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HomeMy WebLinkAbout50290-Z �o��OF SOUTyo!° Town of Southold P.O. Box 1179 c 53095 Main Rd i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45898 Date: 04/05/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 900 Private Rd #26 Southold,NY 11971 Sec/Block/Lot: 59.-9-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/08/2024 Pursuant to which Building Permit No. 50290 and dated: 02/02/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built" single-family dwelling with unfinished attic space over an attached garage and a front entry covered porch as applied for. The certificate is issued to: Stephen Mudd,Jennifer Mudd Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-21-1679 1/17/2025 ELECTRICAL CERTIFICATE: 50290 1/27/2025 PLUMBERS CERTIFICATION: Derek Hennessey 1/9/2025 1 A thori e i ature TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE oy • �� 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#: 50290 Date: 2/2/2024 Permission is hereby granted to: Mudd, Stephen 900 Private Rd #26 Southold, NY 11971 To: legalize "as built" single-family dwelling as applied for per SCHD approval. At premises located at: 900 Private Rd #26, Southold SCTM # 473889 Sec/Block/Lot# 59.-9-7 Pursuant to application dated 1/8/2024 and approved by the Building Inspector. To expire on 8/3/2025. Fees: CO-NEW DWELLING $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $4,710.40 Total: $4,810.40 Building Inspector OF SO!/r�,o! h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh southoldtownny.gov OiJNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Mudd Address: 900 Privare 26 Road city:Southold st: New York zip: 11971 Building Permit#: 50290 Section: 59 Block: 9 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Ftractor77 Lowell Electrical Electrician: Fred Fragola License No: ME-3211 SITE DETAILS Office Use Only Residential .X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 55 Ceiling Fixtures 21 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures $ Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 60 CO2 Detectors Sub Panel A/C Blower Range Recpt gas Ceiling Fan 3 Combo Smoke/CO 4 Transfer Switch UC Lights $ft Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 47 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: HOUSE Inspector Signature: Date: April 4, 2025 900 private 26 rd �F�aL A Town Hall Annex r`.�%tio\. 49Gy� Telephone(631)765-1802 54375 Main Road P.O.Box 1179 , Southold,NY 11971-0959 �'�°d'if� • a��r i V BUILDING DEPARTMENT JAN - 9 2025 TOWN OF SOUTHOLD L• BUILDING DEPt. 'TOWN OF SOtTHOLD01 CERTIFICATION f VDate: 7 14 Building Permit No. D 00- Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn tobefore me this day of�-+�1Mk Ov► , 20-a�� CONNIE D.BUNCH Notary public,State of New York �f No.01BU6165050 Qualified in Suffolk County Commission Expires April 14,2{%� Notary Public, County 1 Of SOUly�lo 7 q. - # # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O cnurm, 631-765-1802 INSPECTION [ ]- FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [/FISISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ TRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ?Avl ON 1 W y dVI ( flora lnzvrm�,�. DATE INSPECTORtxj�:�IVL OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. couffv, 631-765-1802 © ® ' INSPECTION KFOU NDATION 1ST / [ ] ROUGH PLBG. NDATION 2ND i� [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o DATE INSPECTORIf V-ff F% " OF SOUIyo # TOWN-OF SOUTHOLD BUILDING DEPT. �y000rmN�' 631-765-1802 o � INSPEC ION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 2ND [. ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS: O Alift i (A" hv A & DATE _ �'� INSPECTOR 0F SoUTyOlo �Q d / O 900 Pt i've14e o7(r/ # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [" ] FIRE.RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ . ] -ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Yo LL:s e DATE INSPECTOR how*OF SOUjyO� * * -TOWN OF SOUTHOLD BUILDING DEPT. coU�m,� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] GH PLBG. [ ]. FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE-C/O [ ] RENTAL REMARKS: C,66VA A441Q& vSc� q@n o DATE ANSPECTO , �o�,aoe soulyo6 # TOWN OF SOUTHOLD BUILDING DEPT. um, 631-765-1802 INSPECT[ON � a [ ] FOUNDATION 1 ST/ REBAR.- [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] I SULATIION/CAULKING ] FRAMING"/STRAPPING [ FINAL N [ ] ,FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] .ELECTRICAL (FINAL) [ ]- CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: l _ VF 10 � w A/ co Aw� &clvz vl%( woe6 -- *p AIMA DATE INSPECTOR SOUTyolo -- * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [14 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL REMARKS: 0� 100 In A k DATE la 30 INSPECTOR IkN-kt;4 w, T) pF SO(/T �)U6 7 U Z UJ rr#UVA C/ lz�A O-V # TOWN OF SOUTHOLD BUILDING DEPT. ��y000rm,�F`' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]' FOUNDATION 2ND [ ] -INSULATION/CAULKING �`[ RAIaI11vG73`TRi� TNr___.�.4 -['A FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ]- FIRE RESISTANT-PENETRATION [ .] ELECTRICAL (ROUGH) [ '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:. u52 M�[-45 1-1 4a&vl&V nea grZ j0lrl49C464 bol- 101 Ci iLVL 6eck twt (A " , amr 0 Out •e,� �w A' c "Y- plr4ecA i o LA bovLa a_ wcc�er 64A L)aaum. DATE ` 04 o'6 INSPECTOR January 26,2025 Town of Southold Building Department Southold Town Annex Main Road Southold, NY 11971 RE: New House 900 Private Road 26,Southold Building Inspector, This letter is to affirm that we,Steven&Jennifer Mudd,homeowners,acknowledge that we are required by code to stablize the soil on our property to prevent runoff onto surrounding lands. It is our intention to plant grass seed and landscaping around our home in the spring when the weather is warmer and the ground is thawed. We can provide photo documentation for our house file of this landscaping once seeding is established and beginning to grow. Please let us know if anything additional is requried to satisfy this aspect of the Southold Town Code. Thank you for your consideration as we complete the build of our new home. Steuart d PAnq�ii Atudd D FmCRU'VE J A N 2 7 2025 IItM-'IFhtI-mrPT- TOWN OF .>. 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FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) l Y �r✓'Q,, N -------------------------------------- FOUNDATION (2ND) VRriIQ/ Q O 0 VnVIAA5-4-�lz Kit CAN � ROUGH FRAMING& y PLUMBING I 1 V o yCA' i'Vr, lk (A)A1t�✓1 r INSULATION PER N.Y. STATE ENERGY CODE eSk Orl � e zn a (o 4- fx+- e,n,UEv� FINAL77 Tom- is s -e�vo-e Ln t. Cl 0 2✓ ADDITIONAL COMMENTS 6 Qw 9 • 23 . 24 o s b N3 c� z 1 � x � d b o�o�guFfOlK�oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971- 0959 �y�o• �ao� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT E For Office Use Only nn J AN - 8 2024 PERMIT NO. �V� I Building Inspector: Applications and forms must be filled out in their entirety.Incomplete lete jllding ":•'sC>L"�iit�g� applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page2)'shall be completed. Date:1-8-2024 OWNER(S)OF PROPERTY': Name:Jennifer Mudd SCTM#1000-59-09-07 Project Address:g00 Private Road #26 Southold NY 11971 Phone#:631-644-5235 J Email:smithj0622@amail.com Mailing Address:g00 Private Road #26 Southold NY 11971 'CONTACT PERSON: • Name:Mathew Smith Mailing Address:P.0 Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.0 Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email'apo!f o@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other NEW 2 STORY SINGLE FAMILY RESIDENCE WITH ATTACHED 2 CAR GARAGE $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES,PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. 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 hereln described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements.made herein are punishable as a Class,A misdemeanor pursuant to Section 210AS of the New York State Penal taw. Application Submitted By(print nam )• ElAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF SR+kl(V—) I v i Ct�l� �Jl� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above 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 knowl dge and belief;and that the work will be performed in the manner set forth in the application file therewith.=H.TAN BARBY Sworn before me this Notary Public,State Of Now We No. 01 TA6086001 Qualified In Suffolk County day of� ,20 Qpmmi-munn Expires ,0 •Z0a7 Notary Public OWERT,OWNER AUTHORIZATION; (Where the applicant is not the owner) ,, Jennifer M. Mudd residing at 1165 Founders Path Southold, NY do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. • 1/5/2024 rOw, "„nets Aignatu a Date Jennifer M. Mudd �P�int Owne`�'s Name} 2 ;� &Q¢ BUILDING DEPARTMENT-Electncal'lnspector TOWN.OF SOUTHOLD.. Town..Hall.Annex...- 54375 Main Road PO Box 117.9: .Southold, New York:11971 0959 ON a` Telephone (631);765-1802 = FAX (63:1)765 9502: roger( outholdtownnv aov seandCc�sautholdtownny qov. .. APPLICATION FOR;ELECTRICAL.INSPECIIGN ELECTRICIAN INFORMATION.(Aii information Date, Company Name: & / - _.. Name: License No.: 02 !0 ^ ail: ��... .7 _ �. c"fite Address: Phone No.: - ,S / JOB SITE INFORMATION (All'lriformation Required). Name:. Address: D ... Cross Street: v `}a Phone No:: Bldg.Permit#: � LSD email: Tax Map District: . 1000. Section: Block: I.0t. .. . .. BR E DESCRIPTION Of WORK (Please dht-Clearl 1-7 Circle.All:That.Apply . Is job,ready for inspectidn?: YE =RoudghlnFih6l Do you need a Temp Certificate?: YESONO Issued'An Temp Informal on: (All information-required) Service Si 1 Ph - 3 Ph Size: dD� A #Meters .Old Meter#: New Service- Fire: :eeonnect- Flood Reconnect- Service Reconnect d:-Underground-Overli.ead. #Underground Lateral 1 2 H Frame .Pole .. :Work do.rie'on Service? Y N Addiit oval Informa#ion:; i. PAYMENT:QUE WITH APPLICATION. ;. q�2 3 2� cm aL Regpest for InS... .... Fotm.xls �so�Foc,�oo �O Gy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate Date .n , 2024 Customer Nam 7,'M"J41 Electrician Name 14W4111.eC ;e COnkt • Addressey Sv Phone G3/ • GS3f• 177 e-mail e-mail e. 1-ele,r—ar— 4/ fkWi , c Phone License# 3.2//M Size g266 A Phase / Overhead Underground 00" #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by 0FF04.:` � BUILDING DEPARTMENT Electeical Inspector TOWN OF SOUTHOLD. c,• -`� Town Hall.Annex- 54375 [lain Road.= PO Box 1179 Southold, New York 1101-0959 Telephone (631) 765-1802 FAX (631)'765-9502: rog6rr@s�outholdtowbny.gov seand(a)_southoldtownny.gov. APPLICATION FOR;ELECTRI'CAL INSPECTION " ELECTRICIAN INFORMATION (Ali(nforr'at'ion:Required) Date; �-14le L'? Company Name: �. /�/ _ Name: License No.: r email: .,7 Address: ar (off Phone No.: — ,r t JOB SITE MFORMATION (All information Required) Name: E 7 : . �l/� t►�-�Eir/it! l /40�14 Address p Cross Street: v `� Phone No.: Bldg.Permit#: email: ` Tax Map District: 1000 Section: Block:. Lot:. BRLEF DESCRIPTI:ON OF'WORK (Please Tint Clearl Circle All That.Apply:. Is.job'ready for inspection?: YE =1nFinal Do you need a Temp Certificate?: YES NO Issuedbri .Temp-'lnf.ormation: (All information,required) Service Si : -1 Ph 3 Ph Size: A #Meters. Old MeterJ#.. . .. New Service- Fire. econnect- Flood Reconnect- Service Reconnect d- Underground Overheacl. # Underground Lateral 202 H Frame - :.Pole :' Workdone_.on Service?: Y ' N Additional Information.: PAYMENT DUE WITH APPLICATION : aA oc o � - Reypest for trispection Fortn,xls M�n^ � LL �� �,c �L fry ii ce. PERMIT# Address: Switches � '�" '�i '` 11 , 1ld G F I's Surface SconcesIX H H s � UC Lts Fridge HW POOL Panel ' Fans Mini Fr. W/D Pump Exhaust l Oven aS Sump Heater Trnsfmr Smokes � DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cooktop Minisplit Blower ACC AH Hood Blower Service Amps JM Have Used Sub Amps Have Used Commentspafto g I A/C C-ovtid Q vt5or (Ai.iAC_A-.66 All t o t M* Mal C,0(40,15 IOL46 kw -VW& rr)-�-r J� 0 77 rn`��5 i � cot�pr OYL �AO�C %w suF�Y . Scott A. Russell k ST�O�][�1��] WA'7[']E]E SUPERVISOR AKANA(Gi]EMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL:FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME;. Anthony ortillo (AMP Architecture) Date: cPr^) 1-8-2024 ISi°natu[et _ _ Contact Information: msmith(cr_am parch itect.com lE-tad d Telephone Numbed — 631-603-9092 Property Address / Location of Construction Site: 900 Private 26 Rd, Southold, NY 11971 S.C.T.M. #: 1000 District 59 09 07 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ❑- Area of Disturbance is less than 1 Acre_ No S.P.D.E.S. Permit is Required! Project does Not Discharge to Waters of the State. No S.P D:E:S.Pe�imit'is I2etluired!, n ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. � THE APPLICANT MUST OBTAIN,a S.P.D.E.S..Permit _DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.. ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. .THE APPLICANT MUST OBTAIN a S.P D.E.S.Permit through.the Southold Town Engineering Department Prior to Issuance of a Building Permit.. t Reviewed By:, V�'1 Date: . � �� � ' Rl1R M # CM('P-T(11,(lrtnhcr 901 A c6 V4 q d ~� � N� U� Architecture A���:lozon Main n�d.Unit 3�Mo�i�oxm,neoz ~ ~ ^ ~ ~ ' `' ^~' ' ' ~^~^~ ^^~' ~^ phone:(516)21+0160 Design Build | u�S|O� f ui]|/u / ' \Y �z Dec 2l*'2023 -- `-� `-'L-'u « c� > / - /6N - � �O�� -' ' ^.