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Home My WebLink About47804-Z ��O�OSpFF01�COGy Town of Southold 12/10/2022 o - P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43679 Date: 12/10/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 1835 Naugles Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-4-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/25/2022 pursuant to which Building Permit No. 47804 dated 5/11/2022 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: alterations, including finished basement,to existing single-family dwelling as applied for. The certificate is issued to Redlener,Michael&Wajnberg,Ania of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47804 10/14/2022 PLUMBERS CERTIFICATION DATED 11/10/2022 ei cNeenburger Aut i d gur ate BUILDING DEPARTMENT z 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#: 47804 Date: 5/11/2022 Permission is hereby granted to: Redlener, Michael 127 W 96th St Apt CD New York, NY 10025 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1835 Naugles Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 99.4-20 Pursuant to application dated 3/25/2022 and approved by the Building Inspector. To expire on 11/10/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.80 CO-ALTERATION TO DWELLING $50.00 Total: $458.80 Buil ngI ector SO!/jyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ sean.deviin(d-)town.southold.ny.us Southold,NY 11971-0959 Q�yCDUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Redlener Address: 1835 Naugles Dr city:Mattituck st: NY zip: 11952 Building Permit#: 47804 Section: 99 Block: 4 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BFE Electric License No: 4211 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 1 Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 2$1 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights $' Dryer Recpt Emergency Fixtures Time Clocks Disconnect 1 Switches 13 4'LED Exit Fixtures 11 Pump Other Equipment: Mini Fridge Notes: Basement Renovation Inspector Signature: October 14, 2022 Z----Date: S.Devlin-Cert Electrical Compliance Form �0f SID Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 . Q Southold,NY 11971-0959 Q Y ® l6-1�UJ i C (� BUILDING DEPARTMENT l IC TOWN OF SOUTHOLD NOV 2 9X022 ED TOMOFSOUTHM CERTIFICATION l Date:�ff Building Permit No. I l/ q Owner: (Please print) Plumber:- Y-)f 1+kc- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of o1/ 20 ANAJAE M LAMB NOTARY PUBLIC,STATE OF NEW YORK Registration No.OILA6401319 Q Qualified in Suff I u}x�t� Notary Public, U��ic'��{. County ,My Commission Expires:_ ALJLIZ _ SOUThO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 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: IADcNk. y � DATE INSPECTOR ho�aOE SOUIyO� t4 I b G 6 �� ✓- �� - # TOWN OF S UTHOLD BUILDING DEPT. 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: 7L le cj 4S / DATE S �� INSPECTOR suulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 631-7654802 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) KELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR pf SOUTyO� v # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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: fS t- `G �o DATE 0 l INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS cooro FOUNDATION(IST) ------------------------------------ C FOUNDATION(2ND) z x'11'► DhT, oh'1 cp (,A, .