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Home My WebLink About49457-Z of SOUr Town of Southold * * P.O. Box 1179 �0 53095 Main Rd u►m Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45667 Date: 10/24/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 375 Tucker Ln Southold,NY 11971 Sec/Block/Lot: 59.-11-7 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/02/2023 Pursuant to which Building Permit No. 49457 and dated: 07/10/2023 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: addition and alterations, including first floor alterations with entry stoop, portion of as built finished basement converted to accessory basement apartment,to existing single family dwelling as applied for. The certificate is issued to: Emily Kessler Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49457 09/09/2024 PLUMBERS CERTIFICATION: Jack Gismundi 08/29/2024 utho iz Si nature ho��oFsa�ryo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT • 4 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49457 Date: 07/10/2023 Permission is hereby granted to: Emily Kessler 405 Kerwin Blvd Greenport, NY 11944 To: Legalize "as built"finished basement. Construct alterations to first floor and construct a basement apartment to a single-family dwelling as applied for. Rental Permit Required. A'mensl'ed10 17/�24to ' reconfigure f irst:floor ..,a--ell�as updafin_g th_e�basement floo'raplan (V,dPegr se s Premises Located at: 375 Tucker Ln, Southold, NY 11971 SCTM#59.41-7 Pursuant to application dated 06/02/2023 and approved by the Building Inspector. To expire on 01/08/2025. Contractors: Required Inspections: Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $615.20 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $239.60 CO-ALTERATION TO DWELLING $50.00 ELECTRIC $200.00 Total $1,104.80 Building Inspector �SUFFoc,��o TOWN OF SOUTHOLD ao Gyp BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY y�ol -�V 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#: 49457 Date: 7/10/2023 Permission is-hereby granted to: Kessler, Emily 406 Kerwin Blvd Greenport, NY 11944 To: Legalize "as built" finished basement. Construct alterations to first floor and construct a basement apartment to a single family dwelling as applied for. Rental Permit Required. At premises located at: 375 Tucker Ln, Southold SCTM #473889 Sec/Block/Lot# 59.-11-7 Pursuant to application dated 6/2/2023 and approved by the Building Inspector. To expire on 1/8/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $615.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $239.60 CO-ALTERATION TO DWELLING $50.00 Total: $904.80 Joe Building Inspector so�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 o Jamesh _southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Emily Kessler Address: 375 Tucker Lane city:Southold st: New York zip: 11971 Building Permit#: 49457 Section: 59 Block: 11 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Lowell Electrical Electrician: Fred Fragoza License No: 3211-ME SITE DETAILS Office Use Only Residential Indoor Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO2 Detectors Sub Panel X A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches Q 4'LED Exit Fixtures Sump Pump Other Equipment: 1 stove , 1 fridge, 1 hood, 2 4ft base boards with t-stats Notes: BASEMENT APARTMENT Inspector Signature: Date: September 9, 2024 375 tucker In �OS�ffO(C Town Hall Annex �� Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 y = r' Southold, NY 11971-0959 �aO • U' 4,1 V BUILDING DEPARTMENT J AUG 2 9 2024 ` TOWN OF SOUTHOLD ELTILDING DEPT. CERTIFICATION Date: CJ 2 Building Permit No. Owner: KISS)e c (� (Please/print) Plumber: `— y k 5 W l j /� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. , w �} (Plumbers Signature) Sworn to before me this C) l day of A L{0 V4 20 CONNIE D.BUNCH Notary Public,State of New York No.01 SU6185050 Qualified in Suffolk County �j Commission ExplresAprll 14,2i�C� Notary Public, County 1 OP SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. CIO 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH 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: -b 1 vm 6 D b G l o"L ' AA0. t-o k) OL. C art t o ug" DATE INSPECTOR -- o��oFso Iq q 57 325' 14c;ke-r )-lu. # # ..TOWN OF-SOUTHOLD BUILDING DEPT. `1— °`��o +� 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) [ '] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: DATE a INSPECTOR ho��,oF soulyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [Uf.'RW GH 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 O[ ] PRE C/O [ ] RENTAL REMARKS: V gm4k Plv6m wl, olv6_7ve,, G DATE INSPECTOR Of SOUTHp� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1602 INSPECTION [ ] FOUNDATION 1-ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ .K.FINAL SULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: G_ag 4 Ago &st;' (k_ ddjL,,-_ czle� DATE V2Y • INSPECTOR ho��OF SOUIyO� Z # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH 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: gwyneyJ Aicar6-yen f V_ Gl w1 - moods t5rx aLteC41 c7pL DATE INSPECTOR SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. . co 631-765-1802 6ANSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] I LATION/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: 0i 9*A&" hk fhg q3" Aw CA t Av l Mom-. X., 0\44 dl�.I) DATE Y6l INSPECTOR *� r r,` •• n t 7.`r3 R{h ppppppp� SEP 2 3 20.4 Building Department Town or Southold a ;`a. °��' �� >�� 4' Y. �".� }~ ;,v�: L i,� ,�.' .7/{- ;- r�ew r r � � � / ' • ni J3 .� .r .d. ;.�, �. , k; Y yq Lja z _ af JR, at Will N, A • odd^a E � S a � e . \ �, �� -- tee-� a �8.¢y8� a Al /1C C _ . . .. . � �._ H o p y ° ❑q _ iiR a ; O pan M �Sr1T a=i a --- -- --- �(Il jj 1�rar�l e?yYc � R a �:IC KtN Al r— oa ----- ---- fill -------------- -------------- 0 Ntd r N M 1 ECEOWL ' S E P - 5 2024 Building Department Town of Southold 49 6-7 ef� r ,l F70/- -T qq ' 5 -7 4 V � J lil -------------- rr t R . t It a � t {itl��i . At- � CE L _ � AUG 2 5 2024 Building Department Town of$outhoid Bunch, Connie From: Emily Kessler <emilyjacklynkessler@gmail.com> Sent: Thursday, August 29, 2024 9:30 AM To: Bunch, Connie Subject: 375 tuckers gfi Let me know if you need anything else for electric cert :) ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. WIN I " �# +►! ... .. -------------- �a.Jr�l tM t� w--............. ---- iir1�• .. ,.. T 1 FIELD INSPECTION REPORT7 DATE COMMENTS FOUNDATION (1ST) y -------------------------------------- FOUNDATION (2ND) vet z n slab lvtithi 1ok—. ok- /V c%se. S/a h. po N ° 4 4ess .c evbn A ei h �J ROUGH FRAMING& PLUMBING A ID i 1rt� �C h1at�s °� INSULATION PER N.Y-. 3 STATE ENERGY CODE O - WP�I Gam- Glo FINAL t v e, ADDITIONAL COMMENTS -�— 1 p ► � a6 6a o q Nd Rc, 41, 0 z x tv M b H o�oS�FFntK��a TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny._gov Date Received APPLICATION FOR BUILDING PERMITTWE For Office Use Only J U N - 2 2023 PERMIT NO. q9qS�Z_ Building Inspector: 4 O4 t; . }+ c '. tj'. Applications and forms must be filled out in their entirety.Incomplete a�t applications will not be accepted. Where the Applicant is not the owner,an r° `' Owner's Authorization form(Page 2),shall be completed. Date:06/02/23 OWNERS)OF PROPERTY: Name:Emily KesslerM scTM#1000-59-11-07 Project Address:365 Tuckers Lane Southold NY 11971 Phone#:917-969-1173 Email:emil ackly ss er@ ail.com Mailing Address:365 Tuckers Lane Southold NY 11971 CONTACT PERSON: Name:AMP Architecture, Michelle Sarabia Mailing Address:PO BOX 152, Mattituck, N.Y. 11952 Phone#:631-603-9092 Email:msarabiq@qrpp_grchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO BOX _, MattltUCk, N.Y. 11952 Phone#:631-603-9092 11T!�11-qportillo @qMparchitect.com am architect.com - _. CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: (]Other Legalize existing finished basement and proposing accessory aparment $n/a W ill the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION ' Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 NC 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 herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing.code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted rint P Architecture n ■❑Authorized Agent ❑Owner Signature of t:Applican Date: Ole I-00-__�La STATE OF NEW YORK) COUNTY OF '4.Q-AA 1 dI I Vli�rot Vj being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith >, BARB//A��RA H.TANDY Sworn before me this Notary Public,State Of New York No. OiTmoawoi Qualified In Suffolk County oZ day of l —� , 20 c73 Commission Expires-CZ i2n S• abd'7 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Emily Kessler residing at 375 Tuckers Ln Southold I, NY 11971 AMP ARCHITECTURE do hereby authorize to apply on my be to the Town of Southold Building Department for approval as described herein. 6/1/23 Owner's Signature Date Emily Kessler Print Owner's Name 2 Iplt _1 MAR 1 1 2024 ' xo' t BUILDING DEPARTMENT-.Electrical Inspector TOWN OF SOUTHOL[tX)ff3� r .�1io : = Town Hall Annex- 54375 Main.Raadf° 'OB'o �1T9` „ Southold, New York,11971-0959 Telephone (631) 765-1802_- FAX:(631):765-9502 ro err southoldtoWhh . ov: seandas6utholdtownny.gov:.: APPLICATION FOR ELECTRICAL INSPECTION( ELECTRICIAN INFORMATION (Ail Information Required) Date-, = Company Name: n Name: s: License No.: J,z///yj email: . Address: /U Phone No.: Job'SE INFO" (All infor ation Required) IT Name: r Address: aCross.Street: Phone No.: /73 Bldg.Permit#: 9 .� email: Tax Map District. 1.000 Section: Block.. Lot: BRIEF'/DFSCRIPTION OF WORK (Please Pr' t Clearly) a Circle All:That.Apply . Is jobryready for inspection?: YES NO Rough. In Final Do you need a Temp Certificate?: YES 1410 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:. A #Meters Old Meter#'. New:Service-Fire Reconnect a- Flood Reconnect-Service Reconnected-Underground overhead: # Underground Laterals 1 2 H Frame Pole .Work done on Service? Y N Additional Information:, 5 PAYMENT DUE WITH.APPLICATION. Request for Inspection Form.xls {BAR 1 1 BUILDING DEPARTMENT Electrical Inspector r- TOWN-OF SOUTHOLQ,�}£�,D' i;n '`` =� Town Hall Annex- 54375 Main Raab Z P.00B�9i.�1 1' 9 Southold, New York 11971-0959 Telephone (631) 765-18.02 -FAX:(631) 765-9502 r6gerr(&_southoldtowhny.g6v wand&-southoldtownny.aov APPLIGATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: j1 ' a Company Name: Name: ., License No.: x///) ernaii: Address.: x 1U � Phone No.: — S4l 7/ JOB.SITE INFORMATION (All Infor ation Required) Name: SS Address: Cross Street. ' Phone No.: - Bldg.Permit#: email: Tax Map. District: 1000 Section: Block: .Lot:_ BRIEF/D'E/SCRIPTION OF WORK (Please Pri t Clearly) Circle All That Apply: Is job`ready for inspection?: YES' NO Rough In,. .-Final- Do you need a Temp Certificate?: YES /4fo Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph ' Size: A #Meters Old Meter# New Service= Fire Reconnect- Flood Reconnect-Service Reconnected -Underground Overhead #Underground Laterals 1 .2 H Frame Pole Work done on Service? Y N Additional Information PAYMENT DUE WITH APPLICATION 31.i21ay $`a kcW(UC Request for inspection FormAs PERMIT Fi 1 Address Svvitches ` I Outlets' l GFI's Surface l Sconces H H's �� ` (JC US Fans Fridge l HW %Exhaust t Oven / WAD �r,r?okes DW Mini -arbon Micro Generator -ombo ( Cooktop Transfer V AH Hood I Service Amps Have Usec -pedal- n r/� ,` r ' :on,ments A � C�IG�i��,� �' �� c2`l®V J BUILDING DEPARTMENT- Electrical Inspector 4�� CMG TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 ' COrft r N Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �;y'ffpl �a;,,;:- ' ;{� rogerr(cD-southoldtownny.gov — seand(a)southoldtownny.aov z�µ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I,(zei I2.3 Company Name: Electrician's Name: cIwIl License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: +I Address: 2>7 ve-KCA3 :500%r A)l l( Cross Street: 6,risw�l� Phone No.: 91 61 117 Bldg.Permit #: (LGj �S� email: a--% Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print CI .arly�): VVII _A SquareFootage: Circle All That Apply: Is job ready for inspection?