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Home My WebLink About49860-Z � a 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#: 49860 Date: 10/10/2023 Permission is hereby granted to Kelley, Richard 143 E 103rd St New York NY 10029 To: demolish (as per Town Code definition) and reconstruct an accessory building containing an accessory apartment as per ZBA & SCHD approvals. At premises located at: 1265 Bay Ave, Mattituck SCTM #473889 Sec/Block/Lot# 143.-5-1 Pursuant to application dated _ 8/18/2023 and approved by the Building Inspector. To expire on 4/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $663.60 CO-ACCESSORY BUILDING $50.00 Total: $713.60 Building Inspector al , TOWN OF SOUTHOLD—BUILDING DEPARTMENT f tom, Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 1197 -095(,UG 1 8 2023 Telephone 631 765-1802 Fax 631 765-9502 lett) ://www,soutlioldtowna .It ,DING DE DateP w � I PPLICATI I F B IL ! IT For UseC�RYN � F V D :¢ r 141% PERMIT Nab« Building Ins'pectt�r. lilap- Applications and forms must be filled out in their entirety.Incomplete !"D b,iG,D i'I i�T"I applications will not be accepted. Where the Applicant is not the ovine, 1N()F s m°'i_i'r Owner's Authorization form(Page 2)shall be completed. Date:08/02/2022 OWNER(S)OF PROPERTY: Name:Rick Kelley SCTM# 1000-143-5-1 Project Address:1265 Bay Avenue Mattituck NY 11952 Phone#:917-981-7703 1 Email:mickeytiil@verizon.net Mailing Address:1265 Bay Avenue Mattituck NY 11952 CONTACT PERSON: Name:Jessica Magee AMP Architecture Mailing Address: 10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: SI LL ram Intended use of property: Sir1Cf1Crhi ((� s Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 5eNo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. ` C341(uthorized Agent ❑Owner Application Submitted BY(print na e): y �i Y'r Signature of Applicant: Date: b- g pp a. . � Le la�;- STATE OF NEW YORK) S: COUNTY L, - ) 6imf & iL Tuft, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)dowe named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H.TANl7Y 1 Sworn before me this Not ryubiic,State Of NewYork No. 01TA60Be001 Dual ied In Suffolk 00 3 _day of 200" ), corm-MI Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) /17 residing at Z' �,� �G AMP ARCH E:CTURE do hereby authorize to apply on my behalf f Southold Building Department for approval as described herein. Ow "s SiRnatur Date X /7, Print Owner's Name 2 BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ,� j/+ 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) co Southold,NY 11971 RECEIVED http://southoldtownny.govUtak6,J �w ZONING BOARD OF APPEALS 2 Q 2023 " TOWN OF SOUTHOLD Tel.(631)765-1809 fvo'r � I fIflDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 16,2023 ZBA Application No.: SE 7748 Applicants/Owners:Richard Kelley Property Location: 1265 Bay Avenue,Mattituck,NY 11952 SCTM No. 1000-143-5-1 ORA DETERMINATIO : The Zoning Board of Appeals has visited the property under consideration in this application anddetermines that this review falls under the Type II category of the State's List of Actions,without further requirements tinder Sl ERA. SM- -QLK CO TY ADM'INIST TTVEj�9—DE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION;The relief,permit,or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. g_L.QUS 1"MA13E l3'Y API LICANT':The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. PROPS-RTY l°AC"TSODDESCRIPTlQ,! The subject property is a non-conforming 18,750 square feet parcel located in an R40 Zoning District. The parcel is a corner lot, and it runs 75.00 feet along Bay Avenue, runs 250.00 feet along Riley Avenue, runs 75.00 feet on the East side and runs 250.00 feet on the South side. The parcel is improved with a one-story frame house and a frame garage. All is shown on a survey prepared by Joshua R Wicks L.L.S., last revised March 18,2022. ADDJIIQNALMNFORMA l ION: The parcel has the benefit of pre-existing Certificate of Occupancy N Z-28984 for a one family dwelling with rear enclosed entryway and accessory one car garage. The accessory garage is located 3 feet from the side property line where town code requires a minimum 5 feet setback. The location of the garage is pre-existing and non-conforming. A. storage loft exists in the accessory building built by the prior owner,which will be removed. In a related ZBA Appeal 47749,,the ;Board,granted area.relief to construct an addition to the accessory building having a nonconforming setback of 3 feet.The applicant's representative stated that the single-family dwelling and the proposed accessory apartment will be served by an Innovative Advanced(YA)Septic System. During the public hearing,two neighbors spoke in opposition of the proposed accessory apartment. Page 2,March 16,2023 7748SE,Kelley SCTM No. 1000-143-5-1 f INDTIN S OF Ei CT: The Zoning Board of Appeals held a public hearing on this application on March 2, 2023 at which time written and oral evidence were presented.Based upon all testimony,documentation, personal inspection of the property and the surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant. In considering this application,the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(3)(13) to establish an Accessory Apartment in an Accessory Structure and finds that the applicant complies with the requirements for the reasons noted below: 1. The Accessory Apartment unit will be located on the first floor of the accessory structure with a conforming area of 676 square feet of livable floor area,where the code permits a maximum of 750 square feet,as described and shown on the floor plan signed by Anthony Portillo Architect and as confirmed by the Building Inspector in a memorandum titled"Verification of Livable Floor Area"received by the Board on February 27,2023. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with all code requirements as defined in Section 280-13(B)(13)of the Zoning Code. 3.The applicant herein,owns and resides at the property and will continue to occupy the single family residence as a principal residence in conformance with the code requirements as set forth in Article 111, Section 280- 13(B)(13)0, 1-4),and as documented by copies of a voter registration,mortgage statement,driver's'license,and. utility bills. 4.The occupants of the accessory apartment will be either a family member or a resident who is currently on the Southold Town Affordable Housing Registry,and the occupancy shall not exceed the number of persons permitted,in conformance with the code requirements asset forth in Article III,Section 280-13(B)(13)0, 1-4). The tenant of the accessory apartment will be Elizabeth Kelly,his daughter,as evidenced by copies of a residential lease agreement,signed and undated,and a certificate of live birth. 5. The owners'plans comply with the on-site parking requirements and provide for a total of three(3)parking spaces,as shown on the site plan prepared by Anthony Portillo,Architect,dated October 4,2022 6.Only one accessory apartment will be on the subject property and no Bed and Breakfast facility,as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. 7.This conversion is/shall be subject to a building permit,inspection by the Building Inspector,and annual renewal of the Certificate of Occupancy. R1 QN FOR BOARD ACTION DESCRIBED BELOW:: 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: 1) The Accessory Apartment,as applied for, is reasonable in relation to the District in which is located, adjacent use districts,and nearby adjacent residential uses. 2) This Accessory Apartment shall be in conjunction with the owner's residence in the Accessory structure, and as proposed will not prevent the orderly and reasonable use of districts and adjacent properties. 3) No evidence has been submitted to show that the safety,health,welfare,comfort,convenience,order of the Town would be adversely affected. 4)The;special exception is authorized under the Zoning Code through the Zoning Board of Appeals as noted herein,and issuance of a Certificate of Occupancy from the,Building Inspector is required by code before an Accessory Apartment may be occupied. Page 3,March 16,2023 7748SE,Kelley SCTM No. 1000-143-5-1 5)No adverse conditions were found after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. 1E,S_OLUTION OF Tl IE In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora,and duly carried,to GRANT a Special Exception Permit as applied for and shown on the site plan,and architectural drawings labeled SD-1-4 by AMP Architecture,Anthony Portillo,Architect dated 10/04/22 UBA,CT TO TI-lE F YLLC3WING C NI)LI,C'1O 1. This Special Exception Permit requires an annual renewal by a Code Enforcement Officer. It is the applicant's responsibility to apply to the Building Department each year to renew the accessory apartment permit. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 2. This Special Exception permit cannot be transferred to new owners 3. Installation of an Innovative Advance(I/A)Sanitary System as approved by the Suffolk County Department of Health Services. That the above conditions be written into the Building Inspector's Certificate Of Occupancy, when issued Any deviation from the survey,site plan and/or architectural drawings cited in this decision,may result in delays and/or a possible denial by the Building Department of a building permit,and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is a specialpermit subject to conditions,the approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will render this approval null and void Any violations Of the,cond"itions,occupancy Or Other requirements described herein,may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special E ceptian Permit granted herein. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Acampora and Lehnert.(4-0) (Member Planamento Recused) I-eshe Kanes Weisman,Chairperson Approved for filing &/ /2023 w a PROJECT/ ZONING DATA (ACCE550RY APTJ LOT COVERAGE ACCE55OR1' APARTMENT IN EXISTING DETACHED 5TRUCTURE w zm 5Y TAX MAP# 1000-143-5-I SOUTHOLD. TOWN GORE 280-1248250-15) ,QVTHOLD TOM GODBQNY 2?O 15) w ZONING DISTRICT R-40 NG % LOT DESCRIPTION(FOOTPRINT) AREA COVERAGE w LOT AREA 0.4 ACRES ALLOWED EX15T. PROP05ED COMPLIES U TOTAL LOT AREA 18,150.00 5.F. o a F CofO -DWELLING E ACCESSORY NO. Z-28984 10/10/02 ONE GAR GARAGE MAXIMUM HEIGHT IS' 14'-6" 16' q"` YES w a IN 329 S.F 1.8% MINIMUM 51DE YARD 5.0' 3.0' 3.01 NO m=F m w FEMA FLOOD ZONE X EXISTING ACCESSORY BUILD G w o 0 3 w mwag¢ EXISTING 1 STORY FRAME HOUSE "f0'7 5.F. SOUTHOLD ZEA SPECIAL # Tf45;MARCH 20 a?w w ,2023 o a m EXCEPTION SE PROP. ACCESSORY ADDITION 421 S.F. 2.2% MINIMUM REAR YARD 5.0 2'7.5 16.0' YES z� x aazoa xgaLL m x SOUTHOLD ZBA AREA VARIANCE #-749;MARCH 20,2023 PROP SCREEN PORCH 64 5.F, 0.3% MINIMUM FRONT YARD 35.0' 51.8' 44.2' YES z o OR w SUFFOLK COUNTY HD APPROVAL PENDIN6 6 BEDROOMS PROPOSED STOOPS (>30 S.FJ 40 S.F, 0.2% J m z?3 YES ooa�� PROP. BILGO ENTRANCE MAX. SQUARE FOOTAGE 1,000 S.F. 329 S.F, 903 S.F. � m a w W5 33 S.F. 0.2% ( ="-¢ o a x m PROJECTING 6 FROM WALL) � r m ¢r�O1 S ` PROPOSED OUT SHOWER 16 5.F„ 0.1% 51TE LAYOUT NOTE-5: z a z Q o "• -�' I. THIS 15 AN ARCHITECT'S 51TE PLAN d 15 w w w k TOTAL AREA OF ALL STRUCTURES 1610 5.F, 8.6% SUBJECT TO VERIFICATION BY A LICENSED o w 3'z z RECEIVED +fin SURVEYOR. THE INFORMATION o o {rr�EIVEED "MAXIMUM LOT COVERAGE ALLOWED -:20% REPRESENTED ON THI5 51TE PLAN 15 TO THE L. 0 �� ARCHITECT'S BEST OF KNOWLEDGE. Q z aQ '�rt oz 2 o a a g IP g� RC'CG1YG® 2.SURVEY INFORMATION WAS OBTAINED FROM ar w� w z o w x ISE 2 0 2023 A SURVEY DATED JANUARY 10,2022, a x r � UPDATED MARCH 18,2022, f PREPARED BY: a E w vo a o'a .. xw.mo rooao .0 2 23 J05HUA R. BOX 5931CKS P.L.5. 2"G BOARDOf VOW,, p CENTER MORICHES,NY 11934 ZONING BOARD OF TELEPHONE: (631) 405 8108 CD _O � `�' 01"00°"W 2✓0.00' UTILITY � _ POLE - _ + 5' SIDE YARD 5ETBAG9 ( GGE��O �* 1 � m - - —� _ _ - LII 4�Lu + k Lu 0 ---- O GONG. COVERS O Q c) } �u PROPOSED 0 022:5 ( > " PORCH Q 50REEN TEST Ia HOLE __-------- w - It c,L05 p Y PROPOSED ADDITION a C:' EL.-13.1' I STORY ENTR�, FRAME HOUSE 1�-•� � 1 LL1 _ GONG. ' y STOOP O _ O 1 N N O �� P''�RKINo N O: _ 3a 1 m Tl'p I Q : z w 1 �y - W1 CA EXIST. rr I 71 W a 111 GRAVEL 1 w co ��. RIVEVWr V � _ I N70°31'00"E 0 20.00' -� LLQ r1 PROP. 6 TALL ARBORVITAE ORwp SIMILAR EVERGREEN, PLANTED b 11TJ LLTY_ _� � ._ _ �_ �_ _ _ .... _� _ 51 X FEET APART 4 SETBACK __ RECEIVED POLE I 44 FROM RILE)' AVENUE __........ _...___ �_w SEP 21 2023 � B1 Dept COPY from TBA Fitlil irl' 3a N/ ZONING BOARD OFA'PPEALS Cs :, f '��' w � m Her- PROPOSED 51TE- PLAN ar.ni P. = �n_n" a a .. ....... ..... ............. A —FT. —I F-1 1--1—> < Q Abandonmenl of the existing sanitary systern inusf be In P conformrrGe wiffh the Depaitment's a requirements, A�t� -I-, 1� I Acs 1.11 1- nR completed jonn VANM 080 as proof m ALL .. ............. ............- `S`IAE-05.CRY SLAW C-5 aq--7 1" IF- A'T E A-1- BAe 5 T--I • /A A Oso-tv IF,.1-t-5 SLI2 BE, cr ID -F-vm CC z� P-7 C y ',A Z-11 1,I`—V -A C) c) C t� E07 E 5 7E FI-AN I IS r �5 AN A, m C ,RjFjCA-ICN BY A LICENEEO NICRI-CN E`5�' A, NI, 1-1.411.1. --vvv, KVC"GR PE T ON THIS ell FL11 IS TO'HE < -E 1— di'ffi C7�EEST OF NNE�e 57 --I�Il -o Y 111R-ATIN KAS IRC •.•••-- S-"E • -11 -r--1.SAS B-ILY 1 11 VE I AA ,I AA-C T-11 A e,,R 1EY P�lc-A',,-C -FTDC YA-1 IS a= `REIAREc 5 W YI-0- L I .I INIHHV" 1. ------4 FO,5 5-3 Z *A. §uffeLkSoun Ov CENTER MORICHES,NY It`5� 5IIFLY LINE Ic 70OF L F, me mr1-AII I-t �o-f.-,— I o =-nw'o'v 1- op-I z t'-'J 3 IFt Call 1631)852-5754,48 hours in 7E EPHONC:rb5l)405 51OL Ie— -PA-IY ........... �--,1— advance,to schedule inspection(s). 3 ',Q C) < W A C Ic AII IF,I IF Fc.bcA-C f .................. Ac F"t I"', I - P AODITION & tl 1-N-FIT A- mo 7A%MAP 1000-14--5-1 �4F` AB-INS FROF 0 R-4G N rw,-t-="R w, z 1-�.-Dills �ONIN5�IBTRICT 5TCCF elsI. �%1-1- ne rP..e or the',A 0-5 01Y --e Fl- L-07 —FwP Lott 111111 M — e-,1, OsE 2s0-124 At.-111.1 -1111 V4WII 1- ARE: LOT 9 _-�NIIIRY LINE \,EIST mw Md .11,'Ur 401-I�-11 oEECRI-IoN(FO-17FRINI (LI.ER—E—SRE; ELL dM nreamewo'n ii tlf CTRA6E C-r- 1- L la-750 CC EF, 11 1-1-EIISII-r—e--t AS,- 11 OT I's 7RB-5 Tel E�1571NO I STORY FRAME HOUSE 707 5F, 5-b% RE N5 -F 'A 1-1 --1- --1 0' IIA C % 1.F-I (-A)41 ccE55ORY I AF,, ................... cc 6RAvc1l, F-1-[e FROF ACCESSORY laDIIIIIN 91 11�cA't PROP SCREEN FOIL- 5:— O5^0 ma to F�CF05E�S7COFS lo E—I 99 PROP SLISC So 5F 02% 011, IONI Ill IRIC FROM-IL,' e IS'. ppp C Be ECI I FRCPc5E�.,,'T sl`C�R 16 S.F. all 7 SC�he 5TANPARZte [L JI 7 X,ae > _E57 VIIQ 0 1 707�L-AR-EA OF A�I_STRUCTURE IIIII0 5F, a 6% 'GLE AXIIII.LOT Co�E-&E ALI-CIEV-2cs, EL ............... I LG..D NAF OA7A Q .1 1A �,If�"%��— [ E.I-T 10 1.-tit K23 ue'15-4611 --I DASA- A J MA FIRE#,, F A,"111. 11 �Af`011: :IF ARLh RE C2, a It IL01 201C 1 C2C1 1AIN 11-1117 5A 11,52 A re etc a o:on rrom Lrr,_F I,_ SI T 516-21_C160 —7EG.ON/5 FENGI�C,TO BE Ir [.STALLED AS RECIJI-En BY THE T—OF S-�T-- II AFT I N, T INCT C7 -7EFe CR^ETLANDe ARE NOT SLEVATICKS REFERENCE�AV� 0 I-AlP N71 N SDO OF TIE PROPERTY 11 T NI- -I r ET 'IN 5 ANY 1515-E-LLS-�-'1111IN 150 1-1- rt, C FIRCIERTY LNEe ARE -.I, kwtrl �IlclO ON 51l F-11 SM DF515N-ENtte 6 FIR F05-5EFTIC SYST -1- ASTY C TO AVC10 THE RE�CVAL OF ANY EN157INS I-1 TREES THE'LACE�ENT OF SYSTEM 114" C,Elle�.AY BE AC-5TISC—CEC :Az"r.t LM LER TO CONTACT E%5T -S7GRY Fll�HCJ t er .o F-.4 v.PIFF ReoORE�MIN-Y eEl-C<5 ARE YAlh7AIKE cKNEC.CM�t ARCIT--11�� ICATI-N OR EASEMENT ..- t C I LIA ct T1.7 A' -�Ac"M- f�,i Ift—I. rR 1--E RE RIENTA71G�OFMFONENTe --telt RE, KN 5 All 01111e. I KELLEY tI-1��,#Ift 1 1�7 F: -I d� A.5 1 T- <NII F 1,EL=15-4 IV oP jervlCa H-11-T w, 13 SEPTIC IN��7,RIL'- 11 LOT 5 -F MA-Nbe 7 F�Ie AT YA77ITIO1 5 BAY AVENUE Pd? E X 0 1265 BAY AVENUE F-E Ily Z71 111=tr� Ll=. I-A 3.� I . rn !, MA ITUCK,NY 11952 Cr artel d 0 A �,0111'A-Ee AS 51 wA -C TITLE. ---- Be,cl, 0 f"ZL --E-e —1—TER T,:="1 1 Sc E-17 ST T Lc1<5 7 ¢x- r 0 t�M- cca-- NOTES 1�1 INICI I/A EP LF JF 17 C SITE INFORMATION 1A, TO 5 -o- 11c P S7 501 SITE PLAN wI YIN PONT ....... .................. .................. S-L)FF-OL< r�OL)N7- LIE-:A-7-� ::�EPAR7�EN7 A�F:RO'/ Q NO,: :;,-25-0722 EI i" % LF, j. ................ .......... ....... 11 5,1F jo P-101.00 A OFHEALTH SERVICES IN 7" 04/1-2/23 SUFFOLK COUNTY DEPARTMENT E 5 ----------- - PERMIT FOR APPROVAL OF CONSTRUCTIONFORA r S1 NGLEFAMILY RESIDENCE AND ----------------- - _i4/1,2/RNAIn 123 ------------ E.1 1�� AN ACCESSORY APARTMENT A N Eel M SI,lb-t PIL-R A, I IT.tq "ILli.In-'I C-11-t-1 f Ill, DATE 8/10/23 H r,,-N o,, R-23-0722 L I,-WWII 073 < APPROVED L A TOTAL MAximum BEDROOMS 6 _7401 SEE AT�ACHL:DSM:CIAI. (�.,()NDIHDN, 0 F NZI Go,,, PLArg AND/C SC 144 THREE YEARS FROM DATE OF APPROVAL SITE PLAN ..... EXPIRES LOCATION MAP ....... ......... .j - -1..........................1�- --............ SS�s ' vo SITE PLAN HATCH KEY: PROPOSED ACCESSORY rp STRUCTURE ADDITION PROPOSED SCREEN PORCH Q G $ Lu ® LuW J m Q +_' CV i C � b7 PROP. 6 TALL ARBORVITAE OR EXIST. 1-5TORY WD. FR. .,-,. r.a,; �.�. ,- -- _;" 4-xs rn^+... -.._.. __•. ,. , . w-. C = O SIMILAR EVERGREEN, PLANTED SLAB-ON-GRADE ACG. SIX FEET APART 8 SETBACK APT. W PROP. v� {-' z 1 44' FROM RILEY AVENUE `� N ADDITION $ BASEMENT kilt� a 'as O C (V z O 45.4' (2 BEDROOM) - 1� ,Z� .� ,' n 1-0 '„ A7.1 � EXIST. SLAB EL.-12.40 •� EL.