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HomeMy WebLinkAbout48585-Z TOWN OF SOUTHOLD �rtt BUILDING DEPARTMENT TOWN CLERK'S OFFICE 'j 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#: 48585 Date: 12/13/2022 A Permission is hereby granted to: Stacks John 7825 Nassau Point Rd PO BOX 1296 Cutc 1935 ho ue, NY 1. �.._.._ . ..._ ......_ _..... To: Construct additions and alterations to an existing single family dwelling as applied for per ZBA and SCHD approvals. At premises located at: 7650m NassauµPoint Rd., Cwatch ► ue ....... ........_ SCTM # 473889 Sec/Block/Lot# 118.-3-4.1 Pursuant to application dated 10/3/2022 and approved by the Building Inspector. To expire on 6/13/2024. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,016.00 CO-RESIDENTIAL $50.00 DEMOLITION $188.20 Total: �........__ $2,254.20 ........_........... _........ ..... ........, .....__......._ . Building Inspector p TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 littL)s://www.sotithold,towlitly.gov Date Received APPLICATION R BUILDING PERMIT iL For Office Use Only - PERMIT NO. r G" ctorIrs e Applications and forms must be filled out in their entirety.Incomplete TO "µms applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:3/20/22 OWNER(S)OF PROPERTY: Name:John Stack & Patricia McCaffrey SCTM#1000-118-3-4.001 Project Address:7650 Nassau Point Road, Cutchogue, NY 11935 Phone#:(646) 519-1093 Email:jackstacknyc@gmail.com Mailing Address:1160 Park Avenue, Unit 9B, New York, NY 10128-1212 CONTACT PERSON: Name:William Barba Mailing Address:PO BOX 90, Blue Point, NY 11715 Phone#:(631) 560-7908 JEEmail:wbarba@bardarch.com DESIGN PROFESSIONAL INFORMATION: Name:William Barba - Barba Architectural Design, PLLC Mailing Address:PO BOX 90, Blue Point, NY 11715 Phone#:(631) 560-7908 Email:wbarba@bardarch.com CONTRACTOR INFORMATION: Name:Thomas Downing - Coastal Management LLC Mailing Address:26 Old Riverhead Road, Westhampton Beach, NY 11978 Phone#:(631) 288-1226 Email:tom@buildcoastal.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Othersoo,000 Will the lot be re-graded? R'Yes ONO Will excess fill be removed from premises? lYes ❑No 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Single Family Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check"Box After Reading'. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION 15 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)4or necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted BY( int ani ):Willi rn Barba @Authorized Agent ❑Owner Signature of Applicant: Date: ,. STATE OF NEW YORK) COUNTY OF � ) Vl/illiam Barba being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect/Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of r � r ,20 - tary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 'oh �tacl fat 7650 Nassau Point Road Cutchogue, NY 11935 do hereby authorize William Barba to apply on m f to the Town of Southold Building Department for approval as described herein. Owner's Signature Date PAIR re-TA M - 6 Print Owner's Name T„ I�TA CK2 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A n n n n n 202648957 ' COASTAL MANAGEMENT LLC 26 OLD RIVERHEAD ROAD WESTHAMPTON BEACH NY 11978 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COASTAL MANAGEMENT LLC TOWN OF SOUTHOLD 26 OLD RIVERHEAD ROAD 54375 ROUTE 25 WESTHAMPTON BEACH NY 11978 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2120 126-4 254493 04/01/2022 TO 04/01/2023 9/16/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2120126-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 639826224 U-26.3 Client#:9990 COASMAN DATE(MM/DD/YYYY) ACOR& CERTIFICATE OF LIABILITY INSURANCE 9/16/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,thmmmmme epolicy-,(-I-es)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER TACT NAME: Commercial Support _ Ed ewood Partners Ins.Center PHON 0 Ne�; 631-390-9790 0-390-970 40 Marcus Drive -MAIL 631"cafe co�ale aran nom I oertifi _ 3rd Floor INSURERS)AFFORDING COVERAGE NAIC# Melville, NY 11747 Southwest Marine&General Ins Co 12294 _ INSURER A ------------------------- SURER B:General Casualty Company of WI 24414 Coastal Management, LLC .........__.____-_________________ INSURER C: 26 Old Riverhead Rd. ......... .... m Westhampton Beach, NY 11978 INSUREINSURER.D .. .....m.......____...------_ _.—-----... RE INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE-__... POLICY`EFF' II POLICY ExP w ......... II ._......___..._.._. SR AODL SUER POLICY NUMBER.. MM/DD MM/DD LIMITS LTRl !.N !I........................................... _...... ....... ........... --.....--...---... A XCOMMERCIAL GENERAL LIABILITY GL2021 LHB00393 10/13/2021 10/13/2022 EACH OCCURRENCE $1 000 000 AAMAtPNTED OF 1 ......ry ._z .............. CLAIMS-MADE �OCCUR ;EMIS me E.--Yt^grrass� $1-y000,tiO00 BI/PD Ded:2,500 MED EXP(Any one person/ $5,000 _... .. _...__ _. ff RSO.N.^�..&ADY!N�.N.RY.........$1,000,000 GEN'POAGGREGATELIMCII APPLIES PER: WGENERALAGGREGATE $2,000,,000 IRC LOC PRODUCTS COMP/OPAGG $2,000,000 _ $ _ B BCA000551100 10/13/2021 10/13/202 $1000000 AUTOMOBILE LIABILITY CE4IIi Ce1ISBNGLE I.IM.BT ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ ... AUTOSONLY AUTOS ..-........a..._,,.e..._ .-....._..._..............�.m........................ _.... HIRED NON-OWNED PROPERTY DAMAGE. AUTOS ONLY X AUTOS ONLY Percada�nl)—www $ .......................... .. .. A �X Excess LIa,B ..X OCCUR EX2021 LHBOO119 0/13/2021 10/13/2022 EACH OCCURRENCE $4000,000 CLAI . .... _...------S- AGGREGATE $4,�000�,000 DED RETENTION$ ...... 31ERm OTH $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N T, E _.ER „ ................. .... ANY PROPRIEROMPARTNER/FXECUTIVEE,.Lm EACH ACCIDENT $ OFFICEMMEMBER EXCLUDED? F—] N/A — (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE,$.....,.,.,.,......ITITIT .-......... If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE POLICY LIMIT $ L­­.____ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION The Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S4285563/M3261846 RH002 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 ii BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 9/16/22 Owner: John J. Stack and Patricia M. Stack g. 5 Location of Property: _ 7650 Nassau Point Road) Cutc o ue, NY 119 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction(PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: _...� . �...��,. .� Fame (person submitting this form): William Barba, AIA Capacity(check applicable line): Owner ✓ Owner representative TrussReg15.docx Effective 1/1/2015 Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I, John Stack j QCT ,j"" ding at 7650 Nassau Point Road, Cutchogue (Print property owner's name) (Mailing Address) do hereby authorize William Barba-Barba Architectural Design (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. F, a (Owner's Signature) (Print Owner's Name) BOARD MEMBERS Southold Town Hall 53095 Main Road • P.O. Box 1179 Leslie Kanes Weisman,Chairperson Southold,NY 11971-0959 Patricia Acampora �i � ,� r, '�; Office_10cation: cation: Eric Dantes ,amus Town Annex/First Floor, Robert Lehnert,Jr. OU 54375 Main Road(at Youngs Avenue) Nicholas Planamento ,, Southold, NY 11971 ! , http://southoldtownny.gov aa ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax (631) 765-9064 %,at,uthold Tt"'win Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 15, 2022 ZBA FILE: #7675 NAME OF APPLICANT: John and Patricia Stack PROPERTY LOCATION: 7650 Nassau Point Road, Cutchogue, NY SCTM#1000-118-3-4.1 SI A 171 I l�;rR1 iA l [QN,: The Zoning Board of Appeals has visited the property under consadc� rt'%on in this ra.pplication and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. 5 1Iµ1 Ol is C ,1 N l .. G _P 91 SIS T) 11 ;1 C,Q,DE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated May 13, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP O f1 RM(N I ION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions excratpt list and is not subject to review under Chapter 268. PROP P :- l lw',ACTSfDE, P (P llQl '. The subject properly is to c;onfom ung 48,7001 sclt,i:are foot parcel located in the Residential K-40 Zoning District, The northerly propertyline MCasures 300,64 feet, the easterly property line measures 122.31 feet and is adjacent to Nassau Point Road„the southerly property ling measures 41 O.00 f°tTt and the westerly property line meaasares 177.18 feet. The parcel is unproved with an existing two-story frame dvvelling with a detached one car garage located in the rear yard, a frame shed located in the side yard and an in-ground swimming, pool located in the rear yard as shown on the survey rnap prepared by Robert A. Steele, LPE, and dated March 2022. BA_u5 OF I PI l Wf�, ION Request for Variance frorn article IV, Sections 280-18 and tlac Building inspector's Mai, 3,"20;x2 Notice of Disapproval ;pi 1 ry . . teal at- 7 existing single- May ,� tivvc,flir`tg, ait: l) less than thebcode r-etlarrored narnr r a �erTran9t to construct addrti¢�ns licaatrrarr fo mum front ya�ra�l setback crl r0 t�c�t, located 650 N�assarrt Point Road, C Utchogr;te„ NY, SC].'N' l#1000-1 18-3-4.1 ) .1 I II"l".l'l wt 1 IiSII;t The applicant requests a variance to construct a two-story addition to ail existing single- family alavelling at: 7670 Nassau Point Road, Cutchogue,NY, S 1 NO 1000- 18-3-41, l"lrc proposed, construction„, Oil t1iis conforrning 48,700 square loot parcel located in the Residential R-40 Zoning District„ is not permitted pursuant to the bralk schedule, Section 280-18 of the Town Code, which requires lots to have a ndniniuru front yard setback of 50 (` et. The Engineered site plan dated Marsch 20122 sh.o\vs the proposed addition to haave, a front yard setback of 13.1 feet. Page 2, September 15,2022 #7675, Stack SCTM No. 1000-1 18-3-4.1 ADDITIONAL INI fO�MAT ION The original house was built in the 1920's. The dwelling is one of the oldest in the neighborhood as noted by the design and look of the home. The septic system will be upgraded. The property owner received variance relief in 2001, #5054 to legalize an as-built accessory shed. 1"INDINGI F FAtw`11 REASONS Et)l�ml�GAfk A1li°°: `l"hc Zoning Board of"Appeal;s held as public hearing on this application on September 1,2022 at which time wvritten and oral evidence were presented. Based upon all testimony, documentation, personal inspection of"thee property and surrounding neighborhood, and other evidence, the Zoning Board fends the hallowing facts to be true tauaul relevant and makes the following findings: 1. Town Law V67-b(3)NOL Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, The. present Tont yard setback of the residence is 8..5 feet frown the 1ront; property line. 1 he proposed new addition is further setback to 13.V fact but: to design what is needed tlae front yard setback will not: be conforming. The original dwelling has been at this location since the 1920's. The architectttral drawings and renderings show that the proposed design is in keeping with the original style of the home and will not have a detrimental effect on the neighbors. Many homes in this community have been redesigned, rebuilt or demolished for new designs. Most of the new additions will be to the rear of the original dwelling. The current accessory garage will be removed and the current shed which has a variance will also be removed. 2. J`own Law , 6"7_b b 2 . The benefit smig,ht by the applicant cannot be achieved by, sortie method, feasible for the applicant to pursue,other than all area variance. The existing dwelling is 8.5 feet from the front yard property line. Moving the home would be impossible, Mature plantings to provide vusuwal screening from the street are ill place. 3. T"waww n Law ."267-'b 3 . The variance granted herein is mathematically substantial, representing 73.8%relief from the code. However, the dwelling was built before zoning and there is nothing that can Change the current nonconforming location. Moreover, the dwelling appears to be setback much further from the road because the distance from the existing dwelling to the edge of the paved street is estimated to be between 22 and 27 feet. 4. Town Laaww §267_b ' Ia 4' . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The septic system will be upgraded. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. "lryoww to I.aawwP 1267-1x '}( ; . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6, Town �.,taww 6,267-h. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions to the existing two-story home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. h��FmsOLL1 l 10N OF 'ITIEW BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried, to Page 3, September 15,2022 #7675, Stack SCTM No. 1000-1 18-3-4.1 GRANT the variance as applied for, as shown on the Engineered Site Plan prepared by Robert A. Steele, LPE, and dated March 2022, and Architectural Drawings prepared by William J. Barba, dated December 14, 2021. S11I3.IF CT -rO THE FOLL0W1NxG CONDITIONS: 1) A New Updated Septic System approved by the Suffolk County Department of Health Services shall be installed. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above 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. Any rieviation from the survey, site plan andxt r architectural drawings cited in this decision will result in delays and1lor a passible denial by the Building Department of a building pet"n'rit„ and may require a new application and public hearing before the Zoning Board of Appeals. l,ny�l virrtic rafi-om the variances) granted herein as.s°J�oivil ora the architectural dravvin��;s„ site l�la�r �r��cl t�r survey v cited above, sua,,,h as alterations, extensions, or denloliticrns, are'lot aldhorked under this ccrpplic°ation ivhen involving noncor f'c�rrnaities under the zoning code. This action does cssrrent orfitillWe 145e, setback or otherjeatur°e of the sulllec°t property,that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE RE 111RED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner 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) Dantes, Acampora, and Lehnert. 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S � � •'"ti C,M 6"k a , r w � s ill 000 Hyl z _ " I a��AAY ^ 1 VE Imp q g ' .,.: � `.•� � Mir� .X. � � a w I r R 0 ry v it A � f � C v cx t 0.x4 &Y,: d d 6mpvold!Jo}(1-\s6ul-10 P"1—:)\6'P `!3\P11ay Iuiod""IN 099L 000'88![Z\'d p U gig - is ON L gos o -�Rw �g o' �a a 8 p « �F �a ooNoo� IMA <ww o��pm�o °� S_ v per" S mm��mp -- p � o s �� � owQa: 5 �g Noo<¢ P"ow0<d Ems, a <" a G ° t " m� Qdod 1NIOdnVSSVN w a o i ,6 KCT v ly- r a � Q tl Val °-m'YI, f�' w 1 ,.�.e.-,_.gyp � ZI ti z w y d x ills., N � w W \ tij, I I 8 wA 1, § - I G F B m p n �w 9 11[............ 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I]II.;;-II' I i;l fC- ", "_r ,a" l,, EX-iOx EXISTING FLOOR PLANS '�; EX-201 EXISTING ELEVATIONS ..° - y .:` -is XI` ° D-100 DEMOLITION FLOOR PLANS :r D-101 DEMOLITION FLOOR PLANS f "f.Y � A-100 FOUNDATION PLAN . 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'. ... ..,. � �..:,_,.w,....,.b-.:�.,.,.'.:�.,.,<_.,,:.,w-�,«..,�ao-' - --, F � � „�s�. ,..y,. , .., .:',...a.,.,,.. ...,.,.a. ..,..,,.....,._.�ww,_,..»,M..,,.�,._>..:.aw,.....m...,�.°_ . , +' -ts`"t a �y, DATE 0 4;, ,��r 12/14/21 ,.� 4 DRAWN BY �G.`rl' a; :� , BB C�r^4_ 1�.- i _ z SCALE "41.`� G-,t " ,., Q AS NOTED ft.­ II w DRAWING TITLE DWG No. 0 0 F- 0 TITLE SHEET T-i . Z _ o 0 w F 1 1 1 - O Z . . KEYED NOTES: GENERAL NOTES: ELECTRICAL NOTES: FIRE NOTES: NOTICE OF UTILIZATION OF TRUSS TYPE ROOM REQUIREMENTS(R303 THROUGH R305) I FOR PERMIT J 1. THE INTENT OF THE DOCUMENTS IS TO SHOW NEW CONSTRUCTION ONLY.GC SHALL PROVIDE 1. ELECTRICAL FIXTURES&COMPONENTS ARE TO BE LABELED IN ACCORDANCE WITH SECTION 1. R302.q.2 SMOKE-DEVELOPED INDEX:WALL AND CEILING FINISHES SHALL HAVE A SMOKE- CONSTRUCTION, PRE-ENGINEERED WOOD ROOM AREA HEIGHT LIGHT % VENTILATION % EGRESS ALL REQUIRED DEMOLITION AND REMOVE ONLY THOSE EXISTING ITEMS REQUIRED TO E3303.INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. DEVELOPED INDEX OF NOT GREATER THAN 45 CONSTRUCTION AND/OR TIMBER LIVING RM 3q4 SF VARIES 82 SF 21% 82 SF 21% 60 SF ACCOMPLISH THE NEW CONSTRUCTION AS SHOWN.RETAIN OR RELOCATE THOSE ITEMS NOT FOR EQUIPMENT WORKING SPACE AND CLEARANCE SEE SECTION E3305.ELECTRICAL 2• R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION:FLAME SHOWN TO BE REMOVED OR WHERE CALLED TO BE RELOCATED. CONDUCTOR MATERIAL,SIZE,INSULATION AND CONNECTIONS ARE TO COMPLY WITH SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH CONSTRUCTION IN RESIDENTIAL STRUCTURES. KITCHEN/DINING 437 SF 8'-0" 77 SF 18% 77 SF 18% 42 SF 2. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN SECTIONS E3306 AND E3307. SECTIONS R302.10.1 THROUGH R302.10s• ON ACCORDANCE WITH TITLE 19 NYCRR PART 1265) GAME RM 111 SF q'-O" 110 SF 9q% 110 SF qq% 27 SF ACCORDANCE WITH APPLICABLE FEDERAL,STATE AND LOCAL CODES AND ORDINANCES 2. ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER 35.T 3. R302.10.2 INSULATION:INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 3. HE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E35o2.. RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING DEN 1.67 SF 8'-0" 134 SF 80% 1.34 SF 80% 210 SF • WFCM w.is SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL 4. SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3503. ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS FAMILY RM 276 SF 8'-D" 65 SF 24% 65 SF 24% 30 SF • RESIDENTIAL-BUILDING CODE OF NYS 2020 S. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITH SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE CONSISTS OF A CIRCLE 6"IN DIAMETER,WITH A STROKE WIDTH OF 112".THE SIGN • ENERGY CONSERVATION CONSTRUCTION CODE OF NYS 2020 CHAPTER 36$38. DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR,THE CIRCLE AND CONTENTS BEDRM#1 139 SF 8'-D" 18 SF 23% 18 SF 13% 18 SF • MECHANICAL-CODE OF NYS 2020 6. ELECTRICAL GROUNDING SYSTEM 15 TO COMPLY WITH SECTION E3508. OR UL 723. SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING BEDRM 114E2 117 SF VARIES 18 SF 157. 18 SF 157. 18 SF • PLUMBING G9DE OF NYS 202-0 7. REQUIRED RECEPTACLE OUTLETS,GFI PROTECTIONS,L14HTIN6 OUTLETS ARE TO COMPLY EXCEPTIONS: SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, BEDRM#3 128 SF VARIES 11?SF 157 29 SF 157. iq SF • ELECTRICAL CODE OF NYS 2020 WITH CHAPTER 38.ENCLOSED ELECTRICAL WIRING 15 TO COMPLY WITH TABLES E3804.6(1) A. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE IT MAY BE A PERMANENT NON-FADING STICKER OR DECAL.SIGNS NOT DIRECTLY 3. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES Sk,,W BE REPORTED,IN WRITING,To THROUGH(10). FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER MASTER BEDRM 191 SF VARIES 68 SF 36% 60 SF 31% 42 SF THE ARCHITECT FOR Cl-ARIFICATION. S. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 3q. NOT APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED RESISTANT MATERIAL. I BEDRM 4:5 I I-gs SF I VARIES I 1.8 SF 1 34% 60 SF 30% 42 SF 4. WHERE CONFLICTS AI I:>E THE MORE STRINGENT CODE REQUIREMENTS SHALL APPLY. q. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING,STRUCTURAL COMPONENTS IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE THE CONSTRUCTION TYPE 5. THE TERM'OWNER'SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES ARE TO COMPLY WITH SECTION E3302. CEILING,FLOOR OR WALL FINISH. ALL HABITABLE ROOMS SHALL 3E PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN AND ITS AGENTS OR REPRESENTATIVES. DESIGNATION SHA I.O. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND APPLIANCES, B. CELLULOSE FIBER LOOSE-FELL INSULATION,THAT IS NOT SPRAY 8"Dlla• LL BE 8%OF THE FLOOR AREA OF SUCH ROOMS,NATURAL VENTILATION SHALL BE THROUGH WINDOWS, "I "JI","III "IV"OR"V"TO DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR SUCH OPENINGS SHALL 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK WITH ALL AND PERFORM ALL OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS.THE APPLIED,COMPLYING WITH THE REQUIREMENTS OF SECTION R:302.10.3, REFLECTIVE RED- �- INDICATE THE CONSTRUCTION BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE 3E READILY CONTROLLABLE BY THE TRADES SO THAT No CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. INSTALLATION SHALL 3E IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE,ALL SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX OF PANTONE PINS #187 7. THE GENERAL CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF REQUIREMENTS PER AUTHORITY HAVING JURISDICTION.THE CONTRACTOR SHALL OBTAIN NOT MORE THAN 450 AND SHALL BE REQUIRED TO MEET A SMOKE- ( ) CLASSIFICATION OF THE BUILDING OCCUPANTS.THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL SE 4%OF THE ANY AND ALL UTILITIES,ALL SUPPLY,WASTE AND HEATING PIPING AND RELATED ITEMS AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF THE SPECIFIED WORK DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ` , STRUCTURE UNDER SECTION FLOOR AREA BEING VENTILATED(R303.1) PRIOR TO COMMENCEMENT OF WORK.ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY AND WORK REQUIRED BY OTHER CONTRACTORS.ALL ELECTRICAL EQUIPMENT SHALL BE ACCORDANCE WITH GAN/ULC CODES AND STANDARDS _ V I.. THE GLAZED AREAS NEED NOT BE OPENASLE WHERE THE OPENING IS NOT -602 OF THE BCNYS. EXCEPTIONS OF THE CONTRACTOR. U/L APPROVED. C. FOAM PLASTIC INSULATION SHALL COMPLY WLU4 SECTION R316. ELECTIVE REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL- 8. EXISTING DRAWINGS ARE TO AID IN THE UNDERSTANDING OF THE NEW WORK AND SHALL 11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF RECEPTACLES,SWITCHES, 4. R302.10.2 LOOSE-FILL INSULATION:LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE D VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION MiS05. NOT BE DEEMED TO SHOW ALL EXISTING CONDITIONS,NOR SHALL THEY SUBSTITUTE FOR SWITCH OPERATED RECEPTACLES AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING MOUNTED IN THE ASTM E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTTFICIAL :t A) FIELD VISITS AND SCOPE OF WORK SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF u2r STROKE 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION q. VERIFY ALL FIELD CONDITIONS PRIOR TO EXECUTION OF THE WORK AND NOTIFY ARCHITECT 12. THE ELECTRICAL CONTRACTOR SHALL FURNISH CERTIFICATE OF INSPECTION ATTESTING SECTION R302.10.2 WHERE TESTED IN ACCORDANCE WITH CANIULG S202.2. .-% F , 1 IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF OF DISCREPANCIES OR UNSATISFACTORY WORK. THAT ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN COMPLIANCE WITH THE EXCEPTION: SIGNS IDENTIFYING THE PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER 10. PROVIDE ALL TEMPORARY BRACING,SHORING,FORMS,ETC.PROVIDE ALL REQUIRED NATIONAL ELECTRIC CODE(LATEST EDITION). A. CELLULOSE FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO EXISTIANCE OF TRUSS THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES(762MM)ABOVE THE TEMPORARY ENCLOSUF2ES TO PROTECT THE NEW AND EXISTING CONSTRUCTION MATERIALS 13. THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL FIXTURES WITHIN PROXIMITY TO BE TESTED IN ACCORDANCE WITH CAN/ULC 53 2 02. ,PROVIDED SUCH FLOOR LEVEL. DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL CONSISTS 3. USE OF SUNROOM AND PATIO COVERS,AS DEFINED IN SECTION R202,SHALL AND EQUIPMENT FROM THE WEATHER TO PROTECT THE UNALTERED AREAS FROM DUST INSULATION ARE 1/0 RATED CANS APPROVED UNDER THE NATIONAL ELECTRIC CODE. INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS OF A CIRCLE 6"IN DIAMETER,WITH AND DEBRIS OF CONSTRUCTION. COMPONENTS THAT ARE OF TRUSS BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PER OF 14. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL RECEPTACLES WITHIN WET R3IBER 2 AND FILLR.30 INSULATION: TYPE CONSTRUCTION A STROKE WIDTH OF 112".THE SIGN THE EXTERIOR SUNROOM WALLS ARE OPEN,OR ARE ENCLOSED ONLY BY 11. THE CONTRACTOR SHALL REPAIR,AT THEIR OWN EXPENSE,ANY DAMAGE OCCURRING AND/OR FJCTERIOR AREAS ARE OF GFI OR WP 4F1 DESIGNATED CIRCUITS REQUIRED UNDER S. R302.10.3 CELLULOSE FIBER LOOSE-FILL INSULATION:CELLULOSE FIBER LOOSE-FILL FROM THE NEW WORK DUE TO EXPOSURE TO WEATHER OR THEIR MANNER OF METHODS OF THE NATIONAL ELECTRIC CODE. INSULATION SHALL COMPLY WITH CPSC 16 CFR,PARTS 1.209 AND 3.404.EACH BACKGROUND SHALL BE INSECT SCREENING. PACKAGE OF BACKGROUND WHITE IN COLOR.THE CONSTRUCTION. 15. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND ENSURE THAT ALL EXTERIOR SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 1.6 "F" FLOOR FRAMING,INCLUDING RICLE AND CONTENTS SHALL BE WHERE THE AIR INFILTRATION RATE OF A DWELLING UNIT fS 5 AIR CHANCES PER HOUR OR LESS 12. PROVIDE ALL REQUIRED CUTTING,FITL-ING AND PATCHING FOR THE PLUMBING, FIXTURES ARE RATED FOR SUCH APPLICATION. CFR,PARTS 12oq AND 1,404. GIRDERS AND BEAMS MECHANICAL-AND ELECTRICAL TRADES 6. R302.20.4 EXPOSED ATTIC INSULATION:EXPOSED INSULATION MATERIALS INSTALLED ON REFLECTIVE RED IN COLOR, WHERE TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCH W.G.(5-0 PA)IN ACCORDANCE 13. PROVIDE ALL REQUIRED MISCELLANEOUS ROUGH AND FINISH CARPENTRY,HEADERS, ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THANR"0.12 WATT PER " ROOF FRAMING CONFORMING TO PANTONE WITH SECTION N1102.4.1.2,THE DWELLING UNIT SHALL BE PROVIDED WITH WHOLE-HOUSE LINTELS,BLOCKING,FU'RRIN4,TRIMMING,ETC. PLUMa1NG NOTES: SQUARE CENTIMETER MATCHING SYSTEM(PMS)#187. MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1505.4.(R3O3.4) 14. PROVIDE ALL REQUIRED PLUMBING,VENTILATION,AND ELECTRICAL CONNECTIONS FOR ALL 7. R302.10.5 TESTING:TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE `FR" FLOOR AND ROOF FRAMING WHEREA SIGN IS DIRECTLY 1. PLUMBING,SANITARY,COLD AND HOT WATER AND ALL OTHER PIPING SHALL CONFORM TO EXHAUST FANS NOTES: APPLIANCES AND EQUIPMENT. ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE WI-rH ASTM E q7o. APPLIED TO A DOOR OR SIDELIGHT, I.S. ALL WORK SHALL CONFORM TO LOCAL,STATE AND NATIONAL BUILDING CODES. RESIDENTIAL BUILDING CODE OF NEW PORK STATE,LATEST EDITION. 8. R302.11 FIREBLOCKING:IN COMBUSTIBLE CONSTRUCTION,FIREBLOGKING SHALL BE IT MAY BE A PERMANENT 1. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS Z 16. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED BY LAW. PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS NON-FADING STICKER OR DECAL. AND IS TO CONVEY THE MOISTURE AND THE PRODUCTS OF COMBUSTION OT THE OUTSIDE OF THE CONTRACTOR FROM THEE EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY SIGNS NOT DIRECTLY APPLIED TO 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. PLEASE TAKE NOTICE THAT THE BUILDING IN ACCORDANCE WITH M1502 OF THE RESIDENTIAL BUILDING CODE OF NEW PORK STATE. M OR LOCAL CODES.THE DRAWINGS ARE INTENDED TO BE COMPLETE.SHOULD ANYTHING BE 4. ALL WATER SUPPLY LOCATED WITHIN CRAWL SPACES SHALL BE INSULTED, AND THE ROOF SPACE. (CHECK ALL THAT APPLY): DOORS OR SIDELIGHTS SHALL BE DUCTS THAT EXHAUST CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS UNLESS SUCH Q OMITTED FROM THE DRAWINGS,NECESSARY TO THE PROPER CONSTRUCTION of THE WORK S. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED q• FIREOLOC40NG SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING OF STURDY,NON-FADING, A. IN CONGEALED SPADES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED FOR THEIR WORK. HEREIN DFSGRI3ED,IT'SHALL BE THE DUTY OF THE CONTRACTOR TO NOTIFY THE L DUCTS ARE CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM WITH THICKNESS SPECIFIED IN 0 ARCHITECT. OCATIONS: NEW RESIDENTIAL STRUCTURE WEATHER RESISTANT MATERIAL. SECTION R30q.1.1 AND THE FIRE RESISTANCE RAT(N4 IS MAINTAINED. P 17. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION 6' SERVICE WATER HEATERS AND BOILERS ARE TO COMPLY WITH CHAPTER 20 AND CHAPTER SPADES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: � 28.SEE ALSO SECTION 42408(305)FOR CLEARANCE REDUCTIONS.SEE SECTION G2409(308). TABLE M1505.4.4 AND FOR SEQUENCES A,ND PROCEDURES TO BE USED. IN ADDITION THE BOILER IS TO COMPLY WITH SECTION 42452(631.). a, VERTICALLY AT THE CEILING AND FLOOR LEVELS. ® ADDITION TO EXISTING RESIDENTIAL STRUCTURE 18. RESCHECK INFORMATION PROVIDED ON SHEET 4N-3 7. FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS,FABRICATION,ASSEMBLY, Ix HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3049 MM) MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE-AND TWO-FAMILY N 19. REQUEST FOR FINAL PAYMENT MUST 3E ACCOMPANIED WITH A WAVER OF LIENS,SIGNED BY INSTALLATION TESTING METHODS,OPERATION AND MAINTENANCE SHALL BE IN B. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL 0 REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE DWELLINGS OALL SUBCONTRACTORS AND MATERIAL SUPPLIER,IN ADDITION TO THE GENERAL ACCORDANCE WITH SECTION 42401(101)G2417(406).CAS PIPING IS To BE PESrCNED IN SPACES SUCH AS OCCUR AT SOFFITS,DROP GEILINCS AND COVE CEILINGS. CONTRACTOR AREA TO BE 20. PROVIDE OWNER WITH ALL GERTIFIGATES OF INSURANCE V ACCORDANCE WITH SECTION 42413(402) PIPING MATERIALS ARE TO COMPLY WITH SECTION G. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT EXHAUSTED EXHAUST RATES ❑ 42414(403)STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY INSTALLATION OF 4A5 THE RUN.ENCLOSED SPADES UNDER STAIRS SHALL COMPLY WITH SECTION 21. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR PIPING IN ACCORDANCE WITH SECTION G2.405(302).PIPING INSTALLATION IS TO COMPLY R302.7. PROPERTY REFERENCED TO THE LOWER RIGHT WILL MANAGEMENT. D. AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AND UTILIZE(CHECK EACH APPLICABLE LINE): Kib-hens 100 cfm intermittent or 25 cfm continuous 22. THE OWNER AND THE ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT WITH G2415(404)LINKS IN PIPES ARE NOT ACCEPTABLE IN ACCORDANCE WITH SECTION FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF Z G2414(4D6). Bathrooms-Toilet Mechanitai exhaust capacity of 50 cfm O CONFORM TO THE COSTS, fNGS.THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT g, GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC,AND CONTROL FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING THIS ANNULAR TRUSS TYPE CONSTRUCTION(TT) Rooms intermittent or 20 cfm continuous NO ADDITIONAL COSTS. SYSTEMS. SPACE SHALL NOT BE REQUIRED To MEET THE ASTM E 2.36 REQUIREMENTS. 23. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE q. GAS PIPING IS TO BE TESTED FOR LEAKS IN ACCORDANCE WITH 42415.16(404.16).REFER TO E. FOR THE FIRE3L0C1KtN6 OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.1q. ® PRE-ENGINEERED WOOD CONSTRUCTION PMGENERAL CONTRACTOR OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE SECTION G2417(406)FOR ADDITIONAL NOTES OF COMPLIANCE. F. FIREBLOGKIN4 OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE O PERFORMANCE OF THEIR CONTACTS. 10. GAS SHUTOFF VALVES ARE TO BE PROVIDED IN ACCORDANCE WITH SECTIONS 42420(409) LINE OF DWELLING UNIT SEPARATION. R TIMBER CONSTRUCTION(TC) W 24. THE CONTRACTOR IS O6LIGATED r0 COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL, AND G2422(411). I.O. R302.11.1 FIRE3LOCKING MATERIALS:EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4, Z REVISED PUNCH LIST AT THE CLOSEOUT OF THE CONSTRUCTION. 1-1. WATER AND DRAINAGE PLUMBING FIREBLOCKIN4 SHALL CONSIST OF THE FOLLOWING MATERIALS: � 25, IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS TO BE INSTALLED IN ACCORDANCE WITH SECTION A TWO-INCH 51 MM)NOMINAL LUMBER IN THE FOLLOWING LOCATIONS CHECK ALL APPLICABLE Z HE/SHE SHALL NOTIFY THE ARCHITECT PRIOR TO CONTINUATION of THE WORK. P2603.WOOD FRAME DRILLING,ANDD NOTGFLING ARE To BE IN ACCORDANCE WITH P22o3.2. ( ( )( ) PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION E5 TO BE IN ACCORDANCE 13. TWO THICKNESS Ol 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN LAP Q 26. THESE CONSTRUCTION DOCUMENTS AND ALL COPYRIGHTS CONTAINED HEREIN ARE THE WITH P2603.23 AND P2603.3 RESPECTIVELY.REFER TO P2603.4 AND P2603.S FOR PIPES IN JOINTS. FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) M SOLE PROPERTY OF THE ARCHITECT AND CAN NOT BE USED FOR ANY OTHER MEANS. FIRE-RATED ASSEMBLIES AND FOR PIPES THROUGH FOOTINGS OR FOUNDATION WALLS G. ONE THICKNESS OF 23 132-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH f]a 27. ALL WARRANTEES ASSOCIATED,BUT NOT LIMITED TO ROOFING,WINDOWS,SIDING AND RESPECTIVELY.PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED JOINTS BACKED BY 23232-INCH(18.3 MM)WOOD STRUCTURAL PANELS. ® ROOF FRAMING(R) APPLIANCES SHALL BE SUPPLIED BY THE CONTRACTOR TO THE OWNER IN WRITING NO D. ONE THICKNESS OF 314-INCH(1q..T MM) PARTICLEBOARD WITH JOINTS BACKED BY L CLOSEOUT ACCORDANCE THAN PROJECT CLOSEOU WITH A SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH,IN ACCORDANCE WITH P2(.03.5.PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605.TABLE 3/4-INCH(1q.1 MM)PARTICLEBOARD. ® FLOOR FRAMING AND ROOF FRAMING(FR) GENERAL AR-HLTE A NOTE<� P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY E. ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. (�_, WITH SECTION P2608.PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO 3E PROVIDED F. ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLSOARD• Z 1. REFER TO ALL APPLICABLE NOTATIONS ON ALL PLANS,ELEVATIONS,SECTIONS AND AND ARE TO COMPLY WITH SECTION P2603.FIXTURE TRAPS ARE TO COMPLY WITH SECTION G. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED ABBREVIATIONS AND SYMBOLS: W DETAILS,TYPICAL OF ALL DRAWINGS. P32D1. MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa 2. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO COORDINATE LIGHTING,SECURITY 2-2. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE, PLACE' ALUM ALUMINUM `.) CONTROLS,HVAG DUCTWORK AND GRILLES WITH GRAMING,SEE ELECTRICAL,SECURITY, H. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 119 3F BI-FOLD COL ,MUNICIPAL AND OTHER AUTHORITIES WHO HAVE JURISDICTION. OR UL 263,FOR HE SPECIFIC APPLICATION. LOAD-BEARING BRNG BEARING Q HVAC AND INTERIOR ELEVATIONS DRAWINGS FOR LOCATIONS. 13. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED,PAID FOR, 11 R302.11.1.1 BAITS OR BLANKETS OF MINERAL OR GLASS FIBER: BAITS OR BLANKETS OF C.J. CEILING JOIST Q 3. ASSUMED SOIL BEARING CAPACITY 2 TONS/SF.SUBJECT TO INSPECTION AND VERIFICATION AND FURNISHED TO THE OWNER AT THE COMPLETION OF THE PROJECT BY THE Z BY 4EOTECHNICAL REPORT AND OR LOCAL AUTHORITY. CONTRACTOR MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE CLASS OF MATERIAL PRESSURE CL CENTER LINE Q 4. NEW CONSTRUCTION/FOUNDATION To BE STAKED OUT AND ALL REQUIRED BUILDING PERMITTED FOR COMPLIANCE WITH THE 10-FO0T(3048 MM)HORIZONTAL FIREOL-0 KING IN (pounds per square foot) GLNG CEILING DIMENSIONS AND SETBACKS ARE TO BE FIELD VERIFIED AND APPROVED BY A LICENSED WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. Crystalline bedrock CO CLEAN OUT/CASED OPENING C.1 SURVEYOR PRIOR TO COMMENCEMENT OF ANY AND ALL CONSTRUCTION. HVAG NOTES: 1.2. R302.11.1.2 UN FACED FIBERGLASS:UNFACED F1BERGLASS BATT INSULATION USED AS y 12,000 Ix 5. ALL STEEL,INCLUDING COLUMNS,BEAMS,LINTELS, ETC.IN CONTACT WITH MASONRY,To BE 1. HVAG IS TO COMPLY WITH SECTION N1301.HEATING AND COOLING EQUIPMENT IS TO BE CT COLLAR TIE FIRE31-00VIN4 SkatL FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF S:dimentary and foliated rock 4,000 CONT CONTINUOUS COVERED WITH GOP PERM-A-BARRIER WALL MEMBRANE. NOT LESS TJAN 16 INCHES(40(.MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT OR Sand ravel and/or ravel GW and GP CMU CONCRETE MASONRY UNIT DESIGNED IN ACCORDANCE WITH M1401.3.DUCT SYSTEM FOR HVAC IS TO BE FABRICATED 1N Y g g { } 3,000 6. ALL STEEL TO RECEIVE TWO SHOP COATS OF TYNEMEC RUST RESISTANT PAINT AND ONE SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE PACKED TIGHTLY D DRYER O FIELD GOAT TOUCH UP,TYPICAL. ACCORDANCE WITH SECTION M1601.THICKNESS OF ALUMINUM AND GALVANIZED SHEET AROUND THE OBSTRUCTION. Sand,silty sand clayey sand,silty V METAL ARE TO BE IN ACCORDANCE WITH TABLE M9.6o2.1.1. y y gravel VIA DIAMETER 7. ALL STEEL LINTELS AND OR ANGLES TO BE GALVANIZED STEEL,TYPICAL. z. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION SHALL BE VENTED 13, R302.21.2.3 LOOSE-FILL INSULATION MATERIAL:LOOSE-FILL INSULATION MATERIAL SHALL and clayey gravel{SW,SP,SM,SC,GM 2,000 D.J. DECK JOIST ISSUES / REVISIONS ❑ 8. GENERAL CONTRACTOR To PROVIDE PIPING POCKETS AND 4"AND 6"DIAMETER SLEEVES NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER and GC DN DOWN BELOW SLABS AND IN FOUNDATION WALLS FOR DRAWAGE,SEPTIC,PLUMBING,ELECTRICAL, AS PER SECTION M1506 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020:PROVIDE A } INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD DW DISH WASHER SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 GFM INTERMITTENT OR 20 GFM DESCRIPTION DA NO. WATER,ETC.TYPICAL REVIEW WITH ARCHITECT AND ALL SU3-CONTRACTORS FOR NUMBER THE SPREAD OF FIRE AND HOT GASES. Cay,sandy,silty clay,clayey silt,sill and TE 1,500b FAI FRESH AIR INTAKE Z AND REQUIREMENTS PRIOR TO POCKET AND SLEEVE INSTALLATION AT CONCRETE WALL CONTINUOUS.3. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR AND REPLACEMENT 14. R302.11.2 FIREBLOCKIN4 INTEGRITY:THE INTEGRITY OF PREBLOCKS SHALL BE MAINTAINED. Sandy Siltclay(CL,ML,MH and CH) F.F. FINISHED FLOOR ISSUED FOR BUILDING PERMIT /21/22 1 Z W AND SLAB POURS. 15. R302.12 DRAFTSTOPPIN4:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE F.J. FLOOR JOIST 9. ALL SLEEPING ROOMS 1-0 HAVE AT LEAST ONE EGRESS WINDOW: WITHOUT REMOVING PERMANENT CONSTRUCTION,OTHER APPLIANCES,OR ANY OTHER BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOI ILING ASSEMBLY, For S:1 pound per square foot=0.0479 kPa In. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED,SERVICED, FR FIRE RATED SILL HEIGHT 44"AFF,MAXIMUM DRAFTSTOPS SHALL BE INSTALLED SO HAT HE AREA OF THE CONCEALED SPACE DOES NOT a Where sod tests are required b Section R401.4,the allowable bearing capacities of the soil shall be art of the recommendations- 4ALV GALVANIZED • REPAIRED OR REPLACED.A LEVEL WORKING SPACE NOT LESS THAN 3o INCHES DEEP AND q Y g P GWB GYPSUM WALL BOARD W NET CI EAR OPENING=5.7 SF EXCEED 2,000 SQUARE FEET EQUAL L A EAS.WHERE SHALL DIVIDE THE CONCEALED b Where the building official determines that in-place soils with an allowable bearing capacity of less than 1.500 sf are like/ to be resent at the site,the allowable bearing capacity shall be determined b a sails investigation. W 30 INCHES WIDE(762 MM BY 762 MM)SHALL 3E PROVIDED IN FRONT OF THE CONTROL SIDE g 9 P Y P Y P 9 P Y y W NET CLEAR F-IEIGHT=24"MEN. SPADE INTO APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY AHDG HOT DIPPED GALVANIZED TO SERVICE AN APPLIANCE. NET GLl�1R WIDTH=2d'MIN. FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPING SHALL 3E HDR HEADER (� 4. M1305.1.1 FURNACES AND AIR HANDLERS:FURNACES AND AIR HANDLERS WITHIN I.O. STAIR CONSTRUCTION" TO COMPLY WITH THE FOLLOWING: PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE HT HEIGHT Z COMPARTMENTS OR ALCOVES SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. LVL LAMINATED VENEER LUMBER RISER:4"Mtn'.,8 1/4"MAX. v INCHES(76 MM)ALONG THE SIDES,BACK AND TOP WITH A TOTAL WIDTH OF THE ENCLOSING TREAD: q"MIN.RISER FADE TO FACE B. FLOOR FRAMING 15 CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED W SPACE BEING NOT LESS THAN 12 INCHES(305 MM)WIDER THAN THE FURNACE OR AIR a MEM MEMBRANE Q HANDRAIL HEIGHT:34"MIN.,38"MAX. HANDLER FURNACES HAVING A FIREBOX OPEN TO THE ATMOSPHERE SHALL HAVE NOT LESS MEMBERS MINIMUM SPECIFIED COMPRESSIVE STRENGTH If,) MF4'D MANUFACTURED GUARDRAIL:'TE MIN.W/1 1 MAX.ON CENTER SPACING• THAN A&-INCH(152 MM)WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE. 16. (1-2.7R302 M) MATERIALS:BOARD, 3/8-INCH(q MATERIALS SHAH. T NOT LESS THAN OTHER CH TYPE OR LOCATION OF CONCRETE CONSTRUCTION Weathering Potentiaib NITS NOT TO SCALE ❑ 12. HARD WIRED SMOKE DE?TEGTORS W/BATTERY BACK-UP SHALL 3E LISTED BY AN APPROVED (12.7 MM)GYPSUM BOARD,3/8-INCH(q.s MM)WOOD STRUCTURAL PANELS OR OTHER O.G. ON CENTER COMBUSTION AIR OPENINGS AT THE REAR OR SIDE OF THE COMPARTMENT SHALL COMPLY APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPIN4 SHALL BE INSTALLED Negligible Moderate Severe AGENCY AND SHALL 3E INSTALLED AS FOLLOWS: P.G. POURED CONCRETE WITH THE REQUIREMENTS OF CHAPTER 17. SALL HALL RWINGS•HE PR(CATIONS AND COPIES THEREOF THEYFURNISHEDTO BE BY THE USED ONLYARCHITECTHRESPECT AND • IN ALL BEDROOMS PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE c P.T. PRESSURE TREATED SHALL REMAIN THE PROPERTv of THE ARCHITECT.THEv ARE To BE useD ONLY WITH RESPEcrro EXCEPTION:THIS SECTION SHALL NOT APPLY TO REPLACEMENT APPLIANCES Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2,500 THIS PROJECT AND ARE NOTTO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO • IN HALLWAYS IN FRONT OF BEDROOM DOORS BUILDING OFFICIAL.THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE INSTALLED IN EXISTING COMPARTMENTS AND ALCOVES WHERE THE WORKING R RISER PROJECT IS NOTTO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON •) • AT THE TOP OF ALL FL14HTS OF STAIRS AT EACH FLOOR 17. ELSE 13 FIRE PROTECTION OF FLOORS:FLOOR ASSEMBLIES THAT ARE NOT REQUIRED Basement slabs and interior slabs on grade,except garage boor slabs 2,500 2,500 2,500a RD ROOF DRAIN LAW COPYRIGHT OR OTHER RESERVED RIGHTS Cn SPACE CLEARANCES ARE IN ACCORDANCE WITH THE EQUIPMENT OR APPLIANCE ELSEWHERE IN THIS CODE TO BE FLRE-RESISTANCE RATED,SHAH.BE PROVIDED WITH A W 12. HARDWIRED CARBON MONOXIDE DETECTORS W/BATTERY BACK-UP SHALL 3E INSTALLED Basement walls,foundation walls,exterior Walls and other vertical concrete REF REFRfGEF:ATOR Q OUTSIDE FOR EACH SLEEPING AREA.CARBON MONOXIDE DETECTORS SHALL BE LISTED BY 1/2-INCH(1-2.7 MM)GYPSUM WALLBOARD MEMBRANE,5/8-INCH(26 MM)WOOD 2,500 3,0001 3,0001 ;I REQUIRED WINDOW& DOOR NOTES: uvoik exposed t0 the Weather AN APPROVED AGENCY. STRUCTURAL PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR Addition/Alteration V R.R. ROOF RAFTER I-I 13. ALL DIMENSIONS ARE S,4OWN TO ROUGH FRAMING,NOT FINISHED UNLESS OTHERWISE FRAMING MEMBER PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS, Porches,carport slabs and steps exposed to the weather,and garage floor SGDHS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED INDEPENDENT L30RATORY LIGHTING,DEVICES,LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR 2,500 3,000d.e.f 3 500d-e.f �.-. NOTED.DIMENSIONS AT UNDISTURBED EXISTING AREAS ARE TO EXISTING FINISHES. SIabS Stack AND ARE TO BEAR A LABEL IDENTIFYING MANUFACTURER,PERFORMANCE T TREAD W 14. PROVIDE COP PERM-A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS CORNING RIGID OPENINGS OR PENETRATIONS SHALL BE PERMITTED. TYP TYPICAL `= INSULATION PROTECTION BOARD AT FOUNDATION WALLS PERIMETER FROM TOP OF FOOTING CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH EXCEPTIONS: For SI 1 pound per square inch=fi 895 We LION UNLESS OTHERWISE NOTED V 2. AAMA/NWWDA 101/LS.2/A440,AAMA/WDMA/CSA 10:L11 S.2/A440 OR AMP 100.THIS IS IN 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY Residence � TO ADJACENT GRADE/,TALL FOUNDATION WALL EXTERIORS,TIP. a. Strength at 28 days psi VIF VERIFY IN FIELD I.S. PROVIDE 112"REMOLDED FILLER JOINT WITH CAULKING AT ENTIRE PERIMETER OF SLAB, ACCORDANCE WITH R60q.3.THE WINDOW AND DOOR ANCHORAGE SYSTEM IS TO COMPLY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION b See Table R301 2(1)for weathering potential- W WASHER WITH R&Oq.7.GLAZING PANES ARE To BE IDENTIFIED IN ACCORDANCE WITH R3o8.1 AND P2g04,NFPA 130,OR OTHER APPROVED EQUIVALENT SPRINKLER 765o Nassau Point Road TIP. c Concrete in these locations that is subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnoted W/ WITH ' R308.2.1. SYSTEM. Cutcho ue NY 11 ', 16. PROVIDE A 6"MIN.FOOTING EXTENSION AROUND FOUNDATION WALLS,UNLESS OTHERWISE d Concrete shall be air-entrained Total air content Lpercent by volume of concrete)shall be not less than 5 percent or more than 7 percent WH WATER HEATER NOTED,TYP. 3. ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS SHALL HAVE A MINIMUM NET 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT a See Section R4022 for maximum comentiticus materials content WWM WELDED WIRE MESH T 935 CLEAR OPENING OF S.7 SQUARE FEET,MINIMUM OPENING HEIGHT:24",MINIMUM OPENING INTENDED FOR STORAGE OR FUEL-FIREDAPPLIANCES. 17. PROVIDE A 1'-O"MIN.FOOTING EXTENSION AROUND FIREPLACE FOUNDATIONS,TYPICAL. f For garage floors with a stsol-troweled finish.reduction of the total air content(percent by volume of concrete)to not less than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 18. MAINTAIN A MIN.OF 6"FROM TOP OF FOUNDATION WALL TO FINISH CRAPE,NOTIFY WIDTH 2o",AND A MAXIMUM SILL HEIGHT=44"A.F.F.,AS PER SECTION R310.1.1,R310.1.2, 3. PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO 3E 4 000 psi. ARCHITECT IF DISCREPANCY OCCURS. R310.1.3,R310.1.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE. UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: .1 q. PROVIDE CONCRETE HARDENER FOR CONCRETE GARAGE SLAB,TYPICAL. 4. SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS DESCRIBED IN THE A. THE AGGREGATE AREA OF HE UNPROTECTED PORTIONS • TABLE R302.6 RESIDENTIAL CODE OF NEW YORK<STATE,SECTION R308.4. DOES NOT EXCEED 1.30 SQUARE FEET 74 M2)PER STORY �' Bo 20. PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RESIDENTIAL BUILDING CODE OF ( 5. PROTECTION OF OPENINGS REQUIRED IN BUILDINGS LOCATED WITHIN WINDBORD DEBRIS B. FfREBLOGKING IN ACCORDANCE WITH SECTION R302.11.1 IS r,4, ,,/;� .` R ' NYS:ATTIC ACCESS OPENING SHALL NOT 3E LESSTHAN 22"X30"AND SHALL BE LOCATED IN L1W htt tNG-GARAGE SEPARATION '�A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30 MIN.UN03STRUCTED LOCATIONS.MEANS OF PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE �r^ ,{INSTALLED ALONG THE PERIMETER OF THE UNPROTECTED / ,, 1 HEADROOM IN THE AT T'G SPACE SHALL 3E PROVIDED @SOME POINT ABOVE THE ACCESS MISSILE TEST OF STM E29g6 AND ASTM E2886 AS MODIFIED IN SECTION R301.2.1.2.1. PORTION TO SEPARATE THE UNPROTECTED PORTION FROM SEPARATION MATERIAL ARCHITE OPENING.v I�zrc MEGHANIGAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS 6. ALL GLAZING SHALL BE DOUBLE PANE,LOW-E INSULATED GLASS. THE REMAINDER OF THE FLOOR ASSEMBLY. DESIGN, P L L C PER SECTION M1305.1.3. 7. ALL WINDOWS AND DOORS SHALL BE W COMPLIANCE WITH THE RESIDENTIAL BUILDING 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL Not less than 1/2-InEll gypstlrn 1),)at-I or 21. FIREOLOCKIN4 SHALL SE PROVIDED TO CEIT OFF ALL CONCEALED DRAFT OPENINGS(BOTH CODE OF NYS 2020,SECTION R310,TO NOT IMPEDE EGRESS COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 20-INCH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES 8. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE RESIDENTIAL BUILDING (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED From the residence and nitres equivalent applied to the AND BETWEEN A TOP STORY AND THE ROOF SPADE AS PER SECTION R602.8.CHIMNEYS AND CODE OF NYS 2020,SECTION R303,FOR NATURAL LIGHT AND VENTILATION. FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. garage side PO BOX go,BLUE POINT,NY 11715 BARDARH.COM FIREPLACES SHALL COMPLY WITH SECTION R100122. q. ALL WINDOW AND DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER 18. R302.14 COMBUSTIBLE INSULATION CLEARANCE:COMBUSTIBLE INSULATION SHALL BE TEL:(631) 56o-79o8 wbarba@bardarch.com 22• GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R3026 OF THE RESIDENTIAL 10. ALL DOORS CONNECTED TO RESIDENCE/GARAGE ARE TO HAVE 45 MIN FIRE RATING AND IS SEPARATED NOT LESS THAN.3 INCHES(76 MM)FROM RECESSED LUMINARIES,FAN MOTORS Not less than 51g-inch Type X gtpst_lrrl t aard AND OTHER NEAT-PRODUCING DEVICES. From habitable rooms above the garage 3u1LDING CODE OF NYS 2020.OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 3E TO BE SELF-CLOSING(FRSC)IN ACCORDANCE WITH R302.