- F1 YES NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Informatio - (All information required) Service Size Ph❑3 Ph Size: �A # Meters _ Old Meter# w Service0 Fi e Reconnect OFlood ReconnectOService ReconnectQUnderground Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT 9 Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fans Fridge H W Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments o ad APPROVED AS NOTED DATE7- d-23 B.P. 4 rI��5#L_7 COMPLY WITH ALL CODES OF, FEE qe)I- r3b BYA NEW YORK STATE & TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS O ,t 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TOWNZBA 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN PWINING BOAR© 2. ROUGH-FRAMING,PLUMBING. STRAPPING, ELECTRICAL&CAULKING 3. INSULATION SOUTHOLD T"YRUSTEES 'k 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.G. ` N.Y.S.DEC ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. Additional ELECTRICAL CertlfiCation INSPECTION.REQUIRED May Be Required. PLUMBER CERTIFICATION OCCUPANCY OR ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY USE IS t NLAWLFUL SOLDER USED IN WATER V SUPPLY SYSTEM CANNOT WITHOUT CERTIFICATE EXCEED 2110 OF 1% LEAD, OF OCCUPANCY PLUMBING Blower door ;kL P,%46ING WASTE &' A ER LINES NEED. Sing ductm* TESTING BEFORE COVERING . teStin�re�j�lil�'ed. Ore Separaion Must provide Manuals to<4uu1cqA as per J and S as per NYS Codes MYS Energy Code 4 provide- 5"Xe— and Ca rbon mwxid, r-e ui red ptcr N 5 SITE PLAN HATCH KEY: d PROPOSED BUILDING ADDITION Q ® PROP05ED ACCESSORY STRUCTURE W Ld PROPOSED 2ND STORY J Q L0 Z) ' O'^ w � W 77 Lo Xom U N ^ i »• s L / Iw, J h L 3 •; ` ^ < O Ili f S 2 O 11 /7 S2�04 J '00" 1 EXI2.E -4--J SHED �tW b ._.. ll[1 V400D -------------- x >. III II IDRI Vzy - II - ' LFA <INO_ I GONG• LOCATION MAP � IIIII '� - ��--�I ALKl� 1 k 50ALE: NTS S 1 DRI\/E. 11 1 1 x Q -- rv� �---- - I � �� PROJECT LOCATION &SCOPE t--------------- -----=-=------- -LEGAL I ZE EXIST 1 NO FINISHED BASEMENT (� SITE PLAN & ZONING DATA .�, I -FROFOS I NO �4GGE550R1' AFARTMENT GONG. 1 �•.`�' � - N�`�'< - c" Oa®02.00 ENERGY TABLEGENERAL S F-XISTINO I - F-Xl5T _ _ F O�E�-T DATA : STRUCTURAL DESIGN CHARTS DNF-LL I NO � �'` 1 O-OO;.%.00 HOLDOWN, ANCHOR BOLT, U) ,;, , :.. STRAP -�.® ,\ AILING DETAILS ;:. ,:. � �;�. . �: � � PING & N :�EGT .�C.��lNt >;C7.�"�"f�.�: FASTENING� - • SCHEDULE TAX MAP 1000-5Q—II-07 REMA INS ,z 1 _ 2. C(j i — I Q .�� PROPOSED DEMOLITION PLANS 0 ® ZONING DISTRICT R-40 NG 9° �; 2 .� I G Q ' O• LOT ARE, 0.5 AGRE5 - V IJ ,. AREAGof0 - ADDITION Z-10201;Ig80 ' ---Y = �c- ®2 .®® PROPOSED FOUNDATION PLAN GofO -DECK Z-20026;1aa1 DESIGN DETAILS � CofO - ALTERATION TO EXIST. z ,��_ 555242016 uw f ROOFED IDEGK \\ - PROPOSED FIRST F EXISTING XI5TINO FLOOR PLAN HABITABLE OR055 > SPACE AREA � BASEMENT AREA 26q S.F. 137ci S.F. F 42 .5 ' _ " 9� � � T W I FIRST FLOOR AREA 1583 S.F. 18a6 S.F. �— � O � .00 DWV/ WATER SUPPLY RISER o ��I��• Y_.I_, Q - — AREA TOTALS 1552 5.F. 32"15 S.F. I`t PROJECT: SED PROPOSED LAND I NO HABITABLE OR055 0 _ SPACE AREA K ESS L E R ®I I Q BASEMENT AREA -iq3 S.F. 137a S.F. o GONG. - --- --------- RESIDENCE 'A I LQ FIRyT FLOOR AREA 1583 S.F. ISci6 S.F. ° Y`4 (y AREA TOTALS 2376 S.F. 32-i5 S.F. tVl I � - ------ 365 TUCKERS LN �. \.. �ONS �M,4��l�i'�li�}�1NoTHOLD � u .. a; llm A, m Ilk, IV ;\ _.. „ \. DRAWING TITLE: EXIST. PROPOSED COMPLIES PROJECT LOCATION & SCOPE _ -- - SITE PLAN & ZONING DATA — — — — — _ — MIN. FRONT YARD 55.0' 36.0' 36.0' YES , I MIN. SECONDARY 20.0' 21.7' 21.7' YES FRONT MIN. 51 DE YARD 10.0' 25.7' 25.7' YE5 PAGE: ....... .... .. ,.. :10 . o•��\', ors. ,.. ..\:�:.i.a.:. 3� .�\�\�� ,�� \ \\ \\ it "\ fit � <..\... :.: . :: :' :.�: �\\��°;�: �ya�y�\�:\GG��50�2Y �€�� T..RR3»�2l ;Et�� i"{"'� : ,� \\\ \\�:°. ��?..... ., , G 0® � .:.:7V.JT'r't4i L ;t� 9I`l. L./L!,'�"w»': G+'.L✓,'","#...... \_: a T Q L A N E MIN �7 MAX PROPOSED COMPLIES DATE: 5.17.23 1 OF 7 MAIN HOUSE HABITABLE S.F. 16005.F. - 18525.F. YES APARTME HABITABLE S.F. SITE LAYOUT NOTES: (MAX IS Olb OF MAIN HOUSE I. THIS IS AN ARCHITECT'S SITE PLAN t IS 4505.F. 741S.F. 6:2.452. YES HABITABi_ PAGE AND SUBJECT TO VERIFICATION BY A LICENSEDR�D SURVEYOR. THE INFORMATION G?NNOT �XG ED 750 S.F.) �'� C',c� REPRESENTED ON THI5 SITE PLAN IS TO THE a C,�'' �N M. p ARCHITECT'S BEST OF KNOWLEDGE. PARKING SPA E5 3 - 3 YES r � 2. SURVEY INFORMATION WAS OBTAINED `� ;,( } 0 FROM A SURVEY DATED AUG. I, 2023 AND PREPARED BY: NATLAN DAFT SURVEYOR III V OP le LAND SURVEYOR � 1586 MAIN ROAD, 51 T� PLAN JAMESPORT, NY I1a47 5GALE: 1" = 10'-0" NOTES � 5F5f I F I GAT1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55RE ll 11" 7I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP TH15 CONSTRUCTION DCCUMENT BINDED 1. ALL LUMBER SHALL BE DOU6LAS FIR LARCH #2 d BETTER (Fb = 875) UNLE55 THE PROVISIONS OF TH15 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. Q TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RE5PONSIBILITY TO READ ALL NOTE5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. lF BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER 0 SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS" AE30VE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR W 6" MIN. FOUNDATION EXPOSURE. A6ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR w GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY &LASS UNIT INSTALLED BLDG. , BUILDING �K KIPS (1000 LBS) -� GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, I. No WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. : , APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXI5TIN6 STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. SPEC.s MANUFACTURER 5 SPECIFICATIONS N 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 'S APPLICABLE AS A DERIVED WORK). 4. ALL &LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM Q Lo ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR MANUFACTURER 5PEGIFIGATION5. O � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL I-JO1 T5, S LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. MEGHANIGAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. r• 3. ALL WORK SHALL CONFORM TO NATIONAL, FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 BOTTOM OF WALL MIN. - � MINIMUM "� 0 AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.1 THROUGH Ib. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. C-J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 It 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURP05E5, .0 ems-- Z OF THE OWNER/BUILDER INCLUDINO END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED -I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC. BG NEW PORK CITY BUILDING GODS a ..N 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GONT. CONTINUOUS O.G. ON CENTER X U 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE C O SHALL BE CLARIFIED WITH THE ARCHITEGT/EN6INEER BEFORE PROCEEDING b. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 5. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 DBL. DOUBLE OGG. OCCUPANCY O m .=3 (0 WITH THE WORK. ORADEMARK SHALL INCLUDE AN EA51LY D15TINOU15HABLE MARK OR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. o 45 In q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INVONIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE 6. NO DEVIATIONS OR GHANC,ES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. q. ALL WINDOWS TO BE ANDER5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION �'' CN 0 O o UNLE55 APPROVED BY THE ARCHITECT/ENOINEER. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE Q O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION 11 P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 0-003. GENERALLY, SHEATHING IS OF I/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENT5 WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND E6RE55 EA EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. WOOD ►-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING, GENERALLY, TO BE OF 5/4" THIr,KNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN6 AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION P.T. PRESSURE TREATED NAILING AS PER FASTENING SCHEDULE ON PACE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, TH15 TEMPERED &LA55. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, EQUIP. EQUIPMENT REQ'D REQUIRED -.I.� CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING GORE AND ANY ADDITIONAL 12. EXTERIOR SHEATHING To BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ° - APPROVED EQUAL. EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING RI RISER / 1 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA M1551LE TEST OF A57M Elggb AND ASTM E1856 AS MODIFIED BY 2020 NY5 BG v AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR A55EMBLIES SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RM. ROOM M PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 1 n , W 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER VJ RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' CR055 BRACING AT JOISTS, 5TUD5, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOGUMEN, THE EXCEED 5'-0" AND AT EVERY 5'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO STL. STEEL SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL • 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED A CORNERS, SEE AL50 PAGE BE PERMITTED AS 61-AZINO PROTECTION. PANELS SHALL BE PRECUT AND I F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-005. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SU'RROUNDINC, THE OPENING. PANELS SHALL BE WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND 5EGURED V^ITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING 5GHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REGUIREMEN75 AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DE51ON STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. �I TEMPERED GLASS U BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51ON DRAWINGS, CORROSION-RE5ISTAN7 AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERA 1'7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES lb. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR &YP5UM ° - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A lb" SPAN. WALLBOARD, A5TM 057 SPECIFICATION FOR GYPSUM LATH, OR ASTM C7cl FRGE --1 FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD /rl SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. V J THE 5U5-0ONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 0-005. I."1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL n MEET THE PROVISIONS OF ANSI/AHA A1354 BA510 HARDBOARD OF I. SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) FRPR. FIREPROOF U.O.N. 1 UNLE55 OTHERWISE NOTED 17 . . THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, SYSTEMSSTEMS TO TO N NY5 PLUMBING GODS AND NY5 DEC REGULATIONS. ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL AOAIN5T ALL CLAIMS, DAMAGE5, L055E5 AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF METAL BY REPEATED BRU5HING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD Y.