 PER DETAIL 21 STEP UP TOP OF FOUNDATION WALL APPROXIMATELY N L - - 0 z 0 N PROP. Lu 6/A-401. 1."15", AS REOUIRED TO ACCOMMODATE DIFFERENCE IN �I~ W GL. 3B SITTING Q Z DEPTHS OF EXISTING F.J. ?7 0 IS S.F. ® 0 l� I w f 0. -i cV ROOM 0n FOUNDATION 4 POSTS FOR SCR3=EKED IN PORCH: I PROP. p z v - ( 0 48 S.F. 7 Q u. i v TD 6"xb" P.T. F05T UPON 12"0 P. GONG. PIER UPON "5QUARE _ iR Q BEDROOM t) ?w I I I V wQ �� (� PROP. FOOT" SF-52 CONCRETE PAD FOOTING, AS PER DETAIL 1 O 0 X-p 22g S.F. O 0 ~qa - Nw 'Q U ` > I ^ BEDROOM I 0 'i/A-4o1. POST $ COLUMN DEV GNATI ON5: x= - x= O Q m is s POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED I cV r tV X v �3 !C In J? 271 S.F. FOUNDATION 8 POSTS FOR WD. PLATFORM: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY X ® ^V 0 ® N 00 Q "fE SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 1 w m w y Qw � Q I 4'x4 P.T. POST UPON 10 (P P. GONG. 'PIER AS PER z w z R BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD I --� to DETAIL 10/A-401. V.I.F. PIER LOCATIONS PER EXIST. �w�p ..� I I z � GENERATOR SIZE d PLACEMENT. FRAMING REQUIREMENTS. I U ry m Q I - - - - - - - - - - - Iw ® PAD FOOTING ®---a (2) 2"x4" POST B2 (2) 2"xb" POST u PROP• w 0 0 O ( Q 14"0 P. GONG. PIER UPON 24"x24"xl2" DEEP P. 3B W.I.G. b v 0 w z x C] GONG. PAD FOOTING AS PER DETAIL. II/A-402. I v 118 S.F. x 0, I I 0 z N PAD FOOTING A3 (3) 2"x4" POST B3 (5) 2"xb" POST - - - - 2B I I I cv I� I N 0. w z PROJECT: SB 14"4) P. GONG. PIER UPON 30"x5O"xl5" DEEP P. X -j = GONG. PAD FOOTING AS PER DETAIL. 12/A-402. A4 (4) 2"x4" P05T B4 (4) 2"xb" P05T 4 --- z i _ 1 SARAKATSAN N IS PAD FOOTING I- X 8G 14"(P P. GONG. PIER UPON 36"x56"x15" DEEP P. f 5 (5) 2"x4" POST B5 (5) 2"xb" POST I III -0 RECONSTRUCTION GONG. PAD FOOTING AS PER DETAIL. 13/A-402. N I I NEW 2"xl0" G.J. ® 12" O.G. I n u CONTINUOUS FOOTING O-E 4"x4" POST x: E 6"xb" POST I (DEGREASED 5PAGING z V / BELOW BEARING WALLS) U v z qA I6"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL 20/A-405 (AT 6ARAOE ONLY) D 4"xb" P05T F 5"x8" P05T U v O O I lxI ©--� ®'-� o o - ryl Iry I�+n°" B2 3G 750 BROOKS RD CONTINUOUS FOOTING x= L qB 24"xl2" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL 3-I/2" O.D. 50H 40 5-1/2" O.D. 50H 40 N GL, GL m m SOUTHOLD, 11944 Iq/A-403 5TL. COL. (ASTM 5TL. COL (ASTM p--a Q---a PROPOSED I ® 15 TYPICAL P. GONG. FOOTING t WALL CONSTRUCTION: AI25) BY 51M5 A125) BY 51M5 UNFINISHED z z z III O O STEEL (OR Eaa STEEL (OR Ea) I I 10 (2) 2 xb' P.T. SILL PLATES w/COPPER TERMITE SHIELD UNCONDITIONED � 6 SILL SEAL DRAWING TITLE: SPACE • ANCHOR BOLTS AS PER PAGE 6-003 WALL STUD FRAMING NOTE: 3G A2 h 3B • P. GONG. FOUND. ALL AS PER DETAILS Iq W/A-405 E COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH 3G 0 I PROPOSED STRUCTURAL PLAN W 20/A-403 SPECIFICALLY INDICATED JOISTS, BEAMS rE UNSHEATHED • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY - - - - - - -- - - - I • B.O. FOOTING 5'-0" BELOW GRADE MIN. BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS • I/2" EXPANSION JOINT ® PERIMETE:R OF SLAB (WHEN PROVIDED AS INDICATED BY PO5T/COLUMN DESI6NATIONS. - F- I� S.F. in.? PROF. x 1 PROP. O 0 _ v 0 BATHROOM ry APPLICABLE) _ BR. x 0. O p x X "14 S.F. I ,O 1= 3B - I • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / N� x 0. TYPICAL DOOR/WINDOW HEADER NOTE: (r STOOPS (WHEN APPLICABLE) PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. N N O PROP. I 1 PAGE: • MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET 5EE PAGE 6-005 FOR NAIL ING/5TRAPPIN6/FRAMINO REOUIREMENT5 � �"-1 N< FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) (BY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. uz w - 12"i S.F. J MULTIPLE-SEAT TOP-FLANGE CONNECTOR: SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: W - - - K It - I I CONNECT RIDGE SM. 3 VALLEYS TO 5UPPORTING RIDGE BM. V z? C - - - - - - �L z 0u0soo w/SIMPSON MSG CONNECTOR. SIZE CONNECTOR BASED ON -L5 SIZE OF RIDGE d VALLEYS CARRIED. 