� V — br ROUGH FRAMING& ) y PLUMBING C O 7 � INSULATION PER N.Y. STATE ENERGY CODE c fin FINAL t/�I l Cull) c 15 I'Q ADDITIONAL COMMENTS Cb -5--W_ (5\. Ccs-+- ln[7gq 0" . o rn r r ro N °z C4 y tv Cq �J ro y 1� I a6 . co Jug gufFO�,� BUILDING DEPARTMENT- Electrical Inspector =�4� COGy�c TOWN OF SOUTHOLD C2 Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 4-A Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerr(cD-southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: n Electrician's Name: 1ZVM&3dye License No.: f�2.1N _ME- Elec. email: Elec. Phone N . ❑I request an email copy of Certific a of Compliance Elec. Address.: Gc.A-w- rAorackmb yV L 4i JOB SITE INFORMATION (All Information Required) Name: 1cFJ I-evle R i"4 i ch(2(J - Address: .e_5 121 M -f- f Cross Street: Phone No.: ''Bldg.-Permit#: -477 5 f email: Tax Map District: 1000 Section: 9 9 Block: `f Lot: Zp BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): :b0 SP_,rner4 0-1-A=a--P1 del Square Footage: 1 550 Circle All That Apply: Is job ready for inspection?: ElYES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All inform ation.required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 H Frame Pole Work done on Service? 0 Y nN Additional Information: PAYMENT DUE WITH-APPLICATION /N o) l a5 . 0c) uc� BUILDING DEPARTMENT- Electrical Inspector O� �G TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road'= PO'Box 1179 c Southold, New York 1197.1-0959 44, �a0� Telephone (631) 765-1802 - FAX (631) 765-9502 roaerr(cD-southoldtownny.gov -- seand(cDsoutholdtownny.gov A APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: y\ Of— Electrician's Electrician's Name: yC � License No.: \� _y�G Elec. email: Elec. Phone N 1 O I request an•email copy of Certifica e of Compliance Elec. Address.: o �>t* kA^L"- Ge�k-r M-a� . JOB SITE,INFORMATION (All Information Required) Name: Ke 1 chocj Address: Cross Street: Phone No.: Bldg.Permit#: 9-7?50 L email: Tax Map District: 1000 Section: 9 9 Block: Lot: zd BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(Please,Print,Clearly): Square Footage: 5 50 Circle All That Apply: Is job ready for'inspection?: ❑ YES ❑ NO E]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES [—] NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# r-1New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface 1 Sconces H H's .�► UC itsj Fans Fridge HW AA ExhaustOven W/D 47 ll� Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer Va Hood Service 6 Amps Have Used Special: Comments �SoefUt too �o �y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (b31) 765-9502 https://www.southoldtownny.Qtov_ Date Received APPLICATION FOR BUILDING PERMIT MIr For Office Use Only ® r PERMIT NO. Building Inspector: 7 I , ..:J: :..s. Y.4..: ;.:£ 4:_ . :,;h:... . ;. ��;• ., .:,R�: r. ..s MAIC 2 22 7 LoL4 Applieatloris and#orms must be filled out Inther=entire ¢-Inco _ �t OI'15yVd �_� '• '�,,};��_ . .,. ,,�e•_e tli`e`�A I IC ,,, _.:+.�::_r}`!r t�• �.'_, B ;app,li a i ill'potabe'acce tedllUFi r`. pN_ ant']s"nota -' TOWN P p .tie:owner' an; OFSOUliIOLD :5� Y�.=..,.:i" d'.] - e-�.:>,_C.�S. =-7u�Wil` s"i.r5 :: 'SPt`". tr: '•'r.Sggi,�= 'd.;rye. kOwrier s Aufhoriatlon form'(Rage;2 shall be completed::"' Date: Z. - ROFERT Y. 1 Li Name:Ania Wajnberg, Michael Redlener SCTM #1000- Section 99- Block 4- Lot 20 Project Address:1835 Naugles Drive, Mattituck, NY 11952 Phone#:917-582-5559 Email:aniawa@gmail.com Mailing Address:1835 Naugles Drive, Mattituck, NY 11952 . Sri"{.«;..;,o,. ,:.:=`n•:y.;',':'. ''.'r f NTACT<<PE� S0� - vY_ 9 - - Name:Sean Bechhoff MailingAddress:870 Marconi Avenue, Unit 1, Ronkonkoma, NY 11779 Phone#:631-878- 5865 Email:sean@gbconstruction.org :;t:- ..;:s^-<,ia�z.A.r.,.'