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) A55OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AND AT BASE OF VERTICAL N-N-5TE PIPES. CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANOER5, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND I ITSELF INCLUDING THE L055 OR USE RE5ULTIN6 THEREFROM). ($) 15 CAUSED IN 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER \� WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER WD. WOOD CONTRACTOR, ANY BY ANYTRAGTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED R, ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 5. GENERAL TRAP AND WA5TE 51ZE5 AS FOLLOWS, UNLESS OTHERWISE NOTED: HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART H A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - DISH WASHER.........................................2" PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST McMILLIAN I.qE MIGROLAM - KITCHEN SINK..........._............................2° HOR. HORIZONTAL B. 6EOROIA PACIFIC 2.OE 6-P LAM lb.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - LAVATORY...............................................2" 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - 5HOWER'TUB..........................................2" BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................................................3" OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY ................................................2" INSULATION TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................3" FENESTRATION I R I `�I 4�5 APPLICABLE CODES AND &COD PRACTICE. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE HOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" - AUTHORIZATION OF THE ARCHITEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S lb.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT5 A5 SET FORTH IN THE MANUFACTURER'S GORE '1. PROVIDE FROST-PROOF f,057 DIB5 WITH EASILY ACCESSIBLE DRAIN d PROPOSED DESIGN CODE PRESCRIPTIVrz \/ALUE NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SO..CD SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN GOOKS AS REOV. HOSE 5155 SHALL BE PROVIDED WITH BACKFLOW COMPONENT COM}�L ECj V PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROTECTION. VALUE CITATION (PER 2020 NYSECGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED C`-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT E.L"?FORT5 THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC 5. WASTE FROM CLOTHES WAS='+I .R5 AND LAUNDRY TUBS ARE TO BE PROVIDED WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR WITH BACK FLOW PROTEGTION IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER t'$'TH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATINC, BOARD. MAX. U-VALUE = 0.32 U-VALUE = 0.25 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO •H TOP OR BOTTOM EDGES. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES 21. ALL MATERIALS ARE TO $E INSTALLED A5 PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL 51DINO USED IN q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL AIR LEAKAGE = 0.30 GFM/SF PE:R R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. HEALTH DEPARTMEN, STANDP.'^:DS AND REGULATIONS. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOGKINO AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 10. APPROVAL AND INSPECTIOR 15 REQUIRED BY LOCAL JURISDICTION PRIOR THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT Or P'LUMBINOa. BASEMENT WALL R-VALUE R=15 BATT INSULATION a INTERIOR MIN. R-VALUE = 13 (CAVITY) AT INTERIOR OF WALL YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (c) 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. 11. NOTGHINO AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. COPYRIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS 5!VrRr PENALTIES NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-5ECTION. NO NOTCHING AND BORING OF 57RUCTURAL MEMBERS SHALL BE PERMITTED 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAMAGE THEREOF. COMPLIANCE STATEMENT: 25. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ADAPTED,FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING 5GHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 [RE]. CONSTRUCTION;SSTO 10-qq AND 201a SEC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). N CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING ELECTRICAL: UJI I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAC SCREWS: LAG SCREWS OR LAC, BOLTS SHALL COMPLY WITH ANSI/ I. ALL NEWLY INSTALLED ELEGTRIGAL WORK OR APPLIANCES SHALL CONFORM FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEC.'S). ASME 515.2.1 SQUARE AND HEX BOL75 AND SCREWS (INCH SERIES). TO 2017 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE p 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. ENERGY CONSERVATION CONSTRUCTION CODE. U 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES TAE3l-•E R50I •1 CLIMATIC � GEOGRAPHIC DESIGN CRITERIA IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED 50LIP TO FOUND. WALL w/ END &RAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, COMPLETION OF WORK. ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS � TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS &ROUND SNOW LOAD 25 LB5 3. METAL PLATES, CONNECTORS, 5GREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72:DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXP=�.y510N BOLTS 0 - GENERALLY, VERIFY OR PROVIDE HARD W ALLOWABLE IRED ui AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED 6ALVANIZED. EXIST. WALLS s 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND SMOKE DE7EGTOR5 w/ BATTERY BACK-UP IN: STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 150 MPH Q 4. WHERE KINDOW5 AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IV' GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, 0 5HEATHIN6 AND 51DINO, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). 6RADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL A. EACH SLEEPING ROOM RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATE60RY B HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY L/I50 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S B. OUTSIDE OF EACH 5EPARATE 5LEEPIN6 W/ No FINISHED GEILIN6 ATTACHED TO RAFTERS PROJECT: AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) 6 ANCHOR BOLTS, CODE EVALUATION REPORTS. AREA IN THE IMMEDIATE VICINITY OF SEISMIC DESIGN CATEGORY B 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF CPPOSIN6 U.O.N. WITH TOP CAPS a STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 2 2 5 NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD THE BEDROOMS (GENERALLY THE HALLWAY) INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING SEVERE xb RAFTERS EXCEPT WHERE COLLAR TIES OF I OR 2 x4' LUMBER 15 w/6 s RI5E B w/(2) /4 (P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS SPIKES K ESS L E R LOCATED IN UPPER THIRD OF ATTIC. SPACE AND ATTACH TO EACH PAIR O SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAG (BE 6-003. , , AND STAPLES. EVERY LEVEL OF DWELLING RAFTERS. (BASMENT, FI K.ST FLOOR, 8 SECOND FLOOR, ETG) FLOORS PLASTERED GEILIN65 L/360 FROST LINE DEPTH 3'-0„ RESIDENCE 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING GORE ALL OTHER STRUCTURAL MEMBERS L/240 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. GYPSUM WALL BOARD AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE TERMITE MODERATE TO HEAVY 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MANUFACTURER'S CODE EVALUATION REPORTS. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY COMPOUND METHOD. IV' WITHIN 4' OF EXTERIOR CORNERS. S EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YE5 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLESS 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B I8.6.1 MEGHANIGAL, FUEL _G-_A� 365 TUCKERS LN 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED OTHERWISE NOTED. WATER RE515TANT (A.R.) AT BATHROOMS AND WHERE WOODSGREWS (INCH SERIES). I. MECHANICAL AND FUEL GA5 5Y5TEM5 SHALL COMPLY w/ THE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. !BOLT DIAMETER DEEMED APPLICABLE. NY5 MECHANICAL CODE AND r-UEL GAS CODE SOUTHOLD OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR: BOLT SHALL BE MECHANICAL CONNECTIONS: EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS 2. ALL MECHANICAL SYSTEM°,APPLIANCES, 4 EQUIPMENT SHALL BE L15TED, BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MA50NRY (WHERE APPLICABLE) AT HEAT PRODUCINO EQUIPMENT TO EXTEND THREE FEET I. ALL MECHANICAL CONNECTIONS SPECIFIED AS 'SIMPSON" MAY BE LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'S 5PEC.'5 4 CODE. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCINO SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. DRAWING TITLE: AND AT SPAGINO NOT EXCEEDING 4' ON CENTER. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 3. ALL FUEL CAS 5PACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS CONCRETE PANELS OF 5/8" THICKNE55 MINIMUM. 2 BY 'SIMPSON" MANUFACTURER.SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SHALL BE SUPPLY TO TQHEPBURNER L N THE FLAME OUR PILOT HHICH 5HUT5 OFF THE LIGHT IS EXTINGUISHED.FUEL STRUGTUR�4L DES I CAN LOADSGENERAL NOTES CODES AND REFERENCE STANDARD: 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS,AND EPOE5 SHALL BE ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM E THE TIAL NEW Y202ORK TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 4. SUPPLY 8 RETURN DUCTS CR PORTIONS THEREOF NOT LOCATED STATE $U STATE GODS, 202o NEW TENA STATE RESIDENTIAL GODS, 2020 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANOED SMOOTH. INDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED STRUCTURAL DESIGN CHARTS USE LIVE LOAD DEAD LOAD NEW PORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW PORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY TO AN R-VALUE OF AT LEA57 (NYS EGG R403.3): STATE ENERGY CONSERVATION CONSTRUCTION GORE. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 'SIMPSON" ALL OPENINGS. DUCTS 3"P 4 GREATER,LOCATED IN ATTIC: R-5 EXTERIOR BALCONIES 40 psf 15 psf 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6ALVANIZED DUCTS UNDER 3°(P, LOCATED IN ATTIC: R-6 CONSTRUCTION MANUAL WOOD FRAMING, AND CONNECTION To FOUNDATION - 2 WOOD FRAME b. FASTEN OYP5UM BOARD AS PER FASTENINO SCHEDULE ON PAGE 6-005. DUCTS 3"0 8 GREATER,OTHER PORTION OF BUILDING: R-6 DECKS 40 psf 15 psf PAGE: 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER DUCTS UNDER 3"(P, OTHER PORTIONS OF BUILDING: R-4.2 (AFBPA) AMERIGAN WOODD COUNCIL (ANC).THE AMERIGAN FOREST 8 PAPER ASSOCIATION INSULATION MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED PA55ENGER VEHICLE 6ARAOE5 50 psf A5 PER PLAN G-002mOO FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER PLUMBING CODE. FOIL TO BE PLACED TOWARD WARM SIDE. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2 PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 7. VARIATIONS IN CONNECTOR CONFIGURATIL d SHALL BE APPROVED BY MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF ME5IRED BY ARCHITECT ATTICS WITH 5TORA6E (MAX CLEAR HOT > 4211) 20 psf 15 psf 5. ALL ELEGTRIGAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION FOUNDATION WATERPROOFING. 8. ALL CONNECTORS B SPECIFIED TO A "SIMPSON" TOP MOUNTED BEAM ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf DATE: 5,17.23 2 OF 7 HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED CONSTRUCTION CODE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: - cl R-50 FOR FLAT GEILIN65 5LEEPIN6 ROOMS 30 psf IS psf - 5.