4 ( S.F 1 i _ I` B3 2B NEW (5) 2"xI2" HDR DATE: 08/18/24 21 OF 24 501E BEARING CAPACITY NOTE: STRUCTURAL DEVON OF FOOTINC75 ASSUMES A SOIL NEW 2"xl0" G.J. ® 12" O.G. 4 BEARING CAPACITY OF 1.0 TON/S.F. (DEGREASED SPACING BELOW BEARING WALL5) D R� �a I �.A •�:fir �� , F14 FROPOSEI7) SEGON17) FLOOR STRUCTURAL FLAN SCALE: 1/4" = 1'-0" 0EI ` ERAL 5 I �5Ol= < I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT a WOOD FRAME (L.O. 5TL. Q EX15TINO TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. T NEW FOUNDATION WALL II Lu W 5TL. WHEN APPLICABLE) C J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL I I aa,' LNf) WOOD FRAME (L.O. 5TL. © POST FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. _W �+ (.0NE 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. 0 O N z 0 WHEN APPLICABLE) d 'cu Lo C 2: X :3 N 0 O 4- 1 STRUCTURAL PLAN NOTES 0 m ', , � 4-' nJ J Ln SPLICED STRUCTURAL MEMBER_ TYPICAL LEDGER BOARD: O O O C O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 I. (1) 2"x BD. TO MATCH DEPTH OF JOISTS (P.T. SD. FOR Q r- Q_ 0 ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY EXTERIOR INSTALLATIONS) ABOVE INDICATED POSTS/GOLUMN5. 2. SECURED w/(2) 5/8" 4) x 5" LON& H.D. SAL. LAO ® STACKED P05T/COLUMN: BOLTS ® I6" O.G. LOCATE INDICATED P05T/COLUMN BENEATH POST/COLUMN S. INSTALL H.D. &ALV. J015T HANGERS BY 'SIMP5ON' (OR ON FLOOR ABOVE. EQUAL) STACKED POST/COLUMN: 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING 2B LOCATE INDICATED PO5T/COLUMN ABOVE P05T/COLUMN ON TUCKED UNDERNEATH SIDING E BENT OVER TOP EDGE OF LEDGER BD. FLOOR BELOW. LATERAL SUPPORT OF FLITCH BEAM EXTENDED FRAMING TO ROOF RAFTERS: 13 PROVIDE BLOCKING TO FLITCH PLATE F.J./FLUSH BM. PROVIDE FRAMING EXTENDING FROM C-1, WALL, BEAM, OR FROM PARALLEL F.J. TO ENSURE ADEQUATE LATERAL 70 HEADER(BELOW) TO SUPPORT R.R (ABOVE). BRACING OF STRUCTURAL MEMBER. y 3B LOAD BEARING WALL (ABOVE): BEAM POCKET: AS INDICATED BY DASHED OUTLINE. 14 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY WIDTH OF BEAM, FOR A LENGTH OF I THE WALL n1 UPON F.J. OR BEAM (WHEN APPLICABLE!) BELOW. THIGKNE55 (3.5" MINIMUM). W 3G INTERIOR LOAD BEARING WALL: 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF 4-j m AS INDICATED BY HATCHING. BEAM TO PROMOTE AIR CIRCULATION ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND F.J. OR BEAM (WHEN APPLICABLE) BELOW. CONCRETE INTERFACES HOEDOWN (IST FLOOR TO 2ND F C�OR : 4. BEAM SHALL REST ON &ALV. STEEL SHIMS;&ROUT IN PLACE ONCE BEAM PLACED. HOLDOWN 'A' AS PER PAGE 0-005 U 4B HOLDOWN (FOUNDATION TO IST FL��)OR): I5 A MIN.IIAC #ESS -PTYL-DOWN STAIR: HOEDOWN 'B' AS PER PAGE 6 003 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 4D HOLDOWN (FOUNDATION TO 15T FLOOR): 3.DEL. FRAMING WHEN NEW OPENING, U.O.N. HOLDOWN 'D' AS PER PASE 6-003. 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-411 INSULATION ABOVE w/HP. FR. (OR EQ) BAFFLE OR RIDGE BEAM POST 5TRAPPIN5 (INTERIOR POSTS): RETAINER TO PREVENT INSULATION FROM ENTERING 5A I. CONNECT RIDGE BEAM P05T TO 5UPPORTING MEMBER DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 Q BELOW (G.J. OR FLUSH BM., AS NOTED) w/ INVERTED (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SIMPSON 506 POST GAP THERMAL ENVELOPE OF BUILDING). 