Loading...
HomeMy WebLinkAbout50374-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50374 Date: 2/27/2024 Permission is hereby granted to: White Jarrett 230 - _.. ...........-� ..-.. ................... w_...............____ ._.....w_. . ..m_........._.._.... _.._._w._..... __. .... ...___ ............._. .._............ ....__-__._.._._www.._... __... .._.._..._wwww.ww_..w..��_____ ._....w.w......_.M.M_.. wwwww -,�___�........._....__.__....................wwwwww_....��..�___...w... Mattituck, NY 11952 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 230 Lesters Rd Mattituck ....._ .�........._._._._.... m__......__..._...._.._.._.....ww ..n........._.. ... _w_wwww.km_.M.._._.................... � _ _ ........_..µ SCTM # 473889 Sec/Block/Lot# 114.-7-5.1 Pursuant to application dated 1/19/2024 and approved by the Building Inspector. To expire on 8/28/2025.mm Po. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,042.00 CO-NEW DWELLING $100.00 Total: $2,142.00 Building Inspector .Y tea TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-095 9 Telephone (631) 765-1802 Fax (631) 765-9502 hides "rw\v S01Itlrokltc�\�v°°D11y Qy Date Received APPLICATION FOR BUILDING PERMIT I i or Office Use Only PERMIT NO. �, Building Ins eor:_wJAN 1 9 20211 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:January 17, 2023 OWNER(S) OF PROPERTY: Name:Jarrett White & Emily Warren SCTM# 1000-114-07-05.1 Project Address:230 Lesters Road, Mattituck Phone#:617 721 8387 Email:jarrett.white@gmail.com Mailing Address:230 Lesters Road, Mattituck CONTACT PERSON: Name:AMP Architecture Mailing Address:PO BOX 152, Mattituck Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO BOX 152, Mattituck Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: bother Reconstruction $650,000 Will the lot be re-graded? ❑Yes ANo Will excess fill be removed from premises? !!lYes El No 1 PROPERTY INFORMATION Existing use of property:S% e, Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes XNo IF YES, PROVIDE A COPY. ........... ACheck Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of bulklings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted B int na eMuthorized Agent ElOwner Signature of Applicant. Date: t4O- U-1 STATE OF NEW YORK) 77 COUNTY OF -being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the L�:t7,&)= - -1 1%-� (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 there W BARBARA H.TANDY Sworn before me this Notary Public,State Of Now York No. OITA6086001 Qualified In Suffolk Cow day of 20,9 commiss! -aca-7 Notary Pub ic PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at...2"E42 0 1 XTU.,�, ec� �V(A__do hereby authorize _aVeAn I 4�9,, _to apply on my behal Southold Building Department for approval as described herein. f .11" wn s Signature Date Print Owner's Name 2 SO& BOARD MEMBERS Southold Town Hall zf Leslie Kanes Weisman, Chairperson 53095 Main Road- P.O. Box 1179 Patricia Acampora Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento 54375 Main Road(at Youngs Avenue) Southold,NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 XOU 10 1 4dro'wL' ler r k 7 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 16, 2023 ZBA FILE: #7843 NAME OF APPLICANT: Emily and Jarrett White PROPERTY LOCATION: 230 Lester's Road, Mattituck, NY 11952 SCTM: 1000-114-7-5.1 �Sx K1XI_L'R`lam AIA I TION: The Zoning Board of Appeals has visited the property under consideration in this application and determines. . that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SILT�,'f,f;.&K_Q(� QNTY ADM INISTRA'['IVECODE: This application was referred as required under the .............- Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 14, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETI,'R,MINATION.- The relief, permit,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review Linder Chapter 268. The subject, non-conforming, 20,608.82 square feet, .47 acre, irregular-shaped parcel located in the R-40 Residential Zoning District, measures 20.52 feet and 130.00 feet fronting Lester's Road, a narrow private unimproved road, along a curve and continues 169.56 feet along a residentially developed lot to the north, then runs south 79.28 feet along a residentially developed lot to the east and returns 109.16 feet and 20.05 feet along a residentially developed lot to the south and then continues to the roadway 96.03 feet along a second residential neighbor to the south. The property is improved with a one-story, wood frame residence with two entry stoops, an accessory inground swimming pool and a frame shed as shown on the Survey prepared by Jason D. Leadingham, Licensed Land Surveyor and dated June 29, 2023. BASIS Of- APPIACATION: Request for Variances from Article 111, Section 280-15; Article XXIII, Section 280-124; and the Building Inspector's September 5, 2023, Notice of Disapproval based on an application for a permit to demolish (as per Town Code definition) and reconstruct a single family dwelling and an accessory garage, and to legalize the location of an existing shed (under 144 sq. ft.); at; 1)dwelling is located less than the code required minimum front yard setback of 40 feet; 2) accessory garage located in other than the code permitted reary ard; 3) accessory shed is located less than the code required minimum rear yard setback of 10 feet; 4) accessory shed is located less than the code required minimum side yard setback of 10 feet; located at: 230 Lesters Road, Mattituck, NY. SCTM#1000-1 14-7-5.1. Page 2,November 16,2023 97843, White SCTM No. 1000-114-7-5.1 LqiL1_E.E'_.K_EQ! U , SUE.,Q: The applicant requests four variances for the 'technical' demolition per Town Code (value of proposed alteration of the existing structure exceeds 50% of the construction value of the present one, not including land value, as presented by the applicant's architect)of a single-family residence maintaining a 323 feet front yard setback for a covered porch entry where a minimum a'F40 feet is required; constructing an accessory garage in a side yard where Such structures are required to be sited in a compliant, rear-yard location; legalizing an 'as built' accessory shed in a compliant rear-yard location with a reduced side yard setback of 5.9 feet and rear yard setback of 6.6 feet where a minimum of 10 feet is required for each. AQWTIQ ALLNF*0 -ATION:' The applicant provided a site plan and architectural drawings labeled SD-1 through SD-6, prepared by Anthony M. Portillo, Registered Architect and dated August 16, 2023. During the public hearing,the applicant provided the Zoning Board of Appeals with copy of the applicant's Suffolk County Department of Health Services approval dated October 13, 2023, for the installation of a new sanitary system. The Board of Health approval is for a maximum of 6 bedrooms; Fujiclean, Innovative and alternative onsite water treatment system. The document is labeled SP-101.00 prepared by Anthony M. Portillo, Registered Architect, and dated September 28, 2023. Improvements on the subject parcel are covered by the following Certificates of Occupancy: AZ-2512 dated August 31, 1966 covering a new, one family dwelling. #Z-4842 dated October 4, 1972 covering an accessory storage building. #Z-40584 dated August 2, 2019 covering additions and alterations to a one family house. 9Z-41313 dated August 3, 2020 covering electric set-vice to an accessory, shed. #Z-41345 dated August 11, 2020 covering an accessory inground swimming pool with fence. The subject property is the beneficiary of relief under the following Zoning Board of Appeals applications: #5038 dated January 2, 2002 granting a waiver of merger recognizing the lot to the west. 47201 dated October 23, 2018granting a front yard setback of 27.5 feet where a minimum of 40 feet is required. While relief was granted under file #7201 in 2018 the work permitted was not completed. No member of the public or an immediate neighbor spoke in favor of or against this application. F .�'A ON INDINGS OF FACT/ Rt s EQ&%0Ag11&Ul.0N: .............................. The Zoning Board of Appeals held a public hearing on this application on November 2, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(1) Grant of the requested variances will not produce an undesirable change in the-character of the neighborhood or a detriment to nearby properties. The other homes along Lesters Road have normo-conforming front yard setbacks with homes, other improvements and driveways located close to the road. There are not many homes along Lesters Road, which is private, narrow, and unpaved (gravel and dirt). Three homes to the north are on creek front property. Expansion of the existing home, Page 3,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 part of a technical demolition, will allow the property owner to triodernize the small residence and functionally update it, adding a second floor and maintaining existing setbacks. Likewise, accessory garages are often found in non-compliant side yards in the immediate Breakwater neighborhood as a result of hilly terrain and the original siting of the primary residence. Uncoinrnon to the community are sheds with non-conforming setbacks from rear or side yard lot lines, however, the shed exists and the reduced setbacks are not readily apparent. 2. rown Law §267-b(3)(b)(2), 'Fhe benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. The existing dwelling has a non-conforming front yard setback of 35.5 feet, where the code requires a minimum of 40 feet. As such, any addition to the front facade of the residence will require a variance. Furthermore, as a result of the lots topography, proposed septic location, irregular lot-shape and location of other improvements such as the inground swimming pool, the accessory garage cannot be located in a compliant location, or attached to the home, without substantial and detrimental site disruption. While the shed could be moved to a compliant location, the 'as built' shed is setback approximately 6 feet from both the side and rear yard lot lines and is not discernable to be non-compliant. 3. Town 1,aw V67-10)(b)(31. The variances granted herein are mathematically substantial, representing 19.25% relief from the code relative to the front yard setback; 100% relief from the code relative to the garage in a side yard and 40% relief from the code relative to the side yard setback and rear yard setback of the shed. However, when the house was originally constructed, the required minimum front yard setback was 35 feet which the house conforms to, despite the code-required setback being increased to a minimum of'40 feet. The 7.5 feet proposed setback will not be visibly recognizable as other honies in the immediate area are sited close to the private, unimproved diii road, In addition, the front property line is riot parallel to the house so the proposed front parch addition will actually have a conforming setback on one side, While a garage in a side yard is not common in the immediate area, garages are a common accessory to single family residences throughout the Town of Southold. As a result of the topography, site limitations and the residence's floor plan the applicant has limited location to site a functional, small garage. Lastly, the 'as built' shed was placed erroneously close to the side and rear yard lot lines and has no visibly recognizable adverse impacts. 4. Town Law§267-b(3)(b)(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 applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install an IWOTS sanitary system. 5. Town Law §267-b(31(111051. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law§2��-[), Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single-family home with a front yard setback ot'32.5 feet, the construction of a garage in a side yard and the recognition of an 'as built' shed with reduced side and rear yard setbacks while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 4,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 OQEE- BOARD: In considering all of the above factors and applying the balancing test N 'U- under New, York 'F'own Law 267-13, motion was offered by Member Planamento, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the site plan and architectural drawings labeled SD-I through SD-6, prepared by Anthony M. Portillo, Registered Architect and last revised September 8, 2021 2023. stawc,r TorHE FOLIDWING' CONDITIONS: 1. The applicant shall install, per the Suffolk County Department of Health Services File #8-23- 1248, an Innovative Advanced (I/A) OWTS sanitary system. 2. The proposed covered porches shall remain unenclosed and unconditioned. 3. The proposed garage shall contain ONLY basic electrical for lighting and a single hose bib for access to water. The garage may not be conditioned in anyway. 4. "I'lle proposed garage shall not be used for anything other than the storage of an automobile or for the storage ofcominon residential items associated with an accessory garage, unattached to a residence. 5. If the 'as built' shed is ever replaced or expanded in size, it shall be relocated to code compliant rear and side yard setbacks. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board ofAppeals,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. i S"1 D HERE —JGRANTE Please Read CarcLully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department.of it building permit and./or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or otherfeature of the subject property that maii violate the Zoning Code, other than such uses, setbacks and otherfeatures as are expressly addressed in this action. S, APPR( VAL: 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 Page 5,November 16,2023 #7843, White SCTM No. 1000-114-7-5.1 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. ITIS THE PROPERTY QANEH� RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED'I'ME 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, Planamento, Acampora and Lehnert. (5-0) I.,-A. ie Kanes Weismag, C-hairperson Approved for filing // / 17 /2023 �." _ e u x , 41i K _ �r CD t s Y s x _ — �I _Y �r e i aaoa€cT. WHITE SEPTIC 230 LUSTERS ROAD hiATTiTUCN.NY 11952 SITE FLAN — pRAWIY�_TITtE` M-' - fill SITED E-` `�� C_si nProfes�onaPs Cert(fi2t9on Required_ Na°s�EDPne sysrEm Fu�ieEEA� i A o��Ts ._ ' .1 .f PA6F _- — - Submit F.E.or R.A.Certification For SP_103.Q0 j �.F SJ`FC { rtiTt ' 'RTC t 's'C NEF'i#CES r The Irstallatior,and ee,-ruc�ion o e Sev g Dr _p sal em — „__ -� - C et t of va e o Syst Pei ,rr F�.-;ApppP ov�i G CONS,Fu ION F=-- use Form wG>�� n-073 SING FN-airY K _.o=hcE ON_" Abandonment of the existing sanitary system must be in P- € i conformance with the Department's requirements. ! `R DATE 10131/2023 KS,REF,No, R-23-1248 Submit completed form VVkN'M-080 as proof } ^rR - a _ �r P R MAXIMUM OF s BE—ROOMS � 1 — - EXPIRES HR FEYE='RSFR -i FE ATTAS!-MENT(S) fp 4 ffF i�E« _.4 '_OOA i'JN MAP _ , T428 LoSG OTiY QWN GQE?� HQ-2F?' o,000.o s F. eoa.o S.F. T 1 TOTAL � ��{## s. AREA IN A�LowaBLe �.. a � S O 20000 SFA 6 1 f�D 11 `\ ='=.._'EXIST (GF/LOTS GONTAHNS UP 4,350 5 3DB, EXIST.-' XIST. TO 30,000 5 P MAX f @ - ALLOWABLE S.F.(PUS 4I FF N 7 f IG% POOL OF LOT AREA 3350.0 5 F. 60.1 S.F. 3, O 4 5 F 222H.G i2 " EQUIP. EXCESS inN OVE!20, 20E, rt 1 $ EXIST. PASTONE 6 - i 1 BRICK TIO o � _ 1 1-_ SG+JiNFJLv 7t)F J GCX? ... �GavPLiEs RAX MAP NINE 000-114-1-s: 3 � TAX MRS I3ATAc t d, u E _ ( EXIST. PROPOSEDZON NS DISTRICT R-40 NG o S EXl5TIV6 I.G- POOL SOT AREA O PGRES - 1 6•x-0-0' MIN�ROM1."ARD—i �O' O.b '23 NO G fG ADDITION I A_TERATION 40554,91/2/201-1 MIN.SIDE YARD : 3 I5.4' YES GcfO-IN-64ROU110 POOL 41345 H(I1(2030 n � i( 5 5G REARMIN YARD "TBAGK_ - 51�..0 INED 350' 65.T' 412 YES VARIANCE APPROVAL FENDIN& I S' dF p ._... _.__— .-- `fl MIN.REAR YARD 50.01 111E, 105.5 YES m I J MAXIMUM HE16HT 350 21 24 YES FEMA FLOOD ZONE X m SJFFOL,K COUNTY HD APPROVAL PENDING � 3 ?`I o EXIST Q i THE IS A14 ARCH { y I. 'NIS IS AN ARG ITECT5 SITE PLAN d 5 WELL1 ➢ 5UEJEG TG-ERI B VERIFICATION BY 4 LICENSED I i A MINIMUM OF SE!'ARATEfY1 15 R_.:.JIRED BETWEEN DRYNELLS 5RVEOR INFORMATION ON I WATER E L ,UNDERGROUND UTILITY LINES,SEPTIC REPRESENTED ON THI5 SITE LAN I �. EL 262 O THE COMPONENTS, L LLr, FIELDS. AND SEWER COMPONENTS AND THE ' j ARGN:TEGT'S BEST OF KNCNLED6E. j ,DOE OF ALL FOLINDATION WAL-5 1 I it7 A MIN OF S 5EPARATION 15 REQUIRED BET,MEN ORYWELLS d 2 SURVEY INFORMATION WAS OBTAINED LINES FROM A SURVEY DATED Cbl<'4f2C23 AND PROPERTY CON4EGT ALL CUTTER FADERS TO NEAREST DRYWELL 4-a PREPARED BY: �\ 51-ALICE LAND SLRVEYws C7RPy'fNA6E � ...� ,.. (1) m - POO. j _ I SaUT P N BA SAVENUE, € -}-U pfpp FENCE W/6A-E TjC --- NEW IMPERVIOUS SURFACE F 111 £ c , AREA FROF05ED DYrEi.Lliv6 1,821.0 S.F. REL GATED F PRGPO D� 2 ROOF 1 SL< .. I'! `E'EPHONE`631'4S 2400 POOL ENG�OSURE I 4'x IG` l T� 2"RAINFALL EVENT`SURFACE FENCE W!LATE STOOP �f J\�,J 0 AREA _ _ _ .` g 42 G FT VOLUME PER FOOT 7.5 5PE j S.GRY I.. +yy l.� } ;{5 b' Received OF H"6 POOL..._ 1 3 1 i STORY ALTERAT ON i RC,,I�@IVGU PROVID (2)8'd'X DEEP DRYWELLS AAs Y G5i 2COVER=\ Qt NOV ffaa Avr'JE"7CN a ADDIT o4 g O U} EX15rN6 a.�gp �$ 0 0 8 2023 #i 1t T3 NEW"FERN OUS SURFACE ttsR,, ( 4 432 0 5 E 3 _ \ STORY i E { * AREA-PROPOSED GARAGE — # 2"`IO TORY FRAME HOUSE - �` 1g 2"RAINFALL DVENT-SuRFAGE X34 { Zoning Board of Appeals ASD T O 4 >> X41 BASEIE T ry= 9 PPo ARE.a _ UJ i 1H2 G20P05 D i ` s42 2 GU FT.VOLUME PER FOOT- A`- OF 86 POOL 1.7 5F.144 (4 BEDROOM5) -A FF EL=28.x55'xTDE(I)H'9 X 2'DEEP DRYINEL24 TREE ' -t •_ S„ LIJ PR00,E OP 8xW _. N to o} f+ PR's PqL i Ave LOT G F v�oi N / PORCH t.—m Lh"7 z i 50VTI- L TC1@w4 m 200-4..'. F at r-eV la 2_tl�c PotEPTt- sa D`,re - f _ t DESGR:PTIOh(FOOTPRINT) AREA M,4 OVERAC G E Q f f 4• ; _ q� -18'TREE 'PROP 4` TOTAL LOT AREA ®m �rOkOa.0 S.F. k 5ES `� N 3`t SYSTEM O0B5 E EXISTING HOUSE 4IOA 5F 44% ` t f A15l ED I y EX STIN5 I.C.FOOL 540.0 SF. Y' { f C SCD-STANDARDS '. ,1 i a S, gyp(ATE Z 3 ( EX 5-NO SHED 47.2 5F, 0.5% PROPOSED STCOP 400 5PO.2% llljjj ROP05ED ADDITION£ --- '•�.,,,, A d 0` AL---RAT ION 723.4 SF 35% jj } eROPOSED COVERED PORCHES l 8T0 SF. PROPOSED GARAGE 432,0 S.F. 2 I% y „ TOTAL AREA OF ALL STRU1-TURE5 30300 SF 141% o _=ROPQSED SITE PLAN ----------- T 20.52` _ _ 20% _h I i MAXIMUM,LOT�GV�RA6�ALLOWED: yc S _ ~ SCALE.-I"=2G `--- A t �u OENERAL. 5r' BOL <EY= s t 4 a<= i xf 3� t-15'SIDE j' YARD S j SETBACK !"Egg 'r TO--10 _-- I E ' 5 I � i -PROP. g i ENTRY 1 STOOP I € € PROPOSED I BEDROOM If 1 N 70 I Q) m G>•- PROP - PROP, I Pr2�:g OFFIG KITG+IEN . a--� + — m L I G Q i EXIST.BR='Z ^-. ... 5E i ' ! c PROP, i. "_. STAIR;PRO ... € Q FL.57AIR mop- 7 � E4ATH PR P. O PROP. PROP.FIREPLACE= i i PORCH �¢m ]] ] PROP. I BA He* z ;O� .9•_0" 1 t5'_4' 1 =-•Y--# ENTRY r 40'FR.ONT Dai.•. 'j l t `1€.-,• 3 F j STOOP f YARD i- Z SETBACK = p y -EX'STING ' Iw BAT4ROOM ¢ -f F i i� M Ki lug N aj PROPOSEM FIRST FLOOR PLAN ,,- - I I GENERAL SYMBOL KEY: I s 38'-4" ..'-O—f ��ensnxs rox� +e+ro�wwnw+rw_ & 3 I � �woo Fnuc it I s ' 3 —� EXIST. EXI5T. I �� BEDRcc� BEDRccM 1 � � ( � I LEXIST. BASEMENT STAIR -- a X15T; EXIST.ENTRY < �'V�Nu RtK:M STOOP TO BE REMOVED KITCHEN-- �-� x :.conA li s EXISTI RINDOWS EXI5T.GOVTro BE TG BER,. I Q} I I MOVED EXIST.ENTRY � PORCH TO BE L- [ (� STOOP TO BE 4 REMOVED REMOVED E I U = PROPOSED FIRST FLOOR DEMOLITION PLAN 1 4 I � s'SIDE Q I YARD 1 SETBACK \-LINE of FIRST BATH. I FLOOR BELON - 1oil 0 Z m �y r Ij 3 Q F s BPDROOM - PROP. [ HALLNA" ? 8 � I ! o� I E ¢} I -40'FRONT � f YARD SETBACK - [ : t Itf PROP05ED SECOND FLOOR PLAN - I 3t' 5 i 35'-0"MAXIMUM HEISHT c Wh 8gp� I 1 I l____� j a � N z I# j _ I c M1 i i - �-?