=, Town of Southold P.O Boxll79 Southold NYll87 RE: Mudd move Residence ~ 900 Private Rd #26 Southold, NYll97l Tax Map#:lOOO-59-09-O7 Plan Examiner, � Please see attached Revised Drawings which have changed the overall design of the house. Please contact our office if you have any questions. Thankyou, Anthony Porti||o. RA, LEEDAP J Page 1of1 of so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Stephen Mudd 900 Private Road #26 Southold, New York 11971 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 900 Private Road #26, Southold, New York 11971 TAX MAP NUMBER: 1000-59.-9-7 Pursuant to Section §144-8 A(1)of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction without first obtaining a Building Permit. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When a Building Permit has been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE t PUNISHABLE BY FINE, IMPRISONMENT OR BOTH, DATE: 1/22/2024 1. OTH hnt)2 (Uoild eniector IT SHALL BE UNLAWFUL TO REMOVENUT WRITTEN CONSENT OF THE ISSUING AGENCY. i ` JuLly,26,2021 PROJECT / ZONING DATA NOTE: allE LAYOUT NOTES: TEST HOLE#2 DATA I. FLOOD MAP DATA: I. THIS 15 AN ARCHITECTS SITE PLAN 4 15 4 MCDONALD&EOSERvICES TAX MAP # MAP #: 5610500154H 5UBJECT TO VERIFICATION BY A LICENSED MAP DATE: 041/25/2001 R-aO NON-CONFORMING FLOOD ZONE: X SOUTHOLD,NY' Ilerl SURVEYOR. THE INFORMATION titiZONING DISTRICT REPRESENTED ON THIS SITE PLAN 15 TO THE LOT AREA 1.5 ACRES 2. SITE PROTECTION/SILT FENCING TO BE ARCHITECTS BEST OF KNOWLEDGE. OL PARK BROWN LOAM INSTALLED AS REQUIRED BY THE TOWN OF 2. 5URVEY INFORMATION HAS OBTAINED Uj SOUTHOLD. LU SUFFOLK COUNTY HD APPROVAL -7cl R-21-16 FROM A SURVEY MATED APRIL 1-7, 2021 AND PREPARED BY: CU i� C0 5. 5URFACE HATERS OR WETLANDS ARE NOT LOCATED WITHIN 500' OF THE PROPERTY. T COVERAGE LOCATED R. HICKS C\1 L0 4. ELEVATIONS REFERENCE NAVD lcle>5N.Y. STATE LAND SURVEYOR 961 LOT LIC. #0510.25 0 DESCRIPTION (FOOTPRINT) AREA T- 0 14 TRAINOR AVENUE r COVERAGE 5. ALL HELLS LOCATED WITHIN 150' OF 4-J C-0 101 CENTER MORICHES, N.Y. IIc154 SUBJECT PROPERTY LINES ARE DEPICTED -7.0 S.F. (651) 405-e>[Oa C: Z 0 F5­U5jEr-T FROFF-IRTY cL SANDY CLAY TOTAL LOT AREA ON SITE PLAN. a- .- , co PROPOSED DWELLING 2,451.2 S.F. 4.3% C\j 4-J PROPOSED FRONT COVERED 0 0 -z Q0 0.25;0 0 PORCH 4-J U-) 126.0 S.F. 4-J C\1 co PROPOSED V400D REAP, DECK, 545.0 S.F. 0.6901 C V__0 PROPOSED CONC. PAD e?1.1 VNELLINO S.F. 0.1% NE10HBORINC < Cl�LTOTAL AREA OF ALL STRUCTURES 5005. S.F. 5.5%------- -- __-- i - AERIAL PHOTO "MAXIMUM LOT COVERAGE ALLOWED - 20% SCALE: NT5 LOT HI/ ACQUIRED 5M 5IL7'r SAIBROI14NND DEVELOPMENT RIGHTS (NO HELLS VISIBLE WITHIN 15ol) DHELLINC, H1 EXIST. 70 DR"rAELL/PRAINA0E STRUCTURE NOTE: NELL STOPPER OR SLATE OR OTHER STOPPER OR PRIVATE END PLUG SUITABLE COVER END PLUG A MINIMUM 10' SEPARATION 15 N 35044'4011 WELL WATER 0 V V V W \V y V REOUIRED BETWEEN HATER SERVICE 7-'77 LINE/LATERAL5/MAIN5/5EPTIr,/LEArHINO �j' N; al 0.- -I , e "' 77� Lli Li 77- M -NER AND THE EDGE OF ALL /5r N� SEWE� PIPE > 5TORMNATER DRAINAOE LEACHINO 77- 21.0' 7 -7/_ KATEp Ag IN eRoM oW Qi SILTY SAW > STRUCTURES 77 45� ELBOWS ELBOW 26.01 V,eu e �' I "e�, X, K; 1-t DRAINAGE/PIPING NOTE: 30' ELBOW :�" , w Mf Ln Cz 'z" el V'4' _n TEST- 0 A MINIMUM 5' SEPARATION 15 HOLE 0:2- E.P. I - -1 _�7 ) '? �Z'�% ' I HATER IN PALE .2 ,, ��­ ��'t- 45* ELBOWREQUIRED BETWEEN HATER SERVICE /�,5P V/ eRom PINE To Z 60' WYE RE (i ��//7 MEDIUM SAID ALTERNATE "A' ALTERNATE 'B" CO CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC LINE/LATEFZAL5/MAIN5 AND THE EDOE U) OF ALL 570RMNA7ER DRAINAGE NON-LEACHING STRUCTURES 54.0'U//,/,/ NEW NEW IN ALL VIEWS, ALTERNATE "A" IS FOR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CONNECTION ZE5 AND COMMENTS, KATER I!N00UNTEIeM 21' DRYIAELL' L.F. MIN. L.P. (D IA550CIATF-D PIPING. BELON SUR.FArE A I I PROF. HATER SUPPLY LINE FROM NEW PROF. WELL; TO MAINTAIN IO' MIN. C] GLEAN-OUT DF-7A I L S.T. SEPARATION FROM SEWAGE DISPOSAL SYSTEM 50ALE: NTS C/o SETBACK FROM HELL PROF. LINE OF 100, SE TANK.) SETBACK, TO PROPANE WELL 0 PROPOSED HATER WELL TO BE < MINIMUM 150' FROM PROPOSED LU V SEPTIC SYSTEM AND EXISTING ;2! > 2 z PROF. FROFOSED SEF71C,, 5��57D� r7)E7A1L NEIGHBORING SEPTIC SYSTEMS. PERVIOUS S --- CONTRACTOR TO VERIFY Q NEW NOT TO SCALE U DRIVEWAY iii ILI U z MARK-OUT NEIGHBORING SEPTIC(5) BEDROOM Ir- ILI SYSTEMS PRIOR TO WELL DWELLING z -1 ly V/ 0 LL INSTALLATION; CONTACT 4" HOUSE COVER TO HEAVY DUTY < 14 GRADE IF 'T' 15_� ARCHITECT IF PROPOSED WELL MAIN DRAIN LOCKING CAST IRON I LOCATION DOES NOT CONFORM, Z USED ON INLET COVER TO GRADE w 6 __ ____1 7�b PROF. b , DPYI,11!LL\ FROF. 5URIEM ELECTIR,10 LINE; TO D tu MAINTAIN 5' MIN. SEPARATION AVG. GRADE EL. 51.5 5% MAXIMUM SLOPE 10, O FROM SEWAGE D15PCSAL PROF. 1 2 STORY FRAME MIN. 2'Max. J, SYSTEM 4 HATER SUPPLY ":. '2' MAX. fJ MIN. 4" MIA. LINE Mi 5PR 55 PVC PROF. F.F. EL. 53.41 X MIN. O� ELECT. sERviop 0 _3F_ - - MIN. 4" VIA. MIN. PITCH FLOW LINE CROSSOVER 0 21� b z a. MIN. 4' D R EOUIV. PROF OARAOE EL. 51.6 w 5DIR 55 PVC OR rouiv. < z :FIFE 50.01 LLJ 1500 12 OR 17OUIV. CONC. 5-AB 0 ILL MAKE PROF' 'T' X tu MIN. PITCH 4":1' tu 5MR 55 PVC BASEMENT GALLON < ACCESSIBLE FOR ,... . I \\ ------ EL. 24.1' SEPTIC PROF. i-- RYNELL z MAINTENANCE V OAS SERVICE 0 TANK LEACHING POOL 1U.. (ri P, 20, ejE)E e7_ 5AC-< PROF. z PERVIOUS U) z X F 9z PROP. GAS VENAY 0 0 1000 „''• 1 / / SUPPLY LINE PROF. EL.=25101' SEPTIC TANK ( GALLON BURIED 1) PROPANE TANK 1,076.20' TO LU J SOUNDVIEN Cf) I. MINIMUM SEPTIC, CAPACITY FORA 5 BEDROOM HOUSE 15 1,500 GALLONS Hl 40 S.F. LIQUID AREA. AVE CNI (1) V0 SEPTIC TANK H/ 5' EFFECTIVE DEPTH PROVIDES CAL. CAPACITY 4 44 S.F. LIQUID ------- LU 00- D AREA. '4620" E 544 2. CONCRETE SHALL HAVE A MINIMUM COMPRE551VE 57REN5TH OF 5,000 P51 AT 2e> DAYS. 5. TANK SHALL HAVE MIN. WALL THICKNESS OF 5", TOP THICKNE55 OF 6", AND BOTTOM THICKNESS OF 4". r4 J. 4. ALL WALLS, BOTTOM, AND TOP SHALL CONTAIN REINFORCINC, To RESIST AN APPLIED FORCE OF 500 FSF. , ROF WAYS PROJECT- - TANK 15 kqAMRTI6HT 5. ALL JOINTS SHALL BE SEALED 50 T-4AT THE 0 COUNTY OF SUFFOLK 6. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF :1:1/4") C 8 a TAX MAP LOT ON A MINIMUM 5" THICK BED OF COMPACTED SAND OR F'-"-:A GRAVEL. MUDD T. A 10' MIN. DISTANCE BETNEENSEPTIO TANK AND HOUSE SHALL BE MAINTAINED. REPLACE EXIST. SOIL 15 7� 1 -0-1 RESIDENCE H/ CLEAN SAND 'k-A LEACHING FOOLS (2) COLLAR SURROUNDING L.P WHERE EXIST. SAND 4 GRAVEL (5F/5N) 1. LEACHING SYSTEM FORA 5-6 BEDROOM RESIDENCE SHALL PROVIDE 400 FT2 SIDE-WALL AREA LAYER NOT PRESENT (2) VO x e>' (EFFECTIVE DEPTH) LEACHING FOOLS PROVIDE 400 FT2 SIDE-WALL AREA (SEE TEST HOLE) J01 3 2024 900 PRIVATE ROAD #26 (1) V0 x V (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPANSION SOUTHOLD, N.Y. 11971 2. LEACHING FOOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EOUAL). r 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). DRAWING TITLE: 4. A 10' MIN. DISTANCE BETWEEN LEACHINO POOLS AND WA-ER LINE SHALL BE MAINTAINED. SITE PLAN 5. AN VMIN. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC, TANK SHALL BE MAINTAINED. DWELLINGW PRIVATE PROPOSED SEPTIC SYSTEM EXIST. WELL HATER go NOTES SUFFOLK C.,0UN7*r HEALTH DEPARTMENT AFf='RC\/AL SITE PLAN WELL H.S. REFEREN r-.,E NO.: SCALE: 1'-0" = 201-011 - MINIMUM SEWAGE DISPOSAL SYSTEM PE515N REQUIREMENTS: 8. Water testing: Seal tank;fill tank with water to outlet invert --- PAGE: elevation, let stand for 24 hours. Refill the, tank to the outlet invert 6. All joints shall be scaled so that the tank is watertight. See Section 5. All outlets from the septic tank must be provided with an IS" cop "T" 1. Septic tanks shall be constructed of precast concrete, fiberglass, after the 24-hour period is complete. Let the tank stand for on 5-114, 5.10. Tanks that are cost in place require prior approval from the or equivalent approved baffle extending into the 115 of the, Sept tank 13 polyethylene,polypropylene, thermoplastics, or other materials In additional 10-hour period. The tank is approved if Hater level Is held Department and must be certified by a Licensed Professional Engineer, liquid depth. 505 deflection baffles are, recommended for Instobtlon accordance with Department standards and ION'T`CRR, Appendix '75-A. for the. 10-hour period. Hater pressure testing Is recommended to be At a minimum, the floor and Halls of a concrete tank must be be low each effluent drop "r". EXCAVATION INSPECTION REQUIRED sr-10IM00 SUFFOLK COUNTY DEPARTMENT OF HiEALTH SERVICES The use, of steel tanks is prohibited. clone on5ite after Installation. monolithically poured. 4. A distribution box/manhole or distribution leaching Structure sh'll be 2. Unless otherwise Specified, the leaching structure/system that follows 41. Septic, tank manufacturers shall provide a label e non-corrosive '7. Whenever practical, concrete septic, tanks shall not be located within required for all systems with more than (5) leaching structures uress on FOR SANITARY SYSTEM PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 0 septic, tank shall be designed in accordance with Section 5-1017 and material In a prominent location at each access opening to warn that groundwater. For Installations that are placed within groundwater, the alternative design is approved by the Department. 5-110 of this Standard. "entrance Into tank may be fatal". �ottom and 51cle, portions, up to 15 inches above highest DATE: 12/18/23 1 OF I N 1h a Ly c.ll recorded/expected groundwater elevation,e the septic. tank shall be 5. The top of the septic. tank shall not be, located greater than :.5 feet By HEALTH DEPARTMENT SINGLE FAMILY RESIDENCE O 5. At a minimum,a septic torks Shall have 20-Inch covered access PRE-CA5T CONCRETE SEPTIC TANK CONSTRUCTION REOUIREMENTS: monolithically constructed. In cases where this is not practicable, the or less than one foot below final grade. openings within 12" of grade or to grade located over the, Inlet and septic, tank shall be Hater-proofed up to 15 Inches above the highest outlet, respectively. Covers shall be either 20-Inch diameter watertight 1. Reinforced concrete, Shall have a minimum compressive strength of recorded lexpeated groundwater elevation and leak tested to ensure 6. At a minimum, all sampling manholes shall have 20-Inch covered and insect-proof locking east Iron covers or thermoplastic covers at 5,000 pounds per square inch (psi) at 2e-cloys set. tightness prior to operation. orleless openings to grade, located over the Inlet and outlet. Goers final grade,. All covers and chimneys/risers shall be designed In shall be either 20-Inch diameter watertight and Insect-proof loc-iing accordance with section 5-111 of this standard. 2. Hall thickness shall be a minimum of three Inches unless the design 8. In cases when concrete tanks are installed In groundwater, the cost iron covers or thermoplastic covers at final grade. All covers Water lines must be inspected by the has been certified by a New York Licensed Professional Engineer as design professional shall submit buoyancy calculations to prove the shall be designed In accordonce, with section 5-111 of this standard. 4. When a septic, tank is approved to be Installed in a driveway or complying with all appropriate requirements for thin wall construction.All Height of the tank (,41th or without anchoring or the addition of ballast) Suffolk County Dept. of Health Services. e E)A parking area, the unit Shall be designed and/or Installed to withstand walls, bottom and top shall contain reinforcing to resist on applied will be at least 1.5 times more than the Height of the Hater displaced. '7. When sampling manholes are approved to be Installed in a H5-20 or H-20 loading as designated by AASHTO. force of 500 pounds per Square foot (Psf). The buoyancy calculations Shall be, clone using highest driven or parking area, the manhole Shall be designed to be &10. ring to meet the, requirements of AA5HTO H-20 or -5754, 48 hours in 0 DATE 9/16/2021 H .S. EF. 1V R-21 -1679 expected/recorded groundwater elevation with the tank empty. Soil traffic, 00 Call (631) 852 S. Septic tanks shall be watertight and constructed of sound and 5. Pre-cast concrete sections shall be Sealed with one (1) Inch butyl cover on top of the tank(s) shall not be considered when determining H5-20 loading. durable materials that are not Subject to excessive corrosion or rubber joint sealant which conforms to ASTM 0-01410. the amount of anchoring or ballast Height required. advance, to schedule inspection(s),. APPROVED decoy. The, outlet invert elevation Shall be a minimum of 0.1 foot 4. Septic tanks Shall have (2) compartments. Single unit septle, tanks SEPTIC TANK INSTALLATION STANDARDS: below the Inlet invert elevation at Sampling manholes and 6. All tanks must be watertight. Two methods of ensuring tanks are shall be. divided into two compartments by a transverse Hall. The first distribution boxes. watertight shall be, either vacuum testing or Hater pressure testing compartment shall have a liquid volume of 50-75% of the required liquid I. Install Septic tanks according to manufacturer's recommendotlorIS While REVISED PLANS APPROVED - 1/1/2024 FOR IVIAXIMUM OF 5 13EDROOMS methods as follows: volume and total system capacity. conforming with these standard. All applicable recommendations cl. Sampling manholes shall have an inside diameter of 2 feet or 9 23740'5 0 '7. Vacuum testing: Seal the empty tank and apply a vacuum to four (4) 5. All sewer pipes shall penetrate the vertical sideHoll of the tank and provided by the manufacturer shall be, implemented. on Inside area of 2 foot by 2 foot. PERMIT EXPIRES - 9/16/2024 lnches(100mm) of mercury. e tank is approved if c10% of vacuum Is shall be scaled ;,41th grout or other means acceptable to the 2. The, septic, tank shall be installed at level in oil directions (with a 10. All sewer pipe penetrations in the sampling manhole shall be EXPIRES THREE YEARS F �pfi NEB ROM DATE OF APPROVAL Thheld for tHo minutes. Department such as watertight sealed flexible joint and the pipe maximum tolerance in any direction of +/one quarter Inch) on a minimum watertight. gasket fostered to the pipe with stainless Steel retractable clamp(s). 