�: '-�i�-::x.:'-_ 3.3?ti:.�rnt:�,�r€•n`s s=i'a" -r.'�-"-,�f..,vn:�,'� �-,nr-=" - ::,'r:a:e} '•,s�:,v,- - -- _ _ it V:'y`:,`w.f..x _ :�::'1fi.' Ji:.jS:r`L=y.r._.,eh'✓" Name:Rebecca Rasmussen Grunwald Mailing Address:157 Columbus Avenue #401, NYC 10023 Phone#:917-584-5393 Email:rebecca@rasmussenarchitects.com - - •".K,t+> ,"iy- g� ,e'rR-!t Y, a"1-.,'it•:::%C'rs::, ;;}:ti:�:' f RMAT ION - CONTRACTOR f IN a0� F ` ...�.� "� r L.: •h F'S ;..r..f., 't: ::'1 t....y yi^.t dl r'r.,. .6• ;:,''v`� N.�r. :.C; u+w Name:Sean Bechhoff Mailing Address:870 Marconi Avenue, Unit 1, Ronkonkoma, NY 11779 Phone#:631-878-5865 Email:sean.@gbcohstruction.org t1�' .DESCRIPTION.OF•P .� ��{`> ••�: .i:� ?{ -�. - ❑NewStructure ❑Addition Alteration ❑Repair ❑Demolition Estimy dCostofProject:k ❑Other $ , (�� (� Will the lot be re-graded? ❑Yes END Will excess fill be removed from premises? ❑Yes NNo ' 1 7g� Existing use of property:single family residence Intended use of prope rtY:9ingle family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? EJYes ONO IF YES, PROVIDE A COPY. C etk d sto�m:water i' Chap'ter.236 of thq,'To#fi,Cqdq.1�APPLICATION IS HEREBY MAljE-i6.jh"'t'Ild- D__'-A6fjaFtfi�e1!s 'd u!"gg -1 t:p BuildinjPe f h it�,Qa Zd additions h" ;I66ie`ijj' -_In �o premises wsyortlmances;^buddm ,code ? >>>t _','a`nKd:i n"6('j!-Id'i'n`g(�')iW6`ii� I 6s =punishable u a A h ,R�ctio-ns. alse staernentsnfa e a or e Application Submitted By(prin Sean Bechhoff name): ®Authorized Agent ElOwner Signature of Applicant: Date: /Z_a 7- L STATE OF NEW YORK) SS: COUNTY OF Jed-,'7 being duly sworn, deposes and says that i4he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therdwith. Sworn before me this day of 20 ;2-2— JE R GINGHAM OTARY PUBLIC,STATE OF NEW YORM Registration No.01 B16410896 Qualified in Suffolk County PROPERTY OWNER AUTHORIZATION Commission Expires November 2,2041 (Where the applicant is not the owner) e residing at Clo hereby authorize sczt"� o apply on uthold ilding Department for approval as describe herei wn r'sSi Auree t P Print wn-e e !JIM 2 UNAUTHORIZED ALTERATION OR ADDITION THE EXISTENCE OF RIGHTS OF WAY TO THIS SURVEY IS A VIOLATION OF AND/OR EASEMENTS OF RECORD IF DRAWN IIQiI CNECKBI IIM p7IjE $EPC 2p2p SECTION 7209 OF THE NEW YORK STATE ANY, NOT SHOWN ARE NOT pWNG JOB ND.20-766 EDUCATION LAW. GUARANTEED. COPIES OF THIS SURVEY MAP NOT BEARING THE D SURVEYOR'SSEAL OR EMBOSSED SEAL HALLINOTDBE CONSIDERED Premises known as: Area' 25,252 s.f. TO BE A VAUD TRUE COPY_ GUARANTEES INDICATED HEREON SHALL RUN # 1835 Naugles Drive, Mattituck ONLY TO THE PERSON FOR WHOM THE SURVEY i Y IS PREPARED, AND ON HIS BEHALF TO THE .� TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND , 0.1N %eg, I 4 1 prop /y. TO THE ASSIGNEES OF THE LENDING I 5,5 Op iI I lttyypp �VJ TUTION. GUARANTEES ARE NOT TRANSFERABLE. I M IC� Eu1 OS' ® + b co �F+ 1 p►1 i—'�� t$5 t�+�" tMk`' q stoma `., k W° dannci v. 53B gynM3 a`Op w OF j5 09N \° 90 1°tA"N'� cup }5 !, coo � ods�g5 d 1.0 Survey of Described Property too �W 9ost / situate near Mattituck Inlet 4W. go Town of Southold to � -!p 0e Michael W. Minto, L.S.P.C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 99 Block 4 Lot 20 CD 87 Woodview Lane Scale 1"= 40' Surveyed September 8, 2020 Certified to: Centereach, N.Y. 11720 MICHAEL REDLENER AND ANIA WAJNBERG PHONE/FAX: (631) 580-1202 GRAPHIC SCALE BANK OF AMERICA, NA., ISAOA CELLULAR: (631) 766-9714 40 0 20 40 80 160 FIDELITY NATIONAL TITLE INSURANCE COMPANY EMAIL: mikemintolspc®gmoii.com ISLAND ABSTRACT INC. (IA07053S20RP) ( IN FEET ) 1 inch = 40 ft. SuffOR coultly Dept. Ol Labor, Licensing ,& Cansumet Affair.