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION STAIRS 40 psf 15 psf - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION - 5.25" R-21 FOR FLOORS GUARDRAILS AND HANDRAILS 200 psf 15 psf _pSD ARC M 12 psf FOR ATTIC � pN�i ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 sf FOR LATH. c 41 r .i O ¢ �, f *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) Y`J� 0374 5 �U ��F 0 F �� a_ J� �I/� I I,,I '�I FASTEN I NO SGHEDULE A Q FONT I NUOUS E3U I LT-UF 5 I RDERS, 5 OR MORE SUFFORTS FIR BL•O(j l!I I O FOR FL ATFORM Y `4®OD R M I I�l� NOTE: TH15 SGHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 GONNEGTION PATTERN SGHEDULE ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SFEG.'5 FOR ADDITIONAL INFO.) (SEE PAGE 6-005 FOR 5TRAPPING AND NAILINO REQUIREMENTS W J 0 BETWEEN I/6 WHEN GIRDERS MADE UP OF JOISTS NAILED ALL NAILING IS A GEDNERAL S EOFIGAT ON MT APPL INO E ' 8 I/4 OF A 5 UNLESS NOTED OTHERWISE CONNECTION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES (50HEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) Q N PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE A5 FIRE-STOPPING. MAX. 52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER LID (2)ROWS IOd NAILS o I2°O.G. P THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST FASTE DESCRIPTION FASTENER SPEC. N E R C p) SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. AND QUANTITY SPACING 10 B 0)ROWS IOd NAILS m 12"O.G. p THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE I GERED; (p JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE Q (2)ROWS 1/2" 4)BOLTS o 12"O.G.STAG �— — DBL.• ENDS TWO-PIECE PLATE SERVE A5 FIRESTOPPINS. ROOF GE I L I NG FRAMING ' O BUILT UP GIRDER I" MAX.52" NAILING: \ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE N Iv (2)Rows I/2" Q BOLTS® Ib"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE \ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 5-005 PER RAFTER C LO Z � SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. Q 0 ._ a-- e— E (2)Rows I/2" m BOLTS® 24"o.c' EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 Q N BETWEEN I/6 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING OR OF NONCOM-BUSTIBLE FILL. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST F 22)ROk 3-3/6"TRU55L.OGK 50REw5® 12"O.c. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL cc ", �'I �1 ` Q V I SCREWED - (I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-005 EACH LAP Q 0 m 45 G (?)ROWS 8-3/b"TRUrSLOGK SGREwS® 16"O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN °— JOISTS SERVE AS FIRE5TOPPING. �.+ N O � m (2)ROWS 5-5/6"TRU55LOGK SCREWS 0 24"O.G. BETWEEN NAILS IN R HORIZONTAL LINE. ( GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL) q-16d COMMON EACH LAP C C H SCREWED ON(1)SIDE OF MEMBER THREE-PIECE -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND (2)ROWS 5"TR BUILT UP GIRDER MAX. 52" THREE-PIECE GIRDERS TO USSLOCK SGREwS m 12"O.G. ARE BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS TO RAFTER (PAGE-NAIL) SEE PAGE G-003 PER TIE Q O CL � O n 1 SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. 4 I,L j SERVE AS FIRESTOPPING. COLLAR TIE W K (2)ROWS 5"TRUSSLOGK SCREWS 6 16"O.G. PIECE, INGLUDINO INTERMIDIATE JOINTS, AND w/ THE 3 SCREWED ON BOTH SIDE OF MEMBER OTHERS STAGGERED w/ A DISTANCE OF NOT MORE % b. THE HEADER SERVES AS FIRE-STOPPING. BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END (2)Rows s°TRU55LOGK SCREWS m 24"OG. BETWEEN I/6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. L SCREWED ON BOTH SIDE OF MEMBER e 1/4 of A q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END P FOUR-PiEGE CIDERS ARE TO BE ASSEMLED AS STRINGER TO SERVE AS FIRESTOPPING. NOTE: 1.5EAM5 e HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR WALL FRAMING ° — PLAN SHALL USE CONNECTION PATTERN 'A' WHEN 5" OR SMALLER FOR THE THREE-PIECE GIRDER. P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH r 1 3 CONNECTION PATTERN 'B'WHEN 10"OR LARGER APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL v 2.WHEN 5GREWING OR NAILING FROM BOTH 51DES OF MEMBER- FOUR-PIECE ANGHORINO: 2 ii" + I HELD IN PLACE BY METAL LATH OR WIRE FABRIC,. SUCH TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO /' FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF n 1 MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING I5 SEALED BY PLASTER ON THE GEILIN6 TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE Q/ BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • J� PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON N A N O F A TTE RN S FOR SIDE LOADED M 0 0 . F L U S I I 5 E A M S) -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY PAGES,WILL SERVE AS FIRESTOPPING. HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONIG EDGES FIRE- FIRE- WOOD FIRESTOPPING PIRE5TOPPING TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD ( , STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, �./ STOPPING STOPPING MULTIPLE-PIECE MEMBERS � BOTTOM PLATE TO FLOOR JOIST, BAND J015T, 2-I6d COMMON 12 PER FOOT NAILED' BOLTED' ENDJOIST, or BLOCKING (FACE-NAIL) I� N VERTICAL - ' FLOOR FRAM I NO Q ' 2 ROWS Ibd B R.OWS Ibd 2 ROWS JY 2 ROWS Xi' 2 ROWS Xi" ji ",�� r V".. COMMON COMMON BOLA �4' BOLTS BOLTS FIRESTOPPIN6 WHEN { ,?` ' COVERING IS APPLIED ,� TABBER� V J O.G.5 G TO UNDERSIDE OF • 12 O.G. •12 O.G. 0 12"O.G. •b"O. . i THREE ROwS 12"O.C. JOISTS �II TWO ROWS 12 O.G. LOGATION I LOGATION 2 LOGATION 3 LOGATION 4 JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-bd GOMMON PER JOIST n BEAM SELEGTION w/ STD. NAILING ° ° ° ° LJ� AS NOTED IN NOTE5 7 $ b ° ° ° s NONCOMBUSTIBLE ALTEF TE BRIDGING TO JOIST(TOE-NAIL) 2-ad COMMON EACH END ° ° ° ° FIRESTOPPING OF LOCATION SIPXIER SOLE WOOD FIRESTOPPIN6 I.TOP AND BOTTOM ROW5 SHOULD BE 2'FROM EDGES FIRE5TOPPING LOCATION 5 LOCATION 6 BLOGKIN6 TO JOIST(TOE-NAIL) 2-5d COMMON EACH END 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STA66ERED TWO ROWS 6"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER. BLOCKING T EVERY BOLT MUST EXTEND THROUGH THE FULL TOP PLATE T O SILL IL 5-I6d COMMON EACH BLOcGK or THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. Oo 0° 0° 0° O 0° Oo 0° 0° Oo , 5.STAGGER EACH ROW of FASTENERS BY 12". p O O O O O O O Og0' 2"SPACE NOT TO BE FILLED NOW-OMOUST I IN6 ISLE F RESTOPP _ 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING Is FROM EACH SIDE. `` ® APPROX.I INCH THICK LEDGER STRIP TO BEAM (PAGE-NAIL) 3 I bd COMMON EACH JOIST FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED MEN LOADS ARE APPLIED TO IDE OF THE MEMBER. JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-bdCOMMON Borth s PER JOIST' b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 1 BAN - 3-Ibd COMMON D JOIST TO JOIST (END NAIL) G MMO PER JOIST' 5TD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRESTOPPING BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT T.2 ROWS OF Ibd COMMON NAILS(12"O.G�FOR DE1'IH5 12"OR LESS LOCATION 8 LOCATION q 6.5 ROWS OF Ibd COMMON NAILS 62"0.0 FOR DEPTHS OF 14",16"d Ib". LOCATION 10 ROOF 5HEATHINO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / I21" FIELD PERIMETER EDoE ZONE s ad COMMON b" EDGE /6" FIELD GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG GE I L I NO SHEATH I NO GYPSUM WALLBOARD 5d COOLERS "7" EDGE / 10" FIELD WALL 5HEATHINO STRUCTURAL PANELS ad COMMON 6" EDGE / I:2" FIELD GYPSUM WALLBOARD 5d COOLERS "7" EDGE / 10" FIELD Z NAIL NO/STRAFE I NO HEADER W FLOOR SHEATH I NO (SUBFLOOR) 0 U NOTATION: STRUCTURAL PANELS: A - NUMBER OF bd NAILS ® EA. END OF STRAPPING (2016 WFGM,TABLE 5.1,P. Ibq) a - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (IWFGM,TABLE 5.255,P. 2ql) 1" or LESS: ad COMMON. b" EDGE / 12 FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2018 WFGM,TABLE 5.23G,P. 2n; GREATER THAN I": IOd COMMON 6" EDGE / 1:2 FIELD ALTERNATE AS PER TABLE 3.23D,P. 2q3) D - NUMBER OF III NAILS,END-NAILED THROUGH ADJACENT KING STUD TO ENO OF HEADER® EA. SIDE I - NAILING REQUIREPIENT5 ARE BASED ON WALL 5HEATHING NAILED 6" O.G. AT THE PANEL EDGE. iu A D (2016 WFGM,TABLE 51, P. Ibq) ALTERNATIVE NAIL►NC, 50HEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 3.22F,P. 286) FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. 51DE SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 5.6,P. Iql) 2 ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B NAILS SHALL BE PERMITTED To BE REDUCED TO 1-16D NAIL PER FOOT. a - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN5 4' ON EACH FASTEN I NO 5GHEDULE B SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SMALL BE K ESS L E R F ROUGH OPENING FRAMING REQUIREMENTS FOR YJINDOIN/DOOR OPENINGS USED• RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) A NOTATION 51ONAOE FOR 7RU55 TYPE, PRE-ENOINEERED ROUGH A B G D E F WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 51C7 :SE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 365 TUCKERS LN 2'-0" 2 1 1 1 1 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 4 1 2 2 2 2 S�L= I C., I NO OF TOF FLA TE GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE AUTHORITY HAVING JURISDICTION: BRAGINO/5TRAFFINO DRAWING TITLE: * - PROVIDE (2) 2"x1O" HDR (MIN.) U.O.N. b'-0" 5 1 5 5 5 3 (B) - REauIREs SILL PLATES of 2"x6" (MIN.) __._ FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 LESS PROVIDE 7 -1 2 5 4 4 4 LEfTM TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING m 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL FOR WIND - EXPOSURES B$G - 4'-0" O.G. TO ACHEIVE RAKE O.H. BE "I" "II" "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS TOP PLATE SPLICE REQUIREMENTS FOR WIND - EXPOSURES B$G - ALL OTHER GASES k ONE STORY SLAB ON GRADE ROOF THE GON5TRUGTION CLA551FICATION OF FASTENING SCHEDULE —=- - -— THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE1,2P4 l I BUILDING MINIMUM SPLIGE'�'` THE NYS BG. DIMENSION (FT.) LENGTH I DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: L— bd NAILS EA. END DESIGNATION FOR STRUCTURAL 3'-0° of EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I6'-o" 3'- -q" -0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANCHOR f5OLT SFEG I GATT ONE CONSTRUCTION A5 FOLLOWS: ® ■ „ „ - "F" = FLOOR FRAMING, INCLUDING 20-0 4'-0'/5-o° �I ; 20-0 5-o GIRDERS $ BEAMS „ „ „ T51-OCKIN5 .2 = ff 0.0 - °R" = ROOF FRAMING SPECIFICATION (2018 WFGM TABLES 3.2A $ 3.28, P. 157-I60) 24-O 4-O /5-O" 24-o b-O CORNER �� ____ 4 - "FR" = FLOOR $ ROOF FRAMING DATE: 5.17.23 3 OF 7 s " 28-O CONDITION FOR ALL STRUCTURES: ° /8 ANCHOR BOLTS ® 3�i O.G. N 52-O 6-O /7-6 52--0" b-O SECOND FLOOR 56'-0" T-O"/b'-q" j 56-0" q'-O" NOTES: I.TABULATED 51LIGE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT. FOR SHORTER 5PLIGE i `pI� �g 1. MIN. 'i EMBEDMENT INTO CONCRETE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" b'-0"/10'-O" 40'-O" 11'-O" <+S`GD 'T n BLOCKING 2 BAYS Ca C � PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 5" 56ZUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" O.G.END CONDITION 11 EMBEDMENT FOR C.M.U. BLOCK) FOUND $ FILL IN EXPO UTED E LENGTHSA M A N L A 15 B5PLIG ASSUME BUILDING OCTED 50-O' IO-O"/12-6° 50'-O" 151-O" .M.U. . TYP. STRAP w/(3) TOP TWO COURSES SOLID _- b STROKEd NAILS EA. END c 3. TABULATED 5PLIGE LENGTHS ARE BASED ON e, FOOT WALL 60'-O° 12'-O°/15'-O° 60'-O" 16'-O" OF EA. STRAP <l .• ''r Q HEIGHTS FOR OTHER WALL HEI5H75,H,THE TABULATED UNIT �. 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; , „ „ „ FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -IO-O' 14-o '70 NOTED MIN. 5PLIGE LENGTH BY THE FOLLOWING FACTOR ,%♦ 3. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): � �� I- �� 0��'�t So-0 16-o bo-0 22-O FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL - 1.12s —__ _ J �_ _ REFLECTIVE REFLECTIVE OF �sg (SEE DIAGRAM TO LEFT) O' WALL - 1.25 11'WALL - 1.375 L BLOCKING 2 BAYS RED PANTONE WHITE .. d 12' WALL - L5 THIS COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. #I8-1 4. COORDINATE IN/ HOLDOWN LOCATIONS FOR 10'-0" WALL 4. TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL OE I `FERAL 5 I �50L I : I --- < 4'-5y2" �k-2'-3" 10'-5y2" a ING TO BE DEMOLISHED NEW PARTIAL HEIGHT — � WOOD FRAME (L.C. STL. � EX15T W WHEN APPLICABLE) Lij EXISTING TO REMAIN v NEW WOOD FRAME (L.G. NEw FOUNDATION WALL N . M STL. WHEN APPLICABLE) Q = I✓n EXIST. NEW 2" I-HR FIRE RATED MIN. (2) x4" 5TRU07URAL GRAWLSPAGE p WOOD FRAME (L.O. 5TL. ® POST FOR 4" WALL5 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL (O P05T FOR b" WALL5), U.D.N. • p NEW 2-HR FIRE RATED 3'O" HT. -i-+ N RAMS L.G. 5TL. HGHT• L C T— T— wooD F ( WHEN APPLICABLE) �v � N > o o C =3 (c) O pm -W , .� p , 4, u) +� N O +� ac p v .. nl r- � 2O U � Q� m EXISTING WATER / HEATER TO BE EXIST. RELOCATED PER UNFINISHED m PROPOSED PLAN BASEMENT (STORAGE) U '1'O" GL6. HGHT. Q e - OXBOX AIR (n HANDLINGUNIT TO V REMAIN 7'0" GL6. n 1 HGHT. EXIST. 1UNEXCAVATEPI m ❑ FINISHED BASEMENT II I EXIST. UNFINISHED BASEMENT iv I I I (STORAGE) \ i �i 'f'O" GLG. HGHT. 1 I I I I 1 � I 1 ELECTRICAL PANEL I TO I REMAI PROPOSED FOUNDATION I7EMOLITION FLAN 50ALE: 1/4" = 1'-0" EXIST. EXIST. BEDROOM BEDROOM Z w O -111" GL6. "f'Il" GL6. L J U HGHT. HGHT. > w ui f-• Q PROJECT: EXIST. EXIST. KESSLER GL. G EXIST.— — — — �-L RESIDENCE ,'3/4" GLG. �� 365 TUCKERS LN HGHT. _ +sp EXIST. ull FOYER SOUTHOLD - 'i'll" GLG. "I'll I" GLG. HGHT• DRAWING TITLE: EXIST. 5UNROOM HGHT. EXIST. (FINISHED AND GL. CONDITIONED) I I EXIST. PROPOSED DEMOLITION PLANS I .�2'-10" BEDROOM -L � O a� m 871/2" GLG. HGHT. T EXIST• HALLWAY PAGE: G 9 EXIST. HOH BATHROOM VA A-10O ■ 00 OOo _ EXIST. TII' GLG. EXIST. GARAGE � HGHT. BATHROOM DATE: 5.17.23 4 OF 7 O O 7'll" GLG. i REF. HGHT. 'i'II" GLO. EXIST. LIVING _ HGHT. -VI IHGHTO ROOM <S+,',RSD APO' GJ DEMO PORTIONS ` EXIST. DINING &N, M. OF FLOOR TO ACCOMMODATE 3 a� ROOMEXIST. FOR A FL OOR � °_ KITCHEN 2 HATCH TO SUMP EXIST. �sx PUMP =rym FOYER !r 0374 OPIN FROFOSE1 FIRST FLOOR DEMOLITION FLAN 5GALE: 114" = I'-O" (5E I FDA _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. `W EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL v 5TL. WHEN APPLICABLE) Q Lo CV NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL O WOO FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ co D w P05T FOR 6" WALLS), U.O.N. 22'-11" ++ N � O NEW 2-HR FIRE RATED 4'-5y2" lo'-5y2" 5'-7" p Lo Z �- WOOD FRAME (L.O. 5TL. WHEN APPLICABLE) o x U N PROP. 2'-3" X 2'-11" C O 0 CC) WALL HATCH c O m -:3 � FOUNDATION PLAN NOTES INSULATED AGGE55 DOOR, OR EQUAL O - N � WIN W O .. 5 C 0 DOOR NOTE: DO NOTE: NATURAL LIGHT 4 VENTILATION - U I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS a DOORS SHALL BE ANDERSEN (HABITABLE SPACE) (� � 0- m O ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). f mil/ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; FLOOR AREA 228 S.F. 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DF-516NATIONS $ WINDOW SCHEDULE. EXIST. PROPOSED;SEE DE51ONATIONS E DOOR SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "CLAS5 WINDOWS S.F. REG. S.F. PROV. GRAWLSPAGE 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. WALL5,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE. LIGHTING;MIN. &% OF FLOOR AREA 15.2 S.F. 4.0 S.F. ;fl 5. INSTALL AS PER MANU SPEC.s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH _ -}--J 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 6.IN GENERAL,TEMP. GL. SHALL BE PROVIDED: VENTILATION;MIN. 3'O" GL6. • - '7. SEE PAGE 6-005 FOR ALL OTHER FRAMING 6.1. FOR ALL 5KYLI6HT5 4 OPERABLE PANELS OF q.1 S.F. 2.2 S.F. NATURAL LIGHT VENTILATION - H6HT. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING, SLIDING, 4 BIFOLD DOORS 4% OF FLOOR AREA �O",� U (HABITABLE SPACE) 6.2. WITHIN IS" OF F.F. ARTIFICIAL LIGHT OSMOKE DETECTOR / GO DETECTOR NOTES: 6.5. WITHIN 24" OF A DOOR HABITABLE REC. ROOM AREA: 228 50. FT. n 1 m 2 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING REQUIRED LIGHT: 6 FOOT CANDLES /50. FT. FLOOR AREA 115 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 6.5. WITHIN TUB/SHOWER ENCLOSURES (1) 40W LED BULB = 450 LUMENS HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 S.F. REG. S.F. PROV. d� 2.INTERCONNECTION BETWEEN NEW 6 EXISTING DEVICES 7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND 6 FT. CANDLES X 225 50. FT. = 1,368 ' SHALL NOT BE REQUIRED WHERE EXISTING ALARMS WINDOWS (TYf'. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM LUMENS LIGHTIPlG;MIN. 8% ARE NOT INTERCONNECTED, AS PER NY5 R314.4. (2) 2"xIO" HEADER U.O.N. 1368 LUMENS /450 LUMENS = 3.04 OF FLOOR AREA q•2 S.F. 41.2 S.F. 5.PROVIDE SMOKE/Co DETECTORS AS INDICATED, AND 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER MINIMUM (3.04) 40W LED LIGHTS REQUIRED VENTILATION;MIN. i i PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 14% OF FLOOR AREA 4.6 S.F. -I.q S.F. 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" MINIMUM (4) 40W LOW VOLTAGE LIGHT �, STORAGE NATURAL LIGHT VENTILATION U HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS ABOVE GRADE OR THE ADJACENT SURFACE AT THE FIXTURES REQUIRED - 20 S.F. 15'-4" (HABITABLE 5PAGE) $ OPENIN65 TO BATHROOMS w/SHOWER OR TUB. BUILDING EXTERIOR. MECHANICAL VENTILATION 5. INSTALL ALL AS PER MANU. SPEC.'S REQUIRED VENTILATION: 0.55 GFM /HOUR FLOOR AREA 260 S.F. 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR EGRESS NOTE: (ACH) IN COMPLIANCE WITH LOCAL CODE IN COMPLIANCE WITH NEW YORK STATE BUILDING -6"�I -V-0" 4'-0" S.F. REG. S.F. PROV. Q • CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF HABITABLE REC. ROOM AREA: 228 50. FT. TYPICAL BATHROOM NOTE: " EXIST. UP 3 I. WALL BOARD E6RE55 SHALL BE FOLLOWED: CEILING HEIGHT:?-O 13 � I I � cV LIGHTING;MIN. 8% 20.95 S.F. 15.2 S.F. O (228 X 7 X .55) /60 = q.31 GFMn 1 EXISTING 2" 8" OF FLOOR AREAW I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN NET CLEAR OPENING........... 5.7 S.F. F.J. ® 16" O. ALL BATHROOMS NET CLEAR HEIGHT............... 24" MINIMUM q 5 VENTILATION;MIN. 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND Q PROP. -4".X 4'-O" „ 4% OF FLOOR AREA 10.4 S.F. q.0 S.F. TUB SURROUNDS NET CLEAR WIDTH................. 20 MINIMUM T 2. 5HOWER FLOORS NEW PLUMBING FIXTURES: I _ DWK L HATCH 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON A-lot ARTIFICIAL LIGHT �0 INSULATjED AGGE55 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 10 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. A x DOOR OR EC�UAL HABITABLE KEG. ROOM AREA: 228 5Q. FT. (V RI f , REQUIRED LIGHT: 6 FOOT CANDLES/50. FT. 5EE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. pT TOWARDS DRAIN) UPONBEDROOM, i (1) 40W LED BULB = 450 LUMENS BED OM - 115.5 S.F./ 6 6 FT. CANDLES X 228 SQ. FT. = 1,368 2.3. WATER PROOF MEMBRANE TO COVER SHOWER -ry ; ` LUMcN5 FLOOR, WRAP DRAIN 8 ATLEAST IS" UP WALLS I! RESERVED `fl �2 �� 1368 LUMENS /450 LUMENS = 3.04 O FIRE RATED DOOR: U STAIR $ RAILING NOTE: r \ / '� "( / =ry I I R. RATE L DOOR: STEEL DR. { MINIMUM (3.04) 40W LED LIGHTS REQUIRED 12 I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI # MIN. 10" Tr - RISERS SHALL BE CLOSED 41 F l i 7'-6" MINIMUM (4) 40W LOW VOLTAGE LIGHT FIXTURES REQUIRED 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIR5 SHALL 7'-O" 13'-I" 3'-0" P -- .•. O RESERVED NOT EXCEED THE SMALLEST BY MORE THAN ". I ,ry MECHANICAL VENTILATION 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST V-5". G_L. x REQUIRED VENTILATION: 0.35 GFM HOUR 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: C NEW INTERIOR WALL CONSTRUCTION: „ ,\,... .. ..:,.; .. _ ,» O in (A CH) 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36 MIN. 1 006 - 7,0„ N O 2"x4" STUDS ® 16" O.G. w/DBL. TOP PLATE AND '� , m Q GL6. HABITABLE KEG. ROOM AREA: 228 SQ. FT. 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. I PROPOSED 005 O H6HT. GEILIN6 HEIGHT:? O TREATED SHOE PLATE 4.5. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27 MIN. • MIN. R-15 INSULATION 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN PANTf _ - 6 EXIST. (228 X 7 X .35) /60 = q.31 GFM • 5/5" M$M GYPSUM BD. WALL FINISH ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR �0 25 S.F. p�� TO. GL6. j FINISHED • PROVIDE THIS WALL CONSTRUCTION UNLESS OTHERWI5E OR MORE RISERS, AND WHERE SHOWN ON PLANS. UNEXGAVATED in I HGHT. ' ` 51 � GALLED OUT ON PLANS 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-510Eb I-O' 7 �.' p BASEMENT 6 ..�. , I-HR. FIRE RATED INTERIOR WALL CONSTRUCTION: WALKING SURFACES LOCATED MORE THAN 50" AE^`lE ,� 6A� _a V 3'-q" f-f3'-10"' 6 EGH' PROPOSED FINISHED FLOOR OR GRADE, d WHERE SHOWN ON-I ANS. x p I M. e� PROVIDE (I) " TYPE "X" FIRE RATED GYPSUM BD. ON I KITCHEN/ LIVING cr= + 7. 42" HIGH GUARDRAIL 8 SPINDLE SPACING NOT TO i °� �`/ � 35 F.O WALLS BETWEEN GARAGE AND OCCUPANCIES (INCLUDES � Ooq cV GEILIN6). ALLOW PASSAGE OF A 4" 4) SPHERE;36" HIGH 00 SPACE f0 m �Qr HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 0 EXIS 228 S.F. ® 1�i-I w ,�� 4 PA55A6E OF A 4" 4) SPHERE. m 6�> 6 7 X ? itl NEW FLOOR: 5. 6RIPPABLE RAIL AS PER CODE. f� w IL O I. NEW LAMINATED FINISHED FLOOR PER H.O. SELECTION q RAILING TO BE WOOD. "° _ 2.PRIOR TO INSTALLATION PREPARE GONG. SLAB TO 1�003) O'n N RO ENSURE LEVEL INSTALLATION OF FLOORING EGRESS WINDOW WELL: I %A s W H - 3.INSTALL PER MAN. SPECS. 13 PROVIDE NEW E6RE55 WINDOW WELL 4 COVER BY In��ss ROCKWELL:;66 "W.X 60"H. OR EQUIVALENT. INSTALL AS 1 THRO M q -1 PER MAN. SPECS. S�°`T-- HROOM I o EXISTING 2"x8" 0 UNEW TILE FLOOR: RO 138 I'- 2'-3" I'-3° - _ „- 1'-b" (i 8 I. NEW TILE FINISH (H.O. TO SELECT) UPON F.J. ® I6" O.G. J 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON PUMP 6 8- 3.NEW " DUROCK CEMENTBOARD (OR EQUAL) UPON - 10 O 4.NEW " PLYWOOD 5U5FLOOR BENEATH (CLUE k 5CREW); � �� E•f' - '� • ,,[ w SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® INTERIOR. q B q B q A i✓(�l,l/�`_ U '-lOy2" PROP. 37" x 12" �..- �� WINDOW WELL 1 LU PROJECT: PROPOSED FOUNr1 )AXON FLA'� KESSLER 7�5 S.F. HAE31TA 3LE Si�AGE; 15-71 S.F.GROSS AREA SCALE: 1/4" = 1'-0" RESIDENCE > ..... .. .... .. .\ ..,... \..\ \, .............. ,.. .'\...\.: «...�,�; ��;.. Vic:\.'.. :•.o::.•. .\ \u3', _i✓L.�O «.7GHEDULE. \ ; a SOUTHOLD DOOR \ \, \ at>.. \. \ai \ TAO DESCRI°TION MANUFACTURER \\ FIRE NOTES ` \, . RATING DRAWING TITLE: WIDTH HEIGHT E .: '. .\ 1W >. ..»: FOUNDATION PLAN \... \\ PROPOSED ,. .\ .. \ \ \ \ a .>; .'>, eve> \: .\\... 31 :............. 1 't NT \\. „\. .�\ \ a. a �A .,..\ \. .. . ., \ . .. \.... � .. �:� , .. �., \\> DESIGN DETAIL JELD-WEN OR ,: -.. \" :\ ;. 001 RIGHT HANG SWING ; �� 1 H C- - IL EQUAL 3-O 6-8 002 LEFT HAND JELD-WEN OR „ FINISHED --IL --- ---=� EQUAL ..\. FLOOR JELD-WEN OR PAGE: 003 ELEFT HAND SWING „ i\\.\ .,.•' EQUAL 2-O b-8 \ �\ FINISHED -- ;� JELD-WEN OR - "A' MW , µ ._ GRADE 004 LEFT HAND SWING 2'-b° �,. \ C -- ---� EQUAL A-102m00 JELD-WEN OR \\\\\\ _. 005 LEFT HAND SWING EQUAL I'-b" 6'-8" t "... _-- JELD-WEN OR ;, 006 RIGHT HAND SWING EQUAL I'-b" b'_8" +'::. `I ;;: ;;. �] DATE' cJ.�.7.23 _-.� .,. 5 O F 7 1 G\ JELD-WEN OR W "``""' >" \aG> DOOR TO BE GUT :0 00'1 � L.EFT HAND 5WING I -6 2-8 � �� \: �\ EQUAL �\>. »��,�`\: :: �>\, �I TO FIT HEIGHT - JELD-WEN OR '< 1 3 .. 008 RIGHT HAND SWING 1'-b" AF 2'-8" \' \\` DOOR TO BE OUT BASEMENT - C \«,.��\ A1,111.. TO FIT HEIGHT EQUAL > FLOOR ' - --- ---- - - g\\' 009 RIGHT HAND SWING JELD-WEN OR 2_all :? f • E1 LL�� , , " ,.\:�>..>}. ----- -- EQUAL D M. ..\._.... ..,... .>. �.. ..... ... ,e. ..c?<s». . 2 3 ..,, :.-.:».^'az;;:".w,t��.. - =•.t, .w":»:«',t:.�.:g�5a�.::e'�'�-''^:;e; `>�r «w..'� ..o-' .;,{;.: ,>�\ , ia,�,,,.. `( A ��j \. .... .. •.. :... :.. _,.W,., .:. , ..:: :<.: :\ .. .. Y`, .�P«r.p as .•�*::u .. v Y: m3a;•k?,•a'�,+a. ;?'