5-Inch thick bed of properly leveled and comported sand (free from rocks) or pea gravel. MUDD FOUNDATION LOCATION SI T UA TE SOUTHOLD O�s O r TOWN OF SOUTHOLD o � � SUFFOLK COUNTY, NEW YORK .�� S.C. TAX No. 1000-59-09-07 SCALE 1 "=3 ' o .0 FEBRUARY 28, 2024 S AREA = 56,966 sq. ft. 1.308 ac. �tK \\ p,, \ \ \ JJ \ F `` \ �oe �QF �I9e f' C., - - - - "i� P Ted 66h/ sSZe \ UNALITHORRED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF ►� SECTION 7209 OF THE NEW YORK STATE \ EDUCATION LAW. \ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNED OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. d.�0�, I� ���1�j� AND/OR EXISTENCE EASEM NTS RIGHT OF RECO DWAYS F 5�4' ANY, NOT SHOWN ARE NOT GUARANTEED. PREPA STANDARDIiN�CARQA►JC�THE MINIMUM HI Nathan Taft Corwin III STANDARDS FO �TAA$yJ�LQQL-5t1{� ESiABUSHED p 9 FOR S-UTHECH� B1UTi� N�� LAND Land Surveyor TITT� ��Q'�•'�(pFf COj�•�i 'A �i Y tl Co 9 ? Successor To: Stanley J. Isaksen, Jr. LS. •� �c * z Joseph A. Ingegno LS. S r / '- _ Title Surveys — Subdivisions — Site Plans — Construction Layout i '. N •'�s PHONE (631)727-2090 Fax (631)727-1727 �s �504 %6� J MAILING ADDRESS ®e Q % OMCES LOCATED AT LAND `'%%%% 1566 Main Road James port, NBoxY16 11947 //IIIi11���A Jamesport, New York 11947 P Uic. No. 50467 E—Mail: NCorwin3*aol.com -266A 1'1:Pl' SURVEY OF PROPERTY SOUTH OLD -►' TOWN Of SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000�p 9-09-07 SCALE gs� FE13RUARY 28. 202A JANUARY E, 2025 FINAL SuRvEY i ARF4 : 5R,95U sq o t.3a?D ac. t wr- r 'Plos r� tt J� dOp r � • i • ` ° AM0VA60P t�J)W0R18 0R ASINOLE FAMY RESIDENCE 1 �tid f t 'b+ coft•^^m Its.Ra N. tn � 71-wnp d'�aMriw°.r ,�►� )A.r 1 ti �D. *In,.+.wler..Iiw erfM O�wIYwM�v�..�i,rr� J � • i Mw+w�a�ora��wotwNOF--,l�C6laooua r', s°' •:Y `y� �ib .r.�,�b orwa inane: N. M t Ira �s .� �,..�,ti•a f I ` 1 ♦ L R \N j� `mow-.i•�-�'' ?1•��' 4 { �l 1-0 +w� \ It �, t 1'S sn..•..a..r.,,.wat M.YI fA.e+-1 1-IJ 1t J, hma It.�e iJJ rRt S11�' -oww p-cw-P..ar w r.,r�-n b M lrwl R M SLsYIC mirm mr mwL•AfwrkTS .s•.. —v ru ifs.w CG6RrLR A cN°VSCR� oZ •J"'4t M .a.S.C—Am Wr o.&MIMM 6 owurT core 195 •o�owQ ��� t { ft WON" COVEN IiG bS• ?1` ' �1 f"v� enn *"e�a.rri° Nathan Taft Gn�vir� 111 G =u�'.sf w v�.'—"al.%a wi IM 4 =� Land Surveyor '"v'�• ��� �I��'►r �`r,..?�'t - - �..,c;r.r.n ns.w J rr>•a r r+ _ •r to s«.Iw-%00—- sw ft...- cww �''fti�� �► Rai p�sl)aia-'ir"ka ra{�•)*:7-�?ta VIM LXM Ar wtftir UE+ISf Ara M.w o.+t 'D.sw.,It nsf, I , .ate i�+M-t Iw.amti�1Na �+Y�L 43 � j N,1 tN ao_,�aga f-WeR w..w�nMvaal* i} PLUMBER CERTIFICATIO, AP PA VED AS NOTED ON LEAD CONTENT BEFOf twmc• B p# (� CERTIFICATE OF OCCUPA11 FEE Y.- SOLDER USED IN WATER NOTIFY BUILDING DEPARTME SUPPLY SYSTEM CANN'- TAT EXCEED 2/1 D OF 1% L 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION-TWO RE01"Trn FOR POURED CONCRF— 2. ROUGH-FRAMING& PL._ 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. TE- ALL CONSTRUCTION SHALL MEET THE &WATEPLUMR LINES V�NN NEED &V'�ATCr� LIKES NrsED REQUIREMENTS OF THE CODES OF NEW TEST!NG P.ti FCRr CC: FP'NtG YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF i ELECAL 1 NEW YORK STATE&TOWN CODES NSS�E�TIO RIR! �`0`l F"0 AS REQUIRED AND CONDITIONS OF S C"' -RUSS PLACARDING REQUIRED DARD ---_.SOr'M=WTMTEES —SCOLD HPC DO NOT PROCEED:WITH SCHD AT01NG UNTIL SURVEY,. OFFOUNDATION LOCATION HAS BcEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL Blower door and ductwork kMITNOUT CERTIFICA~ testing required. OF OCCUPANCY Must provide Manuals D, J and S as per NYS Energy Code RETA"N STORM WATER RUNOFF PURSUANT TO CHAPTER 236 All exterior lighting ;)r THE TOWN CODE. installed, replaced or repaired shall conform to Chapter 172 of the Town Code MYI NOUV000-4 'G A*N 3N1 d0 60ZG 'O-4S d0 NO11H70/A d SI SIN-4IN/1000 Og1H7� ON/ONIMVIYa 9/91 Ol N0111aaV?10 NOUVW917d 03z1210N1mmn 'bzOz'0�'z I :area p94oN sy :Pleas 965S-LSt7-915 • 1-10AMaN '1.10duaa.19 Gueld JOOg :6uIMeJQ gj `0jj2jozzeW 10IN L-6-65-000 I IJO,� m0N `p1oq3NoS 99N` PD ino,, 1 i�i ng-Sd peon agenl,J J gGno -I /V1;lN ppnw uogciogs t jolmuor a,loll,tri s 3U NA 01 'ydi�(�JAd�(I'IIR'A 1N913N aH3N £ 9 I SZOZ Y I N Y 1 aaaa ; I � ___ _ _____________ --_I a I I N011�)35 -2li9ns an19d I2 I-,L@ IIO-I I = T ]l`dOS T I I N` IJ :D liiV / �1001� CI NODIS ; I � � I 1 i . NOI103S : s as}e I I Dill] —.. —.. —.. —. 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I /\ IIVM lNJl�u 0, I I 0 Z �I� 13 ]aIS?JOI?J]1Nl NO a21d09 OGOZ I WnOdJ.9 , `NMOI-IS S`d ONIa10]IMJVP * 1 -sanlays V-IN /31-UV diNI I I s, uado db'?JM]SnON `�JO21]JX] NO 9Nluid]US .01 12 QOOMJId Q ` SS]ood S`d I-A)m I 1N3n%Q SI w NOIivinSNI lld9 I Z?J 1H`Jn%9'bI ^ `S11dM21oR1]JXd ]W`d�Id an1S 9x3 a]itflnSNl ]al1�b?Jd i �ossel b O� �0��? W00>(199 GVNNV ( ^/�� I I NOIloM�11SNOo M]N 011id I —. I — . — . 9N- ,o-,e — -- yO�y :aN3011 �TdM ( N N �C\, I I I . _ : I ul allnq I ul allnq O Y OIv I \ aeas youaq I r I ss;,�S3 nn lu9l]u, I G I / MOl]9 2I;UGVN NI I aa�]dw]l 9NI1I93 IVY 109Nido o I 1N91]N�3 d]N 5-5 i I ] N01103S a- r= < F 75)_. r7i �) � LIJ° PROJECT LOCATION & SCOPE w SITE PLAN & ZONING DATA Q '~ cIq Lo O GENERAL NOTES O f O SITE PLAN HATCH KEY: ( I ����� ��0�� . ENERGY TABLE '' � � Z d' PROPOSED BUILDING ��' STRUCTURAL DESIGN CHARTS v _ N PROPOSED DECK/PORCH - -QQ�,QQ HOLDOWN ANCHOR BOLT, o O ;� NSW 2 STORY S I NC L F M I LY RES I DENGE W 1 TH ATTAGHF_D 2 GAR O ARAOE o � `n PROPOSED 2ND STORY STRAPPING, & NAILING DETAILS N FASTENING SCHEDULE ` Q O � O FRAMING GRAPHICS LOT w/ ACQUIRED ` BEAM CONNECTION PATTERNS f SITE LAYOUT NOTES: I DEVELOPMENT RIGHTS EXIST. FIREBLOCKING DETAILS (NO WELLS VISIBLE WITHIN I501) DWELLING w/ WELL I I. THIS IS AN ARCHITECT'S SITE PLAN � IS !/ EL.=31.26' SUBJECT TO VERIFICATION BY A LICENSED / PRIVATE ` _ SURVEYOR. THE INFORMATION j _ -N 55044'40" W REPRESENTED ON THIS SITE PLAN IS TO THE 1 , - --..__ _ _— WELL WATER PROPOSED FOUNDATION PLAN ARCHITECTS BEST OF KNOWLEDGE:. \ ? ;� -`' '; �c ,:. /•r7 :J. 1'�,. R,. �r.:n art'�a � `f,d:R',;i� ,�C'�z' 7./` `7, ,-7 r C,' �^rz �a` - .-• — ---- ------ -- - W 2. SURVEY INFORMATION WAS OBTAINED , �'ri ,?. U, +Y C 7 � t',''r lJ 'G`J� C• <7(� �[� Cr• 3 �z �. n-.'�L'. ,.?, } �+ c.sy, —' '--— —. cr=lzp^., /`�JM SURVEY DATED APRIL I7 2021 e C: c, a c EL.-33.1 PROPOSED FIRST FROM A 5U 9, - _ FLOOR PLAN fas, ,,' M.' C?.1`, r�5_ ', �: ,,'�:'r, �;.' f,,- "c' ,r ,<r`��',�`r7 n�.y '—"——— —• n ,s7 -'y,' C: =i C.,�,.i•-�. } ;iy; -�a?, ^r �-, N cue ;r _/�; �_•_ c,..vt�J , . 11f L?,} G 7s 35�.CJ AND PREPARED BY: wr - - - 4 t J I '` " •Js � G �7 �2 �" �i,. �� c= ��� �'� ^: �1`�' �M G' .7�5;. �t , � „C`,'-�° C - �`';: G, .hy �; „ 'rr;•..;: � �7,•' ------ sa - ,L_� �' , c� c:,•'� �"'� r?r Y3 �. I r1 y 3 ;:2 -1' - r? ��; _' M "c• ,,',C,a;;: sl �,; G7 ,CU' a f" ,F?l. ,Cr`G` JOSHUA WICKS (� W � -- — — 14 TRAINOR AVENUE m — - �, I . `t TEST- - -- - L.c�''� E.P. + - - --- - -- - -- - - -°' s Baca SECOND FLOOR PLAN ` 6 1 HOLE #2 + SI=T CENTER MORIGHES N.Y. IIg34 r - 2 �� PROPOSED E T: (651) 405-5108 -- PROP. NEW NEW I / - ( Q�,Q PROPOSED ROOF PLAN JJLY 25,2021 \ DRYWELL ! L.P. L.P. I h 0 o TEST HOLE DATA I ' IJ MOMO POB EOS RVIOES (n NEW ---- ---- ---- ---- ----- ---------- V J s.T. ,0 ( PROPOSED EXTERIOR ELEVATIONS SOUTHOLD,NY 119?I ! I 63L 165.36?7 1 ( n W �' I A-2Q2 ,O 1 PROPOSED EXTERIOR ELEVATIONS OL DARK BROWN LOAM CIO _ PROP. 26.5'% -�' WELL �� �, y - �- - BUILDING SECTIONS PROP. a l I z O .® I O $ vCL PERVIOUS SER�/IGE_ 4 tX I ia_y �i'- / DRIVEWAY �6, 4 BUILDING SECTIONS -- - Q _ lu GL SANDY CLAY V lJ [Q d/ - ff 11_u� / PROP. - ---- - - - -------- -- --- ----- t DRYWELL - `WlL�� A-4.01 .01 DESIGN DETAILS 6.5 NEW 2 STORY ND./ N FRAME DWELLING � �-- ----- -I --- ------. .._---- - `..\ A-�-Q� I DESIGN DETAILS ELECT. SERVICE ---- I -------------------------------- -------------------_--------------------- //�/ f ----- - - -- --- - - --------- w 80.0 22o.a I / REMOVED i Q i a GONG. SLAB W I D SILTY r I DRYPROF. LL (�-------------- �- �__ ---- - j �, ---- — ----- -- -- -� Z SM GAS SERVICE `-�-- ' - -_--- -- - -- - ---- - - REMOVED W ( 1 - ---- - -- - -- - -- ` � - - - -- - --- - --- - -- PROP. I I � % ' v0 -- - - -- -- - - - o t PERVIOUS I z ,l I ---- -- ---- ---- - - -- ti. l l DRIVEWAY I I S- 10�.00 REMOVED o - �r I � WATER IN BROWN 1/ t-I __ I 0-76.2o' TO - - - w __ __.-._ -— 35�i."f3 1 2L.0' 'SM SILTY SAND I �—_--__ N EL.=32.8a __ EL.=28.01 50UNDVIEW 1 AVE rJ. - I O�-.00 REMOVED - 1 ` o 0 - O E , 5 44°4e,2 WATER IN PALE - - ' SP/ BROWN FINE TO MEDIUM SAND ``. — ---------- ti - 1 DWV/ WATER SUPPLY RISER -�- M — - - ,' i -50, RIGHT OF WAY- GAS RISER � 54.0 Lu COUNTY OF SUFFOLK COMMENTS, WATER ENCOUNTERED 2T' �• BELOW SURFACE TAX MAP LOT 6 _ . E - ` - ROJ CT - __ _ ---- MUD D RESIDENCE 900 PRIVATE ROAD #26 fi�fi�Oi�OSEI7 S I TE �'�.,�N SOUTHOLD, N.Y. 11971 5GALE: I'-O" = 20'-0" V a _ -c 7-1:�A TA : PROJECT LOCATION & SCOPE r, -- - - -- ' SITE PLAN & ZONING DATA LOT COVERAGE PROJECT / ZONING DATA -- 90 LOT DESCRIPTION (FOOTPRINT) AREA COVERAGE TAX MAP # - ��. { ` PAGE: 1 4, -- T ZONING DISTRICT I � � � TOTAL LOT AREA 56,�i67.0 S.F. - __ -- �__ --- -__ - R-80 NON-CONFORMING-- a ` -. { F i* ^_0 Ar Ift - -- --- -- --- LOT AREA 1.3 ACRES r a � ) mL PROPOSED DWELLING JI 2,451.2 S.F. 4.390 ---- --, -_ _ -- — - -_ _ f . - - I C] Q� \ �,(� d� PAne-11 �r ,x D: ' - R� f ��� r P � PROPOSED FRONT COVERED SUFFOLK COUNTY HD APPROVAL { -- -- - R-21-167Q ,, µh /\ 126.0 S.F. 0.2 50 - _ ---------i' ------ ------- wm _ PORCH-- -- — _-- --- _ __� --- -_-- - - wµ r<R a3a' r -� f r �' h I w , � � Z � �� Y l Q : � PROPOSED WOOD REAR DECK � 345.0 S.F. 0.6% - ---- -- --- --- -`-- ------ - - - — ' y ATE. 1 1 23 --- jl I 2/ 1/ 1 O F 15 HABITABLE SPACE PROPOSED 1 PROPOSED GONG PAD 817 S.F. O IY - - I -- -- — ---------- — --- -- -- 1780.1 S.F. III I "+ * J i ,,� I•''atl�I�!f'a"A P11t,.ILr .F,• �d s..l;^' - -__ --- -- FIRST FLOOR AREA --- / 3 TOTAL AREA OF ALL STRUGTURE:S 3003.Q S.F. 5.3`�0 --___ _ — _ I' � - , r _ , I ' _ SECOND FLOOR AREA 835.4 S.F. : **MAXIMUM LOT GOVERAOE ALLOWED 203� -- - - --- - � - -- - --__-J_ - -- ---- ---- --_= TOTAL BEDROOM COUNT � 3i;.� co - - - 011) REQUIRED 5ETBACK5 - MAIN BUILDING = ---- - - j REQUIRED PROPOSED COMPLIES SOUTHOLD TOWN GORE 280-207 (A)(1) u 1 r EXCESS OF 40 000 S.F. GFA OFA �� - - { - -z ALLOWABLE TOTAL FRONT YARD 50.0 220.a YES LOT 51ZE / AREA IN 56,�i67.0 S.F. 16,1167.0 V 8 .. -- -- --JI ---- - ! 4o.Q JI YES (e) LOTS CONTAINING UP - 7100 S.F. ` I SIDE YARD - -20.0 - --= - - - -__---- -- ----— ------ � I ____ TO 80,000 S.F. MAX. ; . f ...,._ ;� .. I �� �'�"• BOTH SIDE YARDS -s==-- - --- - - � 100.3 ---' - --- -- -- -- --- -- - --- 1 I - LOGAT 1 ON MAP C - __ -- YES ALLOWABLE S.F. / PLUS 5% 40.0 3,227.5 S.F. OF EXCESS LOT AREA 5,100.0 S.F. 848.4 S.F. 5,g48.4 S.F. r - — I I OVER 40,000REAR YARD OO YES _ - - G TS I I _ -__ - -_ -- _-__ -- - _== -_- -_- --- -- ----- _ - - I MOTES $ SFEG I F I CIIA7I O I�tS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION. CONCRETE. AND MASONRY j A55RE Y I A7 I O I`iS I 0- I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (Fb = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT -._ --- ---- _ _ -_ ._-- _ __ __-__ - Q IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER - ----- -----,, --_---- OT ERWISE NOTED. A R METHOD O CONSTRUCTION NO SPECIFICALLY APPLIE5 TO THE NEW WORK BEING PERFORMED AND SHALL O RD A TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S f¢ESPONSIBILITY TO READ ALL NOTES, H OF ANY MATERIAL O ME F G T LL G O IN TE THE BD. I BOARD -� INSUL. l INSULATION PRESCRIBED HEREIN KORK . WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF --- - _ ____"________- _-_-___ _,!L ___ _ I�-._ ______._____ __ ___ __ __J O 2. ALL LUMBER IN CRAWL SPACES TO BE IS' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE -- J BASE"FLOOD-ELEVATION INT. INTERIOR W 8 MIN. FOUNDATION EXPOSURE. AOENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR -___- __ _. __-_-_ _-_,- "_ . _-.-_-- -- -__ J-____.._ - _ �J SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E _[ v 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REOUIREMENTS OF THI5 DOCUMENT BLDG. BUILDING _ -- - ---- K - KIPS (1000 LB5) -- - y I. NO WORK TO START UNTIL APPROVED PLANES ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CA=ACITY OF (1) TON/50. FT., U.O.N. BM BEAM �� �� ' APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS MANU. SPEC.s MANUFACTURERS SPECIFICATIONS - . ---___ ��- - - - Q APPLICABLE A5 A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS -N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. „ B.O.