- GARY J KFOHHOFF latmintsS Name ON& OEVELCOMEI'VIT INC C STMX I, License Number Hol 2431 Rogalip. Napo Issued;' Expires: C45'*0-1 23 n- . Iy Generated by REScbeck-Web Software Compliance Certificate Project 1835 Naugles_BASEMENT Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-fancily Project Type: Alteration Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1835 Naugles Drive Vincent Paladino Mattituck,NY Paico Engineering,PC 25 Mortimer Ave Babylon, Ny 11702 6314958606 vpaladino.palco@gmail.com Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck:Each slab=on-grade assembly in the specified climate-zone must-meet-the minimum-energy code insulation R-value and depth-requirements. - Envelope Assemblies e . e ■ -s ee e e North Wall:Wood Frame, 16"o.c. 300 19.0 0.0 0.060 0.060 17 17 Window:Wood Frame 16 0.280 0.320 4 5 SHGC:0.32 South Wall:Wood Frame, 16"o.c. 300 19.0 0.0 0.060 0.060 17 17 Window 1:Wood Frame 16 0.280 0.320 4 5 SHGC:0.32 East Wall:Wood Frame, 16" o.c. 194 19.0 0.0 0.060 0.060 5 5 Door: Glass Door(over 50%glazing) 38 0.280 0.320 it 12 SHGC:0.32 Door Copy: Glass Door(over 50%glazing) 38 0.280 0.320 11 12 SHGC: 0.32 Window 2:Wood Frame 18 0.280 0.320 5 6 SHGC:0.32 Window 1:Wood Frame 18 0.280 0.320 5 6 SHGC:0.32 Project Title: 1835 Naugles_BASEMENT Report date: 03/11/22 Data filename: Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application,The proposed building has een designed to meet the 2018 IECC requirements in RESc ck Version: RES ck-Web and to comply with the mandat ry r quir ents listed in the REScheck Inspection Checklist. Na e-Title Sig ure Date 0f NEW YO OS PH P4 �i�-- �Q' co z g 161- 96 96P� 'OROFEs`'`o� Project Title: 1835 Naugles BASEMENT Report date: 03/11/22 Data filename: Page 2 of 2 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling,/Roof 0.00 Ductwork(unconditioned spaces): Glass & D. . o Window 0.28 0.32 Door 0.28 0.32 Heating & Cooling Heating System: Cooling System: Water Heater: Name: G a 1ej ?) Date: S^ 2 Comments OF NEW Z a °2 p a > g LU r zr n 096596 f OAROFESSNQ�� ' �.r r REBECCA RAS M USSEN A R C H I T E C T 5 May 11, 2022 Amanda Nunemaker Town of Southold Buildings Department Via:.Email Re: 1835 Naugles Drive, Mattituck. NY Dear Ms. Nunemaker, This letter is to confirm the following regarding the project that we submitted for.work at the Basement level of 1835 Naugles'Drive, Mattituck. 1. The ceiling heights will range from 83"to 85"in the project.There are two headers— one that is 76"and one that is 78"AFF. 2. The framing is 2 x 4 throughout. Please let me know if you need further information to write this permit. Many thanks, Rebecca Rasmussen acs SMUss�P,� ¢ �Nr_ `t 1.57 C O L U M B U SA V EN U E S U I T E 401 N E W'Y O R K, N Y 10023 '(9,1 7)584-5393 t NOTES: 1 REVIEW FRAMING LAYOUT ON SITE WITH 1 � ARCHITECT. REMOVE CLOSET/ HOT WATER HEATER 2 THE PROJECT INCLUDES THE WORK SHOWN ON THE DRAWINGS AND/OR AS DESCRIBED IN THE CRAWL SPACE SPECIFICATIONS AND NOTES. DEMOLITION A�?P ® / INCLUDES ALL WORK REQUIRED FOR THE PROPER , AS NOTED INSTALLATION OF ALL NEW ITEMS SHOWN HEREIN. DATE: g p # (VIF) Q CONTRACTOR SHALL REMOVE ALL ITEMS �\\ REQUIRED TO COMPLY FEE: BY: 60T18 2 IFY 88IAM LDINTO D4 PM FMENT AT -` 3 CONTRACTOR TO PROVIDE BRACING AND FOLLOWING INSPECTIONS: OR THE / SUPPORT AS REQUIRED TO PREVENT MOVEMENT, WATER 1 // SETTLEMENT, OR COLLAPSE OF STRUCTURES AND 1'• FOUNDATION - TWO REQUIRED \HEATER /� UTILITIES AS AFFECTED BY THE WORK. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING SEE STRUCTURAL PLAN 3- INSULATION —J LAUNDRY FOR HEADER WORK 4 REMOVE ALL COMBUSTIBLE MATERIALS FROM THE 4. FINAL - CONSTRUCTION MUST --- SITE. REMOVE AND LEGALLY DISPOSE OF ALL BE COMPLETE FOF, C.O. L_J OVER EAST WINDOW/ DEBRIS AND OTHER MATERIALS RESULTING FROM \ FAMILY ROOM DOOR OPENINGS DEMOLITION OPERATIONS,AS WELL AS ALL CONSTRUCTION S,4ALL MEET THE CONSTRUCTION OPERATIONS, THROUGHOUT THE REQUIREMENTS OF THE CODES OF NEW —�� COORDINATE REMOVAL TE. NOT RES YORK STA ,RESPONSIBLE '� WITH STRUCTURAL �"-� PROJECT. DESIGN A CONSTRUCTION FOR PLANS r BOILER ROOM I I ERRORS. 5 CONTRACTOR TO PROMPTLY REPAIR ANY DAMAGE TO ADJACENT AREAS. UP o I I PATIO COMPLY WITH ALL CODES OF 6 PROJECT MUST BE BROOM SWEPT AT END OF NEW YORK STATE & TOWN CODES EACH WORKING DAY,AND FIRE EQUIPMENT AS REQUIRED AND CONDITIONS OF MAINTAINED AT ALL TIMES. 1 i t 7 ALL WORK MUST BE DONE IN STRICT ACCORDANCE WITH THE RULES AND PLAYROOM I I I I REGULATIONS OF ALL AUTHORITIES HAVING STORAGE ROS I ( I I JURISDICTION. MECH I i I 8 VERIFY ALL DIMENSIONS IN FIELD. REVIEW LAYOUT ON SITE WITH ARCHITECT. cL I I OCCUPANCY OR Blower door I i and ductwork USE IS UNLAWFUL testing required. WITHOUT CERTIFICATE Must provide Manuals OF OCCUPANCY REMOVE WINDOW D, 1 and S as per NYS Energy Code PLUMBING PLUMBER CERTIFICATION PLL PLUMB. LUM.N;w Y,VASTE N n 'VT BEFORE &WATER LIP,>rS {_ D ON LEAD CONTE DEMO PLAN - BASEMENT Tv31N� EFOR COVERING 2 „ _ 1 CERTIFICATE OF OCCUPANCY Scale: 1/4 — 1 -0 SODER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 211 J OF- 1% LEAD. REBECCA RASMUSSEN ELECTRICAL A R C H I T E C T S 14y?SPECTIO^d REQUIRED 157 COLUMBUS AVE.#401 NEW YORK, NY 10023 TEL. (212)362-9546 FAX. (212)362-9689 SYMBOLS: PRIV TE RESIDENCE _ S DENCE 36" EXISTING DECK ABOVE NEW PARTITION NEW CRAWL SPACE MILLWORK STORAGE 2x4 RATED WOOD STUDS, 16- 1835 NAUGLES DRIVE PUMP CLOSET 0.C., W/518-GYP. BD. EA. SIDE MATTITUCK, NY PANEL ROOM AND BATT INSULATION BOX E] WRD BATHROOM EXISTING TO REMAIN LAUNDRY /=(D FAMILY ROOM EXISTING TO BE REMOVED c 28" BOILER ROOM7- EXISTING PATIO UP O WATER r I HEATER NEW COLUMN - CONFIRM W/ STRUCTURAL 8'-0" (VIF) WIDE PLAYROOM ENGINEER OPENING "WINDOW"TO STORAGE ROOM FAMILY ROOM J CL ISSUES & REVISIONS SCALE: AS NOTED DATE: 02.13.2022 DA sn'10k 1�h �Psmuss. DEMO + PROPOSED PLAN - BASEMENT SHEET NO. ` PROPOSEPLAN - BASEMENT � � � 1 � 01 .,s22 Scle: 1/4 0 � y �f• h{� FN�O A-1 00.00 (k COMP y DRAWING X OF X is GENERAL NO TES: 6"x6" (ACQ) 6"x6" (ACQ) 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL MUNICIPALITY AND WOOD POST (SEE PLAN) THE BUILDING CODES OF NEW YORK STATE. �r WOOD POST (SEE PLAN) 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS, PERMITS AND CERTIFICATE OF OCCUPANCY FROM ALL AGENCIES HAVING JURISDICTION, T.O. CONC. EL. +0'-6" FOR ALL WORK PERFORMED. PA,LCO ENGINEERING T.OC . ONC. EL. +0'-6" -� (ABOVE GRADE) 3. THE CONTRACTOR SHALL EFFECT AND MAINTAIN LIABILITY AND WORKMAN'S COMPENSATION (ABOVE GRADE) c GRADE ° o I INSURANCE ADEQUATE FOR THE PURPOSES OF THIS PROJECT. PROOF OF THE SAME SHALL BE 77 GRADE FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. �LSIMPSON BS66 OST\ \\ ` ,\ \ \/� ° /\ \ 4. THE ENGINEER HAS NOT BIEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND 25 MORTIMER AVE, BABYLON, NY 11702 ANCI-OR ANCHOR SIMPSON CBS66 POST \ ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION CONFORMING WITH THESE PLANS, NOR THE _ Lu `� / ANCHOR ° / / \ RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, PH. (631) 495 8606 OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO a \�/ , \ \\ 1/4" WARRANTIES, NOR ANY MERCHANIBILITY OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED (4) #4 VERT. BARS ' , / to (4) #4 VERT. BARS ° �\ IN THE USE OF THESE PLANS. I 4 #3 TE ® 12" O.C. / a M / / �o �, 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT WHICH IS F N E by - / #3 TIE ® 12" O.C. / (4) 1/2 DIA. F1554 GR36 THREADED ROD, DRILLED & INDICATED ON THESE PLANS THE CONTRACTOR SHALL STOP ALL WORK AND O 1 NOTIFY THE ENGINEER � O,�`� CONCRETE FILLED ° EPDXIED W/ HILTI HIT HY 200, 6 EMBEDMENT. '� JOSEPH P, \� � IN WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE ,�Q' � ! � SONP TUBE CONCRETE FILLED " " 90 SONA-TUBE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY THEREFROM. � / a / / 7 x5'x3/8 A36 BASEPLATE W/ a s °. d o 0 4 5 8" DIA. BOLT HOLES ' EI',I �I L \ O O / 6. ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A MINIMUM COMPRESSIVE STRENGTH I �� ` OF 3,500 PSI @ 28 DAYS. (ACI 318 & 301). - ° EXIST. FDN. � �.,;� a 7. THIS DESIGN ASSUMES A MINIMUM SOIL BEARING CAPACITY OF TWO TONS PER SQUARE FOOT. �,'OA B.O. PIER. EL. -3_0" / ° a i; SOIL TESTING MAY BE PERFORMED AT AN ADDITIONAL COST PAID BY THE OWNER. . . OFESS�ON \ / � / - B.O. PIER. EL. -3'-0" \ \ 1 5 1' (BELOW GRADE) �. \ `\ j j ;, -� — — 8. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION MANUAL FOR (BELOW GRADE) BF-28 FOOTING BASE i/\ / ONE AND TWO FAMILY DWELLINGS, 1995 OR LATEST EDITION. ' � � � � \/ j� j , PIPE COLUMN 9. ALL DIMENSIONAL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR SELECT 2FOO TING DETAILK_3_"'� SONOTUBE FOOTING DETAILri"�.DASE PLATE DETAIL STRUCTURAL GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE USE AND AN E OF 1,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN UNAUTHORIZED ALTERATION OR S SCALE: NTS TABLES. ADDITION TO THIS DOCUMENT IS A-i S-i SCALE: NTS s-i SCALE: NTS VIOLATION OF SECTION 7209 10. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD JOIST HANGERS SUBDIVISION 2 ❑F THE NEW YORK STATE EDUCATION LAW WHEREVER JOISTS FRAME TO SIDE OF HEADER. 11. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN ACCORDANCE WITH AWPA p p =2= p p p p p p p ® STANDARDS. (� 14'-10" 12. ALL WOOD CONNECTIONS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE AND INSTALLED PER E c �JJ L� �/ THE MANUFACTURER'S SPECIFICATIONS. IUTAk 2 1 ZOZZ BUILDING DEPT. TOWN OF SOUL HULD 00 ® I I 0 PROJECT INFORMATION N ® I 2 W y s_1 AND DESIGN CRITERIA: PROJECT LOCATION: W TOWN OF SOUTHOLD - 130 MPH (VULT.) LEDGER ANCHOR AND BLOCKING FOR FUTURE S-2 1 I ( I 2020 RESID,_NTIAL BUILDING CODE OF NEW YORK STATE DECK TO BE INSTALLED DURING BASEMEN I I E4NEW 4X4 POST---\ WORK IN ORDER TO LIMIT INTERIOR DEMO 10 DURING DECK WORK. MINIMUM OF 4 TOTAL rN� ® �` I PROJECT EX?OSURE: pq W — LEDGER ANCHORS FOR THE DECK. ( I THE PROJECT SITE IS CLASSIFIED AS EXPOSURE CATEGORY "B" w _ / ^J L N (\`\\ N v N FOOTING, (4) #4 NEW 12-LLJV VERT.