=11.65' 143 ¢�,� ,, 14.2 � x cv SIcf°2cf'00"E 6.0' ;Z3 �� t �5. ,on a 0 Q +� '75.00 _ OO m EL. 1:2.10' 12 �, +� j 0 0 0 5' REAR YARD C O O Ll) SETBACK 1 bA �F g'.} , o� 2 �`� \.1� '� ° Q I PROP. 6 Q�x4 DEEP \ p� ,. '2 �'�� D.W. (INCLUDES OUT \D fy� % (AGGE550 ) SUBJECT PROPERTY PJB" �� SHOWER DRAINAGE); 3r Miti MIN. 5 FROM PROPERTY LINE I PROP. --- ----- - ----------------ZI / X15.4' 11.2 OUT SHOWER ��t �� ti, s? 7� ° . �1 PROP. GAS SUPPLY LINE L (DRAIN TO a. ' F" 4' 18 4 yy�' 44.2' - -5.0' r 2 ` r * s t 9 PROP. WATER PROP. 2 ------- - -------- -------------- ----- - 20.2' s �g �, :t �g w SUPPLY LINE 4'x8' O '� 'L� �0 ,°� U • - jSTOOP 0(� t0'�, I O j2. O � / / W W 111 t1'\ ..�•9 ,`� .yk•� ��•' ..4 >,�g t W f(1 z/ t M ~%i \ 2'`- `t 'cl . • � W ✓�N \O I gi p\ 4 N 0) 'ROP. ,./M\N' .'': rq� �o` _�✓ no I EXIST. OJ/ / D.W. I UTILITY \� ��_� - \ 1a a t `�cl PrP V F.� / 6.4' 11.0' A•',. $ Trak POLE J / PROP. 13.4' I r �5 �� v 1 ADDITION �6 PROF. LOCATION MA n` SITE LAYOUT NOTES: 1 � � to 1. THIS IS AN ARCHITECT'S SITE PLAN 8 IS 1 I I STOOP I W SUBJECT TO VERIFICATION BY A LICENSED rnD SCALE: NTS LL W SURVEYOR. THE INFORMATION Q REPRESENTED ON THIS SITE PLAN IS TO THE j O 2 ARCHITECT'S BEST OF KNOWLEDGE. 1 ( N D I - IO'x20 FA0E <E""-r : II 1 � o 6 Aim 2. SURVEY INFORMATION WAS OBTAINED FROM I � A SURVEY DATED JANUARY IC, 2022, I I PARKINS 70 rn UPDATED MARCH 18, 2022, $ PREPARED BY: i �T`r'P.) JOSHUA R. WICKS P.L.S. 1 PO BOX 595 EXIST. 1 . PROFOSED ADDITION SAND GONERS I ON OF OARAOE INTO ONE 0-001 '00 PROJECT LOCATION & SCOPE CENTER MORICHES, NY IKf54 1 TREES TO SITE PLAN & ZONING DATA TELEPHONE: (651) 405 6108 REMAIN BEDROOM �4GGE550RY AFARTMENT. I 2. FROFOSED I/fir OWT5 5ER\/1 C I NO THE GGE550RY Afi T. PRl MAR"' NOTE: I EXIST. ` � Q 1 OW�LLINO. �-002 .00 I. FLOOD MAP DATA: I GRAVEL 4 4 GENERAL NOTES MAP #: 36105G0461H I" DRIVEWAY a �' I ENERGY TABLE MAP DATE: 09/25/2009 I STRUCTURAL DESIGN CHARTS FLOOD ZONE: X _ _ F R O�E�T DATA : 2. SITE PROTECTION/SILT FENCING TO BE j - - - - - - - - - HOLDOWN, ANCHOR BOLT, INSTALLED AS REQUIRED BY TSE TOWN OF I' - SOUTHOLD. 1 Z 1 5 STRAPPING, & NAILING DETAILS 1 PROJECT / ZONIN5 DATA (ACCESSORY APT.) 5. SURFACE WATERS OR WETLANDS ARE NOT ILI I TEST �( FASTENING SCHEDULE LOCATED WITHIN 500' OF THE PROPERTY. \- < 1 I HOLE�C I TAX MAP *1 1000-145-5-1 lu 4. ELEVATIONS REFERENCE NAVD 1966 1 r 11 EL.=15.1' ,j®QQ�-,QQ FRAMING GRAPHICS fk ZONING DISTRICT R-40 NG > BEAM CONNECTION PATTERNS 1 0 1 LOT AREA 0.4 ACRES SUBDIVISION INFORMATION: I MAP OF 'PROPERTY OF 6EORSE H. WILLIAM T. 11 I EXIST. I FIREBLOCKING DETAILS AND D.T. RILEY' \ FIRE PIT J GofO -DWELLING 8 ACCESSORY NO. Z-26984 10/10/02 LOT 5 I I- ONE GAR GARAGE - 101 .®� PROPOSED DEMOLITION PLANS MAP NO. 166LLI FEMA FLOOD ZONE X FILED 27, 1926 AT MATTITUGK �; PROPOSED FOUNDATION PLAN 1 #SE 7746; MARCH 20, 2025 SOUTHOLD ZBA SPECIAL z EXCEPTION MARCH 07, 2022 - I 1 SOUTHOLD ZBA AREA VARIANCE #7749; MARCH 20, 2025 p I I - 102 .00 PROPOSED FIRST FLOOR PLAN 0 TEST HOLE DATA AMP ARCHITECTURE SUFFOLK COUNTY HD APPROVAL PENDING 6 BEDROOMS 10200 MAIN ROAD, UNIT 5A MATTITUGK, NY 11952 1 1 ACCESSORY APARTMENT 516-214-0160 j EXIST. GONG. 1 I STOOP I GROSS FLOOR AREA EXISTING PROPOSED ui EL.=14.05' -2O .O0 PROPOSED EXTERIOR ELEVATIONS o EL=13.1' 1 FIRST FLOOR AREA 529 S.F. 605 S.F. j 1 1 Fk�� EL.=15.69' � 14'5 � HABITABLE FLOOR AREA EXISTING PROPOSED PROJECT: OL BROWN LOAM Z I SUA S T 1, P i I A G - 2.0' - 7-1 1 r4. `- 5.9' 4.0' FIRST FLOOR AREA 294 S.F. 676 S.F. PALE BROWN vi EXIST. I-STORY -�O 1 ,00 BUILDING SECTIONS KELLEY SW FINE SAND WIT'-+ I I s% GRAVEL <1 WD. FR. HOUSE w/ I BEDROOM COUNT: O 2 DESIGN DETAILS ACCESSORY APT. 4.0'- - - �I Q 1 I � BASEMENT m---��\ 01 0 0 (5 BEDROOMS) \ I - - LOT COVERAGE w1 � I 1 F.F. EL.=15.94' � DESIGN DETAILS Q I I I SOUTHOLD TOWN GODS 280-1248 -�� SP PALE BROWN N 24 4' EL.=14.20'I-J 1265 BAY AVENUE FINE SAND w % LOT MATTITUCK NY 11952 1 EL.=15.79' I \ Q DESCRIPTION (FOOTPRINT) AREA COVERAGE PROPOSED STRUCTURAL PLANS Exlsr. I O \ TOTAL LOT AREA 16,750.00 s.F. DRAWING TITLE: ENCLOSED I O \ 11.2' ENTRY (NO I \ EXISTING I STORY FRAME HOUSE 707 S.F. 3.690 PROJECT LOCATION & SCOPE BASEMENT I \ BELOW) I O \ j N i EXISTING ACCESSORY BUILDING 529 S.F. 1.690 I 1 - I \ I x SITE PLAN & ZONING DATA L \yw PROP. ACCESSORY ADDITION 421 S.F. 2.290 �j- O2 ,00 PROPOSED STRUCTURAL PLANS PALE BROWN I I 1 SP i FINE SAND IN PROP. SCREEN PORCH 64 S.F. 0.390 i WATER O PROP. \ I/A \ PROPOSED STOOPS (>50 5.F.) 40 S.F. 0.290 PAGE: I�.o' / / oWTS i \\ PROP. B I LGO ENTRANCE 53 S.F. 0.290 - 01 ,00 PLUMBING RISER DIAGRAMS 1 1 I \ O 10 (PROJECTING >6' FROM WALL) G-001m00 COMMENTS: GROUNDWATER I �, GAS RISER DIAGRAM ENCOUNTERED 11.2' BELOW \ 0 PROPOSED OUT SHOWER 16 S.F. 0.1% GRADE \ PROPOSED \Al; SA TOTAL AREA OF ALL STRUCTURES 1610 S.F. 6.690 - LEACHING \ �,y' j ( $EXPANSION \ d DRAINAGE SYSTEM CALCULATIONS: EL.=14.10' POOLS \ EL 14'70' "MAXIMUM LOT COVERAGE ALLOWED - .20% DATE: 08/11/23 1 OF 12 ACCESSORY BUILDING ROOF COVERAGE = 905 S.F. I - - N19°2900 W 75.00' 905 S.F. x 2" RAINFALL EVENT = 150.5 CU. FT. STORAGE REO.V I a \ (1) 6'0 x 4' DEEP DRYWELL PROVIDES 69.52 GU. FT. STORAGE I \ ACCESSORY APARTMENT IN EXISTING DETACHED STRUCTURE (1) 6'0 x 2' DEEP DRYWELL PROVIDES 64.44 CU. FT. STORAGE O- _ - _ _ _ _ _ _ EXIST_OVERHEAD WIRES TOTAL = 173.76 GU. FT. STORASE PROVIDED j EXIST. SOUTHOLD 70V4N CODE 280-19 ($ SUBSEQUENTLY 280-15) I I UTILITY DRAINAGE SYSTEM INSTALLATION NOTES: ______________ ________ POLE QED AR • A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS j------- ----- --- _ C WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC I EXIST, WATER MAIN j b,1. p � COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE I ALLOWED EXIST. PROPOSED COMPLIES G 0 e• EDGE OF ALL FOUNDATION WALLS. • A MINIMUM OF 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 8 j Y I v MAXIMUM I-EIGHT IS' 14'-6" I6'-I" YES PROPERTY LINES. • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL. MINIMUM SIDE YARD 5.0' 5.0' 5.0' NO AUG 1 �.�' �` ` r= �► 17Y 'NIX L • SEE ALSO DRYWELL DETAIL II/A-401. G 1 0 5 io 20 50 40 so 8 223 SITE PLAN �PHICSC� �°•s' MINIMUM REAR YARD 5.0' 27.5' 16.0' YES �F'},�� or BUITIMTG Dr-M SCALE: 1" = 15'-0" MINIMUM FRONT YARD 55.0' 51.6' 44.2' YES MAX. SQUARE FOOTAGE 1,000 S.F. 529 S.F. 905 S.F. YES CARPENTRY --- 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 6-75) UNLESS /` Q pR Y\ I I O y� IIllS NOTES 4 5FEG I F I GAT I ONS OTHERWISE NOTED. WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY AB IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EX15TINO FOUNDATION AS IT TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2• ALL LUMBER IN CRAWL SPACES TO BE lb ABOVE SCRATCH GOAT. MAINTAIN OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION ST ALLGATIS. I AND S FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF a JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO ACENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"x6" IS GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT Lu APPLICABLE BUILDING DEPARTMENT. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANOER5 BY TECO' OR COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS J LLj CO 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM m ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED _ _ Q �►� 0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, 1. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL �C V) ROOFS, AND WALLS. PREFABRICATED WOOD i-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINSS, U.O.N. � � 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM O .-- 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADINS 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ AND AUTHORITIES HAVING JURISDICTION. U.O.N. RULES SPECIFIED IN 1.1 THROU6H I.6. UNTIL 151 TIER OF FRAMING 15 IN PLACE. � CD G.J. CEILING JOIST NAVD66 NORTH AMERICAN VERTICAL DATUM OF 1988 z; 0� 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY L Z o OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2 BEARING I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 0 (U w I COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED CL . V- U � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS GOVT. -� CONTINUOUS O.G. ON CENTER >_j � X � (V SHALL BE CLARIFIED WITH THE ARCHITEOVENOINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY 1 O Jc m a--+ C9 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE INSIGNIA OF THE GRADING A6ENGY WHICH COMPLIES WITH THE 4-J d--+ L0 b. NO DEVIATIONS OR CHANGES TO THE 5'fRUGTURAL SYSTEM SHALL BE MADE ON PACE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE 1`520-gg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION -7 c N O CO UNLESS APPROVED BY THE ARCHITECT/ENGINEER' ROOF AND IS OF COX &RADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS DAYS OF 4,000 P.S.I., U.C.N. FOR ADDITIONAL NAILiN6 OR DIFFERENT NAILING REQUIREMENTS WHEN 1.2. GLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE Q �' 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS APPLICABLE. THE PROVISIONS OF ANSI/ALTO A I g0.1 STRUCTURAL GLUED LAMINATED 1I. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 11. SUB FLOORING,GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EA. EACH PLYWD. PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. /� g. DO NOT SCALE DRAWINGS, WRITTEN DIN'ENSION5 TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED w 12. EXTERIOR 5HEATHIN5 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR STANDARD SPECIFICATION FOR E57ABL15HINO AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOfZ ALL INSPECTIONS, APPROVALS, APPROVED EQUAL. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) SQ. FT. EQUIP. EQUIPMENT RF-010 REQUIRED L_ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE &OVERNINC BUILDING CODE AND ANY ADDITIONAL 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT REGUIREMEN75 AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS 1.4. STRUCTURAL COMP051TE LUMBER: SINGLE MEMBERS OR A55EMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. EXCEED 6'-O" AND AT EVERY 6'-O". USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. l---- ----_,-- U _ ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER • 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PACE 5TRUGTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES n RESPONSIBLE FOR DESIGN INTENT ONLY. 6-004. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENC,INEER. NO FAR FLOOR AREA RATIO STL. STEEL (D 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F A.V. FRESH AIR VENT S.V. SMART VENT 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 17. PROVIDE ALL NAILING AND STRAPPING ADVRE55ED ON PACES 6-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. I6. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE I6. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWIN65, WHERE EVER APPLICABLE. 1 I5. THE CONTRACTOR SHALL CARRY WORK:MAN'S COMPENSATION AND GENERAL FLOOR SHALL NEVER EXCEED A 16" SPAN. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK `.J Ig. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES L_ 0) AND ORDINANCES. Ig. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL PER PAGE 6-003. MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR ASTM C,-7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. -GE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD < -r ^ I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 20. "P.T." SPECIFIES PRE55URE FRESERVATIVELY TREATED LUMBER IN SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. --- v J THE SUBCONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TVP. TYPICAL n, COMPLETION OF PROJECT. TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.7. HARDBOARD: HARDBOARD USED IN A 5TRUGTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 6" W 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, METAL BY REPEATED BRUSHING, DIPPING, OR 50AKIN6 UNTIL THE WOOD MEET THE PROVISIONS OF ANSI/AHA A135.4 BA51C HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ANSI/AHA AL35.6 HARDBOARD SIDING. Q AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN& FROM THE PERFORMANCE OF MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, 1.6 STRUCTURAL PANELS: CLASS WINDOWS AND DOORS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, I. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHERWISE 5PEGIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD I5 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO Am ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER H.D. HOLD DOWN w/ � WITH ITSELF INGLUDIN6 THE L055 OR USE RESUL.TIN6 THEREFROM). (B) 15 CAUSED IN 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES ARE PROVI7ED. - - - < WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMISSION OF THE A. WEYERHAEUSER TRUS JOIST 2.OE MICROLLAM LVL INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY B. GEORGIA PACIFIC 2.0E 6-P LAM LVL PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT IN57ALLED EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY PSL (PARALLEL STRAND LUMBER) DENOTES: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE WITHIN I6" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, I HNGR � HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRUS J015T 2.2E PARALLAM PSL EVALUATION REPORTS. UNLESS OTHERWISE NOTED. -------------------------- PARTY INDEMNIFIED HEREUNDER. ALL TO BE INSTALLED AS PER MANU, SPEC.'S HCR. HORIZONTAL 1.6.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH I6. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 22. 1-JO15T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S 5PECIFIGATIONS. --__ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AND THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY I �� I OyI�u I �� I O �� I �� OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERV15ED BY THE CONTRACTOR ANY ADDITIONAL REQUIREMENTSDS SET FORTH IN THE MANUFACTURER'S GOPRODUCT STANDARD 2 (1`52) PERFORMANCE VOLUNTARY PRODUCT 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, EVALUATION REPORT. I STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT b. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING &LA55 DOORS, WINDOWS, OR AUTHORIZATION OF THE ARCHITECVENGINEEER. BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER 1.6.3. PARTICLE BOARD: PARTICLE BOARD USED IN 57RUOTURAL ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. PROPOSED DESIGN CODE PRESGRIPTIIlE VALUETHIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY COMPONENT COMPLIES 141. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL \/ALUE CITATION (PER 2020 NY5E000) NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED IN EVALUATION REPORT. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PERTAINING ARE TO BE FIELD VERIFIED. DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.6.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 5. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK SHALL MEET THE PROVISIONS OF ANSI/AHA Alg4.1 CELLULOSIC SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. U-VALUE = 0.25 MAX. U-VALUE = 0.32 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 24• NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE FIBERBOARD OR ASTM 0206 STANDARD SPECIFICATION FOR FENESTRATION LI-VALUEMAX. AIR LEAKAGE = 0.30 CFM/SF YES ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDq. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH AIR LEAKAGE = 0.30 GFM/SF S OF THE STUD CELLULOSIC FIBER INSULATING BOARD. PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SHALL ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE OF THE HOLE 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS, UNLESS NOTED OTHERWISI=. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE R-4Q BATT INSULATION, OR R-4q SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. NOTCHES AND STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. GEILIN6 R-VALUE SPRAY FOAM INSULATION WHEN MIN. R-VALUE = 41 YES 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PER TABLE R402.1.2 - CLIMATE ZONE 4 (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E&RES5 INSUFFICIENT ATTIC SPACE 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, REPORTS. EXTERIOR (2"x6") WOOD MIN. R.-VALUE = 20 (CAVITY) YES NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE FRAME WALL R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL TEMPERED CLASS. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. GENERAL WIND PROTECTION CONNECTION NOTES: SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. FLOOR R-VALUE R-30 BATT INSULATION [MIN R-VALUE = 19ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'s). 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 16.2.1 SQUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ER TABLE R402.1.2 - CLIMATE ZONE 4 YES N CONSTRUCTION; SSTV 10-qq AND 2016 55G HIGH WIND EDITION WOOD FRAME HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM EIgg6 AND ASTM Elbbb AS MODIFIED BY 2020 NY5 BG Z CONSTRUCTION SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET COMPLIANCE STATEMENT: I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, THE REQUIREMENTS OF API APPROVED IMPACT-RESISTANT STANDARD OR 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 26. COLUMN BEARING AS FOLLOWS: 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WANSI/DASMA IIS.WITH ANSI/ TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGENT, THESE PLANS AND SPECIFICATIONS ARE IN M 2 WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, ASME B16.