-_ --1BOTTOM-OF _ -__ - -_- _ -LNtAX_ _- , MAXIMUM - .� N 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED - _ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING -- - - "" -- - - O EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, �OT. ��BOTTOM MEGH. MEGHANIGAL ., 0) (p STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. -- - -______ . __ __ - .-_ ___- - --- 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL �- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. - ��BOTTOM - WALL �I N. MINIMUM = r' O AND AUTHORITIES HAVING JURISDICTION. � - --- _ - _ -- --- -- _ _I--------,---- _-- -_'--__-_ -------_- _____--_- --_j -{L. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. � � }- G.J. I CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IG88 b DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - I_ 1 0 qt 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ,ARE THE RESPONSIBILITY - - - - - - - -" -- _-- -__-_ - -- - --- _-_ --- _____ C_ Z U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. COL. COLUMN --- - NYC, Bo - NEW PORK CITY BUILDING CODE N OF THE OWNER/BUILDER 1 - -- 11- - INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED ___ _ __- ______ _-_-____ ___-_____._ - _ N - - - _- GONT. - - ' CONTINUOUS ---- - - --- - -- l O.G. - --- � m U - - - --- - - - -�1. - - -- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - ON CENTER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I 2 BEARING $Y THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. AL OPE 165 ORB POCKETS, UTILITIES, ETC. TO $E FILLED WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. _ SHALL BE CLARIFIED WITH THE ARGHITEGT/ENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE _ __ -- - ___- _- _ -.- --- I WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DBE. J�DOUBLE - - ______________________1l OGC. I OCCUPANCY l O O {- L0 REOUIREMENT5 OF U.5. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 2b - _______ _ __ _ O b. No DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE I PRELIMINARY BASE FLOOD ELEVATION I UNLESS APPROVED BY THE ARGHITEGT/ENCINEER. P• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DAYS OF 4,000 P.S.I., U.O.N. DIM. DIMENSION Q 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET -�� -- - �LP. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS - -- - - ON PACE 6-003. GENERALLY, 5HEATHING IS OF 1/2" THICKNESS ON HALLS AND THE PROVISIONS OF ANSI/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH - _ - - - --_- BEFORE THE START OF FRAMING I D.J. - DECK JOISTS �[PL. -- PLATE ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER - FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN =-_ --- ----- --- -- - -_- 8, DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. EA. ]I EACH PLYWD. -- �' PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. _ L _ _ -- WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 F _ --- -- _ - -C I __--- -J ---- � -_ - q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. PRE55URE TREATED II. 5U5 FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - __ _ __ __ _ NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. --- - _ -- _ - _- - ----- -------- - -_"_` ___`_ _` ___--"--__ _-- 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL ILEOUIP- -- _ --"_ �UIPMENT _-_ - -READ -[REQUIRED I -}� , _ CERTIFICATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, -- - l- - - --- I_- -' ��- _ ----__- _-_-- --__ _ __ _ -_- ---J L �' -- - - - _ -- --_ - __  -- ---_ APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RISER r 1 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA -- - �J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT.- ---- EXTERIOR _ _ RM.- - - -[ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINIS- 6RADE. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF --_- _ -- _-- - --I --_ - _--_ ------- � --� 1 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND ISIDE __ __JI RESPONSIBLE FOR DE51ON INTENT ONLY. TE LUMBER THE r EXCEED VB=O'XAND AT VERY 8' AT JOISTS, STUDS, AND RAFTERS WHEN SPANS GOVERNINGSTRUCTURALBU�DPI�G IGODE AND ANY ADD TIONALDREQUIREMENTS A5 OF 40 F NO OAND FAL NCRETE L N6, UNLESS APPROR MASONRY HCRK VVED BY ARGHTEGT/ENGINEER5 TO BE PERFORMED IN NO TEMPERATURES FAR ��FLOOR AREA RATIO 5TL_ J�STEEL - - - - - - - _ -- ----- - -__-----------__ - _= - 1 . - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURERS GODS EVALUATIONREPORT. CONCRETE SHALL BE PLACED CN FROZEN SURFACES. - - S.V. SMART VENT-_-- ^�, F.A.V. FRESH AIR VENT - - - + N AT ALL 14. THE CONTRACTOR LOFEEP WORKETHIEEGOI�TRAGTOR SHALL REMOVEALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. F FINISHED FLOOR - -II[TBD J TO BE DETERMINED G-003. G D OD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETIONIb. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REOUIREMENT5 A5 ----- A CLASS AND LEAVE WORK RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN L NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP Gl... TEMPERED GLASS BROOM GLEAN. - - _ ---__ -_ - - - -� - ----- -�CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. - ---- 17 PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. - - FLOOR JOISTS THK. THICK r 1 I5. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1 _ L _ - J _ ____ _ - Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - `- - _ - LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. _ _ GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM Gab SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _____---- ------ -- - - __ --------- ----- - "-- -- - --- - - I6. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD,A5TM 057 SPECIFICATION FOR GYPSUM LATH, OR ASTM G7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. I FRCE - --- - FLOOD RESISTANT CONSTRUCTION ELEVATION ',Tr READ 1 r n THE 5UB-CONTRACTORS FOR A PERIOD OF AT' LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. - _ v J - ,-_ - -- - Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 1 FR. FRAME TYP. l(TYPICAL -- �_� /'� n 1 -- - - ---- �-+-- COMPLETION OF PROJECT. AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib WIDE x 8 r - - �- 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF I'1 U.D.N. - - - UNLESS OTHERWISE NOTED 20. P.T. SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -- - - ------ ---- - - - ARGHITEGT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND --- _-- _- - AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I FTC. FOOTING VERT. l VERTICAL ------ ------- ---- - - - --------- --- - - TREAT LUMBER THE PERFORMANCE 0w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: --------- - --- -- - - - --- - --__ ______-- ---- - METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD._ GYPSUM BOARD ATTORNEYS FEES NO OUT OF OR - --- --- THE WORK PROVIDED I TIHAT ANY SUCH CLAIM I AMAOEMLOSS OR EXPENSE (A)F SISTAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR - -_ i V.I.F. i�VERIFY IN FIELD :2 ABSORB5 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Led. PLYWOOD. PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO _ ---- INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. VERIFY ALL 61VEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, H.D. HOLD DOWN I w/ WITH ' MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND RECEIVE CLARIFICATION FROM ARGHITECT/EN6INEER PRIOR TO PROCEEDING. - - __ -_ --_- -5 THEREFROM). B IS CAUSED IN - - ITSELF INCLUDING THE LOSS OR USE RESULTING THE ) O ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY I HDR HEADER WD. WOOD WHOLE C IN PART U ANY NEGLIGENT ANYONE OR DIRECTLY ON OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR --- - -_-- _- ---- ------- --- CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY -- --�- WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GODS STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY ANDCBUILDING HNGR ] HANGER -rZR ZONING RESOLUTION EMPLOYED E ANY OF THEM, OR ANYONE FOR. WHOSE AGES ANY R THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. SITE. STOCKPILE ALL EXCAVATED MATERIALS. _'-' - _ ---_- BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A ---- -- - - - -_- A. TRUSS JOIST McMILLIAN IAA MIGROLAM HOR. l HORIZONTAL - PARTY INDEMNIFIED HEREUNDER. B. GEOPGIA PACIFIC 2.0E 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE _--____ ----- - - _- -- - _ - P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET ------- A55E ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE �-" ��., ,,�'" '�1, �' '' . /�' �`' �\`�. .'� _ _ --.-__r= __- �� ,' BUT ALL MATERIALS, MBL A. TRU55 JOIST McMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. �" \ \1 \ `% ✓ I OFNOT LIMITED TO FORMWORK, BLOCK-WOP:K, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT _ ____________ __ __ __ _ _____ _ _____________ ___ _ __ _ __ I �O BE SURE CONCRETE, HEY ARE ACETC. ARE TO CORDANCE W TH HEFULLY RDIRAWINGS SPECSED BY THE IFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I I /� T I ¢ I , I APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. I-JOIST FLOOR SYSTEMS SHALL $E IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. I I`ISULA I ION $ FENESTRATION REGU I REEMENT5 � AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, � L AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ---- --- - - -- --I-- - -- -- -- --- AUTHORIZATION OF THE ARGHITEGT/EN6INEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY GLA55 WINDOWS AND DOORS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. COMPONENT PROPOSED DESIGN III CODE PRESCRIPTIVE VALUE COMPLIES N THE CONTRACTOR SHALL SPECIFIED. RESPONSIBLE FOR ANY SHOP DRAWINGS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID 5AWN RAFTERS SHALL EVALUATION REPORT. VALUE CITATION (PER 2020 NYSEGGC) ' NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 2. 6LAS5 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER I PERTAINING ARE TO BE FIELD VERIFIED. - - - _-- - L � OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CLEARANCES ARE PROVIDED. _--- - "- RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLUL051C U-VALUE ■ 025 MAX.U-VALUE ■ 0.52 I 20. CONTRACTOR TO REMOVE d RELOCATE A5 REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLE5 ARE LIMITED FIBERBOARD OR A5TM 0205 STANDARD SPECIFICATION FOR 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED FENESTRATION u-VALUE AIR LEAKAGE - 0.50 GFM/5F MAX.AIR LEAKAGE ■ 0.30 GFM/SF �j YES a I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. ;l PER R4o2.4.5 a TABLE R4o2.1.4_CLIMATE ZONE 4 w IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. WITHIN IS" OF FINISHED FLOOR 5HA-L BE OF INSULATED TEMPERED GLASS, 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. UNLESS OTHERWISE NOTED. F---- ----- ----- --- Q I SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL 51DINO USED IN CL 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. 4. ALL 6LAS5 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MIN.R-VALUE ■ 44 j MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MANUFACTURER'S SPECIFICATIONS. CEILING R-VALUE PLEASE SEE PACE A-3o1 a A-3o2 !I PER TABLE R402.1.2 -CLIMATE ZONE 4 YES N 22. PROVIDE FIREBLOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. I 1 f- THE STUD LENGTH SHALL NOT EXCEED 2535 OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL 1 I Z HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE - � I t` ui i 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY L _-„- -___-__ - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. ENERGY CONSERVATION CONSTRUCTION CODE. --I1PL i - = I 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LAS5 DOOR5, WINDOWS OR �',MIN.R-VALUE ■ 20(CAVITY) 000PYRIGHT PROTECTION AGT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. EASE SEE PAGE A 30l a A s02 � PER TABLE R402.1.2 -CLIMATE ZONE 4 I 1'ES � � I NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. EXTERIOR(2"xb")WOOD I FRAME WALL R-VALUE 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM I5 USED. THE "-' - - - - , FLOOR R-VALUE I PLEASE SEE PACE A-501 a A-502 _ CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. I Z ' CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, � I MIN R-VALUE ■ 19 ', I p I CODES AND REFERENCE STANDARD: I PER TABLE R402.1.2 -CLIMATE ZONE 4 YE5 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW PORK NOTES, AND TABLES ON PAGE 0-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL _ - -- -- 1---- ------ __- �n �- SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING _ - --- "--- - - - -_ _ --- _� STATE BUILDING GORE, 2020 NEW YORK STATE: RESIDENTIAL GODS, 2020 HEX BOLTS AND SCREWS (INCH SERIES). SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. \, I ^I1 �I E" v ' NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING INSULHOT ATION PIPE R-3 PIPE INSULATION PER R405.4 4 R405.5 5 �; `z" � STATE ENERGY CONSERVATION CONSTRUCTION GORE. SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ a. ALL 6LAS5 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LAS5 - - ___,_ _ _ 1 In I SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). A5ME B18.