& or equivalent UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS EQUIPPED WITH A 45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF- 12. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE EGC,C OF THE RESIDENTIAL TI EXCEPON: BUILDING CODE OF NYS,LATEST EDITION. 1. WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER CLOSING DEVICE.DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND Structures)supporting floor/ceiling DOCUMENT IS A VIOLATION OF NEW YORK STATE CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING assemblies used for separation Not less than 112-inch Vyhsum boa d or LAW MIN.NUMBER 26 GAGE STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.WHERE FINISH NOTES: REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE equivalent PARTITIONS ARE USED-'O SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A CONDITIONS STIPULATED IN THE LISTING.RECESSED LUMINARIES required by this section DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE- 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.ARE TO BE SUBMITTED TO INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL MEET THE JOB No. RESISTANCE RATING.WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE OWNER/ARCHITEGT FOR APPROVAL PRIOR TO INSTALLATION. REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. Not less than 1/2-Inch vJpSLltn board or 2133 GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUC4 CONSTRUCTION SHALL BE PROTECTED 2• GYPSUM WALL30ARP APPLICATION SHALL BE TAPE JOINT SYSTEM.GYPSUM BOARD TO BE Garages located less than 3 feet from a equivalent applied to the interior elrr"" " WITH ONE LAYER OF S/8"TYPE w 4W6.OPENINGS IN HORIZONTAL SEPARATIONS SHALL 1/2"ON WALLS AND CEILING UNLESS OTHERWISE INDICATED.FINISH JOINTS,J-BEADS,NAILS r,�l _ t E:i,D /IA d,.._.Ils,g unit on the same lot side of e tr`rlor wz;,ls that are within this �"�.r C'7 NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED 3Y AND SCREW DIMPLES,CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS DATE s�' � �� VERTICAL SEPARATIONS'. OF JOINT COMPOUND.ALLOW 24 HOURS TO DRY BETWEEN COATS.FINAL COAT TO BE area �c0° ,F M 1. gRn,Q 0 � 23. LARGER SCALE DRAWINGS SUPERCEDE SMALLER SCALE VERSIONS. SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL CORNERS AND AROUND ALL C'1 ``e s I r �� , OPENINGS. 04/08/22 q� " �,', t a O. !�,� ,.. , 3. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND CEILINGS SHALL RECEIVE M.R. "Par }}" FIREPLACE AND FLUE NOTES: DRAWN BY ryRr ,,,,1 GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL HAVE •_1' aS- " 1. MULTIPLE FLUES ARE TO 3E INSTALLED IN ACCORDANCE WITH R1D03.13.CHIMNEY FLUES WONDER BOARD INSTALLED. BB ,,•; 4-7.,. �: 4-^'�,' 4. ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 518"TYPE W FIRE CODE G�Lr CONNECTED TO MORE THAN ONE APPLAANCE ARE TO HAVE A CROSS SECTIONAL AREA NOT U) �"Ii�" �n' SHEETROCI<.APPLY 5/8"TYPE W SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER z SCALE �r "``A� ���1 LESS THAN THE AREA OF THE LARGEST CONNECTOR PLUS 50% OF THE AREAS OF THE RESIDENTIAL COPE OF NEVJ YORK STATE,R30q.2.1,R3o4.2.2. 0,• ' ADDITIONAL CHIMNEY CONNECTORS.FURTHERMORE,FLUE CROSS SECTIONAL AREA IS TO > d,+ COMPLY WITH R10O3.14. > AS NOTED �'> or: V" 2. EXTERIOR AIR INTAKE IS TO COMPLY WITH R1006. Cr 3. ALL FLUES MUST 3E SIZED FOR ALL APPLIANCES THAT ARE CONNECTED 3Y MAXIMUM 0 RATED BTU OUTPUT OF TOTAL CONNECTED APPLIANCES. LU Q DRAWING TITLE DWG No. U U) 0 GENERAL z GN-i ° 0 NOTES w F_ 0 z KEYED NOTES: TYPICAL 2ND FLOOR STRAPPING DETAIL TYPICAL I-JOIST STRAPPING DETAIL TYPICAL RIDGE STRAPPING DETAIL TYPICAL RAFTER STRAPPING DETAIL TYPICAL OPENING PROTECTION DETAIL TYPICAL OPENING PROTECTION DETAIL F—FOR PERMIT Use every other nail hole in CUT l ROOF RAFTER WIND LOAD DESICN CRITERIA AND ONSTR MQtj NOT • a row to provide the LENGTH Note: of ' TYP.DOUBLE HUNG WINDOW BEAM and code-required minimum END Web stiffeners �*— STRAP BEARING •0 1. ALL WORK HALL BE IN CONFORMANCE WITH THE center-to-center spacing LENGTH required on o• o COLUMN i4EADER, REFER TO STRUCTURAL RESIDENTIAL BUILDING CODE OF NEW PORK STATE, for nails q PLATE o PLANS. ' o F SECTION R301.2.1 AND FIGURE R301.2 A both sides of 2. ALL WINDOW LOAD DESIGN CRITERIA AND • �/ 3 „ o ° CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH 1 joist 2/s o0 00 ° (I) SIMPSON STRONG TIE STRAP CMST14 at 7/16 STRUCTURAL END o --FACE AN[3t{2)IUdASTENPD TO COLUMN EADER :"f ' ' ,.e°Y<, WOOD PANEL AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA) WODD FRAME CONSTRUCTION MANUAL FOR ONE AND °0 DISTANCE HEADER TOP. !REFER TO MANUFACTURER FOR ,s. TWO FAMILY DWELLINGS(WFCM)AND THE MINIMUM o COMPLETE INS ALLATION REQUIREMENTS CLEAR ° o SPAN ° " DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(ASCE 7). IN REFERENCE TO THE ASCE STANDARDS(&WFCM); F PER SECTION 6.5.4.WEND SPEED=230MPH WOOD SCREWS.SCREW PER SECTION 6.5.5.IMPORTANCE FACTOR 1 o A3071SAE1018 t AS BY CDNTRACTOR, PER ROD, e, 1 E .•' AND SPAC4NC7 (PER BUILDING CATEGORY fl)=1.00. COLUMN. PER NYS RESIDENTIAL PER SECTION 6.5.6 EXPOSURE CATEGORY IS END o BUILDING CODE TABLE ;B, Provide minimum LENGTH R301.2.1.2 0 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-O" 1/8"end distance °• \ _J --._FIBERGLASS STRUCTURAL ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM • o TOP PLATE SPLIT COLUMN ENGINEERING DESIGN LIMITATIONS,SECTION 3.1.3.1 FOR PROTECTION NOTES: MEAN ROOF HEIGHT ALLOWANCE.PER ASCE 7,FIGURE Equal number of � o °� ALL SCREWS TO BE SECURED TO FRAME OF WINDOW.PANELS TO BE CUT TO specified nails in ( MTS Installation As an MATCH EXTERIOR FRAME DIMENSIONS. 6-2,BUILDING HEIGHT AND EXPOSURE ADJUSTMENT each end (1) SIMPSON S'r'RONG TIE CONNECTOR HDSA Simpson Strong-Tie I joist to Top Plate Tie ITH (2) 3/4"BOLTS. REFER TO NYS RESIDENTIAL BUILDING CODE SECTION R3D1.2.1.2 PROHIBITS THE USE OF FACTOR A-1.0. o S. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE CS Coiled Strap •0° Simpson Strong—Tie T12 REQUIREMENTS FOR COMPLETE INSTALLATION PANELS SPANNING GREATER THAN E'-O"IN ANY DIRECTION.ALTERNATE p g PROTECTION METHODS MEETING LARGE MISSILE TEST STANDARDS ARE 3.1,3.3A,3.4 AND 3.7 OF THE 201.5 EDITION OF WOOD MTS30 REQUIRED. FRAME CONSTRUCTION MANUAL(WFCM). 6. ALL DESICN AND CONSTRUCTION SHALL CONFORM TO WFCM,PRESCRIPTIVE DESIGN,CHAPTER 3 d TYPICAL FLOOR TO FLOOR STRAPPING DETAIL TYPICAL HEADER STRAPPING DETAIL ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.2&3.3. • ALL WALL SYSTEMS SHALL CONFORM TO MSTA36 z WFCM SECTIONS 3.1.3.4 AND 3.5. (A4STA49 L ALL CONNECTIONS SHALL CONFORM TO HDUz siml7arj (HDU4,DU5, CS18 m� MASONRY PIER, FILL �TT2Z s rttPP�rf (CSi4, CS2L�, 50LID WFCM sEcnoN OR 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND '® FASTENERS/STRAPPING CONNECTIONS ARE FOR USE ChISTf2 (I) 3/4" EMBEDDED BOLTS AT EACH COLUMN. WITH DOUGLAS FIR LUMBER. Strong-Drive" GMST14 simWer) a. THE CONNECTION DETAILS PROVIDED ON THE Z Sd,WC ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS Q LOAD PATH CONNECTIONS AS PER THE LOAD VALUES TRUSS Screw AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. Z 0 Load values for strap U Installed diagicinally n©e shall be determined t zi L TA21 the eroneerof mixin O L TP4/L TP51GA2 U shown for shear .• II �I res;sfarwe ,refer •� II •. u to page 44. Z O °s i~ Strong-Drive* SDWF I I FLOOR-TO-FLOOR Screw *` I( Uplift andhilms Rot 0 (with TUW fake-ujl washer) 1 min. needed In this area (Exoept sin enctrors) Z � l Z a Q e • • A34 t� + Single."Qttrap ® +AppIlli tlon Ln HDU2 with OW be usea►) UO All-Throod Q Rod O tLSTIMS HM U TYPICAL 1ST FLOOR STRAPPING DETAIL f E-• LSTA18 cS16 �. (CSr4,CS20 AT FIRST Z slrnprr) hrT$1$ -� FLOOR ONLY U (f.TG,1.fT5 Refer raps,es 9-12 for T' sirr»tan, arr�nananr cnn�lderarrons ❑ 1�"min. rt�7ardl'nH ooatG�s on - - T �....- ,.--.,.�.,.,_,.. .�.m._ Tl ISSUES / REVISIONS avw.,om ive-tr stedsw3i DESCRIPTION DATE No. trr'R�1 preserlr3n�rtre-treatea' I I ISSUED FOR BUILDING PERMIT zi zz 1 z � / w [ $80 T'Vr' AT FIRST AT SECOND I i 0 1.5 FLOOR ONLY FLOOR ONLY AT SECOND TYPICAL SHEATHING DIAGRAM FLOOR ONLY w Q Z' AT SECOND' FLOOR ONLY Z ROOF SHEATHING-4'PERIMETER: L( • s&COMMON NAILS @ 6"O.G.AT PANEL AT FIRST& E SPZ •`• EDGES&6"O.G.AT INTERMEDIATE R P <OOkn`9kF0 SECOND FLOOR F OG �FR Q SUPPORTS IN THE PANEL FIELD. ❑ 17P4,LTF5 a•GA2 spaLvrrg SSP21 Urlt cnnnecors shah ? AT FIRST t (D. f�rff\..3f,1 bypass ia3rh 17K"+er s0 ROOF SHEATHING-INTERIOR ZONE: FLOOR ONLY ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND i�5.ry"C,ti:mrtr[f flla•$.hrlr7r, I, . I ptvoenl Gr355-grulln SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO SSP'k0a'',ng f.X•pJAIr, to-sinn or bwxj#*o Ed,COMMON NAILS e 6"O.G.AT PANEL THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO (Other CJI?.'xWrI3M avq[Tf itg, ssr z ,, , �� I .n. - �, � MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE l ! EDGES @ 12 O.C.AT INTERMEDIATE _ i PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON � rArf p `Se 4�' SUPPORTS IN THE PANEL FIELD. LAW COPYRIGHT OR OTHER RESERVED RIGHTS. w NEW ROOF T T I C1 H TYPICAL HOLD DOWN (FOUNDATION WALL) TYPICAL HOLD-DOWN (EDGE OF SLAB) WALL SHEATHING -4'EDGE ZONE I 1=, .,.•. ! AT SECOND Addition/Alteration A Ed COMMON NAILS @ 6" .G.O AT PANEL `- w y EDGES OR O.C:AT INTERMEDIATE _ ,-_ FLOOR ONLY Post size b Stack SUPPORTS IN THE PANEL FIELD,PER x MSTCM40 Designer � U WFCM 530TABLE 3.10. �' �r�k,. Residence a WALL SHEATHING 7- ONE ONE :, 4 765o Nassau Point Road HDUS ° e Ed COMMON NAILS @ 6"O.C.AT PANEL AT FIRST Cutchogue, NY u935 (Minimum e EDGES @ 12"O.C.AT INTERMEDIATE NEW WALL ¢ FLOOR ONLY double stud) ° e SUPPORTS IN THE PANEL FIELD. •, La Shear O i connectorsI, Q r • e _ I not shown e l Ri, d Ed,COMMON NAILS @ 4"O.G.AT PANEL PF 0 �z. ROOF SHEATHING -GABLE ENDWALL RAKE: r f for clarity ,, it m I dd EDGES @ 4"D.G.AT INTERMEDIATE [ARCHITECTURAL M�jP � ° �'' ; f ' 0 SUPPORTS IN THE PANEL FIELD. •• BP � -� PO BOX go,BLUE POINT,NY 117r5 BARDARH.COM Q AT FIRST TEL:(631) 56o-7908 wbarba@bardarch.com •o• ° OAT FIRST FLOOR ONLY ---------- ,-- FLOOR ONLY as O ° ° TYPICAL SHEATHING NOTE: TYPICAL DETAIL NOTE: Reber o 0 ° O AT SECOND (min.) o 0 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE TYPICAL STRAPPING AND HOL FLOOR ONLY D DOWN DETAILS ABOVE AS UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS IN CONFORMANCE WITH WFCM TABLE 3.13A. MANUFACTURED BY NOT TO SCALE. CC,SHALL REFER TO DOCUMENT IS A VIOLATION OF NEW YORK STATE 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE DRAWINGS FOR PROPER TYPE/SIZE OF ASSOCIATED LAW. HDU5 IN CONFORMANCE WITH WFCM TABLE 3.12A STRUCTURAL AND FRAMING MEMBERS.ALL HANGERS, (HDU2, HDU8, HDU19, 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE STRAPPING AND FASTENERS SHALL BE GALVANIZED AND and HDU14 similar) IN CONFORMANCE WITH WFCM TABLE 3.10 AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. Overturn Diagram JOB No. B TALE 3.1.1 RESPECTIVELY. 89 2133 DATE1e O . ,I A 04/08/22 DRAWN BY BB :e no C . 0 SCALE .� ' �►0 -� Q AS NOTED " °" 0 w DRAWING TITLE DWG No. co WINDLOAD Z UPLIFT GN-Z 0 F_ EQUIREMENT 0 Z KEYED NOTES: FOR PERMIT Generated by REScheck-Web Software Compliance Certificatei L Window: Wood Frame 21 0.300 0.320 6 7 SHGC:0A0 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other Project Stack Residence calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandato e require �Iistedn the REScheck Inspection Checklist. - Energy Code: 24181ECC /'_�`/,L a�(Zl3/�_ �Il� w�� � Location: Cutchogue, New York Name-Title Signature Dat Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7650 Nassau Point Road Jack Stack William Barba Cutchogue, NY 11935 1160 Park Avenue Barba Architectural Design,PLLC Unit 9B PO Box 90 New York, NY 10128 Blue Point, NY 11715 (646)519-1093 (631) 560-7908 jackstacknyc@gmail,com wbarba@bardarch.com Compliance; 10.6%Bletter Than Code Maximum UA; 378 Your UA: 338 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or worse Than Cade Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an est,mate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, Envelor)e Assemblies Z O Flat Ceiling: Flat Ceiling or Scissor Truss 647 49.0 0.0 0.026 0.026 17 17 UVaulted Ceilings:Cathedral Ceiling 389 49.0 0.0 0.022 0.026 9 10 First Floor Walls: Wood Frame, 16"D.C. 852 20.0 0.0 0,059 0.060 34 35 Ln O Door(Solid):Solid Door(under 50%glazing) 21 0.300 0.320 6 7 V Doors(Glass): Glass Door(over 50%glazing) 106 0.300 0.320 32 34 SHGC: 0.40 Window:Wood Frame 141 0.300 0,320 42 45 SHGC:0.40 Z O Second Floor Walls:Wood Frame, 16"o.c. 810 20.0 0.0 0.059 0,060 32 33 _ E- Window 1:Wood Frame 262 0.300 0.320 79 84 SHGC:0,40 O First Floor: All-Wood joist/Truss 1,047 30.0 0.0 0.033 0.047 35 49 w Z 2nd Floor Cantilevers/Porches: All-Wood Joist/Truss 51 30.0 0.0 0.033 0.047 2 2 ZZ Basement Slab:Slab-On-Grade (Unheated) 106 10.0 0.700 Q.700 0 0 Insulation depth: 2.0' Q Basement Wall:Solid Concrete or Masonry Wall height: 9.0'Depth below grade: 7.0' 958 13.0 10.0 0.047 0.059 44 55 Insulation depth: 7.0' Project Title: Stack: Residence Report date: 05/06/22 Project Title: Stack Residence Report date: 05/06/22 Z Data filename: Page 1 of 2 Data filename: Page 2 of 2 w V Q ` Z O H V Er va Z O ISSUES / REVISIONS ElDESCRIPTION DATE No. z ISSUED FOR BUILDING PERMIT 9/21/22 1 w a, O a w Q Z c� w Q ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE Z PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LJ LAW COPYRIGHT OR OTHER RESERVED RIGHTS (n w Addition/Alteration V Stack { U Residence `n 765o Nassau Point Road El Cutchogue, NY 11935 BA ""D >,. g ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631) 56o-7908 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133y -� D AP DATE � r, a. C'e",e� 04/08/22 DRAWN BY BB C3 SCALE 03G';� 4Q 3: AS NOTED OF �`t ~ Q Cr 0 W DRAWING TITLE DWG No. U F- Z RES-CHECK GN-3 0 0 tii F- 0 Z KEYED NOTES: FOR PERMIT SITE DATA TOWN OF SOUTHOLD 'R-40'ZONING SCTM#1000-115-3-4.1 PRINCIPAL BUILDING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN so'FRONT IS,SIDE IN FLOOD AIR FREEZING SNOW DESIGN DESIGN UNDERLAYMENT ANNUAL zD'SIDE COMBINED National Flood Hazard Layer F I R M ette : ;+ Speed Topographic Special wind Windborn Frost line HAZARDS INDEX FEMA Legend LOAD CATEGORY Weathering Termite TEMP REQUIRED TEMP 50'REAR .�... (mph) effects region debris zone depth 35(z STY)HEIGHT 72°26'45-W 41°0'3-N SEE FIS REPORT FOR DETA'LED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 20%LOT COVERAGE r.-,.,/�.• 20 LBS 130 NO 500 YES C SEVERE 36" M-H 15 YES AE-7 1500 OR< 50.8 Without Base Flood Elevation(BFE) :'r j a/ �, - �, `• `' -ZoO e U`E - Zuni A V,Agy ACCESSORY STRUCTURES _ With BFE or Depth 70"At.in,AH ae Aa (EL�11�Feet} LOCATION MAP SPECIAL FLOOD �TM HAZARD AREAS Regulatory FloodwaY 50'FRONT G 15$ RGLE INDICATES 1-MILE RADIUS SIDE MIN r ti •, STACK RESIDENCE 15 SIDE GOMf31NED 0.2%Annual Chance Flood Hazard,Areas 7650 NASSAU POINT ROAD,GUTGHOGUE,NY 1193s of 1%annual chance flood with average 15 REAR N �) v SITE AREA 4 rk" ,vim = r t ,r depth less than one foot or with drainage areas of less than one square mite zo-v r w 8,70o F *AREACiF MINIMAL FLUOQ'HAZARD'' ;. f .. _... $ ♦ n Future Conditions1%Annual - w w Chance Flood Hazard znn.i King Kullen ° r as t `o t P 'v, ( < Area with Reduced Flood Risk due to - x ,a� ; EXISTING LOT COVERATE 10.39%(2.0%MAX) Levee,See Notes.. OTHER AREAS OF o s r maw ♦ ;' FLOOD HAZARD ,g Area with Flood Risk due to Levee-w,D Santo's Christmas Tree Farm LI k�o ,y z$rY HousE 1ss4 SF ... .,,. " 0 as N: SHEDS 264 SF 'F .. "•, � „ o NO SCREEN Area of Minimal Flood Hazard za,w y �v GAZEBO g0 SF Suhru Wines •;n Effective LOMRs GARAGE z94$F z,050 SF OTHER AREAS Area of Undetermined Flood Hazard 1-,A o Cutchogue s a. IN-GROUND POOL g00 SF . .. ... c r�� a` M t`k: GENERAL Channel,Culvert,or Storm Sewer zs TOTAL 5,062 SF(9,74o SF MAX) `I STRUCTURES I I I I I I t Levee,Dike,or Fioodwalf - Yi Vineyards � z @i+North Fork Count Club 1 PROPOSED LOT COVERATE 13.65% z0%MAX , f i za.z { &Winery ,:\� n ( ) "4 a Cross Sections with 1%Annual Chance iporanly closed y �. *Tottrci o`f,Sat1t11a1d W„ • ' s Water Surface Elevation EXISTiN4 HOUSE is54 SF ) G ,• { Coastalr u ADDITION 1,000 SF r:q i t a- Transect 9rds i 'y ` Ri (�Lg9 Fee a »-se -Base Flood Elevation Line(BFE) dl ( � 3 4ARA E(NEW) i o G 766 SF Limit of Study €1 SHEDS so SF Zon .i r�• c -.'i, i t Jurisdiction Boundary `f` GAZEr30 9O SF Q M *"• - x ---* Coastal Transect Baseline DECK z,z60 SF (EL6Feet} r i a KK - f s OTHER Profile Baseline Z ' '` FEATURES IN Pool goo SF ��/'�`• L- � f A`t ;( Hydrographic Feature r QOld Cove Yacht Club I r p��5• + • w."ti" • ° ♦ m 2e' 4 p TOTAL 6, -50 SF(9,740 SF MAX) (J t Digital Data Available N xkq` y.tAv E � No Digital Data Available 1 P New s�rrotk Ave ° - P AvC New Suffolk g Z a _ _ x sY 1+, MAP PANELS 0 Unmapped ` k y sustok2. y 4 Ya e r C 1 m t F The in displayed o the �k. m ` p + Pn map Is an approximate + {,r point selected by the user and does not represent an authoritative property location. F c ?o Z r + )) - ., „'�,,,,.,,.:,#ry• This map complies with FEMA's standards for the use of !a digital flood maps if it Is not void as described below. f The basemap shown compiles with FEMA's basemap " accuracy standards O The flood hazard Information Is derived directly from the ' - d A`sv ` authoritative NFHL web services provided by FEMA.This map a was exported on:.L19/20111 at 5:01 PM and does not Zreflect changes or amendments subsequent to this date and �otlN•tJ� r w a w`s r j time.The NFHL and effective Information may change or C7 • . .r'""t 9� t. Z (ELB Feetl° , I rT�,tdE A" become superseded by new data over time. �. (EL�12 Feet) ~ * 4A �- This map image Is void If the one or more of the following map )� elements do not Q appear:basemap imagery,flood zone labels, Pp"� legend,scale bar,map creation date,community Identifiers, FIRM panel number,and FIRM effective date,Map Images for son" mz�li Feet 1:6 000 721267W 40159'36"N unmapped and unmodernized areas cannot be used for Li0 250 500 1,000 1,500 2,000 regulatory purposes. basemap:USGS National Map:Ortholmagery:Data refreshed October,2020 rn IZ Z 0 u- z E~ to Z 0 ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT /21/22 1 w I a O 309- 64� C 7 � — ' — _ S 8 6 O 34 0 O��� EXISTING SHED N W "- _ DEMOLISHED IN ITS 1 ENTYRETY I / EXISTING `� X _— ❑ W _ - ALL DRAWINGS.SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND _ '" 0 PROPOSED DRIVEWAY SHALL REMAIN THE PROPERTY OF THE ARCHITECT,THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO Z / FOR OTHER PURPOSES IN CONNECTIN TH THE PRO J U) MEETOFFICIAL IS OTTO BE ONSTRUED AS PUBLLI AT ION IN DEROGATION OF THE ARCH TECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W U / / q '""+• ^max " ,. aA,at - I !,� Addition/Alteration H Y,J W O / 9F qq oso,,o„q � / / .. _ _ � Stack l^ nj Reside nce PROP,z STY C ADDITION ❑ —�_ EXISTING GARAGE I ' O 765o Nassau Point Road EXISTING c GAZEf30 DEMOLISHED IN ITS / I Cutchogue, NY 11935� \ / / P ENTIRETY / z rn CENERAL SITE NOTES: RI";i, 5 O1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON I p 1 , ``' '� ARCHITECTURAL O � n APPROVED SITE PLAN. p E S I G N, P L L C I.L 2. ALL SITE WORK SHALL BE PER Soft.ENGINEERStA t z 01 ^, � RECOMMENDATIONS.CONTRACTOR TO COORDINATE PO BOX go,BLUE POINT, NY 11715 BARDARH.COM ` I 14 a IU I rtD '•\J ALL W TEL:(631) 56o-79o8 wbarba@bardarch.com 0 EXISTIN4 IN- 9 to a W !/� 3. STAKE OUT IS TO BE PERFORMED BY A LICENSED � I <J J / GROUND POOL 2 i' SURVEYOR.STAKING AND LAYOUT ARE TO ESTABLISH ALL LINES AND BENCHMARKS.VERIFY ALL 41VEN DATA • / w I C3'� UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS AND DRAWINGS.IN CASE OF DISCREPANCY,RECEIVE DOCUMENT IS A VIOLATION OF NEW YORK STATE GLARIRCGAT10N FROM ARCHITECT PRIOR TO zPROCEEDING. LAW.4. EXCAVATE AND BACKFILL FOR WORK ON DRAWINGS, JOB No. I STOCKPILE ALL EXCAVATED MATERIAL.NEW AND _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - � 'w _ _ < � EXISTING r3AGKFiLL MATERIAL AND TOPSOIL ARE TO BE 2133 - �.O A,�O® — — � T �50'_O" FREE OF WEEDS,TREE ROOTS,ROCKS AND DEBRIS.ALL 0 L — — — — SURPLUS MATERIAL THAT IS UNSUITABLE FOR 13ACKFILL DATE O MATERIAL SHALL BE REMOVED FROM THE SITE. lI s' FRONT YARD SETBACK I o I 1/14/22 to �j�M� S. PROTEGr ALL TREES WITHIN s'-0"OF THE BUILDING. • w + ��' I 6. PROPER APPROVALS MUST BE OBTAINED BEFORE DRAWN BY t, ,, _ — — — — — — ' ;' COVERING AND EXCAVATED WORK. BB 410.00 (0 S890 07 20 W N 7. 13ACKFILL IN LIFTS.(ALL EXCAVATIONS SHALL BE N CARRIED INTO 1E"OF UNDISTURBED SOIL-) Z SCALE '()r 3: AS NOTED S. DO NOT PROVIDE OVER BACKFILLING FOR all OR 1-0" < r f POURED CONCRETE FOUNDATION.CONTRACTOR SHALL VERIFY SITE SPECIFIC SOIL TYPES AND SDIL PRESSURES, AND VERIFY ALLOWABLE FOUNDATION LOADING PRIOR J siTE PLAN CLEARWATER LANE TOBACKFILLING-ALL SHALL BE PER NEW YORKSTATE < DRAWING TITLE DWG No. RESIDENTIAL BUILDINGU)CODE. / ' ` 1 n = 20'-0" 9. STEP FOOTINGS WHERE ELEVATION CHANGES,ONE ° SITE PLAN SITE-� VERTICAL TO TWO HORIZONTAL AS SHOWN ON 0 DRAWINGS OR WHERE ENCOUNTERED SOIL OR FIELD 0 GRADE CONDITIONS REQUIRE CHANGE IN FOOTING LU ELEVATIONS. 0 Z KEYED NOTES: FOR PERMIT ------------ CONSTRUCTION LEGEND I ! _ EXISTING WALL _ DEMOLISHED WALL I ' I , NEW WALL I I I I I I I I I i I I I i I II I I i I, I I I I I I I I I I I I I I I I I ' I I I I I I I ' I I # DOOR TAG j ! I WINDOW TA G O j I SD SMOKE DETECTOR I I I I O j I I II I I I I I I I I I I /I CO CAR60N MONOXIDE j DETECTOR D IN GJ3 v 103 # \! SECTION TAG SHT. 7 I I �IN D KEYNOTE il ] 11 PSON'HDU-s HO z HOLD DOWN Q Q z o ®(0O z104 ®0 O C 7 L. 10M O IILIVING u ROOM 101 I I 102 II II � z II L-j E~ L c7 - - - w z c� z Q 107 as rr I I I I I I I II II I r I I I I I I II II I r I I I I I I I I II II I w - - - ED8 COAT 106 106 u CL. O Q � O N 9 �108 U ° � CL. H v� z O CL. U -- n Existing First Floor Plan ISSUES / REVISIONS E, 1/4" = 1'-011 DESCRIPTION DATE No. w ISSUED FOR BUILDING PERMIT 9/21/22 1 a O w Q z v w Q ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE W PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS Q H >1 A n. Addition/Alteration Stack '* Residence u T �� n ,fin n A l X 765o Nassau Point Road I^i Cutchogue, NY 11935 [3) >1 > - ,B,A CRAWL SPACE . " '} ARCHITECTURAL MECHANIGAL DESIGN, PLLC 001 PO BOX go,BLUE POINT,NY 11715 BARDARH.COM } } TEL:(631) 56o-79o8 wbarba@bardarch.com F7'-77 UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS CRAWL SPACE >1 DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. } �y \ > JOB No. 2133 DATE , y I I II II II II I 11/14/21 DRAWN BYBB k � Ix c� X X SC ALE AS NOTEDF` -7,. ' (isting Basement Floor Plan o 2 1/411 = 1 1-0" w DRAWING TITLE DWG No. U co EXISTING n , o EX-ioo FLOOR PLANS w - 0 KEYED NOTES: FOR PERMIT CONSTRUCTION LEGEND EXISTING WALL DEMOLISHED WALL NEW WALL ® DOOR TAG WINDOW TAG O SD SMOKE DETECTOR CO BAR13ON MONOXIDE DETECTOR SECTfON TAG SHT. KEYNOTE 'SIMPSON'HDU-s HOLD DOWN z Q z 0 u z 0 C z 0 --- - 0 w , � z z is i i EDRM-� 202Lj - --- ------ Ln z ' LOFT BEDRnn z 205 z 0 H V ' E� O204 V -- ISSUES / REVISIONS �-I DESCRIPTION DATE No. w ISSUED FOR BUILDING PERMIT /21/22 1 LIN. a O Q w Q z AT-H w 203 Q ° o ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON _ _ _ LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q n Existing Second Floor Plan Addition/Alteration 1/4" = 1'-0" .o w Stack Residence 765o Nassau Point Road Cutcho ue, NY ll g 935 13-oA )A R-11 h � dip j ` \% ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 DATE 11/14/21 DRAWN BY r`'l c BB �. z SCALEd' AS NOTED tr 0 w DRAWING TITLE DWG No. U EXISTING z EX-loi ° 0 FLOOR PLANS w F- O Z KEYED NOTES: FOR PERMIT f r 2-Second Floor i I - - -------- -Firsto F r T1e� ^. ,.�.� I T �. I # -i I I--1 - I I I------I I vl--;--I I II 1 1--i I ! I I I--i 1 1 �...-.. �- q .�� I-- II I--� I--I I I--1 I 11-�-'.L.-1 1-i1��1--I--f I 1---I 1 I----I I I—'—I I I---'■ itl'77 _�❑____❑--1 I_❑ , 1—III-❑I I !—I I i I 1 I i 1 = IT 1= 1 ❑ = ❑WE3 ❑ I = i �! 111 I-- l _-I -❑ I I I—, 1 i—III 1 �_=—�_i_—❑ III-__�_I I I._ _._,_III.