.A�,�..#::::.-lYtru�. .•.,'t:;a�:-:'*Y - V .. .. .. .\... .. .. ... > e `` •, .'CJGrH C '�N \\\\ WINDOW DIMENSION EGRESS � Q ,\,\ CLEAR LIGHT VENT � a �\ \: :.,.\. . \\ \\ OPENING PROV. PROV. 0 RSS l�l I l�ll�Ol�l DETAIL TA6 TYPE MODEL # \ \\ „ TEMP. \\ :'' WIDTH REQ'D: 20 PER PER A-102.00 _ y,y SCALE: I/4 - I -O \ OPEN REQDD 5 1 S.F. UNIT UNIT Q' ', \ \`, i^l! `: IsFf'u WIDTH HEIGHT `�~ "` A IN Ila ANDER5EN GWI4 - * . ? 2-4 4 0 6.8 S.F. 1.2 6.8 ... B AN AR251 `•\ ;\ \`` 2-4 " I'-5" I.I S.F. 2.0 I.I O I `FERAL. 5 I I " 50L= E�( : 0' Q EXI5TIN& TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. W ui WHEN APPLICABLE) EX15TINO TO REMAIN NEW WOOD FRAME (L.6. NEW FOUNDATION WALL J v � N 5TL. WHEN APPLICABLE) Q 4-' L0 NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL w ® WALLS O WOOD FRAME (L.5. 5TL. P05T FOR 4 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. � � � N NEW 2-HR FIRE RATED C Lo Z WOOD FRAME (L.O. 5TL. � - WHEN APPLICABLE) a- �v ftN >1 0o I O Om �+ � Lo FLOOR PLAN NOTES c 0 p ONEW ACCESS HATCH: Q I. CON5TRUCT U51N6 SAME 51ZE F.J. AS EXISTING, DOUBLE J015T AT PERIMETER OF HATCH. 2.SIZE TO FIT MECH.EQUIP. THRU OPENING (MIN. 22"x309 3.DEL. FRAMING WHEN NEW OPENING 4.WEATHER STRIP AGGESS OPENING $ PROVIDE R-30 INSULATION BELOW ACCESS HATCH S. CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. e - U � m 4—j c— + Q e — U 0 Q EXIST. EXIST. BEDROOM BEDROOM -VI I" GL6. 71II" GL6. H6HT. HOHT. EXIST. GILT. GL. X — — tu I'-10" 3'-b" EXIST. i'3/4" GL6. OVER HOHT. in EXIS N EXIST P 7'II" GL6. HOHT. 7'II" GL6. EXIST. SUNROOM H&HT' EXIST. w (FINI5HED AND PROPOSED GL. E T. DN CONDITIONED) DEN 0 0 F'ROF, F,AR<IN 0 TM w > 51/2" GLO. 7'-10' m 6i H&HT. EXIST. o 7'll" G EXIST. HALLWAY � BATHROOM PROJECT: 1 KESSLER z 1 7'll" CLC Oo _ EXIST. RESIDENCE I GARAGE 1 0 HOHT. BAT-�fR00M O O O O TI►" GL6. REF. HOHT. o IH( 365 TUCKERS LN/ EXIST. LIVING�n EXI?Y. / HT. ROOM 71I GL6.I SOUTHOLD I XIST. UP GL_�,i HOHT. i 2-9 Et_S.r EXIST. DINING _ ROOM Exisr. FQYER DRAWING TITLE: EXIST. UP '� I — KITCHEN PROPOSED FIRST FLOOR PLAN �— — — — — J PUMP ExT.DN --1- PAGE: FROFOSEI7 FIRST FLOOR PLANA-1-03m00 15,55 S.F. HAE31TABLE SF ACE; 0016 S.F. O OSS AREA SCALE: 1/4" = P-a" DATE: 5.17.23 6 OF 7 �g�D A)YO _ : 1 pie Q Ld J p " N Q O O O � C0 w T� � • O 04 • O Lo Z D- •v N >1 � x I C CO O O m +� O • ate Lo -+ Q O m :2 O W U � U m U C 0 Q PROVIDE "ABESCO FF200 FR EXPANDING FOAM" (OR EQUAL) 4" FRESH AIR VENT AT ALL PENETRATIONS IN FIRE NOTE: J I THROUGH ROOF RATED WALLS AND ALL PLUMBING WORK V I FLOORS/GEILIN65. PRODUCT - SHALL CONFORM TO CONFORMS TO ASTM E 84, AND UL 14711 K 14, LOCAL PLUMBING CODE NO WORK NO WORK I I EGEND -------------- NOTE: HOT WATER / ALL PLUMBING WORK ____-- SUPPLY / SHALL CONFORM TO LOCAL PLUMBING CODE O /// IL NO WORK F- - - -I SUPPLY LD WATER / GLEAN OUT INO WORK AS REQ D 1 PROVIDE "ABESGO FF200 FIR / EXIST. F.A.I. TO IL EXPANDING FOAM" (OR EQUAL) ►� // REMAIN AT ALL PENETRATIONS IN FIRE RATED WALL5 AND FLOORS/GEILIN65. PRODUCT N CONFORMS TO ASTM E 8I4, Z p-------- ----- ----- A5TM E 84, AND UL 14'79 W G.O. 1 .-.._.._.._.. .._.._.._. _.._.. G.O. G.O. I I i I n� Iv v g41 IN 1 4" HOUSE 6 I I ( I I I TO STREET W r __ , I 2" 1 MAIN DRAIN G.O. jv I j 1 j [KATER MAIN 12" 1 211 2 1 1 2:: :: z iv1 try I 1 1 I I 4 Lu TO SEPTIC I 1 Ix I ~ I 1 1 1 w 1 1 2" 1 I 1 5YSTEM N � 1 o ID 1 .5 I 1 i 5 ivl !N 1 I 0 PROJECT: - 15HOWER - I 1 SHOWER 1 m KESSLER S.P. RESIDENCE CONNECT TO EXIST. WATER SUPPLY SYSTEM 365 TUCKERS LN FLUME3 1 N RISER - r�)RA I N / NASTE / NEAT FLUME31 N RISER - SUFFLY SOUTHOLD 50ALE: NT5 SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS I I 4 PAGE: P-101000 DATE: 5.17.23 7 OF 7 D APB ao� f�fi 1 (P� , a3 4�15 y0� F0FNE� d 1 - GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 R 0 S 1\1 P, A N General Notes: I Wood: NEW YORK AND r iLLI L1L'' I a . 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2020 RESIDENTIAL CODE OF °` LI 1I I REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION, - = _ GE-NERAL DOTES: 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir/Larch #2 or better. t - 2• FIRE SAFETY: (I �Il�j � li , ; , g 2. All structural wood shall be in accordance with the national design specifications for wood corstruction - latest edition. n 1 A', I_ WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2020 RESIDENTIAL A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN , IJ KEHL DESIGN ASS- " IATFS 11.0 CODE OF NEW YORK, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE 3. Nailing schedule shall be in accordance with the specified code, B f .A , residential commercial deli n c -.:�_nsultinn PRACTICES. LOCKED AREA. � 2 4. Pre-manufactured trusses. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION I'` 4 , BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF a. All trusses shall be "shaped" as shown on architectural cross sections. -" OCT 1 1 I BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL. REQUIRED PERMITS, b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: 101143� 9084 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES MATERIALS ARE TO BE KEPT AWAY FROM HEAT. 3. 5. Erect and brace trusses in accordance to truss plate institute recommendations. ; ..; ;; , ,; ? Southold,New York 11971 E Mr:i. sbn654 m+YnGre rn f I MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 6. Plywood sheathing. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. KehIDesi�,nAssndafes,LLC oforrreHVDAKA:,,,,,,,,fs,L[C 4. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 5. corporation or equal. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications includina the THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN i HE PROPOSED ' CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 7, All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements r�iDresentF�d REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of Kt-Ili DCSIGJ OR DURING THE EXECUTION OF THE WORK. 3. DUST CONTROL: ASSOCIATES, LLC. No part thereof shall be 8. Design values: copied, disclosed to others or used in connc-tion E a. Framing Lumber: DF (north) No. 2 or better with any work or project other 1hrin for whim THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: E = 1,600,000 PSI A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without %v,itten consen'. 7. PLUMBING, ELECTRICALS, ETC. Fv = 95 PSI B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fb - 825 PSI C. HEAVY DROP CLOTHS. 3 THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS.8. 9. Design values: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE © COPYRIGHT 2024 KEHL DESIGN ASSOCIAT'. , I_I_C. 41 FL'EOF ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOP AND OBTAIN C. Laminated Veneer Lumber (LVL): ACCUMULATION. PLANS AND ELEVATIONS ARE PROTECTED UN'i)Er' FEDFRA! t TIIRCUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN Cr Fv 285 PSI FS. E = 1,900,000 PSI o COPYRIGHT LAW. PLANS MAY NOT BE REPRCi;;CEi) INM100 � = WRITTEN AUTHORIZATION. ALL PLANS AND Di`1' "IS ARE i!'E THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fb = 2600 PSI 4. NOISE AFTER HOURS, SOLE PROPERTY OF KEHL DESIGN ASSOCIAT S, LLC. TIIRA L.IGiII 1 DRAUdINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. KEHL DESIGN ASSOCIATES, LLC. NOTE A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, TO BUILD ONLY ONE STRUCTURE FROM THES`t PEAi'S IS i"' EiJ 10. '.iD F!)F;CiiA,;E. ALL. PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. B. EXCEPT LEGAL HOLIDAYS. EXCLUSIVELY TO THE BUYER, WITH WRITTEN ROOF OF 1 1 . THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. ^�-- s ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. Acceptance of these drawings does not aut'n)rize the richt to ° t � WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN REGARD TO CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH build without the authorization of local govfrning agencies. such 12. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS INCONVENIENCES TO THE OTHER NEIGHHBORS. as Suffolk County Dept. of Health Services, icwn Bui!ding THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD KEHL DESIGN ASSOCIATES LLC. HARMLESS FOR COSTS AND PROBLEMS Departments, DEC, FEMA, etc. Verify all cundilians, codes, t RESOLUTION. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS 1 3 6 SPECIAL SAFETY NOTES and requirements with such agencies prior In cons'ru(,Lon ALSO IMPLIES THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO CARRY OUT q g THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HL WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE r 14. DOCUMENT NOTES PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE WORK NOTES: THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET AL -L CONCERNED REGULATIONS OF R301 DESIGN CRITERIA AS F'f_F? THE 4RCHI-ECTUPAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 2020 RESIDENTIAL CODES 0': DEFENSE, FOR THE INJURY OR ECONOMIC LOSS SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE NEW YORK STATE FSOLUTIO'd. LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY R301.1 APPLICATION BUILDINGS Ali'' �' U TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, AND PARTS THEREOF SHALL BE C("NSI_RUCTE;_) TO I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. SAFELY SUPPORT ALL LOADS, INCL'_'f)ING DE.='°,,D GROUND 4'IND SEISrsIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 7 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND M LOADS, LIVE LOADS, ROOF LOADS, I I_0)D LOt,D>, ALL STRUCTURES TO CONFORM WITH THE 2020 RESIDENTIAL CODE MULTIPLE-STATION SNOW LOADS, WIND LOADS AND SEISMIC I DADS S DESIGN FROST LINE DESIGN I UNDERLAY- FLOOD WIND EXPOSURE OF NEW YORK STATE SECTION R301.2.1.2 PROTECTION OF OPENINGS. IN ACCORDANCE WITH CHAPTER 3, SECTION R314 OF THE 2020 RESIDENTIAL CODE OF NEW PORK STATE. PRESCRIBED BY THIS CODE. THE C' fI:;TRUCTION r,rF LOAD SPEED m h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 Ibs/sgft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C THE BUILDINGS AND STRUCTURES L'I A.CCCRDAPJCE R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR WITH THE PROVISIONS OF THIS COL-EXCEED ALL REQUIREMENTS OF CHAPTER 3 OF THE 2020 IN A SYSTEM THAT PROVIDES A Cr '�: ' HALL RESULT PLFTL LCV,D OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1996 AND RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, ASTME E1886 AS MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET PATH THAT MEETS THE REQUIREME' T,' FOR iHf: THE REQUIREMENTS of AN APPROVED IMPACT-RESISTING STANDARD OR ANSI DASMA 115. TRANSFER OF LOADS FROM THEIR '()INT r;F c_)F I- ,\' t (IN POUNDS PER SQUARE Fool) NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3 SECTION R303 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE THROUGH THE LOAD-RESISTING ELf"I✓r_NT' TO f_ DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. FOUNDATION. BUILDINGS AND STRU TURFS ---- EXCEPTION: PRESCRIPTIVE DESIGN OCCUPANCY OR USE LIVE CONSTRUCTED AS PRESCRIBED BY 111IS CODE RE 25. RESIDENTIAL ONE - AND - TWO FAMILY DWELLINGS LOADS 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF z/6 INCH (11mm) AND A SPAN OF NOT MORE THAN 8 FEET (2438mm) DEEMED TO COMPLY WITH THE RE011I-EM'f_ , SECTION 310 OF TNT` F 3 b SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 3HE 2020 RESIDENTIAL CODE OF NEW YORK STATE THIS SECTION. USES(s) AND OCCUPANCY CLASSIFICATION(s) UNINHABITABLE ATTICS WITHOUT STORAGE 10 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE FOR EMERGENCY ESCAPE AND RESCUE OPENINGS. --- __ METHOD AND SHALL BE SECURED WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO RESIST THE R301.1.1 ALTERNATE PROVISIONS � UNINHABITABLE ATTICS WITH LIMITED STORA•)E`''g COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE-7, WITH THE PERMANENT AS AN ALTERNATIVE TO THE REQU =t�=l/RANTS IN USE OCCUPANCY 20 CORRISION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,728mm) OR LESS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY SECTION R301.1 THE FOLLOWING `_ ,�NDF,';IJ , - RESIDENTIAL R-3 (SINGLE FAMILY) HABITABLE ATTICS AND ATTICS SERVED bklTri FIXED STAIRS 30 WHERE WHERE THE ULTIMATE DESIGN WIND SPEED V11It IS 180 MPH (290kps) OR LESS. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PERMITTED SUBJECT TO THE LIMITF IONS Of THE - - - THIS CODE AND THE LIMITA TIONS F ::i�I"_III;. NAILING NOTES: ENGINEERED DESIGN IS USED IN CC ', NJ Ic:r. „l :TYPL OF CONSTRUCTION (CHAPTER 6) TABLE R30 BALCONIES (EXTERIOR) AND DECKS (e) R301.2.1.212 WIND. . -BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD THESE STANDARDS, T i : DESIG"J STRUCTUAL PANELS a,b,c,d ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 6, TABLE R602.3(1) OF THE 2020 t WITH THE BUILDING CODE OF NEW sTa E TYPE GROUP FIRE ESCAPES 40 RESIDENTIAL CODE OF NEW YORK STATE. :r;F;F; --- FASTENER SPACING (INCHES)V d h NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 4, 1) AWC WOOD FRAMED CONSTRUCT :',,: V, ' B GUARDS AND HANDRAILS 200 FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL "FOUNDATIONS" OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (WFCM) a S 4 FEET SPANS 6 FEET SPANS 8 FEET 2) AISI STANDARD FOR COLD-FORI,IED ST'..:E L 4 HEIGHT AND FIRE AREA GUARD IN-FILL COMPONENTS 50h _ FRAMING - PRESCRIPTIVE METHOD FOE; ONE____ NO. 8 WOOD SCREW- AND TWO FAMILY DWELLINGS (AISI-S2.-;0) a BASED ANCHOR WITH 2 16 10 8 PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2020 RESIDENTIAL CODES 3) ICC STANDARDS ON THE DESIGN AND HEIGHT FIRE AREA PASSENGER VEHICLE GARAGES 50a INCH EMBEDMENT LENGTH OF NEW YORK STATE. CONSTRUCTION OF LOG STRUCTURES (ICC40C') HEIGhT BUILDING. ROOMS OTHER THAN SLEEPING ROOMS 40 NO. 10 WOOD SCREW- BASED ANCHOR WITH 2 16 12 9 REV: HL VERTICAL DISTANCE FROi.4 GRADE -- INCH EMBEDMENT LENGTH I PL,'NF TO THE AVERAGE HEIGHT OF E THE HIGHEST ROOF SURFACE UNLIMITED AREA SLEEPING ROOMS 30 _ PRESCRIPTIVE ENERGY DESIGN CRITERIA REQUIREMENTS AS PER 2020 ENERGY =fJA EXISTING 3 STORY AS PER TABLE 5062 _ Ya BASED A CHORNCH DIAMETERL WITH SCREW2 16 16 16 CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2020 ECCCNYS), BASED AS-FEh CHAPTER " OF THE . 40 STAIRS c INCH EMBEDMENT LENGTH TA G LCING coDE of NEW YORK ON THE 2018 EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE AND FOR SI: 1 inch = 25.4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0.447 m/s ASHRAE 90.1-2016 € FOR SI: a. This table is based on 180 mph ultimate design wind speeds V,it and a 45-foot m=on roof height. r-•�- . _ a ti h1 1 POUND PER SQUARE FOOT = 0.0479 kPa, 1 SQUARE INCH = 645 mm? 1 POUND = 4.45 N, 0 HEIGHT FRU RIDGE TO GRADE NA EXISTING PROJECT:NOTE: THE SIZE OF ALL NAILING MATERIALS AND THE NAILING PATTERNS OF ALL MATERIALS - b. Fasteners shall be installed at opposing ends of the wood structural panel. K E S I- -- -- a APPLIED OVERAAE20-SQUARE IINCHB AREgABLE of SUPPORTING A 2,000-POUND LOAD Fasteners shall be located a minimum of 1 inch from the edge of the panel. TO BE IN ACCORDANCE WITH TABLE R602.3(1) FASTENING SCHEDULE OF THE 2020 RESIDENTIAL ! c. Anchors shall penetrate through the exterior wall covering with an embedment length of 2 inches minimum into CODE OF NEW YORK LUMBER SPECIES AND GRADE b. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT R S D BETWEEN JOISTS AND RAFTERS IS NOT MORE THAN 42 INCHES, OR WHERE THERE the building frame. Fasteners shall be located a minimum of 2Y2 inches from the edge of concrete block or concrete. .. ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF d. Where panel are attached to masonry or masonry stucco, they shall be attached using vibration resistent anchors ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, 'y' ( p rU i having a minimum ultimate withdrawal capacity of 1,500 pounds. �� 1 UC� i�i�s .t ' LE t OR GREATER, WITHIN THE PLANE OF THE TRUSSES. THIS LIVE LOAD NEED NOT BE ASSUMED ALL EXT. DECK FRA,P.IING hJATERIAL CCA NC PINE #2 AND BETTER TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. - c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD PROJECTS TO COMPLY WITH CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY,AS PER THE SOUTHOLD, EV J OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS OF THE 2020 ENERGY CONSEVATION CONST3UCTION CODE OF NEW YORK WHICHEVER PRODUCES THE GREATEST STRESSES. SCTM# 1 OOO-59.'l 1 -('_' �� d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. SECTION R402, BUILDING THERMAL ENVELOPE OF THE ENERGY CONSERVATION CODE OF NEW YORK DRAWING TITLE: AREAS OF STRUCTURE e. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. Projects shall comply with one of the following: LOT DATA AND CRITERIA HOUSE DATA AND CRITERIA _ 1. Section R401 through R404 EXISTING CRAWL SPACE NA f. GUARD IN-FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL 2. Section R405 and the provisions of sections R401 through R404 indicated as "Mandatory" GENERAL NO-1-E S t W RAWL SPACE NA FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 3. The energy rating index (ERI) approach in Section R406 50 POUNDS ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED NOT BE ASSUMED t ,- s r W r IrJISHED EASEMENT � 503 SOFT. TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. :;l��"F IRST FLOOR NA (NY)TABLE R402.1.2 a ,...._. L F - UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT NOTES: ECC:I URED FIRST FLOOR @ 121 SOFT. g THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR CLIMATE FENESTRATION SKYLIGHTb GLAZED CEILING WOOD MASS FLOOR BASEMENTc SLAB d CRAWL THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND 1i,: JIIE O!"LR"Y ff iIIF i L` COND FLOC)R NA MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL RNALUE SPACEc f'dCf ,.E S '/r'I� _ IrFN'`'�ECOND FLOOR NA ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN sHGCb,e R-VALUE R-VALUE' R-VALUE &DEPTH R-VALUE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HEP[TO. I'PROSECUTED TO THE FULLEST EXTENT OF THE LAW. C011T1;',;1')�:. �!Fw _ALCONY NA THE PLANE OF THE TRUSS 4EXCEPT FIELD 00TIONS AND DIMENSIONS AND BE SOLEY RESPGr;_i [E [C rl''!! F irIE OFT NA THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS MARINE 0.32 0.55 0.40 49 200R13+5h 8/13 19 10;13 10,2ft 10/13 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR 0!•""L'V!'I; ['"1= ) '.'I;'iJ ','v: 1f, „TTIC UNFORESEEN FIELD COIJDITIONS AND OR ADDITIONS BASE[ UPON CC' !'HOUSE a NA BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: = FORMALLY ACKNOW EDGED AS REVISION TO THESE FLAd1S � ATTIC (HOUSE)(b) For SI: 1 foot = 304.8 mm NA 1. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less SEAL: DATE: EX. GARAGi- NA BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the NOT REQUIRED NOT REQUIRED NEW GARAGE NA NOT LESS THAN 30 INCHES R-value specified in the table. OCTIJBI h t 2, r ONUS ROOM NA b. The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. ALL WORK INSIDE EXISTING ALL. WORK INSIDE EXISTING -- 2.THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN �_.----_� PROJECT !1a��: SCREENED PORCHES NA 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. C. " 10/13 " means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the OF hl interior of the basement wall - NRooM NA STRUCTURE STRUCTURE ��,y,ypo DRAWN E?';- -- I'�l W E,ECF' NA 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR THE TRUSS BOTTOM CHORD MEMBER DEPTH. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the MVERED PORCHES NA interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the home. "10 13" means R-10 continuous CHECKED 3): t-iLTRI-PJCE STAIRS G` 84 SOFT. THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL 8E / _ ` DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS insulation on the interior or exterior of the home or R-13 cavity insulation of the interior o the basement well. F' OL HOUSE/ CABANA NA THAN 10 POUNDS PER SQUARE FOOT. d. R-5 shall be provided under the full slab area of a heated slab in addition to the required slab edge insulation i `\� ,r1.�p SHEET CF SORY STRU;TIJRE NA R-value for slabs, as indicated in the table. The slab edge insulation for heated slabs shall not be required to h Gam_- _ - �� RS h. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE DESIGNED WITH A extend below the slab - SAFETY FACTOR OF 4. THE SAFETY FACTOR SHALL BE APPLIED TO EACH OF THE __- CONCENTRATED LOADS APPLIED To THE TOP OF THE RAIL, AND TO THE LOAD ON THE e. Reserved y P x IN-FILL COMPONENTS. THESE LOADS SHALL BE DETERMINED INDEPENDENT of ONE �FESS100- If 1 -- - ANOTHER, AND LOADS ARE ASSUMED NOT TO OCCUR WITH ANY OTHER LIVE LOAD. f. Reserved c) bVTHOUT STORAGE g. Alternatively, insulation sufficient to fill the framing cavity and providing not less than an R-value of R-19. r) v,iTH STORAGE h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" mecns R-13 cavity insulation DOB NUN - plus R-5 continuous insulation. t P i. Mass walls shall be in accordance with Section R402.2.5. The second R-value applies when more than half the ~ insulation is on the interior of the mass wall. 0 KEHL-DESIGN-ASSOCIATES, u.r SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF DOUG-FIR LARCH / SO. PINE UPLIFT TWO 8d NAILS THIS M T S 2 0 L T S 2 0 FASTENERS ALLOWABLE LOADS 2 LOAD SIDE OF TRUSS. MODEL GA UPLIFT UPLIFT LATERAL WITH j NO TO TO TO AVG (133/160) NAjxl ILS CODE TOTAL FOUR /. m , PROVIDE EI HGAIOIS ON REF. 8d NAILS o SIDE OF CEILING JOIST RAFTERS/ ULT. INTO TRUSS AND ON SIDE OF RAFTER 160) STU I TRUSS PLATES STUDS (133) (760) F F2 (133& NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON o° H7 16 -Sd 2-8d 8-8d 2991 930 985 �00 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER sa- --- PROPER INSTALLATION PROCEDURES H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) o (TOTAL) LENGTH of BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO I e ART "x12 - MODEL GA AVG 2 CODE 8d NAIL ° / •° NO. MAX. CLEAR ULT. LFTA LFTA REF. INTO // e WIDTHSPAN L QTY DIA 1�. 2, 2�„ 3,. 3j,• 1�„ 2„ 2j„ 3„ 3�" PLATES °m o° ° EIGHT � L e o ° c LFTA 16 24" 17" 38j^16-10d - 4200 1205 1400 5, 44, 85 8d NAIL INTO S P 4 STUD 2 DOUG-FIR LARCH / SO. PINE c FASTENERS ALLOWABLE UPLIFT LOADS 3 0 MODEL L AVG lad lod x 1 CODE NO ULT. REF, o 10d 1od x , " LFTA ,° (133 / 160) (133) (160) L S T A 2 1 ° 0 MT=16 1B 14-10d 14-10d x 12" 3116 1000 840 1000 3, 41, 128 o 0 r SIh HGAII 20 14-,od 14-1oa x , o, °° �� 3116 1000 840 t000 3, 41, 128 -- -- - -- ARTJ'xl2 00 ° o a LS120 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 0 DETAIL "K CNW- oo DOUG-FIR-LARCH/ COUPLER NUT DETAIL "E" TYPE C DIRECTION FLOOR 0 PINE CODECODE E Equal number of o° S MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. o / NO TIGI1 (133/ p ° / Si (,00) (,zs) ,so specified nails in ° /// G 515 645 670 I°' each end T/ LTP4 5 J 515 645 670 6, 39, 97 Simpson Strong-Tie CS16 A H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS'''9(DF/SP) (133) HOEDOWN HOLDOWN 55 AVG LENGTH OF BOLT z-3 DEFLECTION CODE 8 STUD DEFLECTION ART "x12 MODEL MACHINE AT HIGHEST NO. AT HIGHEST ALLOWABLE REF. °ooc BASE BODY HBO SB W H B s0 CL DIA5HOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN QTY DIA DESIGN WHEN RAISED OFF co 1 2" 2 " 3° 3 " 5}" LOAD THEILL PLATE o o H02A 16 12 4{" 2�" 2j" 8" 2�" 1 2 �" 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 c o MODEL LDIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS o NO L STUD PLATE ULT. DF / SP CODEo (133), (160) REF. SP4 7)" 6-10d x 11" 2917 735 885 7, 40, 127 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE No. GA W L NAILS FLOOR (133) (160 REF. o 100 ) LSTA21 20 1 " 21 16-,Od 905 1205 1295 7, 40, 90 o0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o0 N0. GQ W L NAILS ia�R =60)) REF, o MSTA24 18 1 24 1 -10d 1025 7, 40, 90 Simpson Strong-Tie MODEL LTOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L U S 4 6 � NO. (LENGTH END GA CUT LENGTH (TOTAL) SPACING REF. OF ROLL (100) (133 / 160)� oc. HDZA _ N A Row NOTE: ALL HANGERS TO BE USED ON THIS PROJECT CSIe' 150' 4" 6 CLEAR SPAN +31" 28-8d 1235 1650 2� 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE Simpson Strong-Tle DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES H6 ON. DOUG-FIIR LARCH S0. PINE AL WABLE LOADS N) GA HEADERS AVG UPLIFT FLooR 100 SNOW 115 ROOF 125 CODE ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION H B JOISTS ) BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL IIF11 1od tsd ULT. (t33) (160) 1od 76d 10d 16d tOd t6d REF. ALL LIABILITIES ON THE CONTRACTOR. 