�BARS 28 C _ ___ _ �, M o i I WITH #3 STIRRUPS AT 12" O.C, SEISMIC DEIGN CATEGORY: w w A `" SIMPSON STRONG-TIE z BOTTOM OF FOOTING 3' BELOW ® THE PROJECT SITE IS CLASSIFIED AS SEISMIC DESIGN CATEGORY "B" A N DEMO EXISTING GRADE MIN. F�1 > MGU5.50-SDS HANGER _ z DECK POSTS I W f-+ CLIMATE ZONE: 4A U� NEW WALL FRAMING, SEE ARCH ;� _-=_17 C — — I ® I I ® WEATHERING: SEVERE w 14 PLANS FOR MORE INFO. I Z EXISTING (3) 2X8 BEAM EXISTING BEAM, TO REMAIN ® 0 TO BE REMOVED I C I FROST LINE DEPTH: 36" A tom' EXISTING (3) 2X8 BEAM, TO REMAINNEW FLUSH(3) 1.75"x7.25" 2.OE LVL, I EXISTING WINDOW/DOOR TO BE ( M I TERMITE: MODERATE TO HEAVY w U 1 I I TEMPORARILY SUPPORT EXISTINGREMOVED AND REINSTALLED, TYP. I I ICE SHIELD UNDERLAYMENT: REQUIRED W FRAMING AS NEEDED To ALLOW I MEAN ROOF HEIGHT: 12'-0" E-+ Z E-+ ------ I INSTALLATION OF NEW BEAM. I I NEW 4X4 POST N I PROPOSED DECK ABOVE. O ® GROUND SNOW LOAD: 20 PSF. a Q+ H EXISTING COL TO REMAIN I ® TOPOGRAPHIC EFFECTS: NO � C) E-4E-4 NEW 3" DIA. STD PIPE COL, oI I ^o SPECIAL WIND REGION: NO W P4 co EXIST 2X8 BEAM TO BEAR ® WIND BOURNE DEPRIS REGION: YES o I - I ON NEW COL, SEE 3/S-1 I PA ------- I FOR BASE PLATE INFO. 6I EXISTING ABADONED SANITARY AIR FREEZING IN 599 a EXISTING HEADER TO BE m z -I i MEAN ANNUAL TEMP: 51' REMOVED AND REPLACED SYSTEM, VERIFY LOCATION IN FlELD. i C3 I �I I� FOR FUTURE DECK, TYP. NOTIFY ENGINEER IF NEW FOOTINGS x DEMO EXISTING INFlLLED CONFUCT WITH EXISTING SANITARY. OPENING, EXISTING HEADER --1 ( / e LIVE LOADS: FRAMING TO REMAIN. EXTERIOR BALCONIES = 40 P.S.F. DRAWING REVISION S I NEW "WINDOW" OPENING, I N ® I ® DECKS = 40 P.S.F. I SEE ARCH PLANS FOR I PASSENGER VEHICLE GARAGES = 50 P.S.F. INFILL AS NEEDED AT REMOVED I MORE INFO. ® I i� I UNINHABITABLE ATTICS WITHOUT STORAGE = 10 P.S.F. NO. DATE DESCRIPTION WINDOW, SEE ARCH PLANS. ( I I I UNINHABITABLE ATTICS WITH LIMITED STORAGE = 20 P.S.F. Z HABITABLE ATTICS SERVED WITH FIXED STAIRS = 30 P.S.F. j I I SLEEPING ROOMS = 30 P.S.F. 10/22/21 INITIAL ISSUE, DECK ONLY ® I I I ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. ZL _ — — — — _ STAIRS == 40 P.S.F. 3,_8" -' GUARDRAILS AND HANDRAILS = 200 P.S.F. — — — � J / / 1 — DEAD LOADS_ 1Q 2/19/22 ISSUED FOR USE TYP. ASPHALT SHINGLE ROOF = 15 P.S.F. TYP. HARDWOOD FLOOR = 14 P.S.F. TYP. TILE FLOOR = 33 P.S.F. I TYP. CEILING/ATTIC = 12 P.S.F. M TYP. EXT. BALCONY = 17 P.S.F. Q2 3/11/22 ISSUED FOR USE ® TYP. INTERIOR WALL = 10 P.S.F. TYP. EXTERIOR WALL = 15 P.S.F. 4'-0" PROPOSED 6" THICK CONCRETE LANDING PAD WITH 6X6-W2.902.9, 2" ABOVE GRADE. 3 NEW 12" SONOTUBE, (4) #4 VERT. BARS S-1 WITH #3 STIRRUPS AT 12" O.C, BOTTOM OF FOOTING 3' BELOW GRADE MIN. TABLE R301.7 ® ® ® ® ® ® ® ® ALLOWABLE DEFLECTION OF DECK CONSTRUCTION IS ON HOLD AND WILL BE PERMITTED SEPARATELY. STRUCTURAL MEMBERS SHEET TITLE: KTFOUNDATIONZ ol BASEMENT PLAN STRUCTURAL MEMBER ALLOWABLE DEFLECTION SCALE: 1/4"=1'-0" RAFTER HAVING SLOPES GREATER THAN L/180 FOUNDATION PLAN 3/12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS INTERIOR WALLS AND PARTITIONS H/180 FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 DRAWN BY: V. PALADINO EXTERIOR WALLS WITH PLASTER OR H/360 CHECKED BY: - STUCCO FINISH EXTERIOR WALLS--WIND LOADS WITH L/240 JOB No.2020-110 BRITTLE FINISHES EXTERIOR WALLS--WIND LOADS WITH L/120 FLEXIBLE FINISHES L5 AW1 DWG. NO. DECK PLANKING, SEE CONT. FLASHING r ; ARCH PLANS. 1/2" DIA. GALV. THREADED ROD, MAY BE °' } T.O. DECK EL. (SEE PLAN) SLOPED UP TO 1 :12 AWAY FROM HOUSE _ "✓ ; ' ;° :x ::".;'`;°'-' ' — — — — SIMPSON DT52 ANCHOR, TYP 5/4" x6" (ACQ) AT EACH END OF LEDGER DECK PLANKING, TYP. PALCO ENGINEERING SIMPSON H2.5A HURRICANE TIE, FASTEN JOIST WITH (6) 8d NAILS AND FASTEN TO GIRDER WITH ,� ° ° ° ° 25 MORTIMER AVE, BABYLON, NY 11702 (4) 8d NAILS (ACQ) DECK JOISTS ° ° ° o -_- �� — D ° ° ° ° PH. (631) 495-8606 — ° ° ° ° SIMPSON PC62 POST CAP. (SEE PLAN) (NOTE FOR END POST USE EPC62 POST CAP) FASTEN WITH ° (ACQ) BEAM (SEE PLAN) (ACQ) DECK JOISTS LEGEND : �EW Yo 10-10d NAILS AT 1HE BEAM NEW 2X B 10OCKING (SEE PLAN) (� SEPH p q� (2) 5/8" DIA. A-307 GALV. BOLTS, NUTS SNELVIN_r1 EXISTING FIXTURE TO BE REMOVED h� �� 9ove ✓ AND 8-10d NAILS AT THE POST) � C — � � � \ \ I EXISTING WALL AND/OR EQUIPMENT TO BE REMOVED d z ,- w AND FLAT WASHERS STAGGERED @ 16 O.C. - - / w NOTE. �, �� SIDING TO BE REMOVED PFOR TO SIMPSON LUC26 JOIST HANGER WITH = EXISTING GLASS TO BE REMOVED S t c _. ._. 