-� [p 1 a� QPEA — C _ C m i EXISTINO AVE2AOE GRADE ri`" � + EI_ ;I U c L � I NORTH ELEVATION(FRONT) Q E I € ."g Dept copytroy. ZBA j p }s Its 1 I_ UJ>i N �2 2 l ¢ Igo I WE5T ELEVATION (RIGHT 5IDE) ti` o Iia �3 a[ 4[G & 3 ® a o s � j 3 E a� Li D 7C) U :3 m , EAST ELEVATION(REAR) } () C Q •cn _ Q E eu v,-r iromLBt7-1 N :nwc. mm iQ0 a! ir z �y U; Q 1_j O N QI 3 `Le '¢ S ' t 7 ' SOUTH ELEVATION (LEFT 51DE) va•=V- v![ i GENERAL 5"1-450L <EY: E 3 € s j z a5 e G € 0' atgRi ! AGGEG-SORY cdE 5ETBACK f j j 1 e MAX.AGGE550RY HEi6HT () m -c + o PROP U C 1 1 '!2' GAR 66RA6E G � I Z J d a EXiSYN&AVERAGE GRADE E t PROPOSED DETACHED 5ARA6E PLAN PROPOSED 6ARAOE ELEVATIONerc�?epi copy; sfl z o mH O =�Z BA File* F :o i ,Gao:i t1,f Q w 4 I,LL N Q' O i O a � � E SITE PLAN HATCH KEY: DRAINAGE SYSTEM INSTALLATION NOTES: 6/I6/2023 • A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRi HELLS 4 PROPOSED BUILDING ADDITION WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC GOMPONENT5, LEACHING FIELDS, 5EWER COMPONENTS, OTHER TEST HOLE DATA A PROPOSED COVERED PORCH DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS McDONALD GEOSERVIGESPD PO S� ® A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELL5 8 SOU O�D, NY�a71 Q r\ 11- PROPERTY LINES S PROPOSED 2ND STORY A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND 631.765.3677ro- a Lu BURROPANE FUEL TANKS. Lu cu • CONNECT ALLED ALL GUTTER LEADERS TO NEAREST DRYWELL • SEE ALSO DETAIL II/A-402. EL=23.o (y) NOTE: O 5, MIXED SAND i LOAM Q _ O I. FLOOD MAP DATA: � - - - r mil I P MAP #: 36103G015gH . ,/ �}r ,' •"�• d� MAP DATE: OQ/25/20001 SM BROWN SILTY J. k w+.va# � �; a"° .;'` y" ��' r� t ti.F�'� O FLOOD ZONE: X -�a - ► f SITE LAYOUT NOTES: - SAND ,�'", , ~ rFbs� + , are► w d•, '/ ::� `" '�`" -p O 3.0' Ar ,,: dam. ► P * . "� n ., .� �° �, C9 I. THIS IS AN ARCHITECT'S SITE PLAN 8 15 '°a A � $J '`""� ' 2. 51TE PROTECTION/SILT FENCING TO BE „, �' . 3. °h' -.� .4 'ate",�` M 4. A�"*�r �,. •: O SUBJECT TO VERIFICATION BY A LICENSED +a ��"..•� F ; " , r r - ' " '� - p O N i INSTALLED AS REQUIRED BY THE TOWN OF ' . „,� *"�'?; a - SURVEYOR. THE INFORMATION " , ° " ;;r R.� . #} 1 *' * ,.�. x �, C6 SOUTHOLD. �t'. U..r,r _'1j` ''"5': 1•.1. '4 r r .♦ . '9S:'u.:`t ��E. -- REPRESENTED ON THIS SITE PLAN 15 TO THE a �- ' ..`'S' " s�'r. ..�. �, . .« a. *.•: ,; ,' ,. • N ARCHITECT'S BEST OF KNOWLEDGE. `k J\? µ 'fi ..h^ Y:." •�' SUBJECT P..' •y. , ,. •. �� ,µ .;.. f.�- x i 3. SURFACE WATERS OR WETLANDS ARE ,� 7 ": t _ 4 p �,- T ROPERTY x s,t a .ern ' +* t a. td Y {Ffp =� y. 4 '"*•; O O 4- �/� �, •y s J is _ - _ ° +N' d..l�Jv .�t3?!4• F rf :hY`5:.4 !. +;7�"w. ¢"�Y O may/ LOCATED WITHIN 300' OF THE PROPERTY. T F ["�"°r . ;4'" � �' t '. s: ' j � d'1.. m .i .- #, _ .I. .,x -•;., '' p>+:`;�h°s 'Ld,• rw'¢' '' ' a',' •.dy, ...'s-'''r«.. ii!�.•" j°'.'�""' Z 'rt" °''` O •�--� - 2. SURVEY INFORMATION WAS OBTAINED . , ♦ a� ,a� '` ..s. ,^ti .►,, - ,+:• {-+ x ,` fi :,P .w `�s' w.) .i~ ,44,.`J!u". !' 1k'T•'W'Stn,� i+• ,e..IF.;,. . , ¢e `er, -t '.,. -1 �, n- ..�'� .ys. ''"� ',t4' Z.. ,i. ... '{--� r N FROM A SURVEY DATED O6/2a/2023 AND i"P� $�; , _«.-',-� .� •.�-... ., '�,�-w,'+a: ''• . ,.` m �' .� t��., - ,F,' ''` • ,5 � .*': .��..;,'i.'. ,;,,#�` t; .: ,� '•. f�•. ;r ,yr,;�.4� O O C6 4. ELEVATIONS REFERENCE NAVD 1c955 " f� y� r �+ ,a, r d a "s 'Y� rs} :.t' � ::@. o�wi a"" ', ; .r R.} ,I�,�yr"�`S �;_ � n.J ,YE•.y, '�,s",�°`,1gy.,-'. +.w1'�S •'�� O PREPARED BY: ' ". ,_;� �: t� la •ir °' a ... �' �11► *^ w � f 4t,. �.° , �.,,' •, p ��; ='? � `.. .- O r+ .r� . c,1♦� c, s` s -,= +' Sf Q a G , ,6/' .b, � .,. FwS a -.+�,, a •" t. ,:artw '.` r."�. .t^'_: 7nk. b.r .,� ''� .�."':��„'.w. '- .� ",k^ * ✓ s1,/ aM `�' e iPy• �„ { ,t -=+I 5. ANY VISIBLE WELLS LOCATED WITHIN 150 ,.� 4 �! ., . °`'r. #•� b�;tiy SGALIGE LAND SURVEYING �a :' * , ' •� �� * *: ' +r:„ F�, �, 5 y m. .r n>x ,b.. 1DM` _ ";' s ' f. r _ _ - _ +� ...�•., , i OF SUBJECT PROPERTY LINES ARE � ,� �. � , �' , .. � �. I:'� I SOUTH BAY AVENUE C` � " .` .F� . , °.•�, «, .• :' t DEPICTED ON SITE PLAN. PALE BROWN FINE � `k, , :aw' .d wc� .rr .•,�. ,p .'1.,r k, .'i> _ , *`-il:"' '?k a,Gi _,, - .. :K`.o ISLIP N.Y. I1751 SP SAND .� •,:!N ` T`22 .rt.-!" ,�'., naa5 ai•i �, TELEPHONE: 651 a5l 2400 7 ,, .t,' " • ,:' `x - L' , GA D WITHIN SUFFOLk: COUNTY TEL ( )6. SITE IS LO TE r• "r nw. :�r; . » t', P��' ,M. d+' .a �w'"a' � a _ i''t'aw ..�,....i+' ' *''+, a�°,.w#al..,, .ut b• ;;y - .',ys� tt: J v� ."Y"t3.�, - .-.- - -- vat t . 'y,d'lV GROUNDWATER MANAGEMENT ZONE IV. . " '� .,, • + , - r r ,�� !S. .6 •'` rtr''! , "",r.,, A„\ .�' '* .t" t:4 '"•°i►r , '_: .x` '1 .4y:f __ '71 'i'yaw'e "..e _ - *•:}';f i`' d.. ;� '•R;- .,�", �,�•' �j'. �':m.,,�'��"'��''�'• .EE'.� R98 =_ C 91 � - f� Nr. a.z .'�' - ,'• v'......`^"7. ,� P` .aI ,.,g.r da', .�" R .;M. ,�i .�.r" - •; - -'s�' �. PROPOSED SEPTIC SYSTEM DESI�N INTENDS j! w� •.r r. ,� p.+f. t �. � `;+ .! ;_ _-- _ .< `/FPy{.,, jf J$p.' v' $a-tl T 1�` N, y�.y .: ,r :d. 4 1r°' i .,; i Sly _-__ 'St6 .� `-.•w :'' Yr , 1 "" ,,�E�ii 4® \' 4t >.i4• .'W r'•'p° i 'i -_ `r I TO AVOID THE REMOVAL OF AN`r' EXISTING SOUTHOLD TOWN GODS 280 207 (A)(I) „�"1� y'� .d,;f, `� !4.,ffi: 3 $; _, �,. - :_ �r - � �. - '" r, t' "'• ..a 4'�7gdR"'" ✓ • ' ll�?. I �III'Il I TREES. THE PLACEMENT OF SYSTEMr �IIIIIIIIII'� Pam; *,as �� `�y `qn :1` "l1 ao+, 1>. '' "F . d rii° k•, K }'. - i ,`ti► _- �' `•` 'fl' }. -' •: il!F' a -:a`.` % ,v$, , s {l• } y. °ti. i _ ; ' -� ..W. .r`i;`:e :.- ., LOT SIZE AREA IN OWABLE TOTAL a,. "x y° s M :''`. : '" r ", r.;• : . :.°;+; i� � COMPONENTS MAY BE ADJUSTED PROVIDED L 5 / ALL { d +' 20000.0 S.F. r , .� ; . --J z 2; 'y�.�1»:' ► '... ;s bOa.O S.F. _ ' « �. t �. :�. , .' ..? !' t tv ..a... '�. - �: `« .� 4 ar , ,. '" EXCESS OF 20 000 GFA GFA ' �. � '' :' .+ ,? "', '�,. d". i 1":,• " x �'. �,. THAT ALL REQUIRED MINIMUM SETBACKS y +ice �j}:e.• Y`�R W ..f"" '.;3a, 7y ° 'J�}p;� 4. +.pk� r`yZ '.t � '..� C 1/ • ,h '. r ,f� '.l,r ^.fl m yR 'C$^ V a C ,ws: ► i*r . 1 P t�''y, e4a.' �• i t*.., - -'' ARE MAINTAINED. INSTALLER TO CONTACT r� \ �. _ G LOTS CONTAINING UP 4350 S.F. �, p �".�'• '*. ../ r ,J,*• e; �!�a +rt' � ' � � *, J,r.T! •I � �.. . ( ) I r. A 'R. � �-'"` �4� i r r� ARCHITECT IF RELOCATION OR !� `fh r 1►.a •/ ,. = .� • «r , . • TO 50,000 S.F. MAX. �,. t s +g w; 9r -t, �'� 'f J� 9l k }° , 0 t. • W E .< REORIENTATION OF COMPONENT.. REQUIR D. �,�`. •,. �" � rt .;g. � ,�' -�'�+ sa s w' °,�s. '. �n ,a %'lr t ♦� �,»' ", ,�» �,' . t�i ''�( � �hw•s �-,p E �R�'' �.•�r �' ,4�/ ',',;► m 'i�' A„ - ALLOWABLE S.F. / PLUS t; a r SF 3410.a S.F. 2=5 .. :.,, . . , .. 109b OF EXCESS LOT AREA 3 350.0 bO.�t S.F. S.F. COMMENTS. NO GROUNDWATER w. t ,� i'4"�, w � r,,�' �"`, t, r•°„ "�, ,.;' .',' • 1., °�`oe``�r .�'' '�,'anl!'"A. ,!+' ,�`. J".`'3° + ., at",/` 'lL.•_ ,w .iR "! OVER 20 000 ENCOUNTERED � ., �' e , �!'; 9 ®r:° w •'w r , ,. r i F' FIRST FLOOR GFA: 1051 S.F. 6 a `_ZN .2�2 »-et' SECOND FLOOR GFA: 57"1 S.F. LOCATION MAP U � SCALE: NTS CD Q •- - RO� FADE <ENr : cn - - I . 1570R)" AL77RA7I ON. - PROJECT LOCATION & SCOPE O O 001 .00 EX15T. , C 2. 1 $ 2 STORY ADDITION. SITE PLAN & ZONING DATA SHED "DRY" EXIST. 5. 2ND STORY ADDITION. 12.0' EG IP 4. I/A OWTS. s.a 5. GOVEREID FORGH $ STOOi=. O-®O2 .®O GENERAL NOTES O EXIST. STONE $ EL =26 = 6. STORM VENTER MANAOEMENT ENERGY TABLE BRICK PATIO ® N EL.= 6.6' GRADE O STRUCTURAL DESIGN CHARTS FRO, I E� I DATA : 0-005.00 HOLDOWN, ANCHOR BOLT, STRAPPING, . POOL � ` PROJECT / ZONING DATA & NAILING DETAILS / EXI5TING I.G FASTENING SCHEDULE 16' x 40' \ TAX MA= # 1000-114-7-5.1 0-004.00 FRAMING GRAPHICS / \ ZONING DISTRICT R-40 NG -5p'-FZEAR YARD-SETBACK - \ BEAM CONNECTION PATTERNS o - LOT AREA 0.5 ACRES FIREBLOCKING DETAILS N U \ Gofo - ADDITION / ALTERATION 40554, 8/2/201� PROPOSED DEMOLITION PLANS L-00 fO - IN-GROUND POOL 41545, 5/11/2020 v p� ILE VARIANCE APPROVAL #74a5; 11/ORANT F17/25 tc� t~wil EXIST. O FEMA FLOOD ZONE x - O2 ,00 PROPOSED FOUNDATION PLAN R-23-1248; 4 EL.-26.5 1 SUFFOLK. COUNTY HD APPROVAL < BEDROOM N EL.=26.2' z 2 ui LINE of 50' s��TBACK FROM ABI T BL PROPOSED FIRST FLOOR PLAN o WELL (MIN. SETBACK To HABITABLE - 0 SANITARY LINES DRYWELLS) SPACE � I BASEMENT AREA 551.1 S.F. Lid 1 ��2 RELOCATED I \�` POOL ENO 05URE - 26 FENCE GATE o ,00"VA - �_ - -� FIRST FLOOR AREA �110.4 S.F. w 42 - PROPOSED SECOND FLOOR PLAN P / 26 0� AREA TOTALS 1,747.5 S.F. a RELOCATED PROPOSED 0 20• ► p POOL ENCLOSURE \ 4' x 10' � G-0 PROPOSED FENCE W/ GATE STOOP ���v HABITABLE PROPOSED ' PROP. 5'x7'� SPACE j PROJECT: 17.2 1 STORY PROP/ EL.=26.5' �\ ALTERATION / �o� COVERED 0' j 1 \ b�// I STORY \ $ ADDITION SNOOP - _ 10• _ 25 BASEMENT AREA 120Q.7 S.F. - ( O ,OO PROPOSED ROOF PLAN 2� ADDITION �� AG 1D.0' \', O/ FIRST FLOOR AREA 1651 S.F. WHITE `� ADDITION 5.0' OIL �� o XX dJ 8.6 OS�D ,�` U SECOND FLOOR AREA 577 S.F. PROP. 2 STORY EXISTING �N _ pROp � 'M o N 2ND STORY ;;)x I STORY 0 0 pgR b x AREA TOTALS 3,437.7 S.F. -2® I .®O PROPOSED EXTERIOR ELEVATIONS ADDITION - FRAME HOUSE �p.'(� 241_ \ 18 W/ BASEMENT N L pPP�i,p,'f1oN �-c�y° � m F.F. EL.=28.Q5 \ LOT COVERAGE MATTIT CK NY 101952 13,3` rn 14.4' (4 BEDRM. PROP.) ;t 8.6' _ -y 5OUTHOLD TOWN GODS 280-4 � /� MoD1r1�� �` LOT A-202 .00 PROPOSED EXTERIOR ELEVATIONS DRAWING TITLE: EXIST _` 5.0 / �PNpd- 1 DESCRIPTION (FOOTPRINT) AREA \ � _ 24 24 RETAINING � �\ '- �S ��,1��W�� _ _ 2� � COVERAGE PROP. 8 xT�i WALL5 ( 40 FR NO T .rA-�_ g - ' , TOTAL LOT AREA 20,60�1.0 S.F. PROJECT LOCATION & SCOPE t>? 2 COVERED W z2 m PORCH^ 23 \ pR/NcIPq� g LD�4GK _ �� EXISTING HOUSE �flo.4 S.F. BUILDING SECTIONS SITE PLAN & ZONING DATA NG 4.4% A O I .0 0 EXIST. 5EPTIG SY57M � EXISTING I.G. POOL 640.0 S.F. 5.1 1PRO r� 1� , _ / p - ' TO BE ABANDONED PER _ D / \ ---_ �SGDHS STANDARDS / \ EXISTING SHED a7.2 S.F. 0.5% \ -O (PROP. O I\ -� O( � � / 1O` --� DW / 25 PROPOSED STOOP 40.0 S.F. 0.290, PAGE: 2' ,�,_; ,\\ _ / MIN - - gym x PROP. SANITARY YSTEM PROPOSED ADDITION ff DESIGN DETAILS W \ ALTERATION 740.E S.F. 5.690 G-00 PER H.S. REFEREQ NO. - - ' �Q PROPOSED COVERED PORCH - / Z 23248 �\ HE LT STOOP 180.0 S.F. O.a90 \ _ 122 PROPOSED GARAGE 432,0 S.F. 2.190 DESIGN DETAILS DATE: 01 17 24 NSq�3730 �� _` ` �� 7� � _ , � � TOTAL AREA OF ALL STRUCTURES 3040.2 S.F. 14.89� �-402 .00 / � - 4 0 / 1 OF 17 MAXIMUM LOT COVERAGE ALLOWED: 20% 130. E - ZONING REGULATIONS DWELLING - - S- iOI .00x PROPOSED STRUCTURAL PLANS EXIST SOUTHOLD TOWN GODS 280-4 x ���� L' wELL _ `s 20.52 pG�A EXIST. PROPOSED COMPLIES T S O PROPOSED STRUCTURAL PLANS I` MIN. FRONT YARD 40.0' 55.5' 52.51 NO S- 1 O 2 .0 O MIN. SIDE YARD 15.0' 50.51 15.ci' YES Nib MIN. COMBINED '9T � AQ SIDE YARDS 55.0' 65.7' 41.2' YES 4s, ° ' 1O 2O 6O 4O so PLUMBING RISER DIAGRAMS G I TE FLAN w, MIN. REAR YARD 50.0' 117.5' loss' YES 6RA"10 SCALE I.-Is, GAS RISER DIAGRAM SCALE: I" = 15'-0" MAXIMUM HEIGHT 55.0' 21 2a YES CARPENTRY 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 515) UNLE55 FOUNDATION, CONCRETE, AND MASONRY A E3 5 RE V I A T I O N S NOTES $ S�EG I F I GATT ONS OTHERWISE NOTED. WOOD FRAMING MATERIAL STANDARDS IT 15 THE CONTRACTOR'S RE5PON5151LITY CU TO KEEP THI5 CONSTRUCTION DOMENT BINDED THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT _. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RE5PON515ILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE 50RATCH GOAT. MAINTAIN OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK B=1N6 PERFORMED AND SHALL COORDINATE THE 1 BD. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. BOARD INSUL. INSULATION a PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUS-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND 5ECOND FLOCRS ARE TAKEN INTO ACCOUNT. BFE BA5E FLOOD ELEVATION INT. INTERIOR Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALAN15ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR OU FIRM, VIRGIN, UNDISTURBED 501E BLDG. BUILDING K KIPS (1000 LBS) APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS Lu -2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, A5 J ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL.. APPLICABLE AS A DERIVED WORK). 4. FOOTIN65 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM M STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. OTHERWISE NOTED Q +-+ N 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL �C Lo 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. __ AND AUTHORITIES HAVING JURISDICTION. PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM w- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I� TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD55 NORTH AMERIGAN VERTICAL DATUM OF 1488 .L a . OF THE OWNER/BUILDER z -7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '7. FOOTINC5 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC, BG NEW PORK CITY BUILDING GORE O c N Oi 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED a 'Fo Lf) ,Y � SHALL BE CLARIFIED WITH THE ARCH ITECT/EN&INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER > 2 x 0 N WITH THE WORK. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. 0 4- 4. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OGG. OCCUPANCY O 0 Z Q0 b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. UNLESS APPROVED BY THE ARGHITECT/ENOINEER. INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE I mo-+ 0 m .� j DFE DESIGN FLOOD ELEVATION O.H. OVERHANG (11 REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-44. D ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 C O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1. CONTRACTOR CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND DAYS OF 4p00 P.S.I., U.O.N. DIM. DIMENSION [PBFE f PRELIMINARY BASE FLOOD ELEVATION a o ci' � 6 BEFORE THE START OF FRAMING ROOF AND 15 OF CDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN THE PROVISIONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH D.J. DECK JOISTS P. GON� POURED CONCRETE 1 5. DRY WELLS AS REQUIRED BY 57ATE AND LOCAL CODE5. APPLICABLE. TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PL. LATE ^ ` NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM M5055 ELEV. ELEVATION PLYWD. PLYWOOD W 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL STRUCTURAL CAPACITIES OF PREFABRICATED WOOD 1-JOI5T5, TH15 (1) WALL TIE PER (5) 50. FT. APPROVED EQUAL.EXTERIOR SHEATHING TO BE COVERED WITH TYVEK HOUSE WRAP OR DOCUMENT, THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. -� EQUIPMENT P.T. PRESSURE TREATED A II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GODS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. � EXISTING REQ'D REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. EXT. EXTERIOR R1 RI5ER "�' ) 1.4, STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15, APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. U RESPONSIBLE FOR DESIGN INTENT ONLY. A57M D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE RM. ROOM EXCEED 8-O AND AT EVERY 8-O . STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES n 1 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCH ITEGT/ENOINEER. NO FAR FLOOR AREA RATIO R.R. ROOF RAFTER (D 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT STL. STEEL '_j W TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 1.5. PREFABRICATED WOOD TRU55E5: ASSEMBLIES U51N6 PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY ' RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK NECESSARY. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FIN15HED FLOOR S.V. I SMART VENT BROOM GLEAN. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED IT. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE Ia. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. -- r , LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS V AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 14. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN65 ARE TO BE A FLOOR SHALL NEVER EXCEED A Ib" SPAN. I.6. SYP5UM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6"ON EACH SIDE OF THE FOUNDATION WALL. FOUND, FOUNDATION THK. THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF MEET THE PROVISIONS OF A5TM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 14. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING WALLBOARD, A5TM C3'1 SPECIFICATION FOR GYPSUM LATH, OR A5TM CT4 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESfSTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL Q ' n COMPLETION OF PROJECT. SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. V J AS PER PAGE 6-003. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME Tr TREAD � I% n 1 I'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN I.-1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID * SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" W ARCH ITEOVEN6INEER, AND THEIR A6ENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF TYP. TYPICAL Q AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER AN51/AHA AL35.6 HARDBOARD SIDING. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, PIPPINS, OR SOAKING UNTIL THE WOOD 6LA55 WINDOWS AND DOORS FTC. FOOTING U.O.N. _� UNLE55 OTHERWISE NOTED THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5 STRUCTURAL PANELS: I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER GYP. BD. GYPSUM BOARD VERT. VERTICAL _ 1 Atl� INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, I.8.1. PLYWOOD: PLYWOOD USED IN 5TRUGTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER --- ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. HOLD DOWN V.I.F. VERIFY IN FIELD WHOLE Or'_ IN PART BY ANY NEOLISENT ACT OR CM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED HDR HEADER w/ WITH I < � EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRU5 JOIST 2.OE MIGROLLAM LVL WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLE55 OTHERWISE NOTED. HNOR HANGER WD. WOOD PARTY INCEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC 2.0E O-P LAM LVL EVALUATION REPORTS. P5L (PARALLEL STRAND LUMBER) DENOTES: 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HOR. I HORIZONTAL ZR ZONING RESOLUTION 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM PSL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERSOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGIN6 ALL TO BE INSTALLED AS PER MANU. 5PEC.'s BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE - TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD PRODUCT STANDARD 2 (152) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. C,I I I /'� �/� `�C� APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR INSULATION � FENESTRATION RE O U I RE 1 ' I E N I �J AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARCHITECT/ENOINEER. CODE EVALUATION REPORT. 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE, -- 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP PRANINC75 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY 'T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PROPOSED DESION CODE PRESCRIPTIVE VALUE $ PERTAINING D ARE TO BE FIELD VERIFIED. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL EVALUATION REPORT. COMPONENT FCOMPLIES RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 VALUE G I T�TI ON (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE SHALL MEET THE PROVISIONS OF AN51/AHA AM4.1 CELLULOSIC HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR 4. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE U-VALUE = 0.25 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE: OF STUDS SHALL NOT BE LOCATED IN THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FENESTRATION U-VALUE AIR LEAKAGE = 0.50 GFM/5F MAX. AIR LEAKAGE = 0.50 GPM/5F YES MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF 1.5 5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL SIDING USED IN THE GHARAGTERI5TIC5 OF THE ANDERSEN WINDOW SPECIFIED. THE PER R402.4.5 $ TABLE R402.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOGKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FAC UN PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY TOR, LIGHT AREA, VENT AREA, AND EORE55 4" THICK SPRAY FOAM INSULATION MIN. R-VALUE = 44 OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. (1-5- 1), THE &OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. CEILING R-VALUE (R-'1/INCH = R-25) 1^U R-21 BATT UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES GOPYRI&HT PROTECTION ACT OF 1440 (AWCPA), WHICH HAS SEVERE PENALTIES. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE INSULATION 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE TEMPERED 6LA55. GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 2.2. FASTENERS AND CONNEG R-21 BATT INSULATION TOR5: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) YE5 ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 B 6-004. THE FA5TENIN6 SCHEDULE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CONSTRUCTION;55TP 10-44 AND 2015 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 15.2.1 5QUARE AND MISSILE TEST OF ASTM E1446 AND ASTM Ela5b AS MODIFIED BY 2020 NYS BC 1. A CONTINUOUS LOAD PATH BETWEEN FOOTIN05, FOUNDATION WALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED HEX BOLTS AND 5CREW5 (INCH SERIES). SECTION 501.2.1.2.1. 6ARA5E DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-50 BATT INSULATION MIN R-VALUE = 14 YES w z FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 8 MANU. SPEG.'s). THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR PER TABLE R402.1.2 - CLIMATE ZONE 4 HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 2.2.2. LAG SCREWS: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ AN51/DASMA 115. n 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT ASME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE STATEMENT: O INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH SHALL 26. COLUMN BEARING AS FOLLOWS: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN v BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN V SHALL COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NO CHAPTEER 4 [RE]. TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORASE METHOD SELECTED IN ACCORDANCE WITH TABLE P05TIN5 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORGINS (® MIN. 16" R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT w 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,IN. 16" 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED a SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BUILDING. p PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER 5TUD5 GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ T B R501 .7 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY PLUMBINGCLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) ALLOWABLE DEFLECTION OF 5TRUGTURAL MF_MBERS PROJECT: 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 6" LONG GORE EVALUATION REPORTS. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC, REGULATIONS. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"x6" OR 2"x4" LUMBER 15 w/ b" RISE d w/(2) 3/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LESS GROUND SNOW LOAD 25 LBS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM P 1667 STANDARD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE WHITE RAFTERS. ASPHALT ROOFING SHINGLES SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 5TRUGTURAL MEMBER BA510 WIND SPEED 150 MPH I. ALL SLOPED ROOFING 5HIINOLE5 SHALL BE GAF-6LA55-A ASPHALT ROOFING 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN5E5 IN DIRECTION DEFLECTION b ADDITION . UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 5HINSLE5 OR APPROVED EQUAL. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES AND AT BASE OF VERTICAL WASTE PIPES. SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE GATE60RY B 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 2. 5HINSLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWI5E AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER L/150 IV' WITHIN 4' OF EXTERIOR CORNERS. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE MANUFACTURER'S CODE EVALUATION REPORTS. FOOT. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN GAT EOORY B AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED LINE, d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 2.2.1. SCREWS: SGREW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: INTERIOR WALLS 4 PARTITIONS H/I80 TO THE FOUNDATION WITH ANCHOR BOLTS HAYING A MIN. BOLT DIAMETER WOOD50REW5 (INCH SERIES). - DISH WASHER.........................................2" WEATHERING SEVERE 230 LESTERS ROAD OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF - KITCHEN SINK........................................2" PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE:. ANCHOR CONSTRUCTION. - LAVATORY...............................................2" FLOORS a PLASTERED GEILIN65 L/360 FR05T LINE DEPTH 3'-0" MATTITUCK, NY 11952 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T" IN CONCRETE/MASONRY MECHANICAL CONNECTIONS: - 5HOWER/TU5..........................................2" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S _ TOILET........................................................5" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY AND AT SPACING NOT EXGEEDINS 4' ON CENTER. SPECIFICATIONS. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE LAUNDRY .................................................2 5. NAILING OF ROOFING SHALL BE TO GORE. ICE BARRIER REQUIRED YES SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................5" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" GENERAL NOTES GORES AND REFERENCE STANDARD: 6. CORROSION RESISTANT II EASE ROOFING NAILS AND 16 SAGE STAPLES ARE BY "SIMPSON" MANUFACTURER. THROUGH ROOF. EXTERIOR WALLS - WIND LOAD5 W/ BRITTLE FINISHES I L/240 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK PERMITTED ENERGY TABLE STATE BUILDING GORE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES T. PROVIDE FR05T-PROOF H05E 5I55 WITH EASILY ACCESSIBLE DRAIN rf W NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK "7, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN GOOKS A5 REOV. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW EXTERIOR ALLS - WIND LOADS W/ FLEXIBLE FINISHES 1 L/120 STRUCTURAL DESIGN CHARTS STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2:12 PITCHES TO 4:12 PITCHES LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. 2. REFERENCE STANDARD USED FOR ALL ;WOOD FRAMING, CONNECTIONS OF LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 8. HASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONSTRUCTION THE AMERIGAN FOREST b PAPER ASSOCIATION THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITH BACK FLOW PROTECTION. CONSTRUCTION MANUAL) AMERIGAN WOOD COUNCIL (ANC). MECHANICAL. FUEL GAS: STRUGTUR,4L DESIGN LO?�DS PAGE: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 4. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARD5 AND REGULATIONS. NY5 MECHANICAL GORE AND FUEL GAS CODE PLUMBING CODE. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR USE LIVE LOAD DEAD LOAD - 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2. ALL MECHANICAL SYSTEMS APPLIANCES, 8 EQUIPMENT SHALL BE LISTED, SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. G00/2m00 MECHANICAL GORE AND 2020 NEW YORK STATE: FUEL OAS GORE. LABELED, # INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S 6 CODE. EXTERIOR BALCONIES 40 psf 15 psf "1. VARIATIONS IN CONNECTOR GONFISURATION SHALL BE APPROVED BY II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. 3. ALL FUEL SAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS ARCHITECT NO NOTCHING AND BORING OF STRUCTURAL.. MEMBERS SHALL BE PERMITTED 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC SHALL BE EQUIPPED w/FLAME 5AFEOUARD DEVICE WHICH SHUTS OFF THE FUEL NOR ANY POTENTIAL DAMAGE THEREOF. DEEGKS 40 psf 15 psf CODE, NFPA"10 AND 2020 NEW PORK STATE ENERGY CONSERVATION SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM DATE: 01/17/24 2 OF 17 CONSTRUCTION CODE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE 4. SUPPLY Q RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. WATER OL05ET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN GYPSUM WALL BOARD COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 429 10 psf 15 psf I. 6YP5UM WALL BOARD SYSTEMS SHALL 13E OF A TAPE JOINT AND JOINT TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): INSULATION COMPOUND METHOD. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ELECTRICAL: DUCTS 3"(P 4 GREATER, LOCATED IN ATTIC: R-8 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf �v` "1* 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING,UNLE55 DUCTS UNDER 3"O, LOCATED IN ATTIC. R-6 FOIL TO BE PLACED TOWARD WARM SIDE. TO 201'1 NATIONAL ELECTRIC GORE, NFPA -TO AND 2020 NEW YORK STATE ; OTHERWISE NOTED. HATER RESISTANT (H.R.) AT BATHROOMS AND WHERE DUCTS 3"d) 3 6REATER, OTHER PORTION OF BUILDING: R-6 ENERGY CONSERVATION CONSTRUCTION CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf t�D/41C�+Cy/ DUCT5 UNDER 3"0, OTHER PORTIONS OF BUILDING: R-4.2 DEEMED APPLICABLE. 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON �` M A� '� WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY (V 'P� 0- SITE 516 , ONE HOUR RATED, SITE WORK COMPLETION OF WORK. SLEEPING ROOMS 30 sf 15 sf i " TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE P P g ir -4 I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR r (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET FOUNDATION WATERPROOFING. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA T2: �`� . O E EACH DIRECTION BEYOND THE UNI PLACED ALSO AT HEAT PRODUCING 2. VERIFY ALL GIVEN DATA ON DRAWIN&5. IF THERE 15 A DISCREPANCY, - GENERALLY,VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf * EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: { CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. SMOKE DETECTORS w/BATTERY BACK-UP IN: - 4 R-30 FOR FLAT CEILINGS „ �GUARDRAILS AND HANDRAILS 200 psf 15 sf N �����-"� � 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. - 5.25 R-500 FOR VAULTED AND CATHEDRAL GEILIN65 p p JOINTS,4. FINISH STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING NAIL DIMPLES, CORNERS, AND EDGES SHALL BE - 3.5" R-0 FOR 2"x4" WALL CONSTRUCTION A. EACH SLEEPING ROOM "9�. 3740 �O APED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SITE. STOCKPILE ALL EXCAVATED MATERIALS. - 5.25" AREA IN THE IMMEDIATE VICINITY OF R-21 FOR FLOORS B. OUTSIDE OF EACH SEPARATE SLEEPING ROOF LOADING p(LIVE = GROUND SNOW LOAD) 25 sf 15 psf �F N�� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE BEDROOMS (GENERALLY THE HALLWAY) ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE ALL OPENINGS. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL OF DWELLINO *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) A50E -7-I6 (MINIMUM DESIGN LOAD5 FOR BUILDINGS AND OTHER STRUCTURES) HOLF,)O1^4N META LS TYi=I GAL NA NO/STR,4FF NO REOU I RE� ENTS FOR FA5TENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL FT, 5HEAR, LATERAL N N,D RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUB5TITUTION5 MAY BE MADE WHEN LOAD GAPAGITIE5 ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE V4"x 2-0 GAUGE** -- "SIMP50N" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu FUSE IOd NAILS IF 57RAFFINO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J FASTENER SPEC. FASTENER co HOEDOWN 'A' HOEDOWN 'B' CONNECTION A DESCRIPTION c .� A I L I N O O R I D AND QUANTITY SPACING = 0) O FOR NEW $ EXIST. AT RAFTER TO RIDGE �N ROOF GE I L I NO FRAM I NO _ 7 0 FOUNDATIONS I.DIM's ARE ALL MIN.We BASED ON USE OF ONLY A 16d �}.� CONNECTION: COMMON NAIL w/o PREBORED HOLES. L ..... N Z ENDWALL ENDWALL " ".""" ""- RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER C O (5) 2x FULL (5) 2x FULL CORNER STUD „""""-""" """ 2' 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE fZ CONNECTED TO =�: FOR STRAP - 5 a d COMMON R.R. SERVICE CB r- HEIGHT STUD HEIGHT STUD 2' CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST U r- CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIALCONNECTED TO O O TRANSFER SHEAR \�Y � � � � (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-003 EACH LAP O ' SIMPSON HDQa FOR ROOF SLOPES UNDER 5:12 WITH . • • HOLES,SET NEW MEMBER. O m .� L0 2-I6d COMMON HOLDOWN ANCHOR a 2-16d COMMON ROOF SPANS OF 24' OR GREATER, • • • • '� (�J a--+ LOCATIONS NOTED NAILS a 6" O.G. USE 4 8 d COMMON NAILS ® EA. . . 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED (B NAILS a 6" O.G. d ON PLANS 10" O.G. IF BLOCKED �,„ ".. CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAIL) -I6d COMMON EACH LAP 0 c a O" O.G. IF BLOCKED .. END OF 5TRAP. 5 ? 5.SEE SECTION 6 FOR ANY REQT TO CLINCH THE NAILS(TO O a G CORNER POST TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE CORNER P05T '"''~ GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE „ THE ABOVE ASSUMES A RAFTER 4 1 "SIMPSON" HD05 "'""" SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END HOLDOWN ANCHOR a „ SECTION 12.4-PLACEMENT OF NAILS ! SPIKES 3 TABLE ^ ` LOCATIONS NOTED ° ° OF 24 O.G., INCREASE NAILING BY A GR 4-I. (\.IV) ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END CONNECTION 51 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMINO HOLDOWN INSTALLATION OPTIONS: ° 41 CONNECTION: a B2 .""'"'""�� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT T 70 FOR NEW P. GONG. FOUND.'s ° ° FOR STRAP - 3 8 d* COMMON NAILS a EA. "- HOLDOWN CAST IN PLACE w/-1/51-4t THREADED ROD ,.""" END OF STRAP. ' ' TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE • FOR EXIST P GONG. OR NEWLY CURBED FOUND.'s " SEE WHEN IN TOWN OF ISLIP OR NAILING • • nn 11 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO ` • • xOm"' GEOMETRY EXCEEDS THAT PERMITTED IN W . . . . STUD TO STUD (FAGS-NAIL) 2-16d COMMON 24" O.G. M CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� B1 MAX. NAILING GRID ABOVE UTILIZE Fes, ..�_J 1 ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 51MP5ON #H2A (OR EQUAL) RAFTER TIE (HIGH 57RENOTH ACRYLIC ADHESIVE) -.," HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 5 8 d COMMON NAILS " "`~ Jc FOR EXIST /NEW C.M.U. (GONG BLOCK) USE SAME ".•"' • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN CONNECTION "" . ._,•, - FOR G.J. TO R.R. - al 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1Z U w/-1/a"(P THREADED ROD REQUIREMENTS FOR 2-I6d COMMON PER FOOT RAISED G.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE $ OR BELOW AT G.J. TO G.J. CONNECTION: ENDJo15T, or BLOCKING (PAGE-NAIL) APPLICABLE) 2 16 d COMMON NAILS �-FOLDOWN 'G' HOEDOWN 'D' FOR G.J. TO G.J. - a I6 d COMMON NAILS FLOOR FRAMING •!—^ V J FOB UNDATIONST FOR NEWLY POURED CONNECTION GI 4 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST W FOUNDATION a ONE STORY ONLY� • (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT 57UD CORNER STUD rgFmm ,,CONNECTED TO o BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT 5TUD TO FLOOR ASSEMBLY "SIMPSON" HDQa (5) 2x FULL .•-^'"" ~ G2 "' - - ' G TO STUD CONNECTION: BLOCKING TO SILL or 5-16d COMMON EACH BLOCK HOLDOWN ANCHOR a -� 2-16d COMMON HEIGHT STUD ,, -^" • TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS a 6" O.G. k ."" ° ON PLANS Io" O.G. IF BLOCKED G I r _. " FOR STRAP - 5 5 d'" COMMON LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS a EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST C FOR EA. PLATE TO STUD ABOVE $ OR 2-I64:11 G NMCN C BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 5-I66 COMMON PER JOIST NAILS a " O.c i �� ``�.� -- •"•--•--- SAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATH I NO a d 57RUGTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD SOLID PERIMETER EDGE ZONE B ad COMMON 6" EDGE / 6" FIELD a EA.BA a "SIMPSON" ST DI4RJ CONNECTION DI D2 BLOCKING PERIMETER GABLE ENDWALL RAKE OR RAKE TRUSS W/ ad COMMON 4110.0. HOLDOWN INSTALLATION OPTIC 1�5 UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s DOWN CAST IN PLACEw/'1/8"� THREADED ROD ~"' • ""� FL STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATHING FOR EXIST. P. GONG. OR NEWLY CURRED FOUND.'s HOE w ' PLATES) CONNECTION: D2 -7/8 o THREADED ROD (PRE-DRILLED) EMBEDDED 12 INTO ___] ADHESIVE), # FOR TE"M " O F-40 F USE SIMPSON AT CORNER """-""-`- - [OYP5UMALLBOARD 5d COOLERS 7" EDGE / 10" FIELD „ CONCRETE w/�1L��ON' SET (HIGH STRENGTH EPDXY M, FOR STRAP - 5 a d* COMMON NAILS a EA. - o 0 I (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR o WALL SHEATH I NO END OF STRAP (WRAP STRAP UNDER SILL PLJ SPECIFIED ON D FOR EXIST. /NEW G.M.U. lC:ONC. BLOCK) TYP. FOUND. NOTE Ili FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN G FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/7/b"4) THREADED ROD ° 2 bd COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD • ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD FLOOR CONNECTION W/ # LPT4 51MP50N (OR -•.••----"• -- P.STRAP w/(3) Z ad NAILS a EA.END NAIL I NO/STRAFF I NO @ WINDOW/DOOR HEADFR STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES "�- "" EA EA.STRAP TO W EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) � ALTERNATE USE 0 SIMPSON H2.5A) V NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS a EA. END OF STRAPPING (2016 WFGM,TABLE 51,P. Iaa);WHEN STRAPPING GONNECTI ON E I" or LESS: ad COMMON 6" EDGE / 12" FIELD REOUIRE5 OVER 14 NAILS, USE 51MP5ON 0516 5TRAPPING (OR EQUAL). .••• GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOOR5) (201a WFGM, TABLE 5.255,P. 291) C - NUMBER OF FULL HEIGHT KING STUDS a EA. SIDE OF HEADER(201a WFGM,TABLE 5.250,P. 2112; -"" " " • ALTERNATE AS PER TABLE 5.25D,P. 2115) ' I - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING 5TUD TO END OF HEADER a EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL EDGE. "` ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED, Q D j A (2015 WFGM, TABLE 5.7, P. lag) / l a PLATES) CONNECTION R FO EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER � E (2-PLY) - NUMBER OF JACK STUDS a EA. END OF 2-PLY HEADER(2015 WFGM, TABLE 5.22F,P. 255) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G E O-PLY) - NUMBER OF JACK STUDS a EA. END OF 5-PLY HEADER (201b WFGM, TABLE 5.22F,P. 256) ° ° <° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT'' d ° � F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) a EA. SIDE 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF `•«. .."