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 (RE]. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL A THIGKNE55 OF NOT LES THAN J" AND A SPAN OF NOT MORE THAN 8' SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SECURE w/(2) 1/2" (P ANCHOR BOLTS (4' LONG EXPANSION BOLTS ® SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN BE PERMITTED AS 6LA.ZI1`10 PROTECTION. PANELS SHALL BE PRECUT AND EXIST. WALLS 4 12 LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, it 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PER THE ANCHORAGE ME-HOD SELECTED IN ACCORDANCE WITH TABLE AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FW - IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, ON THE BUILDING. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4,� BENT PLATE 6" LONG MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS w/ b" RISE 4 w/ (2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PLUMBING 7AELE R501.7 CLIMATIC $ GEOGRAPHIC DESIGN ORITERIIA PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SET b DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON FACE 6-003. CODE EVALUATION REPORTS. 1. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DAV) SYSTEMS TO NY5 PLUMBING CODE AND NYS DEC, REGULATIONS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING ASPHALT ROOFING SHINGLES KELLEY RAFTERS EXCEPT WHERE COLLAR TIES: OF 1"xb" OR 2"x4" LUMBER IS I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GROUND SNOW LOAD 25 LB5 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SHINGLES OR APPROVED EaUAL. STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH RAFTERS. ACCESSORY APT. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO 4AVE GLEAN OUTS AT ALL CHANCES IN DIRECTION DEFLECTION 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS AND AT BASE OF VERTICAL WASTE PIPES. 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE GATESORY B AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MANUFACTURER'S GORE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER L/160 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. FOOT. W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS I6" WITHIN 4' OF EXTERIOR CORNERS. SEISMIC DESIGN GATESORY B 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN51/ASME B 16.6.1 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: 1265 BAY AVENUE 6. SILL PLATE TO FOUNDATION ANCHORASE;SILL PLATE SHALL BE ANCHORED CONSTRUCTION. WOOD5CREWS (INCH SERIES). INTERIOR WALLS 4 PARTITIONS H/160 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER - DISH WASHER.........................................2' WEATHERING SEVERE OF J" AND 3"x3"xi" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 4. ROOFING D 15 TO BE APPLIED IN STRICT AGGORANOE W 'S WITH MANUFACTURERMEGHANIGAL CONNECTIONS: - KITCHEN SINK........................................2" MATTITUCK NY 11952 LAVATORY..............................................2" FLOORS 4 PLASTERED CEILINGS L/360 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR SPECIFICATIONS. - SHOWER/TUB.........................................2" FROST LINE DEPTH 3 0" BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - TOILET.......................................................3" FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 112" OR CORNERS 5. NAILING OF ROOFING SHALL BE TO CODE. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - LAUNDRY ................................................2" ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' 0N CENTER. b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - FLOOR DRAIN.........................................3" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 GENERAL NOTES PERMITTED BY "SIMPSON" MANUFACTURER. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ICE BARRIER REQUIRED YES CODES AND REFERENCE STANDARD: THROUGH ROOF. ENERGY TABLE 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 2:12 PITCHES TO 4:12 PITCHES INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 7. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STATE ENERGY CONSERVATION CONSTRUCTION CODE. 6. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" PROTECTION. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME GYPSUM WALL BOARD I CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER WITH BACK FLOW PROTECTION. j PAGE: (AF4PA) AMERICAN WOOD COUNCIL (AWG). COMPOUND METHOD. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. qi STRUCTURAL DESIGN LOADS . THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 3. ALL PLUMBING WORK SHALL CONFORM 'r0 THE 2020 NEW YORK STATE b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ! _ PLUMBING CODE. OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR USE FLI\/E LOAD DEAD LOAD ■ DEEMED APPLICABLE. GOO2OO 4. ALL MECHANICAL WORK SHALL GONFOR:M TO THE 2020 NEW YORK STATE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY TO CONGEALMENT OF 1`LU'-fBIN6. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS ARCHITECT I I. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. I EXTERIOR BALCONIES 40 psf 15 psf (WHERE APPLICABLE) AT HEAT PRODUGINS EQUIPMENT TO EXTEND THREE FEET NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM NOR ANY POTENTIAL DAMAGE THEREOF. sf DATE: 08 DECKS 40 sf 15 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1 P P /11/23 2 OF 12 CONSTRUCTION CODE. CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 12. PER NYS PG 425.4, A z"x3" CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET CONNECTION. WHERE A 3" BEND IS UTILIZED, A 4"x3" FLANGE PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE INSULATION MEGHANIGAL,FUEL SAS: TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42') 10 psf 15 psf I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE FOIL TO BE PLACED TOWARD WARM SIDE. 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM NY5 MECHANICAL CODE AND FUEL 6A5 COPE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf �,��[}�� ALL OPENINC5. , O 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION ENERGY CONSERVATION GONSTZUGTION CODE. 2. ALL MECHANICALSYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY CO ,I M. p �e�` CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf �� LABELED, 4 INSTALLED IN ACCORDANCE l^I/MANUFACTURER'S SPEC.'S 4 GODS. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. p p 51TE WORK FOUNDATION WATERPROOFING. COMPLETION OF WORK. j � 0 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR ! SLEEPING ROOMS 30 psf 15 psf .;ii SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: < 5ri._ �I`e' 0 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, - g" R-30 FOR FLAT CEILINGS - GENERALLY, VERIFY OR PROVIDE HARD WIRED STAIRS 40 psf 15 psf t; �, 11 RECEIVE GLARIFIGATION FROM ARCHITEGT/ENGINEER PRIOR TO PROCEEDING. - 6.25" R-30C FOR VAULTED AND CATHEDRAL CEILINGS SMOKE DETECTORS w/ BATTERY BACK-UP IN: . _ r_ •:r T/ E. 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION N ".-vf"° = COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED GUARDRAILS AND HANDRAILS 200 psf 15 psf "A i �. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION A. EACH SLEEPING ROOM P P �33� . gyp' TO AN R-VALUE OF AT LEAST (NYS EGG R•403.3): STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - 5.25" R-21 FOR FLOORS SITE. STOCKPILE ALL EXCAVATED MATERIALS. B. OUTSIDE OF EACH SEPARATE SLEEPINGOF i�;v DUCTS 3"O 4 GREATER, LOCATED IN ATTIC: R-6 AREA IN THE IMMEDIATE VICINITY OF ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC DUCTS UNDER 3"O, LOCATED IN ATTIC: R-6 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE BEDROOMS (GENERALLY THE HALLWAY) p 15 psf FOR CATH. DUCTS 3"O 4 GREATER, OTHER PORTION OF BUILDING: R-6 ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL CF DWELLING (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETCH *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYF I GAL NAIL I NO/STRAFFI NO REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L I F T, SHEAR/ LATERAL Y `4 I N D RE J S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, Q **ALL STRAPPING TO BE V4"x 20 GAUGE -- "SIMPSON" EQUIVALENT - 6520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) 0 ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE W ffUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) J co FASTENER SPEC. FASTENER HOEDOWN A HOEDOWN B CONNECTION I L I N�� ORD DESCRIPTION AND QUANTITY SPACING E `v FOR NEW 4 EXIST. FOUNDATIONS ROOF GE I L I NG FRAMING _ AT RAFTER TO RIDGE ,%v � -� O I.DIM's ARE ALL MIN.K's BASED ON USE OF ONLY A I6d (.0 „ "'"'° CONNECTION: COMMON NAIL w/o PREBORED HOLES. L ENDWALL ENDWALL -- RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER z O (5) 2x FULL (5) 2x FULL CORNER STUD -^" �^ 2 2.WOOD 15 ASSUMED TO BE DF,#2 4 BTR. IN DRY USE O C_ fV I HEIGHT STUD-,,"",,, HEIGHT STUD CONNECTED To " FOR STRAP - 3 B d* COMMON R.R. 2.. SERVICE 0L •(6 L0 Cr CORNER STUD TRANSFER SHEAR Y" NAILS 0 EA. END OF STRAP. GEILIN6 J015T TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST T U r- ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL I` x :3 (U TRANSFER SHEAR �ry • • • (EVIDENT DURIN6 INITIAL INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE G-003 EACH LAP O O O 4--+ 51MP5ON" HDab FOR ROOF SLOPES UNDER 5:12 WITH HOLES,SET NEW MEMBER. CO ° HOLDOWN ANCHOR ® 2-Ibd COMMON -C O 4-' -- 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • • LOCATIONS NOTED NAILS O.C. IF O.G. 4 • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) cl-Ibd COMMON EACH LAP O O O CD ul NAILS® 6" O.G. 4 ON PLANS lo' . IF BLOCKED `.,., _ USE 4 8 d COMMON NAILS ® EA. 10" O.G. IF BLOCKED CORNER POST ` •^^ END OF STRAP. 4"' • • 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(TO Q r- L L O CORNER P05T `' -, G J G. IES TIGHTLY BOND THE END OF THE NAIL TO A 110° ANGLE,SEE GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE "SIMPSON" HDaB "° THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR ® SPACING OF I6" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-6d COMMON EACH END SECTION 12.4 -PLACEMENT OF NAILS 4 SPIKES d TABLE LOCATIONS NOTED a OF 24„ O.G., INCREASE NAILING BY A GR 4-I. ON PLANS a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END v d oa CONNECTION BI 4 B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOEDOWN INSTALLATION OPTIONS: • CONNECTION: a �•".^•^•• FOR P8 82 NEW . GONG. FOUND.'s .'" ° ° ° FOR STRAP - 3 d* COMMON NAILS a EA. ......."^ TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT HOLDOWN CAST IN PLACE W7/5"41) THREADED ROD "' • END OF STRAP. U ■ -'' s�05 WHEN IN TOWN OF ISLIP OR NAILING ' TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s "••-�,` • • �� • • ^ 1 7/6"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12” INTO GEOMETRY EXCEEDS THAT PERMITTED IN ( f CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY --- B) MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EQUAL) RAFTER TIE 4-11 1 1 (HIGH STREN6TH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. / NEW O.M.U. (GONG. BLOCK) USE SAME / ■ TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN CONNECTION ..'•"'••-•••.•••..._. • FOR G.J. TO R.R. - bd COMMON NAILS w/7/6"(P THREADED ROD REQUIREMENTS FOR ""' .. ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, U RAISED MEN (WHEN �' 2-16d COMMON 12 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (PAGE-NAIL) L_ HOEDOWN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING Q FOR NEW 4 EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION Cl 4 G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-6d COMMON PER JOIST (�1 FOUNDATION ® ONE STORY ONLY • W (5) 2x FULL • ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON ; EACH END Q HEIGHT STUD CORNER STUD ONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDa6 (5) 2x FULL ...-•••"'^"� HOLDOWN ANCHOR ® � 2-I6d COMMON HEIGHT STUD -- • G2 f~~~"-""" ~~~~ I TO STUD CONNECTION: BLOKING TO SILL or 3-16d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® b" O.G. 4 "" "^ TOP PLATE (TOE-NAIL) ON PLANS '-10" IF BLOCKED G I FOR STRAP - 3 C Jd* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST -• �'`' ' NAILS ® EA. END OF STRAP I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR " o- r i, 2-16d G M N ° BELOW - 2 I6 d COMMON NAILS NAILS ® W. O. `•+:•.•••••" � BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST ° ° BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON I PER FOOT a a • ROOF SHEATHING a STRUCTURAL PANELS: INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD a "SIMP5ON" 5T D14RJ CONNECTION DI D2 e SOLID KING PERIMETER EDGE ZONE s bd COMMON b" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: a EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 6d COMMON 4110.0. FOR NEW P. GONG, FOUND. UP TO 9" RAKE OVERHANG .•••........ HOLDOWN CAST IN PLACE W 7/6"m THREADED ROD AT STUD TO FLOOR ASSEMBLY TO SILL /^''^ GE I L I NO SHEATHING FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s ^ • 7/6"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE( S) CONNECTION: D2 CONCRETE W "51MPS0N" SET (HIGH STRENGTH EPDXY FR MIN. ____.._...._..~r ,' „ GYPSUM WALLBOARD 5d COOLERS 7 EDGE / 10 FIELD ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER ° FOR STRAP - 3 8 d* COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR SPECIFIED ON D I """" I ° END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE `.. • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - EE w/7/6"(P THREADED ROD ti 2 16 d COMMON NAILS i i STRUCTURAL PANELS 6d COMMON 6" EDGE / 12" FIELD t��`" • ° a ° ALTERNATE CONFIGURATION - ABOVE STUD TO _.••_._•••_•••••__.........� ' P.STRAP w/(g) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD FLOOR CONNECTION W # LPT4 SIMPSON (OR /" �`' OF EAI STRAP TOS EQUAL) 0 PLATFORM TO SILL PLATES w NA I L I NO/STRAFF I NO @ W I NDOV4/DOOR HEADER STANDARD/ALTERNATE EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE 0 NOTATION: SIMPSON H2.5A) V A - NUMBER OF bd NAILS ® EA. END OF 57RAPPIN& (2018 WFGM, TABLE 8.7,P. Ibq);WHEN 5TRAPPIN6 FCONNE_7ION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE SIMP50N 0516 STRAPPING (OR EQUAL). " '" I"GREE LESS:ATER THAN I": 10 COMMONd COMMON b" EDGE / 12" FIELD ...........••••••••""'""•^• b" EDGE / 12" FIELD � B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.25B, P. 211) G - NUMBER OF FULL HE16HT KING STUDS® EA. SIDE OF HEADER (2016 WFGM,TABLE 5.250, P. 2q2; ........~•-...." ALTERNATE AS PER TABLE 5.25D, P. 2115) "° • 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. W A D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2018 WFGM, TABLE 5.7, P. Ibq) ° PLA7E(5) GONNEGTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER(2015 WFGM, TABLE 5.22F, P. 255) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS a EA. END OF 5-PLY HEADER(2015 WFGM, TABLE 5.22F, P. 288) l a ° °a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) ® EA. SIDE .// a a, a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.6,P. 111) -•-. ° ° ` a° a FOR STRAP - 3 8 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-160 NAIL PER FOOT. 5 - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH "' END OF STRAP (WRAP STRAP UNDER SILL PL.) FASTENING SCHEDULE E3 ° ° ° g° USED.SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE KELLEY F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ` �w a ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - ACCESSORY APT. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) 2 I6 d COMMON NAILS A NOTATION SIGNAGE FOR TRUSS TYPE, PRE—ENGINEERED E E WOOD, AND/OR TIMBER CONSTRUCTION ROUGH A B G D (2-PLY (3-PLY F OPNG HDW HDR) THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1265 BAY AVENUE 2'-0" 3 1 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE MATTITUCK, NY 11952 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 5 1 2 2 1 1 2SQL G NO O TOi� i�LAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - 6'-O" BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 7 1 3 3 2 1 3 FOR RAKES 12" OR (B) - REOUIRE5 SILL PLATES OF 2"x6" (MIN.) OWN TOP PLATE BLOCKING 2 LESS PROVIDE , ANCHOR BOLT, 6'-0" cl 2 3 4 2 2 4 }-- SPLICE --{ TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKIN&0 12"O.G. GON5TRUGTION TYPE DESIGNATION SHALL FOR WIND - EXPOSURES B4G FOR WIND - EXPOSURES 58G - LENGTH I 4'-o" O.G. TO AGHEIVE RAKE O.H. BE "I" "II" "111", "IV", OR "v" TO INDICATE STRAPPING, & NAILING DETAILS - lo'—O" II 2 4 5 3 2 5 — ALL OTHER GASES ONE 57ORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" 13 2 5 6 3 2 6 BUILDING MINIMUM SPLIGE'A," BUILDING MINIMUM 5PLIGE 1�2;" THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, TTIG PRE-ENGINEERED WOOD, OR TIMBER G-003m00 A N C H O R BOLT S F E G F I G A T I O N S A GONSTRUCTI ON AS FOLLOWS: 20-011 4'-0"/5'-0"/5'-0" 20 0" 5'-O' "F" = FLOOR FRAMING, INGLUDIN6 BLOCKING 2 BAYS GIRDERS $ BEAMS 6"-I2° SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.25, P. 157-160) „ „ BACK® 4'-0" o.G. - "R" = ROOF FRAMING CORNER gq�� — 24-0 4'-0"/5--0" 24-O 6'-0' - CONDITION FOR ALL STRUCTURES: "FR" = FLOOR 4 ROOF FRAMING DATE: 08/11/23 3 OF 12 slb"O ANCHOR BOLTS 0 3111, O.G. 26'-O" 5'-O"/6'-3" 25'-0" T-O" • 52'-0" 6'-O"/7'-6" 52'-0" 8'-O" SECOND FLOOR n 36'-0" 7'-O"/6'-Q" 36'-0" a,-p.. F �►` NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE � `- RCS CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE LEN&THS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-0" 6'-011/10'-0" 40'-O" II'-O" Pa • I. MIN. 7„ EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS w/ 3” SQUARE WA5HERS AND END NUT SETUP; BACK ® 4'-O" O.G. dl/ •, �.