2. ALTERNATIVELY CONNECT w/ SIMPSON 0520 5. INSTALL A5 PER MANU. SPEG.'s STRAPPING, WRAPPED UNDER b BACK UP 5UPPORTIN6 MEMBER (w/ MAXIMUM END LENGTH NAILING ACHIEVED TOP OF FOUND. WALL MAY BE STEPPED DOWN AS REO.'D ON 5TRAPPIN6 ON BOTH SIDES OF RIDGE POST). I6 TO ACCOMMODATE INTERIOR GARAGE DOOR E OVERHEAD 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED 6ARA6E DOOR CLOSURE (VERIFY DIM. IN FIELD) P05T GAP FOR P05T5 WITH WIDTHS LE55 THAN 5.5" RIDGE BEAM P05T STRAPPING (A330VE WINDOW 1 S): 1 E P POST w/ COLUMN CASING: 5B I. CONNECT RIDGE BEAM POST TO WINDOW HDR w/ I. PROVIDE 4"x4" P.T. POST INSIDE HBdG PERMAGAST 51MP50N 0520 STRAPPING (INDIVIDUAL STRAP PER EA. (OR EQUAL) COLUMN CASING. 2. CONNECT POST TO P. GONG. PIER w/SIMPSON ABU44Z POST PLY). POST BASE $ PROVIDE 2" MIN. GONG. COVER ON ALL 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH SIDE5. HEADER $ POST. 3. EXTEND P05T DIRECTLY TO 2ND FLOOR DROPPED BM. 4. CONNECT P05T TO BEAM w/ SIMPSON AGH4Z POST GAP NEW UN-REINFORCED P. GONG. SLAB (PROVIDE SHIMMING AS REQ.'D TO MATCH BEAM WIDTH I. NEW 4" THK. UN-REINFORCED P. GONG, SLAB UPON TO POST GAP WIDTH). 2. b MIL POLY VAPOR BARRIER (OMIT FOR 5LA55 FOR WOOD STAIRS ® GRADE: PROPOSED AT EXTERIOR LOGATIO\15) UPON 18 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON 3. 4" (MIN.) GRAVEL BASE 6" 6RAVEL UNDER 2"xl2" P.T. STAIR STRINGERS NEW REINFORCED P. GONG. SLAB MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) 6B I. NEW 4" THK. P. GONG. SLAB w/6 W)"-10/10 W.W.M. UPON VARYING F.J. DEPTH ACCOMMODATION: 2. b MIL POLY VAPOR BARRIER (OMIT FOR SLABS 1a PROPOSED AT EXTERIOR LOCATIONS) UPON FASTEN 3"x4" PLATE (RIPPED TO DEPTH REO.V) UPON 3. 4" (MIN) GRAVEL BASE PLY OF BEAM NEAREST 2"xb" F.J., TO MATCH BEARING HE16HT OF ADJACENT 2"x8" F.J. 7A FOUNDATION FOR HD. DECK: FREE-5TANDINO POST CONNECTIONS: HD. P.T. BM. UPON 51MP50N ABA24-2Z POST SASE UPON 0 a"x5" POST TO LVL F.J./UPSET SM. 10"(P P. GONG. PIER A5 PER DECK DETAIL 5/A-401. - CONNECT NOTCHED P05T (AS INDICATED ON FOUNDATION $ POSTS FOR WD. DECK: STRUCTURAL PLANS) TO UPSET BM. w/SIMP50N EPGSZ P05T CAP. 7B 4"x4" P.T. POST UPON 12"0 P. GONG. PIER UPON - CONNECT UN-NOTCHED P05T TO LVL F.J. w/SIMPSON - - - - - - - - - - - - 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS 00068SDS2.5 COLUMN GAP PER DETAIL VA-401. - INSTALL UPON FOUNDATION-LEVEL (5) 2"xb" F.J. BENEATH w/ INVERTED "GGQSB5D52.5 COLUMN GAP FOUNDATION 8 POSTS FOR SCREENED IN PORCH: 1G 4"x4" P.T. P05T UPON 10"(P P. GONG. PIER UPON "SQUARE FOUNDATION WALL HEIGHT CHANGE: FOOT" SF-22 CONCRETE PAD FOOTIN&, AS PER DETAIL 21 STEP UP TOP OF FOUNDATION WALL APPROXIMATELY N 6/A-401. DEPTHS OFEXITS D TO S F ACCOMMODATE DIFFERENCE IN I \ I / Z FOUNDATION 8 POSTS FOR SCREENED IN PORCH: ?D b"xb" P.T. P05T UPON 12"0 P. GONG. PIER UPON "SQUARE \ / O FOOT" SF-52 CONCRETE PAD FOOTING, A5 PER DETAIL POST $ COLUMN DESIGNATIONS: U '7/A-401. POSTS 6 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O FOUNDATION $ POSTS FOR WD. PL.ATFORM: AS FOLLOW5. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY G \ - - - - - - � � I TE SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED D D 5A \ 4"X4" P.T. POST UPON . PIER LOCATIONS PER EXIST. BY OTHER CONSTRUCTION DOCUMENT NOTES # STANDARD DETAIL 01. V.I.F. P. GONG. PIER AS PER FRAMING REQUIREMENTS. / / B2 - - I- - - - - - - - - - 6ENERATOR.OR 5 S1IZE # PLACEMENT. PAD FOOTING @-� (2) 2"x4" POST B2 (2) 2"xb" POST I / ® 14"(P P. GONG. PIER UPON 24 x24 x12 NEW 2"xb" FRAMED DEEP P. I I Q GONG. PAD FOOTING AS PER DETAIL I I/A-402. � 3A 3G I I � A3 (3) 2"x4" POST 83 (5) 2"xb" POST / / I HA SECTION)TO PAD FOOTING PROJECT: 8B 14"(P P. GONG. PIER UPON 30"x50"A5" DEEP P. L UNFINISHED GONG. PAD FOOTING AS PER DETAIL 12/A-402. A4 (4) 2"x4" P05T