____III.._____-Ill____I I I�==III=�=-=III-=-== --===1 ! i-=-1 I I_=I I �==1 I I==a I I I-•-==I I==�—I I I:_�=-�=1 I I�_ Q Q z 0 P H ❑ East Elevation 0 1 1/4" = 1'-0" U z / Al y ♦ I \ S Q , z \\` 2-Second n r 0 _ 00 — _ , - -- - ec8n 3i4r , , zM i I ISSUES / REVISIONS z _ _.. I � i..:` - I •\ /' •\ •\ IDSSUEDI FOR BUILDING PERMIT 9 z/ 2 PTION DATE No. E" ? I _— __ j. a I ° - -i - - - - - - - - - -- - - _ _ _ - _ - - _ 1-First Floor Floor I_-.`.--- ..._._ i_.._._-._ 1 .._._._-. ""___ __.��.___1 _......._... I_..._._.._ I , , ; ! � --__-_III , I_-__..III----III __-_ 1 I I-_--1 - —I ►— i- - le � I-_ _ __I ? _ 11 I____ I I-_---_! I I=1 I 1=1 11-I I I -1 -=—=_ I —1 I i— I— 11= 1— I== 11= --I I 1 I =1 I —I --i I� I =1 ---III_{ I--I I 1-- I =! 1-I I 1 I 1 I-i 1 1—I I I^_I I I-_'—'I I I_"_: I I ; I 1—f 1 ;"'-I l f— I I--I I I�--I I I i I t—_—I I I—I I I"'.' I I I— 1 1�"I I I—._—I I I�-I I I_.,.._-._; 1 1.._._._.:.; ; ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO �i THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W South Elevation Q 3 - ----- - - - Addition/Alteration North Elevation 1/4" — 1'-0" W Stack x Residence r U 1765o Nassau Point Road ~ Cutchogue, NY 11935 "J , /. x rl, QD ARCHITECTURAL /✓ I I I f 1 I { \ DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM / . 1❑ -- ____ __._ TEL:(631) 56o-7908 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS i DOCUMENT IS A VIOLATION OF NEW YORK _ _ __-__�,.fd• — — --- — — — — — — — -- --- — -- — — _ 2-Second Floor�� STATE r 8 - 8 3/4 L® { I JOB !' • 2133 tI j 11 I I i I I, � I i E // ♦�, ; \♦ /, /. ,\ I l ; ! 1 j j - I 10,s L, DATE �1 ►. eq�, FO 1 1/14/21LJL L jL r�iI t t LU L �� ; E. E : � III I J - - DRAWN BY BB -First Floor z SCALE ,'— I � • ' : �_ � NOTED '�`~r�; Cif - 0 AS w�._ ..__.,._.�.___:_'.>.•-,..-,mot--rt:.,, -r:,.:._._-�--.—-„..- I {{ _III_ � I I I I { . ` - -- - -- _ L__ _❑❑ _ 1 � - ¢ DRAWING TITLE DWG No. —ILI I. } ____-� ;___._ I C __-__, I ,�.__ � I -.-{ I .____-___I �- I _mom ---- I I ,�:��z� I I-,�.�:� ;-_-_-i 1 . I I ,__-! f '_..___-_III III 1 I , I 1 I I I • 11 . �.w: ° __._..• , j.__ „ f_._.__., 1 , , �_I t f_-_, , ,___. -_.__, , ,__ . 1 „____, 1 ,__.__ EXISTING I i l z EX-201 ° ELEVATIONS 0 w West Elevation 0 KEYED NOTES: FOR PERMIT CONSTRUCTION LEGEND ! ! III MSTIN4 WALL DEMOLISHED WALL- NEW WALL I ' DOOR TAG I � I I I i I I i - i i II I li II WfNDOW TA4 � I � � � it I I I I I �I I 11 ❑ I ! I SMOKE DETECTOR II �L ❑ ONOXID DETEGTORE j DINWGBOO co 103 ! i # SECTION TA 4 12' 8., SHT. KEYNOTE I i DOWN U-5 II II HOLD II II III �- =�j II II III t zI - J I I o II - I _ � IIIII I I I I CL. EDRM# „ f 105 o LIVING R07 104 II I I u 101 102 I I = ❑ -� IL - III z II I rr I � I I 0 II o C\1 o ��=�s - - = -- - - - - -J z - - � III A / III z 107 � - -- - _ -- - --- _T T I I r II I - ��._ III,; I I II I I I II II II �'! H II - - ! - - if III RM w COAT 10� II CL. � 9 � II n First Floor Demolition Plan - 0 1/4" = 1'-0° - -- - — — LAIJ— DRY 109 III I I II I .. cL. - � U � rrF __1 I V--DD I � �� III II z III II 0 CL, --- �� -- ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 9/21/22 1 w a. O a r� z w ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON rr LAW COPYRIGHT OR OTHER RESERVED RIGHTS. w Q13'-0 1/4" Addition/Alteration Stack w x - - - - - - - - - - - - - - Residence - - - - - - - - - - - - - - - � I �765o Nassau Point Road Cutchogue, NY 11935 II A R II II DQDCRAWL SPACE ARCHITECTURAL DESIGN, PLLG 001 I I I PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631)560-7908 wbarba@bardarch.com II UNAUTHOR II - Do DOCUMENT IS A VIOLATION ED ALTERATION OF NEW YORK SO IS CRAWL SPACE STATE I I ;;t LAW. C" JOB No. 2133 l-:R'ar.'fy7 �. a DATE 04/0 8/22 i DRAWN BY BB L u - CD SCALE AS NOTED II � . II w n Foundation Demolition Plan _ J I v DRAWING TITLE DWG No. 1/4" = 1'-0" CIO J ~ DEMOLITION z D-100 2'-4 1/2" Z w FLOOR PLANS o III - II - - - - 1 z KEYED NOTES: FOR PERMIT ❑ CONSTRUCTION LEGEND EXISTINC WALL DEMOLISHED WALL NEW WALL ® DOOR TAG WINDOW TAG O SD SMOKE DETECTOR CO GARf3ON MONOXIDE DETECTOR SECTION TAG SHT. # KEYNOTE SIMPSON`14DU-5 ---- ---- -----__ -- HOLD DOWN z z O Ln H z 0 El z - - - - - - - - - - - -- o - —_- H E-I i i I O I z z L ` R i � i 202 ------ — — — — — — — — — — — — — - -Ij -I-I II Ln II w LOFT / i V 201 205 O III O ��/ I \� ____________ AL - - - - - - - - - - - - - -- __ ❑ ISSUES / REVISIONS II II DESCRIPTION DATE No. z I II II \\ LIN. ISSUED FOR BUILDING PERMIT /21/22 i a I I I 11 _ o I I I - -1 ❑ 0 ❑ II I � IL _ a III I I I I I III I II ❑ L-----------L----L III LH II Q II \ ?03 II w ❑ ❑�❑ Second Floor Demolition Plan I ❑�❑ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND 1 11 I I I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO _ I THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z _0 \��/ MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W Q Addition/Alteration W Stack Residence 765o Nassau Point Road Cutchogue, NY 11935 r 11 A ' y . �, ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631)56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 ," . DATEaa�Cr 04/08/22 DRAWN BY z SCALE AS NOTED 0 Lu Q DRAWING TITLE DWG No. U U DEMOLITION z D-ioi 0 0 FLOOR PLANS w 0 Z KEYED NOTES: FOR PERMIT FOUNDATION LEGEND EXfSTIN6 WALL DEMOLISHED WALL NEW WALL =� DOOR TAG SHT. SECTION TAG # KEYNOTE 'SIMPSON'HDU-5 HOLD DOWN FLOOR PLAN KEY 14'- 11" 4'-8" NOTE Ik NOTE TEXT GC TO PROVIDE GALVANIZED STRAPPING MFG'D BY z 1 I. 5IMPSON'STRONG TIE,TYP•(REFER TO SHT.GN-2 FOR MORE INFORMATION) Q HATCHING INDICATES AREA OF EXISTING FOUNDATION TO BE DEMOLISHED AND REPLACED.CONTRACTOR SHALL z q ' O 2 PROVIDE PROPER SHORING AND SRAGNG AS NECESSARY r ` d' TO SUPPORT THE EXISTING STRCUTURE ABOVE. U AREA WELL AND PERMANANT LADDER SHALL BE ° 7 °-a 00 3 CONSTRUCTED IN COMPLIANCE WITH SECTION R320.3.2 s ° - OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 z ° NEWLY CONSTRUCTED P.C.WALLS SHALL BE AFFIXED TO 4 THE EXISTING FOUNDATION WITH 12"REBAR DOWELLS O V ' 1 DRILLED AND EPDXIED @ 12"an.,TYPICAL OF ALL. d°, 5 PROVIDE 100 S.F.MIN,5/8"TYPE'X'4Wf3 ABOVE BOILER L���I4" SLAB ON GRADE CV ° STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION O A ° 6 R312 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 10" 13'-9 1/2" 10" 13'-3" 1 i 4' -0" $" 7 WSTALL'FLOODSAVER'DRAINLESS WASHING MACHINE O - PAN,VERIFY WASHER SIZE PRIOR TO ORDER. E'" a PROVIDE&INSTALL MIN.4"PIA.16 CA.DUCT TO VENT DRYER EXHAUST TO OUTSIDE WALL.FURNISH&INSTALL H A 13ACKPRAFT DAMPER 6 DUCT TERMINATION. 0 O PITCH SHOWER TOWARD CENTER DRAIN.CONTINUOUS W 4 FIBERGLASS PAN TO EXTED UP ADJACENT WALLS 22" PROVIPE PULL 10 R.O.25 1 Y- /2" 6" STAIRS SET TOP OF STAIR FRAME FLUSH TOT OP OF CEILING JOISTS. 'ZZ Q ZINC COATED COPPER WINDOW PAN.GG SHALL PROVIDE Q 11 CONTINUOUS SOLDERED PAN DIRECTLY INTO WINDOW �. 12 PANS AND PITCH AT 1"TO V-0"AWAY FROM WINDOWS. 14 4"P.G.SLAB W/6X6 10/1.0 WWM OVER 60 MIL VAPOR Li12 BARRIER ON 6"COMPACTED RCA. L14 GCSHALLPROVIDE CRAWLSPACE ACCESS TO EXISTING10, 6'-0" 3 1/2" 21'-7" 10" ROOT CELLER. .19 SEWAGE EJECTOR PUMP INSTALLED PER LOCAL,STATE AND FEDERAL BUILDING CODES. U iv 001 ° Ur- s p PASEMENT 00 002 F.J T C" z M oU rT - CO- 1D001 ISSUES / REVISIONS ° 3 /2" 5'- 10 3/4' 6 1/2" 4'-8 1/2" 3'-7 1/2" 10" 5'-8 1/2" 10" DESCRIPTION DATE No. F" O 3 1/2" ISSUED FOR BUILDING PERMIT /21/22 1 z W cM 2 p" <V Q O tz jo CY) 7 EXISTING CRAWL SPACE Q ° o ID EXISTING CELLAR 003 LO \ Q 13 - SLAB ON GRADE ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND D003 SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO CO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z - - \ 4 MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE �' PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON _ LAW COPYRIGHT OR OTHER RESERVED RIGHTS. w �' r A-301 < T Addition/Alteration f 7] - ----- L• ID004 r O d FOUNDATION NOTES: Stack N r,; xEXISTING CRAWL SPACE IR HAIIII d 1. THE MINIMUM NET AREA OF VENTILATION OPENINGS 1S 004 NOT TO BE LESS THAN 1 SF FOR EACH 1.50 SF OF Residence UNDERFLOOR SPACE.EXCEPT WHEN GROUND SURFACE o, _____= —UP--- 4 -______ - --- ° IS TREATED W/A VAPOR RETARDER MATERIAL, '765o Nassau Point Road _ U PROVIDED 1/1500 VENTILATION AREA AND LOCATE TO a, PROMOTE GROSS VENTILATION.REFER TO FOUNDATION Cutchogue, NY 11935 , PLAN FOR LOCATIONS. - U) 2. ALL ANCHOR BOLT SIZE AND SPAC4N6 SHALL BE AS - ' PER WIND LOAD/STRAPPING DE5147N DRAWINGS AND T O SHALL BE INSTALLED IN ACCORDANCE WITH R403.1.6. ° Tir� 7, 3. PROVIDE SMOKE DETECTION,HEAT DETECTION AND lr,, i CARBON MONOXIDE DETECTION PER PLAN LOCATIONS, i I ` , 4 (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO El d COMPLY WITH R313). a 4. WALL AND CEILING FINISHES ARE TO HAVE A FLAME- ARCHITECTURAL da T. • SPREAD CLASSIFICATION NOT GREATER THAN 200 IN DESIGN, P L L C 4 ACCORDANCE WITH R315.1 AND A SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 IN ACCORDANCE WITH R315.2.TESTING AND ALTERNATE TEST METHODS MUST PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM J COMPLY WITH R315.3 AND R325.4 RESPECTIVELY. TEL:(631) 56o-79o8 wbarba@bardarch.com / 5. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING T ROOM SHALL HAVE AT LEAST ONE OPENAII EMER6ENCY ESCAPE&RESCUE OPENING AS PER UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS SECTION P31 OF THE RESIDENTIAL BUILDING CODE OF DOCUMENT IS A VIOLATION OF NEW YORK STATE 2 NYS(LATEST EDITION).EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE: LAW. A-301 1 30" Min. 10'-0" 6'-A61 MAX SILL HEIGHT 44"A.F.F. • NET CLEAR OPENING 5.7 SF. JOB NO. Basement Floor Plan A-301 A-301 6. PROVIDE A MINIMUM 19"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.4 OF THE 2133 RESIDENTIAL BUILDING CODE OF NYS.WHERE MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE, tiO gA 3. BA (r�� PROVIDE ACCESS AS PER SECTION M2305.1.4. DATE 7. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. 1/14/22 ANCHOR NOTES: DRAWN BY 1. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED BB c = =8 WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE C0 lei `��' 2. ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7 0ley�57� INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON- Z SCALE ��Y �F GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS Q AS NOTED WHEN RESISTING LATERAL AND SHEAR LOADS ONLY. 3. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES t� OF CORNERS&EVERY 36"O.G.FOR THE ENTIRE LENGTH W OFTHE WALL. Q DRAWING TITLE DWG No. 4. SILL PLATES OR BOTTOM PLATES SHALL BE PRESSURE U TREATED AND HAVE FULL BEARING ON THE U) FOUNDATION SYSTEM. 0 FOUNDATION S. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM Z H —ZO O SIZE AND SPACINTI G OF ANCHOR BOLTS AND OTHER Q PLAN l 1 FOUNDATION STRAPPING REQUIREMENTS. 0 r W O Z KEYED NOTES: FOR PERMIT CONSTRUCTION LEGEND EXISTING WALL DEMOLISHED WALL NEW WALL ® DOOR TAG WINDOW TAG I O 29'-7" SD SMOKE DETECTOR 14'-7" 15'-0" CARBON MONOXIDE +/-4'-9 3/4" +/ 6' 3 1/2" 7'-4 1/4" 7'-2 3/4" 13'-3 3/4" 2'-9 1/2" 2' 9 1/2" 2'-9 1/2" 3'-3 3/4" DETECTOR W I # a SECTION TAG 3 SHT. 0 0 z 3 # KEYNOTE ,SIMPSON,HDU-5 HOLD DOWN Ca _O z T N FLOOR PLAN KEY r c LO r ------ < I ! �t +- NOTE s NOTE rex-r � I I I I I Ln T O i i i N ! 11 1/4" 13'-7 3/4" 5 1/2" 14'- 1" 5 1/2" GC TO PROVIDE GALVANIZED STRAPPING MFG'D BY 1 SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR U I I LID MORE INFORMATION) ION ! ! - 1 I I HATCHING INDICATES AREA OF EXISTING FOUNDATION TO COVER D PORCH UD R�� N - r 2 BE DEMOLISHED AND REPLACED.CONTRACTOR SHALL OT o 111 CD PROVIDE PROPER SHORING AND BRACWC AS NECESSARY Z TO SUPPORT THE EXISTING STRCUTURE ABOVE. O ! _ AREA WELL AND PERMANANT LADDER SHALL BE 3 CONSTRUCTED IN COMPLIANCE WITH E Tr MP S G ON R31D.3.2 OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 NEWLY CONSTRUCTED P.C.WALLS SHALL BE AFFIXED TO 1 1 4 THE EXISTING FOUNDATION WITH 12"REBAR DOWELL5 Z ( DRILLED AND EPDXIED G 12,,O.G.,TYPICAL OF ALL. ! s N N s PROVIDE 100 S.F.MIN.5/8"TYPE'X'GW3 ABOVE BOILER Z ID1 1 1 x r _ 6 STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION ! +- LID d R311 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 Q (.0 — — — — — — r 7 INSTALL'FLOODSAVER'DRAINLESS WASHING MACHINE (V X PAN,VERIFY WASHER SIZE PRIOR TO ORDER. N li ! I W PROVIDE&INSTALL MIN.4"PIA.16 GA,DUCT TO VENT 8 DRYER EXHAUST TO OUTSIDE WALL.FURNISH&INSTALL I � I ALL Y A BACKDRAFT DAMPER @ DUCT TERMINATION. I n N DRY 4 PITCH SHOWER TOWARD CENTER DRAIN.CONTINUOUS 1 10 F13ERGLASS PAN TO EXTED UP ADJACENT WALLS 1 " ' LS 2 Z I - E, F ILY M I ID110 W t N PROVIDE PULL DOWN STAIRS-BESSLER SPACE SAVER- 114 108 , I 10 R.O.25-1/2"x54"SET TOP OF STAIR FRAME FLUSH TO TOP CD Y I OF CEILING JOISTS. COATED COPPER WINDOW PAN.GC SHALL PROVIDE O N 1 , -- I : i F S 7 � 11 CONTINUOUS SOLDERED PAN DIRECTLY INTO WINDOW ! '— �, � I I .:, - ,. ,.. 1 T-5" 5 1/2 4'-3 5 1/2 O 6' 1 T 5 1/2 I � r PANS AND PITCH AT 1 TO 1-O AWAY FROM WINDOWS. Z O 103 r 12 4"P.G.SLA3 W/6X6 10/10 WWM OVER 60 MIL VAPOR - HALL N _ I CD M BARRIER ON 6"COMPACTED RCA. U r r I 13 GG SHALL PROVIDE CRAWL SPACE ACCESS TO EXISTING -- - Li -4 N „ to ROOT GELLER _ __ _ �AJT / SEWAGE EJECTOR PUMP INSTALLED PER LOGAL,STATEZ - — z O9 - 24 AND FEDERAL BUILDING CODES. O v j I I I R T v I I z I ISSUES / REVISIONS I � 12 I a* ,_,. , i o X ID109 0 _ J DESCRIPTION DATE No. z w i I n ISSUED FOR BUILDING PERMIT /zi/za 1 I N Ij l M r _ _/�-/�`�_ W I o —COAT — T Q ¢ DWIN 3EVCH W/SHELF A VE iv o o f 104 r D 107 o Cn co o! 107 LO LL Ili r Q 12 IVING_ROQ o f n 7'- 10 1/4" 3 1/2" 4'- 1" 3 1/2" o f 9'-7 1/2" 5 1/2" 102 �i zl N v 4 I — -N , CD O ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND c_n T T — _� I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO z I (� '� I I I T THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO Q m I A MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE , `F PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON N I I LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q !! 0D 3'-4 1/2" I 5'- 11" 5 1/2" z A-301 w �t I 3 1/2" - "' Addition/Alteration 'v r BOOKS ID106 6 r --DN _=- 1 Stack (A I STORAGE W SD --- Residence 3 / =_____ - _ - - N 765o Nassau Point Road - - - - -- — -- 1 EB -- SPIGEST _ —1— — —I L 1 _ N _ T OILS �0 I 106 c� M i ANTR 1 JI bo 12 12 (a'-r'ws-x'> F I II LO POTS/PANS F- — - I I I I 300K5 7 2 / I I I CV 7 . A Rz A I L- - - - -I- - J I lT ' y I - - _ I LINE OF WALL ABOVE y DESIGN, PLLC - ! I + PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM T T T = i=106 1 1 N TEL:(631) 56o-79o8 wbarba@bardarch.com � 1 L------t-SHEETS/ \/ BOARDS pW\ UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS �T First Floor Plan - --- -- DOCUMENT IS A VIOLATION OF NEW YORK STATE - - � LAW. A-301 1 1 1 1 1 -301 A-301 JOB No. 2133 DATES CAT; 5'-3 1/4" +/-4'-7 1/4" EQ. 2'-9 1/2" 2'-9 1/2" 2'-9 1/2" EQ. +/-4'-0 1/4" 4'-5 3/4" 6'-0" 2'-5 1/21'-6 3/ 10'-0 1/2" 1/14/22 DRAWN BY BB z SCALE AS NOTED Er 0 w DRAWING TITLE DWG No. U co o iST FLOOR A_101 ° PLAN 0 w 0 z KEYED NOTES: I FOR PERMIT CONSTRUCTION LEGEND EXISTING WALL DEMOLISHED WALL NEW WALL ® DOOR TAC WINDOW TA4 O SD SMOKE DETECTOR 1 CO CARBON MONOXIDE DETECTOR A-301 SHT. SECTION TAC # KEYNOTE 30' -7" 29'-7" 1'-0' SIMPSON'HDU-5 5'- 10 1/4" 2' -9 1/2" 6'-0 1/4" 6'-0 1/4" 2'-9 1/2" 6'- 1 1/1" HOLD DOWN z Q — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - p FLOOR PLAN KEY NOTE# NOTE TEXT �4 V I I GC TO PROVIDE GALVANIZED STRAPPING MFG'D BY O I. 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.CW-2 FOR MORE INFORMATION) HATCPIN4 INDICATES AREA OF EXISTING FOUNDATION TO O I 2 13E DEMOLISHED AND REPLACED.CONTRACTOR SHALL(D PROVIDE PROPER SHORING AND SRAONC AS NECESSARY - TO SUPPORT THE EXISTING STRCUTURE ABOVE. C) r AREA WELL AND PERMANANT LADDER SHALL SE M 3 CONSTRUCTED IN COMPLIANCE WITH SECTION R310.3.2 T' OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 E-' T 1 NEWLY CONSTRUCTED P.C.WALLS SHALL BE AFFIXED TO 4 THE EXISTING FOUNDATION WITH 1.2"RE13AR DOWELLS Wr DRILLED AND EPDXIED @ 12"O.C.,TYPICAL OF ALL. 1 5 PROVIDE 100 S.F.MIN.5/8"TYPE'X'4WI3 ASOVE 1301LER Z CV � - - STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION T X Y T / T LO Lr) LO R311 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 O WINDOW SEAT SHELVES O T WSTALL'FLOODSAVER'DRAINLESS WASHING MACHINE Ca Q ' PAN,VERIFY WASHER SIZE PRIOR TO OROER. _ __ _ _ CmN - PROVIDE&INSTALL MIN.4"DIA.16 GA.DUCT TO VENT— -_W__ — — — — — — — — — — - — — — 5 1/2" 5 1/2" 5'- 11 1/2" 5 1/2" 11'-9 1/2" 5 1/2° M B DRYER EXHAUST TO OUTSIDE WALL.FURNISH&INSTALL LOA SAC-PPAFT DAMPER @ DUCT TERMINATION. PITCH SHOWER TOWARD CENTER GRAIN.CONTINUOUS M 9 FIBERGLASS PAN TO EXTED UP ADJACENT WALLS 12" PROVIDE PULL DOWN STAIRS-BESSLER SPACE SAVER- N - \ 10 R.D.25-1/2"1c64"SET TOP OF STAIR FRAME FLUSH TO TOP ,�- L I J r N OF CEILING JOISTS. 3 O _ ZINC COATED COPPER WINDOW PAN.GC SHALL PROVIDE T CV 1 O 8� 1- W r 11 CONTINUOUS SOLDERED PAN DIRECTLY INTO WINDOW Q I I — 207 ^ COD PANS AND PITCH AT 1"TO 1'-0"AWAY FROM WINDOWS. z I I - v� -' p. \ 4"P.C.SLAB W/6X6 10/10 WWM OVER 60 MIL VAPOR T5D SD 43 3 N N �2 SARRIER ON 6"COMPACTED RCA. r I O n r 2 T CC SHALL PROVIDE CRAWL SPACE ACCESS TO EXISTING a 13 ROOT CELLER. — 2 N \ I N SEWAGE EJECTOR PUMP INSTALLED PER LOCAL,STATE I 14 AND FEDERAL 6UILDIN4 CODES. Z - - - - - - - - - - - -- I M - M M coLO ---- 20 208 LO ISSUES / REVISIONS ❑ I - ❑ ❑ ❑ N 208 DESCRIPTION DATE No. z i r D207 _ ISSUED FOR BUILDING PERMIT /21/22 1 co O I i A 5 1/2" 11'-0" r 5 1/2" 5'- 11 1/2" 5 1/2" 4'- 1 1/2" w 5' -7 1/2" 5 1/2" ID20 I o 31/2" W.I.C16.16— T ,� z I r--- 20 r ID208 ---------' ---------� coO� � r au Q ( 21 OPEN TO `2202 ii C? I r BELOW LOFT l N ------- 2 L, r ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO z ' s0 2'-0 12" 4'- 10 3/4" r " 15'-0 1/4" I THIS PROJECT AND ARE NOTTO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO �] MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE L--4/�T _ I M PROJECT IS NOT TO BE CONSTP.UED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON ~ I A-6®� ' 7+1 LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W ' LLJ OPEN TO X I T BELOW I io Addition/Alteration W I MECH. "� 205 sD ,n co sD -- co DN — — — — — — —� T Stackµ, T-5" 3 1/2" 1D 2d - 1" -- -- 5 1/2" N Residence --- --- r N ID203 ID204 N --- --- N '765o Nassau Point Road — — — — — — — — — — — — — — — — — — — — — — — — — — — I Cl) I M �, Cutchogue, NY11935 I I II 11'- 11 1/2" s0 2'' 1" 10'-3 3/4" 3 1/2"--- --- 9'-7 1/2" ___ ___5 1/2" - 00 3 1/2" I I 31/2 O7 4- r M 3 II in i rn I - I I I Ci ) T 203 aL. 204 iv I A -- PARCHITECTURAL L LINE OF WALL BELOW— — i O I — LO — - --- Lo- c0 DESIGN, P L L C r PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM I I r 2 2 1 °' TEL:(63i)560-79o8 wbarba@bardarch.com I I + UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS L — — — — DOCUMENT IS A VIOLATION OF NEW YORK STATE n Second Floor Plan J L 3 1 " = 1'- A-301 LAW. /4 JOB No. 2 2133 ARC EQ. 2'-9 1/2" EQ. 0-0 1/2" T-6 1/4" 2'-5 1/2" 2'-5 1/2" 2'-5 1/2" 1'- 6 3/4" DATE ?' I. 18'-6 1/4" 6' -6 1/2" 1'-0' 1/14/22 Of 26'-0 3/4" DRAWN BY ,'Y . BBB U) 03sr�^v =e z SCALE ,'®= ��c•1. AS NOTED ° 0 w DRAWING TITLE DWG No. U U ZND FLOOR A_102 ° 0 PLAN w I- 0 z KEYED NOTES: FOR PERMIT ROOF LEGEND - ROOFING VALLEY f BLIND VALLEY FLASHING EDGE OF ROOFING 1 LINE OF WALL BELOW ICE&WATER BARRIER SECTION TAG SHT. ROOF NOTES: 1, ICE AND WATER BARRIER SHALL BE INSTALLED IN EACH VALLEY 24"FROM VALLEY LINE,AND EXTEND FROM A POINT 24"INSIDE THE BUILDING ENVELOPE TO THE EDGE OF ROOF OVERHANG. 2. BLIND VALLEY FLASHING SHALL BE INSTALLED AT BUT I.__.__-_.____--_.___.-- --.-------- ----_-.-.-- .- ------�--..----_-- NOT BE LIMITED TO ALL VALLEYS,DORMERS,AND I- - - - ' CRICKETS. 3. CONTRACTOR SHALL CONSTRUCT CRICKETS OF NOT LESS THAN 1/4"TO 1'PITCH WHEN WATER DAMMING IS POSSIBLE.CONTRACTOR SHALL CONFIRM ALL PLACEMENT WITH ARCHITECT PRIOR TO CONSTRUCTION. I i � ! z GENE A_ROOFNOT C) ! 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE _._...-- ----_--.--...._..__--_-.___-----.-- _--..__-- -- ---- 3.1,3.3A,3.4 AND 3.7 OF THE 2015 EDITION WOOD Z ___--_ ._--.---------_____-____.____ .-_ -_---- _--_ - - - - - - - - - - - - - - -I -j- \ - FRAME CONSTRUCTION MANUAL(WFCM).REFER TO r- - - - - - - - - - - - Q WINDOW LOAD/STRAPPING DESIGN SHEETS WITHIN THIS SET OF Q I 2. FOR ROOF ST SLOPES,ICE PROTECTION THAT CONSISTS OF CG AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 O I BITUMEN SHEET IS TO BE USED AND IS TO EXTEND INCHES(610MM)INSIDE THE EXTERIOR WALL LINE OF ----------- ---l- -�- -,-- - - - - _ - _ - �-- _ - - - - _ - - - - - - - THE BUILDING IN ACCORDANCE WITH Rv05.2.7.1. - -_.__ - _-- __- _ _- III r _ _ _ _ _ __ _ _ _ _ _ _ - - - _ _ _ - 3. ROOF COVERING MATERIALS IS TO COMPLY WITH I i I I SECTIONS R902,R404,R905 AND IS TO SUBMIT a O I W I I O I W I INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE I w TO BE INSTALLED IN ACCORDANCE WITH R903.4 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH R9O5.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO ------ --_ .----....-.---_---.__ -.__-_-- ----_.-.----__-- COMPLY WITH R9O5.2.4 AND R405.2.5 RESPEGTNELY. 5. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M1S01 o I I I Zj I I THROUGH M1804 AND CHAPTER 24. 6. 40S14ALL INSTALL ROOF DRAINS OVER INTERIOR WALL TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT Q I I I HIGHEST FLOOR WHERE UNACHIEVABLE CONTRACTOR SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION G� I 00 I TO LIMIT FREEZING/CRACKING OF ELBOWS. L FLAT OOFS - - - - - - - - - - - - - - - I � - - - - - - - - - - - - - - - - - - 7. ALR DRAINED ALL HAVE A TOWARD ROOFIMUM PITC44 DRAINS AND OR/4" - � PER FOOT I - SCUPPERS. I _9 I W �D u I I r I oLn u - - - - - - - - - - � I -- - - - - - - - _ _ _ _ _ _ _ _ z _ _ _ _ u I El � DESCRIPTION DATE No. I I , ISSUES / REVISIONS / \ J EXISTING / � � � � � ` � � r ISSUED FOR BUILDING PERMIT 9/21/22 1 Cn I Q I w z w Q I a EXISTING 8„ 8 /1 -0,. ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHTECTARE AND z \ I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PRO Z JECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO 4 MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE I PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON W I I ! I ( LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q I A-301 I LU _ _ I I Addition/Alteration Stack v I FLAT ROOF `n I PITCH 1/8" PER FOOT I / \ I I Residence I a. 765o Nassau Point Road w I I I Cutchogue, NY 11935 I CI) 9 \ r A I ARCHITECTURAL I- - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - DESIGN, PLLC EXISTING PO BOX 9o,BLUE POINT,NY n715 BARDARH.COM � EXISTING EXISTING —No- — � I i TEL: 6 60- 08 wbarba@bardarch.com .— — — — � � 3 )5 79 @ ch.com I I UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. 2 1 3 A-301 A-301 A-301 JOB No. Roof Plan A\ � � ,�`N 1 1/4" _ ��_��� 2133 �,��,Ao�Rc DATE A 6. �l-1 �A 4r 05/27/22 DRAWN BY > t BB zSCALE -� e_• �,.J i , Q AS NOTED CC 0 w DRAWING TITLE DWG No. 0 CID ROOF PLAN A-103 0 0 w 0 H- z KEYED NOTES: FOR PERMIT GENERAL ELEVATION NOTES; 1 3 1. ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN COMPLIANCE WITH SECTION R405 OF THE RESIDENTIAL A-301 A-301 BUILDING CODE OF NYS. 2. WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. 3. MOISTURE VAPOR RETARDERS ARE TO SE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDIN4 THERMAL - - RIDGE 1� ENVELOPE,IN ACCORDANCE WITH SECTION R318. Q 4. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS ' INSTALLATION ARE TO COMPLY WITH R703.2. _ S. FLASHING MATERIALS ARE TO BE COP RROSION- , �- RESISTANTAND ARE TO BE INSTALLED IN L _1S-._T 1, p„ 0" ACCORDANCE WITH R703.8,R903.2 AND R905.2.8. 6 7/8„ O GENERAL ROOF NOTES: B 7I8" 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1,3.3A,3.4 AND 3.7 OF THE 201.5 EDITION WOOD FRAME CONSTRUCTION MANUAL(WFCM).REFER TO WINDOW LOAD/STRAPPING DESIGN SHEETS WITHIN THIS —r SET OF DRAWfNGS. 2. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT DEMENTED L. \ TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED BITUMEN SHEET IS TO BE USED AND IS TO EXTEND '-- ! _-� �__ _ FROM THE EAVE'S EDGE TO A POINT AT LEAST 2 ❑� 4 INCHES(VINe7 I INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE WITH R405.2.7.1. -• I `:� 3� =`I,31'- � 13 12 3. ROOF COVERING MATERIALS IS TO COMPLY WITH � SECTIONS R902,R904,R405 AND IS TO SUBMIT / --� - - - INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WITH R403.4 4 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH R9O5.