�1 END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" IO'-O"/2'-6" SO'-O" I3'-O" �` i EC �� :• y.' .'`x CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL IN EXPOSURE B TYP. STRAP w/(5) S �- ri �°M..• O TOP TWO COURSES SOLID bd NAILS EA. END TROKE < 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-O"/15'-O" 60'-0" 16'-O" OF EA. STRAP �p HEI6HTS FOR OTHER WALL HEISHT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/6; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEICHT5 MULTIPLY THE ABOVE 70'-0" 14'-O" '701-0" IQ'-O" FIRST FLOOR - PLAN DIAGRAM OF ZONES Q��NOTED MIN.SPLICE LEN6TH BY THE FOLLOWIN6 FACTOR qT °wa 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): - 60'-0" 16'-0" bo'-o" 22'-0" ' ' O F ��v FROM ENDS AND CORNERS (TWO a CORNERS) q'WALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) lo'WALL - 1.25 BLOCKING 2 BAYS II'WALL - 1.575 THIS COLUMN w/MULTIPLIER BACK 0 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12' WALL - 1.5 FOR 10'-0"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL MISCELLANEOUS FRAM I NO GRAPH I GS CONTINUOUS BUILT-UP O I RDER5, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A RE5LOGK I NO FOR FLATFORM WOOD FRAM I I O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [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 RESIDENTIAL CODE) BE�4 OF Ab WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER 0 0 BLOCKING UNDER LOAD BEARINO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52' LOCATED BETI,LEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BI=ARI NC WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.G. � P" LuTHE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST co _j STUDUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. [� STUDS B (5)Rows loa NAILS a 12°O.C.oCP THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q t CEJ SUBFLOOR (2)ROWS 1/2" m BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE "� � SUBFLOOR C TWO-PIECE SOLE PLATE \ DBL.a ENDS PLATE SERVE A5 FIRESTOPPIN6. BUILT UP GIRDER P MAX.52" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE Q SOLE PLATE D (2)ROWS I/2" Q BOLTS a ib'O.G.- TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE � SIDE WITH IOd NAILS, JOIST SERVES AS FIRESTOPPIN6. �Q TWO NEAR EACH END OF +J E (2)ROWS 1/2" BOLTS a 24"O.G. L Z '— BETWEEN I/b EACH PIECE, OTHERS STACCERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING O CV 0 (2)Rotas 5-5/6"TRUSSLOGK 5'--RENS a 12"O.G. d I/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. d — L Y F 50REWED ON(1)SIDE OF MEMBER >_1 ,(6 � C) LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6 (2)ROWS 5-5/8"TRU55LOCK SCREWS a Ib"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O X (V SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 57AGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O O .�- 1 (2)ROWS 5-5/8"TRU55LOGK SCREWS a 24"O.G. 1 JOISTS SERVE AS FIRESTOPPIN6. m W H p BETWEEN NAILS IN A HORIZONTAL LINE. 0 -+ JOIST SCREWED ON(1)SIDE OF MEMBER 4-J .1-J THREE-PIECE -i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND c CV Q CCf MAXIMUM OFFSET J (2)ROWS 5"TRU55LOGK SCREWS a 12"O.G, BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d N JOIST DEPTH, d SGREVlED ON BOTH SIDE OF MEMBER p 2 INCHES OF WOOD $LOCKING PLACED BETWEEN JOISTS Q a 2 O MATCHED SIZE OF BLOCKINGNAILS ON EA. 51DE W/ TWO NEAR EA. END OF EA. SERVE AS FIRES7OPPIN6. UNDER NON-LOAD BEARING FIRESTOPPIN5 AND K (2)ROWS 5"TRUSSLOCKCR SEWS a Ib"O.C. SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE 4 3 PARTITIONS a 52" O.G. BLOCKING STUD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. (2)ROWS 5"TRUSSLOGK SCREWS a 24"O.G. BETWEEN 1/b DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER d I/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL GE I L I NG BRAG I NG FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS S BE ADDED STR NEER TOESERVE AS STUDS RESTOPPIN6.N ADJACENT TO n , CANTI LEVERED FLOOR 1.NOTE- t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED 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 d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH /STUD 2.WHEN SCREWING OR NAILIN6 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 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE &ABLE END P GIRDERS ARE TO $E SECURELY ANCHORED TO I FIRESTOPPIN5 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF 5U$FLOOR / 2"x E CONTINUOUS MASONRY PIERS, NAILED TO WOOD PO5T5 OR LATERAL BRACE a b'O.G. T�55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE U J1115T 2) 10d NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 1 `�A I L I I `�O FATTERI `lS FOR S I DE LOADE1� SEAMS �I0 . FLUSH I USH 5F_AMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � In IO)Sd l�/ 1� l� 1�J !� .J 1-J .✓ -LOCATIONS REQUIRUN6 FIRESTOPPING- A5 FIRE5TOPPIN6. NAILS • FIRE- FIRE- WOOD PIRESTOPPIN6 PIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOS k FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING 5TOFPIN6 MULTIPLE-PIECE MEMBERS rm N JOIST • 5d COOLER NAILS a 10" or, NAILED'--� BOLTED' I `I iI, I,,I; I � R GK I �� VERTICAL 2"x4" BLO NAILED TO EA.BRACE 2 Rows Ibd 6 Rows Iba s Rows 15" ws " 2 Rows 2 RO 14 15 BLOCKING PI roPP e]4 RES IN6 WHEN BOLTS V w 4 IOd NAILS COMMON COMMON BOLTS BOLTS ( J e 12"O.G. a 12'O.G. O.G.5rA6GERED° a 12"O.G, a b'O.G. COVERING IS APPLIED � 2 O o.STRAP TO UNDERSIDE OF __X STUD 9 TWO ROWS 12'O.G. THREE ROWS I2 O.G. .lolsrs I I I 6YPSUM BOARD III Q (n LOGATION I LOCATION 2 LOGATION 3 LOCATION 4 DOUBLE PLATE " 5d COOLER NAILS a 10" O.G. (l0) 8d NAILS BEAM SELECTION w/ STD. NAILING JOIST SHALL BE LOCATED DIRECTLY NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 $ 8 ° ° ° ° ° °° s LOCATION NONCOMBUSTIBLE DENOTES ALT. FOR USE OF DRYWALL 5GREW5 FIRESTOPPING OF 6TION Q OVER STUDS, UNLESS TOP PLATE 15 4" a EDGE/12"a FIELD FULLY BLOCKED 1.TOP AND BOTTOM ROWS SHOULD BE 2'FROM E06E5 SOLE WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#b - t!'4" TYPE W OR 5 FIR-STOPPINC, LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO 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 C O OO O O O O O O OI'',iQ 2'SPACE NOT � \\ INTERIOR STUD DETAIL OVERLAID ROOF B.STAGGER EACH ROW OF FASTENERS BY 12". ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. hill a I'V ,Ill TO BE FILLED \ © NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 I'" APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. \\ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR W O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 STD.NAILIN6 FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ \ STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS 02"O.GJ FOR DEPTHS 12"OR LESSFIREsroPPIN6 \ \ 4 8d NAILS LOCATION q LOGATiON 8 LOCATION IO \\ ® EA. END a R.R. D.B ROWS OF Ibd COMMON NAILS(I2"O.G)FOR DEPTHS OF I4",Ib"! IB". (IFULL WIDTH 2.' BLOCKIN& - z O w GONSTRUGTI ON DETA I LS Jill ND LOAD fi=ATH CONNECT ON DET LS N TOP PLATE DRILL 2"(P INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTIL. NOT TO SCALE EXIST.OR NEW NEW R.R.SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4 lod ,CONTINUOUS LOWER TOE NAILS NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R.AS SHOWN NO ST DS PLAN VIEW NOTE: OO,R.R.MINLINE SIMILAR WOOD JOTS WOOD JO I CRIPPLE STUD � BLOCK I NO JOIST HANGER HEADER GENERAL REQUIREMENTS FOR GENERAL RECU I REMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER —� WOOD OI RDER JACK STUDS WOOD JOIST fl MAIN MEMBER P Lu JOIST FRAM I NO OVER WOOD OI RDER JO 1ST FRAMING FLUSH W 1 TH G I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 30° w/ THE MAIN MEMBER d STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, KELLEY I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'!s AT A 110° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ACCESSORY APT. MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLAT 1265 BAY AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR DOUBLE JOIST DOUBLE JO 1ST TOP PLATE MATTITUCK, NY 11952 GHIM. CHASE SECURINO @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (s® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION N1 STUDS TO ATTIC FLOOR d BLK'& TO RA_ SIDES w/STRAPPINS TO R/L SIDES) 0PAGE: N WIND RES I STANT CONSTRUCT I ON �ONNEGTORS -N� TOP PLATE ® 0 Q -HIM. CHASE WALL 13�Q V G-004m00 CONNECTION LOCATION: PART NUMBER: NOTES: R I DOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS �z Q ® RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER a?Q DATE: 08/11/23 4 OF 12 O w z ROOF -1 () 0- RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REO'D BLOCKING q N PLATE-TO-WALL STUD G520 @ 18" TO AL16N w/S7RAPPINO w�w APPLY TO EACH WALL STUD o EA. LEVEL ABOVE ® z Q § II THE: FIRST FL. K 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56 APPLY TO EACH WALL STUD e W � D A,1C,c, FI-OOR/GL6. ® O HEADER-TO-JACK STUD 6520 @ 12'I APPLY TO EACH JACK STUD -� CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD X C SHEAR WALL HOLDDOWN ANCHOR 557516 APPLY TO EACH 51DEWALL END WRAP UNDER DOUBLE SILLPLATE 157. FLOOR-UNDER-SILL PLATE C520 w SIDE VIEW (USE W17H 3 SQUARE WASHERS PLAN \IEW FOF , USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 4F FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. O E N E R A L S",,r M 5 O L <E%�r : ** SEE DOOR SCHEDULE FOR ALL CGLAS5 DOORS FROM SAME MANUFACTURER FOUNDATION PLAN NOTES FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY BY WINDOW MANUFACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART WOOD FRAME (L.6. STL. FREEZE PROOF HOSE: BIB: < I FASTENED w/ MASONRY ANCHORS (PRECISE EGRESS Q EXISTING TO REMAIN WHEN APPLICABLE) O LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 0 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT W NEW FOUNDATION WALL TA6 TYPE MODEL # OPENING PROV. PROV. NEW WOOD FRAME (L..G. STAIR 8 RAILING NOTE: TEMP. W WIDTH REQ'D: 20 PER UNIT PER UNIT cu STL. WHEN APPLICABLE) O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" R1 4 MIN. 10" HEIGHT REQ'D:24" 'J Tr - R15ERS SHALL BE CLOSED WIDTH - HEIGHT WIDTH HEI-HTOPEN REQ'D: 5.7 S.F. (') 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL Q �_ N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL NOT EXCEED THE SMALLEST BY MORE THAN J". c © POST FOR 4" WALLS " 0 WOOD FRAME (L.G. -:TL. 3. HEADROOM IN STAIRWAYS SHALL 8E AT LEAST 6-8". A (2) CASEMENT GW24 4'-9 4'-0 4-8 4-O 6.8 S.F. 14.4 13.5 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: O POST FOR 6" WALLS), U.O.N. 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. [-z 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. >-: C9 NEW 2-HR FIRE RATED � B (I) CASEMENT GXI3 2-8 3-O 2-7 � -I I � n/A � 5.q 5.5 � .- WOOD FRAME (L.G. STL. 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. _ _____________-__-_ __- z 0 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN O O CV ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR " " 5'-I" 2'-II n/A 10.5 - a �co Lr) .� WHEN APPLICABLE) G (I) CASE. / PIG. GN33 5-I 3-O OR MORE RISERS, AND WHERE SHOWN ON PLANS. -- ---- r- (.0 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED D (I) CASEMENT G125 2'-O 2'-4 �" 2'-O �" 2'-4 n/A 5.2IF 3.0 C X O N WALKING SURFACES LOCATED MORE THAN 30" ABOVE O 0 O a--+ 4-1 FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. - 0 m �:� DEMOLITION NOTE: 7. 42" HIGH GUARDRAIL $ SPINDLE SPACING NOT TO E (I) CASEMENT GWI4 2'-4 4-O 2'-4 4'-O" 6.8 F 7.2 6.8 �r CU Ln PROVIDE 5HORIN6 AND SUPPORT TO ALL AFFECTED ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH ____ C O O .. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT HANDRAIL 8 SPINDLE SPACING NOT TO ALLOW F (I) CASEMENT GX14 2'-8" 4'-O �" 2'-7 �" 4'-O" "1.•i 8.1 IF �.� Q 0 OF ANY DEMOLITION OR CONSTRUCTION. PASSAGE OF A 4" 4) SPHERE. _ _ 8. 6RIPPABLE RAIL AS PER CODE. q. RAILING TO BE WOODEN. SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 3. PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. 1 HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS v • 4 OPENINC75 TO BATHROOMS w/SHOWER OR TUB. ^ ` 5. INSTALL ALL AS PER MANU. SPEC.'S (WI 1 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE M NEW LAUNDRY ROOM: ■ O4 I. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s N1 SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO'S PER MANU. r 1 DRYER EXHAUST NOTE: `J I. DUCT SHALL TERMINATE TO EXTERIOR L 2.DUCT SHALL TERMINATE MIN. 4'-0" BELOW OR HORIZ. FROM, AND MIN. 1'-0" ABOVE ANY OPENINGS. 3.DUCT SIZE AS PER MANU. •r n 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER EXIST. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN n 1 SLAB ON CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO fit/ GRADE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Q SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2155A, z 6.EXHAUST DUCTS SHALL BE MIN O.OI6" THK RI61D METAL H/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET DIRECT VENT ROUTED FOR EACH 45° BEND AND 5 FEET FOR EACH q0° BEND. 5'x3' BETWEEN PROP. F.J. ON I I THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT GONG. SLEEPERS;MAINTAIN ALL PORTION OF EXIST. I I INCLUDE THE TRANSITION DUCT. PAD REO.'D CLEARANCES PER SLAB ON GRADE TO I I I I MANU. SPEC.'S BE DEMOLISHED AS I NEW MECH. AREA: REO.'D BY PROPOSED 1 O 1. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s O BASEMENT AREA. I 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL PROP. GONG. PIT FOR I�FOR71ON OF EXIST. UNITS AS PER NYS MG 306.1 INSTALL DRYER SEWAGE EJECTOR PUMP FOOTING AND STEM 3. MAINTAIN ALL APPLICABLE VENTING CLEARANCES VENT 4'-O" MIN. (ACCESSIBLE FROM FOUNDATION WALL REQUIRED PER NYS MG 804. FROM ELECTRIC __ _z---- ______JI TO BE DEMOLISHED METER, WINDOWS, Q EXIST. EXTERIOR) TYPICAL MECHANICAL AREA NOTES: AIC CONDENSER s SLAB ON -- REGULATOR GRADE ---------------------------- I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY -----------------------------------� "DUROGK" (OR EQUAL) �• a 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" DRYER TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) VENT 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 51=E0.'s AND AS PER NYS MECH. AND FUEL GAS CODE El 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NY5 MECH. AND FUEL OAS CODE 5. COMB. AIR VOLUME AS PER MANU. SPEC.'S - PROVIDE `i FRESH AIR INTAKE FROM EXTERIOR FROPOSED FOUNDA71 ON DEMOL 1 TI ON FLAN 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I EMERGENCY SHUT OFF SWITCHPROPOSED PROPOSED 7. FOR OAS SERVICE, PROVIDE OAS, SHUT OFF SWITCH r LAUNDRY MECHANICAL F.A.I. SCALE: I/4" = I'-O" 8. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER F AREA AREA CLEARANCES AS PER CODE q. PROVIDE 3" FLOOR DRAIN IF REG'D BY EQUIPMENT 4 - 6 _ CONNECT TO SANITARY SYSTEM AS PER NYS _ PLUMBING CODE 10.APPLIANCES JOINED THROUGH A COMMON NATURAL Z DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL 4"-WIDE LEDGE CREATED BY w SECTIONS OF 2020 NYS RG 62427. UNDERPINNED FOUNDATION OGOMBI-BOILER 7 0 NEW NAVIEN NCB-IgO/080H HIGH EFFICIENCY CONDENSING NATURAL 6A5 WALL-HUNG BOILER (OR APPROVED EQUAL). 1. DIRECT VENT THROUGH WALL. r 3''O" al 2. F.A.I. THROUGH WALL. - 3. INSTALL PER MANU. SPEG.'5 EGRESS WINDOW WELL: 2 m z� QO O PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY - PROPOSED Q "ROCKWELL;bb SERIES" bb"W.x72"H. OR EQUIVALENT. V z BASEMENT 3 0 INSTALL AS PER MAN. SPECS. < 375 S.F. _ _ EXIST. BATHROOM TO BE DEMOLISHED]�� 0 ui to -UNHEATED- * WUNFINISHED^ SM/GO 0 PROJECT: OL ® ' HIGH EFFICIENCY LAMPS: _ ~ F - i' NOT LESS THAN CIO% OF ALL NEW, PERMANENTLY ^_ 0 KELLEY 1 ��i L r J INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY O HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1 '© ❑ ° ACCESSORY APT. ---------- i -- _� II - - - - - - - - - - 1-_ I I BATHROOM I HOT WATER PIPING INSULATION: I MECHANICAL SYSTEM PIPING AND HOT WATER PIPING I I i SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 1265 BAY AVENUE IIS VIII � � � R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG 0. D L_-------� R403.4 4 R403.5: - - - - - - - MATTITUCK, NY 11952 ALL EXISTING CABINETS, I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING PLUMBING FIXTURES t FLUIDS >105'F OR <55°F (R403.4) APPLIANCES TO BE REMOVED 2. PIPING J" AND LARGER IN NOMINAL DIAMETERt>7 DRAWING TITLE: 3. PIPING SERVING MORE THAN (1) DWELLING UNIT i Q EXIST. WINDOW TO BE REMOVED1 1 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ' ��; 5. PIPING FROM WATER HEATER TO A DISTRIBUTION PROPOSED DEMOLITION PLANS 1, MANIFOLD b }--1I . PIPING LOCATED UNDER A FLOOR SLAB EXIST. }-1 7. BURIED PIPING PROPOSED FOUNDATION PLAN ACCESSORY 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS APARTMENT 1 OTHER THAN DEMAND RECIRCULATION SYSTEMS. -SLAB ON GRADE^• I I G I I I 32q S.F. � FROFOSE� FOUNI�ATI ON FLAN 0 10 PAGE: �� O S.E. HABITAE3LE SP5r -.ALE:O S.F. OROSS AREA SALE: 1/4" = 1'-0" 20 EXIST. DOOR TO BE REMOVED-/ A-10J. 00 I I I I PORTIONS OF EXIST. WALL TO BE REMOVED I I I 11 EXIST. WINDOW TO BE REMOVED DATE: 08/11/23 5 OF 12 L-------------- - -------- -_--_�---JI --r-- _ -_--_-_--_ z-7 Z--- �---- EXIST. DOOR TO BE REMOVED I I L----- -CONCRETE APRON•• -- -J 10,h EXIST. GONG. TO BE DEMOLI5HED� M A� �� l �tl f .a1 FROF05EI ) FIRST FLOOR DEMOL 1 TI ON PLAN F T OF i SCALE: 1/4" = 1'-0" O E I `t E A L S I I " 15 0 0 10 1�4��a1�-0�� .14 5 20 _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT; , WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 37'-10" o Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL II'-6" Ib'-4" " 10'-0 W NESTL. WHEN APPLICABLE.) �j 5'-0" b'-b" 2'-O" 12'-II" 5'-O" 5'-O" J W I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V � co WOOD FRAME (L.G. 5T1_. ® POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL EXI5TIN6 WALLp � POST FOR (5" WALLS), U.O.N. TO REMAIN NATURAL LIGHT ffi _ -O C09 NEW 2-HR FIRE RATED ` WOOD FRAME (L.G. 5Tl_. F OOR VENTILATION =ry O N z O WHEN APPLICABLE) II AG r 1 AREA 136 S.F. a ,� S.F. REQ. S.F. PROV. � .