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. _ = - ---- - - - - L_Y7- 1I 2 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. COMPLIANCE STATEMENT: g. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN V U _____ __ WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 1 COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[i2E]. _-- - CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE R.EOUIREMENT5 OF AN51/TPI I NATIONAL DESIGN ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH f i It (AFdPA) AMERIGAN WOOD COUNCIL (AWG). THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE --- - --- - - TR.EATED WOOD d FLASHING. STEEL COLUMNS ARE TO SEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS `\ M - 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/ STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. CHARACTERISTICS ARE AS FOLLON5, BUT NOT LIMITED TO: DESIGN PRESSURE, 04 SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRE55 /` '�` ' �' PLUMBING CODE. \` - � � � ' �� �� _ � , �� � � EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND REQUIREMENTS. 1 ----' ____.____, __ _. - _-... p 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" CAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, --" ----- ---- - -- _- I --___= """"---- p N MECHANICAL CODE AND 2020 NEW YORK STATE FUEL CAS GORE. WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TINC, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCL05URES AND WITHIN STAIRWAYS SHALL BE � HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE AND ANY TEMPERED GLASS. CLIMATIC $ OEOORAPHIG DE510N CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _-.-_---._ _--_--_____-- -_"___ __ __- -_-__-__ PROJECT: CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. CONSTRUCTION GORE. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE - - - GROUND SNOW LOAD 25 L55 I', U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG MISSILE TEST OF ASTM Eiggb AND A5TM E1886 AS MODIFIED BY 2020 NY5 BG --_._ - - NIUDD w/b" RISE d w/ (2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET I I ALL-OW�`B).-E ---- -- SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER I BA51G WIND SPEED - 130 MPH THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR DEFLECTION GENERAL WIND PROTECTION CONNECTION NOTE`.: 2.2.6. PNEUMATIC, NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ANSI/DA5MA 115. -_- _ ---- RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH __ _________ _____________ CONSTRUCTION;5STD 10-qg AND 2018 550 HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B AND ANY ADDITIONAL REOUIREMENTS AS SET FORTH IN THE L/I80 SEISMIC DESIGN CATEGORY ' " -------.-------- CONSTRUCTION MANUFACTURER'S CODE EVALUATION REPORTS. A THICKNESS OF NOT LE55 THAN a"AND A SPAN OF NOT MORE THAN 8' SHALL W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, I B 2.2.7. 5GREW5: 5GREW5 SHALL COMPLY WITH AN51/A5ME B 18.b.1 ATTACHED TO THE FRAMING 5URROJNDING THE OPENING. PANELS SHALL BE BE PERMITTED 6PROTECTION. PANELS 5 BE PRECUT A FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINGLES I I I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING INTERIOR WALLS d PARTITIONS i, H/I80 - --II 900 PRIVATE ROAD #26 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT WOODSGREWS (INCH SERIES). PREDRILLED AND SECURED WITH Tl-E ATTACHMENT HARDWARE PROVIDED A5 WEATHERING SEVERE INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL FLOORS- d PLASTERED CEILINGS - - ! SHINGLES OR APPROVED EQUAL. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT L/360 FR05T LINE DEPTH 3'-O" SOUTHOLD N.Y. 11971 BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER I5# BUILDING FELT, UNLESS OTHERWISE CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED -- - -- - --"-- - - - - - --"------ f NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS - - L/240 ------- --- 3 Olvtff-Al_ PLATES, THE WEATHER , SUBJECT TO BOLTS SA AND GOALS F-X 05ED AND IN COASTAL LINE.dATER BA M AL FROM EPOE VALLEYS, AOD EAVE TO 24 INSIDE EXTERIOR TIONS. WALL MECHANICAL CONNECTIONS: ON THE BUILDING. -_ _ _ I TERMITE I MODERATE TO HEAN/Y i ' AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 1. ALL MEGHANIGAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE PLUMBING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/560 I DRAWING TITLE. 3. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(DWV) -_- _ I ICE BARRIER REQUIRED - YES - ^ -J GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT HOOD STRUCTURAL PANEL GONSTRUGTION, SYSTEMS TO NY5 PLUMBING GORE AND NY5 DEC REGULATIONS. �- -_-- _ - ---_--_- -- 5HEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN 57RICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANOE5 IN DIRECTION ---- ---- -_-- --- ----- -_-- ----- - _--- -----_- 5. NAILING OF ROOFING SHALL BE TO GORE. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL AND AT BASE OF VERTICAL WASTE PIPES. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY -- - -------.-------.----,-- LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF ---- - 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER RAFTERS. PERMITTED FOOT. STRUCTURAL IDF_S 1 CAN L0�4US PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: 2:12 PITCHES TO 4:12 PITCHES - DISH WASHER..................... -- -- 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. KITCHEN 51NK.......................................2" USE LIVE LOAD 'DEAD LOAD 16" WITHIN 4' OF EXTERIOR CORNERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF LAVATORY..............................................2I----- ____ -- - __ __ ___ _- _--___ _ _ _ _ THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6 SPECIFICATIONS OFALL FA5TFNINO ITTHEIA SHALL PRODUGTBBE NG IRIED OUT NSTALLED S PER MANUFACTURER TO�ET........................................................ _ p 1 0 0 2% . 0 34. 8. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED _ :: EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LAUNDRY .................................................2" - FLOOR OF g" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL R 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY b. ALL SYSTEMS TO HAVE AVE ONE 3 MAIN VENT STACK AND INCREASED TO 4 DECKS - -- 40 psf IS psf &. ALRL CONNECTORS SPECIFIED A5 A SIMP50N' TOP MOUNTED BEAM THROUGH ROOF. DATE: 12/11/23 2 OF 15 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONGRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS GYPSUM WALL BOARD 50 psf AS PER PLAN �� � PA55ANGER VEHICLE GARAGES �� p I. CYP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT ----------.-------- - --- -- - I AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. T PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d ATTICS WITHOUT 5TORACE (MAX CLEAR HOT < 42") I, 10 psf 15 psf ELECTRICAL: DRAIN COCKS AS REO'D. HO5E BIBS SHALL BE PROVIDED WITH BAGKFLOW F--- -- -"------- 2. ALL GYPSUM BOARD SHALL BE I/2 ON WALLS AND CEILING, UNLESS I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM PROTECTION. TO 2017 NATIONAL ELECTRIC GORE, NFPA 70 AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RESISTANT (H.R.) AT BATHROOMS AND WHERE ATTICS WITH STORAGE (MAX CLEAR HGT > 42") I 20 psf 15 psf , !, DEEMED APPLICABLE. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TD BE PROVIDED - ------- I '"�,:"zS;? ENERGY CONSERVATION CONSTRUCTION GODS. �= .,t ✓�X I If WITH BACK FLOW PROTECTION. ROOMS OTHER THAN 5LEEPIN6 ROOMS it 40 psf IS sf 4w, ,_ ~' 2. CONTRACTOR WILL FURNISH A FIRE UNDERI�IRITERS CERTIFICATE UPON 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION _ p p G * �r�`�• 7>`�. f *.� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL N I �' F -7. ' '>�' COMPLETION OF WORK. FIBERGLASS SATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPI GROOMS 30 psf 15 psf / 7� a IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING HEALTH DEPARTMENT STANDARDS AND REGULATIONS. _ _ - A :. -�� EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. ---- ----- , •.;;? ,�`.•, €� 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA "12: - ` z „_ - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONCRETE PANELS OF 5/8 THICKNESS MINIMUM. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR STAIRS -- 40 psf- -. 15 psf 2. PROVIDE 2' R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION "ty/'p SMOKE DETECTORS w/BATTERY BACK-UP IN: TO CONGEALMENT OF PLUMBING. - 4. FINISH JOINTS J-BEADS, NAIL DIMPLES, CORNERS AND EDGES SHALL BE - - -- ^' = WALLS FROM 6 BELOW GRADE TO 24' BELOW GRADE IF DESIRED BY TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. GAPE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 1 15 psf (J1 A. EACH SLEEPING ROOM 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. L__ _ ___ _____ .A `'"-- „�_� �� TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. NO NOTCHING AND BORING OF 5TRUCTURAL MEMBERS SHALL BE PERMITTED -�� 0� ", �© B. OUTSIDE OF EACH SEPARATE SLEEPING 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NOR ANY POTENTIAL DAMAGE THEREOF. 12 sf FOR ATTIC, AREA IN THE (OFNEIMMEDIATE VICINITY OF 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. I rr �E� ALL OPENINGS• - Of R-50 FOR FLAT GEILIN65 P THE BEDROOMS (GENERALLY THE HALLI^lAY) - 8.25" R-30G FOR VAULTED AND CATHEDRAL GEILIN65 MEGHANIGAL, FUEL 6A5: - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION -- --- - ------------- --- _-_____- --'_-_--- __ b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION I. MECHANICAL AND FUEL OAS SY5TEM5 SHALL COMPLY w/ THE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH G. EVERY LEVEL OF DWELLING �: �� �� (BA5MENE, FIRST FLOOR, d SECOND FLOOR, ETC) - 5.25" R-21 FOR FLOORS NY5 MECHANICAL CODE AND FUEL 6A5 CODE ASCE 7-10 (MINIMUM ME51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) TYi=I C,AL NAIL NO/STRAFf=1 NO REOU I RDMENTS FOR -- - ---- _-- - -- -- - /� LATERAL t--� /� FASTEN I NC SCHEDULE A 1 Q UFL I FT/ SHEAR, $ LATERAL W I NL� RES I STANCE NOTE: THIS 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS M (5EE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W II/ AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMP50N" EQUIVALENT - 0520 (COILED STRAP) _l 0 ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE � F�_U_5F_ Iocl NAIL5 IF 5TRAPPI NO 15 OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) - -- Q -� FASTENER 5PEG. FASTENER *C N DESGRIPTI ON � CONNECTION NA I NO -,---__--__-- --__- - --- — ------__ ---AND QUANTITY 5PAGING� LO O O R I -_-_--_------ \ry ROOF I$ OE I L I NC FRAM I NO o I.DIM'e ARE ALL MIN. W6 BASED ON USE OF ONLY A Ibd — - - ------ -- _ y- - - c Z "„•. -" COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER V_ e 2 cV SERVICE GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER JOIST "'"" " AT RAFTER TO RIDGE �" 2 2.WOOD IS ASSUMED TO BE D,F,M2 a STR. IN DRY USE '_ _ CONNECTION: 0 Y N I 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL -.---- _ i C I h (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP 0 O -1-�+ / N FOR STRAP - 3 8 d COMMON \ • • • • : • : • 4.NO M5XIN6 OF ET NEN MEMBER. OR TYPES ALLOWED - '�-� N NAILS ® EA. END OF STRAP. 1 LO • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-16d COMMON EACH LAP C O C .. " ..., FOR ROOF SLOPES UNDER 5:12 WITH 5.SEE SECTION b FOR ANY REO'T TO CLINCH THE NAILS(TO - -------------, ---i G.J. G.TIES - -- Q .� t--• m O ROOF SPANS OF 24' OR GREATER x TIGHTLY BOND THE END OF THE NAIL TO A`10° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE 6RAPHIG BELOW) USE 4 �d COMMON NAILS ® n EA. END OF STRAP FOR ROOF N b.DIMENSIONS ARE DERIVED FROM THE NMS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SLOPES OF 5:I2 AND GREATER. SECTION 12.4- PLACEMENT OF NAILS d SPIKES s TABLE GR 4-1. - - -- ----- RIM BOARD TO RAFTER (END-NAIL) 2-I66 COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING — GONNEGTION: " FOR STRAP - 3 8 d COMMON NAILS ® �2" TOP PLATE TO TOP PLATE (FACE-NAIL) - - 2-I6d COMMON f PER FOOT EA. END OF STRAP: ---- W • . sEe X ' WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE NOTE•5 ;1 GEOMETRY EXCEEDS THAT PERMITTED IN • • ---------- --- - -------- -- -- -T� • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • — 51MP50N # H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGE5' • FOR TOENAILING - 3 8 cd COMMON NAILS - ------ - --- _-_-__-_ E A u5 SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD wl CONNECTION "''" ^-• _ _ _ U ••-. FOR G.J.TO R.R. - oI 16 d COMMON NAILS REQUIREMENTS FOR „„„„„,,,,,. ' BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, I RAISED G.J.'e (WHEN 2-Ibd COMMON PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE OR BELOW AT G.J. TO G.J. GONNEGTION: �NDJOIST, or BLOCKING (PAGE-NAIL) 1� _- _� _Ib_d COMMON NAILS - -_-__--__---_--_----- �-_--_-___- -__-_---- - - Cn FOR G.J. TO G.J. - q 16 d COMMON NAILS I, FLOOR FRAM I NO Q °.— GONNEGTION GI G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END ° BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END AT STUD TO FLOOR ASSEMBLY ! I ! -".