• a° ° ° ° ,d° CIE E— (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.a,P. 191) ^"• •"•y FOR STRAP - 5 a d"' COMMON NAILS a EA. 3 _ NAILS SHALL $E PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. , FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH WHITE X'" ^-..",•" ° °a END OF STRAP (WRAP STRAP UNDER SILL PL. SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B ° ° USED. g° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS FOR EA. PLATE TO STUD ABOVE $ OR BELOW - ADDITION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) 2 16 d COMMON NAILS A NOTATION S I ONAOE FOR TRUSS TYPE PRE-ENO I NEERED ROUGH P` B G D (2 PLY (3 PLY F WOOD, AND/OR TIMBER GONSTRUGTION OPENING HDW HDR) THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 230 LESTERS ROAD TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK NY 11952 2'-0" 5 1 1 2 1 1 2 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE I 2 3 2 2 3 SQL I G I NO O� TOi� �LAT� BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) VxIo" HDR (MIN.) U.O.N. 6'-0" 7 1 5 4 3 2 4 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, BLOCKING 2 CONSTRUCTION TYPE DESIGNATION SHALL TOP PLATE BAYS BACK a LESS PROVIDE 8-o q 2 5 5 5 5 5 SPLICE � TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS 4'BA K aC. T BLOCKING a 12,O.C.. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B$G - 10'-O" 11 2 4 6 4 5 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE r THE STRUCTURE UNDER SECTION 602 OF 12'-O" 13 2 5 8 5 3 8 BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE', " THE NYS BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) rrr. STRAP w/(5) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL OF EA. STRAP .00 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBER U M-00J00 4-o CONSTRUCTION AS FOLLOWS: ■ ANGHOR BOLT SFEG I F I GAT ONS 4-O /5-O 20-O 5-O - "F" = FLOOR FRAMING, INCLUDING 20-O _ TBLOCKINO 2 BAYS GIRDERS $ BEAMS SPECIFICATION (201a WFGM TABLES 5.2A $ 5.25, P. 1517-160) 24-0 „ „ 24-O„ 6-O„ BACK a 4'-0" O.G. - "R" = ROOF FRAMING 4-O /5-O - "FP" = FLOOR $ ROOF FRAMING DATE: 01/17/24 3 OF 17 CORNER " ,CONDITION FOR ALL STRUCTURES: .. ANCHOR BOLTS a 3q" O.G. 2a'-O" ' 52'-0" 6'-O"/`I'-6" 32'-O" 8'-O" SECOND FLOOR _ g R �y r NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE �� O L� CONNECTION USING 2 I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" a'-0"/10'-o" 40'-0" BLOCKING p 1. MIN. T' EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS - SAYS Q • BACK a 4-O O.G. END w/ 5" SQUARE WASHERS AND END NUT 5ETUP; 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-0"/12'-6" 50'-O" 15'-o" CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP. STRAP w/(3) z TOP TWO COURSES SOLID STROKE �C y ad NAILS EA. END `� e � 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/IS'-O" 60'-O" I6-O' OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H/5; FIRST FLOOR �J► - OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE "10'-O" 14'-O" '70'-0" PLAN DIAGRAM OF ZONES Iq'-O" _ _ NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR >,, 744 yp 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12° (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I6'-O" 80'-0" 22'-0" t��� FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 WHITE II'WALL- I.8"IS BLOCKING 2 BAYS RED PANTONE 12'WALL - 1..5 THI5 COLUMN w/MULTIPLIER BACK a 4'-O" O.G. 4. COORDINATE W/ HOLDOWN LOCATIONS FOR 10'-0"WALL #18� 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 'MISCELLANEOUS FRAM 1 NG GRAPHICS GONT I NUOUS BUILT-UP GIRDERS, 3 OR MORE SURPORTS (THAT EXCEED FRAMING 5TANDARDS, IT 15 REG'D FOR FRAMER TO HAVE A F 1 RE-BLOGK NG FOR FLATFORM WOOD FRAMING WORKING KNOWLEDGE OF THE AMERIGAN WOOD GOUNGIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) a AND ALL RELEVANT PORTIONS OF THE RE5IDENTIAL CODE) BET�F Ab WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION Q DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION; THE SOLE SERVES u L A5 FIRE-STOPPING. Ll NON-LOAD BEARING WALL OFFSET FROM SUPPORT A ][(:2)ROWS IOd NAILS et 12"O.G. MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER P' Lu THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST J o STUDS STUD IS (3)ROWS IOd NAILS m 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPING. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q SUBFLOOR G (2)ROW5 1/2" 4,BOLTS a 12"O.G.STA66ERED; TWO-PIECE JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE � � JI DBL.• ENDS PLATE SERVE AS FIRESTOPPING. b� / 50LE PLATE BUILT UP GIRDER MAX.52" SOLE PLATE D (2)ROWS V2" 4)BOLTS® I6"O.C. NAILING: O i TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE -0 r- 0 J015T SERVES AS FIRESTOPPINI5. >- C9 51DE WITH IOd NAILS TWO NEAR EACH END OF �^- E (2)ROW5 1/2" 4'B2LT5® 24"O.G. L z BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O O Ill F (2)ROWS 5-5/5"TRUSSLOCK SCREWS a 12"O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. '— Ln SCREWED ON(1)SIDE of MEMBER LINE• OR GIRDERS ARE TO BE NAILED FROM EACH cc� � —�(2)ROWS ON(1)SIDE OF ME SCREWS m Ib"O.G. 51ME w/ IOd NAILS, TAO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE G x O N h SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS 5TACISERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O 0 O 4-J H (2)ROWS S-3/8"TRUSSLOGK SCREWS® 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPNG. 0 m , JOIST SCREWED ON(1)SIDE OF MEMBER a-J }� THREE-PIECE 9. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N M I MAXIMUM OFFSET (2)ROW5 5"TRUE SCREWS ED 12"O.C. O BUILT UP ORDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51ME W/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q '- �- MATCHED SIZE OF BLOCKING I FIRE5TOPPING AND K (2)ROWS 5" BOTH SIDE SCREWS m Ib"O.C. PIECE INCLUDING INTERMIDIATE JOINTS AND W THE 4 UNDER NON-LOAD BEARING I SCREWED ON BOTH SIDE of MEMBER � " PARTITIONS ® 52" O.G. BLOCKING 57UD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 5. THE HEADER 5ERVE5 AS FIRE-STOPPING. DOUBLE PLATE L (2)ROWS 5"TRUSSLOGK SCREWS m 24"O.G. BETWEEN 1/6 SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. ! q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL ^ ` FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CANTI LEVERED FLOOR GE I L I NG BRAG I NG I.BEA S 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON P SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED STRINGER TO SERVE AS FIRESTOPPING. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN 6"oR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER p FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE GABLE END FIRE5TOPPINO SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR 2'x4 CONTINUOUS MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE® V O.G. T�55 BOLTED TO STEEL COLUMNS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 . BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE v JOIST T 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. SHRNIl CRACKY BY AIR S OF HENTS \INTERIOR FIIINO D AND OUT NISH. PLASTER °CEI NG ON NORMAL M NAILING FATTERNS FOR S DE LOADED BEAMS (1 c . FLUSH BEAMS) PLATFORM FRAME FIR CONSTRUCTION ON NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE m 10)Bd -LOCATIONS REQUIRUNG FIRESTOPPING- AS FIRESTOPPING. NAILS FIRE- FIB_ WOOD FIRESTOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPIN6 STOPPING FIRE- FIRE- SOLESTOPPING STOPPING MULTIPLE-PIECE MEMBERSrm O.C. NAILED ' 1 5d COOLER NAILS® 10" I i v JOIST « : BOLTED� , I \BLOCKING 2 x4 BLOCK NAILED TO EA. BRAGS 2 ROWS Ibd 5 ROWS Ibd 2 ROw515" 2 ROW5Y2" 2 ROW514" FIRESTOPPI�ERRTIC L W/(4) IOd NAILS COMMON COMMON COLTS a 24" BOLTS BOLTS e 12"O.G.6 C 12"O.G. oc•STAe�RerP a 12"O.G. a b"O.G. GOVERIN6 15 APPLIED 20 a STRAP TO UNDERSIDE OF STUD GYPSUM BOA g TWO ROWS 12"O.G. THREE ROWS 12"O.G. J015T5 I !/1 DOUBLE PLATE „ !Io)8d NAILS BEAM SELECTION w/ STD. NAILING o " " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 V 5d COOLER NAILS® 10" O.G. JOIST SHALL BE LOCATED DIRECTLY ENDWALL STUDS AS NOTED IN NOTES 1 8 o " o 0 0 o s LOCATIONll S NONCOMBUSTIBLE DENOTES ALT.FOR USE OF DRYWALL SCREWS SOLE FIRESTOPPING OF GIRDER Q VER 5TUD5, UNLE55 TOP PLATP'_ I5 411® EDGE/1211 m FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM ED6E5 WOOD FIRESTOPPING DESIGNED TO CARRY THE LOAD SCREWS#6 - l TYPE INORS FIRESTOPPING LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' T'WO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL � THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O O O © O © O INTERIOR STUD DETAIL OVERLAID ROOF o 0 0 0 0 0 0 0 0 ;I\ 2"SPACENOT 5.STAGGER EACH ROW OF FASTENERS BY 12". �i � � ATTACHMENT ® VALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRE5TOPPIN6 5.F E OUR-PICE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 ;\ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4 O.G.NAIL SPACING. LOCATION "i STD. NAILING FOR TOP LOADED MULTIPLE-PIECE SEAMS: ° i STRAPPING w/ FIRE5roPP1NG LOCATION q 4 Sd NAILS '7'2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS LOCATION 8 • EA.END a R.R. 6.5 ROWS OF Ibd COMMON NAILS(12"OZ)FOR DEPTHS OF 14',Ib" 4 16". LOCATION 10 FULL WIDTH 2" BLOGKIN - z O I 0 GON57RUG71 ON DETAILS W ND LOAD FATH GONNEG71 ON DETAILS TOP PLATE DRILL 2"4' INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPINGIN5TL. NOT TO SCALE EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE:LAPS 4 Iod ,rONTINUOU5 LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE 5PIKED TO R.R.'s ALIGN NEW 4 EX. R.R.A5 5HOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I S WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JO 1ST HANGE HEADER C ENERAL REOU I REMENTS FOR GENERAL REG2U I REMENTS FOR W INSTALLATION OF GLINGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADE -� o WOOD GIRDER WOOD JO 1ST JACK STUDS MAIN MEMBER W I_ia" 300 Q JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 50° K/ THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, WHITE I. NAILS SHALL BE DRIVEN PERPEi`1DIGULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R 0, No MORE THAN 2 TOE NAILS SHALL BETo AVOID INSTALLED IN I AINSIPE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BOTTOM PLATE BOTTOM PLAT 230 LESTERS ROAD BATHTUB - SUB FLOOR DOUBLE JOIST DOUBLE JOI5 TOP PLATE MATTITUCK, NY 11952 GH I M. CHASE SECURING ® STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS fl BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR A 51.K'G TO R/L SIDES W/STRAPPING TO R/L SIDES) O PAGE: tu TOP PLATE a O-jm K ND RES 1 STANT GONSTRUGT 1 ON GONNEGTORS GHIM. CHASE WALL V V I P �� CONNECTION LOCATION: PART NUMBER: NOTES: 00 A oo ffs ■ d RIDGE-TO-RAFTERS C520 ® 21 " APPLY TO EACH PAIR OF RAFTERS tu a RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01/17/24 4 OF 17 o ju ROOF J �o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER T Eto REaD BLOGKINO O n- PLATE-TO-WALL STUD C520 @ 18" TO ALIGN w/STRAPPIN.O d a APPLY TO EACH WALL STUD f,• ® EA. T EEFIRST°FL. Il w X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD �•���� FLOOR/01-6. ® O HEADER-TO-JACK STUD 0520 © 12" M. F� APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD � �' •��; ��o � r � SHEAR WALL HOLDDOWN AUCHOR 557516 APPLY TO EACH SIDEWALL END 157. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE 9� 374 SIDE VIEW PLAN VIEW (USE WITH 3 SQUARE WASHERS) OF N� USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFAGTURE'5 REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. GENERAL S I I " I50L E I _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) L.G. W FOUNDATION WALL J Ca NEW WOOD FRAME ( � NE � EXIST. AWN. EXIST. AWN. STL. WHEN APPLICABLI°) 2`7"WXI'6"H 27"WXI'6"H Q ;+_' CV NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5Tl_. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. Z IY NEW 2-HR FIRE RATED WOOD FRAME (L.G. STI_. ca O O O CV i WHEN APPLICABLE) WH >) X U N r6 00 O 4 EXIST. _c O co ' ` GL. EXIST. MECH. 4-+ CV J In ca EXISTING ROOM Q O d. O RECREATIONAL N SPACE x i BOILER -HEATED- PROVIDE BASEMENT I ACCESS PROVIDE GRAWL5PACE W AGCE55 I I I I STEP UP I I EXISTING RELOCATE A _ RECREATIONAL WASHER e DRYER SPACE • -HEATED v (D -FINISHED- I I4 , , 1 , I I EXIST, I T I I LNDY. I I 1 GL. 1 1 J I 11 I EXIST, L--------J I BATHROOM -----,�- c EXIST. O EXIST. �— CL. O O ® — ELECTRIC, PANEL j Q ' EXIST. (2) D.H. EXIST. (:2 DEMOLITION NOTE: Q PROVIDE 5HORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. Li BASEMENT DEMOLITION PLAN SCALE: 1/4" = I'-oil ALL EXISTING WINDOWS Z ITO BE REMOVED W ----7 O U - - I Girl IN EXIST. IN 1 — < CL I I ui III I I Q III Q Il Hill IZ...J IN 11 EXIST. I ' I x41 ° EXIST. PROJECT: EXISTING STOOP 1 1 _qL BEDROOM � BEDROOMTO BE DEMOLISHED 1 EXIST. EXISTING WALLS GL. tu w 1 1 1 WHITE r-1-,--, ----- I I TO BE DEMOLISHED I IACCE 1 1 I 1 i IAGGESS ADDITION I`` I ° I _-n I L---J I r �� tu EXIST. EXIST.I I I I EXIST. I I I I �� I I GL I I I I \ EXISTING CHIMNEY 1 1 UPI I STOOP I I / I I I I I TO BE DEMOLISHED I I L--------_-_ J L -, 230 LESTERS ROAD ----------� - -� �_________________ - I ° F____ I i MATTITUCK, NY 11952 L_L_I_-1-------I EXIST. I I EXIST. _ZXIST. HALLWAY I I COVERED I P PLUMBING FIXTURES b 1 1 FoRr-H I ALL EXISTING CABINETS DRAWING TITLE: TO BE REMOVED EXIST.ILIVING I ------------ F--- / PROPOSED DEMOLITION PLANS III ROOM r-L-I- I III -GATHEDRf L CEILING ISLAND- 1 . \ �i' IIII I `�/ II I ��\ EXIST. III I I III �-------------� � \�� -IH BATHROOM I EXI5TING STOOP Hill III EXIST. I����� >> I TO BE DEMOL15HFP IN I KITCHEN 1 III ,,-„ PAGE: A�y ■ � I ® I � I f III !REF. I L- J 00 ----- J I I DATE: 01/17/24 5 OF 17 EXIST. I I I I DEMOLITION NOTE: STOOP PROVIDE SHORING AND SUPPORT TO ALL AFFECTED I I I EXIST.I I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT I 1 1 I OF ANY DEMOLITION OR CONSTRUCTION. I I I I I -- - L f' L------ 1- -1 _1 j. EXISTING STOOP TO BE DEMOLISHED F I RST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" I 9�. T4 5 O f op tq � �I�, I � `.T� . ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING B STRAPPING DETAILS. -" ""� SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER DOOR SCHEDULE FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER - - - NEW PARTIAL HEIGHT ** CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WIND DOOR MATERIAL OWS - i d _ EXISTING TO BE DEMOLISHED WHEN APPLICABLE) FNINDOW CHART TAG DESCRIPTION MANUFACTURER p QN 45RM1ST aD NOTESWOOD FRAMEL.G. STL. EXISTING TO REMAIN EGRESS CLEAR WIDTH HEIGHT Q SELF-CLOSING LJJ LIGHT VENT ILI Lu ca NEW WOOD FRAME (L.6. � NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. � STL. WHEN APPLICABLE) F. TYPE MODEL # WIDTH REO'D: 20° TEMP. PER UNIT PER UNIT --- HEIGHT REQ'D: 24" (5.F.) (S.F.) BASEMENT Q � N WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5.7 S.F. NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL -- - - Qi �c Ln POST FOR 4" WALLS A DOUBLE HUNS TW2442 2'-6 �" 4'-4 �" 2'-5 �" 4'-4 g" IF � 7.0 4.0 001 SINGLE SWING TBDJ � INSULATED WOOD FRAME (L.6. STL. WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ _ _._ _ POST FOR b" WALLS), U.O.N. AT DOUBLE HUNG TW2442 2'-6 �" 4'-4 �" 2'-5 4'-4 �" 7.0 4.0 � (D NEW 2-HR FIRE RATED i WOOD FRAME (L.6. STL. (3) MULLED O O cV O WHEN APPLICABLE) B UNITS CL .O L� _`e --IFDOUBLE HUNS TA24510 2'-b J" 6'-0 9" - 2'-5 J" b'-O �" 10.2 5.5 O O O +UO-+ N FOUNDATION PLAN NOTES PICTURE DHP56510 5'-7 �" b'-O �" 5'-� b'-O �" 28.3 34.0 � 0 0° 4 V) DOOR NOTE: EXIST. MEGH. ROOM: C F_(5) MULLED DOUBLE HUNG 7W24510 2'-6 �" b'-O J" 2'-5 b'-O 10.2 5.8 O N O fC0 OI. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT 12 I. NEW 120 GAL. WATER TANK Q O a G O ON PLANS BY 'JELD-WEN' (OR EQUAL). O 2.EXIST. ENERGY KINETICS 2000 BOILER MODEL D DOUBLE HUNS TW20410 2'-.2 5'-0 2'-1 5'-0 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT NO. EK-IF (RUN HOT WATER TO AIR HANDLERS) ON PLANS BY 'THERMATRU' (OR EQUAL). 3. ADD (2) NEW 56,000 BTU MODEL NO. �F 2'-2 ^ ` 3. NOTE DOES NOT INDICATE EACH NEW DOOR DT DOUBLE HUNG TW20410 5-O 4-O Q [--a 4.o $CRMB663653N4 AIR HANDLER(RUN HOT PROPOSED;SEE DE516NATION5 E DOOR SCHEDULE. WATER TO NEW AIR HANDLERS) 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 4.EXIST. ATTIC LEVEL AIR HANDLER TO REUSE E DOUBLE HUNG TW2046 2'-2 �" - _4'-8 2'-I J 1 4'-8 g" 6.3 3.7 WALLS, U.O.N. 5. F.A.I. AND FLUE VIA THROUGH WALL 5. INSTALL AS PER MANU SPEC.'S 6.MAINTAIN 30"x30" CLEARANCE IN FRONT OF F DOUBLE HUNS TW210510 3'-O �'�� b'-O �" 2'-II b'-O �" 7.1 12.a 7.2 6.PROVIDE (2) 2"xl0" HDR., U.O.N. MECHANICAL UNITS AS PER NYS MG 306.1 7. SEE PACE 0-003 FOR ALL OTHER FRAMINO 7. MAINTAIN ALL APPLICABLE VENTING 45-P4040- �, : ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. CLEARANCES REQUIRED PER NY5 MG 604. S BAY 20 7-2 4�F 7-3 4-I 'T FREEZE PROOF H05E BIB: - - ---- O2 FASTENED w/ MASONRY ANCHORS (PRECISE TYPICAL MECHANICAL ROOM NOTES: H (2) MULLED TW24510 2'-6 �" 6'-O �" 2'-5 b'-O �" 5.8 10.2 11 5.8 LOCATION T.B.D. IN FIELD - CONSULT w/ OWNER) I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY DOUBLE HUNG n , "DUROCK" (OR EQUAL) (5) MULLED TW24510 2'-b �" 4'-0 �" 2'-5 9" 4'-0 J" 6.4 3.'1 W OSMOKE DETECTOR / GO DETECTOR. NOTES: 2. FOR PC. FR. GL6. AND/OR WALLS - PROVIDE (1) DOUBLE HUNS M 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT LAYER OF 5/5" TYPE "X" GYP. BD. UL U305 (OMIT ON SMOKE /CARBON MONOXIDE COMBINATION DETECTOR GONG. WALLS) K* CASEMENT GW35 7'-I �" 5'-O 7'-O 4'-i 8.6 27.6 17.2 • HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 2.INTERCONNECTION $ETWEEN NEW S EX:ISTINO DEVICES SPEG.'s AND AS PER NYS MEGH. AND FUEL GAS CODE LT DOUBLE-HUNG TW2036 2'-2 �" 3'-8 �" 2'-I 3'-8 �" 4.7 2.8 I SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 4. COMB. AIR VOLUME A5 PER MANU. SPEG.'s - PROVIDE ARE NOT INTERCONNECTED, AS PER NYS R314.4. FRESH AIR INTAKE FROM EXTERIOR 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND 5. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL FM CASEMENT GX25 5'-3 5'-O 5'-2 4'-II �" cib 20.7 la.b PER GENERAL ELECTRICAL NOTES Off! PAGE 6-002. EMEROENGY SHUT OFF SWITCH - _ _ 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. 6. FOR OAS SERVICE, PROVIDE OAS SHUT OFF SWITCH HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 7. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER N ::1 DOUB QLE-HUNG TW2436 2'-6 �" 3'-8 2'-5 3'-8 �" 5.7 3.3 d OPENIN05 TO BATHROOMS w/SHOI^IER OR TUB. CLEARANCES AS PER CODE 5. INSTALL ALL AS PER MANU. 5PEC.'s 5. PROVIDE 3" FLOOR DRAIN d CONNECT TO SANITARY �+ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SYSTEM AS PER NYS PLUMBING CODE CASEMENT WINDOWS TO HAVE CENTER MULLION IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: Q O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 THERMOSTAT: SERIES, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS 14 I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: NOTED). INSTALL AS PER MANU. SPEC.'S. - ZONE I: 15T FLOOR, FOYER 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - ZONE 2: I5T FLOOR, MASTER BEDROOM SEE DESIONATION5 4 WINDOW SCHEDULE. - ZONE 3: 2ND FLOOR, HALLWAY 3.POR SUBSTITUTIONS, SEE NOTE #9 IN "OLA55 WINDOWS - ZONE 4: BASEMENT AND DOORS" ON PAGE 6-002. 2. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE. SPECS; 5. ALL DOUBLE HUNS WINDOWS TO BE TILT WASH 3. THERMOSTATS SHALL BE PLACED IN CENTRAL _ 6.IN GENERAL, TEMP. OL. SHALL BE PROVIDED: LOCATIONS (AS SHOWN, DEVONATED FOR HVAG O (0.I. FOR ALLSKYL16HT5 8 OPERABLE PANELS OF PURPOSES). m SWINCINO, 5LIDIN5, 8 BIFOLD 'DOORS Q I 1 6.2. WITHIN 18" OF F.F. 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN 5TAIRWAY5 d WITHIN 36" OF A LANDING 15 PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: 6.5. WITHIN TUB/SHOWER ENCLOSURES I. UNITS BY "RHEEM" OR APPROVED EQUAL 2 C 6.6, SEE ALSO GENERAL NOTES ON PAGE 6-002 2.PROVIDE TONNAGE FOR I5T FLOOR "ZONE I" UNIT 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND LOCATED IN GRAWLSPAGE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 3. ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT (2) 2NIO" HEADER U.O.N. LOCATED IN ATTIC 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOW5 WITH SILL HEIOHT5 LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -72" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE :BUILDING - - CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: - -NET CLEAR OFENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM 0, m NET CLEAR WIDTH................. 20" MINIMUM Q .a EGRESS WINDOW WELL: O PROVIDE NEW EGRESS WINDOW WELL 8 COVER BY "ROCKWELL;66 SERIES" 66W.X44"H. OR. EQUIVALENT. EXIST. AWN. A/C PAD INSTALL AS PER MAN. SPECS. 2"i"WXI'6"H RELOCATED ��- O FREE57ANDIN6 w OIL TANK g EXIST. AWN. CNA7FR 7"WXI'6"HO FILTER L16N V NEW FAMILY Q E ROOM pl ( � 403 S.F. 15 Qin CVqH W 4 F E B c., -HEATED- 2 6 202� � r > iL -FINISHED- EXIST. Q � o G.H.=7'-O" FINISHED FLOOR Cam' EXIST. TO FINISHED CEILING EXISTING INSTALL DIRECT VENTS=ry RECREA71 ONAL 3 4'-0" MIN. FROM WINDOWS PROJECT: 5 a(L _ SPACE 12 -HEATED- BOILER - SM/GO uu 14 -FINISHED- NEW WHITE 4 L G.H.=7'-O" FINISHED FLOOR GRAWLSPAGE - - TO FINISHED CEILING 220 S.F. � ADDITION BILGO ❑ ❑ STAKWEL 3 4" STE • 4" STEP 001 EX I STI NO SM/CO PROP. RECREATIONAL OPENINO 230 LESTERS ROAD SPA CE-H - MATTITUCK, NY 11952 -FINISHED- G.H.=V-5" FINISHED FLOOR TO FINISHED CEILING DRAWING TITLE_: O MODIFIED - " PROPOSED FOUNDATION PLAN EXIST. - - - F_ I- BATHROOM - EXSTING EGRESS 2 WIMDOW TO REMAIN; MODIFIED O REPLACE CLEAR OPENING OF UTILITY ELECTRIC 6 S.F. GL. • . I - -PANEL 300 ® AtJiP SERVICE I- -I - - - - - - - - - - . PAGE. EXIST. (2) D.H. A-102m00 7'6"WX4'7 H _ o DATE: 02/21/24 6 OF 17 a PROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" ` G. °"- 120' f.-7 S.F. HAE31TAE3LE SPACE; S.F. Cfi�OSS FLOOR AREA o s so 20 �74 D0 GRAPHIC SCALE 1/4"g1'-o" OF�4 0�--• i�AL ��/ �/ • ALL NEW WINDOWS SHALL BE ANDERSEEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. 1 i i '�* SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME: MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTH5 FOR ALL MULLED WINDOWS _ EXISTING TO BE`. DEMOLISHED WOOD FRAME (L.G. 5TL. DOOR SCHEDULE WINDOW CHART Q WHEN APPLICABLE) EGRESS CLEAR W EXISTING TO REMAIN DOOR MATERIAL NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT W FIRE RATING TEMP PROV. PROV. _J � WIDTH REG'D: 2O PER UNIT PER UNIT (� 5TL. WHEN APPLICABLE) TAG DESCRIPTION MANUFACTURER p -a � 45 MIN. RATED NOTES T G TYPE MODEL # " (S.F.) (S.F.) Q CV Q N HEIGHT REO D: 24 � WOOD FRAME (1_.G. 5TL. ® WIDTH HEIGHT 0 SELF-CLOSING WIDTH HEIGHT WIDTH HEIGHT OPEN REO'D: 5."I S.F. NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL O iu < 'E � POST FOR 4" WALLS WHEN APPLIGAE3LE) (MIN. (2) 2"x6" STRUCTURAL A DOUBLE HUNG E iTW2442 2-6 4-4 2-5 4-4 IE_ I"7.0 4.0 p Q POST FOR 6" WALLS), U.O.N. FIRST FLOOR O NEW 2-HR FIRE RATED AT DOUBLE HUNG TW2442 2'-6 �" 4'-4 1" 2'-5 J" 4'-4 ill0 =-T.o >- _Q 101 SINGLE SWING JELD-WEN 2-4 8-O • (3) MULLED a0 � LN Y � WOOD FRAME (1_.G. 5TL. „ „ IL L z Q WHEN APPLICABLE) _ B UNITS C>3 � 10277 POCKET JELD-WEN 2'-O" 8'-O" DOUBLE HUNG TW24510 2'-6 �" 6'-O �" 2'-5 6'-O �" 10.2 5.5 O�F 0 � N II 7_10-5 -] POCKET JELD-WEN 2'-O" 8'-O" • PICTURE DHP56510 5'-7 �" 6'-O �" 5'-7 6'-O �" IF28.3 34.0 -C Om •� C9 FLOOR PLAN NOTES CVO cz Le ----- DOOR NOTE: 104 SINGLE SWING JELD-WEN 2-6 8-oil • G (3) MULLED TW24510 �F 2'-6 6'-O �" 2'-5 6'-O 10.2 5.8 Q a. :: I 0 (. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT I b NEW LAUNDRY ROOM: DOUBLE HUNG I. NEW WA5H /DRY HOOK UP O ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.COORDINATE LAUND. ROOM DOOR DIM.'s 105 GLIDING ANDERSEN 6'-O" 8'-O" D DOUBLE HUNG TW20410 2'-2 �" L5'-O �" 2'-1g" 5'-O6.8 4.0 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT W/SIZE OF EQUIP. _ � ON PLANS BY THERMATRU (OR EQUAL). 3.PROVIDE HOOK UPS AS REO'S PER MANU. „ „ r� DT DOUBLE HUNG TW20410 2'-2 �" 5'-O �" 2'-1 4'-0 �" 0 6.5 4.0 3.NOTE DOES NOT INDICATE EACH NEW DOOR I06 SINGLE 5WING JELD-WEN I-6 8-O • �il n , PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. u_ _ L (D �2) E DOUBLE HUNG TW2046 2'-:2 4-8 2'-1 4'-6 IF6.3 3.7 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR DRYER EXHAUST NOTE: ' " �� ID"i DOUBLE 5WING TBD 2,_0„ 8-O • _ WALLS, U.O.N. I. DUET SHALL TERMINATE TO EXTERIOR F_ __ OTHER FRAMINC7 2 OPENINGS SHALL TERMINATE MIN. 4'-O FROM ANY 108 r GLIDING ANDERSEN 6-O 8-O • • " 5. INSTALL ( PER MANU SPEC.'S 3.DUCT SIZE A5 PER MANU. - F DOUBLE HUNG TN210510 3-O 6-O 2-11 6-O g -1.1 12.Q '7.2 6.PROVIDE (2) 2 xI0 HDR.,U.O.N. 5 FOR ELEMEN1 TS AROUND DOORS(TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EOMANUD w/A BAGKDRAFT DAMPER G BAY 45 20040 "f-2 4-2 '7-3 4-I � 70 U 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN SINGLE 5WING JELD-WEN L2-O �F 8-O • STAIR RAILING NOTE: -. (2) MULLED ■- O i O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO r H TW24510 2-6 6- 2-5 (0'-0 5b 10.2 5.5 Tr - RISERS SHALL IC CLOSED I10 POCKET JELD-WEN 2-8 b-O _ CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM :: DOUBLE HUNG ^ ` 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO (5) MULLED „ (�D EXCEED B FEET AND SHALL BE LISTED AND LABELED J TN24510 2-6 4-0 2-5 4-O 6.4 I3.7 M NOT EXCEED THE SMALLEST BY MORE: THAN DOUBLE HUNG 4--J l I 1��� IN ACCORDANCE WITH UL 2158A. III SINGLE 5WING JELD-WEN 3'-O" 8'-O" • 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-8 . " - 1 6.EXHAUST DUCTS SHALL BE MIN O.OI6 THK RIGID ,� , „ , „ , • 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: METAL W SMOOTH INTERIOR SURFACES WITH JOINTS ;� K CASEMENT ON55 -7-1 5-O -7'-0 J 4-11 g 8.6 2-L6 1'1.2 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 36 MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 112 51NOLE SWING JEELD-WEN 2'-4" 8'-O" • -- 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: S: MIN. DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL LT DOUBLE-HUNG TW2036 2'-2 J" 3'-8 9" 2'-1 J" 3'-5 j" 4.-1 2.8 c- + 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2'1" MIN. SCREWS 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE M CASEMENT OX25 5'-3 4" 5'-O 5'-2 1" 4'-11 ill q.8 20.1 Iq.b OR MORE RISERS, AND WHERE 5HOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 _ _ 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° WALKING SURFACES LOCATED MORE THAN 30 ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES N DOUBLE-HUNG TW2436 2-6 3-8 2-5 3-e, 5.7 3.3 ■ FINISHED FLOOR OR GRADE, 4 WHERE: SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. 1. 36" HIGH GUARDRAIL 4 SPINDLE SPAc:IN6 NOT TO V J ALLOW PASSAGE OF A 4" (P SPHERE;36" H16H * CASEMENT WINDOWS TO HAVE CENTER MULLION Alk ^ ` HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE W 8. 6RIPPABLE RAIL A5 PER CODE. O VENTILATION 15 NOT MET BY MEANS OF NATURAL wmQ q. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION OSMOKE DETECTOR / CO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPECS 3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. O I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 3.1/2 HR FIRE RATED ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 4.DBL. FRAMING WHEN NEW OPENING 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 5. WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-41 PER GENERAL ELECTRICAL NOTES ON PAGE C-002. INSULATION ABOVE w/ WD. FR. (OR EO) BAFFLE OR Ll 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. RETAINER TO PREVENT INSULATION FROM ENTERING HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 TW24510 DHF56510 TW24510 4 OPENINGS TO BATHROOMS W 5HOWE'R OR TUB. (OMIT WHEN ATTIC, AGGE55 DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. 5PEC.'s THERMAL ENVELOPE OF BUILDING). WINDOW "B" 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6.INSTALL AS PER MANU. SPEC.'S IN COMPLIANCE WITH LOCAL GORE -i. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. WINDOW NOTE: NEW PLUMBING FIXTURES: O4 I. ALL NEW WINDOWS $ DOORS SHALL BE ANDERSEN 400 n ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SERIES, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS u SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. NOTED). INSTALL AS PER MANU. 5PEE.'5. j 2.NOTE DOES NOT INDICATE EACH NEW k,1NDOW PROPOSED; NEW FLOOR: - Q SEE DE516NATION5 # WINDOW SCHEDULE. IO 1. NEW J" PLYWOOD SUBFLOOR BENEATH (CLUE 4 SCREW); 5.FOR SUBSTITUTIONS, SEE NOTE #q IN "61_ASS WINDOWS SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® AND DOOR5" ON PAGE 6-002. INTERIOR. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE 2.NEW FLOOR FINISH, NATURAL WOOD FLOORING PER H.O. 4 MATEHIN6 DOUBLE HUNG GRILL PATTERN. SELECTION I i'-2" 45'-2" 8'--►" 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 4'-4" 8'-6" 4'-4" 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: NEW TILE FLOOR: b.l. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF II I. NEW TILE FIN15H (H.O. TO SELECT) UPON F F `} SWINGING, SLIDING, 4 BIFOLD DOORS 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 6.2. WITHIN It3" OF F.F. 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON • • 6.5. WITHIN 24" OF A DOOR 4.NEW " PLYWOOD 5UBFLOOR BENEATH (CLUE 4 SCREW); 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING SOREN PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® '+ D NATURAL LIGHT 6.5. WITHIN TUB/SHOWER ENCLOSURES INTERIOR. PROPOSED 6.6. SEE AL50 GENERAL NOTES ON PAGE 0-002 VENTILATION '1. SEE PAGE G-005 FOR FRAMING ELEMENTS AROUND MASTER 10 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM BEDROOM FLOOR '15 5 F 10'-O" (2) 2"xl0" HEADER U.O.N. 12 PROVIDE (2) NEW 2 TON HYDRONIG AIR HANDLER: 220 S.F. AREA I. UNITS BY "RHEEM" OR APPROVED EQUAL "CATHEDRAL CEILING- S.F. REV. S.F. PROV. N 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER „ 2.PROVIDE TONNAGE FOR 15T FLOOR ZONE I" UNIT NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I- LOCATED IN CRAWL5PAGE NATURAL LIGHT LIGHT 6.0 S.F. 20.0 S.F. AL16N BAY WINDOW SILL; Z LESS THAN 24 ABOVE F.F., THAT ARE MORE THAN"I2 " ": - lD IV 0 0 0 REO'D TREX RAILING w 3.ROVIDE TONNAGE FOR 2ND FLOOR ZONE 2 UNIT ABOVE GRADE OR THE ADJACENT SURFACE AT THE o �t z z VENTILATION z z � COUNTERTOP EXTENSION LOCATED IN ATTIC i - BUILDING EXTERIOR. p T- 0O - FLOOR p=� - VENT 5.0 S.F. 15.8 S.F. m EGRE55 NOTE: N U AREA 220 S.F. N v REO D Q 0 A/C CONDENSERS: WALL MOUNTED IN COMPLIANCE WITH NEW PORK STATE BUILDING z 13 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 13 I. PROVIDE (2) NEW 3-TON A/C, CONDENSERS BY "RHEEM" S.F. REQ. S.F. PROV. p POT FILLER EGRE55 SHALL BE FOLLOWED: OR APPROVED EQUAL. LIGHT Ilk S.F. 51.4 S.F. 6 � 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH D REG'D _ „ PROPOSED „ NET CLEAR OPENING........... 5.1 S.F. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). VENT - STOOP NET CLEAR HEIGHT............... 24" MINIMUM 3.INSTALL AS PER MANUFACTURER SPECS. O,D 5.5 5.F. I7.5 S.F. -TREX DECKING- '7'-4" RELOCATED w NET CLEAR WIDTH................. 20" MINIMUM 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND H /,- :t `} - D-1NG t•- SURFACE (GONG. PAD OR OTHER) w/HE16HT RATING �`-_ r OIL TANK 0 WINDOW SILL NOTE: - SUFFICIENT TO ACCOMMODATE CR055 WEIGHT OF _ _ - q O� Q UPPERS • `I CONDENSER. (2) I'-I"Wxi'-b"H NICHE HV - I. PROVIDE INTERIOR WINDOW SILL EXTENSION 4 SUPPORT. 5, ALWAY5 LOCATE CONDENSER 10' MIN. FROM ANY OAS 1O8 ��_� 36 DW E PROJECT: 2. FINAL SIZE AND FINISH PER H.O. SELECTION. _ R N• o 0 o PERS O APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS 6-O 5-10" 3 q�_q REF I ® � 3. FASTEN EXTENSION JAMBS/STOOLS AT BLOCKING PER WHENEVER POSSIBLE. di Q U 14 4 O O O 4:_-7 MANUFACTURERS INSTRUCTIONS 6.REROUTE EXIST. COOLANT LINE 4 DUCTWORK AS 4 WA�N FARMHOUSE SINK - REQ.V;CONNECT CONDENSERS TO EXI5TIN6 4 SHIPLAP ® 4HOOD • WHITE PROPOSED AIR HANDLERS NOTED SEPARATELY. d� GL. - STAIRWELL WALLS I6-8' �p OTYPICAL BATHROOM NOTE: 4'-b"xb'R 2q S.F. SHOVER f PROPOSED b PROPOSED ® ADDITION I. WALL BOARD OFFICE - KITCHEN I.I. INSTALL MOISTURE RESISTANT 61'P5UM BOARD IN THERMOSTAT: - = ?5 S.F. ALL BATHROOMS 14 1. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: 3 r tr Ibo S.F. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB SURROUNDS - ZONE I: IST FLOOR, FOYER b'V. 102 • 10 0 - ZONE 2: IST FLOOR, MASTER BEDROOM q II = - - 3'-3"- 4'-7" VENT DRYER 2. SHOWER FLOORS _ SM/GO ® ® P - MICRO 230 LESTERS ROAD 2.1. NEW TILE FINISH (H.O. To SELECT) UPON - ZONE 3: 2ND FLOOR, HALLWAY O L ^_ p 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT - ZONE 4: BASEMENT i . 101 c - ry -REF - THROUGH ROOF TOWARDS DRAIN) UPON 2 SPECS; SELECT MODEL; INSTALL AS PER MANUF. �t ,� - - _ - _ - �� Q MATTITUCK, NY 11952 SM/GO �p � --�� I-z ' `� PROP 2.5. WATER PROOF MEMBRANE TO COVER 5HO14ER 3. THERM05TAT5 SHALL BE PLACED IN CENTRAL 103 104 10-1 >�O 0 w •p r3'-5' ISLAND I LAUNDRY FLOOR, WRAP DRAIN 4 ATLEAST I5" UP WALLS LOCATIONS (AS SHOWN,DESIGNATED FOR HVAG MASTER F. L _ t O w Q N O ,�- 1011 PAP NTRY L J ROOM PURPOSES). BAGKSPLASH 0 0 DRAWING TITLE: BATHROOM S.F. , ® VANITY 106 :i PROPOSED EXI5TINC AIR HANDLER TO BE I .�- -10 6?S.F. 4-4" 88 S.F. 2 GREAT ROOM RELOCATED AND REROUTED AS�TILE� PROF. I = - PROPOSED FIRST FLOOR PLAN HIGH EFFICIENCY LAMPS: WALK-IN 263 S.F. PER NYS MECH. GORE ❑ q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING 5 � 3 I „ I10 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, in 51 5.F. • HALF GLASS q�GGT6. in 3 PROP. AS PER 2020 NYS EGG R404.1 I SM/CO DOORS w AIR HANDLER • FOYER I PROPOSED HOT WATER PIPING INSULATION: u to * to I (ATTIC ASOVE� 12 5M/Go 54 S.F. (l COVERED DN Q MECHANICAL SYSTEM PIPING AND HOT WATER PIPING • • i N O 0 III .OT P RGH R-3 FOR THE FOLLOW NC CONDSHALL BE INSULATED TO AN ITIONS PER 2020 NYSALUF_ OF NOT LESS HAN D EGG AT ¢ A p PROPOSED 112 8 �TREX DEGICIN6� PAGE: R403.4 $ R403.5: =ry DINING in � ar b'_2" ROOM x x 14 0 1 g T I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING m lOq S.F. MODIFIED L � J • - m0wpm FLUIDS >105 F OR <55 F (R403.4) 13'-5" 2'-O" -I6'--!" BATHROOM 'JAIL ;A0 ■ 2. PIPING J" AND LARGER IN NOMINAL DIAMETER _ _ _ _ _ _ _ _ _ _ _ _ _ - t 3. PIPING SERVING MORE THAN (1) DWELLING UNIT Q a z PROPOSED 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE - = MANTEL ABOVE j- O;:: g J MUDROOM N D - DT 5. PIPING FROM WATER HEATER TO A DISTRIBUTION - 105 :2'-6- 3 .7 2 6 MANIFOLD _ PROPOSED DATE: 01/17/24 7 OF 17 6. PIPING LOCATED UNDER A FLOOR SLAB 4 '� COVERED TREX RAILING 2 10 AZEK COLUMN WRAP '1. BURIED PIPING d PORCH 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION 5Y5TEM5 156 OTHER THAN DEMAND RECIRCULATION SYSTEMS. -TREX DECKING- N • SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: AZEK COLUMN WRAP 4 D 'j FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 6'4211 6'-?,�2" 6�-�2 6'-10" * IT-5y2" � I6'-4" t- 2,- FROF05F-r7) q" 8'_1:' ��!RED PROVIDE A SOUND TRANSMISSION CLASS (STG) FOR AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 6" �GJ Q 4P. ACCORDANCE WITH ASTM E CIO. - OY � GUBBIES BELOW BENCH i m HAN61N6 SPACE, 4 p 9� Q CABINETS ABOVE Q 1 0 5 10 20 F I RST FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" ���J OF K�.�` 1,651 S.F. HAE31TABLE 51=>4GE; 1,651 S.F. GROSS FLOOR AREA SCALE: 1/4" = P-O° ��y� ,� �/ . ALL NEW WINDOW5 SHALL BE ANDERSEN; INSTALL A5 PER MANU. SPEG.'s. SEE PAGE "0-003" FOR NAILING $ STRAPPING DETAILS. 0ENERALI`�I T * SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER -{ NEW PARTIAL HEIGHT CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTH5 FOR ALL MULLED WINDOV45 -I EXISTIi�IG TO BE DEMOLISHED ,- V400D FRAME (L.G. STL. DOOR SCHEDULE WINDOW CHART Q WHEN APPLICABLE) EGRESS CLEAR W EXISTR�IG TO REMAIN - ------ - - - NEW WOOD FRAME (L.G. NEW FOUNDATION W MATERIAL ALL ROUGH OPENING WINDOW DIMENSION OPENING LIGHT VENT W DOOR FIRE RATING TEMP PROV. PROV. _! cc 5TL. WHEN APPLICABLE) TAG TYPE MODEL # WIDTH REC�D: 20 PER UNIT PER UNIT M TAG DESGRIPTIDN MANUFACTURER p -� N 45 MIN. RATED NOTES N WIDTH HEIGHT WIDTH HEIGHT OPENHREOV: 5.-I S.F. o (s.Fa (s.F> q cv NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WIDTH HEIGHT O w SELF-GLGSIN6 WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS K X WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL A DOUBLE HUNG TW2442 2'-6 �" 4'-4 IF I 2'-5 4.0 POST FOR b" WALLS), U.O.N. SECOND FLOOR 0 NEW 2 HR FIRE RATED AT 7 DOUBLE HUNG TW2442 2'-6 �" 4'-4 �" 2'-5 4'-4 �" LJ( 7.0 4.0 �4-J }: (.0 201 SINGLE SWING JELD-WEN 2-4 'i-O • B (3) MULLED a0 IN Oi WOOD FRAME (L.G. STL. L z WHEN APPLICABLE) UNITS �� V) d- 202 POCKET DOOR JELD- 2'-4" -O" DO 6' -DOUBLE HUNG TW24510 2'-6 �" -O 9" 2'-5 J" 6'-0 J, 10.2 5.8 C 2 0 � N 203 SLIDERS JELD-WWENEN �E 4'-0" '7,-01, PICTURE DHF56510 5'-'i �" 6'-O �" 5'--T 6'-O 28.3 IL54.0 'O m ,'~ � FLOOR PLAN NOTES c CV O CD 204 F 51NGLE SWING JELD-WEN 2'-6" 7'-0" G (3) MULLED TW24510 2'-6 6'-O �" 2'-5 6'-O �" 10.2 5b Q a: � 0 DOOR NOTE: NEW LAUNDRY ROOM: �J DOUBLE HUNG 0 OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 6 ON PLANS BY JELD-WEN (OR EQUAL). I. NEW WASH /DRY HOOK O „ D DOUBLE HUNG TW20410 2-2 5 O 2 I 5 O 6.8 4.0 2.COORDINATE LAUND. ROOM DOOR DIM.s 205 SINGLE SWING JELD-WEN 2-6 '1-O J • � - - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT W/SIZE OF EQUIP. i � ON PLANS BY 'T INDICARU' (OR EQUAL). 3.PROVIDE HOOK UPS AS REC�'S PER MANU. I- „ ��� DT DOUBLE HUNG TW20410 2'-2 �" 5'-O �" 2'-I 4'-0 g" 0 [-bb 4.0 n 3.NOTE DOES NOT INDICATE EACH NE,W DOOR 206 SLIDERS JELD-WEN 4-D -i-O • V f PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR E DOUBLE HUNG TW2046 2'-2 �" 4'-8 �" 2'-1 J" 4'-8 g" WALL5,U.O.N. DRYER EXHAUST NOTE: _J i. DUCT SHALL TERMINATE TO EXTERIOR 5. INSTALL ( PER MANU .,U.O.N. 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY F DOUBLE HUNG TN210510 3'-O �" 6'-O " 2'-11 " 6'-O �" "1.1 12.q 7.2 6.PROVIDE (2) 2"xl0" HPR.,U.O. OPENINGS 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING 3.DUCT SIZE AS PER MANU. 45-P4040- „ „ „ t , ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 4.DUCT SHALL BE EQUIPPED w/ A BACKIDRAFT DAMPER G BAY 20 7-2 4-2 "1-3 4-I T STAIR $ RAILING NOTE: 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN �� �� JL:2 $OI. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI $ MIN. 10" CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO H (2) MULLED TW24510 2'-66'-O '-5A b'-O 5.8 10.2 5.8 Tr - RISERS SHALL BE CLOSED CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM DOUBLE HUNG ^ ` D 2. OREATE5T NOT EXGEEDITHE SMALLEST BY MORE THAN IRS SHALL SHALL BE EXCEED 8 FEET D TO 51NOLE LENOTHS, NOT TO (5) MULLE15ANDSHALL BE LISTED AND LABELED J DOUBLE HUNG TW24510 2'-6 �" 4'-O " 2'-5 " =4�-o �" 6.4 3.1 (W] M IN ACCORDANCE WITH UL 2155A. 4� I 1 1 3. HEADROOM IN 5TAIRWAYS SHALL BE AT LEAST 6'-8". 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTH5: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS K• CASEMENT GW35 7'-I �" 5'-O -1'-O 4'-II 8.6 2-i.b 11.2 • 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36' MIN. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST 5. HANDRAILS SHALL B IPRO RAILS IDEDN NCNOT LESS THAN H SIDES: 27" MIN. '7. MAXELENGTH SHALL NOTNOTOEXGEED 251 FT FROM DRYER LT DOUBLE-HUNG TW2036 � 2'-2 �" 3'-8 �" 2'-I �" 3'-8 �" p 4.'1 2.8 � 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5 I ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR LOCATION TO THE WALL OR ROOF TERMINATION. THE M CASEMENT GX25 5'-3 " 5'-0 5'-2 " 4'-II �" a.8 20.7 Iq.b ll' OR MORE RISERS, AND WHERE SHOWN ON PLANS. MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 IF 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° „ „ 7„ WALKING SURFACES LOCATED MORE THAN 30 ABOVE BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES N DOUBLE-HUNG TW2436 2-6 i 3-8 2-5 5'-5 S FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. NOT INCLUDE THE TRANSITION DUCT. \` 1. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH * CASEMENT WINDOWS TO HAVE CENTER MULLION n` HANDRAIL. NEW EXHAUST FAN SHALL BE INSTALLED WHERE VJ 8. &RIPPABLE RAIL AS PER CODE. O VENTILATION 15 NOT MET BY MEANS OF NATURAL Q q. RAILING TO BE WOOD. CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR SPACES AS PER NYS MECH. CODE SECTION SMOKE DETECTOR / GO DETECTOR NOTES: 405.5.2.5; INSTALL AS PER MANU. SPECS OI. CONTRACTOR SHALL PROVIDE GORE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW ATTIC ACCESS - PULL DOWN STAIR: HARD WIRED TO EACH OTHER W BATTERY BACKUP. O I. MIN. 550 # CAPACITY 2.INTERCONNECTION BETWEEN NEW 4 EXI5TIN6 DEVICES 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 3. 1/2 HR FIRE RATED ARE NOT INTERCONNECTED, A5 PER. NY5 R314.4. 4.DBL. FRAMING WHEN NEW OPENING 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND 5. WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. INSULATION ABOVE w/WV. FR. (OR EO) BAFFLE OR 4.SMOKE /GO DETECTORS To MAINTAIN V MIN. RETAINER TO PREVENT INSULATION FROM ENTERING HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 5. INSTALL ALL AS PER MANU. 5PEC.'s THERMAL ENVELOPE OF BUILDING). 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 6.INSTALL AS PER MANU. 5PEG.'s IN COMPLIANCE WITH LOCAL CODE 'I. CONSULT H.O. FOR PRE0I5E LOCATION OF ACCESS. WINDOW NOTE: NEW PLUMBING FIXTURES: O I. ALL NEW WINDOWS 4 DOORS SHALL. BE ANDERSEN 400 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SERIES, CASEMENT, DOUBLE-HUNG, OR GLIDING (AS SEE ALSO PLUMBIN6 GENERAL NOTES ON PAGE 6-002. NOTED). INSTALL AS PER MANU. 5PE:C.'S. i m 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW FLOOR: d SEE DESIGNATIONS 4 WINDOW SCHEDULE. 10 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 5.FOR SUBSTITUTIONS, SEE NOTE #q IN. "GLASS WINDOWS SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. AND DOORS" ON PA6E &-002. INTERIOR. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE 2•NEW FLOOR FINISH, NATURAL WOOD FLOORING PER H.O. - - - - - - - - - - - - - - - 4 MATCHING DOUBLE HUNG GRILL PATTERN. SELECTION 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: NEW TILE FLOOR: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF II 1. NEW TILE FINISH (H.O. TO SELECT) UPON 5WIN&IN6, SLIDING, 4 BIFOLD DOORS 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON 6.2. WITHIN 18" OF F.F. 5.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6.5. WITHIN 24" OF A DOOR 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 6 W.4. WITHIN 5TAIRAY5 4 WITHIN 36" OF A LANDING SCREN PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. 6.5. WITHIN TUB/SHOWER ENCLOSURES INTERIOR. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 `t -i. SEE PACE 6-003 FOR FRAMING ELEMENTS AROUND WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM m 2 (2) 2"xlo" HEADER U.O.N. 12 PROVIDE (2) NEW TON HYDRONIG AIR HANDLER: ( , I. UNITS BY "RHEEM" OR APPROVED EQUAL d 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 2.PROVIDE TONNAGE FOR I5T FLOOR "ZONE I" UNIT I N NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 LOCATED IN GRAWLSPAGE 33'-5" Z LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN -12" 3. ROVIDE TONNAGE FOR 2ND FLOOR "ZONE 2" UNIT w ABOVE &RAPE OR THE ADJACENT SURFACE AT THE LOCATED IN ATTIC II'-q" 13'-4" BUILDING EXTERIOR. EGRE55 NOTE: 7'-q" 13'-l0"� 8'-0" 3'-l0" v IN COMPLIANCE WITH NEW YORK STATE BUILDING A/G CONDENSERS: N 4 M LT CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 13 1. PROVIDE (2) NEW 3-TON A/C CONDENSERS BY "RHEEM" EGRESS SHALL BE FOLLOWED: OR APPROVED EQUAL. - 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH NET CLEAR OPENINO........... 5.1 S.F. ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). NATURAL LIGHT $ iSLOPINC CEILING NET CLEAR NET CLEAR P41DTH................. 20"MINIMUM 5.INSTALL AS 4.INSTALL UPONELEVEL GROUND S PROVIDE GROUND BATHROOM 5 II 202 VENTILATION - - - - - - 1 i PROPOSED FLOOR LANDING H SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING 5q S.F. ? 136 S.F. t(1 L - - - - - - - p WINDOW SILL NOTE: SUFFICIENT TO ACCOMMODATE &ROSS WEIGHT OF O �0 AREA 2 in S.F. I. PROVIDE INTERIOR W CONDENSER, S.F. REC�WINDOW SILL EXTENSION 4 SUPPORT. . ALWAYS LOCATE CONDENSER ID' MIN. FROM ANY 6A5 ) n PROV. 2. FINAL SIZE AND FINISH PER H.O. 5E 5 '_EGTION. APPLIANCE, AND AT LEAST FROM WINDOW5/D IO.q S.F.OOR5 q O PROV. HVAG LIGHT 20.0 PROJECT: 3' 5. FA5TEN EXTENSION JAMBS/STOOLS AT BLOCKING PER WHENEVER POSSIBLE. ® O 201 RETURN IN REC�'D S.F MANUFACTURERS INSTRUCTIONS 6 5.4 S.F. .REROUTE EXIST. COOLANT LINE 4 DUCTWORK AS ffn - U CEILING VENT 18.5 WHITE REO.'D;CONNECT CONDENSERS TO EXISTING 4 REO'D S.F. PROPOSED AIR HANDLERS NOTED SEPARATELY. - PROP. _ �, O O `� `fl O TYPICAL BATHROOM NOTE: GL. PROP PROPOSED _ _ ADDITION I. WALL BOARD 10 S.F. CL- 2O3 BEDROOM O R� �` (K�` I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THERMOSTAT: to S.F. O 136 S.F. Em in ALL BATHROOMS 14 I. PROVIDE THERMOSTAT FOR (4) HVAG ZONES: O - 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - ZONE I: I5T FLOOR, FOYER 206 3 TUB SURROUNDS - ZONE 2: I57 FLOOR, MASTER BEDROOM ' O - 2. SHOWER FLOORS - ZONE 3: 2ND FLOOR, HALLWAY g �'J H6HT. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON - ZONE 4: BASEMENT NATURAL LIGHT $ 5M/CO _ p 230 LESTERS ROAD 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT 2. H.O. TO SELECT MODEL; INSTALL A5 PER MANUF. VENTILATION „ 3,_3 O TOWARDS DRAIN) UPON SPECS; FLOOR col 2'0 10-11 cv q'-o" GL6. MATTITUCK, NY 11952 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 3. THERMOSTATS SHALL BE PLACED IN CENTRAL AREA 150 S.F. `J 204 HGHT. FLOOR, WRAP DRAIN 4 A7LEA5T 15" UP WALLS LOCATIONS (AS SHOWN, DE51ONATED FOR HVAG S.F. S.F. f� 14 BUILT-IN CABINETS PURPOSES). `7 REC�. PROV. 8'-O' CLC 205 12 in 3 ® RAILING HEIGHT in "- DRAWING TITLE: AIR HANDLER I- �D O LIGHT 30.0 HGHT. PROP. 12.0 S.F. m m • 7 - N - REO P S.F. LATTIG AE30VEJ HA WAY SLOPING FX1 I PROPOSED SECOND FLOOR PLAN HIGH EFFICIENCY LAMPS: VENT I 5M/Co GEILIN6 q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING a REO'D 6.o S.F. 28.2 S.F. 3 FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, • AS PER 2020 NYS EGG R404.1 PROPOSED 5M/COI q BEDROOM PROV. HVAG I-I - J N7. HOT WATER PIPING INSULATION: 150 S.F. RETURN IN GEILIN6 u m J MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN PAGE: R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG R403.4 4 R403.5: K 4 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING �'- 2" FLUIDS >l05°F OR <55°F (R403.4) 14'-2" I-i'--1" I A-10 411 0 0 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. P I P I N& FROM WATER HEATER TO A D 15 T R I B U T I O N L - - - - - - - _ - - - - - - - - - - - - - - - - - - - _( DATE: 01/17/2 4 8 OF 17 . MANIFOLD - - - - - - - - - - - - - - - 6. PIPING LOCATED UNDER A FLOOR SLAB 1. BURIED PIPING 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. _ - O SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: Q O R�D � FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO m PROVIDE A SOUND TRANSMISSION GLASS (STC) FOR d `5� M. AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN E7 ACCORDANCE WITH ASTM E qO. 0 5 10 20 �Af FROFOS FI7 S EOO`N id FLOOR FLAN GRAPHIC SCALE 1�4"=1'-0" � � � � ,�r l �O � 5-M HA517ASLE SFAC.E; 5T7 O ROSS FLOOR AREA SCALE: 1/4" = 1'-0" (p FN� (5ENEAL <EY : NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED 7J WOOD FRAME (L.G. 5%. Q �=1 WHEN APPL I GABLE) w EXISTING TO REMAIN 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu STL. NI-EN APPL I GABLE) (') NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q 4- CLo V WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 •O WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL O POST FOR b" WALL5), U.O.N. _ } 0 NEN WOOD FRAME(LR FIRE R.G. STDL. •p O N z O WHEN APPLICABLE) a_ •� � c X CV p O O 4- ' 0 m r- NO O C6 -- a: 26 W 4_J 70 U •- m c- + U c QLim .- Aft 4� _ 0 Im Q m — — — — — — — — — — — — — — — — — I I I I I ry ry I 1`1 l Li OQ m - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 0 i � - - - - - - - - I I � I ILO°I� I°�� CU I PROJECT: i �- WHITE " I ADDITION i aj " LJ 230 LESTERS ROAD 10:12 10�� I MATTITUCK, NY 11952 " DRAWING TITLE: r -I PROPOSED ROOF PLAN 10'-8" — — — — — — — � LJ El L — — — — — — — — — — — — -I 17'-8" r —I II PAGE: r� r -1 r � I II LJ L J L J L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J A-105m00 m I DATE: 01/17/24 9 OF 17 4 0 5 10 20 lV FROPOSEr�) ROOF PLAN GRAPHIC SCALE SCALE: I/4" = I'-O" (P 74 yQ4 aF NEB ELEVATION NOTES TYPICAL R001=1NG: CL OI I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Q CONSTRUCTION STANDARDS 02. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTICN W BEFORE INSTALLATION W O J STANDING SEAM METAL ROOF PANELS; COPPER IA COLOR Q N` ASPHALT SHINGLE ROOFING B'7' 'GAF' (OR EQUAL) O IB (MIN. 50 YR. WARRANTY); BROWN } TYPICAL 51DINS: I Z-77— BEFOREI. SEE NOTE AT BUILDING SECTION FOR MINIMUM IBp O Nz 0 CONSTRUCTION STANDARDS =-- __— -__—__:_ --__—_ —:--— _-�_ = -__ =_-__ _ L2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION INSTALLATION .____ x U N - � C HARDIE BOARD BATTEN, 2'-O" SPACING; GONST. —_ -- 12= a __ m •Z ® - : _ — - - -- -- O GRADE CEDAR _ —._ ---- .- - _ — -- Nco 2B HARDIE CEMENT LAP, 8.25"W HORIZONTAL; GONST. -- ---_- --- != — ----_--- - GRADE CEDAR -� 2C NATURAL STACKED STONE VENEER FINISH -- -._ ---- �'� --- W NEW A/C CONDENSER ON GONG. PAD OR OTHER O3 APPROVED GROUND SURFACE (5EE FLOOR PLAN NOTES) _�--- ONEW MECHANICAL UNIT FRESH AIR INTAKE: T O INSTALL AS PER MANU. SPEC.'S - - B U .- NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT `,(ENT AS PER MANU. __ 12 CLEAR IN FULL CONFORMANCE 5 `/E 9504. 6— M CLEARANCES REQUIRED PER NY5 NIG 804. 1 1 1 SEE AL50 NOTE ® FLOOR PLANS. — -- 12 I O NEST ELEVATION (R I O HT S I ICE) SCALE: 1/4" = 1'-0" - - — — — - - — — — — — — — - - — — — — — 35'-O" MAXIMUMHEISHTFROMAVERAGEGRADE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — \ z / r \ w / IB IA _ RIDGE HEIGHT \ 0 / - —-—-—-—-—-—- -- ---------------------------------------------------- ------- D ELEV 54 4 -- 10 ___ _ - --- - - "-- ; PROJECT: WHITE ADDITION J Y, _- ------ _. ._- 230 LESTERS ROAD _ I - -- - - . - -- ---- - - -- ---- - — --- ------- — - ---S.F.-- - ---- -- — - ----- — - -- - - DRAWING TITLE: ELEV. 00R . PROPOSED EXTERIOR ELEVATIONS - — -- - PROPOSED DS SECOND 0 I _ AT O O _ OD I I w - -- --- -- — —— --— -- ---- _— --- PAGE: z o— 2 0 10 0 a 'Zi Ell _— F.F. _ __-----.------._—__-- -- -r a .—.. -L•--r�.+ , - -._ _ - _"`�a..`.`"" _ _ _ .:.�.1 ._ _ _ J.. __—_ .,.—S-.4_.—..,..—�;.— ——————————— EXISTING FIRST FLOOR ELEV. 2ci.0 J - RAGE SPADE 4 ELEV. +26.5' _ PROPOSED GRAWLSPACE SLAB �`� N.( Rf, J, x ELEV. r _—_---EXISTING BASEMENT N� --- ELEV. +21.5' NORTH ELEVATION (FRONT) SCALE: 1/4" = I'-O" ELF-VATION NOTl-5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION I=OR MINIMUM Q CONSTRUCTION STANDARDS Lu 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION L W BEFORE INSTALLATION co O STANDING SEAM METAL ROOF PANELS; COPPER m IA COLOR a � o ' ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) � O IB (MIN. 30 YR. WARRANTY); BROWN _ \ } Cfl TYPICAL SIDING: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM -+- = O O (U 0 CONSTRUCTION STANDARDS = _._ -- - - -- --- - -_--.-- -- - --- --- _� �. - �- Ln .�C 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION --::___ -_ - -- - --" - -= _- - = --._ _ _.: ----- - _ x O N _ C - =-----M- =- -"- --- --_ - -- - -- O pip .�-' �O ® HARDIE BOARD 4 BATTEN, 2'-O" SPACING; CONST. ="- t - --- ---:=y a-' GRADE CEDAR :> . -- ... - ---- ----- --- ----.--- _- N O 4-J to - - -__-__ Q '- O O HARDIE CEMENT LAP, 8.25 W HORIZONTAL; GONST. GRADE CEDAR 2G NATURAL STACKED STONE VEN!-ER FINISH -----_—.— NEW A/C CONDENSER ON GONG, PAD OR OTHER - = — O3 APPROVED GROUND SURFACE ('SEE FLOOR — PLAN NOTES) NEW MECHANICAL UNIT FRESH AIR INTAKE: _— O INSTALL AS PER MANU. SPEC.'S O ! \ NEW MECHANICAL UNIT DIRECT VENT: I --_- — . -_ ---_, - _._:_:. __= =______--_:___---- :- ;-=__-___ _—=� =—.__ —_— -,_—=___- ---_„ \ / — IB 77 O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MAW. - "` _ _- -- ---- `--- - ^ ` SPEC.'5 IN FULL CONFORMANCE H/VENTINGC: WW CLEARANCES REQUIRED PER NY5 M 604. - - - - - -- ---- _--= _ - - -- - - --=- _- - SEE ALSO NOTE ® FLOOR PLANS. _ N S.F. _"" �"-S.F: U O j j LANDING- COMM _-_ALIGN BAY WINDOW SILL;- ---- - __-- COUNTERTOP EX-MN51ON 25 Fll� - -- I N. o o --- -----.--- ---- - -- -- -- - .F.- 3 3 4 SOUTH ELEVATION (REAR) SCALE: 1/4" = 1'-0" Iln- - z —---- O PROJECT: 2B ____- -.- -- --�i-------- WHITE --- ADDITION 230 LESTERS ROAD MATTITUCK, NY 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS — 0 - — �D - ---- -- --------------- PAGE: --- e 0 0 DATE: 01/17/24 11 OF 17 lz L- — — — —mot \� A .k � �0 . EAST ELEVATION (LEFT SIDE) 74 SCALE: 1/4" = 1'-0" �TF01:H� �� BUILDING 5EGTION NOTE5 NEW ROOFING NOTE (TYPI O I. INSTALL NEW AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Lu 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS LLJ OVER (OR ICE AND WATER ON ENTIRE ROOF UNDER W NO) co 5. INSTALL 5 #EBUILD NG FELOT NI0 N.) OVER I- -- - 2 ----- --------------------- ------ J fy) RIDGE HEIGH 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS,' RIDGE PER PLAN ELEV. +54.4 Q .N N S. GAP SHINGLE OVER RIDGE b HIPS (AS REO'D) �� L0 6.PROVIDE RIDGE VENT(AS REQV) O7 -I. FLASH ALL VALLEYS 5.INSTALL DRIP EDGE AS REO'D 0 4. INSTALL ALL AS PER MANU. 5PEG.'s (9 OTYPICAL ROOF 4 CEILING CONSTRUCTION: • NEW ROOFING A5 NOTED ATTIC 0 N z 0 • I/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD T ,� U SEAMS) x 5 (\l • R.R.,G.J., 8 G.T. AS NOTED ON PLANS (6 SPANS OV:R 0 0 0 4-+ 1 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) � 0 m z CD • PROVIDE 4" THK. SPRAY FOAM INSULATION (R-25 ® +-+ N L0 R--T/INCH), FOLLOWED BY R-21 BATT INSULATION (R-49 C 0 CD cc TOTAL) = Q 0- G • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES LEDGER USE PLAN NOTE FOR z m NEW EXTERIOR WALL CON57TJJGTION (TYP.): INSTALLATION DETAIL O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON SECOND FLOG Q • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD Q - n 1 SEAMS) UPON �- O BEDROOM BATHROOM GO-ORDINATE BIRDSMOUTH • 2"xb" STUDS ® lb" O.G. w/ DBL. TOP PLATE F d' TO ENSURE R.R. NOTCHED • MIN. R-21 GATT INSULATION LESS THAN 25% OF • 5/5" GYPSUM BD. WALL FINISH O RAFTER DEPTH (TYPJ N i- NEW SIDING NOTE (7YPJ: 12 12 j OI. INSTALL NEW AS PER ELEVATIONS 2."TYVEK" HOUSE WRAP (OR EQUAL) b��. p 3 — - 5.INSTALL ALL AS PER MANU. SFEC.'s N� F'L gN ---- - PROPOSED SECOND FLOO r 1 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION / k5 - F.J. PER PLAN n , 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL W TYPICAL FLOOR CONSTRUCTION: L r ` � 4 O I. FINISH FLOORING TO SELECT r • 2. 5/4" T$6 GDX PLYWD. SUBFLOOR GLUED k SCREWED VINYL B.B. L r 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL SOFFIT 'X' BRACE ® MIDSPAN - r 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FIRST FLOOR _ _ _ _ _ _ = MASTER U FLOOR AND FOUNDATION) 0 BEDROOM 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS O NEW BASEMENT WALL CONSTRUCTION (TYP.): COVERED PORCH r J � ' • 2"X4" STUDS ® 16" O.G. W/ DBL.. TOP PLATE r J ,'/ n�W, • MIN. R-15 BATT INSULATION r ' • 5/5" GYPSUM BD. WALL FINISH r � �' EXISTING FIRST FLOOR P.T. RIM JOIST P.T. DECK JOISTS F.J. PER PLAN S ---- ELEV. +2q.0' PITCH 5 PITCH DBL. GIRDER GRADE AS PER PLAN GRADE AVERAGE GRADE ELEV. BASEMENT EXISTING BASEMENT 77— — a ---- - ---------------- ELEV. +21.0' I SECT 10N I -I/A-501 SCALE: 1/4" = 1'-0" INSULA7 ON FFNE57RA7 Oil REOU I REMEN75 COMPONENT PR0P05ED DESION CODE PRESCRIPTIVE VALUE COMPLIES VALUE G I TATI ON (PER 2020 Nl'5E000) z w g MAX. U-VALUE = 0.32 FENESTRATION U-VALUE U-VALUE = 0.25 MAX. AIR LEAKAGE = 0.50 GFM/SF YES v AIR LEAI<AGE = 0.30 GFM,SF PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 4" THICK SPRAY FOAM INSJLATION CEILING R-VALUE (R-7/INGF4 = R-25) W/ R-21 BATT MIN. R-VALUE = 461 j YE5 INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 EXTERIOR (2"x(o") WOOD MIN. R-VALUE = 20 (CAVITY) R-21 BATT INSULATION YES FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 R MIN R-VALUE = 19 �� -\ PROJECT: FLOOR R-VALUE R-30 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES ATTIG� N ATTIC HATCH MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL BASEMENT WALL R-VALUE R=15 BATT INSULATION ® INTERIOR PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (0) YES i G.J. PER PLAN _ ADDITION FOYER COMPLIANCE STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN FIRST FLOOR COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. % 230 LESTERS ROAD KITCHEN PANTRY MATTITUCK, NY 11952 O i DRAWING TITLE: MUDROOM 4 BUILDING SECTIONS 3 16&11 6 CXX CXXJ CXXS 'CXX� CXXS F.J. PER PLAN 0 GRAWLSPAGE PAGE: mA-30loOO DATE: 02/21/24 12 OF 17 55G7 10N 2-2/A-50I SCALE: 1/4" = P-0" O Ir rT - I TYP. ROOFING (SEE i' SECTION NOTES) CL FLOOR SYSTEM AS TYP. ROOF CONSTRUCTION Q NOTED ON PLAN (SEE SECTION NOTES) Lu NEW 5TL. GAP PL. 'A', 'B', 'SIMPSON' H2.SA p,0 �P LLI OR 'C' (PER BEAM CONFI5) _ FLOOR WOOD BEAM RAFTER TIE R�' _I C6 WELDED TO COL.;SEE GAP AS NOTED ON PLAN PROVIDE BEAM SPLICE PL. DETAILS NEW 3-1/2" OR 5-1/2" (AS �� 8 (4) 3/8" H.D.G. LAG ol - - - - - - 4- G.J. AS PER PLAN Q :'_ � NOTED ON PLAN) O.D. CENTERED ABOVE COL. (WHEN APPLICABLE) NEW BASE PLATE 'A' 50H 40 HOT DIP 0ALV. WHEN NOTED ON PLANS BOLTS (PREDRILLED) STL. COL. (ASTM AI23) PROVIDE BEAM SPLICE _ NEW 51MPSON - } 0 WELDED TO COL.;SEE _ _ _ _ _ O '- BASE PL. DETAILS FOR AS PER FOUND. PLAN BY = " " 51M5 STEEL (OR EQUAL) �"'� — - — — — — — LU526 GALVANIZED i BOLTING CENTERED ABOVE COL. — �+ � WHEN NOTED ON PLANS _ _ _ _ _ O \ I���� FASCIA BOARD JOIST HANGER a0 O CV z PROVIDE GOLD JOINT _ EXIST. P. GONG. SLAB ii = ( •cc U c 2 X m CV AT GONG. 5EAM5 (TYP) (PATCH A5 REQ'D) 8 (4) 3/8" H.D.G. LAO I — -�- — — — — — — — — BOLTS (PREDRILLED) 0 4, 1 — — — — — -\ / O BEAM A5 PER PLAN O O ' 4 ° — — 6"xb" P.T. P05T (w/ PERMAGA5T .� m a--' L0 COLUMN CASINO PER H.O. a-' � � � ION) AS PER PLAN w/ O O SELECT Q 0 O .� J- — — — — — — 3/8" THK. i� I ii "SIMPSON" PG64 (FOR 3 PLY BM) " OR "SIMPSON" 5052-2/4 (FOR :2 EXIST. GRAVEL�• - - ° ° " \ STL. PL. �c{ 5/8 THK. H.D. BASE V _ I I I NEW (5) #5 HOR. O \ // O GALV. PL. PLY BM) POST GAPS 1 -I ---� REBAR UPON (5) #5 — — — — — — —��) — — — — — — — O zh HOR. REBAR (6 TOTAL) 3/8" THK. CAP FLATS 'C' NEW 24 x24 xI2 FTC,. (MIN. 4poo PSD --- -- _.- STL. PL. I I /411 OALV FL. D FOR CONNECTION OF 5TL. COL. TO (5) I-5/4 WIDE LVL i— EXIST. FILL II LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL II II II /� /� I GAF FLf�TE � � LUMBER OR 5.25" WIDE P5L, AS WELL A5 (2) I-5/4" WIDE STEEL COL. 24 x24- x 12 FTO. DETAIL LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER _}_J 70 A-401.00 SCALE: 3/4" = I'-O" FOR CONNECTION OF 5TL. COL. TO (2) I-5/4" WIDE 4 GO� R1� FRONT i=ORG�I DETAIL U •_ LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER A-401.00 „ ` OR 5.5" WIDE P5L SCALE: 5/4" = 1'-0" (� -FJ m p n • CJ TYP. ROOFING (SEE SECTION NOTES) PROVIDE BEAM SPLICE a _ �j• " CENTERED ABOVE COL. (4) 3/8" H.D.G. LAO \ /2 TYP. ROOF CONSTRUCTION FLOOR SYSTEM AS WHEN NOTED ON PLANS BOLTS (PREDRILLED) (SEE SECTION NOTES) N U NOTED ON PLAN — — — — — — /4 I I '51MP50N' H2.5A �5 PAR PLC NEW 5TL. GAP FL. 