B4 (4) 2"xb" POST L -- - - - - � UNCONDITIONED - - - PROP. I SARAKATSAN N IS PAD FOOTING ATTIC �G 14"� P. GONG. PIER UPON 36"x36"xl8" DEEP P. pi5 (✓) 2 x4 POST B5 (5) 2 xb POST I I044 S.F. I GONG. PAD FOOTING AS PER DETAIL 13/A-402. I I I I RECONSTRUCTION CONTINUOUS FOOTING D --E 4"x4" POST �--�E 6"xb" POST I QA I6"x8" DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL 20/A-403 (AT 6ARA6E ONLY) � 4 xb �POST LJ 8 x8 750 BROOKS RD POST \ CONTINUOUS FOOTING '"�"''' LL�-11 I I aB 24"xl2" DEEP P. GONG. CONTINUOUS FTS. AS PER DETAIL 5-1/2" O.D. 5CH 40 5-1/2" O.D. SGH 40 \ I O I SOUTHOLD, 11944 la/A-403 „ )� STL. COL. (A57M �__1 u I 5TL. COL (ASTM TYPICAL P. G W GONG. FOOTING 8 AI-L 0 CONSTRUCTION: A123) BY 51M5 -L l AI23) BY SIM5 I \ 10 . (2) 2"xb" P.T. SILL PLATES w/ COPPER TERMITE SHIELD STEEL (OR EO) STEEL (OR EG) I \ \ ( DRAWING TITLE: d SILL SEAL • ANCHOR BOLTS AS PER PAGE 6-003 WALL STUD FRAMING NOTE: \ • P. GONG. FOUND. WALL AS PER DETAILS IQ/A-403 b COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH I NEW 2"xb" FRAMED PROPOSED STRUCTURAL PLAN 20/A-403 SPECIFICALLY INDICATED J015T5, BEAMS $ UNSHEATHED \ WALLS C R.R. I B2 • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON I I I \ (SEE SECTION) / • ASPHALTIC MASTIC, DAMP PROOFING TO EXTERIOR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY • S.O. FOOTING 3'-0" BELOW GRADE MIN. BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY STUDS I - - - - - - - - - _ _ - - - - _ - - - - - - I/2" EXPANSION JOINT ® PERIMETER OF SEAS (WHEN PROVIDED AS INDICATED BY POST/COLUMN DESISNATION5. - -� B2 APPLICABLE) I I • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / TYPICAL DOOR/WINDOW HEADER NOTE: I / STOOPS (WHEN APPLICABLE) PROVIDE (2) 2"AO" HEADERS AT ALL DOORS 4 WINDOWS, U.O.N. MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET I \ PAGE: • SEE PAGE G-003 FOR NAILING/STRAPPINS/FRAMING REQUIREMENTS \ FOR HEIGHT OF WALL SLAB (WHEty APPLICABLE) (SY OPENING WIDTH) THAT SHALL BE PROVIDED,U.O.N. AN& A 0 4 10%k A01k MULTIPLE-SEAT TOP-FLANGE CONNECTOR: SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: I / \ / II 03' ON su GONNEGT RIDGE SM. d VALLEYS TO SUPPORTING RIDGE BM. _ w/51MP50N MSG CONNECTOR. SIZE CONNECTOR BASED ON 51ZE OF RIDGE B VALLEYS CARRIED. / _ \ DATE: 08/18/24 22 OF 24 501L BEARING CAPACITY NOTE: 57RUG7URAL DEVON OF FOOTIN55 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. fi 2 �\5 M. r 9T o�- FROFOSE7) A771 G 57RUG7L)RAL FLAN SCALE: 1/4" = 1'-0" 0E I EF; AL 5 I I " I50L <E I : - EXISTING TO BE DEMO NEW PARTIAL HEIGHTLISHED HOOD FRAME (L.G. STL. Q ~---"-1 EXISTING TO REMAIN WHEN APPLICABLE) � , -----{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C J O I-- -{ j 5TL. WHEN APPLICABLE) / NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V c: V) WOOD FRAME (L.G. 5TL. ® P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL � O O P05T FOR 6" WALLS), U.O.N. = a 0 WOOD FRAME(L..G. 5TL. o : N z O WHEN APPLICABLE) d 1 N d" 2 X CV O a-+ 1 STRUOTURAL PLAN NOTE5 -c 0O m ' r- SPLICED STRUCTURAL MEMBER: TYPICAL LEDGER BOARD: O NO O co O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS 12 I. (1) 2"x ED. TO MATCH DEPTH OF JOISTS (P.T. BD. FOR Q p• Q ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY EXTERIOR INSTALLATIONS) ABOVE INDICATED P05TS/00LUMNS. 2. SECURED w/(2) 5/8" (P x 5" LON& H.D. GAL. LA& STACKED POST/COLUMN: BOLTS ® 16" O.G. LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN 5. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR ON FLOOR ABOVE. EQUAL) n 1 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING W 2B STACKED P05T/COLUMN: TUCKED UNDERNEATH 51DINO d BENT OVER TOP EDGE LOCATE INDICATED POST/COLUMN ABOVE P05T/COLUMN ON OF LEDGER BD. FLOOR BELOW. LATERAL SUPPORT OF FLITCH BEAM EXTENDED FRAMING TO ROOF RAFTERS: 13 PROVIDE BLOCKING TO FLITCH PLATE F.J./FLU5H BM. 3 PROVIDE FRAMING EXTENDING FROM G.J., WALL,BEAM, OR FROM PARALLEL F.J. TO ENSURE ADEQUATE LATERAL HEADER(BELOW) TO SUPPORT R.R (ABOVE). BRACING OF STRUCTURAL MEMBER. SB LOAD BEARING WALL (ABOVE): BEAM POCKET: AS INDICATED BY DASHED OUTLINE. 14 I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY WIDTH OF BEAM, FOR A LENGTH OF � THE WALL D UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. THICKNESS (3.5" MINIMUM). M 3G INTERIOR LOAD BEARING WALL: 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF 4� W AS INDICATED BY HATCHING. BEAM TO PROMOTE AIR CIRCULATION RIDGE BEAM POST GAPS: • ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 5. PROVIDE COPPER FLA5HIN6 BETWEEN ALL WOOD AND PROVIDE SIMPSON AGH4Z OR AGH6Z POST GAPS (MATCH F.J. OR BEAM (WHEN APPLICABLE) BELOW. CONCRETE INTERFACES B -. POST DEPTH) AT ALL P05T-TO-RIDGE BEAM HOLDOWN (151 FLOOR TO 2ND FLOOR): 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN z REQUIRED WHEN POST O 0 POST-TO-ROOF BEAM CONNECTIONS. PROVIDE SHIMS AS PLACE ONCE BEAM PLACED. O 0 ' HOEDOWN 'A' AS PER PAGE G-003 -1 V NH U N1- WIDTH EXCEEDS RIDGE BEAM WIDTH. V HOEDOWN (FOUNDATION TO IST Fl_00 ATTIC ACCESS - PULL-DOWN STAIR: ROOF RAFTER TO 5UPPORTIN6 MEMBER CONNECTION: 4B IS I. MIN. 550 # CAPACITY HOLDOWN 'B' AS PER PAGE 6-003 -�z 1/4:12 - z FASTEN EACH RAFTER TO SUPPORTIN6 MEMBER (RIDGE 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22 x50") ® U- (BELOW FLAT ® v BEAM, HIP,VALLEY, OR LEDGER) w/SIMP50N LRUZ /tr . - 4D HOEDOWN (FOUNDATION TO 15T FLOOR); 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. Qp QD \� ROOF DECK p% FACE-MOUNT RAFTER HANGER (SELECT MAXIMUM HANGER / /1 HOEDOWN 'D' AS PER PAGE 6-003. 4.WEATHERSTRIP AGGE55 OPENING d PROVIDE R-49 0 0 V J R �- BOARDS) �- SIZE COMPATIBLE w/RAFTER DEPTH), UNLESS NOTED INSULATION ABOVE w/ HP. FR. (OR EQ) BAFFLE OR z �Q Q OTHERWISE. (L �7 RIDGE BEAM P05T STRAPPING (INTERIOR POSTS): RETAINER TO PREVENT INSULATION FROM ENTERING uO� W 5A 1. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER V N1ELLIN6 WHEN OPENED, A5 PER NYS EGG R402.2.4 N 0( IN o HIPNALLEY TO SUPPORTING MEMBER CONNECTION: BELOW (C.J. OR FLUSH BM., AS NOTED) w/ INVERTED (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE ww ww Q 51MP50N 506 POST GAP -�0- X-Jo- FASTEN HIPS 9 VALLEYS TO SUPPORTING MEMBER(RIDGE 2. ALTERNATIVELY CONNECT w/ SIMPSON 0520 THERMAL ENVELOPE OF BUILDING). w z�� z�� BEAM, LED6ER/BLOCKIN6, OR SUPPORTING R.R.) w/ 5. INSTALL AS PER MANU. SPEC.s � �- STRAPPIN6, WRAPPED UNDER d BACK UP 5UPPORTIN6 dt� U)� SIMPSON HU SLOPED $ SKEWED JOIST HANGER (SELECT MEMBER (w/ MAXIMUM END LEN6'TH NAILING ACHIEVED TOP OF FOUND WALL MAY BE STEPPED DOWN AS REQ.'D MAXIMUM HANGER SIZE COMPATIBLE w/HIP/VALLEY. ON STRAPPING ON BOTH SIDES OF RIDGE P05T). I6 TO ACCOMMODATE INTERIOR GARAGE DOOR $ OVERHEAD -_ ___ - __ __ ___ -._ ___ ...___ __._ __ - - ___� DEPTH),UNLESS NOTED OTHERWISE. 