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO - -- - 3- - -- - - -- COMPLY WITH R405.2.4 AND R905.2.5 RESPECTIVELY. \� II !I ' ! ^i) s• CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M2801 Z _ ❑ - THROUGH M1804 AND CHAPTER 24. 6• GC SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL - _._._. _ .- _.__.__.._----.-,_._ _,_,) TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT �, ,� 2-Second Floor_ _ _ � 2 _ _ _ _ 8' - 8 3/4" HIGHEST FLOOR WHERE UNACHIEVABLE CONTRACTOR z ^' '- � SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION �� j € —� ' TO LIMIT FREEZING/CRACKING OF ELBOWS. _—r - W-�—� -- ❑1 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT 1 Ll ` I 10 PER FOOT,DRAINED TOWARD ROOFIDRAINS AND/OR/4 \ - SCUPPERS. E 1 I � I ! ELEVATION KEY \ —__ 1 i - - - - r- t NOTE+rE NOTE TEXT z I L O -• $ *❑ �_I 1 GAP.REFER TO DETAILS FOR MOREORMATION.IL -I- WINDOW SHAKER PANEL WALL PAINTED TO MATCH .Y- .._ _ S- yy 2 WN OW'ANTIQUE BRONZE. _-_ — — --- --------- n _ mm- — - - - - _ r --._,_ .___._ _._::_=:. �- 1-First FloorBORAL CLAP BOARD SIDING WITH 8"EXPOSURE.COLOR: FO — _ Qrr \® 3 CREME-TBD - --- - W - - `_z'_'-zz'a, 7 T :Ja -- MARVIN ELEVATE WINDOWS.COLOR:ANTIQUE BRONZE. Z - -- REFER TO A-601 FOR SIZES AND FUNCTION. _._ - j -- - CONCEALED F HIN AT ALL ROOF ALL TRANSITIONS, - I s /W RANS LAS 4 z . VALLEYS AND CRICKETS 30 YR.GAF SLATELINE ASPHALT LUXURY SHINGLE ROOF CTURER RECOMMENDATIONS,.., INSTALLED PER MANUFA COLOR:ENGLISH GRAY East Elevation 3 COAT(BROWN,SCRATCH&FINISH)STUCCO VENEER ON LiU 1/4" = V-O" 7 METAL LATHE WITH 1X BORAL DECORATIVE HALF TIMBERS. BORAL CLAD WINDOW BOX WITH DRAINAGE PLUGS SET zs ON FYPON BRACKETS.COLOR:ANTIQUE BRONZE v ZINCE COATED COPPER FIRE GAP SHROUD. 10 FYPON BRACKETS PAINTED ANTIQUE BRONZE V 11 BLUE STONE PAVERS SET ON 1"MUD BASE, QALL FASCIA,SOFFIT,FRIEZE,WINDOW AND DOOR TRIM z 12 SHALL BE CONSTRUCTED USING'BORAL'PAINTED O 4 ANTIQUE BRONZE P AREA WELL AND PERMANANT LADDER SHALL BE V A-301 y3 CONSTRUCTED IN COMPLIANCE WITH SECTION R310.3.2 OF THE RESDIENTIAL SUILDING CODE OF NYS 2020 14 CEDAR DECKINC,TO MATCH EXISTING.GC SHALL REPAIR z AND REPLACE AS NECESSARY. ISSUES / REVISIONS V ❑ _ _ _ _ ____ .__.. _. _. .___ ._ ..-. _ _ _ _ _ _ _RIDGE DESCRIPTION DATE No. Z 1'-0' 1'' 1'-0" 2! - 1" ISSUED FOR BUILDING PERMIT 9/21/22 1 w rs. z 6 %'` ❑ ❑ y _ _ �❑ SHALL REMAIN THE PROPERTY O AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND ALL DRAWINGS,SPECIFICATIONS PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE - y 3 - '.!� \\\ LAW COPVR AL REGULATORY LA NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTIONS _ '! TOFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE - I PROJECT S N E CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON / \ \ OTHER RESERVED RIGHTS. u -- -. _ - - - ._-'t- -----.• - _ _ Addition/Alteration -1.o - p - - p - o -` - ,'- Stack f — __ \ �1 7 1 \ . f ff - ` / \\ Residence 4 V _. . yr' ❑� — -- u '765o Nassau Point Road yo Cutchogue, NY 11935 ! ' !! E _ _ _ 2-Second Floor r13 13 — =-14 \ —{ B- AR " --,-- - -- - - I _-- w� " - ARCHITECTURAL DESIGN, PLLC 01 PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM k......._. T S , i { j 3 TEL:(631) 560-7908 wbarba@bardarch.com 1 : A-401 1-First Floor UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS - , _ � DOCUMENT IS A VIOLATION OF NEW YORK STATE 1 ! i_�.-..�..-_�.. 13 0 n LAW. JOB No. 2 North Elevation `�� ae.� J. 8,1 , A rr r rr DATE �G^ r` 't� +� 1/4 = 1 -0 , 1/14/22 BY DRAWN BB �-` ` ' S 0 t ` cA z SCALE •� .°,� ' Q AS NOTED a w DRAWING TITLE DWG No. FT 0 co 11 EXTERIOR z A-201 0 0 ELEVATIONS w 0 z KEYED NOTES: FOR PERMIT CENFRAL ELEVATION NOTES* 1. ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN COMPLIANCE WITH SECTION R905 OF THE RESIDENTIAL BUILDING CODE OF NYS. 3 j 2. WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE A-301 A-301 703.4. 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDING THERMAL- ENVELOPE,IN ACCORDANCE WITH SECTION R318. 4. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. R I DG E _`� S. FLASHING MATERIALS ARE TO BE CORROSION- - — — 25' - 1" \l� RESISTANT AND ARE TO BE INSTALLED IN Y ACCORDANCE WITH R703.8,R903.2 AND R9OS.2.8. O GENERAL ROOF NOTES: - t 6 ` 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE r 2 3.1,3.3A,3.4 AND 3.7 OF THE 2015 EDITION WOOD A 301 FRAME CONSTRUCTION MANUAL(WFCM).REFER TO WINDOW LOAP/STRAPPING PESIGN SHEETS WITHIN THIS 2. RSLO S, T SET OF D ING FOR ROOF PE ICE PROTECTION THAT CONSISTS OF (' AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED BITUMEN SHEET IS TO BE USED AND IS TO EXTEND 00 9 FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES(610MM)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE WITH R905.2.7.1. 3. ROOF COVERING MATERIALS IS TO COMPLY WITH fE `=?'- I �• - -=f - SECTIONS R402,R404,R905AND IS TO SUBMIT INFORMATION DATA AND DETAILS ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WITH R903 4 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH f R9os.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO --- — - '- COMPLY WITH R405.2.4 AND R905.2.5 RESPECTIVELY. I' 5. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M1801 Z THROUGH M2804 AND CHAPTER 24. 6. CC,SHALL-INSTALL ROOF DRAINS OVER INTERIOR WALL TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT Q HIGHEST FLOOR.WHERE UNACHIEVABLE CONTRACTOR O _. _ SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION TO LIMIT FREEZING/CRACKING OF ELBOWS. C~ — —i — — —�— — — — — — — _ �� _ _ _ — — — _ 2-Second Floor 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT 1/4" 7 - - ' m_:._ .. -_. _r — — — — — 8' - 8 3/4" PER FOOT,DRAINED TOWARD ROOF DRAINS AND/OR 22 i SCUPPERS. _ 0 u F NOTE# NOTE TEXT Ci - _ i! 0 10 0 - I IZ RUNNING BOND BRICK W/SOLDIER COARSE AND SILL 0 it` _..I I i gI i I 112 ( I�I ! GAP.REFER TO DETAILS FOR MORE INFORMATION. 4 BORAL SHAKER PANEL WALL PAINTED TO MATCH I I k_ 12 \ \ r r WINDOW'ANTIQUE BRONZE'. E, _ --- O BORAL GLAD BOARD SIDING WITH 8"EXPOSURE.COLOR: CREME-TBD (ya 4 MARVIN ELEVATE WINDOWS.COLOR:ANTIQUE BRONZE. z — — _ — _ _ _ _ _ _ _ _ _ _ — _ _ _ _ 1-First Floor REFER TO A-601 FOR SIZES AND FUNCTION. ___ ___ Vr 13 - - - -- - - .. -- __._-- --_-,--.-,...,_�,_,_.,.,-_______�._ .,.--.,..,.__�--._._,_._---_.._--------_-.-- ---- ----_-- -- - ._._.__-___-__..__� I ____-----.--.-.---_. ., On CONCEALEPFLASHINGAT ALL ROOF/WALL TRANSITIONS, -_ _- -' VALLEYS AND CRICKETS Q - -� 6 MANUFACTURER RECOMMENDATIONS. " - 30 YR GAF SLATEUNE ASPHALT LUXURY SHINGLE ROOF _ INSTALLED PER MANUFA-.-- COLOR:ENGLISH GRAY I 3 COAT(BROWN,SCRATCH&FINISH)STUCCO VENEER ON I - i 7 METAL LATHE WITH IX SORAL DECORATIVE HALF - . _.. I , I TIMBERS 8 SORAL CLAD WINDOW BOX WITH DRAINAGE PLUGS SET N ON FYPON BRACKETS.COLOR:ANTIQUE BRONZE z 1 W st Elevation 9 ZlNGE COATED COPPER FIRE CAP SHROUD. w 10 FYPON BRACKETS PAINTED ANTIQUE BRONZE 1/ " = 1'-0" BLUE STONE SET'ON ill MUD BASE. 0 12 ALL FASCIA,SOFFIT�FRIEZE,WINDOW AND DOOR TRIM Q 12 SHALL BE CONSTRUCTED USING'BORAL'PAINTED O ANTIQUE BRONZE AREA WELL AND PERMANANT LADDER SHALL BE UCTE:P IN MPLIANCE'WITH SECTION C� 4 13 OF THERR SDIENTI�BUILD NG CODE OF NYS 202o0 3 2 Z A-301 14 AND REPLACE AS NECESSARY. CEDAR DECKING TO MATCH EXISTING.GG SHALL REPAIR 0 `� ISSUES / REVISIONS DESCRIPTION DATE No. z ISSUED FOR BUILDING PERMIT 9/21/22 1 w — - - - - - -RIDGE V-0" 1'-0° 9 25' - 1 0 � � . wj'_j" r rr Z Ln r - -' 8rr i :i ¢ I I .: ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND "f },1'� -.J.,-_ --� SHALL REMAIN THE PROPERTY OF THE ARCHITECT,THEY ARE TO BE USED ONLY WITH RESPECT TO z THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO F� t _ r —.i._.._ ME :ET AL REGULATORY UIREMENTS OR FOR OTHER PURPOSES IN ONWTH THE -.. "` \ •�. .-- PROJECT IS INOT TO BE CONSTRUOED AS PUBLICATION IN DEROGATION OF THE ARCHITEICTS COMMON � LAW COPYRIGHT OR OTHER RESERVED RIGHTS. V F jl' - - - It,��� Add' ion/Alteration _ ' Stack Residence r ❑ 7 / �765o Nassau Point Road Cutchogue, NY 11935 2-Second Floor 8 3/ A RZ� �D A QD - - — -- - - - - - -- { DESIGN, PLLC f PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM 110 r \ \ \ J (631) 560-'79o8 wbarba@bardarch.com , I f; r UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE -First.- ff Floor JOB No. - - - -- - — - -- — 2133 s Lj ATE \ - C 1/14/22 �. South Elevation DRAWN BY `} 2 BB �F 1/4" = 1'-0" ' Z SCALE CjF AS NOTED �;� , 0 w DRAWING TITLE DWG No. U 0 EXTERIOR 0 A-202 ELEVATIONS w F_ 0 Z 4 KEYED NOTES: A-301 ROOF/ATTIC OPEN JOISTS R-49 FOR PERMIT CEILING WITHOUTATTIG R-30(5005F OR 20%) FLOORS @ UNCONDITIONED R-30 EXTERIOR WALLS R-20 BASEMENT/CRAWL(INT.APPLIED) R-15 WALL(R-19 7 CAVITY) SLAB,2FT BELOW GRADE R-10 SECTION KEY RIDGE NEW WINDOWS INSULATED GLASS 25 _ 1ff TYPICAL 1 Orr INSUI enoa APP AnoN c.oN tst.ANPREctobob° NOTE NOTE TEXT 100 S.F.MIN.5/8"TYPE'X'GWB ABOVE BOILER ROOF/ATTIC OPEN JOIST!;:FULL DEPTH BAIT'INSULATION 1 PROVIDE 1'-0" 1 GGTO PROVIDE GALVANIZED STRAPPING MFG'D BY CEILING WITHOUT ATTI FULL DEPTH BATT INSULATION,R-30 2 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR MORE INFORMATION) ALLOWED FOR 500 SF OR 20%,WHICHEVER IS LESS WHEN THERE IS a NOT SUFFIGENT SPACE TO MEET R-49(CATHEDRAL,DORMER, 3 SOLID BLOCKING UNDER ALL WALLS PERPENDICULAR TO ETC. FRAMING MEMBERS AND NO MORE THAN 81-0"O.G. CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, �� 1 `❑1���"�i��l��\"' FLOORS ADJACENT TO UNCONDITIONED SPACES,SINGLE PASS 4 VALLEYS AND CRICKETS. 211 SPRAY APPLIED CLOSED CELL FOLLOWED SY FULL 5 GG SHALL PROVIDE GALVANIZED JOIST HANGERS AT ALL DEPTH SPRAY APPLIED OPEN CELL OR BATr INSULATION. LOCATIONS OF FLUSH FRAME GIRDERS,U.O.N. 4"P.G.SLAB W/(X6 10/1.0 WWM OVER 60 MIL VAPOR EXTERIOR 2X4 WALLS,FULL DEPTH BATT INSULATION 1BARRIER ON 6"COMPACTED RCA. T \ 7 CONTINUOUS RIDGE VENT,TYPICAL OF ALL RIDGES O EXTERIOR 2X6 WALLS:FULL DEPTH BAIT INSULATION 8 Z.G.G.ROOFING SOLDIERED CONTINUOUSLY INTO WINDOW PANS. INTERIOR WALLS,3"SAFE'N'SOUNv STONE WOOL FIRE AND EXISTING STRUCTURE TO REMAIN.GG SHALL PROVIDE f SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. PROPER SHORING AND BRACING AS REQUIRED TO S III i 9 MAINTAIN EXISTING STRUCTURES DURING DEMOLITION INTERIOR FLOORS*6"SAFE'N'SOUND STONE WOOL FIRE AND AND REPAIR. 1 O Z-5 I SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. 3-COAT STUCCO SOFFITS OVER GALVANIZED METAL 11 LATHE OVER VAPOR BARRIER ON 5/8"COX PLYWOOD ' ® , EXTERIOR BASEMENT/CRAWL SPACE WA �3"RIGID INSULATION SHEATHING• ASTER BEDRM CL. LIN. HALL ;? BATH#2 Do z 'T- ! (O y FULL LENGTH OF WALL HONED BLUE STONE PATIO/STAIRS SET ON 1"MUD SET i1 12 OVER 4"P.G.SLAB ON 6"COMPACTED RCA.SLABS SHALL 4 ; UNDER BASEMENT AB IN HABITABLE SPACES OR HEATED BE PAUNCHED,DOWELED AND EPDXIED TO FOUNDATION 2 3 3 II fi r a j GARAGE AREA'S APPLIED 2"R1GID INSULATION UNDER ENTIRE @ 12"O.G,TYPICAL OF ALL STONE PATIO/STAIRS. \ ' T SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS PROVIDE JOISTS UNDER ALL PARALLEL WALLS - li i _ 2-Second Floor _ ,N _ n r TO TOP OF FOOTING. 13. ABOVE.WALLS PERPENDICULAR TO FRAMING MEMBERS 2 Seco d Floo v r 8' - 8 3/4" /4rr AND NO MORE THAN s' O O.G._ --_ -- v - 83-_- - -.� • E E e INSULATION NOTES: ALL CONDITIONED FLOORS OVER OUTSIDE SPACE SHALL - 1. FILL ALL VOIDS OF INSULATION ZONE,TYP. 14 BE FILLED 2 SEE SPECIFICATIONS FOR SPEGAL CONDITIONS. 50LIP WITH CLOSED CELL SPRAY INSULATION COMPLETED IN 3"LIFTS TO AL R LOW FOP,PROPER OFF WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES, f'^ 15 2X61GT.@ 16"O.G.,TYPICAL AT ALL ATTIC SPACES __.:,yi-,__,. _-y_...�j INCREASE DEPTH OF CLOSED CELL INSULATION. Z ! - j ,I - - -1 J 4. THIS INFORMATION MEETS CODE FOR 202o NEW YORK 16 STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION STATE RESIDENTIAL BUILDING CODE. R311 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 r t- 17 3-COAT STUCCO VENEER PARAPET WALL FAMILY RM FOYER BEDRM#1 PANTRVv ! O '� l I oo CID M 17 I 11 rl i I - 01 { CENFRAL SECTION NOTESe I 1. ALL DIMENSIONS NOTED ON SECTIONS ARE FRAMING I i -3 i i i 9 9 DIMENSIONS.CONTRACTOR TO COORDINATE FOR ALL j y ( ALIGHT Z 12 - - ALIGN 1 FINISH MATERIAL OPTIONS. — 4,r- -First Floor 1-First Floor 2. WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMU, -1� I�- -, - -- - +.�,1,!1, ^y,'�r�+'y`•'y' ,�',^'n; 1y'1', :`.y. Y,,Y , 1 n — � — --f.� _.__ _1' 0 1/4''T -1'-0 1/4" 0 r011 R70.34.M THICKNESS ARE TO COMPLY WITH TABLE 4 ° 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED — (` °,e - l i ON THE WARM-IN-WINTER SIDE,OF THE INSULATION IN I EXIST.CRAWL ( �� - -" / ALL FRAMED WALLS,FLOORS AND ROOF/CEILING - i-- COMPRISING ELEMENTS OF THE BUILDING THERMAL 0 .. 4 ENVELOPE,IN ACCORDANCE WITH SECTION R318. .. -. - ---.- --__- I -- I ❑❑ ; - - - -I- - ! _- -- STRUCTURAL MEMBERS ARE NOT TO BE CUT,BORED O - --- - - - - - - - - _ OR NOTCHED IN EXCESS OF THE LIMITATIONS SPEGFIED j I � � I Q I '', °a 1 ' I I I 9` -_-' - -- - - IN FIGURE R502.8.CUTS NOTCHES AND HOLES GORED IN C7 --- ! ! a, MECHANICAL -T S ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED w - - - - - - - . f. 2 _-- _ IDOO1 - - -- - - -- -- - - ------, -- EO-EXIStIn i UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE IN -- - - _ _ ❑� - - g I EO-Existing - I ° ❑ _ ACC.ORDANCE WITH R502.8.2 AND AS PER ENGINEERED T Sim - - - - - - _ Basement - - _Basement z - _ r -- '� - + . r % — WOOD PRODUCTS MANUFACTURER RECOMMENDAI IONS. ❑ -- _ - -7 6 1/4 - ❑- '7r 4" STUD DRILLING AND NOTCHING ARE ALSO TO COMPLY Q III _ 12 L._.�._�.� I - I - - 6 1/ 6 i I - j - --- --- -- --- - --- -- - - - -- - - -" - --- - __ _.._ ------ -I; WITH R602.6. A -- I -.- --- -- _..._ _.".-_. S. PIPING PENETRATION THROUGH FIRE-RESISTANCE A 402 I r I +I - :---Prop._ __Basement RATED WALLS OR FLOOR ASSEMBLIES ARE TO BE > _ _.. _ - - -9' - 10 3/41r 2 -W Section @ PantryCOMPLY WITH R317.3. —. - - � - a --- 6. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS rr^ z-ramp E - -- _ - INSTALLATION ARE TO COMPLY WITH R703.2. ' ❑ ; 7. FLASHING MATERIALS ARE TO BE CORROSION- RESISTANT- r r rr RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.8,R903.2,AND R905.2.8. S. ALL LUMBER IN CONTACT W.CONCRETE SHALL BE i U --- - fl 4 PRESSURE TREATED. CONTRACTOR SHALL PROVIDE PROPER SHORING AND Q BRACING AS NECESSARY. O - 10. PROTECTION OF EXf TI U S NG SURFACES TO REMAIN E: W Section F M N ARE U �I/4rr = 1 r_prr @ Family ly Rm 4 1 1 3 THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 11. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE -30 A 401 A-301 A-301 Ix NOTES. H z 0 U 7 7 ISSUES / REVISIONS _ - RIDGE- RIDGE DESCRIPTION DATE No. a 1'- Li 1'-0" 25 - 1 - _-- T �: T"- --- 25' _ 1" ISSUED FOR BUILDING PERMIT 9/21/22 1 0 �e� ; `� ,= a ATTIC ;� :� 2 --- ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND zrr��.. LLL[[[..��� ./ '. SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO O r � THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 5 - ALIGN o - ! Addition/Alteration r 4n, o - r w - RIDGE Stack - - - r rr MASTER BEDRM CL. LIN. HALL o �' 22 - 0 cUi, -... ----- ------- W.I.C. T --- -- - - -- - ID206 ID208 Residence BEDRM #3 ° O 00 '765o Nassau Point Road 13. l�' � ��/',.•>�'� Cutchogue, NY 11935 - - - ALIGN t I . I - �. _-� - --- N _ 2-Second_ r - - Floor 2 Second Floor 8' - 8 3/4rr N - 8' - 8 3/4" xl� �- 1i --- ALIGN r` 13 =�13�= d I --_ �.. i ARCHITECTURAL DESIGN, PLLC { \ T_ BATH #1 r LAUNDRY MUD RM PO BOX o BLUE POINT NY 11715 BARDARH.COM!�1 D109 ° ° ID110 D107 ID108 I 1 ,1 , { 9 r VIC DINING RM ° ° FOYER ° ?�T-z. z❑` - 12 ' Sim < ! TEL:(631) 560-7908 wbarba@bardarch.com r, — - 3r, _ 122-SecondFloor L� 1 -2h j A-402 rr T I I ALIGN -- / 10 - 1 3/4 UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS - - ___-- - - v_ _ _ _ ____ __ _ _ _ __ _ - - off - - _ - MENT IS A VIOLATION OF NEW YORK STATE 1 Irst Floor - i � 4" 1 First Floor Docu 1'-0 1/4 - - '-0 1/4" - 2 2rr O —- — -- -1 -0 1/4" 1 4" _ -' -------- - 1 JOB o z - 5 T ----- -- ❑ E ST. CRAWL - --- - 2133 : < 113 ' co -- - - --- { DATE �4 ' I - � _ � I - - TE - I ACCESSWAY PWDR o HALL t� -- ---- - - ---' U it R- - I ! - _...! ---I - ❑_- I- a Ii T Zn BASEMENT 05/27/22 =' rr� rr eta - ! o EO Exlstin art: ALIGN EO-Existing R l : I O ° g 1 : -- - --- , I # __._ _ _ ng DRAWN i. I '! D N BY � ! ___�_ ❑-_ I�_Ili_ - rt— ;-i - - - - _ - a _ Basement _ �► -' - - :f Basement BB — — —� — — — — a_ : o - - — - } -7 6 1/4 --- - - - I I- -- i ----I i ----� I• I - I , ,�rr �� 1-Firs F --- I- _-pI -- — - - a SCALE �yq a��01 - , - �-- - AS NOTED C'� �`.` e _ �-❑❑ ;_ - _ _ Pro Basement - _ ! - r -- I 0 I -- - - �--�!_ - - .�-� !❑ - _ _ I Prop Basement iI ._" - ^'rr"-r.•*-•rrrrT" S._'- _.- --- --- - _�sT'_>"TS�""T=i`S .' 'i�+-T _ _ " — ' -- --- --- - - ---- -- - -+-i i — ! I I -• j - - t - - - n" --- _�� 9 10 3/4 -- - - : — I - r- I I � � I : I I I I I -I ! -.-. ' is -!- Imo-: - -- -! — — — �, ---- I---i ----! ! i ----I . ----I I �- t .---I ! --- - � - -- _ - - -T— -;- - - - ---�--�- DRAWING TITLE DWG No. i ! ! I I 0-Founda tion- -- - - ! -- -- ! -- I - - --- 1- - ❑ - ❑ ❑� I " rr I 3 0 I: I I I I i , - -I -rI 1I I , ! , � ' , . I : BUILDING Z A Sec aster Bedrm SECTIONS Ol N-S Stion Foe 1,14r = 1 1/4" = 1'-0" o Z . KEYED NOTES: FOR PERMIT CLOSED CELL SPRAY FOAM 11-01. INSULATION.COMPLETE IN 3"LIFTS / TO ALLOW FOR OFF 4ASNG• (R-49 REQUIRED AT ALL ROOFS) H2A HURRICANE STRAPS AS MF0D BY -y� - �' --- -- INSULATION R-VALUES: 'SIMPSON',EACH RAFTER TYP. C° ROOF/ATTIC OPEN JOISTS R 49 CEILING WITHOUT Al-TIC, R-30(5OOSF OR 20%) O FLOORS @ UNCONDITIONED R-30 30 YR.GAF SLATELNE ASPHALT Y }� EXTERIOR WALLS R-20 LUXURY SHINGLE ROOF INSTALLED PER r 1ASEMENT/CRAWL(INT.APPLIED) R-15 WALL(R-19 MANUFACTURER RECOMMENDATIONS. CAVITY) DOLOR:EN4LISH GRAY SLAB,2FT BELOW GRADE R-10 I I NEW WINDOWS INSULATED GLASS E IN -AT10N APPLICATIONS(LONG ISLAND REGIOho,; 30 YR GAF SLATELINE ASPHALT TYPICAL��'- � LUXURY SHINGLE ROOF INSTALLED PER MANUFACTURER RECOMMENDATIONS. ROOF/ATTIC,OPEN JOISTS:FULL DEPTH BAIT INSULATION COLOR:ENGLISH GRAY WITHOUT ATTIC,FULL DEPTH BATT INSULATION,R-30 RIDGE (•' _ ALLOWED FOR 500 SF OR 20 ,WHICHEVER 15 LESS WHEN THERE 15 25' 1��© ' ! NOT SUFFICIENT SPADE TO MEET R-4R(CATHEDRAL,DORMER, CLOSED CELL SPRAY FOAM it'i I.I,I' ETC.) 4"PAINT GRADE CROWN AS SELECTED INSULATION.COMPLETE IN 3"LIFTS LL GALVANIZED DRIP EDGE j: BY OWNER F OO AD IACENT TO NCONDI'rtON D SPACES:SINGLE PASS TO ALLOW FOR OFF CASING. (1-1/2"-2')SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL (R-49 REQUIRED AT ALL ROOFS) — — — — DEPTH SPRAY APPLIED OPEN CELL OR BATT INSULATION. WINDOW HEADER-2EFER TO H2A HURRICANE STRAPS AS MF4'D BY STRUCTURAL DRAWINGS FOR SIZES EXTERIOR 2X4 WALLS:FULL DEPTH BATT INSULATION SIMPSON',EACH RAFTER TYP. r` l i - i I EXTERIOR 2X6 WALLS:FULL DEPTH BATT INSULATION ! / INTERIOR WALLS:3"SAFE'N'SOUND STONE WOOL FIRE AND REFER TO STRUCTURAL BORAL FASCIA BOARDS AND TRIM MARVIN'ELEVATE'1n'INDOWS SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. �— DRAWINGS FOR RAFTER SIZING 3/4"CDX PLYWOOD SHEATHING ( 1 1 AND ORIENTATION 1 '3" COLOR:ANTIQUE BRONZE ° INTERIOR FLOORS:6"SAFEWSOUND STONE WOOL FIRE AND I 1 SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,(NC. I � EXTERIOR BASEMENT/CRAWL SPACE WALLS,3"R141D INSULATION FULL LENGTH OF WALL HENRY BLUE SKIN ROOFING _ MEMBRANE W/'ICE AND WATER I _�--t UNDER BASEMENT SLAB:IN HABITABLE SPACES OR HEATED SHEILD AT ALL OVERHANGS,TO GARAGE AREA'S APPLIED 2"Rf41D INSULATION UNDER ENTIRE z EXTEND 24"INSIDE BUILDING SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS ENVELOPE-REFER TO ROOF PLAN I WINDOW FLASHING - TO TOP OF FOOTING. GENERAL INSULATION NOTES: •r / �� 1•. 1. FILL ALL VOIDS OF INSULATION ZONE,TYP. Oz f � 2. SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. ( �r MDF MULL -PROFILE T.B.D. 3. WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES, s 4. THIS INFORMATION MEETS CODE FOR 2020 NEW YORK V ]-X BORAL TRIM INCREASE DEPTH OF CLOSED CELL INSULATION. 3 GOAT(BROWN,SCRATCH& (;�' \ :} �. FINISH)STUCCO VENEER ON METAL LATHE STATE RESIDENTIAL BUILDING CODE. I:'. ° (V. , C.� GENERAL ELEVATION NOTES: I.? 1. ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN COMPLIANCE WITH SECTION R905 OF THE RESIDENTIAL I` BUILDING CODE OF NYS. Oz 2- N WEATHER ATTACHMENT AND I MINIMUM THICKNESS ARE TO COMPLY WITH TABLE I 703.4. 2-Second Floor 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED 0 H ON THE WARM-IN-WINTER SIDE OF THE INSULATION I' _ 8' - 8 3/4"WINDOW FLASHING AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING W z I; COMPRISING ELEMENTS OF THE BUILDING THERMAL 4 ENVELOPE,IN ACCORDANCE WITH SECTION R318. 14OUSE WRAP MATERIAL.OR SUILVINC FELT Z I 4 INSTALLATION ARE TO COMPLY WITH R703;z. ITS Q I MDF MULL -PROFILE T.B.D. 51 FLASHING MATERIALS ARE TO BE CORROSION- CA I ]X BORAL TRIM �� RESISTANT AND ARE 70 BE WSTALLED IN I WINDOW HEADER-REFER TO STRUCTURAL DRAWIN4S FOR SIZES \ 3-COAT STUCCO VENEER OVER ACCORDANCE WITH R703.8,R9o3.2 AND R9o5.2.8, I GALVANIZED METIAL LATHE STRAPPWG NOTE: _ _ _ _ _ _ 1-First Floor MARVIN'ELEVATE'WINDOWS n ALL BUILDING STRAPPIN4 SHALL BE INSTALLED IN ACCORDANCE � - I z ! COLOR:ANTIQUE BRONZE I GALVANIZED COIL STRAPPING AS WITH THE RESIDENTIAL BUILDING CODE OF NYS 2020.REFER TO MR7'D BY'SfMPSON'.9.PER STUD. SHT.4N-2 FOR MORE INFORATION. V flv HENRY BLUE SKIN VAPOR BARRIER Q --- MARVIN'ELEVATE'WINDOWS WINDOW FLASHING I COLOR:ANTIQUE BRONZE X r.+ c �D z I 1X BORAL TRIM T MDF SILL AND APROJ -PROFILE T.B.D. ISSUES REVISIONS I ❑ LEDGE BRICK I -2'-8" ALL FAUX HALF TIMBERS SHALL HAVE I `"- � `'� I DESCRIPTION DATE No. z TAPERED TOP EDGE. :` i� / ISSUED FOR BUILDING PERMIT 9/21/22 i Z I U") O p MDF SILL AND APRON -PROFILE T.B,D. i w/•� I I ---------- fill - z ALL FAUX HALF TIMBERS SHALL BE � I �-�� (0 C_7 CONSTRUCTED USING BORAL AND I V) APPLIED AFTER 1ST„OAT OF STUCCO - — - ----', -— Q AND CAULKED AT ALL EDGES SOLI DER COURSE BRICK VENEER 1"1r" 4 1/4" (' --- r 1 j i------ ---I 1 ❑ R-131•SATT INSULATION , -{ -I 1 ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND (: - W �/`�! • I SHALL REMAIN THE PROPERTY OF THE ARCHITECT,THEY ARE TO BE USED ONLY WITH RESPECT TO - ;;•t,u i / I I- —- I -! THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO 3/4"GDX PLYWOOD SHEATHING T R - ----- MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE zV. 2"THICK CLOSED CELL SPRAY �I MDF BASE MOLDING -PROFILE T.B.D. BASEMENT EGRESS WELL _ ! --- PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON - LAW COPYRIGHT OR OTHER RESERVED RIGHTS. INSULATION R-13 BAIT INSULATION _— Ca HENRY BLUE SKIN VAPOR BARRIER d ! I ! W T&4 ARDWOOD FLOORING I i IS an.WALL W/#5 REBAR @ 12" - -- Addition/Alteration r 3/4"T&4 PLYWOOD SUBFLOOR --� INSULATION I n 16' O G - - #4 REBAR @_ 2' THICK CLOSED DELL SPRAY O.G.HORIZONTAL RTIGALLY D Stack I W - MARVIN'ELEVATE' PUSH OUT I __ x - — - - ( _--"-_._.,.•:,... 2-Second Floor �'' CASEMENT MODEL EL 295 I I 2 Sec _ 83 " CA s E ' � ! ! � i ��� �' �' E T' 7 Residence r4 U }may ( CRESS UNIT) � HENRY BLUE SKIN VAPOR BARRIER OVER I ': �IREFEP RUNNING BOND BRIGc VENEER ^' - ! --- 5/8"GDX PLYV IOOD SHEATHING CONCEALED WINDOW PANPERMINANTLY ARZEP LADDER 75 TO STRUCTURAL Y 6 o Nassau Point Road DRAW(NGS FOR FLOOR JOIST SIZING AND ORIENTATION HENRY BLUE SKIN ROOFING { W/DRIP EDGE COMPLYING WITH NYS RBGSEGTfON Cutchogue, NY 11935 _ S,TO 'r } MDF BASE MOLDING-PROFILE T.B.D. - -r,-- " - R3DTH:1S'..- C516 HURRICANE STRAPPING ( MEMBRANE W/ICE AND WATER ylt BETWEEN LEVELS To EXTEND FROM (. _ SHE TENDALL 24"INSIDE BU�LDIN4 ' RUNC 11 PACING PTH:o C5"MIN. j FIRST FLOOR WALL FRAMING TD - / °a r Z G.G.DRIP EDGE ENVELOPE-REFER TO ROOF PLAN SECOND FLOOR WALL FRAMING ��'` / _' t � SOLID COPING W/1"EASED EDGE PROFILE ° \ i 5-r / \ 4"PAINT 41ZADE CROWN AS SELECTED GALVANIZED MASONRY TIE BACKS / ` / 3/4"T&4 PLYWOOD SUBFLOOR j< °e y1 BY OWNER l „f +� f i "�' _ _ 1-First Floor R-13 BArrwsuLArroN -EX stin ) `t EO i g ' '� 8 _ '' I Basement ARCHITECTURAL 0 - .., I ' _._.,.,.....,i.......s:x::::::.