-- L) '--" FLOOR PLAN NOTES O o X N PROF. 105 LIGHT IO.a S.F. 14.4 S.F. A 0 O O .� (� REQ'D 0 J` O m Z 6 DOOR NOTE: WINDOW NOTE: NEW ATTIC ACCESS - PULL DOWN STAIR: PROPOSED a VENT 5.4 S.F. 13.5 S.F. O O N O ca � Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS Q DOORS SHALL BE ANDERSEN O I. MIN. 350 # CAPACITY 4' x 4' REQ'D - O ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. OUT SHOWER 4 Q 2.INSTALL NEW EXTERIOR DOORS WHEN, GALLED OUT INSTALL AS PER MANU. SPEC.'S. 22"x30") � EXISTING WALL =ry ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 3. DBL. FRAMING WHEN NEW OPENING D PROPOSED TO REMAIN 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DE516NATIONS S WINDOW SCHEDULE. 4.INSTALL AS PER MANU. SPEC.'S BEDROOM PROPOSED;SEE DESIGNATIONS 8 DOOR SCHEDULE. 3. FOR SUBSTITUTIONS, SEE NOTE #a IN "6LA5S WINDOWS 5. CONSULT H.O. FOR PRECISE LOCATION OF ACCESS p 136 S.F. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. O 24" SM/CO WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. O LIN. m 104 G 4 5. INSTALL AS PER MANU SPEC.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H NEW PLUMBING FIXTURES: to 36' CL. 6.PROVIDE (2) 2"xIO" HDR., U.O.N. b.IN GENERAL,TEMP. CL. SHALL BE PROVIDED: Og ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. =to 7. SEE PACE 6-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS b OPERABLE PANELS OF O - - - - SWINGING, SLIDING, d BIFOLD DOORS SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. _ 5 PROPOSED 3 I I ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. in �txn 6 u DW � N 6.2. WITHIN IS" OF F.F. NEW FLOOR: A BATHROOM 13E OSTAIR RAILING NOTE: 6.3. WITHIN 24" OF A DOOR 8 103I I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. 10" 6.4. WITHIN STAIRWAYS b WITHIN 36" OF A LANDING O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE a SCREW); SM/Gb C U Tr - RISERS SHALL BE CLOSED 6.5. WR WITHIN TUB/SHOWEENCLOSURES SCREW PERIMETER OF SHEATHING 6" O.G. B 12" O.G. ® 10 1 1 O I� O • 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL b.b. SEE ALSO GENERAL NOTES ON PAGE 0-002 INTERIOR. i _ SLOPING GEILIN6 SLOPING GEILIN6 9z 8 L NOT EXCEED THE SMALLEST BY MOIZE THAN ". 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 2.NEW FINISHED FLOOR PER H.O. SELECTION rn 4 I I 0-a PROPOSED r- 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM ih til V KITCHEN OO O B N 4. STAIRS SHALL HAVE THE FOLLOWINS CLEAR WIDTHS: (2) 2"xIO" HEADER U.O.N. NEW TILE FLOOR: 7=qE 12 I A.H. N _ _ _ _ _ _ _ _ _ _ _ _ O ,..I� W 4.1. BETWEEN CLEAR HEIGHT HANDRAILS: 36" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER IO I. NEW TILE FINISH (H.O. TO SELECT) UPON 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON - 1 I O O @ • 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -12" 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON 102 NEW 1 a z 4 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 6 SCREW); ACCESSORY PROPOSED I ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® _ OR MORE RISERS, AND WHERE SHOWN ON PLANS. p PROPOSED APARTMENT LIVING ROOM N v 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED INTERIOR. BEDROOM - ^4-16 S.F. ADDITION U EGRESS NOTE: s 1 - - J WALKING SURFACES LOCATED MORE THAN 30" ABOVE s a2 S.F. .p FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. IN COMPLIANCE WITH NEW YORK STATE BUILDING A/C CONDENSER: , _� 7. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF 11 I. PROVIDE NEW 2-TON A/C CONDENSERS BY "RHEEM" OR r _ Q 36" UPPERS ALLOW PASSAGE AI A 4" I SPHERE;36" HIGH EGRESS SHALL BE FOLLOWED: APPROVED EQUAL. a a Q REF. • HANDRAIL E SPINDLE SPACING NOT TO ALLOW 2.INSTALL AS PER MANUFACTURER SPECS. //1 PASSAGE OF A 4" (P SPHERE. NET CLEAR OPENINO........... 5.7 S.F. 3.INSTALL UPON LEVEL GROUND d PROVIDE GROUND TEMPERED PROP. d V J NET CLEAR HEIGHT............... 24' MINIMUM SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING 5. 6RIPPABLE RAIL AS PER CODE. NET CLEAR WIDTH................. 20" MINIMUM SUFFICIENT TO ACCOMMODATE 68055 WE16HT OF GLASS 102 GL. N a. RAILING TO BE WOODEN. SLOPING GEILIN6 SLOPING GEILIN6 m Q CONDENSER. PROPOSED SMOKE DETECTOR / GO DETECTOR NOTES: TYPICAL BATHROOM NOTE: 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY CAS O O NEW STOOP N� 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5 I. WALL BOARD APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS A 4 ANDERSEN I I SCREENED I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN WHENEVER POSSIBLE. QQ PORCH SMOKE /CARBON MONOXIDE GOMBI�IATION DETECTOR W`J HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ALL BATHROOMS _ -R, STRAI6HTLINE (334) -UNHEATED- 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND HYDRONIC AIR HANDLER: m Q WITH SIDELIGHTS NEW UP 2.INTERCONNECTION BETWEEN NEW t EXISTING DEVICES TUB SURROUNDS v v 1O7 106 (2 RI ± 7" 12 I. PROVIDE NEW 2-TON HYDRONIG AIR HANDLER BY �t p SHALL NOT BE REQUIRED WHERE EX1.3TING ALARMS O 101 2. SHOWER FLOORS "RHEEM" OR APPROVED EQUAL IN ATTIC. -a (I) Tr 12" w ARE NOT INTERCONNECTED, AS PER NYS R314.4. w 3.PROVIDE SMOKE/CO DETECTORS A5i INDICATED, AND 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.PROVIDE HOT WATER COIL AND CONNECT NEW BOILER PER GENERAL ELECTRICAL NOTES ON PAGE 0-002. 2.2• CONCRETE MUD-SET (SLOPE 1/8" PER FOOT TO NEW COIL. 4.SMOKE /GO DETECTORS TO MAINTA N 3 MIN. TOWARDS DRAIN) UPON 3. ROUTE COOLANT LINE AS REQ'D FROM A/G CONDENSER. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.3. WATER PROOF MEMBRANE TO COVER SHOWER Q FLOOR, WRAP DRAIN B ATLEAST W' UP WALLS 15 THERMOSTAT: W 6 OPENINGS TO BATHROOMS w/SHOWER OR TUB. I3 i to IL H.O. TO SELECT MODEL; INSTALL A5 PER MANUF. SPECS p 5. INSTALL ALL AS PER MANU. SPEG.'s O O 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW EXHAUST FAN SHALL BE INSTALLED WHERE SEE LOCATIONS AND ZONES ON PLAN D Q VENTILATION IS NOT MET BY MEANS OF NATURAL IN COMPLIANCE WITH LOCAL CODE O _ CIRCULATION THROUGH WINDOWS OR DOORS TO I I *cV OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION 403.3.2.3; INSTALL AS PER MANU. SPECSCL - K N` z HIGH EFFICIENCY LAMPS: HOT WATER PIPING INSULATION: g�_0 NOT LE55 THAN cIO% OF ALL NEW, PERMANENTLY MECHANICAL SYSTEM PIPING AND HOT WATER PIPING INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1 R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS Err- R405.4 GGR403.4 $ R403.5: 8'-7" 2'-O" IS'-4" I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS >105°F OR <55°F (R403.4) 2. PIPING S" AND LARGER IN NOMINAL DIAMETER FROFOS�l7 F I RST FLOOR PLAN 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD 6-76 S.F. HAE317A5LE SFAGE; 805 5.F. O 8055 AREA 6. PIPING LOCATED UNDER A FLOOR SLAB 7. BURIED PIPING 6. SUPPLY b RETURN PIPING IN RECIRCULATION SYSTEMS OTHER THAN DEMAND RECIRCULATION SYSTEMS. H ALL NEWINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'s. SEE PAGE "6-003" FOR NAILING 4 STRAPPING DETAILS. w W SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER �* FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER 0 v WINDOW CHART EGRESS - - - - - - - - - - - - - � ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT OPENING PROV. PROV. TAG TYPE MODEL # TEMP. GUTTER HIGH GUTTER HIGHHEI0Hui WIDTH REG' 20" PER UNIT PER UNIT 'DINT (TYP.) I POINT (TYP.) WIDTH HEIGHT WIDTH HEIGHT OPEN REQ: 5.7 (S.F.) (S.F.) o I OPEN REQ'D: 5.7 S.F. 1 A (2) CASEMENT GW24 4'-9" 4'-0 4'-8 4'-0" 6.8 S.F. 14.4 13.5 4"x3" ALUM. PROJECT: (TMPaPOHNSPOUT b'x3" ALUM. 1 _. - -- - - ---_ --- GUTTER (TYP.) 9� a:1 B (U CASEMENT J CX13 2'-8" 3'-O 2'-7 2'-11 n/A 5A 5.5KELLEY 1 4"x3" ALUM. G (I) 7� 1�CASE. / PIG. J ON55 5'-I 3'-0 5'-i" 2'-11 n/A 10.5 - 6"x3" ALUM. DOWNSPOUT ACCESSORY APT. 1 GUTTER (TYP.) CNP.) D (U CASEMENT 1J G125 2'-O 2'-4 2'-O �" 2'-4 J" n/A 3.2 3.0 - - - - - - - - - - - E (1) CASEMENT J CW14 2'-4 4'-0 2'-4 J" 4'-0" 6.8 F 7.211 b.8 F (1) CASEMENT OX14 2-8 �i 4-o 2-7 4-0 7.7 5.1 7.7 - - - - - - - - - - 1265 BAY AVENUE MATTITUCK, NY 11952 I DOOR SCHEDULE " DRAWING TITLE: DOOR MATERIAL PROPOSED FIRST FLOOR PLAN TAG DESCRIPTION MANUFACTURER Q 0 FIRE NOTES - _ WIDTH HEIGHT o w 0) RATING PROPOSED ROOF PLAN 3 I 1U 45 MIN. RATED SELF-011 N FIRST FLOOR ry . SINGLE SWING W'� �� - IMAIN ENTRY 101 SCREEN DOOR ANDERSEN 3'-O" b'-8" • • TEMPERED 102 SINGLE SWINIG 2-0" b'-8" • ENTRY CLOSET - - - - - - A-102m00 103 SINGLE SWING iL2'-O" 6'-8" • BATHROOM L - - - - - - - - - -104 a:12 a:12 SINGLE SWING 2'-6" b'-8" BEDROOM \6UTTER HIGH DATE: 08/11/23 6 OF 12 ry POINT(TYP.) if-- 105 DOUBLE SWING (2) I'-6" Ibb '-8" III BEDROOM GL. L -JI�I�J I � � 106 SINGLE SWING 2'-b" b'-8° • I��I, SCREEN PORCH 4"x3" ALUM. GUTTER (TYP.) ��,a DOWNSPOUT 107 SCREEN SINOLE ING � 2'-b" b'-B" { • I� PORCH ENTRY (TYP) L - - - - - - - - - - - - - - - -L - - - - - - - - - -- �" veOA&C 105 SINGLE SWING 2-6 6-8 • u BEDROOM C)4 GUTTER HIGH i .� OOINT (TYP.) 4"x3" ALUM. b"x3" ALUM. DOWNSPOUT GUTTER (TYP) (TYPa �,4 0 70 i �•• ,�\lea r 4F FROFOSE17 ROOF PLAN SCALE: 1/4" = P-O" ELEVATION NOTES OI HATCHED AREAS INDICATE NE'_W WORK (TYP.) Q 0 OTYPICAL ROOFING: Lu I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ui co CONSTRUCTION STANDARDS J 2. H.O. TO VERIFY FINAL COLOR f MATERIAL SELECTION Cy) BEFORE INSTALLATION Q '~ � C b� PROVIDE CONGEALED FLA5HIN5 AT ALL ROOFZ) ,- O INTERFACES. O .-- O _0 TYPICAL SIDING: i O 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM O O CV Z 0 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR ,AND MATERIAL SELECTION d CO , L BEFORE INSTALLATION C 2: x :3 CV RIDGE HEIGHT 2 0 00 4- m O DRAINAGE NOTE: ---- -------------------------------------- -_ -_=__— EXTEND DRAINAGE LEADERS TO PIPING LEADING TO ELEV. +28.1' ----- -—- — .� +-� DRYWELLS. _ - - _._ -- ---- ----- -- -- - - - - -- - - ...- - -- �_- -- - - --- - --- -- O O CL O REMOVE RESET EXIST. ELECTRIC METER / - —._-- - --- --- --.- _ _-_.- -- ---- --.__.. ---�— 6A REMOVE 4 RESET EXIST. ELEC. MAST AS PER ELECTRICAL GORE $ UTILITY CODE STANDARDS �_ �• _ — W (� PROPOSED GAS METER z METER NOTE: - O Q - - �A ALL MISC. UTILITY METERS TO COMPLY WITH APPENDIX 5, -3 THE REOUIREMENT5 OF THE UTILITY COMPANY HAVING EXISTINS WALLS TO REMAIN JURISDICTION, AND SHALL BE PROVIDED WITH ACCESS `� / \ ��-�L FLAT ROOF CONSTRUCTED B / \ PER THE UTI ITY COMPANY p , PER DETAIL 10/A-401 O nl FOR METER READING AS L � O W REOUIREMENT5. 4 \ / iiuLi 5GREEN PORCH \ / LLIL • 1 O8 NEW HOSE BIB -- FIRST FLOOR ELEV.+13.4' NEW A/C CONDENSER ON GONG. PAD OR OTHER Oq APPROVED GROUND SURFACE (SEE FLOOR EXIST. SLAB _ I V c PLAN NOTES) ELEV.+12.4' -------- i- % SCREEN PORCH �— -------- I 1 0 to NEW WOOD FRAME STAIR Q N ' AVERAGE GRADE b l0 � to l0 NEW MEGHANIGAL UNIT DIRECT VENT: ELEV. +12.0 W II INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEG.'5 IN FULL CONFORMANCE w/VENTING Q CLEARANCES REQUIRED PER NYS MG 804. ( l7E) SEE ALSO NOTE ® FLOOR PLANS. NEST ELEVAT 1 ON (R I O HT S 1 NEW MECHANICAL UN17 FRESH AIR INTAKE: SCALE: 1/4" = I'-O" 12 INSTALL AS PER MANU. SPEC.'S BASEMENT SLAB L — — — — — — — — — — — — — — — — ELEV. +4.q' NORTH ELEVAT 1 ON (FRONT) SCALE: 1/4" = 1'-0" z W 0 U LLI F- Q D I 2 PROJECT: KELLEY „- =--- - -------- -- --- - --- -- - ACCESSORY APT. i — _-- 1265 BAY AVENUE - - - �--- - - - -- -- - -_ � _ -__ _ _ _ __ C NY 11952 4u�� i11 LLL - - - - -- _ - - DRAWING TITLE: EXISTING WALL5 TO REMAIN PROPOSED EXTERIOR ELEVATIONS -- \ UL \ / Q. 5'-O" 4•'_O° MIN. O O I IIII I I I IIII PAGE: O flim A-201m00 / 12 12" 4 I OUT DRYER VENT SHOWER OUT SHOWERJ O -. SOUTH ELEVATION (REAR) MI" q DATE: 08/11/23 7 OF 12 p- SCALE: 1/4" = 1'-0" L \� L - I B.S. ST ELEVA710N (LEFT 5110 — — — — ��¢�a A&C SCALE: I/4" = I'-O" 5��( FT .A C) { O� BUILDING SECTION NOTE5 d. O NEW ROOFING NOTE (TYP): Q I. INSTALL NEW ASPHALT ROOF SHINGLES, OR STANDING IU SEAM ALUM. METAL;PROV. ICE/WATER COMP. UNDER LUMETAL (SEE ELEV. FOR LOCATIONS) 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO J CO 24" FROM INSIDE FACE OF 5--UD WALL AND AT VALLEYS Cy) OVER PER PAGE 6-005 Q 4-J N 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER NEW RIDGE 1 2 •- 4.1/2" GDX PLYWOOD SHEATHINc5 (BLOCK ALL SEAMS) RIDGE HEIGHT 12 1 2 _ L0 6.PROVIDE RIDGE VENT5. CAP SHIN5LE OVER 1(AS RE:C�2IPS D) (AS REO'D) ------------------------------- q� RIDGE PER PLAN---- -- - --- - - ELEV. +28.1' --------- _ -- - --- ---- O •- -f. FLASH ALL VALLEYS r RIDGE PER PLAN _ r' O S. z INSTALL DRIP EDGE AS REO'I� I I i T_ q. INSTALL ALL AS PER MANU. SPEC.'S RIDGE PER PLAN p� ��\ O O N Z 0 TYPICAL ROOF B CEILING GONSTRUGTION: Q�,F- ��A_ UNFI (SHED >1 •cam U 2O • NEW ROOFING AS NOTED F-' <q ATTIC G X O N • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWD O +� SEAMS) I 0 Lm +� • R.R., G.J., 6 G.T. AS NOTED 014 PLANS (® SPANS OVER I a--' 4"' Lo 8' INSTALL "X" BRIDGING ® C'•ENTER OF SPAN, U.O.N.) FIRST FLOOR O N 0 co • PROVIDE R-4q BATT INSULATION WHEREVER ALLOWED $_ LIVING ROOM � 5 ` 3 ' Am Q O �- PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE T, z THK. SPRAY FOAM INSULATION (R-4q ® R-VINCH) LAI Q X • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVE5 -I a �0 I PROVIDE HDR ABOVE F=-- 'TAT - --" O TYPICAL EXTERIOR WALL GONSTRUGTION (TYP): m 3 ALL WINDOWS d 5 n , FOR PORTIONS OF NEW EXTERIOR WALLS: "I 1.1 I © DOORS AS PER FIRST FLOOR • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON �p 4 I! STRUCTURAL PLANS _ 4 • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD DEN a SILL PLATE ! LIVING ROOM 0 SEAMS) UPON NEW STUD TO KITCHEN -- ( F • 2'Wo STUDS ® 16" O.G. w/ DBL. TOP PLATE FLOORASSEMBLY I ® WINDOWS PER • R-21 BATT INSULATION (OR FILL EXIST. CAVITIES w/ CONNECTION 'DI' AS -_ ___.,___ii cp DETAIL ON 6-005 cAj'L ----- FIRST FLOOR_ PER PAGE 6-003 - o m (DT®m®o • 5/8TM6YPSUM BDN WALiL NISH E EXIST. WALL STUDS EXPOSED) ELEV. +15.4' 01 BEDROOM i I 1 I U . - LE ONEW SIDING NOTE (TYP.): EXIST. SLAB _ n , I. INSTALL NEW SHINGLE SIDING (REF. TO ELEVATION) ELEV. +12.4' -------- f 1 PITCH S S. 1 PITCH �✓ 2. TYVEK HOUSE WRAP (OR EQUAL) 1 } � F.J. PER PLAN S ORADE�� GRADES- •�� 5.INSTALL ALL AS PER MANU. SPEC.'S �— -------- \ 4.PROVIDE ALL NECESSARY TRIM FOR PROPER EXIST. SLAB EXIST. SLAB EXIST. SLAB 5 4 y q INSTALLATION AVERAGE CGRAD�� 5 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ELEV. +12.0' REDUCE HOT. OF EXIST FOUNDATION WALL AS REO.'O CONNECTION 'DI' AS CONNECTION 'DI' A5 U OTYPICAL FLOOR CON57RUCI-ION: TO ACCOMMODATE PROP. F.J. PER PAGE 6-003 PER PAGE 5-005 I. FINISH FLOORING TO SELECT NEW STUD TO BASEMENT BASEMENT `� NEW STUD TO SE 2. 5/4" T$C7 GDX PLYWD. SU8FL00R GLUED d SCREWED i- FLOOR ASSEMBLY FLOOR ASSEMBLY 5. F.J. AS NOTED ON PLANS - AT SPANS OVER ,5' INSTALL r 'X' BRACE ® MID5PAN • — 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION). EXIST. INSULATION MAY REMAIN WHERE PRESENT. 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS GRAWLSPAGE_SLAB___ (IF AFFECTED BY PROPOSED WORK). ELEV. +4.Q' ______ E__'j E L 1 All GROUNDWATER ELEV. +I.q' ----- ----- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — < I SEC710N I -I/A-501 SEC710N 2-2/A-501 SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" 2'-O" LAP PROVIDE 5" (MIN.) GONG. COVER (Nf'•) OF ALL REBAR WITHIN P. GONG. FOUND. WALLS d P. GONG. FT6'S. PROVIDE 5" (MIN.) GONG. GO�/ER -------—-—=I-=-—�_---� OF ALL REBAR WITHIN P. GONG. I w FOUND. WALLS d P. GONG. FTS'5. PROVIDE STRAPPING 4 NAILING I iI 2 AS PER CONNECTION 'D' IN oNEW F.J. AS PPLANS UPON --------TYPICAL NAILING/STRAPPING U PROVIDE INSULATION REGZUIREMENTS FOR UPLIFT, NEW FLOOR SYSTEM NEW P.T. 2"x4" SLEEPERS UPON BETWEEN CAVITIES SHEAR, d LATERAL RESISTANCE" AS NOTED ON PLAN EXIST. GONG. SLAB PER ENERGY TABLE ON PACE 6-005 ® EA. STUD. (WHEN APPLICABLE) ----_—_-- ------ FLOOR _-_-FLOOR SYSTEM AS NEW (2) 2"xb" P.T. SILL PLATES I III I ui NOTED ON PLAN UPON SILL SEAL UPON COPPER #5 REBAR (TYP) TERMITE SHIELD < DL 1`7 77 #5 BENT o NEW 5/8"0 HOOKED ANCHOR I I I II REBAR (TYP) i �- PROJECT: I � BOLTS ® 3q" O.G. w/ 3" SQUARE cV I WASHER d ENDNUT KELLEY < EXIST�N6 FOUNDATION WALLI ACCESSORY APT. i I II e IIS I I I I I R HOOKED VERT. I 1265 BAY AVENUE REBAR ® 5.?" O.G. I1 EXISTING CONT. FOOTING "II e #5 HOR. CONT. REBAR 11 TOP OF NEW FOUND. °„ II WALL (2 TOTAL);MAY MATTITUCK NY 11952 1I CI OMIT BOTH IF NEW CORNER CONNECTION , �.. �I FOOTING ONLY 12" DEEP. n ti!,Ili I _ e 1lI1I y. iIIIt = DRAWING TITLE: -TT ASPHALTIC DAMP GRADE PROOFING TO EXTERIOR < BUILDING SECTION S#g REBAR (TYP) 2-0" LAP DESIGN DETAILS j - X ` I _ (NP') STRUCTURAL POST AS INDICATED IN STRUCTURAL P. GONG. FOUND. WALL II II' - — - FLOOR PLANS II _ 1r ° 11 'e NEW #4 HOOKED VERT. REBAR ------t- +-- --------- (MIN. 4,000 PSI) e <II ° - O SPACED HORIZONTALLY ® 48" O.G. 11 ,11, I _ _ _ _ i I I 1I ' 1I° .9e j1 e (2 VERT. ROWS); DRILL 4 EPDXY I I ---- NEW b"xb" POST t 8 II 1 - UNDERPIN 4" INTO EXIST. FOUND WALL ISIMPSON P666 POST PAGE: USING OUIKRETE HIGH-STRENGTH BASEINSTALLED #4 HOR. CONT. REBAR ® II' ° II. °�I. _ - X ANCHORING EPDXY (OR EG) I I Ij DIRECTLY BENEATH TOP, MIDDLE, B BOTTOM OF °II C'S ? POST ABOVE1 r —30l WALL (3 TOTAL) < a� a. '' O °..11, A JI =-------=1�--I�---I,------- AoOO 11 . (5) #5 HOR. CONT. REBAR elI ° n ILFLOOR SYSTEM+i P. GONG. CONT. FTG. f' I l NOTED ON PLANS S (MIN. 4,000 PSI) ,I .a - ii ii. — 4 I Ili II DATE: 08/11/23 p IL>° - 4" P. GONG. SLAB Iia , J Q I I I #5 BENT II IlO O F 1.2 (5) #5 HDR. CONT. REBAR I I I : d l O I I I REBAR (TYP.) 4" P. GONG. SLAB ° I� ° b"xb"-10x10 W.W.M. BETWEEN Ij° I� < _ N'' I I I ° CENTER d UPPER � OF SLAB II I I I I a SECURED IN PLACE DURING POUR 11, II I I s �✓ V A. ° e II I e P e I PROVIDE GOLD JOINT ° EXIST. P. GONG. SLAB ; u U i < • I' 11 - ASPHALTIC DAMP Ii I I AT GONG. SEAMS (TYP) �r===-i= =_ (PATCH AS REG2'D) D I )n, ° Gam,J - - .qY. ^ ..a ; i ° _ PROOFING OR BLINDSIDE - �- 6 MIL POLY `� ^°• 'rte L a _ WATERPROOFING To I I I e ° m NEW(3) #5 HOR. t� � �� a Q EXTERIOR I I EXIST. 