3. STRAPPING SHALL BE USED IN LIEU OF INVERTED GARAGE DOOR CLOSURE (VERIFY DIM. IN FIELD) --- POST GAP FOR POSTS WITH WIDTHS LE55 THAN 5.5" 4"x4" POST w/ COLUMN CASING: UNFINISHED WALL FRAMING NOTE: RIDGE BEAM POST STRAPPING (ABOVE WINDOWS): 17 5B I. PROVIDE 4"x4" P.T. P05T INSIDE HBgG PERMAGAST FOR ALL UNSHEATHED WALLS OVER 45" TALL, PROVIDE HORIZONTAL BLOCKING BETWEEN STUDS SPACED NO MORE I. CONNECT RIDGE BEAM POST TO YdINDOW HDR w/ (OR EQUAL) COLUMN CASING. �SIMP50N 0520 STRAPPING (INDIVIDUAL STRAP PER EA. 2. CONNECT POST TO P. GONG. PIER w/SIMPSON ASU44Z w THAN 4�-O�� VERTICALLY TO PROVIDE ADEQUATE BRACING. POST PLY). POST BASE d PROVIDE 2" MIN. GONG. COVER ON ALL 00 00 2. ACHIEVE MAXIMUM END LENGTH NAILING AT BOTH SIDES. V -�- v J- HEADER d POST. 5. EXTEND P05T DIRECTLY TO 2ND FLOOR DROPPED BM. 0 �< O �< 4. CONNECT P05T TO BEAM w/SIMP50N AGH4Z POST GAP NEW UN-REINFORCED P. GONG. SLAB (PROVIDE 5HIMMIN6 AS REO.'D TO MATCH BEAM WIDTH 1/4:12 1/4:12z I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON TO POST GAP WIDTH). ® v p (BELOW FLAT OL (BELOW FLAT ® U p 2. 6 MIL POLY VAPOR BARRIER (ON'IT FOR SLABS 4 FOR WOOD STAIRS ® GRADE: ROOF DECK V ROOF DECK Q PROPOSED AT EXTERIOR LOCATIONS) UPON d O O 18 4" THK. P. GONG. PAD b" WIDE x REOV LENGTH UPON Q1Y BOARDS) X= BOARDS) = Q� 3. 4" (MIN.) &RAVEL BASE O 0 Jp �- N „ 6" 6RAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® x w I X lLUI NEW 2 x8 R.R. ® 16" O.G. NEW REINFORCED P. GONG. 5LAB MAX. 16" O.G., U.O.N. (MIN. 5 5TRIN5ER5) N au ® N R INSTALLED FLAT;ACHIEVE SLOPE bB I. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON w I �pw w/TAPERED RIGID INSULATION) 2. b MIL POLY VAPOR BARRIER (OMIT FOR SLABS VARYING F.J. DEPTH AGGOMMODATION: � �� FASTEN 3"x4' PLATE (RIPPED TO DEPTH REO.D) UPON PROPOSED AT EXTERIOR LOCATIONS) UPON Ia F-� �� El 3. 4" (MIN.) GRAVEL BASE PLY OF BEAM NEAREST 2"xb" F.J., TO MATCH BEARING z; z; - HEI&HT OF ADJACENT 2N5" F.J. 7A FOUNDATION FOR NM. DECK:B FREE-STANDING POST CONNECTIONS:P.T. I �- w 0 WD. P.T. M. UPON SIMPSON ABA24-2Z POST BASE UPON 8"x8" POST TO LVL F.J NPSET BM. w , 10 0 P. GONG. PIER AS PER DECK DETAIL 5/A-401. - CONNECT NOTCHED POST(AS INDICATED ON m I I I B2 4 - IL 0 M El FOUNDATION $ P0515 FOR WD. DECK: STRUCTURAL PLANS) TO UPSET BM. w/SIMPSON EPGBZ ?B 4"x4" P.T. POST UPON 12"0 P. GONG. F1ER UPON POST GAP. -I- - _ - - - - - _ - _ _ _ - I - - _ - - - - - - - - CONNECT UN-NOTCHED P05T TO LVL F.J. w/ SIMPSON - - - PERD" DEEP P. GONG. CONTINUOUS FOOTING AS CCQ685D52.5 COLUMN GAP - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - PER DETAIL VA-401. „ „ „ „ „ (- - INSTALL UPON FOUNDATION-LEVEL (5) 2 xb' F.J. I �i I NEW 2 xl0 R.R. NEW 2 xl0 R.R. ( I NEW 2 xl0' R.R. NEW 2'xl0" R.R. I BENEATH w/ INVERTED "CCQ885I752.5 COLUMN GAP I I ® I6" O.G. N ® Ib" O.G. I I ® I6" O.G. FOUNDATION $ POSTS FOR SCREENED IN PORCH: 7G 4"x4" P.T. POST UPON to"P P. GONG. F'IER UPON "SQUARE FOUNDATION WALL HEIGHT CHANGE: 0 ry W �� I I '/cr p `�P\' d FOOT" 5F-22 CONCRETE PAD FOOTING, AS PER DETAIL 21 STEP UP TOP OF FOUNDATION WALL APPROXIMATELY ( �p N I 12:12 l� 12:12 Q 0! I 12:12 12:12 za _ll i b/A-401. 1.715", AS REQUIRED TO ACCOMMODATE DIFFERENCE IN .D e? <y I I I _ tr - �� \� O OI Z ENED IN PORCH: DEPTHS OF EXISTING F.J. I I �L ?S+r II WW \ ��,oP\, I V I T ® O / Z ^GJ �C' 1� I R� O O I fV Lj St.. (V �\ P` ry X ( W FOUNDATION 8 P05TS FOR SORE I c v' X- I m �L 1/ 'ID 6 xb P.T. P05T UPON 12 0 P. GONG. F'IER UPON "SQUARE NEW (2) I."f5"xl4" T.J. 2.OE I L QO � ��O�J`� I I 0 O I N I - <`� IN •9 FOOT" 5F-52 CONCRETE PAD FOOTINS, AS PER DETAIL POST COLUMN DESIGNATIONS: MIGROLLAM LVL RIDGE BM. I �< <<y v N I I N`fl I I ® ( ��` n I U -f/A-401. POSTS +€ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED (EXTEND TO INTERIOR POST) I _ C m I ® I ►t I I NEW I.'T5'x14 T.J. 2.OE AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY --j I I MICROLLAM LVL RIDGE BM. 7E 4O4N F.T. FOST UPONSIOc°4� P. CONC. PIER AS SUCH MEMBERS ARE NOT NECE55ARY EL5EWHERE, AS SPECIFIED m D I OCi ( i�� /3 5A I ( 11 BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD I ry V J DETAIL 10/A-401. V.I.F. PIER LOCATIONS PER EXIST. FRAMING REQUIREMENTS. I N I I 'C��p,� %O GENERATOR 