-- ' -~ -~- ' a BLOCKING TO SILL or - -- --- --- EACH BLOCK G2 "--- TO STUD 70 FLOOR A - " TOP PLATE (TOE-NAIL) 3-Ibd COMMON .-- d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) { 5-Ibd COMMON EACH JOIST G�,r• ' FOR STRAP - 3 8 NAILS ® EA. END OF STRAP ------_ _-- ---- I ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR BAND JOIST TO J0157 (END-NAIL) 3-I6d COMMON PER JOIST 11,I BELOW - 2 IF d COMMON NAILS i BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON PER FOOT i ROOF -SHEATHING --__=__ --- ---__---- _ . _ I ---=INTERIOR ZONE ---_- ----_-_--_--- —_-==i_---- � STRUCTURAL PANELS: CONNECTION DI I$ D2 SOLID PERIMETER = s ad COMMON 6 EDGE / 12 FIELD BLOCKING EDG- ZONE 8d COMMON b EDGE / b FIELD • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO a" RAKE OVERHANG °°�'" •""••� """�..-" I � AT STUD TO FLOOR ASSEMBLY TO SILL � _ _-__----- GE I L I NO SHEATH I NO - - -- --- = L- a WALLBOARD ------ -- � - --- - -- Lu _.L-,-.........-_.. - - - --- - r — - PLATES) CONNECTION., I I F0'rF5UM ---- - .- 5d COOLERS =-�L- �" EDGE / IQ" FIELDD� FOR STRAP - '� 8 d COMMON NAILS ® EA. Z D I END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING FOR EA PLATE TO STUD ABOVE 8 OR BELOW - �^ _ i III i ------- ----- --- ---- ---- - -- v \^ m STRUCTURAL PANELS - o t 6_ d COMMON NAILS - - Sd COMMON - 6 EDGE / 12 FIELD z ALTERNATE CONFI VE STUD To FLOOR CONNECTION v41 #IoLPT40 5 MPSON (OR ......-..„.-....-.....-.."„ STRAP w/(S) - - -- -- -- --- --- 5d COOLERS 7 EDGE / IQ FIELD to O „,„ 8d NAILS® EA.END GYPSUM WALLBOARD --- - ----- - -- __ - _- -__.-- -----_____-____- Z EQUAL) ® PLATFORM TO SILL PLATES ""•.. .•, OF EA.STRAP To w v NA L NCB/STRAFF I NO @ W I NDOJ�I/DOOR HEADER � 5TANDARD/ALTERNATE EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) Z NOTATION: ALTERNATE USE SIMPSON H2.5A) - — -- --_ -- — -____-_-_- - -- ------_ -- V A - NUMBER OF Sd NAIL5 ® EA. END OF 5TRAPPIN6 (2018 WFGM,TABLE 3.7,P. 18a) CONNECTION E „ STRUCTURAL PANELS: �I ---- - - "..--- I" or LE55: �- -- � B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.23B,P. 2al) " ...„ ..."....... "-~ GREATER THAN I" / G - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER (2018 WFGM,TABLE 5.250,P. 2a2; • --J IOd COMMON 6 EDGE / la I FIELD GO O DGE 1:2 FIELD M _ J'' ALTERNATE AS PER TABLE 3.23D,P. 2a3) "'"""" "" U CN ----- \ u L -_--� I �- D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE ••'""" - -------- - ---� _- I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. � o A —D (2018 WFGM,TABLE 3.7,P. Iaa) 41 AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q \E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. 288) FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER C F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE PLATE(5) CONNECTION —G ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8, P. 191) ° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMB B ° ° >� ER OF _ "••"..."� ° ° ° ° _ NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. FOR STRAP 3 8 d COMMON NAILS ® EA. g - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING 5GHEDULE B " "'"' ° ° ° ° END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE MUDD „„."... -F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS """�" USED. ""'"^• FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - I, (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) NIM LLJ .". 2 16_ d COMMON NAILS RESIDENCE NOTATION I -_ _ ROUGH A B G D E F G --- -- - ----- y, o N5= 900 PRIVATE ROAD #26, 2'-0" 2 ► I I I I SOUTHOLD, N.Y. 11971 4'-0° 4 I 2 2 2 2 SQL, I C NO OF TOI FLA I BRAGBING/STRAPP NO PROVIDE DRAWING TITLE: (5) - REQUIRE(S SILL 1PLATES(OF12 xb (MIN.) _-_ -- I =_ -- -- - -- _= FOR RAKES 12"OR 2 3 4 4 4 TOP pLICE - --- i BLOCKING 2 LESS PROVIDE HOLDOWN, ANCHOR BOLT, TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOGKIN6 m 12"O.G. ------ LENGTH FOR WIND - EXPOSURES B8G - I FOR WIND - EXPOSURES BBG - 4'-0° D.G. TO AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLICE"'" !' BUILDING MINIMUM SPLICE'�-',4 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) ---_-__--_--- ---- TYP. STRAP w/ 3 I ---- ad NAILS, EA. END PAGE: 12'-O" 2'-O"/2'-6" 12'-O" 3'-O° OF EA. STRAP �� � � � �� I ' � �� -��-------I- I---------- ATTIC ANGOR BOLT Si= G I GATI ONS I6-O 3-O'/3-q I6-O 4-O 20'-O" 4'-O"/5'-O" 20'-O" 5'-0" � - I - ------ ------- BLOCKING 2 BAYS SPECIFICATION (201& WFGM TABLES 5.2A 4 5.2B, P. I5-I-I60) BACK ® 4'-O" O.G. CORNER sa, 24-O b-O CONDITION FOR ALL STRUCTURES: 24-0- 4-O /5-O - _ DATE: 12/11/23 3 OF 15 ' %"0 ANCHOR BOLTS ® 501" O.G. 28'-O" -- - 5'-O"/6'-3" 28'-O" '7'-0" • 32'-O" b'-O"/7'-6" 52'-O" 8'-O" --- " - SECOND FLOOR cv '. NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE - - - --- - -- INO w/ 3 SQUARE WASHE`R5 AND END NUT SETUP; LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8=0 /10-0 40'-O" I I'-O" BLOCKING 2 BAYS ` A� I. MIN. -i EMBEDMENT INTO CONCRETE LE CONNECTION AIL 2-bd NAILS PER FOOT.FOR SHORTER SPLICE - - - - - - - • 11, END PROVIDE AN EQUIVALENT NUMBER OF NAIL5 BACK® 4'-O" O.G. `Ga R, 'YY� CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O 10-O /12-6 5o'-O" 13'-O" 0 TOP TWO COURSES 50LID IN EXPOSURE B TYP. STRAP W/(3) Sd NAILS EA. END 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-o" 12'-O"/15'-0" 60'-O" I6'-O" OF EA. STRAP v� 44' HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT F 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR � _ - Q O LATERAL LOADS SHALL BE MULTIPLIED BY H/8; (+ PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 70-O" 14-O 70'-O" I a'-O" FIRST FLOOR ; II (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT) 80-D --- Ib-D --- -- - 80-D NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 12" „ ~! 22-0 FROM ENDS AND CORNERS (TWO ® CORNERS) L a'wALL- L12s �____- --__ -_-_ (SEE DIAGRAM TO LEFT) ---- - -- ------- -- - - 10 WALL - 1.25 II'WALL- 1.575 BLOCKING 2 BAYS OF 12'WALL- 1.5 FOR 10 THIS COLUMN w/MULTIPLIER WALL BACK® 4'-O' O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT-UF O I RDERS, (THAT EXCEED FRAMING 5TANDARD5, IT 15 REa'D FOR FRAMER TO HAVE A REBLOCK I NO FOR FLATFORI� NOOD FRAM N0 Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE l (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO. o AND ALL RELEVANT PORTION5 OF THE RESIDENTIAL CODE) - -- --- -- - BETWEEN 1/6 ASSEMBLY REQUIREMENTS: CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W DESCRIPTION TOGETHER SIDE BY 51VE ARE CONTINUOUS OVER BLOCK I NC-' UNDER LOAD BEAR I NCB NALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES -� 0 NON-LOAD BE/ RI NCB NALL OFFSET FROM SUPPORT AAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPING. �(2,Rows ,Od NAILS m 12"O.C.o.G. — P •. { THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q SUPPORT. NO TWO ADJOINING JOISTS NOR MORE -F-+ STUDS STUD B �(3)ROWS IOd NAILS a 12"o.G, _ \ SERVES A5 FIRESLOPPING. � •0 N P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Lf7 SUBFLOOR (2)ROWS 1/2" m BOLT` a 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. c� 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR G Two-PIECE I DEL.a ENDS PLATE SERVE AS FIRE5TOPPIN6. 0 r i ----- _ ------ BUILT UP GIR NAILING: DER P MAX.32" i �r SOLE PLATE D - (2)Rows I/2" m BOLTS a Ib"O.C. - - TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE \ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 5 r — SOLE PLATE — - SIDE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPIN6. EACH PIECE OTHERS STAGGERED WITH A DISTANCE E �(2)ROWS 1/2" m BOLTS a 24"O.G. O Z �' — ------- =_ --__ _- BETWEEN I/b 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING �- (2)Rows s-S/b'TRUSSLOGK SCREWS a 12"o.c. a V4 of A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL / !_ �/. '� OR OF NONCOM-BU5TIBLE FILL. F - - �. SCREWED ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH /" L U SCREWED ON(U SIDE OF MEMBER -- �// !�� b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C G (2)ROWS 5-5/8 TRU5SLOGK SCREWS a 16' o.G. l P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH -- JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 - _---- - �- AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 O - - - 8-! JOIST �___- - (SCREWED ON 2)RON5 (Ib"5 50�MEMBE CK S a 24"O.G. HREE-PIECE P BETWEEN NAILS IN A HORIZONTAL LINE. -i- 1 --- \`\` _-_ _ - - j JOISTS SERVE AS FIRESTOPPING. L O L0 T "1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND -F-+ N -1-� -- - - — N BOTH ------- -- ----- C C .. MAXIMUM OFFSET (2)ROW5 5"TRJ55LOGK SCREWS a 12"O.C. \ - - 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d [ __ _ SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.82° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d � J P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. r - r MATCHED SIZE OF BLOCKING � I- _-- \ � � � �, ' _ _ SERVE AS FIRESTOPPIN6, n , 1 --- (2)ROWS 9"TWJ''SLOGK-SCREWS a Ib"O.G. �' � � / UNDER NON-LOAD BEARING FIRESTOPPING AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INGLUDII�G INTERMIDIATE JOINTS AND w/ THE L _ 3 PARTITIONS a 52' O.G. BLOCKING STJD OTHERS 5TAG6ERED w/ A DISTANCE OF NOT MORE 5. THE HEADER SERVES AS FIRE-STOPPING. DOUBLE PLATE L = - -=-- _ �, J - ___ (SCREWED oN BOTHL5IDE OFRMEMBER4"O.G. � dETi�of A6 THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. � �1 41. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL �' i_}0 = BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO /�^ FOUR-PIECE CIDERS ARE TO BE A55EMLED AS - --- �- _ STRINGER TO SERVE A5 FIRE5TOPPIN6. GANTI LE\/EfzE2 FLOOR CE I L I NC BRAG I NO I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON FOR THE AND NAILED EGE/GI d NAILS A5 SPECIFIED . - / -\ ^\ NOTE P O ABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"oR SMALLER '' _ ! 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN 'B'WHEN 10"OR LARGER P �% j - �_ -� _ _ _ iF�I FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH a • — 5TUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 k % APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL u HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER 5UILT UP GIRDER GIRDERS ARE -0 BE SECURELY ANCHORED TO `J 5UBFLOOR SOLE PLATE 2"x4" CONTINUOUS CABLE END MA50NRY PIERS, NAILED TO WOOD P05T5 OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF ^ ^ LATERAL BRACE a 6' O.G. TRU55 B THE VERTIC BAND AL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE w JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL �/( PLATFORM FRAME CONSTRUCTION 5HRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON _ NA L I NC PATTERNS FOR SIDE LOADED BEA1� S Oe . FLUSH IJ� 5F-A " 15> NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10) 8d � NAILS -LOCATIONS REQUIRUN6 FIRESTOPPING- AS FIRESTOPPIN6. • I� FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPINB -___- ---- - STOPPING STOPPIN6 FIRE- FIRE- SOLE FASTENING EC T MEND SCE MEMBR SIDE-LOADED rm sroPP1N6 9TOPPIN6 ------ - JOIST * NAILS a 10" O.C. ( -NAILED �' BOLTED' J 2'x4" BLOCK -- — GOO R NAILED TO EA.BRACE _ — -- - -- ----a' - - -- VERTICAL BLOCKING 2 ROWS Ibd 5 ROWS Ibd 2 ROWS)Y 2 ROW515" 2 ROWSy�" FIRESTOPPIN6 WHEN w/(4) IOd NAILS COMMON COMMON DOLTS•24" BOLTS BOLTS • 12"O.C.• a 12"O.C.• OA.57A66ERED°, a 12"O.G. j •6"O.O. COVER UNDERSDEIN&15 OF IED \ o STUD 20 go. STRAP -- -_- - - - ----- GYPSUM BOARD - --- - - ------- Two Rows 12°O.C. THREE Rows I2°O.C. LOCATION I LOCATION 2 LOCATION 3 .lolsrs 11 DOUBLE PLATE * 5d COOLER NAIL5 a 10" O.G. (lo) ad NAILS BEAM SELECTION w/ 5TD. NAILING ° ° ° ° ° LOCATION 4 NOTE: ENDWALL 571JD5 AS NOTED IN NOTES 'i $ 5 ° ° ° ° ° ° ° s NONCOMBUSTIBLE ALTERNATE JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPIN6 LOCATION OVER STUDS,UNLE55 TOP PLATE 15 4" a EDGE/12" a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPIN6 OP 61RDER DEVONED TO CARRY THE LOAD SGREW5 Rb - V4" TYPE W OR 5 FIRESTOPPING 2.BOLT HOLM ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" G.TWO ROWS 24"O. STAGGERED TWO ROWS b"O.C. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O n O n J OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12". n n C n O C @ C, 7 2'SPACE NOT ATTACHMENT © \/ALLEY 4.FOR ATHREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. P'ii p, TO BE FILLED NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPINB APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 4 b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION 1 \` I 5TD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMSi STRAPPING H/ T.2 ROWS OF Ibd COMMON NAILS(12"O.CJ FOR DEPTHS 12"OR LESS FIRESTOPPIN6 LOCATION Q a EA.END a R.R. 5.S ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS OF 141,161 a la'. LOCATION 10 FULL WIDTH 2'X BLOGKINC Z O N CONSTRUCTION DETAILS KMD LOAD FATH CONNECT ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EXIST.OR NEW NEw R.R.SET w/ 1 R.R. BELOW UPPER TOP PLATE LAPS 4 IOd 1 , I w ONTINUOU5 LOWER TOE NAILS NOTED CONT.BLOCKING f- TOP PLATE SPIKED TO R.R.'s 0 IL ALIGN NEw a EX. R.R.AS SHOWN K1NO STUDS ` ' z �Yf W PLAN VIEW Zz NOTE: SIMILAR a 'SHED' HOOD JO I ST-- -c HOOD JOTS 0 ROOF,R.R. IN LINE CRIPPLE �JTUD-____ _- _ _ 0 Z BLOCKING— - _0 JOIST HANGER HEADER z OENERAL REaU I REMENTS FOR GENERAL REaU I REMENTS FOR W m INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER --- -= ;. U) JACK STUDS MOOD C I RDER - O MAIN MEMBER HOOD JOIST ---- - --- - . --- - --- --- - - !