6RAVEL , MOISTURE RETARDER ^ la� t — -_�_. __.- I I I BASE 5" I I REBAR UPON (5) #5 _4 - - PROP. P. GONG. F I G.I(M IN. I NEW 24'x24'x12 I I I b MIL POLY 3„ I I HOR. REBAR (6 TOTAL) 4" GRAVEL BASE - 5" - 5" MOISTURE RETARDER DEEP P. GONG. PAD - PROV.�CILi - I I I — 4" GRAVEL BASE t I'-4" V.I.F. 4,000 PSI), UNDERPINNED FTG. (MIN. 4,000 PSI) EXIST. FILL "; 1 COMPACT FILL I I I DEPENDANT ON WIDTH OF EXIST. BENEATH EXIST. �t PROV. GLEAN FOUNDATION WALL (I'-4" MIN.) CRAWL5PAGE FTG. () COMPACT FILL 'T' CONNECTION FOUNrI )A710N !MALL 17E7A I L 2 FOU1 rl )A,710N UNDERF I NN I NO DE7A I L REBAR OVERLAP DE7A I L 4 NOOD POST 2411x2411x 1211 170. DETAIL f�-301.00 SCALE: 5/4" = 1'-0" P�-301.00 SCALE: 5/4" = 1'-0" f�-301.00 SCALE: 5/4" = I'-O" A-301.00 SCALE: 5/4" = I'-O" a a 0 Lu W co < +_' N C L ) O = � r- O _ _0 � C9 O O N0 0 'co � � �t c X N OO O 4-+ _c Om �' � c N O co Q a O 5/4"xb" P.T. PROP. P.T. BM. AS PROP. P.T. BM. AS DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS NOTED ON PLANS NOTED ON PLANS NEW SIMPSON 6ALV. AG4 NEW SIMPSON 6ALV. AG4 POST GAP (OR EQUAL) POST GAP (OR EQUAL) 5/4" x REO'D HEIGHT P.T. RISER NEW 4"x4" P.T. POST NEW 4"x4" P.T. POST ° ° EXTERIOR SHEATHING AS -T^ _ 5/4"xb" P.T. — — — — PER SECTION NOTES NEW SIMPSON 6ALV. ABA44Z NEW 51MP50N 6ALV. ABA44Z DECK BOARDS SIDING MATERIAL AS POST BASE (OR EQUAL); POST BASE (OR EQUAL); 2"x BLOCKING ® EA. PER SECTION NOTES NOTE: IF DISTANCE BETWEEN OTE: IF DISTANCE BETWEEN STRINGER TO MATCH SIZE DECK b 6RADE PROHIBITS EGK E GRADE PROHIBITS OF P.T. DECK JOISTS BUILDING PAPER $ HOUSE WRAP _ POST INSTALLATION, BM. MAY POST INSTALLATION, BM. MAY TO FULLY OVERLAP FLASHING ' P.T. DECK JOISTS PER BE INSTALLED DIRECTLY UPON P.T. DECK JOISTS PER BE INSTALLED DIRECTLY UPON ^ ` PLAN w/ SIMP50N SIMPSON ABU46Z POST BASE. PLAN w/SIMPSON SIMPSON ABU46Z P05T BASE. FASTEN STRINGER TO W 6ALV. LU526 HANGERS 6ALV. LUS26 HANGERS BLOCKING (MIN. 6 M GRADE II GRADE II" FASTENERS) "Z" FLASHING �J w P 5/4"xb" P.T. DECKING NOSING II II (n PJ 2 x12' P.T. STRINGERS ® I6 8"� SONOTUBE' FILLED i N•0•N. ON PLAN/ jJ SOLID w/ P. GONG. poll GAP FOR SEGTION/DETAILS) (MIN. 4,000 PSI) z 4' THK, x 5" WIDE x WIDTH DRAINAGE 12"O 'SONOTUBE' FILLED oII II - O.G. (MIN. 3 STRINGERS ® III � OF STAIR P. GONG. PAD EA. STAIRWAY) �� SOLID w/P. GONG. I I _ r (MIN. 4,000 PSI) a I v 2"xb" P.T. BLOCK IN BETWEEN - (2) #4 HOR. REBAR I EA. STRINGER. FASTENED TO X = B ALL DEGKIN6 SHALL BE FASTENED P. GONG. PAD w/ A164 x to Q w/COATED DEGKIN6 SCREWS BY °ql II (2) #5 BENT 5-1/2" CONCRETE SCREWS BY 1- "DECK MATE" (OR EQUAL) „Z„ METAL DTT DECK TENSION II REBAR GALIBURN (OR EQUAL) - MIN. JOISTS AS PER PLAN FASTENED w/(2) TIE BY 'SIMPSON' (OR Amlil nl I5"x15"x12' P. GONG. PAD a II I ° 5/5" (P x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) W 8 FTG. (MIN. 4,000 PSI) —J� �� _ a (3) SCREWS PER BLOCK O" MIN. Q a - a LAO BOLTS ® Ib" O.G. INTO MUD SILL B a RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER tp GRADE GRADE w/(2) 5/5"(P x 5" LONG APPROVED FLASHING P.T. DECK JOIST MASONRY ANCHORS ® 16" O.G. AS PER PLAN 5 I FOUNDATION IIALL-t:::Nr__-1 EXTERIOR HOOD DEC< DETAIL EXTERIOR MOOD DEG< DETAIL -1 EXTERIOR MOOD 5TA I R DETAIL 8 LEDO ER CONNECTION DETA I L IA-401.00I SCALE: 5/4" = 1'-O" A-401.00 SCALE: 5/4" = 1'-0" -401.00 SCALE: 5/4" = I'-O" -401.00 SCALE: 1" = 1'-0" z Lu 8" TH I C< REINFORCED CONCRETE TRAFFIC O SLAB ORASS SHOULDER AREA (T`I'P.) 24'' DIAMETER CAST IRON OR DEFINED SURFACE COYER INLET ORATE FRAME Q 0 NEW WHITE DUROLAST EPDM ROOF PROJECT: MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS,AND SEALING OF — EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY = 5PEG.'S. PITCH TO GUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. � — KELLEY JAMES HARDIE I"X�4„ 4x4" P.T. POST — CEMENT TRIM (COLOR STONE PAVERS ® SHOWER PERIMETER OF ROOF INSULATION TO BE SELECTED) WRAPPED IN VAPOR BARRIER ACCESSORY APT. FLOOR (ALTERNATIVELY, NEW J" THK. PLYWOOD"SIMPSON" ABA-44 -WOOD PLANKS UPON ROOF DECKING Lu ® COLUMN BA°E GRAVEL MAY BE USED) NEW I" THK. RIGID INSULATION — Z ADHERED TO DEGKIN6 6ALV. ❑ ❑ ❑ El ❑ ❑ ❑ El E El I_ 1265 BAY AVENUE EDOE TOP I ( MATTITUCK, NY 11952 FINISHED GRADE N EDGEOL II I DRAWING TITLE: OL 8"� 'SONOTUBE' FILLED 11 I SOLID w/ P. GONC'. L16 (MIN. 4,000 PSI) z _ - I DESIGN DETAILS m NEW „ THK. GYP. BD. — PROVIDE INSULATION BETWEEN CAVITIES _A — ° ° PER ENERGY TABLE (WHEN APPLICABLE) PRECAST GONG. ROOF RAFTERS AS NOTED ON PLAN OROUND LEACHINO RINO. SEE NATER CALCULATIONS ON PAGE: OUTDOOR SHONER DETAIL IO PLAT ROOF DETAIL SITE PLAN 1-oR REC�'D O OO A�-401.00 A-401.00 2'-O" DIAMETER AS 2'-0" E1=EECTI�E DEPTH SCALE: 5/4" = I'-O" Sr-,ALE: I" = I'-O" MIN. PER SITE PLAN MIN. DATE: 08/11/23 9 OF 12 CLEAN SAND OR,A\lEL FILL STORM MATER DRYNELL DETAIL , _,r,~� D q� _ c A-401.00 SCALE: I/2" = I'-O" c� 0ia n. OENERAL _ EXISTING TO BE DEMOLISHED NEW PARTIAL HE16HT WOOD FRAME (L.6. STL. Q W EXISTING TO REMAIN HEN APPLICABLE) 0 .-- ---{ NEW WOOD FRAME (L O. NEW FOUNDATION WALL LIJJ F----i STL. WHEN APPLICABLE) \\ m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL \\v c Lo WOOD FRAME (L.6. STL. © POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C O POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED �J� cz WOOD FRAME (L.6. STL. l� Lp O N Z O a • WHEN APPLICABLE cz )( :3 N STRUCTURAL PLAN NOTES POST S COLUMN DESIGNATIONS: O 0 O 4-J 1 POSTS B COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED m Z A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY a-J 1 J L0 OSINGLE SPAN STRUCTURAL MEMEER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED c N Q CO 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 3 STANDARD Q d Q ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. .-- ABOVE INDICATED POSTS/BEAMS. OSTACKED POST/COLUMN: A2 (2) 2"X4" POST B2 (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. 3G HOLDOWN (FOUNDATION TO IST F OOR): q5 (3) 2"x4" POST g5 (3) 2"xb" POST HOLOOWN 'C' A5 PER PAGE 6-003 NEW UN-REINFORCED P. GONG. SLAB A4 (4) 2"x4" POST B4 (4) 2"xb" P05T 4A 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE A5 (5) 2"x4" POST BB (5) 2"x6" POST 4-J 70 NEW REINFORCED P. GONG. SLAE3 r 4B 1. NEW 4" THK. P. GONG. SLAB w/ 6"xb"-10/10 W.W.M. UPON 3-1/2" O.D. SCH 40 5-1/2" O.D. 5GH 40 v 2. 6 MIL POLY VAPOR BARRIER UPON �� STL. COL. (ASTM (�� STL. COL (ASTM n , 3. 4" (MIN.) GRAVEL BASE � L-1 AI23) BY SIMS `� U AI23) BY SIMS of MM Ib"x8" DEEP P. GONG. CONTINUOUS FOOTING STEEL (OR EQ.) STEEL (OR EQ.) 4_jW 5A AS PER DETAILS I/A-301,2/A-301, d 5/A-301. ■ SB CONTINUOUS FOOTING (EXISTING)_ + EXISTING 16"x5" DEEP P. GONG. CONT'. FTG. ASSUMED POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. V.I.F. MIN. FTG. SIZE INDICATED AEOVE;CONTACT / ` ARCHITECT IF FOUND OTHERWISE. 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT v c 2.V.I.F. EXIST. FTG. EXTENDS 5'-0" MIN. BELOW GRADE, FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND OTHERWISE UNDERPIN FOOTING EX-EN510N AS PER DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. DETAIL 2/A-301. 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION ■ - SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR /n OPAD FOOTING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER V b 6"xb" POST w/ SIMPSON PB66 POST BASE UPON 24"x24"x112" ENCOUNTERED. r1 DEEP P. GONG. PAD FOOTING AS PEP: DETAIL 4/A-301. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. f1m Q O NEW ATTIC ACCESS - PULL DOWP4 STAIR: 4• ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. I. MIN. 350 71' 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. MECH. 22"x30") 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 3.DBL. FRAMING WHEN NEW OPENING CARBON STEEL A57MA615 GRADE 60. MM FOR SLABS DO NOT 4.INSTALL AS PER MANU. SPEC.'s NEED TO BE EPDXY COATED. 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 -I I'-b" I6-4" 10'-0" ® FOUND B POSTS FOR OUTSHOWEfZ: 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. 4"x4" WD. P.T. P05T d &"(P P. GONG. PIER AS PER DETAIL a/A-401. 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, 4A FOUND 4 POSTS FOR WD. DECK: COVERA6E5, AND PLUMBNE55. B 4"x4" WD. P.T. POST d 12"0 P. GONG. PIER 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT AS PER DECK DETAIL 5/A-401. CONCRETE. , 3'x3' i GONG. PAD FOUND $ POSTS FOR WD. DECK: m 4"x4" WD. P.T. POST b 8"0 P. GONG. PIER UPON Ib"x18"x12" DEEP P. GONG. FTG. AS PER DECK D!=TAIL (o/A-401. CONCETE - GOLD WEATHER POURING $ CONCRETE MIXTURE FOR WOOD STAIRS ® GRADE: 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF �' O O 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE q HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. p EXIST. 6" &RAVEL UNDER 2"x12" P.T. STAIR :STRINGERS ;- z m m SLAB ON z N m MAX. Ib„ O.G., U.O.N. (MIN. 3 STRINGERS). 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 3G _� --3'-10" wN GRADE cj jy< SEE ALSO DETAIL 7/A-401. - - - - -:_ 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL �Z LIZ10 TYPICAL P. GONG. FOOTING d WALL CONSTRUCTION: CONFORM TO AGI 506. _ - - - - _ - �0 _j • (2) 2"xb" P.T. SILL PLATES w/GOPFFR TERMITE SHIELD d SILL SEAL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / , ' 5A ►=�j (- ��j • ANCHOR BOLTS AS PER PAGE 6-003 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 0. • P. GONG. FOUND. WALL AS PER DETAIL I/A-301 TEMPERATURES WITHIN 10° F OF CONCRETE. 100 F. CONC. FTO. AS PER DETAILS O I K O F • ASPHALTIC MASTIC DAMP PROOFIN6DTO ABOVE XTERIOR 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I N® L z N® - - - - - - - - - - NEN 6xIO.GF.J. 2 II SA • B.O. FOOTING 3'-0" BELOW GRADE: MIN. REMOVE AS REQ'D. • • 1/2" EXPANSION JOINT 6 PERIMETE'Z OF SLAB (WHEN APPLICABLE) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PROPOSED b I PROPOSED IO O • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / PERMITTED WHEN NECESSARY. r p LAUNDRY .• MECHANICAL °• T_ � STOOPS (WHEN APPLICABLE) I = 11 AREA N �' • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 7. FORMWORK SHALL BE AT Q A MIN. TEMPERATURE OF 53 F OR HIGHER AREA , w FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) AND SHALL BE WITHIN 10 F OF CONCRETE TEMPERATURE. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ,� �In NE® 61, O.C.F.J. I 0 UNDERPINNING NOTE: v II V.I.F. DEPTH OF EXIST. FOUND. WALL FTG. 8 UNDERPIN NEI^ a• NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE P. GONG. FTG. BENEATH IF REQUIRED PER NEW GONG. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 SLAB DEPTH ® BASEMENT PER DETAIL 2/A-301' (ASTM G4a4/G4a4M, TYPES G AND E). ., a TYPICAL LEDGER BOARD: - - - - - - - - J ir O12 I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL NEW 2"x10" F.J. NEW�2) 2°x10" FLUSH BM. _ 2. SECURED w/(2) 5/b" 0 x 5" LONG H.D. GAL. LAG BOLTS AREAS EXCEED ONE SQUARE INCH. ® Ib" O.G. w/ SIMPSON u W ® I6' O.G. I LU525HNGR. ® FLUSH BM. - - - - - - - - - - - - J - _ - - 3G Q 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 3. INSTALL H.D. &ALV. JOIST HAN6ER5 BY SIMPSON' (OR zm TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS m 5A EQUAL) REACHED A COMPRESSIVE 5TRENOTH OF 800 PSL NEW (2) 2"x10" RIM JOIST '� x zjj) 4B j r - - - - 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d ABOVE BASEMENT ENTRY z�J L. 1O � _J I 12 NEW (2) BENT OVER TOP EDGE OF LED6EP: BD (EXTERIOR 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. - - - - - - - - - - V N� �p f 2"xb" P.T. PROJECT: APPLICATION). O O ® U ( FLUSH $M. _ PROPOSED O 6z 5. SEE DETAIL b/A-401 (EXTERIOR A'DPLICATION). x = BASEMENT x ; Qi m KELLEY 501E BEARING CAPACITY NOTE: 3C �+ 375 S.F. V IV �= N I_ SB ® ^•UNHEATED 3 pz x _�D IL p STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL _ z -UNFINISHED- z �� ® tu F- 1 _ BEARING CAPACITY OF LO TON/S.F. , -.t' •' IEA ®� NEW (2) z Q; NEW(2) z QI I I .'.` a ACCESSORY APT. 2"x8" P.T. 2"x8" P.T. - - - - - - - - FLUSH BM. �e� FLUSH BM. - -- - - �- - -G- -- 1265 BAY AVENUE SB 8NEW 2 xb ry Qo I2 3G ®16„O.J. MATTITUCK, NY 11952 m Lw 0- NEW (2) 2,xb ®_P.T. FLUSH BM. 4'-5" 4'-a" DRAWING TITLE: PROPOSED STRUCTURAL PLAN a I6'-4" 10'-0" 37'-10 PAGE: PROPOSED FOUNDA71ON 57RUC7URAL PLAN S-101000 SCALE: 1/4" = P-O" DATE: 08/11/23 10 OF 12 'o SOF F_ `"1�t OE ` ER,AL 5""r��50L <E""r : _ EXISTING TO BE DEMOLISHEDNEW PARTIAL HEIGHT a. WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.(a. �T NEW FOUNDATION WALL W STL. WHEN APPLICABLE) \\ -J Lu m NEW I-HR FIRE RATED X MIN. (2) 2"x4" STRUCTURAL V L0 WOOD FRAME (L.O. STL. © POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL I PROP. Z O POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED GL. NEW 2"x10" G.J. � i � � (oWOOD FRAME (L.G. 57'L. ® Ib" O.C. iv I O O N z O WHEN APPLICABLE) PRO x 44' ry' a. .cu L0 OUT SHOWER ( X V N POST 4 COLUMN DESIGNATIONS: NEW (2) PROPOSED z O O 4-1 1 STRUCTURAL PLAN NOTES 2'xa HDR O O POSTS Q COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATEDBEDROOM -c 0 m +- AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY . +-+ L0 SINGLE SPAN STRUCTURAL MEMBER: 136 S. .F SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 24" N O ccu O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD LJ O LIN. 2 A3 Q 0 a. G O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENTS. B2 ABOVE INDICATED POSTS/BEAMS. • GL. NEW (2) 2"x5" HDR OSTACKED POST/COLUMN: A2 (2) 2"x4" POST S2 (2) 2"xb" POST - LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH -�p� f( GG POST OR COLUMN ON FLOOR BELOW/ABOVE. PROPOSE N Q 0� 3G HOLDOWN (FOUNDATION TO IST FLOOR (3) 2"x4" POST B3 (3) 2"x6" POST '15ATHROO z�) HOLDOWN 'C' A5 PER PAGE 6-003 N NEW UN-REINFORCED P. GONG, 51-AB A4 (4) :2"x4" POST B4 (4) 2"xb" POST cv IY `I I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON p PROPOSED p 2. b MIL POLY VAPOR BARRIER UPON $ `j f- KITCHEN 3. 4" (MIN) GRAVEL BASE A5 (5) :2"x4" POST B5 (5) 2"x6" POST ( I Q I 0 dJ 4-J NEW REINFORCED P. GONG. SLAE3 cv N X U • 4B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 I^ NEW in-) 2. b MIL POLY VAPOR BARRIER UPON n�l i I STL. COL. (ASTM r1f-I n STL. COL (ASTM w ® ACCESSORY PROPOSED r K r1 1 D 3. 4" (MIN.) GRAVEL BASE L-J A123) BY SIMS " LJ AI23) BY SIMS RO OSED APARTMENT LIVING ROOM N z `j� I6"x5" DEEP P. GONG. CONTINUOUS FCOTINC STEEL (OR EQ) STEEL (OR E0.) BED OOM �4"ib S.F. ADDITION lu V 4-j In 54 AS PER DETAILS I/A-301,2/A-301, b 3/A-301. q2 S.F. Z 0 CONTINUOUS FOOTING (EXISTING);_ SB EXI5TIN6 I6"x5" DEEP P. GONG. CONT. FTG. ASSUMED POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. V.I.F. MIN. FTG. SIZE INDICATED ABOVE;CONTACT 1 ARCHITECT IF FOUND OTHERWISE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT OF, 41)W 82 2.V.I.F. EXIST. FTG. EXTENDS 3'-0" MIN. BELOW GRADE, FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND NEW (2) _ OTHERWISE UNDERPIN FOOTING EX17ENSION AS PER DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 2"xl0_HDR I L DETAIL 2/A-301. 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION NEW • SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR SCREENED , ^ OPAD FOOTING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER PORCH �/J b b"xb" POST w/SIMPSON P566 POST BASE UPON 24"x24"xl2" ENCOUNTERED. N�0 W -UNHEATED- r1 1 DEEP P. GONG. PAD FOOTING AS PEF:DETAIL 4/A-301. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 2"x12' HDR w QI' NEW (2) NEW (2) 3 Q NEW (3) ONEW ATTIC AGGE55 - PULL DOWPd STAIR: _ Z _2"x5" HDR_ _2"x8" HDR I. MIN. 350 # CAPACITY 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 2.SIZE TO FIT MECH. EQUIP. THROUGH OPENING (MIN. 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. 22"x30") 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 3.DBL. FRAMING WHEN NEW OPENING 4.INSTALL AS PER MANU. SPEG.'s CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT UJ (L NEW (4) 2"xb" KING STUDS BETWEEN NEED TO BE EPDXY COATED. N 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 O 0 OPENINGS (NO JACK STUDS); 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS f- FASTEN HEADERS TO KING STUDS ® FOUND 8 POSTS FOR OUTSHOWEPZ: SHALL BE STAGGERED, ar N w/51MP50N LU526-2 HANGERS 4"x4" WD. P.T. P05T $ 5"cP P. GONG. PIER Q AS PER DETAIL q/A-401. 