51ZE B PLACEMENT. PAD FOOTING A2 (2) 2"x4" POST B2 (2) 2"xb" POST _ _-- __ 00 \^� - - - - - - - - - - - - - - - - - - - - - - - ( ® 14"0 P. GONG. PIER UPON 24"x24"xl2" DEEP P. ��- - -- _ - x I I Fi� �� - -� ®V - fN- �(J� �; NEW 2-"xb FRAMED I ,fir N •O GONG. PAD FOOTING AS PER DETAIL I I/A 402. ® �1\ I �KALI-5 TO R.R. I I - fVr - Ql_ Q�}---� (3) 2 x4 POST g3 (3) 2 xb POST w (SEE SECTION) I �o x I PROJECT: PAD FOOTING z � w SB 14"0 P. GONG. PIER UPON 30"x50"x15" DEEP P. O 'j - - _ - - I ( 44 <R1/. z GONG. PAD FOOTING AS PER DETAIL 12/A-402. A4 (4) 2'x4 POST O -'� (4) 2"x6" POST � SARAf\ATS/"11 tl 1 V IS PAD FOOTING I 10 8G " " " " AS (5) 2"x4" POST B5 (5) 2"xb" POST N ® 1 I U I NEW 2"xi0" R.R. D H O.G. w/ BA210 SLOPED HNC�R. 14 0 P. GONG. PIER UPON 36 x56 x18 DEEP P. O GONG. PAD FOOTING AS PER DETAIL 13/A-402. war � X = I I w O 12_ I I 12:12� i ® SUPPORTING DBL. R.R. RECONSTRUCTION � w p NEW 2 x10' R.R. ® I6 O.G. - p--� 4"x4" POST �� b"xb" POST X 0 w/BA210 SLOPED HN&R. x aA CONTINUOUS FOOTING N I I ® SUPPORTING DBL. R.R. I6 x8 DEEP P. GONG. CONTINUOUS FT6. AS PER DETAIL ® I 2"xl0" R.R. ® 16" O.G. 20/A-403 (AT &ARA6E ONLY) D 4"x6" POST F 8"x8" POST U~i NEW - (INSTALLED FLAT) {r, ®`� I o 750 BROOKS RD X OVERLAY 12:12 T ACHIEVE ROOF SLOPE w/CONTINUOUS FOOTING w I VALLEYS I ,y x TAPERED RIGID ❑ I "�� SOUTHOLD, 11944 9B 24"xl2" DEEP P. GONG. CONTINUOUS FTC. AS PER DETAIL 5-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 I I /Cp�Y/ r N I \fk Iq/A-403 n STL. COL. (ASTM &�H 5TL. COL (A5TM EXIST. 2 xIO INSULATION;SEE SECTION) RIDGE. BD. I o� >s„ I_ TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: v- U AI23) BY 51M5 J AI23) BY SIMS I _ <� +rR ry �_ I \,�,P X ®VI 10 . (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD STEEL (OR EQ) STEEL (OR EQ.) I �< I I �� N COI DRAWING TITLE: SILL SEAL YNEH 2"xl0" I NO N �< L�p \0 1D • ANCHOR BOLTS AS PER PAGE 6-003 WALL STUD FRAMING NOTE: R.R. I Z!) I z • P. GONG. FOUND. WALL AS PER DETAILS 19/A-403 b COORDINATE PLACEMENT OF WALL STUDS DIRECTLY BENEATH 161, NEW 2'xb FRAMED O.G. < - ( " I - - - - - -I-� PROPOSED STRUCTURAL PLAN ( 20/A-403 SPECIFICALLY INDICATED JOISTS, BEAMS E UNSHEATHED I I WALLS TO R.R. 3A g2 - - - - - • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY POSTS;THESE MEMBERS SHOULD NOT FALL SOLELY ON ( NEW I.-15"x14" T.J. (SEE SECTION) • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR DOUBLE TOP PLATES WITHOUT A WALL STUD DIRECTLY V V I 2.OE MICROLLAM - - - - -� - - - - - - - - - - - - - - - - - NEW L"15"xl4" T.J. 2.OE - BENEATH. ADDITIONALLY ENSURE MULTIPLE PLY STUDS O O LVL RIDGE BM. - - - - - - - - - - - - - - - - - - - - - - - MICROLLAM LVL RIDGE BM. • 1//2" EXPANSION JOINTE®OPER MBE'ER OF SLAB (WHEN PROVIDED AS INDICATED BY POST/COLUMN DESIGNATIONS. x O x O N 0 cV ( 12:12 I B2 4"x4" POST II APPLICABLE) N I O I FROM LOWER 0 _O _ • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / TYPIGAE DDOR/WINDOW HEADER NOTE: ® ~s N ® I I I x ®U ,�r . RIDGE BM. ®v x ®U �y�\, STOOPS (WHEN APPLICABLE) X X R 6 0 C �I TO UPPER N OL O N (N O!O �• x Po ? MASON TO ACCOUNT FOR FINISH STONE ON THIN SET PROVIDE (2) 2'xlo HEADERS AT ALL DOORS 8 WINDOWS, U.O.N. w a w 0! I �- O�ti� �'o >$„ RIDGE BM. oi� o%;� ��J cv <<9+ram 0 I PAGE: SEE PAGE 6-005 FOR NAILING/5TRAPPIN6/FRAMIN6 REQUIREMENTS I ( �� ' \' << ►Xt +\ " tip FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) p�' -q �„ z N 0 z (BY OPENING WIDTH) THAT SHALL BE PROVIDED U.O.N. I �• 'r _ _ _ _ _ _ _ - _ ^ t1 L v MULTIPLE-SEAT TOP-FLANGE GOI�NEGTOR: SUCH TYPICAL HEADERS ARE PORTRAYED ON PLANS AS SUCH: I 0 \� J� 12:12 12:12 <L v \y\,P 12:12 ` p 12:12 < L - II CONNECT RIDGE BM. d VALLEYS TO SUPPORTING RIDGE BEM. NEW 2"xl0" + - - - - - - - 0 o � Lu w/SIMPSON MSG CONNECTOR. SIZE CONNECTOR BASED ON I R.R. ® I \�\�P � - z SIZE OF RIDGE b VALLEYS CARRIED. - - - ---_- -- - -� I6" O.G. I I l0a0 NEW 2"xIO' R.R. NEW 2 xIO R.R. �- I 3A I NEW 2"xIO" R.R. NEW 2"xIO" R.R. �1 ® Ib' O.G. 016,10.0. ® I6' O.G. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - © - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE: 08/18/24 23 OF24 501L BEARING CAPACITY NOTE: - - El STRUCTURAL DE516N OF FOOTINC75 A55UME5 A 601L ®v X ®V I El BEARING CAPACITY OF 1.0 TON/S.F. IN �i 0 N IN Qi 0 z1Y�p zfe L LJ LJ LJ 0 �r� r a. , NEW 2 1.15"xW' T.J. 2.OE !V �,�� IpO Z f ' MICROLLAM LVL RIDGE BM. ,�►'� , (EXTEND TO INTERIOR POST) FROFOSEl7 ROOF FRAM I NO FLAN 50ALE: 1/4" = 1'-0" a 0 w w co J m Q +_' (V 0 fj LL v 4" FRE51-1 AIR VENT — �- k I_THROUGH ROOF i Z Q J1 0 O N O 3:: U I > x ' (V I O O 0 4 O m C4 4-j N C5 0 � MASTER BATH --------- 2 ¢ O a: O I I I I I I I I LAUNDRY CLOSET I l I I FULL BATH 211 I 2111 211 1 1 1 1 1 2"1 2111 n , 1 1 I I I 1 W I I I 1 1 I 1, 1.211 1 1 „ 1 1 PROVIDE "ABE500 FF200 FR I 2 I 12 I I EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE yl•�,• 1 I 3" FLOOR 1 I RATED WALLS AND 1 W�' FLOOR5/GEILIN65. PRODUCT 1411 14 1 ISHOWER 2 TRAP w/3 I 15HOWER 1481I CONFORMS TO A5TM E 814, TLJB rASHER I 1 A5TM E 84, AND UL 14-79 . — G.O. rj :2 2 I 2 151 G.O. (� , KITCHEN FULL BATH W MODIFIED GARAGE 2" _- -- --_- 2" ____ -- ---r--- I - --j---� NOTE: 4-1 f— I 1 I HALF BATH I I ALL PLUMBING WORK • I I 1 I 1 1 SHALL CONFORM TO I I 1 I 1 1 LOCAL PLUMBING CODE 0 12" 2"1 1 2 2111 2111 GLEAN OUT U I j 1 2" 3 1 1 AS RE tL I 5 I 5" FLOORDRAIN I yl yy !^ TRAP w/3:: 1-4" 14" I I I- " I V J pW TUB I 1 PROVIDE F.A.I. G.O. Q G.O. 411 4" HOUSE V N MAIN DRAIN G.O. v� 0 4" TO 5EPTIG d a SYSTEM NOTE: ALL PLUMBING 3 FUEL OAS WORK p 5HALL CONFORM TO LOCAL FLUM51 NC RISER - 1:;) A I N / NASTE / VENT IL PLUMBING CODE a FUEL GA5 SCALE: NTS S PIPING PENETRATIONS: 1. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALL5 AND FLOOR5/GEILIN65. MOD FIED PROP. LIVING 2•PRODUCT CONFORMS TO A5TM E OARAOE ROOM &14, A5TM E &4, AND UL 14-79 PROPANE p COMBINATION OAS O BOILER FIREPLACE L' (WALL-MOUNTED N 1- N ABOVE DFE) Z O[ W VERIFY 1L SIZE w/ VERIFY mMANU. (T`fP) SIMA HE V >AIrp) to I - - -GA5 SUPPLY --DFE O H 4w 0 v� N PROJECT: Qx I :niARAKATSAN N IS 1 MASTER BATH LAUNDRY 1 FULL BATH RECONSTRUCTION I NOTE: ALL PLUMBING WORK —_ 1 SHALL CONFORM TO 750 BROOKS RD N I Q4 Q4 I LOCAL PLUMBING GODS O OI II � I I O 1 � I I I I I�c�a qa Q SOUTHOLD 11944 44 I I OS RISER S I mill' I I3p1 1vI IU *I iO SCALE: NTS DRAWING TITLE: NI c�vl Nj ry TUB �I �iV SHOWER N I iv1 �= SHOWER z l �N m ------� F5IUOPPWLYATER WA5 ER I I I L ---L =r----- =------------------ 1=--- =---------- GOLD WATER PLUMBING RISER DIAGRAMS _..J.._.._........—.T.._.._.I _.._.._.._..L.._.._.._.._.._.._.._.._.._.._.._,._..—..—. ......_.._I.._.._.._..J SUPPLY MODIFIED w I I I I KITCHEN FULL BATH HALF BATH GAS RISER DIAGRAM Q I im Q U OARAOE ii PROVIDE "ABESGO FF200 FR X EXPANDING FOAM" (OR EQUAL) Q* I I Z HOT WATER j I AT ALL PENETRATIONS IN FIRE I Q STORA5E •1 RATED WALLS AND 1 O __V__ TANK (ON 11 FLOORS/GEILIN65. PRODUCT L. PLATFORM 1 CONFORMS TO A5TM E &14, PAGE: U ABOVE DFE) 1 I I A5TM E 84, AND UL 14'19 00 �I 1 .Q 1 4 COMBINATION IL BOILER �1 I �� 1 � � � 1 � x 010 � I � I p� (WALL-MOUNTED �X I� W.G. I ABOVE DFE) I ryi �N *I �N *I �U m z l N m I- L.._.._.._.._..1.._.._.._.._.._.._.._..L.._.._.l_-_.._.._.._._l._.._._..J.._.._.._1 -..-. _.._ DAT'E: 10/17/24 24 OF 24 v • I= uN I SHOWER ITO STREET �.. WATER MAIN FLUME3 1 NC RISER — SUFFL1' SCALE: NTS