•:_...a a.1 �r DESIGN, P L L C , c lam, 'SIMPSON'GS16 COIL STRAPS @ 16"O.G., i 6 1/4" Cl) <5 �, 1 n° 4'-0" 8„ 4"SAND -- R-3O BAIT INSULATION � " GRAVEL MIXUTRE,GROUP 1 FASTEN UNDER SILL PLATE PER SOIL OF UNITED SOIL I PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM MANUFACTURER RECOMMENDATIONS Cl) - `'� -•:' ' i 2� z; -- ----'- -' \ 'CLASSIFICATION SYSTEM, TEL:(631)560-'7908 wbarba@bardarch.com R-10INSULATION. --- --_- C COMPLYING WITH NYSRBC FINISHED FLOORING OVER 3/4"CDX M -4TERMINATE 6"BELOW FINISH R310.3.2.2. -EXCEPTION. 2X10 P.T.SILL OVER'"ERMITE SHEILD T&G PLYWOOD ON iX P.T. I GRADE - --1 ----j PRE-MOULDED WEEP HOLES @ = SLEEPERS @ 12"O.C. " • • _'- ' UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS 3 GOAT(BROWN,scRArG-+& -�.,,. ., ,• + � � - - - � - � � '� � -. .- �I � DOCUMENT IS A VIOLATION OF NEW YORK STATE FINISH)STUCCO VENEER ON METAL I �� EVERY OTHER BRICK GAL. LIQUID APPLIED WATERPROOFING _ LAW, it j I I LATHE MDF BASE MOLDING -PROFILE T.B.D. 4"P.G.SLAB W/6X6]O/10 WWM 2" • • ! - ° S/8"ANCHOR BOLT 16"O.G. (R-10)R141D INSULATION,OVER 60 ° 4° • ~} --- -. _ _ ._ __ JOB NO. } MIL VAPOR BARRIER,OVER --- I GC. DRIP EDGE .: T&G ARDWOOD FLOORING _ 21.3r.3 GRUSHEv ROCK AGGREGATE - -- 3/4"T&G PLYWOOD SUBFLOOR i I 5 1/2"' 10" 2 1/2" _ '0" f > -' - ? t� DATE -I ,- - _-- P Basement �Q 1X6 DECKING TO MATCH EXISTING .- ---` 1-Flrst Fioor - ... — - — — — — — •L^ 1�L�'\ asem t A D R� �a 01, 05/27/ 1 - - - � 22 I y 1 II 05 REBAR @ 12" O.G. q°• a'. ° l`• A.-• 'd• • _.. !II-iI DRAWN BY ---- 4„PERFORATEDFRENCH DAIN HAUHW T IN VEL. OINTEGRATED BRICK - - BB #5 REBAR 12"O.G.TIED BACK AA7 3VERTlGAL/NORIZONTAL ANCHOR BOLT,REFER TO REINFORCEMENTS Z SCALE , FOUNDATION DETAILS d- ,� #5 REBAR @ 1Z"O.G.VERTICALLY AS NOTED FOR MORE INFORMATION P.T.2X6 SILL PLATE - LIQUID APPLIED I ! ---'I - I - - 1 ( I I - ! UJ WATERPROOFING -- i DWG No — -- •-- O -- - - i ¢ DRAWING TITLE — 20"w10"P.G.BARS CONTINUOUS -`_ I' U) _........_. - R-30 BATT INSULATION ( ! I � .� - II - 1 COPPER'TERMITE SHEILD - - - -- WALL -I ~ I „ -- -- - -- f --- I i - z �O 1 2"R-10INSULATION. I SECTIONS T Ica Wall Section T Ical Wall Section @Stair --n 1 1/2 1 -0 n 1yp/2 - 1 --I Detail @ Window Well KEYED NOTES: FOR PERMIT INSULATION R-VA S: ROOF/ATTIC,OPEN JOISTS R-49 CEILING WITHOUT ATTIC R-30(500SF OR 20%) FLOORS @ UNCONDITIONED R-30 EXTERIOR WALLS R-20 1A5EMENT/CRAWL(INT APPLIED) R-15 WALL(R-19 CAVITY) SLAB,2FT BELOW GRADE R-10 NEW WINDOWS INSULATED GLASS 3-GOAT STUCCO VENEER OVER TYPICAL INSULATION AppucAmNs(LONG ISLAND REGION): 3/4"FINISHED FLOORING 3/4"FINISHED FLOORING GALVANIZED METIAL LATHE ROOF/ATTIC,OPEN JOISTS: FULL DEPTH BATT INSULATION HENRY BLUE SKIN VAPOR BARRIER CEILING WITHOUT ATTIC.FULL DEPTH BATT INSULATION,R-30 3/4" T&C ADVANTECH 3/4" T&G ADVANTEGH I, ALLOWED FOR 500 SF OR 20%,WHICHEVER IS LESS WHEN THERE IS 2X6 P.T.SILL OVER TERMITE SHEILD SUBFLOOR PANEL GLUED AND 3-COAT STUCCO VENEER OVER SUBFLOOR PANEL GLUED AND NOT SUFFICIENT SPACE TO MEET R-49(CATHEDRAL,DORMER, SGREWE:D @ 8"O.G•TYP. I. GALVANIZED METfAL LATHE SCREWED @ 8"o.G.TYP. FIRST FLOOR FLOOR ETC) DRIP EDGE - � 2/2"PREMOULDED FILLER JOINT Q'-Q" (EL. 18.8') FLOORS ADJACENT TO UNCONDITIONED SPACES,SINGLE PASS FIRST FLOOR SUB-FLOOR _ _ _ _ (1-1/2' Y APPLIED CLOSED CELL FOLLOWED BY FULL — — — — , —W/CAULKING @ PERIMETER OF -2'�SPRAY ...._•"—�'",,...-".",` .-. _ , — — — ^----"---"---`•=::,=,==�,�=----�.•--,_=...`•----.'_ SLAB TYP DEPTH SPRAY APPLIED OPEN CELL OR BATT INSULATION. 1"NATURAL STONE_ T.O. STEM WALL ExTER10R 2X4 WALLS:FULL DEPTH BATT'INSULATION HENRY BLUE SKIN VAPOR BARRIER - - - - - - - - - co OVER MUDSIET i 4-3" (EL: 18.555) O p EXTERIOR 2XG WALLS:FULL DEPTH BATT INSULATION 'SIMPSON'0516 COIL STRAPS @ 16"O•G, T \ INTERIOR WALLS:3"SAFE'N'SOUND STONE WOOL FIRE AND O T.O. FINISH PATIOSOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. I FASTEN UNDER SILL PLATE PER - MANUFACTURER RECOMMENDATIONS , 44" (EL: 18.46) INTERIOR FLOORS:6"SAFON'SOUND STONE WOOL FIRE AND T.O. FOUNDATION WALL T.O. FOUNDATION WALL SOUNDPROOFING INSULATION AS MANUFACTURED BY Roxu,INC. --�- a a 2X6 P.T.SILL OVER TERMITE SHE-V-0 1/4" (EL: 17.77') A 4"P.G.SLAB W/6X6 1-0/10 WWM -V-0 1/4"I EL: 17.77') EXTERIOR B EMENT/ AL f SPACE WALLS,3"RIGID INSULATION OVER 60 MIL VAPOR BARRIER. ( ) FULL LENGTH OF WALL 2w10 JOISTS 2w10 JOISTS -' °• - -- - --_ =6"COMPACTED GRANULI R FILL UNDER BASEMENT AB•IN HABITABLE SPACES OR HEATED REFER TO STRUCTURAL PLANS a y °- S/8"ANCHOR BOLT @ 26"O.G. REFER TO STRUR ORIENTATION 9 - -i - GARAGE AREA'S APPLIED 2"RIGID INSULATION UNDER ENTIRE FOR ORIENTATION SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS -_- I I _- - TO TOP OF FOOTING. z °° ------ --- °°° __ — -- 12"P.G.HAUNCH.DOWELL& Z GG DRIP EDGE' --- ° a., -- - - - EPDXY @ 12"O.G.(TYP) GEE NRAL INSULATION NOTES " _- 1. FILL ALL VOIDS OF INSULATION ZONE,TIP. z — __- _ - ' -- --- - _I - 2• SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. - - -- —! O Q - 10 ° -- _ -- - __ Q' 10' - _ 3. WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES, E-+ - - — - INCREASE DEPTH OF CLOSED DELL INSULATION. I ° 4. THIS INFORMATION MEETS CODE FOR 2020 NEW YORK -_ - --- I - - -_-- - •. , J - I -----_. _-. - �-- - i- STATE RESIDENTIAL BUILDING CODE. a.' - -- - _ O --- - - -- -- --I---_ ! ---' --- - - I a., B E -- e ° •'' ., ° --- _ _-I I _ --- I @ 1"AIR SPACE BETWEEN 2„AIR SPADE BETWEEN -. EXTERIOR FOUNDATION WALLS -- - z ^ ': __- ; - - ---- -- =--_- EXTERIOR FOUNDATION WALLS „ -------- - -I. -- ! ---- O AND INTERIOR FRAMING. ° �, -- AND INTERIOR FRAMING. T.O. FOUNDATION WALL -- 'I— ___ R-13 BATT INSULATION AT ALL d •"� _ _I - - - - - - [-i R-13 BATT INSULATION AT ALL ---- ------ _____. O FINISHED INTEI IOR BASEMENT - - ------ FINISHED - - � _— _— _-_ _ INTERIOR BASEMENT ---- - -i _--- W -- -- -- --- ---- I - WALLS ' '----- ---- --- - ^ -- ` ° a a WALLS - Q Y ^ • ° o' I -- I I I ---= = _--, - i--- 112"O.G.VERTICALLY a 5 REBAR @ 12 O_G VERTICALLY --!--- ---'----- _- I ---- ! --- - zW QUIP-I--P-PI -�---- I -I-- D ---I WATERPROOF/ WATERR - DI 0 - 10' ---- - I --- 11 U 0 V 2',, °_. --- I-—_-_!---.--I ----------GRAD-E-,)-----—I-----! -O ° • a° _._---- -_---- ' INSULATION. � ON-.R-10INSULATION. TERMINATE 6 BELOW FINISH BELOW FINISHO GRAD 0) z _.----_ - ------- #—s I R-E-B I--AI_R-------1-211 -(O-_ --.-G--.---------!---- - - - - -- — - .,01 -! -- ° ISSUES / REVISIONS L- - <a -- -- ----- -- -- -- DESCRIPTION DATE No. --- Y ISSUED FOR BUILDING PERMIT 9/21/22 i - I- #5 RE13AR @ 12' O.G.VERTICALL -- -- -- - ° --I --- ----- =- - -- --- - ' ° I I - I I - - III--I- _I-----. --- 0 -- - - - - Ca -- -- — = - I - - - • I ! -- _ — ° I I ALL DRAWING SPECIFICATIONS ' ----I STM AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND _---- � �- �' �-_ _ - -- SHALL REM---- ----- ___— --_ —____ -- AIN E PROPERTY OF THE ARCHITECT.THEY ARE TO' ° ---- --- ! ' - ^ -,- - - •, " -- - --_-- E BE USED ONLY WITH RESPECT TO �-i _ �_ - _- - - -- - , -_ _ THIS PROJECT AND ARE NOT R BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION ETO - - -- -- - -�------ ---_-- _ ° - a ----- =- ---- 1° --'- - - ---- - 1-- PROMEET JECT OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE ° ° 4"PERFORATED FRENCH DRAIN - PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON -- - - ° - - LAW COPYRIGHT OR OTHER RESERVED RIGHTS. t _ --SET IN GRAVEL.--- - -- I I I ° • -- — -- - 0.1� _ --, -I I. 1 = Addition/Alteration [- — — - — --"-- - d- - — -- I -- I -_ u ----- = --- Stack , ! I II x -= _ -_ • - --- 2xR KEYWAY I-- - -- V o'-3 10'- 1 . ',' - J ° I--=I —I_:.I II -11==—= -- _ --1 =--- I--- _- # _ Residence r: -- 0'-3 10'- 1 ., O' - 1 O" -' --I_ ------ - 5 REBAR CONTINUOUS @ 6'O.G. ; loo T.O. Ex )STING BASEMENT - SLAB Cutchogue, NY 11935 765o Nassau Point Road • __-- -III ! I'—�- -- - 3/4 ( 0 3 ) — --_ 4' PERFORATED FRENCH DRAIN ^ -.I, _- 4"PERFORATED FRENCH DRAIN — - J ---- '- - 1-5 1 2' - - a -J ----- - -- - - -- --- --- =__ - , - - -- -- — SET IN GRAVEL.-- -- --- J a - I TIN I RAVE i. 1/2"PREMOULDED FILLER -.�- -a -- ----� _- R BA 1/2"PREMOULDED FILLER .J fllSTRIPS ° - -- -- ---- STRIPS a - -- °• 'Y ° ° . _ •. • - p ' . ° _--- 4"P.O.SLAB W/6X6 1011D WWM • = - - I III ARCHITECTURAL 4"P.G.SLAB W/6X6to/1oWWM '' �- I , ---� -- - � � - , ° i- - DESIGN. PLLC I OVER 60 MIL VAPOR BARRIER - ----- - - Y OVER 60 MIL VAPOR BARRIER - a X 9o,BLUE POINT,NY n715 BARDARH.COM I I ° ^ - - - — - --- T.O. BASEMENT SLAB - ! I- --I I a---III- -I rs, : B.O.B O FOOTING O BO T.O. BASEMENT SLAB ° - - — - _ 1 11 - � - � -- I I -I ,--' III --III - -9'-9 1 EL:(631) 560-7908 wbarba@bardarch.com -- - -9-103/4 (EL:8.9') - - - - -- - -- - -- - -- - /4 ( .0 a— - -9 10 3/4' (EL:8.9) -- - 3'-4"---_ --- - --- - T ,_ a -1 ill- o — -- - III UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS -- -- - - - - - —L ..I — II- ° ° - _- _ - III - _ - I 1-i - -- III - - ---I_I_I—,-i-I I- L' _ �_ ' . a - -- I __- I - I DOCUMENT IS A VIOLATION OF NEW YORK STATE a 2w4 KEYWAY.- - I)KEYWAY__ ! - - --- --- ---I LAW -- - --- - -- - , , °- ° . ° a -�_I _z--I_I_I- -- ----�- JOB No. I -- --'- - - - I a � • 2133 „w 2"(R-10)RfLD INSULATION 20"w10"P.C.FOOTING 2"(R-10)RIGID INSULATION- ATEB B.O. FOOTING 3--. 4 i 6" -----III-------_-----------_-_ _I-_- I ---= —_---_--I ° FOOTING --I-._ NUAR FILL - COMPACTED G 6 COMPACTED GuNULAi FILL 0 5/27/22 1 -0 3/4 (EL:7.71"-1 V-0 3/4" (EL: 7.74) DRAWN Y `WrL BB 1'�8— (3)05 REBAR CONTINUOUS {3)#s REBAR CONTINUOUS , b{, 0 SCALE a�� a �����c� z AS NOTED O DEATIL - TYPICAL FOUNDATION @ o n DETAIL - TYPICAL FOUNDATION WALL n STONE PATIO W n 1 1/2" - 1'-O" ¢ DETAIL - TYPICAL RETAINING WALL DRAWING TITLE DWG No. co Z FOUNDATION A_ 02 0 DETAILS 4 w 0 z KEYED NOTES: WINDOW SCHEDULE FOR PERMIT UniMtk Tylae Widf{+, Heigk{- Head Heigl,f M�,r Fi.r.islti Coms.,enfS, 001 CASEMENT-MULTI 4'-8" 4'-7 1/4" 8'-0" Marvi_WLndowsand Doors MarviwBrume, BASEMENT EGRESS UNIT 102 CASEMENT 2'-8" 4'-it 1/4" 6'-8" Marvi._WLndowy and Doors Mwvi.w Bro-Z& 103 CASEMENT 2'-8" 4'-si 1/4" 6'-8" Marv,_WL d.,n s nd Doors Marvi-Bro-ze, GENERAL NOTES: 104 CASEMENT 2'-8" 4' -.11.1/4" 6'-8" Marvi._Wind.owsandDoors, Marvi._BYonz& 1.05 CASEMENT 2'-8" 4' -it 1/4" 6'-8" Marvi-Wi,,dowvaMd,Doors Marvi.-Orowz.e. 1. ALL EXTERIOR UNITS ARE NON-IMPACT.WINDOW 106 CASEMENT 2'-4" 4'-11 1/4" b'-8" M wvt._Wu,d.owsand Doors Marv:._Bronze, PROTECTION SHALL BE PROVIDED BY GC AND INCLUDE 107 CASEMENT 2'-4" 4'-11 1/4" 6'-8" Marvi,w WLndowl,and Doors Marv+._Brava& BUT NOT BE LIMITED TO PLYWOOD PANELS AND/OR 108 CASEMENT 2'-4" 4'-11 1/4" 6'-8" Marvi._wv dowl"and Doors Marvin,Bvorvzb STORMGUARDfAN KEVLAR MESH. 2. ALL GLAZING SHALL HAVE DUAL-PANE LOW-E 109 CASEMENT 2' -4" 4'-11 1/4" 6'-8" Marvi_WLndowy and.Doors Marvin,Srome. INSULATED GLASS. 114 CASEMENT-MULTI 5 -o" 4'-2 3/4" 6'-b" rvin Ma Wnndows and Doors Marvin.BYOmPi 3. PROVIDE SAFETY GLAZING AS PER SECTION R308 OF 115 CASEMENT-MULTI 5 -0" 4'-2 3/4" 6'-6" Marva-wv,40,% a d Doors M wvv._Browzt THE RESfDENTIAL BUILDING CODE OF NYS FOR ALL 116 CASEMENT-MULTI 5 -0" 4'-2 61-b" Marvi_WLndowvand Doors Marvin,Srome, HAZARDOUS AREAS(R308.4):ALL GLASS LESS THAN 117 CASEMENT-MULTI 7'-0" 4'-A 3/4" 6'-6" Marvi,Windows"Doors Marvi_13ronze, 18"A.F.F.SHALL BE TEMPERED. 11.2 CASEMENT-MULTI 7'-0" 4'-2 3/4" 6' -6 1/2" Marvi_Wtndovrsand Doors Ma-rvi.wBronze, 119 CASEMENT-MULTI 7'-O" 4'-2 3/4" 6'-6 1/2" Marvin,Wtndovlsand Doors Mwvi-13rowz& WINDOW NOTES• 120 CASEMENT 1'-4" 4'-2 3/4" 6' -6 1/2" Marvin,WLndowsand Doors Marvi_Orowz& 123 CASEMENT 1'-9" 4'-2 3/4" 6'-b 1/2" Marvi W,,dowvand,Doors Marvi 8rowza 1. NEW WINDOWS SHALL BE SUPPLIED BY MARVIN WITH 124 CASEMENT-MULTI 4'-O" 4'-2 1/2" 6'-6 1/2" Marvi_Wind.owv a,d Dowry Marviw Bromc BRONZE EXTERIOR FINISH. 2. FOR OPERABLE ANDERSEN WINDOWS:ALL UNITS SHALL 125 CASEMENT-MULTI 8'-O" 4'-2 1/2" 6'-6 1/2" Marvi._Windowy and Doors Marvi_Broma RECEIVE INSECT SCREENS. 1.26 CASEMENT-MULTI 4'-0" 4'-2 1/2" 6'-6 1/2" Marvi._ wsa.nd Wwzco Doors Marv,_Browzc 128 CASEMENT-MULTI 8'-o" 4'-2 1/2" 6'-6 1/2" Marvl._WLndowvand Doors Marvin,Browne EXTERIOR DOOR NOTES: 129 CASEMENT-MULTI 7'-0" 3'-2" 6'-9 1/2" Marvi.,,WLndowvand Doors Marv...,,Brame, 130 CASEMENT-MULTI 4'-8" 3'-11 1/4" 6'-0" Marvi_WLndowvand,Doors Ma.rvi.w Brume, 1, NEW EXTERIOR DOORS SHALL BE SUPPLIED BY MARVIN 131 CASEMENT 2'-4" 3'-I.J.1/4" 7'-o" Marvi_Windowvand,Doors Marvi,wBromc WITH BRONZE FINISH,U.O.N. 132 CASEMENT 2'-4" 3'-11 2/4" 7'-0" Marvi._WLndowv and,Doors Marvin,Sronzc 2. ALL EXTERIOR DOORS SHALL BE.2 1/4"THICK U.O.N. 133 CASEMENT 2'-4" 3' -is 1/4" 7'-O" Marvi._Wvolo s and Doors Marv{.,,Brome, 3. EXTERIOR DOOR SCREENS SHALL HAVE INSECT 134 CASEMENT 2'-4" 3'-1.1 1/4" 7'-0" Marvi_WLKdows and Doors Marvin,Browze, SCREENS U.O.N. 135 CASEMENT-MULTI 4'-8" 131-1].1/4" 6'-O" Marvin,Wis,dowsa,&Doors Marvi._Browze, EGRESS UNIT INTERIOR ODOR NOTES* 136 EASEMENT 2'-4" 3'-11 1/4" 7'-11 1/2" r ind�Mavi,,Wows and Doers Ma-Vin.Bromc 137 CASEMENT 2' -4" 3'-11 1/4" 7'-11 1/2" Marvi._WLndowvand Doors Marvi_Browze, 1. INTERIOR DOORS SHALL BE SUPPLIED BY'UPSTATE', 138 CASEMENT 2'-4" 3'-11 1/4" 7'-1111211 Marvi._Windovvsand Doors Marv,_Brume, 'FONTRICK'OR APPROVED EQUAL. 134 CASEMENT 2'-4" 3'-].1.1/4" 7'-19.1/2" Marvi_WLndowvand Doors Marvi_BYanz& 2. DOOR LEAVES SHALL BE 1 3/4"THICK U.O.N. 140 CASEMENT 2'-4" 3'-11 1/4" 7'-11 i.,,1/2" MarvWi,d and Doors Mary-Browne- 3. ALL UNITS SHALL BE 3-PANEL SHAKER WITH STAIN 200 CASEMENT 2'-4" 2'-7 1/4" 11'-0 1/4" Marvi-WLndovvsand Doors, Marvi._Browu FIXED UNIT GRADE FINISH. 201 CASEMENT 2'-4" 2'-7 114" 11'-0 1/4" Marvi.a,WL,,d and Doors Marv,:,,Srome• FIXED UNIT 202 CASEMENT 2'-4" 2'-7 1/4" J-V-0 1/4" Marvi_WLndowvand Doors Marv,_Browze, FIXED UNIT 203 CASEMENT 2' -4" 3'-11 1/4" 6'-8" Marv4_w,-A0WM,and,Doors Marvi,w Browze, FIXED UNIT 204 CASEMENT 2' -4" 3'-11 1/4" 6'-8" Marvi_winAowsand Doers MarvL_Gram& FIXED UNIT Z 205 CASEMENT 2' -4" 3'-I.J.1/4" 6'-8" Marvin,wv dew.sand,Doors Marv,_Brvwze, FIXED UNIT 206 CASEMENT 2'-4" 2'-7 1/4" 6'-8" Marvi_wvdowvand Doors MarvL_Browze, FIXED UNIT Q207 CASEMENT ;V-4" 5-11 114" 8'-0" Marvi_WLndL and Doors Marviw Browne, EGRESS UNIT 208 CASEMENT 2'-4" 5-11 1/4" 8' -0" M wvi-Wi,ndowva d Doors Marvi_Brain& EGRESS UNIT O209 CASEMENT 2'-4" 5'-11 1/4" 8' -0" Ma,viwW.do,vsond Dowry M"A,,Brome• EGRESS UNIT P 210 CASEMENT 2'-4" 3'-3 1/4" 11'-7 1/2" Marvi_W ndowvand Doors Marvi_Browz& FIXED UNIT U211 CASEMENT 2'-4" 3'-12.1/4" 8'-O" Marvi. W Endows anal,Doors MarvL_Brume, 212 CASEMENT 2'-4" 3'-11 1/4" 8' -0" Marvi_WL-Aaw-,and Dowry Marvi_Browne, 213 CASEMENT 2'-4" 3'-11 1/4" 8'-0" MarvL' Windows and Doers Maevi._Browzc O 214 CASEMENT 2'-4" 3'-11 1/4" 8'-0" MarvL-WLndowv and Doors Marvin,Browz& 215 CASEMENT 2'-4" 3'-I.J.1/4" 8'-0" MarvL_Window-,and Doors Marvin,Browne, U 216 CASEMENT Z -4" 5-31 1/4" 8'-0" Marvi. WLaalovrsand Doors Marv,_Brume- EGRESS UNIT 21.7 CASEMENT 2'-4" 5'-11 1/4" 8'-0" Marvi,,Windows and Doors Marvi_BYOnzb EGRESS UNIT 218 CASEMENT 2'-4" 5-11 1/4" 8'-O" MarvL_Windows and Doers Marvi_Brom& EGRESS UNtr 21R CASEMENT 2'-4" 3'-3 1/4" 11'-71/2" Marvi,_Winiowrsa,d Doors Marvi,,Growze, FIXED UNIT 0 220 CASEMENT-MULTI b'-o" 3'-2" 6'-b" Marvi_WL-dowya,d.Doers Marv,_Srom& EGRESS UNIT E"! 221 AWNING ;2'-8" 1'-11 1/4" 7'-1 1/4" MarvL_Windowv and Doors Marvin,Br&-ze, rC� 222 CASEMENT 2'-4" 3'-it 1/4" 7'-O" Marvi. Wv doors Doors Marvi,_Browze, EGRESS UNIT O223 CASEMENT 2'-4" 3'-11 1/4" 7'-0" Marvi,_W.,e o and Doors Marvi_Browze, EGRESS UNIT W224 CASEMENT 2'-4" 2' -7 1/4" 6'-8" Marvi_Windows and Doors Marvin,Browne, z 225 CASEMENT 2'-4" 2' -7 1/4" -8" Marv,_Windows and Doers Marvi._Brame, U 226 CASEMENT 2'-4" 2.'-7 1/4" 2'-3 1/2" Marvi_Win.dotvsand Doors Mwvi_Brume, z2-27 CASEMENT 2'-4" 2'-7 1/4" 2'-3 1/2" Marvin,Windows,and,Dovrs Marvin,Brome, Q228 CASEMENT 2'-4" 2'-7 1/4" 11'-0 1/4" Marv,_WLndowsa d Doers Marv,_Bro& 224 CASEMENT 2.'-4" 3'-1-2 1/4" 6'-S" MarvillvWindowvand Doors Marvin„Sromb 230 CASEMENT 2'-4" 3'-I.J.1/4" 6'-all Marv,_Windovrsand Doors MarvL_Bra ze, FIXED UNIT 231 CASEMENT 2'-4" 3'-11 1/4" 6'-8" Marvin,Windows and,Doors Marvi._Browzc FIXED UNIT 232 ICASEMENT 2'-4" 3'-11 1/4" 6'-8" Marvi,wWindowl,and Doors M"vU„BYanz& I FIXED UNIT z EXTERIOR DOOR SCHEDULE u �u� O Un.i.}a` Opunfiow Heigk# WLA&I Fu.nofiow May.u(vtfurer Fi.n,.isl„ Con,nen.fY Q z 101 SINGLE INSWING b'-8" 3'-0" Exf"r or SELECT DOOR WOOD-TBD 0 1.7.0 FRENCH INSWING 6'-10" 6'-0 3/4" Ex trior Marvin,Win i4v,-p d Doers Marvi._Brame, v Ill. OXXO SLIDER 9'-9'I Ex>♦u-ior Marvin.windows and Dovr1, MwvL_Bronze, 112 FRENCH INSWING 6'-so" b'-0 3/4" Ewfervor Marvi,,WLndowsand Doors MarvL_Browze 113 SINGLE INSWING b'-10" 2'-6 1/4" Exder,or Marvi_WL,d and Doers Marvin,Bronze, E-' Z121 SINGLE INSWING 6'-101, 2'-8 1/4" EwferLor Mary in,Windowv and Doers Morvin,Browze 0 INTERIOR DOOR SCHEDULE ISSUES / REVISIONS DESCRIPTION DATE No. unit aeE opera�;on He g{,# wdfb Man,�a�r,,e, Fnsl ISSUED FOR BUILDING PERMIT /ai/22 1 z W ID001 SINGLE 6'-8" 2'-S" SELECT,UPSTATE OR FONTRICK Sfa.i_Gradf� 3/4 HOUR FIRE RATED W/SELF CLOSER 4. IP003 SINGLE 6'-8" 2'-0" SELECT,UPSTATE OR FONTRICK S ai_4rade 0 (D004 SINGLE b'-8" 2'-01I SELECT,UPSTATE OR FONTRIGK Sfo.Ln,Grade, Qa ID105 SINGLE b'-8" 2'-4" SELECT,UPSTATE OR FONTRIC41 Sfo-in,Grady ID107 SINGLE 6'-8" 2'-6" SELECT,UPSTATE OR FON-T-RICK SiaL_Grade, ID208 51N4LE 6'-8" 2'-8" SELECT,UPSTATE OR FONTRICK Sfai_Cradt, z ID209 SINGLE b'-8" 2'-a" SELECT,UPSTATE OR FONTRICK Sf,i-Crack ID1.1.0 SINGLE 6'-8" 2' -8" SELECT,UPSTATE OR FONTRICK SfaL_Grade, W ID111 SINGLE 6'-8" 2' -8" SELECT,UPSTATE OR FONTRICe SfaL_Grad, 15 LITE GLASS DOOR IP202 SINGLE 6'-all 2' -b" SELECT,UPSTATE OR FONTRICK Sfew„GraaL� ID202a, SINGLE 6'-8" 2' -b" SELECT,UPSTATE OR FONTRICK SfaL_Graale, IP203 SINGLE 6'-8" 2' -6" SELECT,UPSTATE OR FONTRIGK Sfa.i.w Grady ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO ID203a SINGLE 6'-S" 2'-4" SELECT,UPSTATE OR FONTRICK Sfa.i._Grady MEETOFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE U ID204 SINGLE b'-8" 2'-4" SELECT,UPSTATE OR FONTRICK Sfa,,Grady PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W ID205a SINGLE 6' -8" 2'-4" SELECT,UPSTATE OR FONTRICK Sfa w Grady ID2ostr SINGLE 6' -8" 2'-8" SELECT,UPSTATE OR FONTRICK Sfvi._Gradt, 3/4 HOUR FIRE RATED W/SELF CLOSER U ID206 SINGLE 6'-8" 2'-b" SELECT,UPSTATE OR FONTRIGK Sfan Grady Addition/Alteration I0206a, SINGLE b'-8" 2'-6" SELECT,UPSTATE OR FONMC1 Sfai_Grad" Stack ID207 SINGLE b'-8" 2'-4" SELECT,UPSTATE OR FONTRICK Sfa,„Grady IP208 SINGLE 6'-8" I,-8" SELECT,UPSTATE OR FONMC1 SfaLn Grady U ID208a, SINGLE b'-8" 2'-4" SELECT,UPSTATE OR FONTRIGK Sfa.i.w4rady Residence V7 765o Nassau Point Road Cutchogue, NY 11935 F14 ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT, NY u715 BARDARH.COM TEL:(631) 560-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 p APi-/, DATE 05/27/22 ' DRAWN BY BB z SCALE Q f Q AS NOTED cc 0 w DRAWING TITLE DWG No. WINDOW AND DOOR A-6oi 0 w SCHEDULES 0 z KEYED NOTES: FOR PERMIT STRUCTURAL LEGEND REARING WALL SHEAR WALL ® © STRUCTURAL WOOD POSTS ® STRUCTURAL STEEL POSTS INDICATES SIZE,SPAGNrr AND F.J. DIRECTION SPAN OF FRAMING SECTION TAG SHT. 48"X48"X12" P.C. FOOTING W/(7)#5 BAR EACH WAY. i F - - � u I I I H �- z I U) I 0 u I I 2X10 F.J. i_ z I 100 @ 1611 O.C. 0 I I - �" I O I c.7 I I z r- - — — — — — — — — — — — — — — — — —I , W8X40 - FLUSH Z ® 2X10 F.J. v) @ 16"O.C. w 2X10 F.J. Q1 I @ 16"O.C. I I z I I o I I I I I 54"x54"X12" P.C. FOOTING Ln O i W/(7)#5 BAR EACH WAY. I I u ISSUES / REVISIONS - I ❑ I 2X10 F.J. I @ 16'O.C. DESCRIPTION DATE No. w \ r — — — — — — — — — — — L I I I ISSUED FOR BUILDING PERMIT 5'- 1 1/4" 4'-0 3/4" 9/21/22 1 —� ------ N I I O \ ° � I ' HSS5X$X1/4— T — _T1 I II 00 I i M 24"x24"X12" P.C. FOOTING I 2X10 F.J. r- r I W/(3)#5 BAR EACH WAY. I .,4 I I I I ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND I I @ 1 6 O.C. I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO �-i � _ v THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT SUBMISSION OR DISTRIBUTION TO f• L — — — _ _ — _ _ — — — — — — — — — — I I I MEET OFFICIAL REGULATORY REOUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE V , ' PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W — Q (3) 2x10- FLUSH I i 1 1 I Addition/Alteration I I Stack u (2) 2x10- F USH I I p +/- 11'- 10 1/2" I I _ — _ _ I L — J Residence I I 6 o Nassau Point Road _ 5 ❑ - - - 1 o' u c I C t hogue NY 1935 co I I 1 48"X48"X12"P.C. FOOTING W/(7)#5 BAR EACH WAY. � 24 x24 X12" P.C. FOOTING I I 1 I O - lil W/(3)#5 BAR EACH WAY. A R-1� D A, - ' ARCHITECTURAL {— J DESIGN, LLC i d r — — — — — — — — M '' I I PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM I I _J I TEL:(631) 56o-79o8 wbarba@bardarch.com L .L _ J UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE PROVIDE STEPPED FOOTING AS LAW. NECESSARY, JOB No. 2133 n D C-R Foundation Structural Plan DATE 05/27/22 nn ppp DRAWN BY BB z SCALE Q AS NOTED 0 DRAWING TITLE DWG No. FOUNDATION Z 0 STRUCTURAL S-100 0 w PLAN 0 z KEYED NOTES: FOR PERMIT STRUCTURAL LEGEND BEARING WALL SHEAR WALL ® � STRUCTURAL WOOD POSTS ® STRUCTURAL STEEL POSTS _ INDICATES SIZE,SPACWNG AND F.J. DIRECTION SPAN OF FRAMIN4 SECTION TAG SHT. z (3) 2x12- DROPPED O z O i V i I UO I UO j X Ia Cb io t_ 2 X CV N O r HSS5X5X1/4 Z W8X13 HDR (2) 1 3/4x7 1/4 LVL- FLUSH — HSS5X5X1/4 I aa I ® I I i. LLJ 'Cl: I I Q j o _ III I, 7 1/4 LVL F.J. O z @ 16"O.C. v V (n c LO —_ - --- -- - - - w cxo Z - -----------' N ISSUES / REVISIONS (2) 1 3/4x7 1/4 LVL- FLUSH DESCRIPTION DATE No. w I I ISSUED FOR BUILDING PERMIT 9/21/22 i IILL N Q Z IIN oZ II — HSS5X3X1/4 I I (2) 2x8- FLUSH IIJ X � — - - - - - - w — EXISTING TO REMAIN II > w J w III U- ❑ III z il � X `° � o r ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND p X N V SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO (n THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO t:l MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE C 7 X I I M I X *- PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON w w-+ C\1 LAW COPYRIGHT OR OTHER RESERVED RIGHTS V (3) 1-3/4"x7 1/4" LVLw/(2) 1/2"SFP- FLUSH I i T j_ i Addition/Alteration Stack x I EXIST. TO Residence � II REMAIN - - ! ' - I _ 7 65 o Nassau Point Road - d —3) 1-3/4 x7 1/4 LVL w/(2) 1/2.SFP FLUSH1 — — — — — — � -- — — — — � I Cutchogue, NY 11935 T _ - EXIST. TO co co REMAIN N ' I (3) 1-3/4"x7 1/ " LVL W/(2) 1/2 SFP- FLUSH r� ' � \ _ ARCHITECTURAL Z — . - - _. — — — — � _ I � _ — 1 7/8 LVL- FLUSH & UPSET �� � J DESIGN, PLLC Ix PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 , pm DATE R�q 6'l First Floor Structural Plan 6 i05/27/22 DRAWN BY BB Cn SCALE z AS NOTED 0 w DRAWING TITLE DWG No. U co iST FLOOR S-101 0 STRUCTURAL w �- O z KEYED NOTES: FOR PERMIT STRUCTURALLEGEND GEARING WALL SHEAR WALL ® © STRUCTURAL WOOD POSTS STRUCTURAL STEEL POSTS INDICATES SIZE,SPACING AND F.J. -► PIRECTION SPAN OF FRAMING SECTION TAa SHT. z n u H i I z O U Elwl o LAI __j0 _ O f z ) -3T4X5"1%2 CVL=NDft "' Ll � z I I ! � U � c^wj I I C) � I I V ❑ I I Q I I UO F-y �j .- o N \ v L N H - . .. -- - "---- ---------"----J -. - -- —� .----------------- _._ ._ J z w z r -- ---- _ r Dj O - - -- -_ - -- -"- - - > U jU I I REVISIONS ISSUES, _____.-- � _:_ -. -__-__. F,_❑-�_�❑-=v-❑.��.W - _--- -- ------ ,--- --- _ -- - --- I I / ❑ ._m (3) 1 3/ x9 1/4 LVL FLUSH (CONTINUOUS) DESCRIPTION DATE No. \\ — — — — — — — — — — — — — — — - — — — — — — — — — E� x I z � '��` � �� � � — — — — — — — �— — — — — -- - — — — — — — — — — — � ISSUED FOR BUILDING PERMIT /ai/az i 44 I I i EXISTING Q _ CEILING P Cff ❑ I I ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND o SHALL REMAIN THE PROPERTY OF THE ARCHITECT THEY ARE TO BE USED ONLY WITH RESPECTTO I I T THIS PROJ CT AN R E DA ENOTT BE USED AN 0 N Y OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE I � I N li LAW COPYRIGHT OR OTHER RESERVED RIGHTS. I 1 Q P, UO UO I ' u_ co _� Addition/Alteration y. -- =--_=_-=__ Stack N � I I ��. @ 16"O.C. I Residence 765o Nassau Point Road �I Cutchogue, NY 11935 x, � I I �, I X I C«,I �. co _ rI I — — (2) 2x10i HDR — j (2) 1 3/4x11 1/4 L -HDR I '} 1. ARCHITECTURAL _ _— — _ -- DESIGN, P ILLIC 2X10 C.J. PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM - I I i @ 16 O.C. I TEL:(631)56o-79o8 wbarba@bardarch.com I � I � UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS , DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. n Second Floor Structural Plan 1/4" = 1'-0" JOB No. c4. 