2 - 4-16d 4-16d 6076 1140 1160 - 1000 - 1150 1250 7, 40, 127 HU5210-2 14 34 9` 2 - 8-16d 8-16d 6076 1755 2105 - 1650 1900 2065 1, 36, 84, 122 DETAIL I DOUG-FIR LARCH/So PINE ALLOWABLE LOADS kAF MC,,)EL FASTENERS UPLIFT LATERAL CODE GP AVG UP_IFT (133/160) REF. ULT. TO FAFTERS TO PLATES TO STUDS (133) (160) F FZ I / [ltHG,,IOKI 1-- 4-SDSj"xtj" 4-SDSj"x3" - 1523 435 435 1165 940 160 USE A MINIMUM OFMTS16oTWO 8d NAILSTHIS MTS16 SIDE OF TRUSS. CNW- TOTAL FOUR ® SE A MINIMUM OF HD2A UT TN NAILS TWO 8d NAILS THIS S^ANT[] TRL!SS SIDE OF TRUSS. r TOTAL FOUR �. . m ° °o SIMPSON L S T A 21 INTO TRUSS 8d NAILS TAKE-UP WASHER SIMPSON y LSTA21 Strong-Tie II �I� e_pmm HUS210-2 lTWO FI II FLATEs EIGHT 8d II ° fl,7 NAIL .� 8d NAIL ) 'p INTO INTO DETAIL "All STUD Simpson Strong-Tie PLATES o m° H7 EIGHT o 8d NAIL INTO DETAIL DETAIL "G11 11D" TT STUD Simpson Strong-Tie Tie DETAIL -- H7 LFTA I Simpson Strong-Tie LFTA LFTA ° II BP [ROD SYSTEM DETAIL "L" DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIO RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 1'-O" DEEP POOL x 4' DIA ==12.58 cu,ft. per ver 1'-O" DEEP POOL x 6 DIA. = 22.3 cu,ft. per verti I ' LTP4 1'-O" DEEP POOL x 8' DIA. = 42.25 cu.ft. per ver 1'-O" DEEP POOL x 10' DIA. = 68.4 cu,ft. per ver LTP4 HOUSE ROOF AREA = NA sq/ft NOTE; LTP4 ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS V = A x R x c DETAIL "C" N O ROOF 3" THR OUGH ROOF ROOF A = NA sq/ft Simpson Strong-Tie 3'• IMPERMEABLE R = " RAINFALL = NA ft Floor-to-door Connections 2 RAIF C = 2" FF.RAI 1.0 LTP4 �e,,,►f, B SURFACE C _ NA x 1 x .166667 = NA C.F. LTP4 NEW LAUNDRY Sir';pSOn Strong-Tie 3 BATHROOM ROOM 2" '• ADDED lour-to-Floor connections 3 NA / 42.25 VERTICAL FT. FT = NA V.F 9t TO THE / FLOOR 1st FLOOR USE 8' DIA. POOL 0'-0" DEEP = NA V,F. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Ridge Strapping 2.. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. LSTA30 3 STRUCTURE, OR 3,. THEREFOR NA / 22.3 VERTICAL FT. / FT = NA U.F. 2 4" F.A. VENT 6"fJ� SUBSTITUTIONS ABOVE GRADE USE 6' DIA. POOL 0' DEEP = NA U.F. 4� 0. NO DRYWELLS All Framing hardware shown on these plans, 3" TO SC WA APPROVED NEW SEWERAGE S,-STEM POOLS TO BE PLACED ON OPPOSITE SIDE I un ess o herWlse indicated, Is Simpson Strong-Tie, BATHROOM ARE No substitutions are approved or authorized, 3..2. 2 Dui to the relationships of framing hardware to HOUSE AND/OR LEADERS TO BE PIPED TOREQUIRED. other components of the structure, any framing 3' BASEMENT FLOOR POOLS (1/2 OF THE ROOF TO DRAIN TO E, hor-6ware substitutions will render these plans ALL RUNOFF POOL, MAINTAIN MIN. OF 20 FEET FROM SE and void, and will result in the installer/contractor as SYSTEM AND MIN. OF 10 FEET FROM FOUNT uming responsibility for the design and ✓ TO BE performance of the entire system, PLUMBING RISER DIAGRAM (NTS) CONTAINED ALL COVERS TO BE TRAFFIC BEARING IF LO Rye Strappin ON SITE IN AREA WHERE TRAFFIC IS TO BE PRESENT g Detail IF A MULTIPLE POOL SYSTEM IS USED ARO THE HOUSE THEN EQUAL PROPORTIONS OF ROOF SHALL BE DIVERTED TO EACH POOL. Win i�tH 2x6 ACQ Sill KEHL DESIGN ASSO o u_ I nATES, LLC R commercial df-sign r nsufli q (2)14"x52" LVL Header 4 X 52 Casing Head PO.Box1675 phone: (631;433-9084 Southold,New York 11971 E44JI: sshr1650oplor!rr,n0 Provide 2X8 f A C Buck Kehl Design Associates,LI C o formerly D A K n;-,,.toff s LI C CRAWL- Q N 400 Series SPACE around all �" Andersen OWNERSHIP & USE OF DOCUMENTS: Window well Burt-In Ladder These drawings and specification', includine the Basement CW135R ideas, design and arrangements representea Windows therein, are the property of KFH'L DESIGN ASSOCIATES, LLC. No part therE:of shall be Gravel copied, disclosed to others or used in connection BASEMENT �_ with any work or project other than for which they have been prepared without written cons,2nt. 4 WELLCRAFT 49"X42"X62" Recessed Shelf UP © COPYRIGHT 2024 KEHL DESIGN ASSOCIAI:S, LLC. ALL FLOOR GRAY MODULAR EGRESS N �' ' ' ;• ; Sand and Gravel PLANS AND ELEVATIONS ARE PROTECTED ULD�.R FEDERAL WINDOW WELL OR EQUAL ;.;;.,.: , COPYRIGHT LAW, PLANS MAY NOT BE REPROD'�ICED WITHOUT WINDOW TO MEET THE EGRESS CODE WRITTEN AUTHORIZATION. ALL PLANS AND Di SIGNS ARE THE OF THE 2020 RESI0EN11AL CONE of �p SOLE PROPERTY OF KEHL DESIGN ASSOCIATES, LLC. THE RIGHT !C4 NEW YORK STATE bad b . _ TO BUILD ONLY ONE STRUCTURE FROM THES_ PLANS IS LICENSED r, , C BEDROOM ` '' ` " ? ` "`" EXCLUSIVELY TO THE BUYER, WITH WRITTEN F�),-O OF PURCHA.)E. Existing 16"x 8" Conc. FTG. 4 CRAWL PROVIDE SMOKE DETECTORS 3/" AND ^^ ' SPACE CARBON MONOXIDE DETECTORS Min. 3 —0 Below Final Grade AS PER THE NEW YORK STATE CODE I I Acceptance of these drawings does not a0horiZe the right to d ON ALL FLOORS EGRESS WINDOW WELL build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, T;wn Building T —5'-4' Departments, DEC, FEMA, etc. Verify all conditions, codes, CROSS SECTION ' and requirements with such agencies prior to constnict;an. EXISTING A 0 3/„ FINISHED N= CL BASEMENT WORK NOTES: x� N — SCALE: 1/2" = 1'-0" R301 DESIGN CRITERIA AS F'Ef3 THE Q 0 Q PROVIDE SMOKE DETECTORS EXISTING ( � � = 2'-3Y2" AND 0 2020 RESIDENTIAL CODES OF GARAGE 3� PANTRY / o 14'-10" CARBON MONOXIDE DETECTORS NEW YORK STATE CLOSET — — — — — — — — — — —— — — AS PER THE NEW YORK STATE CODE KITCHEN 17"Door ON ALL FLOORS R301.1 APPLICATION BUILDINGS AND STRUCTURES, CL CL o AND PARTS THEREOF SHALL BE CONSTRUCTED TO 3/ SAFELY SUPPORT ALL LOADS, INCLUDING DEAD WALLS AND CEILI'IG OF GARAGE TO BE FIRE-RATED _5 PROVIDE SMOKE DETECTORS 17"Doo 3/ EXISTING LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, r WITH e" FIRC-RATED SHEETROCK AS PER THE NYS CODE. U CARBON MONOXIDE DETECTORS 3Y AND EX. HOUSE SNOW LOADS, WIND LOADS AND SFI MIC LOADc AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF t AS PER THE NEW YORK STATE CODE �5'-10%" 1 MECH THE BUILDINGS AND STRUCTURES ACCORD",LACE 8'-6 4" ON ALL FLOORS ROOM WITH THE PROVISIONS OF THIS COPE SHALL C,'E;ULT 28"Door WALLS AND CEILING OF BASEMENT TO BE FIRE-RATED 8 1'-6 4"I IN 0 o A M THAT PROVIDES A CO"�1PLETF LOAD WITH 8" FIRE-RATED SHEETROCK AS PER THE NYS CODE. E -� PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR DINT OF ORIGIN BATH m THROUGH THE LOAD-RESISTING ELEMENTS TO l-HE LIVING ROOM � FOUNDATION. BUILDINGS AND STRU:;iURCS 0 3Y" 5'-2%° CONSTRUCTED AS PRESCRIBED BY THIS CODE AR,r F j o r'r o WINDOW TO MEET THE EGRESS CODE p `D OF THE 2020 RESIDENTIAL CONE OF DEEMED TO COMPLY WITH THE REQUIREMENTS IF >. NEW YORK STATE THIS SECTION. i 3%" s 7 — — — — — — — — — — — R301.1.1 ALTERNATE PROVISIONS AS AN ALTERNATIVE TO THE REQUiREVENTS IN r WELLCRAFT 49"X42"X62" 400 Series 30"x 12" SECTION R301.1 THE FOLLOWING _ 1 ANDARDS l,RE Hopper Unit GRAY MODULAR EGRESS Andersen Hopper Unit PERMITTED SUBJECT TO THE LIMITA-IONS OF TPE WINDOW WELL OR EQUAL CW135R THIS CODE AND THE LIMITATIONS HI ;-,'EIN. WHERE ENGINEERED DESIGN IS USED IN CC;NJUNCI_ION ',VITH n� APARTMENT THESE STANDARDS, THE DESIGN SH,'1I-1_ C M.,I ASEMENT PLAIN WITH THE BUILDING CODE OF NEW 1"c)RK STATE i 1) AWC WOOD FRAMED CONSTRUCTON M;''.N!-JAL <�12_ EXISTING } SCALE: 1/4"= V-0" PROVIDE SMOKE DETECTORS (WFCM) CONDITIONED EXISTING 2) AISI STANDARD FOR COLD-FORMED �'T1_EL AND -F'IJD FC,I: CITE. CARBON MONOXIDE DETECTORS SUNROOM HOUSE FRAMING - PRESCRIPTIVE MET AS PER THE NEW YORK STATE CODE AND TWO FAMILY DWELLINGS (FISI-S2_'O) ON ALL FLOORS 3) ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTUE,: 5 (11-C40C EXISTING LAUNDRY ROOM / BATHROOM REV: 4 G ; EXISTING RECONFIGURED Y EXISTING V GARAGE 2e•«38" EXISTING I,LQR T-10" HOUSE Y PROJECT: WALLS OF THE STAIRWELL TO BE FIRE-RATED o 4'-2' 0%" 4Y" WITH $° FIRE-RATED SHEETROCK AS PER THE NYS CODE. o PROVIDE SMOKE DETECTORS t T � DRYER TO BE q 2 d Y;�'; 1 PC STACK CARBON MONOXIDE DETECTORS s,.r � r -a _`+, ; 3; ;;;v - o AS PER THE NEW YORK STATE CODE EXISTING - =t'' = i' '% III (2)2x6 ACQ GIRDER EXTERIOR DRYER T: EXISTING .,- .v; -�> � a ON ALL FLOORS CONC. FILLED SONA TUBE HOUSE 8" 4' 3° MUDROOM - ATE BOTTOM OF FOOTING MIN. S-O" WALLS AND CEILING OF THE STAIRWELL TO BE FIRER D „ _ AISED BELOW FINAL GRADE - RECONFIGURED '� WITH FIRE-RATED SHEETROCK ,,�}ER THE NYS CODE. - PLATFORM 37 5 T U C�C E R.� .�. *. I - ,,•��° '� � <',;;�".` 4r:; s4'-•. � (2)2x6 ACQ GIRDER TO 5 4"x6" STK CEDAR DECKING "`� `�' " :x:' 4;• III I a I 6 I _ I 2 2x6 ACQ GIRDER HEADROOM ROVIDE EXISTING EXISTING SOUTHOLD NE ,I 'tr` t $I ,II'41DRA AS IEi' J sT T c �E ELow HOUSE HOUSE WALLS n AND CEILING OF GARAGE TO BE FIRE-RR1ED z AS PER s _ WITH FIRE-RATED SHEETROCK R THE NYS CODE. - 2x6 ACQ FLOOR JOIST 16"oc. (2)2x6 ACQ GIRDER _ _ SCTM# 1000 59. ► 1 / ACO GIRD `R 2 2x6 ACO GIRDER r:.,,:__x.-;_�>�;t ->;', - _> �r O CONC. SLAB .,..•,� .-�,� .... 1% - = ' `"''�` :> = WALLS OF THE STAIRWELL TO BE FIRE-RATED DRAWING TITLE: ;f;� :»... :, 2 2x6 ACQ GIRDER \ p o �•: _'=:'�s�:.:s� N (LING OF THE STAIRWELL T -RATED ,WALLS AND CEILING 0 BE FIRE -RATED FIRE-RATED SHEETROCK AS PER THE NYS CODE. ` ,qr _ _,g� '.,;•::. _ 9•"..h :':� Nr: , BASEMENT APARTf',�F '� C. SIDE, r LKL - `s`. .u -:. is' WITH FIRE-RATED SHEETROCK AS PER THE NYS CODE o 8" CONC. FILLED SOMA TUBE '- .,� .� Is =.�': •:� � :;�;�'�':':?- '�':�,>+%`�t<= ^� �=� �" BOTTOM OF FOOTING MIN. 3' 0" -,tit ' , ,.t MUDROOM / LAUNDf* `' BELOW FINAL GRADE '�=;*4- ��'�- ">�'� �j'4 .r - - - - - - - -- - - ROOM / BATHROOM PLAN �� z NOTES: -- - - - - - - - - - ENTRANCE STAIRS THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND Ai E THE 'r:.01 I_REY I( TI r 4 2 w 0 f 4Y DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFVI Cd MI 'iS WILL EXISTING FIRST FLOOR PLAIN PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CON7,_ :fOF,1 . AI- VU Y ALL 7 I o FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPC,1J3`LE FOB. FIELD F' TIT � AINICE STAIRS FOOTING AND DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR 9` `ilS B DT Y SCALE: 1/4"= 1'-0" UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASER �!PON CC 'C,JJ' r T ■ I "' "' PROVIDE SMOKE DETECTORS FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS t 0 S S C 0 f ® - � N E FRAMING PLAN AND SEAL: DATE: - A CARBON MONOXIDE DETECTORS { � w 5/4"x6" STK CEDAR DECKING AS PER THE NEW YORK STATE CODE OCTUP'ER 2, 2( ( SCALE 114" = V-0" 0 SCALE: 1/4" = V-0" ON ALL FLOORS — PROJLCT ,`�!O: OF - E'l--_ - — —--- 0, J- C /- DRAWN F`r: rR!?L;°,N ,•ii ,;,/ I mo r ,O .` ��ticZ�� CHECKED E31K # ACi__IRDAiJCE "ITN IIiF f - ---- ------- )::'U RF_IDEU AL VIEW YORI SiAILr AL: IfHEAD9 2" VL TLESS ENTRANCE STAIRS 4_ I ,;JPFR'MSE NOTFD \SSI J ",' t u SCALE: 1/4" = V-0" - ;! II. `r'F0;'IDE F='E FREAV.S ...,,,...,�..,..,. € A; F'EF, DOB NUN ��.E<: tE j I,Evr YOF,, T ' 0 KEI IL-DESIGN-ASSOCIATES, Llr