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN PLACE AT TIME OF POURIN6 4 MAINTAIN REQUIRED CLEARANCES, FOUND S POSTS FOR WD. DECK: COVERAGES, AND PLUMBNE55. B 4"x4" WD. P.T. POST b 12"(P P. GONG. PIER A5 PER DECK DETAIL 5/A-401. 8. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT CONCRETE. FOUND 4 POSTS FOR WD. DECK: PROPOSEDFIRG T FLOOR 57RUCTURAL FLAN 5G 4"x4" WD. P.T. POST d &"0 P. GONG. PIER UPON 15"xl5"xl2" DEEP P. GONG. FTG. AS PER DECK DETAIL 6/A-401. GONGETE - GOLD WEATHER POURING 3 CONCRETE MIXTURE SCALE: 1/4" = 1'-0" FOR WOOD STAIRS a GRADE: I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF O4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. MAX. 16" O.G.,U.O.N. (MIN. 3 STRINGERS). 2. SPECIFICITY OF CONCRETE DE51ON MIX SHALL BE BY OTHERS. SEE ALSO DETAIL 7/A-401. TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 10 • (2) 2"xb P.T. SILL PLATES w/COPI=ER TERMITE SHIELD CONFORM TO AGI 306. b SILL SEAL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / • ANCHOR BOLTS AS PER PAGE 6-003 SURFACES. FROZEN 6ROUND MAY BE REMOVED OR HEATED TO • P. GONG. FOUND. WALL AS PER DETAIL I/A-301 TEMPERATURES WITHIN 10• F OF CONCRETE. • P. GONG. FTG. AS PER DETAILS NOTED ABOVE • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. • B.O. FOOTING 3'-0" BELOW GRADEMIN. REMOVE AS REOV. • 1/2" EXPAN510N JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKE75 ARE • AIR ENTRAIN P. GONG. FOR PORCI-ES /PATIOS / PERMITTED WHEN NECESSARY. STOOPS (WHEN APPLICABLE) - - - - - � • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33• F OR HIGHER - - ~ Z FOR HE16HT OF WALL B SLAB (WHEN APPLICABLE) AND SHALL BE WITHIN 10• F OF CONCRETE TEMPERATURE. - - - - - - w - E NEW 2"xIO" R.R. NEW 2"x10" R.R. UNDERPINNING NOTE: 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ® I6" O.G. ® Ib" O.G. V II V.I.F. DEPTH OF EXIST. FOUND. WALL FTC. d UNDERPIN NEW q, NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE P. GONG. FTG. BENEATH IF REQUIRED PER NEW GONG. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 Q SLAB DEPTH ® BASEMENT PER DETAIL 2/A-301. pl (ASTM 04g4/04g4M,TYPES G AND E). TYPICAL LEDGER BOARD: 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL 0 12 I. (I) 2 x P.T. BD. TO MATCH DEPTH C F JOISTS p 2. SECURED w/(2) 5/5" 4) x 5" LONG GAL. LAO BOLTS AREAS EXCEED ONE SQUARE INCH- q:12 w q:12 W ® I6" O.G. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED p 3. INSTALL H.D. 6ALV. JOIST HAN6ERS BY 'SIMP50N' (OR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS x EQUAL) REACHED A COMPRESSIVE STRENGTH OF 500 PSI. D 4. PROVIDE FLASHING TUCKED UN17EF'NEATH SIDING d I w PROJECT: BENT OVER TOP EDGE OF LEDGER BD (EXTERIOR 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. _ _ _ _ _ _ _ Z APPLICATION). I 5. SEE DETAIL 5/A-401 (EXTERIOR APPLICATION). 1 2 A3 KELLEY SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E BEARING CAPACITY OF 1.0 TON/5.F. Qi - - - - - - - ACCESSORY APT. _ V 2"x10 R.R. 2 xl0" R.R. O 0 \"r ® Ib" O.G. a x �Z ,P ° I1265 BAY AVENUE NEW 2"xl �, A2z MATTITUCK, NY11952 FASTEN TO ° ® NEW (2) 2"x12" RIDGE BM.NEW 2"xl2" RIDGE BD. SIMPSON -1 Q o o �o �PVvw q �� DRAWING TITLE: I o o �� I � � � L�< � ® ff � � o o PROPOSED STRUCTURAL PLAN X °�� lu ® Lu 2"x10" R.R. 2"x10" R.R. Z 3 Lu I ® I6" O.G. ® ib" O.G. L - - - - - - - - z L - I X 1 PAGE: L -_ - -- - -=-- ch 12 r q:12 m ( Le N ip0 ®2 ■ ®® l tu ry Z NEW 2"x10" R.R. NEW 2"x10" R.R. A - ® Ib" O.G.- - - - ® I6" O.G. - z - DATE: 08/11/23 11 OF 12 B2 8 t Pvlp� f1` �y` «lL � . FROFOsE17 ROOF FRAM I NC PLAN f SCALE: 1/4" = I'-O" Q W W cu J M Q t N cl� C Lr) O � � r— O L O O N0 0 CL • co , -�z 4 c X � N O +- I O OO m Z C9 � N � O Lr) QLL a O W 00 PROVIDE "ABESGO FF200 FR EXPANDING FOAM" (OR EQUAL) 4" FRESH AIR VENT AT ALL PENETRATIONS IN FIRE k J i THROUGH ROOF RATED WALLS AND Q I FLOORS/CEILINGS. PRODUCT CONFORMS TO ASTM E 814, r , 3 ASTM E 84, AND UL 14-7q v NOTE: V 1 Q ALL PLUMBING WORK • SHALL CONFORM TO LOCAL PLUMBING CODE M w 3/4" HW w I a p (CLOSED LOOP SYSTEM)------------------------ ------- PROPOSED PROPOSED BATHROOM KITCHEN DOTE: 1 2 ALL PLUMBING WORK I r 1 -- SHALL CONFORM TO I v I __ i /� LOCAL PLUMBING CODE PROPOSED PROPOSED EGEND BATHROOM KITCHEN 2„I 12" i ____ TER _ IL I 1 I I I 3 GLEAN OUT —� SUPPLY N 2" 1 I I AS REOV O •` ^ p� I Aft v lY I I 1 S I 0i ..-..-.. COLD WATER SUPPLY LL I n, I I I PROVIDE F.A.I. �JJ IL !SHOWER 1- I_ i N :Q I I Q DW � 44 I I � I �� I PROVIDE "ABE5G0 FP200 FR L V I I EXPANDING FOAM" (OR EQUAL) 2 3" 1 $I 'a $I �v WC• d� =1 IV x I AT ALL PENETRATIONS IN FIRE OUT G O - G.O. iv1 1� SHOWER I IN m - I iv I RATED WALLS AND �I :N �_ NI �� I FLOORS/CEILINGS. PRODUCT SHOWER 1 � I - I I �I DW I G.O. V Ix CONFORMS TO ASTM E 814, 4.. _ 1N r----------------------L --I---=------- ----1- -------------a� I ASTM E 84, AND UL 14'!11 4" HOUSE OUT NL �� _ _.._.._.._.._.._I._.._.._.._.._.._. j._..�.._.. 1.._.._.._.._.._.I._.._ -.. _.._.._.._.._. _.._.._.._.._..1 PROPOSED 1 — _ ._.._.._.._.. TO MAIN DRAIN G.O. SHOWER �--- DRYWELL LAUNDRY 2 I EXIST. WATER 1 = Ci Q I 1 I I CONNECT TO x 1 3 w I I z AREA1 I I SUPPLY SYSTEM p l l I 2 4 TO SEPTIC PROPOSED $1 17_ m I I TO STREET I SYSTEM LAUNDRY - I 0 I [NATER MAIN I AREA I MECH. m w m I i ROOM a .._. _.._..� I � I p :211 I Q Ib �a1 I b I m WASHER I i E.P. WA5HER I FLUM 3 I NO RISER - I RAIN / NA57E / VEN7 FLUME I N RISER - SUPPLY SCALE: NT5 SCALE: NTS z w O V t.i.l F- a 0 PROJECT: 0 ALL PLUMBING 4 KELLEY 0 FUEL GAS WORK TSHALL O LOCALNFORM ACCESSORY APT. k PLUMBING CODE 4 Q FUEL GAS 1265 BAY AVENUE MATTITUCK, NY 11952 PIPING PENETRATIONS: 1. PROVIDE "ABE500 FF200 FR EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E PLUMBING RISER DIAGRAMS PROPOSED 814, A5TM E 84, AND UL 14111 o KITCHEN GAS RISER DIAGRAM N IL VENT RANGE m REGULATOR PAGE: 6A5 SUPPLY P-101000 PROPOSED PROPOSED m TO GAS MECHAN I GAL MAIN LAUNDRY AREA m w DATE: 08/11/23 12 OF 12 AREA 0 0 u.i V to Q m - N DRYER �� ► �.E-Dzi CAS RISER SUPPLY 50ALE: NTS - ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 4 STRAPPING DETAILS. 0ENERAL�I� AL ** SEE DOOR 50HEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER ** FOUNDATION PLAN NOTES FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART - � WOOD FRAME (L.G. STL. FREEZE PROOF HOSE BIB: " � WHEN APPLICABLE) OI FASTENED w/ MASONRY ANCHORS (PRECISE EGRESS EXISTING TO REMAIN LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) ROUGH OPENING WINDOW DIMENSION CLEAR LIGHTt'f / NEW FOUNDATION WALL TAG TYPE MODEL # OPENING PROV. PROV. l W �---{ NEW WOOD FRAME (L.G. -- STAIR RAILING NOTE: TEMP. W F--� STL. WHEN APPLICABLE) OO WIDTH REO' 20" PER UNIT PER UNIT cu y) Lr I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 1 (S.F.) (S.F.) M Tr - RISERS SHALL BE CLOSED WIDTH HEIGHT WIDTH HEIGHT HEIGHT REG2D:24 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL OPEN RECZ'D: 5.7 S.F. Q Ci NEW -HR FIRE RATED ® MIN. (2) 2x4 STRUCTURAL NOT EXCEED THE SMALLEST BY MORE THAN ". C ul) WOOD FRAME (L.G. STL. ' POST FOR 4" WALLS 3. HEADROOM IN STAIRWAYS SHALL BE AT LEA57 6-6". A (2) CASEMENT CW24 4'-11" 4'-0 4'-8 4'-0" 6.8 S.F. 14.4 13.5 WHEN APPLICABLE) (MIN. (2) 2"x6" 57RUCTURAL 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: O POST FOR 6" WALLS), U.O.N. 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 0 NEW 2-HR FIRE RATED y� 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 1�� B (I) CASEMENT OX13 2 8 3-O 2-7 .21-11 n/A 5.a 5.5 i WOOD FRAME (L.G. STL. 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2?' MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN O Q N Z I WHEN APPLICABLE) G (I) CASE. / PIG. GN33 5'-I 3'-O 5'-I" 2'-II n/A 10.5 - 0- '� L ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. c U 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED D (I) CASEMENT G125 2'-0 i" 2'-4 i" IE 2'-O �" 2'-4 J" IF n/A 3.2 3.0 -� C G X N WALKING SURFACES LOCATED MORE THAN 50" ABOVE II�� Q O O ' (D - FINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. m a--f DEMOLITION NOTE: 'I. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO E (1) IFCASEMENT CWI4 2'-4 �" �4'-0 2'-4 4'-0" 6.8 -i.2 6.8 .-7 CV 4-J Ln PROVIDE SHORING AND SUPPORT TO ALL AFFECTED ALLOW PASSAGE OF A 4" 1p SPHERE;36" H16H - - - - - C O O .. STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW F (1) CASEMENT CX14 -- 2'-8" 4'-O 2'-7 4'-0" "1."1 8.1 -L-I Q r OF ANY DEMOLITION OR CONSTRUCTION. PASSAGE OF A 4" 4) SPHERE. 8. ORIPPABLE RAIL AS PER CODE. a. RAILING TO BE WOODEN. SMOKE DETECTOR / CO DETECTOR NOTES: O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER W BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ARE NOT INTERCONNECTED, AS PER NYS R314.4. 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. 4.SMOKE / CO DETECTORS TO MAINTAIN 3' MIN. r , --- --------------------------------7 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS F--- --------------------------------1 1 4 OPENINGS TO BATHROOMS W SHOWER OR TUB. ^ ` - ------------------------------- 1 5. INSTALL ALL AS PER MANU. SPEG.'s W - ------------------------------- 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR M IN COMPLIANCE WITH LOCAL CODE 1 1 1 II II II II NEW LAUNDRY ROOM: • j l O4 I. NEW WASH /DRY HOOK UP 1 1 1 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s N1 SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REO'S PER MANU. U I I I I I 1 I DRYER EXHAUST NOTE: I. DUCT SHALL TERMINATE TO EXTERIOR TT 2.DUCT SHALL TERMINATE MIN. 4'-0" BELOW OR HORIZ. i �J FROM, AND MIN, 1'-0" ABOVE ANY OPENINGS. • 3.DUCT SIZE AS PER MANU. U)4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER EXIST. j 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN W SLAB ON CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO Q GRADE CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED IN I rt I ACCORDANCE WITH UL 2156A. H T 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL � w/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN I THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS I 'I. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 1 1 1 LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET DIRECT VENT ROUTED FOR EACH 45° BEND AND 5 FEET FOR EACH a0° BEND. 3'x3' BETWEEN PROP. F,J. ON 1 I I THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT GONG. SLEEPERS;MAINTAIN ALL PORTION OF EXIST. I I I I INCLUDE THE TRANSITION DUCT. PAD REO.V CLEARANCES PER I I I I SLAB ON GRADE TO I I I MANU. 5PE0.15 BE DEMOLISHED AS I I I I NEW MECH. AREA: 1 RE0.10 BY PROPOSED I I I I OI. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S O CRAWLSPACE u~j I BASEMENT AREA. 1 1 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL PROP. GONG. PIT FOR Z PORTION OF EXIST. INSTALL DRYER Z p I I I I I 1 1 FOOTING AND STEM UNITS AS PER NYS MG 306.1 VENT �� SEWAGE EJECTOR PUMP FROM LECTRIC a p FOUNDATION WALL 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES I I I I _ ______-_----_____--- TO BE DEMOLISHED REQUIRED PER NYS MG 504. EXTERIOR) FROM 1 ---- 0 It ------------- -_--J METER, WINDOWS, EXTERIOR) Z Z TYPICAL MECHANICAL AREA NOTES: A/C CONDENSER 4 ----------------------------_jREGULATOR I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY 0 p -----------------------------------� 'DUROGK" (OR EQUAL) Z 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/6" DRYER ow TYPE "X" 6YP. BD. UL U505 (OMIT ON GONG. WALLS) < VENT u- 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. . QQ SPEG.'s AND AS PER NYS MECH. AND FUEL GAS CODE El 171 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT r IT CONFORMS TO NYS MECH. AND FUEL OAS CODE - U f- 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE �i 4 p FRESH AIR INTAKE FROM EXTERIORT N---- 6. MAINTAIN OR PROVIDE FURNAGE/$OILER ELECTRICAL I N PROPOSED p 0 i RCFOSED FOUNDATION DEMOL 1 TI ON FLAN EMERGENCY SHUT OFF SWITCH 7F.A.I PROPOSED MECHANICAL 1 5 �� . z . FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH LAUNDRY / � Q � SCALE: I/4" = I'-O" 6. LOCATE MEGH. EQUIP. TO ALLOW FOR PROPER F r AREA AREA �/ -- Z Z CLEARANCES AS PER CODE g it a. PROVIDE 3" FLOOR DRAIN IF REOV BY EQUIPMENT 4 _ - _ CONNECT TO SANITARY SYSTEM AS PER NYS _ �' 0 6 Z a PLUMBING CODE6 - N O Q 10.APPLIANCES JOINED THROUGH A COMMON NATURAL i z DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL = w p w SECTIONS OF 2020 NYS RG 62427. 2 _ V) GOMBI-BOILER 00 LL p ONEW NAVIEN NC5-I010/060H HIGH EFFICIENCY GONDENSINO PROPOSED v NATURAL 6A5 WALL-HUNS BOILER (OR APPROVED EQUAL). BASEMENT I. DIRECT VENT THROUGH WALL. 500 S.F. it 2. F.A.I. THROUGH HALL. UNHEATED- 5. INSTALL PER MANU. SPEC.'S ^UNFINISHED- • eF 2 04N OEGRESS WINDOWWELL: PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY z Q N "ROCKWELL;66 SERIES" 66"W.x'I2"H. OR EQUIVALENT. Q V p O INSTALL A5 PER MAN. SPECS. EXIS-. BATHROOM TO BE DEMOLISHED p - - * ® o Q 5M/00 I o: PROJECT: ® L lu ku F --_-_-_-_-__-------- - - ------- --� HIGH EFFICIENCY LAMPS: - ~ • r INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY KELLEY REF• 1 /i' E--3 NOT LE55 THAN a09b OF ALL NEW, PERMANENTLY O HIGH-EFFICACY LAMPS, AS PER 2020 NYS EGG R404.1 + - - - - - O - - - - - ACCESSORY APT. ------------ �� I EXIST\ I IIIBATHROOM icy HOT WATER PIPING INSULATION: �� MECHANICAL SYSTEM PIPING AND HOT WATER PIPING // �� III j \�� SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 1265 BAY AVENUE �� R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG L_ R403.4 4 R403.5: 0: -------� � MATTITUCK, NY 11952 ALL EXISTING CABINETS, I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING PLUMBING FIXTURES 4 FLUIDS >I05°F OR <55°F (R403.4) APPLIANCES TO BE REMOVED 1 2. PIPING J" AND LARGER IN NOMINAL DIAMETER m DRAWING TITLE: hi 3. PIPING SERVING MORE THAN (1) DWELLING UNIT Q EXIST. WINDOW TO BE REMOVED 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ' I I I 5. PIPING FROM WATER HEATER TO A DISTRIBUTION PROPOSED DEMOLITION PLANS 1 MANIFOLD PROPOSED FOUNDATION PLAN I I I 6. PIPING LOCATED UNDER A FLOOR SLAB "I. BURIED PIPING EXIST. 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS ACCESSORY 1 1 APARTMENT OTHER THAN DEMAND RECIRCULATION SYSTEMS. � I � II SLAB ON GRADE s.F. 0 10 1/4"=V-0" FROFOSED FOUNI )A71O PLA PAGE: 20 II _ �� SCALE: 1/4" = 1'-0" -i EXIST. DOOR TO $E REMOVED \�\_+� A-10 .1m00 I I PORTIONS OF EXIST. I WALL TO BE REMOVED I I I 11 11 EXIST. WINDOW TO BE REMOVED __ I I DATE: 02/02/24 5 OF 12 EXIST. DOOR TO BE REMOVED r.' 1 -CONCRETE APRON ` " 6S 1 JAPn, L----------------- �a.. EXIST. GONG. TO BE DEMOLI514EDJ- y f FROPOS D FIR57 FLOOR D MOL I TI ON PLAN SCALE: 1/4" = 1'-0" BUILDING SECTION NOTES OI NEW ROOFING NOTE (TYP.): Q 1. INSTALL NEW ASPHALT ROOF SHINGLES,OR STANDING 0 SEAM ALUM. METAL;PROV. ICE/WATER COMP. UNDER W METAL (SEE ELEV. FOR LOCATIONS) 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO J f0 24" FROM IN51DE FACE OF 57LID WALL AND AT VALLEYS ('7 OVER PER PAGE 5-003 3.INSTALL 15 # BUILDING FELT N.O.N.) OVER NEW RIDGE 1 2 Q -+ N 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) RIDGE HEIGHT _______________________________ 12 1 2 O L0 5. GAP SHINGLE OVER RIDGE 4 {APS (AS REG'D) ---------- ELEV. +28.1' -- - -- -- � 6.PROVIDE RIDGE VENT (AS REQ'D) RIDGE PER PLAN RIDGE PER PLANI _ CO 7 O . FLASH ALL VALLEYS 6.INSTALL DRIP EDGE AS REO'D z O q. INSTALL ALL A5 PER RIDGE PER PLAN O N MANU. SFEC.'s P QIP R A\ i I �_ I TYPICAL ROOF 4 CEILING 0 NSTRUGTION: Q�� P,o.. UNPI ISH D Cts V 'T O2 • NEW ROOFING AS NOTED gP-' �y . A'TTIC C X :3 (\l • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL PLYWDj I O 0 O a--+ SEAMS) F /' 1 i -c O m 4-+ • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER FIRST FLOOR ( I O N O ca L0 ial ?w 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) ' i • PROVIDE R-4q BATT INSULATION WHEREVER ALLOWED x_ LIVING ROOM 3 � _ __- ___ ___ c '1 Q O- PER ATTIC, SPACE; IN ALL OTHER AREAS, PROVIDE-V z THK. 5PRAY FOAM INSULATION (R-401 ® R-7/INCH) - ` • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVE5 Q Q - --- ------ - 10 ---- - --= ---._:._. _ PROVIDE HDR ABOVE - -- ---- O TYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): 3 Iil \\ ALL WINDOW5 4 5 n , FOR PORTIONS OF NEW EXTERIOR WALLS: D D ENE I DOORS AS PER i! FIRST FLOOR 4 W • "VENTED TYVEK" HOUSE WRAP (OR EQUAL) UPON �p 4 1 , -. STRUCTURAL PLANS I • 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD I �� DEN O o I� II LIVING ROOM O SEAMS) UPON NEW STUD TO KITCHEN I- --I I SILL PLATE I I • 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE FLOOR ASSEMBLY ® WINDOWS PER 6 I - -�I • R-21 BATT INSULATION (OR FILL EXIST. CAVITIES w/ CONNECTION 'DI' AS FIRST FLOOR PER PAGE 6-003 o o j DETAIL ON 6-003 -- � o ® ®m®®®� r ' -�� BATT INSULATION WHERE EXIST. WALL STUDS EXPOSED) lz DI I ' ` • 5/8" GYPSUBEDROOM ELEV. +13.4'M BD. WALL FINISH ` I-i ---1, v ONEW SIDING NOTE (TYP.): EXIST. SLAB _ 1 n , I. INSTALL NEW SHINGLE SIDING ('REF. TO ELEVATION) ELEV. +12.4' S 1 PITCH (D 5. 2. F.J. OER PLAN 5 GRADE- K" HOUSE HRAF (OR UAL) -- -- - 3.INSTALL ALL AS PER MANLE�SPEG.'s l 4.PROVIDE ALL NECESSARY TRIM FOR PROPER EXIST. SLAB EXIST. SLAB EXIST. SLAB _ INSTALLATION AVERAGE GRADE 5 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALLELEV.+12.0' _ • -c -}- REDUCE HOT. OF EXIST FOUNDATION WALL AS REC?.'D CONNECTION 'D I' AS CONNECTION 'DI' AS ` OTYPICAL FLOOR CONSTRUCTION: TO ACCOMMODATE PROP. F.J. PER PAGE 6-003 PER PAGE G-003 V 5 I. FINISH FLOORING TO SELECT BASEMENT .D NEW STUD TO BASEMENT `fl NEW STUD S70 E 2. 3/4" TSO GDX PLYWD. SUBFLOOR GLUED 4 SCREWED i- FLOOR ASSEMBLY r. FLOOR ASSEMBLY 3. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MID5PAN • 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST FLOOR AND FOUNDATION). EXIST. INSULATION MAY REMAIN WHERE PRESENT. 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS GRAWLSPAGE SLAB (IF AFFECTED BY PROPOSED WORK). ELEV. +4.q' I-HR FIRE RATED WD. FR. EXTERIOR WALL CONSTRUCTION: bO V.I.F. EXISTING EXTERIOR WALLS WITHIN 5'-0" OF PROPERTY LINE PROVIDE I-HR FIRE RATING (w/FIRE EXPOSURE FROM BOTH EXTERIOR 4 INTERIOR) OR RECONSTRUCT PER UL GRO_UNDW_ATER_____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DESIGN NO. U305 IN CONFORMANCE w/UL 263 STANDARDS ELEV. +I.q 1. SIDING AS PER SECTION UPON 2."TYVEK" HOUSE WRAP (OR EQUAL) UPON 3. L" DENS GLASS FIRE RATED SHEATHING (BLOCKING ® ALL PLYWOOD SEAMS) UPON SEGT10N I - I/A-501 SECTION 2-2/A-501 A 4.2"xb" STUDS ® I6" O.G. w/SHOE 4 DBL. TOP PLATE UPON 5. (1) 1" DENS GLAS5 FIRE RATED SHEATHING SCALE: 1/4" = I'-O" SCALE: 1/4" = P-0" 6.INSTALL ALL AS PER MANU. SPEG.'s 6.INSTALL CAVITY 4 CONTINUOUS INSULATION (WHEN APPLICABLE) AS PER SECTION 4 ENERGY TABLE Z 7. PROVIDE ALL NECESSARY TRIM FOR PROPER Z O INSTALLATION a 0 Z ? O m ao G J Z _ O m LL. � -i Q Q Z � O U ~ � Q m 0 Z m = O Z 2'-O" LAP Q ) Z z (TYP a w Z IL ON N - Q PROVIDE 3" (MIN.) GONG. COVER ---------- -- t -- r ZOF ALL REBAR P41THIN F. CN,' Q G FOUND. HALLS 4 F. CONC. FTG'S, PROVIDE STRAPPING 4 NAILING I I I z N AS PER CONNECTION 'D' IN --------I ----- -- O -----------�--- "TYPICAL NAILING/STRAPPING I O PROVIDE INSULATION REOUIREMENT5 FOR UPLIFT, BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" I I I VA PER ENERGY TABLE ON PAGE 6-003 ® EA. STUD. I I 0: (WHEN APPLICABLE) ----___-- --__ --�II-- N FLOOR SYSTEM AS NEW (2) 2"x6" P.T. SILL PLATES #5 REBAR (rrP) d I I I p 0 NOTED ON PLAN UPON SILL SEAL UPON COPPER TERMITE SHIELD fL III I I O p- II NEW 5/8"m HOOKED ANCHOR BOLTS ® 3q" O.G. w/ 3 50UARE MBAR(Np) Oi I I PROJECT: 1 N I WASHER 4 ENDNUT I I II i I KELLEY Z I ACCESSORY APT. i•� I� PROVIDE 3" (MIN.) GONG. COVER I I I OF ALL REBAR WITHIN P. GONG. I I II a FOUND. WALLS 4 P. GONG. FTG'S. PROVIDE STRAPPING 4 NAILING II, AS PER CONNECTION 'D' IN I i� "TYPICAL NAILING/STRAPPING #6 HOOKED VERT. I PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, REBAR ® 32" O.G. eIIA BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" 1265 BAY AVENUE IIA. ° PER ENERGY TABLE ON PAGE G-003 ® EA. STUD. MATTITUCK, NY 11952 II (WHEN APPLICABLE) CORNER GONNEGTION d I NEW (2) 2"xb" P.T. SILL PLATES I FLOOR SYSTEM AS UPON SILL SEAL UPON COPPER ° 1; NOTED ON PLAN TERMITE SHIELD DRAWING TITLE: ASPHALTIC, DAMPII : GRADE PROOFING TO EXTERIOR ° I� 11 - - I I I I NEW 5/6"m HOOKED ANCHOR #5 REBAR (TYP) 2'-O" LAP BUILDING SECTIONS 4i� ' 1 BOLTS ® 3q" O.G. w/ 3" SQUARE WASHER 4 ENDNUT (TYP') 5TRUGTURAL POST AS DESIGN DETAILS Q INDICATED IN STRUCTURAL -I \ ASPHALT DAMP FLOOR PLANS P. GONG. FOUND. WALL I 1 (MIN. 4,000 PSI) I - = z PROOFING TO EXTERIOR ------t- �"---I�'--------- #4 HOOKED VERT. t- • °f�\, °11 ° REBAR ® 48" O.G. 1 II Ir ------ NEW 6"xb" POST 4 °° 11 8 --_ PROP. P.T. BM. AS PROP. P.T. BM. AS 5/4"xb" P.T. NOTED ON PLANS NOTED ON PLANS DECK BOARDS P.T. DECK JOISTS AS NOTED ON PLANS EXTERIOR SHEATHING AS NEW SIMPSON GALV. AG4 NEW SIMPSON 6ALV. A04 PER SECTION NOTES a x REO'D SIDING MATERIAL AS Q /,-POST GAP (OR EQUAL) POST GAP (OR EQUAL) 5/4'� PER SECTION NOTES NEW 4"x4" P.T. POST NEW 4"x4" P.T. POST HEIGHT P.T. RISER ° ° 0 BUILDING PAPER 4 HOUSE WRAP W NEW SIMPSON GALV. ABA44Z NEW SIMP50N GALV. ABA44Z 5/4"xb" P.T. - - - - -- - - - - - - TO FULLY OVERLAP FLA5HIN& Lu POST BASE (OR EQUAL); POST BASE (OR EQUAL); DECK BOARDS J fB I NOTE: IF DISTANCE BETWEEN NOTE: IF DISTANCE BETWEEN 2"x BLOCKING ® EA. co DECK 4 GRADE PROHIBITS DECK 4 GRADE PROHIBITS 5TRIN6ER TO MATCH SIZE OF P.T. DECK JOISTS "Z" FLASHING a N IF INSTALLATION, BM. MAY P05T INSTALLATION, BM. MAY 5/4"x6" P.T. DECKING O Lr) P.T. DECK JOISTS PER BE INSTALLED DIRECTLY UPON P.T. DECK JOISTS PER BE INSTALLED DIRECTLY UPON N.O.N. ON PLAN/ b7 PLAN w/SIMP50N SIMPSON ABU46Z POST BASE. PLAN w/51MP50N SIMPSON ABU46Z POST BASE. GAP FOR SEGTION/DETAILS) O 6ALV. LUS26 HANGERS GALV. LUS26 HANGERS FASTEN STRINGER TO _ O 6A:ADE II GRADE 11' BLOGKIN& (MIN. 6 DRAINAGE _ -0 -- - - i 0f FASTENERS) O N z 8"(P '50NOTUBE' FILLED 11 ry NOSING - -- 0 — Ln ' U SOLID w/ P. GONG. a _ __ (MIN. 4,000 PSI) '1 z 2"x12" P.T. STRINGERS ® I6" °' .O 12'� SONOTUBE FILLED d. . 01111 - 4" THK. x 8" WIDE x WIDTH � .-- L) 11 11 O.G. (MIN. 5 STRINGERS ® � X N SOLID w/P. GONG. ` OF 57AIR P. GONG. PAD c 11 1 - I EA. STAIRWAY) O O 4 (MIN. 4,000 P51) ° Z O METAL DTT DECK TENSION m 11 O JOISTS AS PER PLAN FASTENED w/(2) ZTIE BY 'SIMPSON' (OR �r +-' N (2) #4 HOR. REBAR 1 I 2"x6" P.T. BLOCK IN BETWEEN 5/8" x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) C 0 O ca .. EA. STRINGER. FASTENED TO `r ' 1� LAG BOLTS ® 16" O.G. INTO MUD SILL 4 a y 1 .;(2) #5 BENT P. GONG. PAD w/ IQ/64" x m Q RIM BDWHEN ® FOUND. WALL FASTEN COUNTER ALL DEGKIN6 SHALL BE FASTENED 1 I 3-I/2' CONCRETE SCREWS BY _ r w/ COATED DEGKIN6 SCREWS BY FLASHING P.T. DECK JOIST I REBAR w/(2) 5SO R X 5' LONG APPROVED AS PER PLAN a IS xl8 xl2 P. GONG. PAD d I a "DECK MATE" (OR EQUAL) MASONRY ANCHORS ® I6" O.G. ° 8 FTG. (MIN. 4,000 PSI) a =-111 �� _ a GALIBURN' (OR EQUAL) - MIN. (5) 50REW5 PER BLOCK 0" MIN. tt1 FOUNDATION NALL-t::D\, n , GRADE GRADE W 8 8 LEDOER CONNECT 1 ON DF_TA 1 L ,4-401.00 EXTERIOR MOOD DEG< DDEC ,<� EXTERIOR MOOD DE < DE7A I L SCALE: I" = I'-O" •„ —j —0 -� EXTERIOR WOOD STAIR DETAIL 0 .- IA-40 1.00 SCALE: 3/4" = I'-o" A-401.00 SCALE: 3/4" = I'-o" A-401.00 SCALE: 3/4" = 1'-0" PROVIDE BEAM SPLICE CENTERED ABOVE COL. WHEN NOTED ON PLANS ' W W (4) 3/8" H.D.G. LAG BOLTS (PREDRILLED) NEW WHITE DUROLAST EPDM ROOF /-7 �\ U MEMBRANE (OR EQUAL); INSTALLATION, / \ LAPPING OF SEAMS, AND 5EALING OF _ 11 4'x4" P.T. P05T EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY — — — — — - — 1 )- — JAMES RIM (C I"X R SPEC.'S. PITCH TO SUTTER. COPING REQUIRE GALV. DRIP STOP EDGE. \ / I Q GEMENT TRIM (COLOR O / O TO BE SELECTE=D) STONE PAVERS ® SHOWER PERIMETER OF ROOF INSULATION — — — — - FLOOR (ALTERNATIVELY, WRAPPED IN VAPOR BARRIER 3/8" THK. PL. 'SIMPSON" ABA44 rWOOD PLANKS UPON NEW J" THK. PLYWOOD �4II 318° THK. H.D. Q ® COLUMN BASE / GRAVEL MAY BE USED) ROOF DEGKIN6 GALV. PL. NEW I" THK. RIGID INSULATION cV ADHERED TO DEGKIN6 6ALV. `t FINISHED GRADE DRIP-STOP G,AP PLATE 'A,' I I EDGE V'0 'SONOTUBE' FILLED TFOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE SOLID w/P. GONG, u: LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER (MIN. 4,000 P51) z a � as O m NEW " THK. GYP. BD. PROVIDE BEAM SPLICE PROVIDE INSULATION BETWEEN CAVITIES 8 Z PER ENERGY TABLE (WHEN APPLICABLE) CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG g 0 WHEN NOTED ON PLANS BOLTS (PREDRILLED) a z ROOF RAFTERS AS NOTED ON PLAN OUTDOOR SHOWER A-401.00 DETA I L � O I L T ROOD DT IL oz m SCALE: 3/4" 1'-0" �-401.00 = 1 u- Q SCALE: I I,-0„ — O OO — — — — m J =) O � a Z 3/5" THK. 1 I =o 4 �q 3/8" THK. H.D. o u. GALV. PL. z GAFF PLATE 'B' 5 m aw a. FOR CONNECTION OF57L. COL. TO (3) 1-3/4" WIDE y _o a LVL LUMBER OR (3) 2" WIDE OR (4) 2" WIDE z z ¢ o DIMENSIONAL LUMBER OR 5.25" WIDE PSL 2 z U) 2 8" TH 1 GAG RE I NFORGED CONCRETE o TRA= R NO SLAB �1 PROVIDE BEAM SPLICE8'� (4) 3/8" H.D.G. LAG � � ORA�SS CNII SHOULDER AREA (7T F.) 24" D I AYETER CAST IRON CENTERED ABOVE COL. WHEN NOTED ON PLANS BOLTS (PREDRILLED) ui N OR DEFINED SURFACE GOER INLET ORATE FRAME — — - - a � _ � N - O - - 1/21 PROJECT: -- - - - - - � -1 O KELLEY - - _ T ACCESSORY APT. FLOOR-- NOTED ON P,LANAS 3/8" THK. PL. �� q ' 318" THK. H.D. UA — I I—_I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ GALV. PL. F- Z OR G' (PER BEAM GONFIG.) FLOOR WOOD BEAM A5 NOTED ON PLAN G,4P PL,�TE 'G' 1265 BAY AVENUE ❑ ❑ I I I— WELDED TO COL.; SEE GAP MATTITUCK NY 11952 __ ❑ ❑ ❑ ❑ ❑ 1:1 ❑ PL. DETAILS f NEW 5-1/2" O.D. 50H 40 FOR CONNECTION OF 5TL. COL. TO (3) 1-3/4" WIDE LVL LIA NEW BASE PLATE 'A' HOT DIP 6ALV. 57L. COL. LUMBER OR (3) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL O El ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1:1 � _ WELDED TO COL.;SEE (ASTM A LA 5' PER LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-3/4" WIDE DRAWING TITLE: BASE PL. DETAILS FOR FOUND. PLAN BY SIMS - I7 F7 F-1 F7 El 7 I - BOLTING STEEL (OR EQUAL) LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER III ( NEW 4" P. DESIGN DETAILS PROVIDE GOLD JOINT GONG. SLAB AT GONG. SEAMS (TYP.) 0 Z 10 J GROUND LEACH I NO R I NO. SEE - 10_ I I PAGE: WATER GA�LGUL�4TIONS ON - - �n' I N �2 4 &RAVEL BASE a _ _ NEW (2) #5 HOR. S 1 TE PLAN FOR REG ILD — 3 I ( HORAREBAR (4)TOTAL) /4'I IA-40JmOO i ii i ii EFFECTIVE DEPTH DEEP P. GONG. 'PAD 2 —O D I AMMETER AS 2 -O FTG. (MIN. 4,000 PSI) COMPACTED FILL O O 3-I/2" O.D. 5r-,H. 40 HOl MIN. P R SITE FLAN MIN. COLUMN I=OOTINO DTIL (AS M A23) AS PER L. DATE: 02/02/24 g OF 12 R 12 CLEAN SAND OFA\/EL FILL A-401.00 SCALE: 3/4" = 1'-0" PLAN WELDED TO PL. 8"x8"x3/8" THK. 5TL. BASE PL. OO 1(4) 1/2" HOOKED ANCHC �,,s�ar4 STORM WATER DRYWELL DETA I L O BOLTS EMBEDDED INTG ° '` FOOTING MIN. 4" w/ OVE �'"" 3, AJ V i g U - OI.00 SCALE: I/2 I -O WASHER AND END NUT 4€r it - '�/•, " w - , I§ BASE PLATE 'A ' hep COLUMN BA5E AND CAP DETAIL A-401.00 SCALE: 3" = 1'-0" EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (LG. STL. Q W EXISTING TO REMAIN HEN APPLICABLE) 0 NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J co 5TL. WHEN APPLICABLE) m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL aa.' Ln © POST FOR 4" WALLS d) WOOD FRAME (L.G. STL. O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O C9 POST FOR 6" WALLS), U.O.N.NEN 2-HR FIfj WOOD FRAME(LRG.T°iTDL. p N O z O WHEN APPLICABLE) a 'cc ul) ,d c 2 X (V STRUCTURAL PLAN 'NOTES POST 8 COLUMN DESIGNATIONS: 0 O O 4- C1 POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O m Z r. AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY +-} a--+ Lo SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 0 N O cu O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 8 STANDARD Q .O-- p, ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENTS. ABOVE INDICATED POSTS/BEAMS. OSTACKED P05T/COLUMN: �� (2) 2"x4" POST (2) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. 3C, HOLDOWN (FOUNDATION TO IST FLOOR): A3 (3) 2"x4" POST g3 (3) 2"xb" POST HOLDOWN 'C' A5 PER PAGE 57-003 NEW UN-REINFORCED P. GONG. SLAB A4 (4) 2"x4" POST B4 (4) 2"xb" POST 4 1. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN.) GRAVEL BASE AS (5) :2-'x4-' POST B5 (5) 2"xb" POST 4J NEW REINFORCED P. GONG, 5LAB U 4B I. NEW 4" THK. P. GONG. SLAB w/E,"xb"-10/10 W.W.M. UPON 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 2. b MIL POLY VAPOR BARRIER UPON IJ 5TL. COL. (ASTM (��n 5TL. COL (ASTM n 1 3. 4" (MIN.) GRAVEL BASE LJ AI23) BY SIMS `"-' �u AI23) BY SIMS (D M I6"x8" DEEP P. GONG. CONTINUOUS FOOTING STEEL (OR E0.) STEEL (OR EO.) 4-j w 5A A5 PER DETAILS I/A-301, 2/A-301, 8 3/A-301. • 5B CONTINUOUS FOOTING (EXISTING-): + EXISTING Ib"x8" DEEP P. GONG. CONT. FTG. ASSUMED POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I. V.I.F. MIN. FTG. SIZE INDICATED ABOVE;CONTACT ARCHITECT IF FOUND OTHERWISE. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT 2.V.I.F. EXIST. FTG. EXTENDS 3'-0" MIN. BELOW GRADE, FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND OTHERWISE UNDERPIN FOOTING EXTENSION AS PER DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. T�1 DETAIL 2/A-301. 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION • SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (/1 OPAD FOOTING ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 6"x6" POST w/ SIMPSON PB66 POST BASE UPON 24"x24"x12" ENCOUNTERED. Q (�� DEEP P. GONG. PAD FOOTING AS PER DETAIL 4/A-301. 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. W ONEW ATTIC, AGGE55 - PULL DOYyN STAIR: I. MIN. 350 # CAPACITY 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT cl 2.SIZE TO FIT MECH. EQUIP. THROU&H OPENING (MIN. 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 22"x30") 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 3.DBL. FRAMING WHEN NEW OPENING CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT 5T-10" 4.INSTALL AS PER MANU. SPEG.'s NEED TO BE EPDXY COATED. 5. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55 W-6. I6'-4" 10'-0" ® FOUND POSTS FOR OUTSHOWf.R: b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. 4"x4" WD. P.T. POST 8 5"(P P. GONG. PIER AS PER DETAIL _ _ _ _ _ _ _ _ _ a/A-401. -I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, fFOUND 8 POSTS FOR WD. DECK._ COVERAGES, AND PLUMBNESS. 4 4"x4" WD. P.T. POST d 12"0 P. GONG. PIER � SB - - - - - - - - - - -SB � � AS PER DECK DETAIL 5/A-401. 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT `r 3'x3' GONGRET E. �t GONG. Z PAD Z � V 4O4NDDB F.T.POSTS POST FOR&4 DP. CONC. PIER UPON 18"x18"x12" m 6 ❑ - - Z9 DEEP P. GONG. FTG. AS PER DECK DETAIL 6/A-401. GONGETE - GOLD WEATHER POURING B CONCRETE MIXTURE A-401 _ GRAWLSPAGE A 301 in O ix H I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF FOR WOOD STAIRS ® GRADE: V Oq 4" THK. P. GONG. PAD &" WIDE x REO'D LENGTH UPON CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE 6" GRAVEL UNDER 2"x12" P.T. STAIR. STRINGERS ® HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. 3 ❑ MAX. I6" O.G., U.O.N. (MIN. 3 STRINGERS). 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. G _ I`---3'-10" NEW 2"x10" F.J. QQ SEE AL50 DETAIL -1/A-401. - - - - - - - - - - ® I6" O.G. 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: CONFORM TO AGI 306 - lo . _ - - _ - _ - O_ • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD I V ~ B SILL SEAL 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND L - - - - - - - - - - - - - - �• - - - - - 3C, Z • ANCHOR BOLTS AS PER PAGE G-003 SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO :° 10 ,. . a O • P. GONG. FOUND. WALL AS PER DETAIL I/A-301 TEMPERATURES WITHIN IO F OF CONCRETE. U. • P. GONG. FTG. AS PER DETAILS NOTED ABOVE - - - - - - - - - -°- - - - - - - - - - - - � ( Q • ASPHALTIC MASTIC DAMP PROOI°INC TO EXTERIOR 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I NEW 2"x10" F.J. cV Z Z • B.O. FOOTING 3'-0" BELOW GRADE MIN. REMOVE AS REO'D. p� 2 II x 5A • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN ® 16" O.G. ( x U1 APPLICABLE) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PROPOSED s ^+ b I m PROPOSED u 10 Z n. • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / PERMITTED WHEN NECESSARY. Q LAUNDRY ;� m MECHANICAL O O O STOOPS (WHEN APPLICABLE) r N Q • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET °7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER z AREA z p 1281 u AREA N N w p w FOR HEIGHT OF WALL 6 SLAB (WHEN APPLICABLE) AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I A-401 X 0 1 Z N 13 Z A-301 =O 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. L _ U u- � UNDERPINNING NOTE: I \-@-\ 4B 13 NEA 2"xIO" F.J. a'-8" II V.I.F. DEPTH OF EXIST. FOUND. WALL. FTG. 8 UNDERPIN NEW a• NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ® I6" O.G. 0 14 P. GONG. FTG. BENEATH IF REQUIRED PER NEW GONG. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 z 14 x� SLAB DEPTH ® BASEMENT PER DETAIL 2/A-301. `i N 4B (ASTM 04a4/C4a4M, TYPES G AND E). TYPICAL LEDGER BOARD: iII-I" iv d m I 3 c04 OI. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL NEW 2"x10" F.J. x PROPOSED J A-501 12 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAG BOL75 AREAS EXCEED ONE 50UARE INCH. ® I6" O.G. N Q BASEMENT Li- z _ - - - - - - _ - 5- Q p ® Ib" O.G. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED m NHEAS.F. 3. INSTALL H.D. GALV. JOIST HANGEiRS BY 'SIMPSON' (OR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS NEW (2) 2"x10" RIM JOIST I w ^UNF NISHED- ° O C - - - - - EQUAL) REACHED A COMPRESSIVE STRENGTH OF 800 PSI. z J 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 NEW (2) ABOVE BASEMENT ENTRY BENT OVER TOP EDGE OF LEDGE°R BD (EXTERIOR 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. - - - - - - - - - 12 2"xb" P.T. PROJECT: APPLICATION). 4B V x to 2'-b FLUSH BM. 5. 5EE DETAIL 8/A-401 (EXTERIOR APPLICATION). - 5 13 TYP. STL. COL.: 501L BEARING CAPACITY NOTE: •^ F ax �0 - 8B KELLEY 1 O 5EE NOTED DETAIL AS PER PLAN STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL O NEW (2) z Q 3 NEW (2) ~I a ACCESSORY APT. BEARING CAPACITY OF 1.0 TON/S.F. PAD FOOTING I 10 14 18"x18"x12" DEEP P. GONG. PAD FOOTING AS PERL - - - - - - - - - - - - J 2"x8" T. 2"x8" P.T. DETAIL 12-A/401 _ I FLUSH P.BM. �e� FLUSH BM. 3C, - - - - - - _ - - 8B SG 1265 BAY AVENUE NEW 2"xb.. a I O d, Q-Q 12 5 3C, P.T. D.J. Y o ® 16" O.C. MATTITUCK, NY 11952 • ° I � � �� Q A-401 _ ►� NEW (2) 2"xb" DRAWING TITLE: •' •• ,� z ®�P.T. FLUSH BM. � 4'-5" 8B aB PROPOSED STRUCTURAL PLAN a W-611- I6'-4" 10'-O" PAGE: PROPOSED FOUNDATION 57RUC-JURAL FLAN S-10 :1000 SCALE: 1/4" = I'-O" DATE: 02/02/24 10 OF 12 ;_D A �,'1 �t 0p Raw