2133 4..r �eE:C'All CA rr DATE C,` 05/27/22 �' DRAWN BY BB a " f � • n z SCALE " J; >,. Q AS NOTED 0 w DRAWING TITLE DWG No. U U) z ZND FLOOR 5-102 0 STRUCTURAL w O z KEYED NOTES: FOR PERMIT STRUCTURALLEGEND BEARING WALL , SHEAR WALL © ® STRUCTURAL WOOD POSTS ® STRUCTURAL STEEL POSTS INDICATES SIZE,5PACN4 AND F.J. DIRECTION SPAN OF FRAMING, SECTION TA4 SHT. z Q z ------ O - - - - - - - - - - - -� H 2X10 R.R. z I @ 16 O.C. I po El 1 c - - -- -- --- - - - - i - o i N I 2x8 R.R. @ 16"O.C. i z Ia— - -- -- - - - - - - - 2X8 R.R. A I I' @ 16' O.C. °' -- ---------- - - - — — FW- - ---- - - - -- - - -- ----- :r Q! C _- _- _-_- _- _- -_ — -- -- — - _—_--_-_- w _ _-.. .._.. - (3) 2x8- FLUSH - I _ pC U Lj cc I I � oll � (0 Er I z \\ i/ I N I I N I N T NI I, . \ ( _ _ _ (2) 1 3/411 7/8 LVL RIDGE V \ w --- - . 2 - _ -- -- o ifl - I CD �l0 L9 ---- ---- - - ' T ISSUES / REVISIONS o o[ DESCRIPTION DATE No. ` \ �; I FOR BUILDING PERMIT /zi/za i J 7- � I II ;° NZ, @ X6 C.T. O.0 I ------ --- - --- -- - _ o �A,`/ a \pG� I it N j V �1 y I - !2X10 R.R. _ I{ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ONLY WITH AND i SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY APE TO BE USED ONLY WITH RESPECT TO t _ - / -- (2) 2x 1 0- HIP @ 1 6 O.C. ( �! MHIS EET OOJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO PROJECT IS OFFICIAL REGULATORY BEACONSTRUOED ASMENTS PUBLICATION IN DEROGATION OF TH OTHER PURPOSES IN E CONNECTION WITH ON LAW COPYRIGHT OR OTHER RESERVED RIGHTS, �I I Addition/Alteration H ._ 2X10 R.R. --- ...-..--------- i I I - Stack r ' @ 16 O.C. ( I I 2X10 R.R. j Residence @ /% . 16"O.C. 6 o Nassau Point I u o nt R El I ,. oad / — ---- -- - - -- -- - - - - -� - - Cutch i y -gyp / \� ogee, NY 19 N ti 6i ! Z�j oc U h'jA @� — (2) 2x10_HIP — j o Zo — — ` i DAP`M3A ARCHITECTURAL j PO BOX 9o,BLUE POINT,NY11715 BARDARH.COM I I I I TEL:(631) 56o-79o8 wbarba@bardarch.com I i UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS — — — I DOCUMENT IS A VIOLATION OF NEW YORK STATE -- ----- LAW. n Roof Structural Plan 1/4" = 1'-0" JOB No. 2133 DATE f :.frA�e`° �. c.,glp � 4'r.,J s. 05/27/22 L` a`� DRAWN BY BB � z SCALE AS NOTED W DRAWING TITLE DWG No. co ROOF z STRUCTURAL 5-103 O 0 w PLAN �- 0 Z . KEYED NOTES: STRUCTURAL NOTES: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(TALBE 301.5) MINIMUM ROOF LIVE LODAS IN POUNDS-FOURCE PER SQUARE NAILING SCHEDULE(TABLE 3.1) WOOD FRAME CONSTRUCTION MANUAL 2015,PG.149 SIMPSON BEAM HANGER SCHEDULE FOR PERMIT USE LIVE LOAD FOOT OF HORIZONTAL PROJECT(TABLE R301.6) GENERAL: MASONRY: NUMBER OF BEAM TO WOOD HANGER 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL 1. MATERIAL UNINHABITABLE ATT7IC�WITHOUT STORAGE(Ir) 10 TRIBUTARY :ASTM CaO,Fw =1750 PSI JOINT DESCRIPTION NUMBER OF COMMON NAILS BOX NAILS NAIL SPACING LOADED AREA IN SQUARE CODE OF THE STATE OF NEW YORK,LATEST ADDITION. 2. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE UNINHABITABLE ATTTICS WITH LIMITED STORAGE(b g) 20 ROOF SLOPE FEET FOR ANY STRUCTURAL MEMBER (2)1 3/4"X 7 1/4"LVL HUGS 2. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS, AND AC1530 99/ASCE 5-99/TMS 402-99 LATEST REVISION. ROOF FRAMING (3)1 3/4"X 7 1/4"LVL HU60 ARCHlTEGTURE AND MECHANICAL DRAW1N45. 3. ALL MASONRY UNITS SHALL CONFORM TO ASTM C-9O,75%SOLID,CRAPE N-1 WITH PM= HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 D TO 200 201 TO 600 OVER 600 (2)2-3/4"X 9 1/2"LVL U410 3. ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR THE GENERAL CONTRACTOR 1500 PSI MINIMUM. RAFTER TO TOP PLATE(TOE-NAILED) 3-Sd 3--IOd PER RAFTER BALCONIES(EXTERIOR)AND DECKS(6) 40 FLAT OR RISE LESS THAN 4 INCHES PER SHALL COORDINATE AND BE RESPONSIBLE FOR THE APPROVED SIZE AND LOCATION OF ALL 4. BRICK MASONRY SHALL BE ASTM C-216,GRADE SW,WITH TYPE,COLOR,TEXTURE,SIZE, (3)2-3/4"X 4 1/2"LVL HHUS 5.5/SO FOOT(1:3) 20 16 12 CEILING JOIST TO TOP PLATE(TOE-NAILED OPENINGS THROUGH ROOF,FLOORS AND WALLS. AND SHAPE TO MATCH EXISTING IN ALL RESPECTS. FIRE ESCAPES 40 ) 3-Sd 3--10d PER JOIST (4)1 3/4"X 4 1/2"LVL HHUS 7.25/10 4. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME, 5. MORTAR SHALL BE PORTLAND CEMENT TYPE'N'OR'S',ASTM C-270.MORTAR JOINT STYLE, CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 5-1" 5-26d EACH LAP GUARDS AND HANDRAILS(d) 200(lti) RISE 4 INCHES PER FOOT(1:3)TO LESS AND SIMILAR CONDITIONS,UNLESS OTHERWISE SPECIFICALLY NOTED. TEXTURE SIZE AND COLOR SHALL MATCH EXISTING BRICK (2)1 3/4"X 11 7/8"LVL HHUS 41.0 RICK MASONRY THAN 12 INCHES PER FOOT(1:1) 16 14 12 CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 5-16d 5-16d EACH LAP 5. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY 6. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED GUARD IN-FUULL COMPONENTS(f) SO(l� (3)1 3/4"X 21 7/8"LVL HHUS 5.5/12 6RACIN4 AND SHORING REQUIRED TO MAINTAIN STABILITY OF THE STRUCTURE DURING IN MORTAR OR GROUT IN WHICH REINFORCEMENT,METAL TIES,OR ANCHORS ARE PASSENGER G VEHICLE GARAGES(a.) 50(a) RISE 12 INCHES PER FOOT(1-:1 IL )AND COLLAR TIE TO RAFTER(FACE-NAILED) 2-10d 2-10d PER TIE CONSTRUCTION. EMBEDDED. 12 12 12 (4)1-3/4"X 11 7/8"LVL HGUS 7.25/1-0 ROOMS OTHER THAN SLEEPING ROOMS 4O GREATER BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END 7. METAL TIES AND ANCHORS SHALL BE OF CORROSION-RESISTANT METAL OR SHALL BE (2)1-3/4"X 14"LVL HHUS 410 COATED WITH CORROSION RESISTANT METAL. SLEEPING ROOMS 30 RIM BOARD TO RAFTER(END-NAILED) 2-ibd 3-16d EACH END FOUNDATIONS: (3)1 3/4"X 14"LVL HGUS 5.50/14 2. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING CAPACITY OF 2.0 a. CONTRACTOR SHALL PROVIDE AND ACCEPT FULL AND SOLE RESPONSIBILITY FOR ALL STAIRS 40(a) WALL FRAMING (4)2 3/4"X 14"LVL HGUS 7.25/14 TONS PER SQUARE FOOT.CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION TEMPORARY BRACING AND SNORING OF MASONRY. IS TO BEGIN SO THAT SOIL BEARING CAPACITY CAN BE VERIFIED AND FOOTING ELEVATIONS 9. ALL MASONRY WORK SHALL CONSIST OF MASONRY UNITS OF CONCRETE BLOCK ERECTED A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- ALLABLE DEFLECTION OF STRCUTURAL MEMBERS(TABLE R301.7) (2)1-3/4"X 26"LVL HGUS 412 ADJUSTED IF REQUIRED. PLUMB AND TRUE WITH NEATLY TOOLED JOINTS POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(1) 2-16d(1) PER FOOT 2. SACKFILL WITH APPROVED MATERIAL,BACKFILONG UNDER THE SLAB AND AROUND PIERS W. ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH GALV.WALL REINFORCING. B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR STRUCTURAL MEMBER ALLOWABLE DEFLECTION TOP PLATES AT INETERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS -EACH SIDE (3)1 3/4"X 16"LVL HGUS 7.25/10 ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE INLIFTS,NOT TO EXCEED 611. REINFORCING TO BE HEAVY-DUTY PUP-0-WALL D/A 3600 LADUR-EYE WITH PINTEL HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES,OR RAFTERS HAVING SLOPEAS GREATER THAN 3:12 STUD TO STUD(FACE:NAILED) 2-16d 2-lbd 24"O.C. (4)1 3/4"X 16"LVL HGUS 7.25/24 COMPACTION SHALL BE 957 OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. CONNECTORS@ 2 PER 1.77 S.F.OF WALL,ASTM NB-253,1.5 OZ./S.F.HOT DIPPED WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB WITH FINISHED CEILING NOT ATTACHED TO RAFTERS L/180 BEAM TO STEEL BEAM HANGER 3. EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD WEATHER GALVANIZED,2"LESS IN WIDTH THAN THE OVERALL WALL,PLACED 16"ON CENTER CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE HEADER TO HEADER(FACE-NA(LED) 26d 16d 16"O.G.ALONG EDGES 4. REMOVE ALL WATER FROM EXCAVATION PRIOR TO CONCRETE PLACEMENT, VERTICALLY.ADDITIONAL REINFORCEMENT SHALL BE PLACED IN THE FIRST TWO MORTAR 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE INTERIOR WALLS AVD PARTITIONS H/280 TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3-16d 2-40d PER STUD (2)1 3/4"X 7 1/4"LVL WPU 3.56/7.25 S. CONTRACTOR SHALL NOT BACKFILL A4AINS1 FOUNDATION WALLS UNTIL FIRST LEVEL JOINTS ABOVE LINTELS AND BELOW OPENINGS AND SHALL EXTEND AT LEAST 24"PAST THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT FLOORS L/360 BOTTOM PLATE TO FLOOR JOIST,BANDJOfST,ENDJOIST (3)1 3/4"X 7 1/4"LVL WPU 5.50/7.25 FRAMING IS SECURED IN PLACE. OPENINGS.REINFORCEMENT SHALL NOT PASS THROUGH THE REQUIRED BLOCK CONTROL CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 6. ALL REBAR SHALL.BE ASTM A-615 4RAPE 60. JOINTS. C. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY CELfNGS WITH BRITTLE FINISHES(INC.PLASTER&STUCCO) L1360 OR BLOCKING(FACE-NAILED) 2-16d(1.2) 2-16d(2,2) PER FOOT (2)1-3/4"X 9 1/2"LVL GLTV 3.59 11. CONTROL JOINTS ARE TO BE INSTALLED AS SHOWN IN S-202 AND THE ARCHITECTURAL DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING CEILINGS WITH FLEYIBLE FINISHES(INC GYPSUM BOARD) 1-/240 (3)1 3/4"X 9 1/2"LVL GLTV 5.59 CONCRETE: DRAWINGS. OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE FLOOR FRAMING I. MATERIAL:FIr=3000 PSI AT 28 DAYS,3500 PSF FOR PORCHES,CARPORTS&GARAGE 12.. REINFORCING REBAR SHALL BE ASTM 615 CRAPE 60. GREATER STRESSES. ALL OTHER STRUCTURAL MEMBERS L/240 (4)1 3/4"X 9 1/2"LVL 4LTV 49.5-2 SLABS. 1.3. GROUT SHALL CONFORM WITH ASTM C476 WITH A MINIMUM STRENGTH OF 3,000 AT 28 P. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT EXTERIOR WALLS -WIND LOADS(a)WITH PLASTER OR JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-sd, 4-10d PER JOIST (2)1-3/4"X I.J.7/9"LVL GLTV 3.51-1 • MAX SLUMP:4 INCHES DAYS.. ALON4 THE TOP. STUCCO FINISH H/360 BRIDGING TO JOIST(TOE-NAILED) 2-8d, 2-10d EACH END (3)1 3/4"X li 7/8"LVL HGLTV S.s11 MAX WATER-CEMENTITIOUS RATIO=0.40 FOR CORROSIVE PROTECTION OF STEEL 1.4. FILL TOP COURSE OF MASONRY SOLID WITH MORTAR E. SEE SECTION R507.2 FOR DECKS ATTACHED TO EXTERIOR WALLS. AIR ENTRAINMENT. 7%+/-1 OR 1.57.AT POINT OF PLACEMENT F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL), EXTERIOR WALLS -WIND LOADS(a)WITH OTHER BRITTLE BLOCKING TO JOIST(TOE-NAILED) 2-80t. 2-20d EACH END (4)1 3/4"X 11 7/8"LVL HGLTV 411.99-2 2. CONCRETE: LUMBER: BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A FINISHES H/240 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-3-6d EACH BLOCK HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA (2)1 3/4"X 14"LVL 4LTV 3.514 PORTIAND CEMENT.ASTM 0150 TYPE 1 I. MATERIAL: DOUGLAS FIR LARCH NO.2 LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST • NORMAL WEIGHT AGGREGATE:ASTM G 33,UNIFORMLY GRADED:SEVERE R,= 825 PSI EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT EXTERIOR WALLS -WIND LOADS(a)WfTH FLEXIBLE FINISHES L/120(d) (3)1 3/4"X 14"LVL HGLTV 5.514 WEATHE.RIN4 REGION,BUT NOT LESS THAN 3/8".NORMAL MAX.AGGREGATE SIZE Fv--= 95 PSI CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. LINTELS SUPPORTING MASONRY VENEER WALLS(6) L/600 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-9d 3-1-0& PER JOIST (4)1 3/4"X 14"LVL HGLTV 414-2 1/2" Fe,PERP=625 PSI G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST • WATER:POTABLE AND COMPLYING WITH ASTM G 94 e,=1,600,000 PSI CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INCHES OR GREATER, A. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND (2)3-3/4"X 16"LVL GL Tv 3.516 3. ADMIXTURES: 2. LAMITATED VENEER LUMBER(LVL) T OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(2) 3-16d PER FOOT (3)1 3/4"X 16"LVL H4LTV 5.51.6• AIR ENTRAINMENT:IN ACCORDANCE WITH AG 301-17 TABLE 4.2.2.4 -77 FOR Ft,=2,900 PSI CONFIGURATIONS CAPABLECLADDING(ASP)OF ACCOMMODATING AN ASSUMED RECTANGLE )LOADS OBTAINED FROM TABLE R301.2(2). (4)1 3/4"X 16"LVL H4LTv 416-2 SEVERE EXPOSURE Fv-=290 PSI 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE ROOF SHEATHING PLANE OF THE TRUSSES. CANTILEVER. JOIST/RAFTER TO WOOD HANGER C HI61TO .OR M f MIXED C ADMIXTURE:COMMERCIALLY FORMULATED,ANODIC Fe,PERP=650 PSI WOOD STRUCTURAL PANELS sd 1-0d 6"EDGE/6"FIELD Z C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED W ROOFS OR WALLS tNHIBITG'R OR MIXED CATHODIC AND ANODIC INHIBITOR CAPABLE OF FORMING A E=2,000,000 PSI TJI 230 9 1/2" IUS 2.37/9.5 THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OF SUN WIC ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS DIACONAL BOARD SHEATHING TJI 560 Q PROTECTIVE BARRIER AND MlNIMlZlNG CHLORIDE REACTIONS WITH STEEL 3. LAMINATED STRUCTURAL LUMBER(LSL,POWER BEAMS) OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. 11 7/8" IUS 3.56/21.88 Q REINFORCEMENT IN CONCRETE. Fb,=2,800 PSI OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS 1"wb"OR 1"X8" 2-Sd 2-20d PER SUPPORT FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF z 4. ROD REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A615,GRADE ARE MET:60 TYPICALLY; Fv-=290 PSI CLASS,VE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/1 R 75 FOP.EACH 1"w10" PER SUPPORT TJI 560 14" IUS 3.56/14 OR WIDER 3-Sd 3-10d 0 GRADE 40 FOR TIES AND STIRRUPS. FIr PEP =740 PSI JOIST/RAFTER TO STEEL HANGER H 5. MESH REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185 AND A82. E=2,100,000 PSI 1. THE ATTIC,AREA IS ACCESSED FROM AN OPENING NOT LESS CLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE MEMBER,WHICHEVER IS U 6. ALL DETAILS,WORKMANSHIP AND PROCEDURES SHALL CONFORM TO AG 318 LATEST 4. TREATED LUMBER(P.O..) THAN 20 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS MORE STRINGENT.FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF CEILING SHEATHING TJI 230 9 1/2" ITS 2.37/9.5 LOCATED WHERE THEE CLEAR HEIGHT IN THE ATTIC IS NOT LESS SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL TJI 560 11 7/8" MIT 412.88 H ADDITION. FL•= 975 PSI NOT EXCEED L/120. GYPSUM WALL BOARD Sd COOLERS Sd COOLERS 7"EDGE/10"FIELD 7. ALL BARS MARKED"CONY'SHALL BE LAPPED 40 BAR DIAMETERS AT SPLICES AND Fv=1-75 PSI THAN 30 INCHES. O CORNERS AND SHALL BE HOOKED OR EXTENDED 2'-0"MINIMUM. F/,PERP=565 PSI 2. THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT D. DEFLECTON FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH TJI 560 14" WPI 414 GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. ROOF SHEATHING U S. CONCRETE POURS IN WALLS SHALL NOT EXCEED 60 FT IN LENGTH OR 40 FT FROM CORNER E=1,600,000 PSI E. REFER TO SECTION R703.S.2. NO HORIZONTAL CONSTRUCTION JOINTS IN WALLS ARE PERMISSIBLE. 5. TIMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 3. REQUIRED INSULATION DEPTH 15 LESS THANTRUSS WOOD STRUCTURAL PANELS gat,OR 6"EDGE/12"FIELD El 9. CONCRETE POURS OVER STEEL PECK SHALL NOT EXCEED IN 100 FT IN LENGTH IN EITHER 6. ALL FLUSH FRAMING TO BE SUPPORTED ON METAL HANGERS WITH SAFE LOAD CARRYING BOTTOM CHORD MEMBER DEPTH. DIRECTION. CAPACITY OF REACTIONS INDICATED ON PLANS. STRUCTURAL FIBERBOARD PANELS 'FLUSH' 10. FILL SOLID WITH CONCRETE AROUND SLEEVES,SLOTS AND DUCT OPENINGS IN FLOORS. 7. ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS I.J.GA.GALV.ROOFIN4 NAIL z SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE 1/2, 0.220"w1-1/2"LONG w7/16"HEAD 3"EDGE/6"FIELD 11. CURING OF CONCRETE IS TO START AS SOON AS SURFACE WILL NOT BE MARRED BY NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ( ) CEILING JOIST 0 FINISHING.IT IS NO-r PERMISSIBLE TO DELAY CURIN4 UNTIL THE NEXT MORNING AFTER S. ALL TJI ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. CONCRETE IS CAST: SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING AND WEB STIFFENERS At BEARING 11 CA.GALV.ROOFING NAIL2S/32" 3"EDGE/6"FIELD \ H 12. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CONSTRUCTION/CRACK CONTROL POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE (0.120"w2-3/4"LONG w3/8"HEAD) - JOINTS IN INTERIOR SLABS. DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE HDG HANGERS AS 9. ALL TRIM JOISTS ARE H L INSTALLED U ACCORDANCE WITH THE MANUFACTURER'S GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/10"FIELD MF0P BY'SIMPSON' CONSTRUCTION AND CRACK CONTROL JOINTS IN THE WALLS ARE TO BE SPECIFICATIONS AND SHALL INCLUDE SQUASH BLOCKING,PLYWOOD GUSSET PLATES AND APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF W THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS HARDBOARD ad[, ad, 6"EDGE/22"FIELD Z RECESSED INTO THE CONCRETE SURFACES BY APPLYING RUSTICATION STRIPS ON WEB STIFFENERS AT BEARING POINTS ON GIRDERS AND OTHER LOAD BEARING AREAS. U THE FORMED SURFACES.WATER STOPS,KEYWAYS AND JOINT SEALERS ARE TO BE 1-0. PROVIDE SOLID BRIDGING AT SUPPORT AND EVERY EIGHT FEET OF SPAN SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE PARTICLEBOARP PANELS ad, Sd (SEE MANUFACTURER) 'UPSET' z USED.ALL JOINTS ARE TO BE FILLED WITH SEALANTS IN ACCORDANCE WITH 11. ALL SPLICES IN FRAMING MEMBERS TO OCCUR AT SUPPORT POINTS. ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. (� AG-504R 3.2. FLITCH BEAMS TO BE CONSTRUCTED WITH 1/2"DIAMETER THROUGH BOLTS AT 16"O.G. DIACONAL BOARD SHEATHING Q BONDING AGENT IS TO BE USED A7 LOCATIONS WHERE CONCRETE IS PLACED STAGGERED.PROVIDE 2-1/2"CLEARANCE FROM TOP AND BOTTOM EDGE. 1"><6"OR 1"XS" 2-Sd 2-10d PER SUPPORT CEILIN4 JOIST W AGAINST'HARDENED OR PARTIALLY HARDED CONCRETE SURFACES 1-3. DOUBLE JOIST UNDER ALL NON-BEARING PARTITION WALLS. mom 13. FINISHING: 14. PROVIDE 3-1/2."w 3-1/2"PSL POSTS SUPPORT FOR ALL FLITCH,LEVEL AND GLU LAM BEAMS 1"w10"OR WIDER 3-8d, 3-10d PER SUPPORT PATCH ALL TIE HOLES AND OTHER SURFACE DEFECTS. UNLESS OTHERWISE NOTED.PROVIDE SOLID BLOCKING BELOW ALL POSTS DOWN TO I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHIN4 NAILED 6"ON-CENTER AT THE PANEL EDGE.ALTERNATE NAILING \ • AS REPAIR SURFACE DEFECTS SUCH AS COLOR AND TEXTURE IRREGULARITIES, FOUNDATION HP.'HANGERS SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED.FOR EXAMPLE,IF WALL SHEATHING IS NAILED3 MFG'D BY'SIMPSOO N' CRACKS,SPALLS,HONEYCOMBS,ROCK POCKETS,FINS AND OTHER PROJECTIONS 15. PROVIDE(2)2w10 HEADERS FOR ALL OPENINGS UNLESS OTHERWISE NOTED. INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL ON THE SURFACES. 16. PROVIDE SIMPSON H-10 CONNECTORS BETWEEN RAFTERS AND WALL PLATE,TYP. MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN LOAD PATH. W COVER ALL EXPOSED SURFACES WTH A PARGE/STUCCO MATERIAL INSTALLED IN 17. PROVIDE SOLID BLOCKING UNDER ALL NON-BEARING WALLS ABOVE. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL SE PERMITTED 'DROPPED' ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.COLOR AND TEXTURE 1S. ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH MATERIAL. TO BE REDUCED TO 1 -16D NAIL PER FOOT. TO BE DETERMINED BY THE OWNER 19. FRAME OUT FOR HEATING,PLUMBING AND ELECTRICAL AS REQUIRED. FLOOR JOIST U 1.4. TESTING: 20. ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL BE AS PER DETAILS INCLUDED Q CONTRACTOR IS TO ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO IN THESE DOCUMENTS AND THE RESIDENTIAL BUILDING CODE OF NYS(LATEST EDITION). z SAMPLE AND TEST SAMPLE MATERIALS. 21. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE WITH R502.1 PROVIDE SQUASH 0 TESTING FREQUENCY:1 COMPOSITE SAMPLE FOR EACH DAY'S POUR OF EACH MATERIALS FOR LOAD BEARING STUDS,PLATES AND HEADERS TO BE IDENTIFIED IN ,I BLOCKS CONCRETE MIX EXCEEDING 5 CUBIC YARDS,BUT LESS THAN ZS CUBIC YARDS PLUS ACCORDANCE WITH R602.1. V U ONE SET FOR EACH ADDITIONAL 50 CUBIC YARD OR FRACTION THEREOF. ;2. ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC ARE TO BE GALVANIZED OR DROPPED SLUMP -ASTM C-143,1 TEST AT POINT OF PLACEMENT FOR EACH COMPOSITE STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE GIRDER/HEADER Ln SAMPLE,BUT NOT LESS THAN 1 TEST FOR EACH DAY'S POUR OF EACH CONCRETE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE z MIX NAILED/BOLTED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 'FLUSH' 0 AIR CONTENT-ASTM -C-231,PRESSURE METHOD.1 TEST FOR EACH COMPOSITE 23. ALL FLOOR SHEATHING IS TO BE 2-5 32.INCH AG TYPE PLYWOOD,TONGUE AND GROOVE,WITH SAMPLE,BUT NOT LESS THAN 1 TEST FOR EACH PAYS POUR OF EACH CONCRETE AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE IISSUES / REVISIONS ❑ MIX. FLOOR JOISTS(6"O.G.EDGES AND 12"O.G. FIELD). FLOOR JOIST COMPRESSIVE TEST SPECIMENS:ASTM C-31/C-31-M CAST AND LABORATORY 24. ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED EXPOSURE 1 PLYWOOD AND SHALL DESCRIPTION DATE No. z CURE 1 SE T OF 4 STANDARD CYLINDER SPECIMENS FOR EACH COMPOSITE BE FASTENED TO THE STUDS AS PER THE NAILING SCHEDULE ON THIS SHEET. SAMPLE. 25. WALLS ARE TO BE FRAMED WITH;X6 INCH STUDS SPACED.16 INCHES O.G.UNLESS PROVIDE SQUASH ISSUED FOR BUILDING PERMIT z BLocKs 9/21/22 1 W COMPRESSIVE STRENGTH TESTS: ASTM C-39 TESL 2 LABORATORY SPECIMEN AT INDICATED OTHERWISE. 7 DAYS AND 2 AT 28 DAYS. 26, ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE HD4 HANGERS AS 0 TESTS ShIALL BE REPORTED TO THE ENGINEER,CONCRETE MANUFACTURER,AND SIMPSON TYPE 304 OR 316 STAINLESS STEEL. MFe;v BY'SIMPSON' CONTRACTOR WITHIN 48 HOURS OF TESTING. 27. ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. STRENGTH OF CONCRETE WILL BE:ONSIDERED SATISFACTORY IF EVERY AVERAGE W OF ANY THREE CONSECUTIVE TESTS EQUALS OR EXCEEDS SPECIFIED STRENGTH MOISTURE PROTECTION: TYPICAL HEADER/BEAM DETAIL Q AND NO TEST VALUES FALL BELOW THE SPECIFIED VALUE BY MORE THAN 500 1. FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO NOT TO SCALE z PSI. WITHIN 12"OF GRADE WITH THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS U IS. PROVIDE 60 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS. MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. V) NOTE:TYPICAL DETAILS ARE TO SHOW INTENT W 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ONLY.JOIST TYPE AND SIZE MAY VARY.VERIFY Gl STRUCTURAL STEEL: ASPHALT INTEGRALLY BONDED TO POLYETHYLENE SHEET BtTUTHENE AS MANUFACTURED CONDITION PER DRAWINGS. ❑ I. MATERIAL:ASTM A36 FOR STRUCTURAL STEEL ASTM A500,CRAPE B(Fy=46 KSI)FOR BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO COMPLY WITH STRUCTURAL TUBE MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS 2. WORKMANSHIP:AISC"SPECIFICATIONS FOR DESIGN,FABRICATION,AND ERECTION OR ARE REQUIRED DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND TYPICAL HEADER DETAIL SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. SATISFACTORY PERFORMANCE OF THE WORK. /r1n - 1 1-011 MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE C7 3. SQUARE,RECTANGULAR AND CIRCULAR COLUMNS ARE TO BE ASTM SPECIFICATION A500. 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED UV ACCORDANCE WITH GG PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS Ln 4. SHOP AND FIELD CONNECTIONS SHALL BE WELDED USING E70XX SERIES ELECTRODES OR SECTION R324. W Q BOLTED WITH 3/4"DIAMETER,A-325 FRICTION BOLTS. 4. FLASHING TO BE PROVIDED AT AW HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS, U 5. BEAM CONNECTIONS SHALL BE GENERALLY 14 ACCORDANCE WITH AISC,MANUAL. AND GRAVEL STOPS INCLUDING ALL INTERSECTIONS OF ROOFS WITH VERTICAL OR SLOPING Addition/Alteration Fes, 6. COLUMNS SHALL BE PLUMBED AND BRACED WITH TEMPORARY BRACES UNTIL LATERAL SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER.ROOF PENETRATIONS.MATERIALS BRACING MEMBERS ARE IN PLACE. FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL FLASHING Stack W7. ALL COLUMNS ARE TO BE BOLTED TO STEEL GIRDERS WITH 12"BOLTS OR UNLESS AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC,MATERIAL UNLESS OTHERWISE OTHERWISE SHOWN ON THE PLANS. APPROVED.BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF Residence U s. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS AND JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY, OVER ALL COLUMN SUPPORTS. AND ROOFING TRADES. 9. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO S. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS.DOUBLE INSULATED,SELF-FLASHING WITH 765oNassau Point Road AWS AND AISC STANDARDS AND USEING E70KX ELECTRODES. INTEGRAL CURBS.UNITS TO BE ALIGNED WITH SLOPING ROOF FRAMING. CutChogue, NY 11935 10. PROVIDE STEEL SHOP DRAWINGS FOR REVIEW AND APPROVAL BY STRUCTURAL ENGINEER 6. CAULK.AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS PRIOR TO STEEL FABRICATIONS. REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT I.T. PROVIDE LOOSE LINTELS AS LISTED BELOW FOR OPENINGS IN MASONRY WALLS UNLESS ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. OTHERWISE SHOWN ON DRAWINGS: A. OPENINGS UNDER 4'-011:L4w3-2/2w5/16 PILES: B. OPENINGS 4'-d'TO/o'-O":L5w3-1/2w5/16 I. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY G. PROVIDE ONE ANGLE FOR EACH 4"WIDTH OF WALL:LENGTH=M.O.+16" DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO . [312. ALL GIRDER SPLICES ARE TO BE MADE ABOVE COLUMNS. CONSTRUCTION. �^h � � ✓ s` J 13. STEEL IS TO BE PRIME COATED. 2. 10 INCH DIAMETER CCA TREATED PILES.NOTCH PILES TO CREATE SHELF FOR WALES.PILES �. A R C H i T E C T U R A L 1.4. ALL STEEL LOCATED ON THE EXTERIOR TO OF GALVANIZED OR STAINLESS STEEL. ARE NOT TO BE NOTCHED MORE THAN 50%OF GROSS SECTION.DOUBLE BOLT EACH PILE 15. UNLESS INDICATED OTHERWISE,ALL INTERIOR COLUMNS ARE TO BE BOLTED TO STEEL WITH 3/4 INCH HOT DIPPED GALVANIZED ASTM 307 BOLTS,NUTS AND WASHERS. DESIGN, P L L C GIRDERS WITH 1-2" BOLTS AND ALL PERIMETER COLUMNS AND BEAMS ARE TO BE WELDED. 3. ALL PILES ARE TO HAVE A MINIMUM BEARING CAPACITY OF 20 TONS UNLESS OTHERWISE 16, STEEL FABRICATOR.TO PROVIDE 9/16"DIAMETER HOLES SPACED AT 16"O.C.STAGGERED AS NOTED ON THE PLANS.THE PILE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COPY PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM NECESSARY TO ENABLE STEEL TO BE SECURED TO WOOD PLATES TO THE TOP AND BOTTOM OF THE PILE INSTALLATION LOG INDICATING PILE LENGTH AND BEARING CAPACITY. FLANGES AND PACKING TO THE WEB AS NECESSARY. 4. PILE DEPTH MUST BE A MINIMUM OF 10 FEET BELOW MEAN SEA LEVEL. TEL:(631) 56o-79o8 wbarba@bardarch.com 17. ALL CONTINUOUS COLUMNS TO BE LATERALLY SUPPORTED AT INTERMEDIATE FLOORS. 5. PILES ARE TO BE DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS 18. SHOP DRAWINGS FOR ALL STEEL CONNECTIONS TO BE PROVIDED TO THE ARCHITECT AND DRAWING. APPROVED PRIOR TO FABRICATION. 6. ALL WALES,TIE BEAMS,AND BRACES ARE TO BE WA TREATED NO.2 YELLOW SOUTHERN UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS PINE' DOCUMENT IS A VIOLATION OF NEW YORK STATE STEEL JOISTS: 7. ALL FLOOR JOISTS ARE TO BE SECURED TO ALL GIRDERS WITH SIMPSON HURRICANE TIES AS LAW 1. ALL STEEL JOISTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS K- SHOWN ON THE DETAILS. SERIES,ADOPTED BY THE STEEL JOIST INSTITUTE OF STEEL CONSTRUCTION,INC.AND s. TREAT ALL DRILL HOLES AND END GRAINS IN THE ENDS OF KNEE BRACES THAT EXTEND RECOMMENDED CODE OF STANDARD PRACTICE. BELOW GRADE WITH WOOD PRESERVATIVE. JOB No. 2. JOISTS SHALL CARRY DESIGNATED LOADS AS INDICATED ON PLANS AND CORRESPOND TO LOAD r3EARINC CAPACiTY IN ACCORDANCE WITH S I. TANDAR D LOAD TABLE BASED ON I PILES, 2133 CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY MAXIMUM ALLOWABLE TENSILE STRESS OF 30 KS �f 1 C 3. ALL JOISTS E SHALL SE WELDED TO SUPPORTING STEEL. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO DATE <rc �• OAF?, 1` x 4. BRIDGING SHALL BE OF THE DIAGONAL TYPE IN ACCORDANCE W/STANDARD CONSTRUCTION. `,C� '. �, , Ruq ` SPECIFICATIONS. 2. 10 INCH DIAMETER CGA TREATED PILES. 3. ALL PILES ARE TO HAVE A MINIMUM BEARING CAPACITY OF 20 TONS.THE PILE 05/27/22 CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COPY OF THE PILE INSTALLATION LOGS INDICATING PILE LENGTH AND BEARING CAPACITY. DRAWN BY 4. PILE DEPTH MUST BE A MINIMUM OF 10 FEET BELOW MEAN SEA LEVEL. BB 5. PILES ARE TO BE DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THISS+% 10 DRAWING. 6. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. Z SCALE " 7. ALL REBAR ASTM A-615 GRADE 60. «�! Q AS NOTED � L =. Lr 0 Uu DRAWING TITLE DWG No. U CO STRUCTURAL z S-ZOO 0 0 NOTES w I- 0 Z KEYED NOTES: TYPICAL JOIST TO FLUSH STEEL BEAM DETAIL TYPICAL JOIST TO FLUSH WOOD BEAM DETAIL ALLOWABLE HOLES AT TJI JOISTS TYPICAL TRIM JOIST DETAILS FOR PERMIT WOOD BEAM ll/r" round holes may be cut anywhere 4 TOP NAILS-TWICAL THA Min. distance from Table A Min. distance from Table B in web outside of hatched zone MINIMUM NAILCONFIGURATI01 if they are located 3" away ` horizontally (edge-to-edge) � EY MIXED GRAVEL, 0.0, ®I$. from a larger hole. SAND&LOAM @ 1IO ArDT cut holesBROWN SILTY SAND sM o in cantilever VV" l� UH' 4rc4 { 12m rei�rfvrcement. � tt��F �J p v " f} FACE NAILS 6" L.I L UI III Closely grouped round `2 2 x L� D� TV � i/�nit r'� PALE BROWSANDN FINE sP 01 No field cut minimum holes are permitted if minimum No field chales larger holes in (applies to all the group perimeter holes in than 1112"in s s hatched zone; holes except meets requirements for hatched Zane; cantilever DROWN SILTY SAND sM !lU NOT cut or ♦ {) knockouts knockouts) round or square holes knockouts — 32"wH"><,3/4"PLYWOOD 1O'Ol o notch flange. 48"xN"x,3/4"PLYWOOD / d permitted permitted GLUED AND NAILED TO GLUED AND NAILED TO BOTH FACES WITH 10& BOTH FACES WITH wd, NAIL 3"O.G.CENTERED NAIL 3"O.C,CENTERED OVER BEARING POINT PALE BROWN FINE JOIST STRAIGHT NAILS OVER BEARING POINT SAND sP SIMPSON STRONG TIE Table A—End Support: Minimum distance from edge of hole to inside face of nearest rand support Simpson Strong-Tie, GUSSET DETAIL THA(on I-beam) THA422 STRAP HANGER joist Round Hale Size Square or Rectangular Hale Size FACE MOUNTED GIRDER TII-01 Depth 2" 3" 4" BY? S1/a" 11" 13" 2' 3" 4" 6Vitt B7/a" 11" 13" — — — — — 15A, GROUND WATER --i WATER IN PALE 110 11 4" F-6" � 2'-0" ; 5'-0" I I 1'-0" 1'-6" 1 2'-6" 4-6" __ BROWN FINE SAND sv STUD NOTCHING AND BORING LIMITS 210 F-Qa jr_611 s 1_ " 1 1 " - --'-- _ � 5 � � I. 1!_(;II � r}k_/111 1 ryk-6„ �I,-41„ ._.. ...... ............za. .._.___ ....-. F _.__..__ .. _ n e n r u ry �� 230 6 -Q 2' G" 3'-lA„ i .__.y'-1)"_.._. ..._...,._.,...,...,'....__,... TEST HOLE DATA 131: 360 1 -6 2'-0" 3 `p_. *4 6'-�} T-6" ' 3'-6" ;�'-6" FLOOR AT LOAD BEARING WALL DETAIL r n " l a INFORMATION ABOVE REFERENCES Notch 560 1'-6" � 21-6" i_ 3'-6" l`-�" I �e-�ja �.-�n I A I_Qn I 61_�ga SITE CONDITIONS ON DEG.16,2022 BY rV 1l i 'MCDONALD GEOSGENCe depth z 1 l4ld 110 1'-0" 1'-0" 1'-6" 2'-G" I 5'-6" 1 -G 1 -6 21-011 1 4'-611 61-0" 1 n r n Hale edge r u k rn 1 nn 1 a rr q f a r " r rn E 1 a f n (HIGHEST EXPECTED GROUNDWATER @ 41 Outer 1!$Of1 -6 2-O 3-0 1 {�`� j 1 - 1 -6 2-6 ! ,�-O 6-�G 2-16d,DIRECT @ TOP distance>5!S° 210 1 _ lu Y VA" - T A.P.A.RATED SUBFLO R ELEVATION O. . __. - Ir i k n � e " �,_ ...r....,' _ .._..I. 11....'- 1 .r_ i. 1....1'.- Hole diameter sy ry r r n e .- -� ry q P EA (DE span Oltl 123D 1 1 6 -t1 3 I -6 ! -O ! -6 J-} 7- NAILED AND GLUED O n 1 a r ... ,/'-.`Stud 60 -. I-6___.. 2 u_ 7'-U" .-„5-6 I R-O__..._. .. - I'-6" 2 -6" T-6" LJ'-G" T-6�.._ 1-16d.DIRECT EACH SIDE 3 d Hole di 360 1 6 2 -0 31.0_ +1 -6" 1 r''0" I Q Single Stud Hole diameter r n 1 1 n r " _ _.. ... _-,a-= -k nf r a a s Qr n - ____._.._ _ __ SIMPSON THA422 • ,�l6d _. _ 2`6 3 -6 a-6 i - _ $-Q STRAP HANGER Z 1 1 " 1 " e x r " o.D' Double Stud 110 I'-O" 1.-0" 1'-0" 1'-6" i 3`-0" 5'-6" 1'-0" r-O" I 1-6 I 3-6 i 6-0 B-O I u� ,"E�_�2$__ O - 1 ° 1 H__ - -.-._._.� -_ . . __ __ _- DARK BROWN LOAM oM c� Plate 210 1's0 I�Q 1 -0 2'-0" 3-6 6-0 1"-O" l'-O" I 2'-0" i 4'-0" G'-G" =o _-' 1430 1 Q I — e — 7 -Q .^0_.. ! -U 1k-Qn f I1 Qu �1^r�u Ie- " 71_�yu y11-ran — 4X NAILER sM 0.' Hale edge 1. _./...__._. :._......-.._,- J 41 l j BROWN SILTY SAND dlStartce> /A,w 360 F-0" 14'-01" �'`V" • 3k-6n ? Vk-6a 8'-D" '_.__.__. _.._.._/ N I_..._.'M ' � ' ."•_.-:W.._.1 11..._..` +fl-�M o 1 -O 1 -6 7-6 6-i1 8 l7 EI.g g' 30 0 560 I'-0" j'-0` 2'-O" 4`-6" 6'-G" 9'-0" I`-6° 13'-0" 4'-0" j 7'-4" 0'-0" 10'-0" 1 n 1 a 1 a w „ r n 1 a r " r n 1 11 1 o ! 1 a STEEL BEAM 110 1'-O" i 1'-0" 1'-O" I-O 2'-Q" r-{�„ 51-011 It-On I 11-{�" 1+_{}n 3r-O" 5-6 7- I 10-O PALE BROWN FINE 21t) 1'-0" !'-{}" 1'-O" I I'-O° 2_G � �-----__._. `�``- _ _ I_3-6 G-O 3-O... 6'-6" i V-0" 11'-0" SAND Sp E - I -0 1 -0 1 -0 Z 16 230 1 -0 1 -0 I 1 -O , 1 -6 3'-0" 4 -0 7 -O 1 -0 l°-0" ! 1'-Ll" T3 -6. 7_ 1]'- ,�. _!, -..._... ._.., , m ,_. ,_ a 1 " e H r I1 4 1 n / it 1 N i r k-- 11 ,• I tl 360 1 -0 1 -0 I 0 .2 6 A_ -_,__.. v,S._ _�__p.- _1_._p�_ _wl _ __...I._..1, _ .. ,._. . O ;aap .(.—D''0 ! j lk`Ba CANTILEVERED FLOOR TRIM JOIST GUSSET DETAIL 1 ' _� r " I ._`--11 1_....a .� '- " _e�n� r_ n t_ a r_ a �r_ " ! _AYi a- " Y I TYPICAL SILL PLATE:ANCHORAGE TO FOUNDATION WALL 5SQ it-ON 11.011 11_nit I '�r_G■ 51_nu 7r_t n 16r_tT11 j1_fya � 2r_/111 3r O11 1 61_6a 10r_0n 111_f5a 1.j+_0a BROWN SILTY SAND sM O EI•ia' Z Table SAND ti.a PALE BROWN FINE B--Intermediate or Cantilever Support: Minimum distance from edge of dale to inside face of nearest: intermediate or cantilever support GROnUnN�D WATER _ Sp z_ Wall Stud Joist Round Hole Size Square or Rectangular Hole Size — — — Till" TRIM JOIST TO FLUSH STEEL BEAM Q Anchor Salts and Depth 2" 3" 4" B'/3" Sr/a" 11" 13" 2" 3" 4" 6�h" 87/a' 11n 13n M Bottom Plate Washers as required - WATER IN PALE SP Sill Plate 110 rye-j7a 21-fill 31-6a 71-6" _ 1"-G" i 21-5n 3�•6„ i 6i•6, w II ;_ , " .r r p•--.+._.._, . _.s.. _-21 " •.-._._ ' _.._._.__�__._.,._..._._,.._.. BROWN FINE SAND Anchor Batt -_ ..�___..�.._.._.___.: ___-_,_ ._ �_-,_---__ __ (see 3.2.2.7) 210 2'-0" ..,2-6 + 3-6 � 8-0 I 2-0.--�---3-4 V._O__. T Y�. ` Floor Joist 9�/z" 230 2'-6"_ 3'-O" 4'-0* ' 81-6" 2'-0" ! T-6" 4`-6" 7'-6" 360 3-4 4-O _ 5-G -0 3-0N 4 -6 y 5 j I5 19.0' r x 1 n i 1 " 1 n I „ 1 " i r u 4 fin 81 U" GCh W - e a l 11 1 tl 1 r , «. i `. .'+.. ; u.. Up C ry 9 r n 3 r� AA �S k� �� � 1'� 560 3-U 5 -0 6-O 1 10-AJ 4 -0 i -Q 6 4 O -O 0-5 TEST HOLE DATA 62: U :.�. 1 n r u I 1 n e a s e u i r r -- t 1, _ ... k n 1- n.. . -.. a wr 1 aLDfREGTEACHSI E �- BEAM I l a 1 -0 1 -(l 1 -6 �! -0 A-15 { 1 -0 l -6 2 Fi i 1 0 6 ..__ _ ______.__,s_ _.._._._ .______ - _ __.-_ ,. _- .._ 1- 6 D INFORMATION ABOVE REFERENCES Q 210 1'-0" .I'-0" ! 2'-0" +'-6" i 9r-O" I 1`-�" i 2'-0" 3'-U" O'-0" 4 10'-On SITE CONDITIONS ON DEG.16,2022 BY Sill Plate —_ ---. — ! ___._ _�v_ _ __ __ ___-. �`-'— _I 'MCDONALD 4EOSGENCE' z 117/S" 230 2'-0" 2'-6' I 5'-0" i 10'-0" i 1`-0" 2'-6" 3'-6° $'-6" 10'-6" Fadatio all —_ _w___.__________.__. .—________________.__--_..__._._.___----.__..___- _ _...___..-- - _ -.- Steel Strap 04 560 1-6 3 -O l- r .- n IN-Olt _ q 0" ' k n i o r u I [� .•....,,,_i,._,_...i n m e 11 _ (HIGHEST EXPECTED GROUNDWATER @ u {see 3.2.2 3� 360 2 O 3-0 ;.,_,44k�0a i 8-� I2' -0 � 3-0 �4 -fi 6-0 I O-6 ]?,-Do. ELEVATION o.4'> 110 r-0p _.l+=r�'�._I_P-Do_ 21-10" 4'-6" , 31-6a —_ I1-0" 11-01, 1'-0' Y-0" 9'-0" l IT-0" . 210 I_-0-N(._11-0" 1'-4" -4 2'-6" 5'-6" I 9-6"1 _ 1'-0" 11_011 2'-08 61-0"�: 10'-0" 1 13, 14" 230 P-O' P-O' I'-0" 3'-6" 6'-O" IO'-6" 1'-0" 1'-0" 2'-G' 6'-G" I1--0" 1 13'-6" _ _ _._._.__.. ..__. _.._ I 4 _. ISSUES / REVISIONS l a r a e n r a I n r n k u l a l a e n e n r n _ _- `€M1fY - 11 STRON46AC4c MAY BE INSIDE 36D 1 -0 1 -O 2-O 5-Ca $-6 12-6 1 -O 2-O 4-O $-O I2-O 6 l+ -0 I OR OUTSIDE,TOP OR BOTTOM DESCRIPTION DATE No. _, ..... ._ ._.. _.. .......,._v.. . .....-..-_.__.. _ 560 I,-Ott 1'-0" It-Go Jr-6u 91-ru 13r-6tl 1 r-ryu 31-/y" i Jt- " 1 q1-�" 1 ' OF CHASE VERTICAL,NAILED Z .1[� S} 11 llll i U W/2-16d NAILS ISSUED FOR BUILDING PERMIT 9/21/22 1 W 110 1'-0a f 11_[}"_ �.__Ir-nn __1'-O" f 2'-6" 1 5'-0" 18"-6" 1'-0" I l'-0' I 1'-Q" I ;l'-6" t3'-6" 111`-6" I I`�'-0« Q 210 1'-0' 1° 0" �[ 1'-O" 1'-O° ! 3'-6"--1J 6'-0" IO'-0" 1'-O' 1'-0° 1_ _�0" d'-6" l0'-O" " 1Z'-6" ` 16' {l" 2X NAILED W/ O - �_ ..._...-_. _- _ - _ �� �� 1 2-14 NAILS ` t' n �k 1 a r „ 1 u 1 r" / Ir e u 9 r „ 1 a r n !! k nn ! r u 1 n R 1 1 a 1 ra 16d'DIRECT EACH kl? 23Q 1 -O 1 -O 1 -O I -6 i �+-� -6 11 -Q 1-Q 1 -0 i 1 -9 I -0 1O-6 ; 13-6 -1 G-G TOP&BOTTOM SIDE FILL BOTTOM HOLE k e r n „. r- ".. .,. 1. w .. .:' N.,. _..,.' "......,._.. r n 1.....a.._,_....__.1_._.-" r-.._n............. 1- ._...__•__._A..__.-_......-.----------- 360 7 1 -'O � I -11 I O 3-l) �)-� IO'O 13 -6 1 -U 1 I '� � � -O � 6 , 13'-O" 1`II-rr i I�1-�r OPTIONAL STRON4BAGK APPLICATION THEN EVERY OTHER �Wl t)) f SIMPSON STRONG TIE THA422 ,..,.1-1.n,q7.,..-..a. I 1 nu nt cr � ' n � _ 1 r [..',t.T11... 1 n" e u II r n �..., ,I nn w,�._A',n,.11.._.�...-..,,.,�,y` *-On 2-6 STRAP HANGERI'16dEAGH CZ.7 560 1 -D 1 -o 1 -0 t -L7 6 f -U 1 11 -t1 1 J -[r 1 -u 1 -�} ( .�1 •1J lrF -6 ` 16 17 1 r�-ll 2X NAILED W/ SIDE TOE-NAILED INTO FACE OF _ _ 2-16d,NAILS HEADER MEMBER Q ■ Leave Va" of web (minimum) at top and bottom of hole. 00 NOT Cut joist flanges. TOP&BorroM STRONGBACK DETAIL TRIM JOIST■ Tables are based an uniform load tables in current design literature. O ST TO FLUSH BEAM CONNECTION 3/16" a For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECTARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PZ located at the center of the joist span provided that no other holes occur in the joist. MEETOFFI CT AN NOT REQUIREMENTS IR EENTS OR FOR OTHER PURPOSES OSES IN ONNOR ECTIO WITH THE MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. to 1/2"WEB STIFFENER -� W 1/2"WEB STIFFENER Q rJ STEEL BEAM 5/8"VIA BOLTS,TYP. Addition/Alteration REFER TO $" 1'-4" 1'-4" r STRUCTURAL PLANS - Stack W 3/16" FOR BEAM SIZES Residence x - V N --- -------- --------------- ----------------------------- _1/4"STL PLATE a 765o Nassau Point Road 3/16" p O O Cutchogue, NY 11935 r' rA,-14R,"ON OR NEAR EXTERIOR WALL - CHITECTURAL A36 STEEL FLITCH PLATES 0'-3 3/4" •��-� (SEE PLAN FOR SIZE) DESIGN, PLLC n TYPICAL FLITCH BEAM DETAIL PO BOX 9o,BLUE POINT,NY11715 BARDARH.COM 1 1 1/211 = 11_011 SPLICE On TEL:(631)56o-79o8 wbarba@bardarch.com (TY TYP. UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS HSS 4X4"OR HSS SX5' 1"@ 12"O.C-WITHIN SPACE (6)16d.NAILS 0'- 1 1/2"(STAGGERED) �y�_ DOCUMENT IS A VIOLATION OF NEW YORK STATE (EACH SIDE) 3/16" TUB COLUMN LAW. CAI JOB No. (4)1/2"PIA.BOLTS 2133 0 1/2"GALV. 1/2"WEB STIFFENER O O ' STEEL SADDLE r o DATE (4)1/2"PIA.BOLTS Q, 05/27/22 Ir 0'-6 (4)s/s"PIA.BOLTS DRAWN BY , , •fit_ �- 1/4"STL PLATE - BB /` JOINT IN LOWER TOP k' C-' 0"1 Oat' JOINT IN UPPER TOP � -vi 10"PIA TIMBER PILE PLATE AT STUD PLATE AT STUD � � SCALE Q AS NOTED NOTES: p 1. THE MINIMUM SPLIE IS 6-16&EACH SIDE OF UPPER JOINT FOR W 2X PLATES USE MINIMUM SPLICE U.O.N. Q DRAWING TITLE DWG No. INTERIOR COLUMN 2. PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS 0 ARE 12'-O"OR LESS IN LENGTH. Cn TYPICAL STEEL COLUMN TO STEEL TYPICAL STEEL COLUMN TO TIMBER TYPICAL TOP PLATE NAILED SPLICE 0 STRUCTURAL 5-201 n BEAM DETAILS PILE DETAIL n DETAIL DETAILS `- 1/8" = 1'-O" 1" = 1'-0" U 1 1/2" = 1'-0" w 0 z KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND OR 1 RECESSED CEILING FIXTURE-4"LED 0R2 RECESSED CEILING FIXTURE-4"LED/WATERPROOF 0R3 RECESSED CEILING FIXTURE-4"LED/EXTERIOR OP DECORATIVE PENDANT LIGHT OS DECORATIVE SURFACE LIGHT Dsc DECORATIVE SCONCE 51 J.'w4'SURFACE MOUNTED LIGHT S2 2'w2'SURFACE MOUNTED LIGHT ® EXHAUST FAN CEILING FAN C/-)-- SINGLE POLE SWITCH m(/)- THREE WAY SWITCH <n- FOUR WAY SWITCH C!? LfGHTING KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE DUPLEX WITH GROUND FAULT INTERRUPTER Z DUPLEX WATERPROOF 6F1 3 QDEDICATED CIRCUIT Q 22o VOLT RECEPTACLE DUPLEX RECESSED FLOOR RECEPTACLE V E I -- - - --- - --I so SMOKE DETECTOR O Fco CARBON MONOXIDE DETECTOR i OLIGHTING CIRCUIT ELECTRICAL NOTES: a 1. OUTLETS TO BE CENTERED HORIZONTALLY ON z O BASEBOARDS,TIP.;SWITCHES TO BE MOUNTED 42" I A.F.F.,TIP. - -I 2. CLOCK RECEPTACLE AND PICTURE LIGHT HEIGHTS A.F.F. f / TO BE COORDINATED IN FIELD WITH INTERIOR DEISGNER. 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC �1 PLANS,INTERIOR DRAWINGS AND REFLECTED CEILING 0 I Z jI R1 � --------------- / PLANS;IF A DISCREPANCY OCCURS COORDINATE IN THE v v FIELD WI TH THE ARCH TEGT f 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE APPLICABLE. S. COORDINATE CLOGATION OF THERMOSTATS W/ _ — INTERIOR ELEVATIONS. 6. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL DUCTS,FANS,AND APPLIANCES. V7 I 1 R 1 ! 7. WHERE OUTLETS ARE NOT SPEC/FALLY LOCATED ON E-+ / 1I THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ALI-47OVERNIN44�CODES.LOCATE AS NED IN z S2 I I THE FIELD WITH HE ARCHITECT,WHE E OUTILETS ARE ' REQUIRED BY CODE AND INSTALLED WITHOUT SPECIFIC !/ I I it DIRECTION,LOCATE AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE CLIENT. \ I I ! B. MOVE,,CASON MONOXIDE AND HIGH TEMP DETECTORS 1 WILL BE INSTALLED BY SECURITY SUBCONTRACTOR, 0- a. PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; u , INSTALL SMOKE AND HEAT DETECTORS PER CODE. 1 R 1 R 1 -J 1 W. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY / CODE. S2 O / ISSUES / REVISIONS ❑ / _ / I DESCRIPTION DATE No. Z 1 ISSUED FOR BUILDING PERMIT /zi/za i w _ 0 Ri �R1 L1 F f- 11 ❑ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO y - /+ ,� C� I THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO 1... _ V MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE (� �-_��, k it PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON GFI Yew SD LAW COPYRIGHT OR OTHER RESERVED RIGHTS Addition/Alteration R1 \ R1 ! Stack U Residence " 765o Nassau Point Road J� Cutchogue, NY 11935 ' PZo � . i ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631)56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 U Basement Electrical Floor Plan DATE 05/27/22 .- �`v • ,ti DRAWN BY BB z SCALE Q AS NOTED ' F rz 0 w DRAWING TITLE DWG No. FOUNDATION z ELECTRICAL E-100 O 0 w PLAN 0 z KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND 0R1 RECESSED CEILING FIXTURE—4"LED 0R2 RECESSED CEILING FIXTURE—4"LED/WATERPROOF 0R3 RECESSED CEILING FIXTURE—4"LED/EXTERIOR OP DECORATIVE PENDANT LIGHT OS DECORATIVE SURFACE LIGHT D SC DECORATIVE SCONCE S j 1'g,4'SURFACE MOUNTED LIGHT S2 2'w2'SURFACE MOUNTED LIGHT ® EXHAUST FAN CEILING FAN CI)— SINGLE POLE SWITCH M C/-3- THREE WAY SWITCH - ---- -------- -'-- -- -_-------'-------- ---- i _ i a(I}- FOUR WAY SWITCH �-------- ---- ----------------.._—.------- -____ - --- -- -.-. -I --- �C!}- LIGHTING KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE i ! g DUPLEX WITH GROUND FAULT INTERRUPTER Z DUPLEX WATERPROOF GFI a I 3 (----------___—.^.------------------------------------. ' oc DEDICATED CIRCUIT Q ' 220 VOL E T RECEPTACL� z — — — DUPLEX RECESSED FLOOR RECEPTACLE O -- — --- ' isD SMOKE DETECTOR CARBON MONOXIDE DETECTOR O LIGHTING R 1 R`t — — u '.H [ J CIRCUIT —.....— —--- _-- — ELECTRICAL NOTES: I 1. OUTLETS TO BE CENTERED HORIZONTALLY ON O BASEBOARDS,TYP.;SWITCHES TO BE MOUNTED 42" AFF. P t f 2. CLOCK RECEPTACLE AND PICTURE LIGHT HEIGHTS A.F.F. TO BE COORDINATED IN RELD WITH INTERIOR R 1 \ 1� DEISGNER 0 — Cs l —r--_—_: C7 / 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC zMI V PLANS,INTERIOR DRAWINGS AND REFLECTED CEILING PLANS;IF A DISCREPANCY OCCURS COORDINATE IN THE 1 x Z ;.:....�.«....^s*, x t, � FIELD WITH THE ARCHITECT Q j ! 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE APPLICABLE. - S. COORDINATE CLOGATION OF THERMOSTATS W/ INTERIOR ELEVATIONS. I y — - - CC1 6. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL Li RI I �1 DUG75,FANS,AND APPLIANCES. ' R,1 / \ 7. WHERE OUTLETS ARE NOT SPEGFALLY LOCATED ON THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY W I i ALL GOVERNING CODES.LOCATE AS DETERMINED IN THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE I I REQUIRED BY CODE AND INSTALLED WITHOUT SPECIFIC, Q \ R 1 DIRECTION,LOCATE AS DIRECTED BY THE ARCHITECT TO THE CLIENT. AT NO APPITIONAL COT SMOKE,CABON MONOXIDE AND H14H TEMP DETECTORS I� d § R WILL R BE INSTALLED BY SECURITY SUB CONTRACTOR, " S \ R1 R1 •�•„ 'w 9. PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; INSTALL SMOKE AND HEAT DETECTORS PER CODE. 10. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY CODE. o ---- -_ _ ; — I \ t I _ 1 i P W P GFI ISSUES / REVISIONS 3_ !! R 1 _ 771 DESCRIPTION DATE No. OU ,SC !; ISSUED FOR BUILDING PERMIT 9/21/22 1 13 F k R2 j \ I. R1 M i Cq 1 i _x p ❑ ' / ` 1 CO SD �� ALL DRAWINGS.SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND ! /�`_' p IDS J/ SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO "z R 1 R 1 / R 1 I 11 R 1 S THIS PROJECT AND ARE NOTTO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO O MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE \ PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON W _ / LAW COPYRIGHT OR OTHER RESERVED RIGHTS. i Q Addition/Alteration f. ( - -- - -- Stack 1 �33 - p - --- - - - • - ' I SD - - _ / _ _ _ _ _ ,_ <,Ly ,�-\-- -- - - Residence ❑ '765o Nassau Point Road r T_.. _ C 1 \ �. R1 R Q� <-� �`� \ Cutchogue, NY 11935 101 (5! 1 I� I \ TO LANDSCAPER 5 A R� � 0 j !r '� I ARCHITECTURAL �1 DESIGN, PLLC PO BOX go,BLUE POINT,NY u715 BARDARH.COM TEL:(6 i 6o- o8 wbarba@bardarch.com I 3 ) 5 79 @ darch.com -I_ UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS GFI �— — T-- - DOCUMENT IS A VIOLATION OF NEW YORK STATE I' LAW. JOB No. 2133 - n First Floor Electrical Plan ® {:, DATE 05/27/22 � DRAWN BY BB z SCALE Q AS NOTED cc 0 w DRAWING TITLE DWG No. kP FIRST FLOOR z ELECTRICAL E-101 0 6i PLAN 0 Z . KEYED NOTES: FOR PERMIT ___j ELECTRICAL LEGEND OR1 RECESSED 0EILIN4 FIXTURE-4"LED 0R2 RECESSED CEILIN4 FIXTURE-4"LED/WATERPROOF 0R3 RECESSED CEILIN(fi FIXTURE-4"LED/EXTERIOR ❑P DECORATIVE PENDANT LIGHT ❑S+ DECORATIVE SURFACE L14HT DSc DECORATIVE SCONCE S1 1'K4'SURFACE MOUNTED LIGHT S2 2'w2'SURFACE MOUNTED LIGHT ® EXHAUST FAN CEfLIN4 FAN L )- SINGLE POLE SWITCH -C/}- THREE WAY SWITCH <C )- FOUR WAY SWITCH J Cr)- LIGHTING KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE r DUPLEX WITH GROUND FAULT INTERRUPTER DUPLEX WATERPROOF CFI Q �� DEDICATED GRCUIT Q 22o VOLT Prcrp-rACLE z - — - - - - - O a DUPLEX RECESSED FLOOR RECEPTACLE U ( sD SMOKE DETECTOR I co CARBON MONOXIDE DETECTOR QI \ J L14HTIN4 CIRCUIT U ELECTRICAL NOTES: 1. OUTLETS TO BE CENTERED HORIZONTALLY ON z O a BASEBOARDS,TYP.;SWITCHES TO BE MOUNTED 42" A.F.F.,TYP. H # 2. CLOCK RECEPTACLE AND PICTURE LIGHT HEIGHTS A.F.F. TO BE COORDINATED IN FIELD WITH INTERIOR ''� DEIS4NER. 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAG Zi 4 ® a' © �, PLANS,INTERIOR DRAWINGS AND REFLECTED CEILIN PLANS;IF A DISCREPANCY OCCURS COOPDINATE IN THE z .. -� ^^ FIELD WITH THE ARCHITECT. Q hLV 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE Q r APPLICABLE. j ---..___ ...-_ ---------------------�---,_--_-_-`---- I S. COORDINATE CLOCATION OF THERMOSTATS W/ 2 INTERIOR ELEVATIONS. 6, GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL �j ' — — — \ t y r DUCTS,FANS,AND APPLIANCES. E� {X. / R 1 R 1 _ I � M \ 7. WHERE OUTLETS ARE NOT SPEGFALLY LOCATED ON z ( j ii THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ALL GOVERNING CODES, LOCATE AS DETERMINED IN !w THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE REQUIRED BY CODE AND INSTALLED WITHOUT SPEGFIG O I/ DIRECTION,LOCATE AS DIRECTED BY THE ARCHITECT AT NO ADDITIONAL COST TO THE CLIENT. F-. yO '� ''� I SD - : - S• SMOKE,CABON MONOXIDE AND H14H TEMP DETECTORS i - LL I'', gg ` 9 SD / I WILL BE INSTALLED BY SECURIT(SUB CONTRACTOR. F+ j I 9. PROVI DE HARD WIRED SYSTEMS,NOT WIRELESS; INSTALL SMOKE AND HEAT DETECTORS PER CODE. 10. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY CODE. Z U RI O 1 1 Y. - — I i 1 ISSUES / REVISIONS --EY—A DESCRIPTION DATE No. wt — — — _ -- / I \ ISSUED FOR BUILDING PERMIT /zi/22 i O LAC > \ i \ /, R1 Ch Q i �33 33 S 1 ❑ sD \ ❑/ RI 4 ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND 'i R R 1 \ �+ SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO {' MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE /' ;i„ PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON P 1 R LAW COPYRIGHT OR OTHER RESERVED RIGHTS w \ $ , Q + t _ ❑, ,» TO ATTIC U 1 =T I I Addition TO SWITCH { i Addition/Alteration BELOW Stack x CO SD / K 3� Residence % � � N 5 ❑ 1 — — —. —._. — / I 765o Nassau Point Road p ❑ � ,.� ..,.._.�..�,.�.,.,�..,». �� d{ti _ Kew, ._ _ ', I ❑� _ { :'1 Cutchogue, NY u935 GFI — — -------------- \ G b sD ! / c \ / ! 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