-- --� .- - �-- - I -- --__----- -- --- �l N 1 JOIST FRAM I NC OVER NOOD O I RDER JO 15T FRAM I NC FLUSH NI TH G I RDER/HEADER TYP IGAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS '�,_DIAM.X s APPROX. 50• w/THE MAIN MEMBER # STARTED APPROX. ,s THE LENGTH OF THE NAIL FROM THE MEMBER END, MUD D I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS 5HOWN ABOVE THE MEMBER, 5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A a0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE 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 JOI5T NALL STUD NALL STUD -- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE - BOTTOM PLATE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR 900 PRIVATE ROAD #26 DOUBLE JOIST DOUBLE JOIST___-__ -EJ TOP PLATE SOUTHOLD, N.Y. 11971 GHIM. CHASE SEGUR I NG ® STD. SIDE NALL DRAWING TITLE: _ NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM. a CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING NALL5 ALTERNATI\/E RAFTER TO NALL STUD CONNECTION w/57U175 TO ATTIC, FLOOR 6 BLK'G TO R/L 51DE5 w/STRAPPING TO R/L SIDES) PAGE: TOP PLATE a O Q N I ND RESISTANT CONSTRUCT ON CONNECTORS GHIM. CHASE KALL � � U I _ CONNECTION LOCATION: PART NUMBER: NOTES: -004m00 � I 3 R I DC E-TO-RAFTERS C520 21" APPLY TO EACH PAIR OF RAFTERS 0 -4 a RAFTER-TO-WALL - - H� -- - --- APPLY TO EACH RAFTER D_ z _ _ — .___. DATE: 12/11/23 4 OF 15 Lu ROOF o RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER z OREQ'D 51-OCKINO PLATE-TO-WALL STUD C520 @ 18" TO AL16N w/57RAPPIN6 IQ ---- _ - APPLY TO EACH HALL STUD ------------------------- -------- - z THE FIRST FL. Q 2ND. FLOOR HALL-TO-IST. FLOOR NALL LFTA or G520 c� 56" APPLY TO EACH NALL STUD11 a EA. LEVEL. ABOVE ® -I FLGOR/GL6. HEADER-TO-JACK STUD C520 © 12" APPLY TO EACH JACK _STUDci q �b Q CRIPPLE STUD-TO HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDON� ANCHOR 557B16 APPLY TO EACH SIDENALL END � " f NRAP UNDER DOUBLE SILL PLATE - IST. FLOOR-UNDER-SILL PLATE 0520 (USE NITH 5" SQUARE MASHERS) 1>. 0� 4� �o S I D� I EN FLAN \ IN E - - - -- --- --- - -- ---- — - - -- -- -- F N USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMEUDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. � x ^ � x ` / 0ENERAL 5�'�vI50L <E'%,r : Q _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT 0WOOD FRAME (L.G. 5TL. y� LW WHEN APPLICABLE) �, EXISTING TO REMAIN —J v NEW WOOD FRAME (L.G. NEW FOUNDATION W V) ALL l STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ❑ MIN. (2) 2"x4" STRUCTURAL LO � N O WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL POST FOR 6 WALLS), U.O.N. - + NEW 2-HR FIRE RATED •C Z WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) l N o 0 -t T- s O :ai In Q NCO O •• , r � I om i i 2xi0 RR ® I6" or, RR ® 16" OG 10 : 12 PITCH 10 : 12 PITCH rl , ♦ / i x ROOF NOTES: � �i 6AF ARCHITECTURAL ASPHALT ROOF 5HINOLE OVER r/ v U V ENTIRE ROOF AREA.15#FELT OVER 1"GDX PLYWOOD ♦ ( {' J/ O O 5HEATHIN6 WITH ICE $ WEATHER SHIELD AT ALL `fl `fl U PERIMETERS 12"OVERHANGS AROUND ALL AREAS FLYERS AT SHED DORMER ENDS TO BE 6";12"AT ALL MAIN CABLE ENDS;PORCH FLYERS TO BE 4". 0 a Q PORCH OVERHANG TO BE AS SHOWN ON 5UILDIN6 ® � ` ' / V W LiN N SECTIONS. 6 \ MUDROOM $ ARA&E RAFTERS TO 5IT ON FIRST FLOOR N — 2 WALL TOP PLATE5. ® I- 0 O O IX6 FASCIA AND VENTED,VINYL BEADED SOFFITS,ALL (V AREAS. f: (14x \ cxv 0 O RUNOFF NOTE: x — 6UTTER5 CONTINUOUSLY AROUND;LEADER LOCATIONS AS PER N INSTALLER-ALL LEADERS DRAIN TO 4" m PVC PIPE TO NEW DRYWELLS. ( U L v LL RUNOFF CALCULATIONS: 0 cn 250a x .167 x '73 = 25,12 gallons of runoff �t1 ® (1) 1'-0" x V-O" 4) oapaclty = 500 gallons 14" LVL RIDGE 14' LVL RIDGE _ _ 14" LVL RIDGE _ _ _ Runoff Gon _ _ ainment Requlres: v / V a (2) V-O"deep x 8'-O" 0 ring OR equal IL (provides BOOOgallons total capacity) 0 x x 0 H U ® \ ® p IL ® 1 a LU RAN Qrry_ i a Q 0I ! oo �U N o� 0p o / ♦ - w �`'/4 ♦ cV 0 / ' \ to �\ \ / \ i L) Z U U . �0" ♦ Jai/ ♦ 1, � - /' \2xe5 r"j 16 CC, O I \� — al'-I I/8 AE OVE 5UBFLR ♦ / Q \ N / v ' LU Q \ � I 2x10 RR a 16' OG 2x10 RR a 16" OG 2x10 RR ® 16" OG 10 : 12 PITCH 10 : 12 PITCH PROJECT: 10 : 12 PITCH Arc- [Q ° A-502 I MUD D Q I, Q RESIDENCE < ° % 900 PRIVATE ROAD #26 SOUTHOLD, N.Y. 11971 PITCHED W/ 2xlo RR® 16" OG RAFTERS 1 10 : 12 PITCH DRAWING TITLE:---- PROPOSED ROOF PLAN t � 2x8 GJ a 16" OG 1 cT-I 1/8" A OVE 5UBFLR PAGE: 1 A-502 Am I Cm)4 ■ 0 :1 2x10 RR a 16" OG I 10 : 12 PITCH DATE: 12/11/23 8 OF 15 I f i l` FROFOSE7) ROOF FLOOR FLAN - 50ALE: 1/4" = I'-O: 4' (P9 :74 Q� < LLI M z Ld Ld _j lu OL < i 0L Lo 0 0) (0 0 0 Zq- 0 04 >1 c) 0 o Lf) _c C) 0 :2 0 < f ................ m L _T_ 1, _T_ I A21 CX14115 OX145 ------ 010 oxi5r oxi CA 55 c1x115 cxl_1�5 EAST ELEVATION (FRONT) SCALE: 1/4" 1'-0" 0 0 L L) z LLI 0 0 cr) N uj 0 -_7 PROJECT: -T -T_ E E­ MUDD 7- RESIDENCE 900 PRIVATE ROAD #26 SOUTHOLD, N.Y. 11971 77 -------- -- DRAWING TITLE: r_x r_X14 ___T PROPOSED EXTERIOR ELEVATIONS -T--i -7-L PAGE: Af% A-;02 0 1 okn j ��E. 1-2/11/23 9 OF 15 I I _T LE 4L17- ------------ < NORTH ELEVATION (RIOHT 5C)E) SCALE: 114" 1'-0" A �A 3 5 N T ll - Ld LLJ < c Lo 0 0 -16 T- C) Of 0 Z CL 0 04 >1 =3 (.0 Jc0 0 Lo 4-1 N 0 < 1 :2 0 ----------- ---------- I,7__ 7 77- T-1 '7- --------- ... 111155 0 X 155 ox 15 5 4 ----------- < Olo - - ---------- --- - ------- ------ --- Q — ox cxl35 rxl35 :28-10 rIX15 CX15 P5516115 F5!�16115 ------------- ........... ------- w NEST ELEVATION (REAR) CL z SCALE: 114" = 1'-0" uj L) O z 0 z M z 0 0 04 Y LU PROJECT: MUDD RESIDENCE 7 ------ 900 PRIVATE ROAD #26 ---------- SOUTHOLD, N.Y. 11971 ------ DRAWING TITLE: CX�4 PROPOSED EXTERIOR ELEVATIONS ----- ------ ----------- PAGE: opu ZuZoolo > OX15 DATE: 12/11/23 10 OF 15 -------------- ? T777 \-WALL HUNG COMBO VENT K\ POURED CONCRETE ENTRY STAIRS TO BASEMENT H/ WHITE COMPOSITE RAILING (p 74 OFN SOUTH _ELEVATI 0.,N ( LEF _.5C)E:) r )A SCALE: 114" = I'-V V, V LVL RIDGE; LIJ SIMPSON 0520 -j CONNECTOR (TYF. ALL) AA) < '� 'E N / s c� Z) 1 0 CD c; 2XI2 RIDGE; a R-58 BA IN FLAT CEILING 5IMP50N 0520 CONNECTOR 5 OTION AND WITHIN PITCHED 0 c Z I WI� R-55 RAFTERS; PROVIDE VENTED 2X4 C,,J ® 16, or- i: 11 11 .. BAFFLES IN RAFT ERS Pq/ BATTS =3 :2xIO RR ® 16" e!)r. Ij i u I (o 3 3 0\(o THERMAL ENVELOPE 0 -w-c w c Jill + < m 0 15 DROOM OL05ET 2x4 STUD FRAME GA BEADED BEADED ENTRY R-21 BATT IN WALL i COMMON TO ATTIC, END WALL, v41 J" SHEATHING PORCH 5$5 SIDING CEILING TYPICAL ALL AREAS 2- 2x8 HEADER ABOVE PITCHED S oo A7T I C ATTIC PROVIDE TRIPLE :2x(o PLATE ON WINDOW WITHIN W RAFTER ATTIC 5U5FLOOR FOR RAFTERS CONTINUOUSLY AROUND TJI 560 FJ a 16" 00 —ALL AREAS FOR CONSISTENT 4-j NMI OVERHANG $ FASCIA LINES ROUGH SAWN —TRIMMED OFENINCS TO KITCHEN :2- 11 LVL HEADER; WRAP 5- 2xI0 HEADERS ABOVE ALL v41 Ix ROUGH SAWN (5) 11 LVL HEADER, DROPPED 5- :2xa FLAT —Ist FLOOR WINDOW UNITS; 4—J WRAP v41 Ix 5ANN CEILINS;NRA 0520 STRAPPING Ix FOR TRIM PROVIDE 2x(o ON FLAT ® SLIDING DETAIL i - ---- -!--- - --- -- DOORS FOR TRAN50M MULLION FRONT ENTRY FAMILY ROOM BLUESTONE SLAB FLOOR or -MA5ONRf' AS SELECTED LILI < 4" POURED CONCRETE SLAB 1-4 ON COMPACTED FILL WITH --- cl TJI 250 J ® 16" 00 R-I'l BATT 41 N.N.M. ro x 10 x 10 Z>- KUXUL CL GAUGE WIRE 5- 11 LVL DROPPED! X e>" POURED CONCRETE FOUNDATION WALL W 1'-4" PRO\/. 5 DIAMETER STEEL LALLY 2- #4 REBAR IN FOOTINO COLUMN 5URIEV IN U NFIN15HEP BASEMENT (TYPICAL ALL AREAS) 24"x24"x1:2" POURED CONCRETE FOOTING BRING FILL UP AS NEEDED 70 LEVEL GRADE UNDER NEW PORCH; COMPACT ACCORDINGLY BEFORE POURING SLAB INSTALL FLASHING OVER HOUSE WRAP FROM BASE Or SHEATHING AND RUN UP WALL MINIMUM Z-O" PRIOR TO POURING SLAB 5EOT I ON A/A-50 SCALE: 1/4 1'-0" (L z ui M L) 0 z 0 ARCHITECTURAL ASPHALT z M ROOFING WITH 15# FELT 1,411 LVL RIDGE; w M OVER J" CDX FILYV400D 5IMP50N 0520 % E I J WITH ICE $ NEATHER SHIELD CONNECTOR (TYP. ALL) z 0 0 ® PERIMETERS 4 VALLEYS 1:2 12 'x BOLT ALL r-.,J TO RR W 2- c,5 04 00 5IMP50N H7 CONNECTOR 0 2XIO CJ ® 16" OC R, PROJECT: 2 41, x 41, P05TS K/ 21, x 211 FIRST FLOOR Ix(b AZEK FASCIA, CENTER AREA 5- -7 4" LVL HEADER ABOVE BEADED VENTED VINYL BALUSTERS $ CAP RAIL; LOFT ANNA'S BEDROOM DORMER WINDOWS; INSTALL MUD COMP051TE RAILING SYSTEM SOFFIT; DORMER FASCIAS TIGHT TO TOP PLATE TO ALIGN, FRONT 4 BACK 0520 STRAPPING RESIDENCE PROVIDE 051(o FLOOR FLOOR STRUCTURE ------- TO FLOOR STRAPPINO 900 PRIVATE ROAD #26 TJI 560 FJ a I OC SOUTHOLD, N.Y. 11971 POURED CONCRETE JI--eyy FOUNDATION WALL (4) 11 LVL HEADER, FLUSH 5- :2xIO HF-Ar�,Ell ABOVE ALL TECO JOISTS TO HEADER Ist FLOOR WINDOW UNITS; DRAWING TITLE:-- 0520 STRAPPING #5 REBAR ® 12" O.C. OUTSIDE BASEMENT BUILDING SECTIONS #5 REBAR ® 12" O.C. ENTRANr,=- 2x(o STUD FRAME EXTERIOR (VERTICALLY) KITCHEN DINING ,,--NALL ® lb" O.C. Pq/ R-21 BATT INSULATION, CDX PLYWOOD SHEATHING, HOUSE WRAP $ 51PIN5 AS ON ELEVATIONS; #5 REBAR ® 12" O.C. t- 0YF5UM BOARD ON INTERIOR PLYWOOD SUEFLOOR PAGE: 51-01, x ell, POURED Pq/ PREFINJ WOOD 2x6 A00 SILL PLATE CONCRETE FOOTING FLOOR OVER TERMITE SHIELD ol ON COMPACTED FILL OVER SILL SEAL; pr cl TJI 250 FJ @ I(oll O(-S R-j-1 BATT PROVIDE 5IMP50N 0520 A001 O .L 0 0 31 W LP74 CONNECTORS 4" CONCRETE SLAB 5- 11 J" LVL PROPI-rD PITCHED TO CENTER FOR ! GIRDER DRAINAGE DIAMETER ANCHOR BOLTS DATE: 12/11/23 11 OF 15 e>" POURED CONCRETE \4—N/ T' MIN. DEPTH a 4a" O.C. FOUNDA71ON NALL V417H 5 DIAMETER STEEL LALLY W MIN. 5"X5"x�" WASHER ® PLATE KEYWAY 4 1'-4" X e5' FOOTI PROVIDE 2- #4 REBAR WITHIN WALL COLUMN BURIED IN 24,,x24"XI2" POURED AND FOOTING. DAMP PROOF CONCRETE FOOTING PERIMETER OF ALL AREAS *NOTE: CONCRETE SHALL BE PC = 5,500 P51 ® :2e� DAYS FOOTIN555HALL BEAR ON EXTERIOR STAIR r�)F-7AJIL UNDISTURBED 501L NITHIN -1� 4N < BE RING CAPACITY OF I-011 = 1 L SCALE: 1/411 1.5 TONS PER 501 FOOT I A-401 4k) SECTION B /A-501 -Ol --- - ------- SCALE. 1/4" = 1'-0" < Ld < DECORATIVE PRE-FAB CUPOLA u') 0 0) 0 41 0 CL 11 L\/L RIDGE 6 =3 (D 0 4-j r- *-w u') (N C) 0 < Imo / \ 2x8 OT a 16 00 ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT s 12 OVER J" CDX PLYWOOD 0 10 1 WITH ICE 4 WEATHER SHIELD 0 PERIMETERS 8 \/ALLF-'4r5 ATTIC 4� PROVIDE TRIPLE 2x6 PLATE ON 5IMP50N H7 CONNECTOR ATTIC 5UE3FLOOR FOR RAFTERS PLYWOOD 5UE3FLOOR Ili" TJI 560 FJ 0 1:2" Or, R-50 " FIRE RATED DRYWALLPROVIDE 0516 FLOOR TO FLOOR 5TRAPPINO a WALL ON CEILING THRU GARAGE 5- 2xIO HEADERS ABOVE DOOR H/ 14 L\/L HEADER ABOVE NINDON5; ALI ON HEADER 5 OVER RAFTER PLATES 16-O"XV-0, HEIOHT5 V417H REST OF $ 0520 5TRAFF NO Ist FLOOR UNITS; 05:20 57RAPPINO I GARAGE - r, Q ' — J 2x& STUD FR AME EXTERIOR WALL a 16' O.C. W R-21 BATT, CnX PLYWOOD SHEATHING, —OUTLINE--OF_5UBFLOO-R-lN HOUSE WRAP $ SIDING ', / \,'' HOUSE PITCH SLAB TOWARDS moop, a FT. 4 4" POURED CONCRETE SLAB ON COMPACTED FILL WITH e>" POURED CONCRETE W.W.M._ ; &x& /lOxIO GAUGE WIRE FOUNDATION NALL N/11-411 X 511 cl. FTC.; PROV. JA-401 .2- #4 REBAR IN FOOTING (TYPICAL ALL AREAS) SECT ON D /A-502 SCALE: 1/4" = P-011 a. z L) 2 j / — 14" L\/L RIDGE z 0 D it 11 L\/L RIDGE; o z 0 2XI2 RIDGE; CONNECTOR (T"rP. ALL) ---51MF50N 0520 CONNECTOR cv) w 00 2xI2 RIDGE 2XI0 C'j a 16" Oc' 0 2xe> r"i a 11(o., 06 11 BOLT ALL CJ TO RR pq/ :2 05 x4 01i a 161 cl 12 ARCHITECTURAL ASPHALT 00 PROJECT: IO ROOFING WITH 15# FELT OVER J" CDX FL'rNOOM NITH ICE $ NEATHER SHIELD 2x& STUD FRAME UNFINISHED ATTIC MUDD a PERIMETERS $ VALLEYSOABLE END WALL; NlNr��ON HEADER AS SHOWN (5) 11 J" L\/L HEADER, wITOP RESIDENCE 5IMP50N H7 CONNECTOR BOTTOM PLATE, SITTING ON Ix& AZEK FASCIA 4 VENTED VINYL SOFFIT ATTIC SUBFLOOR $ POSTED IN WALLS BELOW PROVIDE SOLID BLOCKING OVERHANGS 70 ALIGN, ALL AREAS PROVIDE 0516 FLOOR (!5) 2xbl RAFtr=R PLAT OVER COMMON WALL (3) 2x& RAFTER PLATE ADJUST DIMENSIONS ACCORDINGLY. TO FLOOR 5TRAFFINO ------__ = j 900 PRIVATE ROAD #26 ROUOH SANN CONTINUOUS AROUND R-55 \/jft Ili" T'ji 560 F'j a ic", or, SOUTHOLD, N.Y. 11971 :2- 11 g" LVL HEADER CONTINUOUSLY '-50 AROUND PORCH AREA; WRAP P# Ix 2x4 STUD FRAME Z(4) 11 J" L\/L FLUSH ROUGH SAWN, BOTH SIDES. 2x4 STUD INTERIOR PARTITIONS; DRAWING TITLE: HEADER; TEr'O JOISTS FRAME WALL ABOVE HEADER To RAFTER DRYWALL TO EACH END WALL. PLATES AND WITHIN GABLE 2x6 STUD FRAME EXTERIOR 51ME BUILDING SECTIONS 11 TJ 560 SERIES PROVIDE J" SHEATHING, BOTH SIDES 4 WALL a Irb" O.C. k4l R-21 BATT, JOISTS ® 12 OG B$B 51DINO CDX FL--rNOOD SHEATHINei, HOUSE WRAP $ 51PINO AS ON ELEVATIONS; OVER GARAGE N,\ MASTER BEDROOM MASTER BATH PONDER RM MUDROOM OARAOF- EN7R`r PORCH I r-,-r'F5LJM BOARD ON INTERIOR \—&x(b A00 PORCH POSTS; WRAP W Ix SAWN MATERIAL, PACKED OUT TO 10" 50. ENTR,Y' \ 211 x 61, STUD FRAME NALL TO GARAGE; R-21 BATT INSULATIONCOMMO BE WEN PAGE: BLUESTONE SLAB FLOOR or 4" POURED CONCRETE SLAB STUDS $ ILA FIRE RATED D WALL MASONRY AS SELECTED ON COMPACTED FILL WITH ON GARAGE 51DE OF WALL FRAMIN A.\ N.N.M. & X 6 10 X 10 Ll 111 250 F'j a or, GAUGE WIRER-Icl BATT ROXUL A-3 0 0/12" m 0 :1 BRING FILL UP AS NEEDED 5- 111 j" LVL DROPPED GARAGE !BLAB TO LEVEL GRADE UNDER NEW a" POURED CONCRETE ER I PORCH; COMPACT FOUNDATION NALL W DATE: :12/11/23 12 OF J-5 ACCORDINGLY BEFORE POURING SLAB 1'-4" X a" cl. FTO.; PROV. DIAMETER STEEL LALLr STEP FOOTING 2- #4 RE13AR IN FOOTING COLUMN BURIED IN UNFINISHED BASEMENT 24" 24" 12" POURED F (TYPICAL ALL AREAS) COtRE'TE FOOTING I 7 - - - - - - - - - - LL cd SE0710N C /A-502 �A- 1 5r,ALF-: 1/4" I 0 SECT 10N E /A-502 SCALE: 114" = 1'-01' CL PROVIDE BEAM SPLICE < CENTERED ABOVE COL. PROVIDE BEAM SPLICE 81I PROVIDE BEAM SPLICE 10 WHEN NOTED ON PLANS CENTERED ABOVE COL.