'A', 'B', = RAFTER TIE OR 'G' (PER BEAM GONFI G) _ FLOOR WOOD BEAM - • VELDED TO COL.;SEE GAP AS NOTED ON PLAN O f \ _ — — — — — — 3-I/2" O.D. SGH. 40 HOT (n PL. DETAILS - DIP OALV. STL. COL. n NEW 3-I/2" OR S-I/2" (AS - 1 NEW BASE PLATE 'A' NOTED ON PLAN) O.D. 1I� - _ (ASTM AI23) AS PER SGH 40 HOT DIP SALV, f — — — — — — — - PLAN WELDED TO FL. Q WELDED TO COL.;SEE 5TL. COL. (ASTM AI23) / CSJ 1!� BASE PL. DETAILS FOR AS PER FOUND. PLAN BY O O �� 8"x8"x5/8" THK. BOLTING 51M5 STEEL (OR EQUAL) — — — — — _ — — — — — — �\ G.J. AS PER PLAN (WHEN APPLICABLE) 5TL. BASE PL. FASCIA BOARD PROVIDE GOLD JOINT 3/8" THK. i, O O (4) I/2 HOOKED ANCHOR EXIST. P. GONG. SLAB ii I AT GONG. SEAMS (TYP.) STL. PL. I �4 3/8 THK. H.D. (PATCH A5 REQ'D) Li,. BOLTS EMBEDDED INTO OALV. PL. N LU526 FOOTING MIN. 4" W/ SEAM AS PER PLAN OA VNEH SJOIIST0HANOERS C?�F FLATE S' OVERSIZED WASHER 4 (OR APPROVED EO) /., END NUT SETUP ° °•, � � FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE - a -1? ` LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE EXIST. GRAVEL .• a - DIMENSIONAL LUMBER OR 5.25" WIDE PSL BASE FLATS 'A' BASE �I - •_ _ ° -` _ °_ - NEW (5) #5 HOR. b"xb" P.T. POST (w/PERMAGAST - _ REBAR NEW 36 x36 xi8 I I, COLUMN CA51NO PER H.O. DEEP P. GONG. PAD � '+�_--• ° brY (10 TOTAL) SELECTION) AS PER PLAN w/ FTC. (MIN. 4,000 PSI) O EXIST. FILL "51MP50N" P064 (FOR 3 PLY BM) OR "SIMPSON" BG52-2/4 (FOR 2 STEEL COLUMN CA � SASE FLATS l�ETA I LS PLY BM) P05T GAPS 2 STEEL COL. 56 "x56 "x 18" FTC . I7ETA I L A-401.00 SCALE: 5" = 1'-0" A-401.00 SCALE: 5/4" = I'-O" 2'-0" LAP (TYP.) COVERED 5N S I 1 )E FORCH I7F_Tr�I L A-401.00 SCALE: 5/4" = I'-O" N PROVIDE 3" (MIN.) GONG. COVER ---------- -- -.�-—�- Z OF ALL REBAR WITHIN P. GONG. - I w FOUND. WALLS 4 P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING I II AS PER CONNECTION 'D' IN I U "TYPICAL NAILING/STRAPPING ----------__� I O PROVIDE INSULATION REOUIREMENTS FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. (WHEN APPLICABLE) ------- - FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES Q NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR (TYP.) Q I I iI 0 TERMITE SHIELD Q#5 BENT -� I I I NEW 5/5"0 HOOKED ANCHOR REBAR (TYP) OI I I PROJECT: BOLTS ® 39 O.C. w/3 SQUARE WASHER 4 ENDNUT i i I HORIZONTAL REINFORCEMENT OF FOUNDATION WALL5 PROVIDE STEPPED FOUNDATION WALLS 6'-O" OR GREATER IN HEIGHT WITH WHITE z I ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: r� I� I I I NEW #4 CONT. HOR. REBAR 6'-5": #4 REBAR ® BOTTOM, MIDDLE, 4 TOP OF WALL (3 TOTAL) ADDITION I ® TOP 4 BOTTOM OF >g', #4 REBAR ® BOTTOM, MIDDLE THIRDS, 4 TOP OF WALL (4 TOTAL) PROVIDE 3" (MIN.) GONG. COVER Ij .� I I I NEW P. GONG. FOUND. FOUND WALL (2 TOTAL)OF ALL REBAR WITHIN P. GONG. I , FOUND. WALL5 4 P. GONG. FTG'5. PROVIDE 5TRAPPING 4 NAILING II WALL (MIN. 4,000 PSI) AS PER CONNECTION 'D' IN #4 HOOKED VERT. II I "TYPICAL NAILING/STRAPPING REBAR ® 4b" O.C. 230 LESTERS ROAD PROVIDE INSULATION REOUIREMENTS FOR UPLIFT, II NEW #4 VERT. BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" II ADJOINING FOUND. WALL " MATTITUCK NY 11.952 ,. REBAR ® 48 O.G. � PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. ° �I °. O CORNER CONNECTION (WHEN APPLICABLE) Ij NEW#5 HOR. REBAR " ° ° ° ° a `° NEW (2) 2"xb" P.T. SILL PLATES II SPACED VERTICALLY ° n ° ' ° n. a °° a <n DRAWING TITLE: FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER ASPHALTIC DAMP jl GRADE 12" O.G.;DRILL ° •e. __________ fE _�=_=_= ___ NOTED ON PLAN TERMITE SHIELD PROOFING TO EXTERIOR II EPDXY PIN 4" INTO III° ° ° . " `II a . ° °° ° °, °d II . ..e CRAVE ADJOINING FOUND. ° ° II a°° °. a ° .. ° II _ ° ° °' ° n ° DESIGN DETAILS # 1 WALL USING QUIKRETE �l ° ° ° II °° °° I I < 5 REBAR (TYP.) 2-O LAP -__ °° ° I I " ".< ° <° °° ° e °° I I NEW 5/8"0 HOOKED ANCHOR °II - (TYP) HIGH-STRENGTH INO EPDXY ° \_4 ° °BOLTS ® 3�I" O.G. w/3" SQUARE ANGHOROR EQUAL) ° " ° II° . "° ° ° °° ' ° c "dWASHER 4 ENDNUT I " ° °° °P. GONG. FOUND. WALL -� - - --- -------- ------- ° ° °� ASPHALT DAMP (MIN. 4,000 PSI) ° d -- - -- III -- ° ° °° II'�' °° °a ° ° ° IbPROOFING TO EXTERIOR I ° —dJ - r----------- _ _---= II1#4 HOOKED VERT. r- \ I I _ ,REBAR ® 48" O.G. ' #4 HOR. GONT. REBAR ® _8 - _ IIql ° ° ° n ° ° ° ° ° ° ,b ° - PAGE: GRADE TOP, MIDDLE, 4 BOTTOM OF - MIN.#4 HOR. GONT. REBAR ® TOPI ' o °°WALL (3 TOTAL) II II " II ° a BOTTOM OF WALL (2 TOTAL) P. GONG. CONT. FTC. I I I I I I i l ° ° ° II p (MIN. 4,000 PSI) I --- —h —IL ------ -,= II° ° I ° P. GONG. FOUND. WALL II I ° ° ° ° ° ° lu II — O -- (MIN. 4000 P51) 11 I ".. — - ° __=____��_=' ------_---- II , II II II ° °° _�_____q II II I II ° "iI ° ° ° = ¶ IIII° �. II 4 " ° ° A-4'801m00 4" P. GONG. SLAB I °," I I - ° P. GONG. CONT. TO. - ! -- (3) #5 HOR. CONT. REBAR II a I I °° it Qe ° 11 W ° dlll DATE: 01/17/24 13 OF 17 (MIN. 4,000 PSI) I ° II .� - ( J-� I " it ° I " O I I -- # -^- ° n ° - - °c- -------- V.I.F. NUMBER OF STEPS REQUIRED (3) #5 HOR. CONT. REBAR . I NEW #5 HOR. REBAR e°°�___- _ 11 I °° 6"xb"-IOxlO W.W.M. BETWEEN I ° I I II I, 5 BENT =_ __ II �a== II --- - --- CENTER 4 UPPER OF SLAB 11' - -- O` I I "Ih IIII REBAR (TYP.) I I (3 TOTAL) - DRILL II n 4" P. GONG. SLAB II'a - SECURED IN PLACE DURING POUR ° II (V I I I EPDXY PIN 6" INTO a II' ° . ° " . - II II IIII ° ADJOINING FTC. II° ° '' ' PROVIDE 3" (MIN.) GONG. COVER ° ° . a °II I ° ° " II I I I USING OUIKRETE II ______ _ _`_ -- i w O I c— -�--_ III °- ° OF ALL REBAR WITHIN P. GONG. " I Ii I HIGH-STRENGTH °II a II ° II d FOUND. WALLS 4 P. GONG. FT5'5. ED�,�•, '% _ � )� ° ANCHORING EPDXY ° ° ° NEW #4 BENT VERT. REBAR ® I6 O.G. f r L POLY m - I I I ° U HOOKED BENEATH OR EQUAL) 6 MIL POLY - , I 6 MIL POLY- --- - Q �� � I I ( �__�_��_= III---=---- II --MOISTURE RETARDER - ^ -- - - -_ I MOISTURE RETARDER TH HORIZ. REBAR I — —_ I --.—__ f " I I I 1 4" GRAVEL BASE 3 I I 3 - 4 GRAVEL BASE I NEW 16" WIDE x 5" DEEP. P. GONG. t' STEPPED FTC. (MIN. 4p00 PSI) PROV. GLEAN -PROV. GLEAN — i I 1 i - off' °. ° a LI , COMPACT FILL COMPACT FILL -- i - I I i -�___ __ _.__._-.- --____-- -_ �— % I I- I m all 3" MIN. NEW#5 HOR. REBAR (3 TOTAL) (P I— T CONNECTION MIN. "q 3T4 O� ADJOINING FT5. 2'-8" 2'-8" ��Q�NE�4 FOUND. NALL I7E7A I L (CRANLSFACES) FOUM7). !MALL DETAIL (BASEMENT) 8 RE SAR OVERLAP 17E7A I L 57EFFEI7) FOUNDA71 ON 17)ETA I L A-401.00 SCALE: 5/4" = I'—O" A-401.00 SCALE: 5/411 = I'-O" A-401.00 SCALE: 5/4 = I -O " - " _ A-401.00 SCALE: 3/4 - I O 8" TH I CX REINFORCED CONCRETE IRAEEI C. O SLAB _ Q 0RA55 SHOULDER AREA (TYF.) 14" DIAMETER R?�MI ON o HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE OR DEFINED SURFACE GOER � M SPECIFIED ON Q �_ CV SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.s; PLANS AND NOT PROJECTING MORE THAN 41'2" INTO .O Ln PITCHED METAL STAIRWAY;SEE HANDRAIL GRIP 51ZE5 ADJACENT O J015T HANGER BY —_ 'SIMPSON' OR EQUAL = >: (D SECOND FINISHED FLOOR - \ o C N z o cu --- x :3 CV - -- \ — I-- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ oom4-J V MIN. SPACE BETWEEN F— -- - 4-J \ WALL AND HANDRAIL \ _ —�I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I - O O Q co 3/4" PINE RISER \ ��+• ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _( (— Q 0. 0 5/4" STANDARDS FOR O R I FFABLE HAND RAIL L_I ❑ El 1-1 ❑ ❑ El ❑ El ❑ ❑ ❑ i -- — -.__-- /a PINE TREAD (� ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SCALE: NITS lo" �_ _ CRO55 SECTION M MIN. d) I" ROUNDED NOSING CLEARANCECIRCULAR - __- p — I- - w/Ya RADIUS d Z (NOT INCLUDED IN I — --( I I — � 1 M TREAD DIMENSION) 4 ,_6y4�� �y FREGAST GONG. , _ U -- MIN. t'4 -2 ME ER MAX 01 C ROUND LEACH I NC R I NO. SEE o \ \ VgATER G?�LC ULATI ON5 ON -W 1 4 \ SITE FLAN FOR REO'D I �w 2'-O" D1�4METER S 2'-O" EFFEGTI�E DEFTH -c + \ \ MIN. PER SITE FLAN MIN. (, ) c m / GLEAN 5ANID l$ GRAVEL FILL (3) 2"xl2" STRINGERS ® w/ R-21 � � INSULATION, IF UNDERSIDE 15 FACING �Y STORAGE/NON-HABITAL SPACE \ \ \ \ W SZ'ORAOE UNDER Yz" GYP. STORM NTR DRYNLL DT I L (WHIEN AFFL I GALBE) A-4o2.0 SCALE: I/2" = I'-O" TREATED 2"xl2" SILL FOR CONTACT ^ 5/4"xb" P.T. DECK BOARDS P.T. DECK JOISTS AS w/ GONG. (IF APPLICABLE) NOTED ON PLANS I FIRST FINISHED FLOOR \ 5/4" x REOV HEIGHT P.T. RISER o o I o 0 0 5/4"xb" P.T. - - - - - - - - - - - - DECK BOARDS 2"x BLOCKING ® EA. STRINGER TO MATCH 51ZE OF P.T. DECK JOISTS FASTEN STRINGER TO BLOCKING (MIN. 6 l o I NTER:I OR NOOD STAIR DETAIL FASTENERS) A-402.00 SCALE: 3/4° I'-O° 4" THK. x 5" WIDE x WIDTH NosiN6 - = 2"x12" P.T. STRINGERS ® I6" O.G. (MIN. 5 STRINGERS OF STAIR P. GONG. PAD EA. STAIRWAY) �II 2"xb" P.T. BLOCK IN BETWEEN - NOTE: EA. STRINGER. FASTENED TO ALL DECKING SHALL BE FASTENED P. GONG. PAD w/ I11/64" x to 5-1/2" CONCRETE SCREWS BY f w/ COATED DECKING SCREWS BY to "CALIBURN" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) Z Lu (5) SCREWS PER BLOCK 0" MIN. GRADE GRADE O U 12 EXTER I OR MOOD STA I R DF-TA I L w Q A-402.0 SCALE: 5/4" = I'-O" PROJECT: -�° WHITE QQ ADDITION z N � m Ci M- m 51MP50N H2.5A RAFTER v Q SIMPSON H2.5A RAFTER TIE (OR EQUAL) } U- MIN. 4" BETWEEN EDGES OF TIE (OR EQUAL) Q m 1-1/2" SQUARE BALUSTER 5/4"xb" P.T. DECK 5/4"xb" P.T. DECK 230 LESTERS ROAD (5TYLE TO SELECT) 5/4"xb" P.T. DECK BOARDS BOARDS BOARDS _ MATTITUCK, NY 11952 SIMF50N H2.5A RAFTER TIE (OR EQUAL) (2) 1/2"0 HOT DIPPED GALV. DRAWING TITLE: 5/4"xb" P.T. DECK (2) 1/2"0 HOT DIPPED GALV. BOLTS ® EA. POST w/OVERSIZED BOARDS BOLTS ® EA. POST w/ OVERSIZED P.T. D.J. AS - z WASHERS 4 END NUT PREBORED P.T. D.J. AS DESIGN DETAILS P.T. D.J. AS _ z =_= I ^WA5HER5 4 END NUT PREBORED PER PLAN cV INTO BEAM, POST, DECK TIE 4 PER PLAN PER PLAN N INTO BEAM, POST, DECK TIE 4 = RIM BOARD A55EMBELY RIM BOARD ASSEMBELY P.T. BEAM AS NOTED r. BEAM AS(2) 1/2"0 HOT DIPPED GALV. (V= __= SOLID BLOCK ®�2" O.G.TED SOLID BLOCK ® 12" O.G. EXTERIOR SHEATHING A5 BOLTS ® EA. P05T w/OVERSIZED (2) 51MP50N DJT14Z (1) 1/2 4) H.D. GALV. THRU (2) SIMPSON DJTI42 P.T. D.J. AS _ Z = WASHERS 4 END NUT PREBORED PER SECTION NOTES PER PLAN (V- INTO BEAM, POST, DECK TIE 4 (2) SIMPSON DJTI42 (I) I/2 � H.D. GALV. THRU DECK JOIST TIE ® BOLT w/OVERSIZED WASHER DECK JOIST TIE RIM BOARD ASSEMBELY DECK JOIST TIE ® BOLT w/OVERSIZED WASHER EA. POST 4 END NUT PREBORED INTO EA. POST BIDING MATERIAL AS PAGE: I -= EA. POST 4 END NUT PREBORED INTO POST 4 DECK JOIST TIE PER SECTION NOTES P.T. BEAM AS NOTED P05T 4 DECK JOIST TIE BUILDING PAPER 4 HOUSE WRAP SOLID BLOCK ® 12" O.G. "SIMPSON" ABA66Z I TO FULLY OVERLAP FLASHING SIMP50N GALV. ABA66Z SIMP50N GALV. ABA66Z ® COLUMN BASE 6 xb" P.T. POST POST BASE (OR EQUAL) 6 xb P.T. POST POST BASE (OR EQUAL) A 4 0 0 0 (2) SIMPSON DJTI42 D I/2"4 H.D. GALV. THRU =y 6"xb" P.T. POST DECK J015T TIE ® BOLT w/OVERSIZED WASHER cV EA. POST 4 END NUT PREBORED INTO , , a GRADE GRADE GRADE Z FLASHING I I a II •11 5/4"xb" P.T. DECKING POST 4 DECK J015T TIE r II � , 10"4) "50NOTUBE" FILLED �II� 12"0 "50NOTUBE" FILLED T1111' (U.O.N. ON PLAN/ "SIMPSON" ABA44 IS"O 'SONOTUBE' FILLED 11I IN II Ir SOLID w/ P. GONG. 111111 SOLID w/P. GONG. IIIIII GAP FOR 4 x4 P.T. POST S�MIDN. 4p00 PSI' a I ld° °Ip II a 11�11 - --_-_- - SEGTION/DETAILS) DATE: 01 17 24 ® COLUMN BASE I II (MIN. 4,000 PSI) \ i (MIN. 4,000 PSI) 1 DRAINAGE 14 OF 17 (� " " I 111 II•I� 177 I a III (2) #5 BENT REBAR 1 1 - II GRADE 1 I I P a SQUARE FOOT 5F-22 SQUARE FOOT SF-25 o Z Z (CENTER BETWEEN Z 12"4' 'SONOTUBE' FILLED �� ij p (2) #5 BENT REBAR CONCRETE FOOTING PARALLEL REBAR IN FTC) CONCRETE FOOTING Z - SOLID w/P. GONG. 'u 11 _ (CENTER BETWEEN 1 1 FORM FILLED SOLID 1 •I FORM FILLED SOLID _ p PARALLEL REBAR IN FTGJ I w/ P. GONG. (MIN. p (5) #5 HOR. REBAR 1 w/P. GONG. (MIN. ft� (MIN. 4,000 P51) o Z 11 II i 1 4,000 PSU; INSTALL UPON (2) #5 HOR REBAR I 4,000 PSI); INSTALL ! METAL DTT DECK TENSION I r 11 PER MANU. SPECS. (5 TOTAL) COORDINATE I PER MANU. SPECS. JOISTS AS PER PLAN FASTENED w/(2) Z TIE BY 'SIMP5ON' (OR I II• (2) #5 HOR. REBAR UPON (2) I e FLASHING �� A #5 HOP,REBAR (4 TOTAL) I I h I I 1 " w/PLACEMENT OF SENT I 5/5" 4' x 5" LONG HEAVY DUTY GAL. EQUAL) (v O 11 Ih _= a__ REBAR 11 �I LAG BOLTS ® Ib" O.G. INTO MUD SILL 4 i n (4) #5 VERT. REBAR . ° - - � all 11 RIM BD.;WHEN ® FOUND. WALL FASTEN F�AS NG P.T. DECK JOIST d,' 7 UNTER <r ' w/(2) 5/5"0 x 5" LONG APPROVED A5 PER PLAN �Y e'�e .� O a MASONRY ANCHORS ® I6" O.G. 7� „ FOUNDATION WALL (p ° EXTERIOR N00rO ) DF_0< DETAIL I EXTERIOR MOOD DEG< DETAIL I EXTERIOR MOOD DEC< DETAIL I EXTERIOR MOOD DEG< DETAIL. I-7 LrzDO ER OONNEGT I ON DETAIL ,4-402.0 II SCALE: 5/4 = I -O,, A-402.0 " SCALE: 5/4" = I'-o" A-402.0 SCALE: 5/4 = I -O A-402.0 O" A-402.0 SCALE: I" = I'-O" (w/ I2 � PTO.) " ' (w/ 18 � PTO.) (w/ 5�-22 PTO.) " ' " (w/ 5�-28 PTO.) SCALE: 5/4" = I'- 0ENERAL 5 I I " I50L <E I : NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED , „ WOOD FRAME (L.O. STL. 4D 4D Q : . WHEN APPLICABLE) - - - - EXISTING TO REMAIN � to � I- � � NEW WOOD FRAME (L.O, NEW FOUNDATION WALL C gg �J Lu STL. WHEN APPLICABLE) I -b" 10'-O" 17'-6" cu 14 11 qA IL 10 - - - - - - - - Q �`_' V) IL �- NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V � WOOD FRAME (L.O. STL. ElPOST FOR 4" WALLS O 0 06 - - - - - - - - - O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O I x x ° • O O POST FOR b" WALLS), U.O.N. - I 0 NEW 2-HR FIRE RATED I w ® w ® - ILO { WHEN FRAME STL. ( z z b - _ _ b Z} 0 L BLE) I I O N NEW (2) 2"xlO" P.T. 13 e I p O DROPPED BM. _j O cc V POST 4 COLUMN DESIGNATIONS: G STRUCTURAL PLAN NOTES ALIGN �? Q N F: qB XO 4-J CV POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED lu 0� C� AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 15'-5" z ® 12 z ® 4D 0 m �' L0 OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED -1 NEW(5) 1.-15"xq.5" T.J. 2.OE I'-10" - - a N . N STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 8 STANDARD MICROLLAM LVL F.J. - - - � 0 O cc ACROSS SEARING POINT. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. - Q G O ABOVE INDICATED P05T5/COLUMNS. � - --- - 4D L_ 7fi 5 O 57AGKED POST/COLUMN: --- --- - A2 (2) 2'x4" POST g2 (2) 2"xb" POST a 6B I IS 3A 3A p O ail V.I.F. EXIST. (5) 2"x8" EXIST. HDR LOCATE INDICATED POST/COLUMN BENEATH POST/COLUMN i G -�> NO ADDITIONAL LOADING ON FLOOR ABOVE. ry �1 I I w HDR(OR RIM JOIST) - -STACKED POST/COLUMN: A3 (3) 2"x4" POST B3 (3) 2"xb" POST Q «+p} OR PROVIDE NEW UPON EXIST. HDR PROPOSED 15 13 2B NEW FAMILY H� _ - - - - - - U LOCATE INDICATED P05T/COLUMN ABOVE POST/COLUMN ON 10 �1I ROOM N Q O �w L_ FLOOR BELOW. O> N-1 r�o--I 4 2"x4" POST 4 2"xb" POST ! � r A4 ( ) B4 ( ) x J LOAD BEARING WALL (ABOVE): v I 403 S.F. in 0 I x-� 8B 3A AS INDICATED BY DASHED OUTLINE. = d -HEATED- i I r-< „ -v _4 NEW 2 xl0„ F.J. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A5 (5) 2"x4" POST B5 (5) 2"xb" P05T W, ? �c~n� -FINISHED- 7 m��Z EXIST. ® Ib" O.G. Tl �1 UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. m I '' IL G.H.='I'-o" FINISHED FLOOR w-i v m p�O U~i EXIST MEG v INTERIOR LOAD BEARING WALL: 06 TO FINISHED CEILING 9 0 w u is U EXISTING ROOM U 3B 3-1/2" O.D. SGH 40 5-1/2" O.D. 5GH 40 v x= I x= Q z N p w- • - AS INDICATED BY HATCHING. STL. COL. (ASTM 5%. COL (ASTM in cv `� -I cv `fl ? lbw I I z RECREATIONAL bB ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPCN 0---�G 0_- Dl ` ® ,n w � zN SPACE AI23) BY SIMS AI23) BY SIMS 3 ® dJ fL Nrzk(5) 2"x6' -HEATED- V/ F.J. OR BEAM (WHEN APPLICABLE) BELOW. STEEL (OR EQ) STEEL (OR EEO) z x-i z x Qp 4 -FINISHED- NEW _ _ _ ,,,I� HOLDOWN (IST TO 2ND FLOOR): r u O LUSH BM. w 7A 4A HOLDOWN 'A' AS PER PAGE 6-003 -J Ja IMP�ON BA HN6 J G.H.=T-O" FINISHED FLOOR GRAWLSFAGE 10 _ • qB Q�Q� 6 ® SU PORTING F.J. TO FINISHED CEILING 1L 220 S.F. I I r OPOURED CONCRETE AND STEEL REINFORCEMENT NOTES: J N z _ _ J G 4'-4" � HOLD OWN (FOUNDATION TO 15T F OOR : X 4D HOEDOWN 'D' AS PER PAGE 6-003 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ' z IO p ON 7B1:1 1:111 zd) pi I 0 DBE. D.J. OBEAM POCKET: FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND ! - w QX - Q0 m a STRINGERS I I U I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 15 O 1 dw N qA WIDTH OF BEAM, FOR A LENGTH OF � THE WALL I 8B N 00 EXISTING cV Ora - THIGKNE55 (3.5" MINIMUM). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Q zo- RECREATIONAL -) 3 � � = � I X 0 w O NEW 2 xb I _ SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR _ X Q z I P.T. D.J. O • 2. PROVIDE ' AIR SPACE AROUND ENDS AND TOP OF 5P,4GE lL z o m z(L N BEAM TO PROMOTE AIR CIRCULATION ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 4D -HEATED- Q O m w 9 •• l 0. ,� ENCOUNTERED. d)O(L x z F �,� ® I6' O.G. N in 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND ^FINI5HED� x O N= p -� NE 2"xl0' F.J. 4 I i- V J CONCRETE INTERFACES - _ - - - _ - = - _ - =- =- - cv QX ® I6" O.G. wIF 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. G.H.=6'-6' FINISHED FLOOR < d w B 12 (z Q 4. BEAM SHALL REST ON GALV. STEEL SHIMS;GROUT IN 6' -� 1L cvCL 12 4D TO FINISHED CEILING to Q-i N N z _ PLACE ONCE BEAM PLACED. a 6D z m 0 0 I I Q 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT X O w-1 MODIFIED Q zQ - - - - - - DBE. D.J. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. m w F z z STRINGERS FOUND $ POSTS FOR WD. DECK: 14 p-N p p CL• �' e - NEW (2) 2"xl0" P.T. ifl bA 4"x4" P.T. POST UPON 12"0 P. GONG. PIER, 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL DROPPED BM. ® oD o %Z Q Q X z 0- AS PER DETAIL 13/A-402. ASTMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE = STAIR STRINGERS x ?O x ?p d w z 0 iv Q iv EXIST. COATED. FASTEN TO - O O t(1 N BATHROOM _ _ _ _ FOUND 8 POSTS FOR WD. DECK: i0 =N ABUTTING DROPPED w 0� w Q z j< - J N bg b"xb" P.T. P05T (w/PERMAGAST COLUMN CASINO PER 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS _ I BM. w/ SIMP50N z ® z ® MODIFIED H.O. SELECTION) UPON 18"4) P. GONG. PIER, A5 PER SHALL BE STAGGERED. 0 ' I LU525-2 HNGR. EXIST. HDR UTILITY DETAIL 14/A-402. i I I 13 bB bG 6G bG NO ADDITIONAL LOADING GL • ® 14 � STRUCTURE. PLACE BE CONTINUOUS TO BEAM SUPPORTING ROOF 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN `r � I� 12 UPON EXIST. HDR PROPOSED - PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, I + _ + + _ FOUND 8 POSTS FOR WD. DECK: COVERAOE5, AND PLUMBNES5. u 6G H.O. P.T. POST (w/PERMAGAST COLUMN CASING PER - P.T. DRP. BM. P.T. DRP. $M. P.T. DRP. 5M.III H.O. SELECTION) UPON 10"0 P. GONG. PIER UPON "SQUARE 6• CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT - - FOOT" SF-22 CONCRETE PAD FOOTING, AS PER DETAIL CONCRETE. 4D 15/A-402, POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF 6'-IY2" b'-2Y2" 6'-M2" ALIGN STRUCTURE. GONGETE - GOLD WEATHER POURING 8 CONCRETE MIXTURE FOUND B P05T5 FOR WD. DECK: Iq'_O.. 36'-4" I. THESE SPEC SHALL APPLY FOR THE POURING OF bD 6"xb" P.T. POST (w/ PERMAGAST COLUMN CASINO PER CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE H.O. SELECTION) UPON 12"0 P. GONG. PIER UPON "SQUARE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. FOOT" SF-26 CONCRETE PAD FOOTING, AS PER DETAIL WA-402. 2. SPEGIFIGITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. POST SHALL BE CONTINUOUS TO BEAM SUPPORTING SECOND FLOOR/ROOF STRUCTURE. 3. ALL COLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. PAD FOOTING 7A 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / DETAIL I/A-401. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. PAD FOOTING 7B 36"x36"xl6" DEEP P. GONG. PAD FOO'TIN6 AS PER 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. DETAIL 2/A-401. REMOVE AS REO'D. ® CONTINUOUS FOOTING (EXISTING): 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE i ROFOSED FOUNDA71 Oil STRUCTURAL FLAN V.I.F. EXISTING Ib"x6" DEEP P. GONG. CONTINUOUS PERMITTED WHEN NECESSARY. FOOTING (MIN. SIZE) IN GOOD CONDIT ON, BEARING AT MIN. 3'-0" BELOW GRADE. IF FOUND OTHERWISE, 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER SCALE: I/4" = 1'-O" CONTACT ARCHITECT. AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. L CONTINUOUS FOOTING (NEW): 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 4D • 4D Z 6B NEW I6"xb" DEEP P. GONG. CONTINUOUS FOOTING AS _ _ Lu PER DETAILS 6/A-401 (AT CRAWL5PACES) d 7/A-401 q• NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE (6 BASEMENT). PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 PROPOSED WHERE NEW FTC. A5UT5 EXIST. FTC., DRILL d EPDXY (ASTM C4g4/C4g4M, TYPES G AND E). MASTER V PIN CONT. HOR. REBAR (51ZE/COUNT PER DETAIL) w/b" BEDROOM EMBEDMENT INTO EXIST. FTO. U51NO GUICKRETE 10. CONSULT ARGHITEGT WHEN STEEL EMBEDDMENT GROSS SECTIONAL 220 S.F. HIGH-STRENGTH ANCHORING EPDXY (OR EQUAL). AREAS EXCEED ONE SQUARE INCH. NEW UN-REINFORCED P. GONG. SLAB 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED qA 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS - 2. 6 MIL POLY VAPOR BARRIER UPCN REACHED A COMPRESSIVE STRENGTH OF 600 PSI. NEW (2) 1.75"x11.675" T.J.2.0E Q 3. 4" (MIN.) GRAVEL BASE MICROLLAM LVL F.J. BELOW NEW REINFORCED P. GONG. SLABS 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. STACKED POSTS TO RIDGE w/ qB 1. NEW 4" THK. P. GONG. SLAB w/ 6"xb"-10/10 W.W.M. UPON SIMPSON LUS414 HNGR 6 FLUSH BM. 2. b MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C TYPICAL DOOR/WINDOW HEADER NOTE: NEW 2"xl0" NE'W (5) 2"xl0" HDR PROJECT: CONDENSER SLAB) UPON SPANNING BETWEEN PROVIDE (2) 2"xl0" HDR AT ALL DOORS b WINDOWS, U.O.N. F.J. 0I6" O.G. PROPOSED 3. 4" (MIN.) GRAVEL BASE SEE PACE 0-005 FOR NAILING/57RAPPIN6/FRAMIN6 (STAIR LANDING) WALLS (FRAME AS REQUIREMENTS BY OPENING WIDTH. NEW (2) 1.75"x11.875" 6.5' OPENING PER STOOP WHITE TYPICAL P. GONG. FOOTING S WALL CONSTRUCTION: WINDOW HEADER to • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD b 3g T.J. 2.OE MICROLLAM TABLE ON 0-005) \\ SILL SEAL SOIL BEARING CAPACITY NOTE: LVL FLUSH BM. !NEW (2) 1.75"xq.5" T.J. 2.0 - 4D7 ADDITION • ANCHOR BOLTS A5 PER PAGE G-G�03 STRUCTURAL DESIGN OF FOOTINGS A55UMES A SOIL 4A 4D __ _ _ -1-j���4M LVL tfQ$_ NEW (5) 2"xl0" HDR C O o • P. GONG. FOUND. WALL AS PER DETAILS 6/A-401 (AT BEARING CAPACITY OF 1.0 TON/S.F. C • O d) T CRAWL5PACE5) b VA-401 (AT BASEMENT) UPON w - O • P. GONG. FOOTING A5 PER DETAILS (LISTED ABOVE) p r�i I C O • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR PROF. � m 3B NEW(2) 2"xl0" 3B _- 4D WALK-IN m N� F.J. ® STAIR 230 LESTERS ROAD • B.O. FOOTING 3'-O" BELOW GRADE MIN. 57RINOER5 LL MATTITUCK, NY 11952 • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN CL ~-I - ? 2 xb" STUD WALL NEW DEL. 11-'1/6" 2q S.F. _ tL • APPLICABLE) TJI 560 F.J. iq v®I r 0 F O OGS D FLOOR ABOVE) PROPOSED • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS BELOW POSTS I , (K =to KITCHEN (WHEN APPLICABLE) TO HDR ABOVE - - - - = Ol0 3 _- �5 S.F. Ibo S.F. DRAWING TITLE: • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR - _ _ _-- �= z HEIGHT OF WALL a SLAB (WHEN APPLICABLE) 3A A4 3A z ® 1.75�x11(875" A2 i PROPOSED STRUCTURAL PLANS II ACCESS HATCH FRAMING: NEW I1-7/6" T.J. 2.0E I. MIN. 550 # CAPACITY ACCESS HATrH/PULL-DOWN STAIRS O I / I MICROLLAM 2.DEL. FRAMING WHEN NEW OPENING TJI 360 F.J. LVL HDR NEW MICROLLAM 1.75"xVLF T.J. M. L-- 3.INSTALL AS PER MANU. SPEC.'S ® Ib" O.G. SPANNING B/W 2A $2 STAIR LAM LVL FLUSH BM. PROP. POSTS 2g STAIRS w/ SIMPSON HHU5410 CROP. HNGR. ® SUPPORTING F.J. �' 0f'• L UNDRY OTYPICAL LEDGER BOARD: MASTER r rP NTRY ROOM 12 1. (1) 2"x BD. TO MATCH DEPTH OF JOISTS OR ABUTTING O BATHROOM ( I A3 I /A\j A� PROPOSED O I S.F. b'1 S.F. 4'-4" DROPPED BM, A5 APPLICABLE (P.T. BD. FOR EXTERIOR PROP. Y GREAT ROOM m NE�2L2"x 6" INSTALLATIONS) - 0 M -- PAGE: 2. SECURED w/(2) 5/6" 4) x 5" LONG H.D. CAL. LAO BOLTS WALK-IN - - Q 263 S.F. 0 DROPPED BM. ® I6" O.G. F.J. SHALL NOT BE CONTINUOUS 51 S.F. 3A 4 pr cV N O 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR ACROSS FRONT I 4D Q ® m = p S-10 , v PROP. _ EQUAL) WALL TO AVOID > ® a- -i 0 � p �- FOYER x = ■ 0 0 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING EXCESSIVE UPLIFT NE("( (3) ?0 p IY V PROPOSED x m ___ 12 ___ "xl2" HDR w (p NEW(2) 1.'15"x11.5 15" T.J. w - s_, 54 S.F. iV � TUCKED UNDERNEATH 51DINO 3 BENT OVER TOP EDGE COVERED N 0 O Q I w z I 2.OE MICROLLAM LVL F.J. z � � OF LEDGER BD. 4 4D �p N - - - I� 0 BELOW WALL ABOVE r ® u PORCH N 5. SEE DETAIL 17/A-402 (EXTERIOR INSTALLATION). - � - - � - _ '� 35 S.F. �1p NEW 11-7/b" TJI 110 PROPOSED DATE: 02 ��I ? wdJ x 0 w(Y STEPPED FOOTING F.J. ® I6" O.G. w/ 12 r N DINING ?w dJ 0 w \ / I z p �2�-�24 15 OF 17 13 FT6. TO STEP AS NEEDED TO ALIGN WITH ADJOINING SIMPSON IT51.51/11.66 ( NEW (2) 1.75"x11.575" T.J. 2.OE MICROLLAM ( ( Y ROOM ~-� - O z FOOTINGS, AS PER DETAIL q/A-401. HNGR. ® UPSET BM. LVL F.J. BELOW WALL ABOVE w/ d IOq S.F. I r> m -_ _ 6B MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FT6. SIMPSON LU5410 HNGR. ® UPSET BM. ! m dq I F I I MODIFIED L J NEW (2) 2"x6" `-' V 9 p =Q BATHROOM FOR WOOD STAIRS ® GRADE: bD NEW (3) 1.75"xl4" T.J. 2.OE MIGROLLAM LVL UPSET BM I J T I F- x-1 dJ; D O P D pl _ �n O PROPOSED 14 4" THK. P. GONG. PAD 6" WIDE x REQ D LENGTH UPON v � (FLUSH w/TOP OF F.J.) BELOW WALL ABOVE V � � Q� �- F 0 ;W NEW I I-7/6" TJI 360 MUDRDOM 4D 6" GRAVEL UNDER 2"xl2' P.T. STAIR _TRINGERS ® (BEAM RUNS ABOVE PORCH G.J.) _ p ® v = F.J. ® I6' O.G. w/ 35 S.F. 2_6 3_7 E 6" MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGER°.i) `X O 0 z J = j I - J SIMPSON ITS2.36/11.68 �� D A � (1 PROPOSED cV I � w 3 0 Q I HNGR. ® FLUSH BM. E O Lu COVERED w w 0 N a STEP DOWN TOP OF FOUND. WALL EQUAL TO FLOOR ® ® z z C'3 1 15 HEIGHT DIFFERENCE IF REQUIRED (VERIFY DIM. IN FIELD) z 6G PORCH gF be z I N N NEW (5) 1.75"Xllb75" T.J. 2.OE MICROLLAM LVL HDR NEW 2 2"x6" NEW 2 2"x6" NEW 2 2"x8" - -- b DROPPED BM. DROPPED BM. DROPPED BM. NEW (5) 2"x12" HDR 4D : w b_�2 6_�2 NEW 2) 1.75"xq.5" T.J. 2.OE �+�► FOUND. WALL BELOW MIGROLLAM LVL HDR ( .� ,Q'�4 p" 6 (ABOVE SLIDING DOOR) , FROPOSEI7 FIRST FLOOR 57RUGTURAL FLAN SCALE: 1/4" _ EXISTING TO BE DE NEW PARTIAL HEIGHTMOLISHED WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) � O � { NEW WOOD FRAME (L.G. NEW FOUNDATION WALL C Lu ca f-� STL. WHEN APPLICABLE) 11 I M NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL 1VI 4-1 c Lo WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS (MIN. (2) 2"x&" STRUCTURAL O N POST FOR 6" WALLS), U.O.N. � � WHEN APPLICABLE) � }, � NEN 2-HR FIRE RATED WOOD FRAME (L G. 5TL, LO (V z O WHEN APPLICABLE) CL 'co I.f) Y STRUCTURAL PLAN NOTES O O O c POST 8 COLUMN DESIGNATIONS: X � CV POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED NEW (3) 2"xl0 HDR SPANNING m a--+ (D AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY BETWEEN WALLS (FRAME AS 4-J � a--+ L0 OSPLICED STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NEGE55AR) ELSEWHERE,AS SPECIFIED 6.5' OPENIN& PER WINDOW C N O t6 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD Q 0 p_ O ACROSS BEARING POINT. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. HEADER TABLE ON 6-003) ABOVE INDICATED POSTS/COLUMNS. QA ® STACKED POST/COLUMN: A2 (2) 2"x4" POST B2 (2) 2"xb" POST LOCATE INDICATED P05T/COLUMN BENEATH P05T/COLUMN PROPOSED ON FLOOR ABOVE. BATHROOM STACKED POST/COLUMN: A3 (5) 2"x4" P05T B3 (3) 2"xb" P05T - 2B LOCATE INDICATED POST/COLUMN ABOVE P05T/COLUMN ON (Ica FLOOR BELOW. /,,4 (4) 2"x4" POST B4 (4) 2"xb" P05T • ® ®� LOAD BEARING WALL (ABOVE): 3 AS INDICATED BY DASHED OUTLINE. A5 B5 ® ( A2 V tL v V ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY ®---❑ (5) 2"x4" POST �~-� (5) 2"xb" POST _ " ® N N -�� UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. R P d) d) O \p v 3B INTERIOR LOAD BEARING WALL: 5-1/2" O.D. 50H 40 5-1/2" O.D. 5GH 40 3B C A3 �� 3B PROP iv Nz PROPOSED �p 52 v •AS INDICATED BY HATCHING. 3= X ® AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON 0---�G 5TL. COL. (ASTM O-E 5TL. COL (ASTM 10 F 25 G� w BEDROOM w I rI 1 F.J. OR BEAM (WHEN APPLICABLE) BELOW. AI23) BY SIMS `�� �u AI23) BY SIMS _ 10 S.F. z 156 S.F. z 2 2B 2B W STEEL (OR EQ.) STEEL (OR EQ) HOLDOWN (I5T TO 2ND FLOOR): NEW (2) 4 HOLDOWN 'A' A5 PER PACE 6-003 I.'I5"xq.5" POURED CONCRETE AND STEEL REINFORCEMENT NOTES: HOEDOWN (FOUNDATION TO IST FLOOR): � MIGROLLAM F- II -i 4D HOLDOWN 'D' AS PER PACE 0-003 V LVL HDR U 3B NEW 2"x8" RAISED I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT Q} G.J. ® I6" O.G. OBEAM POCKET: FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND to v I. POCKET SHALL PROVIDE BEARING SUPPORT TO FULL DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. iv J N WIDTH OF BEAM, FOR A LENGTH OF ;4 THE WALL 3 ® w y X ® I c_v T�1 THICKNESS (3.5" MINIMUM). 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION iu Ica w I- tJ J 17 2. PROVIDE �" AIR SPACE AROUND ENDS AND TOP OF \� SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR z ��"' I z PROP. � /r f- cV I ,_ ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER �j HALLWAY V, BEAM TO PROMOTE AIR CIRCULATION ENCOUNTERED. - �9 3. PROVIDE COPPER FLASHING BETWEEN ALL WOOD AND 0 w - _ _ - - -- CONCRETE INTERFACES 4 iV 0 4. BEAM SHALL REST ON 6ALV. STEEL SHIMS;GROUT IN 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. _o PLACE ONCE BEAM PLACED. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT PROPOSED7. m 4 N Q FOUND 8 P05T5 FOR WD. DECK: 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. BEDROOM I 0 150 S.F. 6 4"x4" P.T. POST UPON 12"m P. GONG. PIER, 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL _ AS PER DETAIL 13/A-402. A57MA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE J FOUND 4 P05TS FOR HIP, DECK: COATED. NEW (2) I.15 x9.5 T.J. 2.OE 6B 6"xb" P.T. P05T (w/PERMAGAST COLUMN CASINO PER (o. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS MIGROLLAM LVL HDR .H.O. SELECTION) UPON IS"O P. GONG. PIER, AS PER SHALL BE STA6&ERED. DETAIL 14/A-402. POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF -i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN STRUCTURE. PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, FOUND B PO5T5 FOR HD. DECK: COVERACE5, AND PLUMBNE55. 6G 6"xb" P.T. P05T (w/PERMAGAST COLUMN CASING PER H.O. 5ELECTION) UPON 10"4> P. GONG. PIER UPON "5OUARE 8• CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J FOOT" SF-22 CONCRETE PAD FOOTING, AS PER DETAIL CONCRETE. 15/A-402. POST SHALL BE CONTINUOUS TO BEAM SUPPORTING ROOF STRUCTURE. CONCETE - GOLD WEATHER POURING d CONCRETE MIXTURE FOUND 4 P05TS FOR HID. DECK: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 6D 6"xb" P.T. POST (w/PERMAGAST COLUMN CASINO PER CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE H.O. SELECTION) UPON 12"(P P. GONG. PIER UPON "SQUARE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. FOOT" SF-25 CONCRETE PAD FOOTING, AS PER DETAIL I6/A-402. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. POST SHALL BECONTINUOUS TO BEAM SUPPORTING SECOND Oi�OSEl7 SECOND FLOOR STRUCTURAL PLAN SECOND FLOOR/ROOF /ROOF STRUCTURE. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL PAD FOOTING CONFORM TO AGI 506. 'IA 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SCALE: 1/4" = 1'-0" DETAIL I/A-401. SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10" F OF CONCRETE. PAD FOOTING -IB 36"x36"xIa" DEEP P. GONG. PAD FOOTING AS PER 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. DETAIL 2/A-401. REMOVE AS REO'D. ® CONTINUOUS FOOTING (EXISTING): 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE V.I.F. EXISTING I6"x8" DEEP P. GONG. CONTINUOUS PERMITTED WHEN NECESSARY. El FOOTING (MIN. SIZE) IN GOOD CONDITION, BEARING AT 'T• FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER MIN. BELOW GRADE. IF FOUND OTHI=RWISE, D SHALL B WT 10 F OF CONCRETE COCRET TT . CONTAACTCT AN SHA BE °ARCHITECT. I- - N CONTINUOUS FOOTING (NEW): 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I I I I w NEW I6"x5" DEEP P. GONG. CONTINUOUS FOOTING AS SB I I I I PER DETAILS b q ID /A-40I (AT CRAWLSPACES) d -T/A-401 . NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE (® BASEMENT). PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 p WHERE NEW FT6. ABUTS EXIST. FTC., DRILL 4 EPDXY (ASTM 0494/04014M, TYPES G AND E). I I I I v PIN CONT. HOR. REBAR (5IZE/COUNT PER DETAIL) w/6"EMBEDMENT INTO EXIST. FT6. USING G2UIC:KRETE 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I I N RIDGE BEAM POST GAPS: V ry HIGH-STRENGTH ANGHORINC EPDXY (OR EGtUAL). AREAS EXCEED ONE SQUARE INCH. PROVIDE THE FOLLOWING POST GAPS AT ALL O d I POST-TO-RIDGE BEAM CONNECTIONS. PROVIDE SHIMS AS NEW UN-REINFORCED P. GONG. SLAB II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I x I REQUIRED WHEN P05T WIDTH EXCEEDS RIDGEID BEAM WTH. LLI qA I. NEW 4" THK. UN-REINFORCED P. CONC. SLAB UPON TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 2. 6 MIL POLY VAPOR BARRIER UPON - 51MP50N A04 OR A06 POST GAPS (MATCH POST 3. 4" (MIN.) GRAVEL BASE REACHED A COMPRESSIVE STRENGTH OF 800 PSI. I I z I ( DEPTH) AT INTERMEDIATE 5 U 45-2 p NEW REINFORCED P. GONG. 5LAB 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. CONTINUOUS RIDGE BEAMS. aB I. NEW 4" THK. P. GONG. BLAB w/6"xb"•-10/10 W.W.M. UPON I I I - SIMPSON LGE4 POST GAP AT ENDS OF RIDGE BEAMS. 2. 6 MIL POLY VAPOR BARRIER (OMIT FOR EXTERIOR A/C I 2 PROJECT: CONDENSER SLAB) UPON TYPICAL DOOR/WINDOW HEADER NOTE: 3. 4" (MIN) GRAVEL BASE PROVIDE (2) 2NIO" HDR AT ALL DOORS 4 WINDOW5,U.O.N. SEE PAGE &-003 FOR NAIL ING/STRAPPINO/FRAMINC TYPICAL P. GONG. FOOTING $ WALL. CONSTRUCTION: REQUIREMENTS BY OPENING WIDTH. F] B3 WHITE - - - - - - - -- - - - - - - - 10 . (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD $ �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ADDITION SILL SEAL SOIL BEARING CAPACITY NOTE: • ANCHOR BOL75 AS PER PAGE 0-005 STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL NEW 2NIO' R.R. NEW 2"xl0" R.R. I I I m • P. GONG. FOUND. WALL AS PER DETAILS 6/A-401 (AT BEARING CAPACITY OF I.O TOWS.F. x m CRAWLSPACES) $ '1/A-401 (AT BASEMENT) UPON ® I6 O.G. tV[a ® I6 O.G. Ri �i • P. GONG. FOOTING AS PER DETAILS (LISTED ABOVE) ( m Q ,� L� - - - - - - - • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR �� n O O n 0 O 230 LESTERS ROAD 10:12 p� 10.12 } • B.O. FOOTING V-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN I -� [ry e �j a �j ij I MATTITUCK, NY 11952 APPLICABLE) �' - K • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS /STOOPS A3 zW bz O O N O O N O O (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET FOR �® I ® ® ® � I I DRAWING TITLE: POST ABOVE A2 NEW (2) 2NI2" 52 - HEIGHT OF WALL a SLAB (WHEN APPLICABLE) I Wp HDR BELOW EW(2) 2"x12" RIDGE BM NEW (2) 2NI2" RIDGE BM. RIDGE BM. ® I I PROPOSED STRUCTURAL PLANS II A00E55 HATCH FRAMING: 1@ 2B B I. MIN. 550 # CAPACITY AGGE55 HATCH/PULL-DOWN STAIRS NEW 2NIO" R.R. fig? 2.DBL. FRAMING WHEN NEW OPENING - I ® 2 O.G. O� a l NEW (2) 2"xl0" ROOF BM. H/ SIMPSON I I 5-O NEW 2"x8" R.R. 3.INSTALL AS PER MANU. SPEC.'s cV A2 LUS210-2 HNGR ® SUPPORTING R.R. OC TYPICAL LEDGER BOARD: ``v ® O O O 0 I NEW 2NI2" RIDGE BD. 12 1. (1) 2"x BD. TO MATCH DEPTH OF JOISTS OR ABUTTING � + x Q!v iv DROPPED BM, AS APPLICABLE (P.T. ED. FOR EXTERIOR Q i�,, - � � Otp � � � NEW 2NI2" RIDGE BD. L J INSTALLATIONS) fY L9" ® u? rri I I PAGE: 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. CAL. LAO BOLTS tV c� z w �� 3 ® 16" O.G. x z N® U 3. INSTALL H.D. 6ALV. JOIST HAN6ER5 BY 'SIMP5OW (OR 10:12 N 10:12 O O10EQUAL) t j �� - `� I ■ 0 0 4. FOR EXTERIOR INSTALLATIONS, PROVIDE FLASHING - - - - - - - - - - - - - - - NEW 2NI2" - - - - - - - - - - - - - - - - uj ® I I RIDGE BD. NEW2"xIO" R.R. TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE I R� V 0.� z ® I6" O.G. .OF LEDGER BD. z 5. SEE DETAIL I-i/A-402 (EXTERIOR INSTALLATION). I NEW 2NIO" R.R. NEW 2"xIO" R.R. O O 4313 O O I N STEPPED FOOTING ® I6" O.G. ® I6" O.G. iv n iv .o _ _ _ _ _ _ - I o DATE: 01/17/24 16 OF 17 13 FTO-. TO STEP AS NEEDED TO ALIGN WITH ADJOINING L - - - - - - - - - - - - J I I JL_J FOOTINGS, AS PER DETAIL q/A-401. I w U UzJ MAINTAIN MIN. 3'-0" BELOW GRADE TO BOTTOM OF FTC. B L B3 FOR WOOD STAIRS ® GRADE: O o I I cv I 14 4 4" THK. P. GONG. PAD 6" WIDE x REO'D LENGTH UPON I I 6 6" &RAVEL UNDER 2NI2" P.T. STAIR STRINGERS ® d0 d0 N �R DAj L MAX. I6 D.G., U.O.N. (MIN. 3 STRINGERS) Q'O Q-o ® I I I 5� X- X- w I M. p A STEP DOWN TOP OF FOUND. WALL EQUAL. TO FLOOR z Z _ 15 HEIOHTDIFFERENCE IF REQUIRED (VERIFY DIM. INFIELD) r, x® x® f , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L J L J N L J L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Y �OF t"4 Ffi'OFOSEC� ROOF FRAMINO STRUCTURAL PLAN SCALE: 1/4" = 1'-0" a_ Q W W co co N O C_9 O N z O co L.0 Q O O O 4 cm O m N < Q O a: O PROPOSED BATHROOM NOTE: n , ALL PLUMBING WORK SHALL CONFORM TO O Q� LOCAL PLUMBING CODE O I I EGEND U •— I v \ HOT PPHATER n , L --� .......... .._..J �.._.._..—{ 5PLP WATER W I ■ � MDFD. 1 MASTER BATH I LAUNDRY KITCHEN PROVIDE "ABESGO FP200 FR BATHROOM I EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE ` RATED WALL5 AND v p p< 1 FLOORS/CEILINGS. PRODUCT O Q4 I I j p� p� CONFORMS TO A5TM E 814, Q4 Q4 A5TM E 84, AND UL 141Q � • IC�:7 N INTERIOR SHUT-OFF 11 1 1 1 �� I 1 �� FOR H05E BIB Iv I0 Iv $j. . i v am 5HOWER1 U V/� I NI I� c�V I I cvl I� tvl I� NEW FREEZE PROOF HOSE BIB Q w/VACUUM BREAK FASTENED 1- ' ---� ---------=------=--L ' I----� -- ---------- =--------�_---- - --------J w/ PIPE FASTENERS (PRECISE t.._.._. _.._.._.._.._.._.I._.._.._.._.I_.._.. _..Z.._.T ..� _.._.. _.._.._..—..L.._.._.._.. _..I_.._.._.._.l_.._.._..I_.. LOCATION T.B.D. IN FIELD - CONSULT W/ OWNER) I I I I 1 CONNECT TO r — — x 1 .0 I I EXIST. WATER j cV 1 I_ I SUPPLY 5YSTEM TO PRIVATE 1 EXISTING I WELL I I I BATHROOM I IU I m Q "i K TUB m FLUM 3 I NC RISER - SUf:'FLY SCALE: NTS 0 U O O v 4" FRESH AIR VENT w J `THROUGH ROOF Q I a I I ATTIC/ROOF PROJECT: I �" ------1 WHITE ---PROPOSED --,- - -- I ADDITION BATHROOM I 1 j I I 1 I 1 I O I 1 I NOTE: 2"1 I 1 I ALL PLUMBING b u I I I I R FUEL GAS WORK p I I I I PROVIDE "ABESGO FP200 FR p 12 SHALL CONFORM 1 i EXPANDING FOAM" (OR EQUAL) TO LOCAL 230 LESTERS ROAD i AT ALL PENETRATIONS IN FIRE IL PLUMBING CODE E w I I RATED WALLS AND FUEL GAS MATTITUCK, NY 11952 01 FLOORS/CEILINGS. PRODUCT O 1411 1 I 1 CONFORMS TO A5TM E &14, v TUB I I A5TM E 84, AND UL 14'T11 N PIPING PENETRATIONS: I. PROVIDE "ABE500 FF200 FIR DRAWING TITLE: EXPANDING FOAM" (OR EQUAL, AT ALL PENETRATIONS AT WAI PLUMBING RISER DIAGRAMS MDFD. 2" 2" AND FLOORS/CEILINGS. MASTER BATH __ ,----- �---_ BATHROOM _ ------- 1 I NOTE: 2.PRODUCT CONFORMS TO ASTh GAS RISER DIAGRAM _____ —T----I---r---- �-——�-——————I I 1 1 I LAUNDRY i i I ALL PLUMBING WORK 814, A5TM E 84, AND UL 14-14 SHALL CONFORM TO 1 I I I 1 I I I KITCHEN LOCAL PLUMBING CODE - '11 I j 1 2"j 2111 1 21'I 1I 1:20 2 11 :211I I 1 I OI GLEAN OUT 1 1 2" 1 I I 211 I 3 1 1 AS REOV ° PAGE: I 1 1 1 1 I IIL 1 I I I I I EXIST. F.A.I. TO 1 u I W O W G I REMAIN �, I_ „ I I i I- 11 1_ isHowER 21, 14 ❑ I_ I_ , P-101000 I TUB 1 WASHER DW G.O. I DATE: 02/21/24 17 OF 17 I 4" — 4" HOUSE MAIN DRAIN G.O. I Il i 2"I „I 1 z I 2 1 I 2 4" TO SEPTIC 211 1 1 SYSTEM d lu Q = 14, I TUB L X EXIST. C l II 11 1 W BOILER FLUME31NC RISER - DRAIN / NASTE / VENT SCALE: NTS FUEL RISER � — SUi�i�LY SCALE: NTS