-, (4) 515" H.P.O. LAG CENTERED ABOVE COL. (4) 518' H.P.O. LAG loe -----------70, ui 1-1 Ld WHEN NOTED ON PLANS WHEN NOTED ON PLANS (4) 5 ------ __I"- -11 -_ - --- -./ - -_ — — — -_ -_ _j C) la" H.D.O. LAG BOLTS (PREPRILLED) BOLTS (FREPRILLED) _V2 BOLTS (FREPRILLED) r NOTED ON PLAN 11/2 O.D. 5CH. 40 FLOOR 5Y5TEM AS /2" -- -- -- - - -- --- - O �0)) IF OALV. STL. •c C-4 t NEW 5TL. CAP PL. W, V, col/ 00 COL. (A5TM A125) 5 1 HOT D FLOOR V400C' BEAM J : :D Lo 0 OR Ic., (PER BEAM AS PER PLAN AS NOTED ON PLAN CONI`15) WELDED TO COL.; WELDED TO FL. o SEE CAP PL. DETAILS -6 T_ NF-Pq 5-1/2" O.D. 5CH 40 w 0 4-- Z NEN EASE PLATE 'A' HOT VIP OALV. 5TL. COL. — __ Y_ __ - T2 a"xa"x5/e�" TH< L_(A5TM A125) AS PER, 5/e>" THK. FL. 0lo^JELDED TO COL.;SEE -0- 5TL. BASE FL. c FOUND. PLAN BY SIM5 51a TH<. BASE FL. DETAILS FOR 518" TI­I1,. I L. 0 c*4 -7 STEEL (OR EQUAL) OAL\/. FL .4 01 THK..H.D. 51a THK. FL. Y4 51e>" TH< H.D.BOLTING 1 .4 1% 10 OALV. FL OALV. FL. 0 (4) 1/2" HOOKED >, u 1 1 C16 NEN 4" P. ANCHOR BOLTS c =3 (0 PROVIDE COLD JOINT CONO. 51LAB EMBEDDED INTO 0 0 -t AT GONG. SEAMS (TYP) OAF PLATE 'A' CAP PLATE S' CAP PLATE 'C' j__ 0 Lo FOOTING MIN. 4" W/ C'4 FOR CONNECTION OF STL. COL. TO (2) 1-5/4" HIDE FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" HIVE FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" V41DF OVERSIZED HASHER C) LVL L\/L LUMBER OR (5) 2" Nlr�)E OR (4) 2" NIPE LUMBER OR (5) 2" HIDE OF, (4) 2"x KnE DIMENSIONAL AND END NUT SETUP Imo LVL LUMBER, OF, (2) :2" HIDE DIMENSIONAL LUMBER DIMENSIONAL LUMBER OR 5.25" HIDE F5L LUMBER OR 5.25" HIDE PSL, AS WELL AS (2) 1-5/4" WIDE LVL LUMBER OF, (2) 2" HIDE DIMENSIONAL LUMBER BASE PLATE 'A' 4 GRAVEL BASE - -----/NEW (5) #5 HOR. " C REBAR UPON (5) #5 STEEL COLUMN OAF BASE PLATE r�)ETAILS HOR NEW 24"x24"xI2-' REBAR ((b TOTAL) j PEEP P. CONIC. PAD SCALE: 5" 1' FTC. (MIN. 4,000 P51) COMPACTED FILL m STEEL COL. 24"X24 x12 " FTO. DETAIL Z-O" LAP (TyP.) A-40 1.01 SCALE: 5/4" 1'-011 4--J �v + PROVIDE STRAPPING $ NAILING fi AS PEP, CONNECTION 'r:>' IN I i II !` PROVIDE 5" (MIN.) rC)Nrl. COVER "TYPICAL INAILINO/5TRAPPIN6 REQUIREMENTS FOR UPLIFT, PROVIDE 51, (MIN.) GONG. COVER --- ----------- HORIZONTAL REINFORCEMENT OF FOUNDATION WALLS OF ALL REBAR WITHIN P. GONG. SHEAR, 4 LATERAL RE515TANCE OF ALL REBAR WITHIN F. GONG. PROVIDE STEPPED FOUNDATION WALLS 6-0" OR GREATER IN HF_16HT WITH FOUND. k4ALL5 $ P. CONC. FTO'S. ON FACE 0-005 a EA. STUD. FOUND. WALLS $ F. GONG. FTOS. PROVIDE 5TRAFFINC7 4 NAILING ADDITIONAL CONTINUOUS HORIZONTAL REINFORCEMENT AS FOLLOWS: AS PER CONNEOTION 'D' IN "TYPICAL NAILING/STRAPPING NEW 04 CONT. HOR. REBAR 6-5": #4 REBAR 0 BOTTOM, MIDDLE, 4 TOP OF INALL (5 TOTAL) NEW (2) 2"x(b" F.T. SILL PLATES PROVIDE INSULATION REQUIREMENTS FOR UPLIFT, a TOP $ BOTTOM OF >51: #4 REBAR ® BOTTOM, MIDDLE THIRDS, I TOP OF WALL (4 TOTAL) 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER BETWEEN CAVITIES SHEAR, 4 LATERAL RESISTANCE" FOUND WALL (2 TOTAL) TERMITE SHIELD PER ENERGY TABLE ON PAGE 6-005 ® EA. STUD. NEV4 P. GONG. FOUND. 6'x6"-IOxIO VO4.M. BETPZEN (WHEN APPLICABLE) HALL (MIN. 4,000 PSI) NEW 5/5"0 HOOKED ANCHOR #5 REBAR (TYP.) 0- 1 (D < CEN77ER 4 UPPER j OF SLAB : 1� I E30LTS a 5cl" O.C. Pq/5" SQUARE NEW #4 VERT. REBAR 45" SECURED IN PLACE DURING FOUR, WASHER 6 ENMNUT FLOOR 5Y5TEM AS NEW (2) 2'Wb" P.T. SILL PLATES O.C. (T`rp.); HONEVER,'WHEN I /-UPON SILL SEAL UPON COPPER NEW FOUND. WALL &RAPE ABOVE FTC. PROOFING TO EXTERIOR TERMITE SHIELD REBAR (TYP) MOISTURE RETARDER] I/ EXCEEDS 6-0", INCREASE To (b MIL POLY ASPHALTIC DAMP NOTED ON PLAN T #5 BENT i i RT REBAR a 52",0.0. ri NEW HOOKED ANCHOR NEW #5 HOR. REBAR 4 h SPACED VERTICALLY n BOLTS 0 5LI" O.C. W 5" 5OUARE 11 4 EPDXY FIN 4" INTO WASHER 4 ENPNUT 1:2" O.C.;DRILL I R I GRADE 1 J61" CRAPE ADJOINING FOUND.-\ 11 WALL U51NO GUIKRETE II J 4" 6RAVEL BASE HIO z H-5TRENOTH ANCHORING EPDXY #4 HOOKED VERT. REBAR 0 4V' O.C. it I OR EQU AL #4 HOR. CONT. REBAR a TOP t BOTTOM OF WALL (2 TOTAL) Z CORNER CONNECTION P. GONG. FOUND. lldALL (MIN. 4,000 PSI)--' MIN. 11 -------- --IF--------- \A1111 P. CONC. CONT. FTC. (MIN. 4,000 F51) ri 4 r #5 REBAR (TYF) Z-O" Lr\FII ----- - (Typ -----Ir A (5) #5 HOR. CONT. RE13AR J T A- 5 #6 HOOKED VERT. It REBAR a 52" O.C. NEN #5 HOR. REBAR I j7 1 LL -- ----- NEW #4 BENT VERT. RFBAR. TOTAL) - DRILL 4 0 IT----- PROV. CLEAN -------------- 14 EPDXY FIN 6' INTO 11 0 24" O.C. HOOKED COMPACT FILL -0 IT D HOR Z. REBAR---------- ADJOINING r BENEATH ———————4--_4 ———————— I KRETE U51 IN 0 OU U, z HIGH-STRENGTH II II, IINEN 24" kqlMrz x 121, PEt-P. ASPHALTIC, DAMP ANCHORINO EPDXY F. CONO. STEPPED FTC". M (OR EOUA 0 ————-- (MIN. 4,000 PSI) T-I 0 A 401.01 SCALE: 5/4" 1'-0" NEW #5 HOR. REBAR z EXTERIOR FOUNr�). NALL Z�ETAIL (OARAOE) PROOFING TO L) I - ­ � -1 2 II OL TOTAL) V.I.F.FNUMBER OF STEPS (n z < 1"'i =!-= I 5 #5 BENT LLJ REBAR (T'I'F) PROVIDE 5" (MIN.) GONG. COVER 2 W F. GONG. FOUND. WALL OF ALL REBAR WITHIN P. CONC. z (MIN. 4,000 P51) 0 0 FOUND. WALLS $ P. CONC. FT6'5. II' - - -- I I MIN. 5" MIN #4 HOR. CONT. REBAR 0 NEW FTO. cy) TOP, MIDDLE THIRDS, 4 CN BOTTOM OF HALL (4 TOTAL) Lij STEPPED FOUNr7)ATION r�)ETAIL F. GONG. CONT. FTO. A-40 1.01 PROJECT: (MIN. 4,000 PSI) 'T' OONNE C71 ON SCALE: 5/4" (5) #5 HOR. CONT. REBAR 4" P. CONC. SLAB-\ MUDD K REBAR OVERLAc' r7)F_7A1L. RESIDENCE J A-40 1.01 SCALE: 5/4" 1'-0" MIL POLY MOISTURE RETARDER 0,1 4 0 4" ORAVEL-BASE 900 PRIVATE ROAD #26 5/4"xg," P.T. SOUTHOLD, N.Y. 11971 PRoV. CJ�tAN COMPACT FILL ! PECK WARDS F.T. DECK JOISTS AS __--NOTED ON PLANS DRAWING TITLE: 5/4" x REO'D -- ---_ EXIST. EXTERIOR HEI OHT F.T. RISER SHEATHING DESIGN DETAILS FOUND. NALL r7)E7AIL (5ASEMEN7) EXIST. 51PINO MATERIAL 5/4"x6" P.T. DECK BOARDS FA-401.01 -0" 2"x BLOCKING a EA. SCALE: 5/4" 1' BUILDING PAPER 4 HOUSE WRAP STRINGER TO MATCH SIZE TO FULLY OVERLAP FLASHING OF P.T. PECK JOISTS NEW STUD HALL— OAF FOR i DRAINAGE 514"xb" COMPOSITE FASTEN STRINGER TO BLOCKING (MIN. (o PAGE: l:)ECKIN5 (U.O.N. ON PLAW "Z" FLASHING SECTIONA:)F-TAILS) V. FASTENERS) A" :in A01k _41- NOSINOIf Al cryp) 2 x12" P.T. 5TRINOERS ® 16" 4" THK. x 5" WIDE x WIDTH O.C. (MIN. 5 STRINGERS 0 A EA. STA I RNA`0 FLASHINO OF STAIR P. CONC. FAD DRIP EDGE F.T. DECK J015T COUNTER AS PER PLAN JOISTS AS PER PLAN FASTENED H/ (2) COUNTER AS 2"xb" F.T. BLOCK IN BETWEEN DATE: 12/11/23 1.3 OF 15 5/8" 4) x 5" LONG HEAVY DUTY GAL. EA. STRINGER. FASTENED TO NOTE: LAC BOLTS 0 1611 O.G. INTO MUD SILL $ ALL DECKINe SHALL BE FASTENED RIM Br;).;NHFN 0 FOUND. AALL FASTEN METAL OALV. J015T HANGER F. CONC. FAD Pq/ Iq1(b4'1 x H/ COATED DECKINO SCREV45 BY BY '51MPSON' (OR EQUAL) a 5-1/2" CONCRETE 5CREP,15 BY "DECK MATE" (OR EOUAL) (2) 5/a",P x 5" LON5 APPROVED EA. JOIST "CALIBURN" (OR EQUAL) - MIN. MASONRY ANCHOR-5 a IV' O.C. (5) 5CREV45 PER BLOCK 0" MIN. 7" FLASHING GRADE GRADE NEW FOUNDATION k4ALL- -7 LEr�)OER OONNECTION DETAIL re�� EXTERIOR V400r�) STAIR DETAIL < I A-40 1.01 _j A-40 1.01 1 SCALE: 1" 1'-0" SCALE: 5/4" 1'-0" 41 T-11 < "I ji II III, II 11 \11L :21 Ij-4 C) Ld ILLI —j Il HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE -E SPECIFIED ON 51DE OF STAIR IN ACCORDANCE W MANU. SFEC.'s; LO PLAN'' AND NOT PROJECTING MORE THAN 4Y2" INTO CY) (D STAIRw . WAY;SEE HANDRAIL 5RIP SIZES ADJACENT 0 .6— T- PITCHED METAL JOIST HANGER BY '51 VFSON' OR EQUAL FIRST FINISHED FLOOR A 0 c Z -se 0 IY2" MIN. SPACE BETWEEN -c 0 LO WALL AND HANDRAIL TrP. ROOFING (SEE N SECTION NOTES) FERMACA5T COLUMN c C) FINE RISER AS PER PLAN < :2 0 TYP. ROOF GON5TRUCTION 5/4" PINE TREAD 57ANDARIDS FOR ORIFFABLE HANDRAIL (SEE SECTION NOTES) PLAN f/ SCALE: NTS 'SIMPSON' H2.5A p0 PARRAFTER. TIE X CROSS SECTION MIN. HAND RAIL "SIMPSON" I" ROUNDED NOSING OIROULAR NON-OIROULAR CLEARANCE POST BASE PER W/Y4" RADIUS <tu P05T SIZE (NOT INCLUDED IN TREAD DIMENSION) j 411-64 11 G.J. AS PER PLAN (WHEN APPLICABLE) FINISHED STONE m :2 2,v, FASCIA BOARD 411-211-7 0 /// FERI _4 MIN. MAX 4" CONC. SLAB tit 4J �` p / / / / BEAM AS PER PLAN Q < V tu x x Q Lu NEW "SIMPSON" LU526 /,, �/ OALVANIZED JOIST /xx,�/,\///x/// HANGERx > BACKFILL GRADE -OMPAr TED (5) VxIV STRINGERS a N/ R-21 x INSULATION, IF UNDERSIDE 15 FACINIS FERMACA5T COLUMNS AS PER, PLAN 5TORAC7E/NON-HABITAL SPACE H/ "SIMPSON" P064 (FOR 5 FLY 5M) XX X EXTEND FOUND. WALL 4 FTC. AT OR "SIMPSON" B052-214 (FOR :2 PLY BM) P05T CAPS 1. COL. PER FOUND. PLAN;PROVIDE \ ADDITIONAL (2) #5 VERT REBAR Y2" GYP. X 5D. / IN CONC. WALL BENEATH COLUMN r STORA02: UNDERo a �\ \\/ (WHEN AFFLICALBE) EXTERIOR MASONRY II zi <4 FOUND. WALL 4 FTC. SEE DRAWINGS FOR SIZE AND I LOCATION TREATED VxIV SILL FOR CONTACT N/CONC. (IF APPLICABLE) 5A!5F-��E:NT COVEREC) FORCH C)ETAIL (UPPER) 00\/ERF-r�) FORC.,H FOUNr�)ATION r�)ETA)L rl 0 ---------- ---- - A-402.0 I SCALE: 5/4" 11-all A-402.0 I_j 50ALE: 5/4" INTERIOR% HOOD STAIR DETAIL a. SOALE: 5/4" = P-0" z w N 1 OTE: 4" P.GONG.SLAB 0 I. IF FINISH MASONRY USED (SUCH AS N/bxb 10/10 K,4M 0 a BLUESTONE) - MASON TO ADJUST UPON COMPACTED H5HT OF LANDING AS REO'V TO FILL 0 ACCOUNT FOR FINISH MASONRY ORAIDE I.- 2. ALL HORZ. SURFACES SHALL BE PITCHED z 1:4�� AWAY FROM BUILDING REBAR BENT TO w It SLAB AS SHOWN P.T. D.J. AS z 5/4"xb" P.T. DECK 0 0 5. FOR SLABS ABUTTING FRAMING, INSTALL BOARDS PER, PLAN 0 L) COPPER FLASHING FROM 12' ABOVE AND SIMPSON H25A RAFTER ADJACENT TO 5LA5, BED ALL FLASHING • IN ASPHALTIC, MASTIC, TIE (OR EQUAL) Lu ce) (1) #4 REBAR a EA. STEP;51, r-VR a ENDS X\\)// x P.T. BEAM AS NOTED NEW 5IMP50N ISLE, BEAM SEAT I ON STRUCTURAL PLANS X CONNECTOR; INSTALL PER MANU. SPECS. s PROVIDE FLASHING AT X\ X X X/� N X loll ANY WOOD/GONG. CONNECTIONS x COMPACTED PROJECT: —LANDIN0 \ z L • FILL GRADE 4" P. CONC..SLAB W m A7 N/\'N 12"0 '50NOTUBE' FILLED I 'W Y #4 REBAR a '10 X Vxb"-10/10 W.W.M. 11 I'll �///\ LL MUDD 2 X411 O.C. (M XX SOLID k4l P. CONC UPON COMPACTED FILL \x \x xxx 4" DRAIN /X RESIDENCE IN 5) LL (MIN. 4,000 PSI /XX/\'/ /,\X\>�X\/ CONNECTE /K (2) #5 BENT REBAR X NEAREST DRY V TO NOTE: x X\I/ ALL P. CONC. V, SHALL BE 7-7 900 PRIVATE ROAD #26 NEW (5) #5 HOR. X>/�\X SOUTHOLD, N.Y. 11971 #4 REBAR CONT. a loll O.G. (MIN. 5) X/X 4,000 PSI (MIN) NEV4 2O"x2O"xe>" DEEP P. CONC. PAD REBAR UPON (5) #5 X X FTC.6. (MIN.N. PS HOR. REBAR (6 TOTAL) 1) #4 REBAR CONT. 4,000 1) /X\ xxx V /\�>>/x X --- X/ X\ X #5 BENT REBAR a 12" O.C. DRAWING TITLE: X, /X� X ' V' THK. P. GONG. WALL "54 X/X/�/ X//\ DESIGN DETAILS \\xxx\�/\//\ \x \��) '��>/"Xxx K (1) #4 REBAR CONT. //�,xx X X\,�/\ IS WIDE x 12" DEEP .1 . I., . 1- x/�>x P. CONC. FTC. XX X\, X X>\ \,X/v X (2) #5 HOR. EXTERIOR V400D DECK DETAIL PAGE: I A-402.01 50ALE: 5/4" 1'-0" EXTERIOR MASONRY STAIR r7)ETAIL A-4091�: mojm A-402.0 1_1— 5CALE: 5/4" = 1'-0" DATE: 12/11/23 :14 OF 15 < OF < LIJ Ld E C-4 L0 0 cr) 0 C) ----------- LL 4" FRESH AIR VENT O 0 a C z THROUGH ROOF CL < < co :3 0 O _t V_ 04 -1-j oo .. < Imo NEW BATHROOM :211 NOTE: :2111 1 111 ALL PLUMBING4 IL I I 2 I FUEL GAS WORK LA\/. I I I I PROVIDE "ABESCO FP200 FR 0 SHALL CONFORM 1210 1 I EXPANDING FOAM" (OR EQUAL) _j TO LOCAL iL I I WG I i AT ALL PENETRATIONS IN FIRE f PLUMBING CODE 4 tu RATED WALLS AND FUEL C7A5 0 FLOOR5/0EILIN65. PRODUCT CONFORMS TO A5TM E &4, ASTM E 84, AND UL 14-T9 FIFIN67 PENETRATIONS: r\j 2 I. PROVIDE "ABESCO FP200 FR G.O. EXPANDINO FOAM" (OR EQUAL) AT ALL PENETRATIONS AT HALLS AND FLOORS/C EILINOS. NEW LAUNDRY NOTE: NEN MASTER BATHROOM NEW PONDER ROOM ROOM NEW KITCHEN ALL PLUMBING WORK 2.PRODUCT CONFORMS TO A5TM E a14, A5TM E e>4, AND UL 14-711 SHALL CONFORM TO LOCAL PLUMB INe CODE O NEW KITCHEN i ----------------1 7----------------O r----- :2111 1 1:211 :211 ILL I I CLEAN OUT I LAV. 2'1 LAV.2'1 SINK 43 CD I I LAV. I I I SINK AS REO'D 2" 1:211 I I I IL Q �/� PROVIDE F.A.I. rr i I_ : I_ :, I ;2" ti- 15HOV4ER 1-�" I TUB mvq E 21 r-i 2­ 511 511 I G.O. PROPOSED 500 G.O. /-OALLON BURIED 4" PROPANE TANK 41, HOUSE MAIN DRAIN C.O. OAS SUPPLrJ 411 VERIFY SIZE TO SEPTIC N1 MANU. HALL HUNG COMBINATION < 50ILERMATER HEATER < FL' 1m;=, 'N0 RISER ­-PRAIN -1 NASTE V`NT SCALE: NTS 07AS-RI 5ER.- \,SUFFL"*e- _ 50ALE: NT5 w z 0 z 0 z z 0 0 LL N LU NOTE: NO WORK SHALL CONFORM TO ALL PLUMBING-------------7 T1 AIR I ----------—---------------------- LOCAL PLUMBING CODE 1HANDLER 1 1 PROJECT: AND MUDD NEW BATHROOM HOT HATER, SUFPL'( o i ------I RESIDENCE COLD HATER SUPPLY -------- O LAV. tu PROVIDE "ABESCO FF200 FP 900 PRIVATE ROAD #26 X EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE SOUTHOLD, N.Y. 11971 RATED WALLS AND FLOORS/CEILINGS. PRODUCT CONFORMS TO A5TM E a14, A5TM E e54, AND UL 14-7q t DRAWING TITLE: L : ----------- ------- .......... PLUMBING RISER DIAGRAMS NEW MASTER BATHROOM NEW POWDER ROOM NEW LAUNDRY NEH. KITCHEN GAS RISER DIAGRAM ROOM LAV LAV LAV. SINK PAGE: Q 1'�7 SINK INTERIOR SHUT-OFF 3:1 FOR HOSE 515 N1 iz, I ]! oinoi X I LL I : _�Ii(i:4 SHOWER F REF. NEW FREEZE PROOF N05F_ 515 L L 1 : wl VACUUM BREAK FASTENED L _j L: W/PIPE FASTENERS PRECISE LOCATION T.B.D. IN FEI D CONSULT W OWNER) DATE: 12/11/23 15 OF 15 F­ +4� TO PRIVATE HELL ------------ I ------------- L---------------- r1 A, ------------------ HALL HUNG < BOILER/HATER HEATER COMBO AIR HANDLER < C (P A FLUMBINO RISER SUFFL""( FIN 14 -14 SCALE: NITS