6"x6" (ACQ) WOOD POST INSTALLATION OF LEDGER. LEDGER SHALL BE 6-16d NAILS AT THE LEDGER AND EXISTING WALL TO REMAIN ' ,�� , ooc��. INSTALLED FLUSH TO EXISTING RIM JOIST. 4-10d x 1 1/2" NAILS AT THE JIOST (ACQ) LEDGER (SEE PLAN) ® PROPOSED WALL, SEE ARCH PLANS - PROPOSED WALL NEW SHEETROCK ONLY (EXIST FRAMING REMAINS) 2 TOP OF POST DETAIL 3 LED GER BOARD CONNECTION DETAIL EXISTING CONCRETE/OR FRAMED FOUNDATION WALL S-i S-i SCALE: NTS UNAUTHORIZED ALTERATION OR SCALE: NTS PROPOSED POURED CONCRETE FOUNDATION WALL ADDITION TO THIS DOCUMENT I S A VIOLATION OF SECTION 7209 EXISTING WINDOW SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW ® PROPOSED WINDOW V.I.F. VERIFY IN FIELD - SIZES AND LOCATION OF ALL OPENINGS. FIXTURES AND FURNISHINGS SHALL ® ® ff== ® ® ® ® ® ® ® ® ® 13 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 17'-10" O EGRESS WINDOW HD NEW HOLDOWN ANCHOR, SEE DETAILS ASSUME EXIST. FINISHED FIRST FLOOR EL. = 0'-0" I I--•� --I I II I I I I II ® I I I I I I 2"x4" (ACO) DIAGONAL BRACING, TYP. (6) GENERAL NOTES: I ® I PLACES. INSTALL 2'-0" OVER AND 2'-0" I DOWN FROM TOP CENTER OF POST. --- ® I FASTEN WITH (1) 5/8" GALV. BOLT, NUT, AND FLAT WASHER AT EACH CONNECTION. 1 IF THE CONTRACTOR DISCOVERS ANY UNFORESEEN FRAMING CONDITIONS THE ENGINEER MUST BE NOTIFIED IMMEDIATELY. W Z A .--� --NE—W 2X12 PRESSURE TREATED I V DECK JOIST AT 16" O.C. I ® r^ w Lj F+1 0 � w c5 cr I I a co 1 DEMOLITION NOTES: H N ty—W I N w n_ ® I W I vl ® 1 . ALL ITEMS TO BE DEMOLISHED SHALL BE Z 6X6 ACQ DECK DISPOSED OF BY THE CONTRACTOR BY MEANS OF v II a I Posy, TYP. AN APPROVED ENVIRONMENTAL MANNER. w II N 0 SEE ARCH. PLANS FOR DECKING INFORMATION I I 2. ALL ELECTRICAL DEMOLITION SHALL BE PERFORMED a a BY A LICENSED ELECTRICIAN. II I 3. ALL PLUMBING DEMOLITION SHALL BE PERFORMED BY A LICENSED PLUMBER. ----- - II ® I SFOR OUTLINE OF DECK, P E DRAWING REVISIONS -- II ARCHITECTURAL PLANS INFORMATION. 4. IT SHALL BE THE RESPONSIBILITY OF THE l CONTRACTOR TO REMOVE, RELOCATE AND/OR NO. DATE DESCRIPTION TEMPORARILY SUPPORT AS NECESSARY, ALL UTILITY SERVICES EFFECTED BY THIS SCOPE OF WORK. 10/22/21 INITIAL ISSUE, DECK ONLY ® 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ® MAINTAINING THE EXISTING STRUCTURE IN A ( ) 2 10 —IN ER WEATHER AND WATER TIGHT STATE THROUGHOUT K THE DURATION OF THE PROJECT. Ql 2/19/22 ISSUED FOR USE N 0 N O xw N U I N" 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING REQUIRED FOR DEMOLITION AND SEE ARCH PLANS FOR CONSTRUCTION OF THIS PROJECT. ANY DAMAGE / /22 ISSUED FOR USE ® ( ) 2 10 IN ER STAIR DETAILS AND 2 3 11 HANDRAIL INFORMATION. ® TO THE EXISTING STRUCTURE DUE TO THE ® 4._3" ® CONTRACTOR'S FAILURE TO PROPERLY SHORE ANY PORTION OF THE EXISTING OR NEW STRUCTURE \—NEW 2X12 PRESSURE TREATED SHALL BECOME THE RESPONSIBILITY OF THE DECK JOIST AT 16" D.C. CONTRACTOR AND SHALL BE REPAIRED AT NO COST TO THE OWNER. 1�T i FIRST FLOOR PLAN DECK CONSTRUCTION IS ON HOLD AND WILL BE PERMITTED SEPARATELY. SHEET TITLE: - SCALE: 1/4"=1'-0" FIRST FLOOR PLAN DRAWN BY: V. PALADINO CHECKED BY: — JOB No.2020-110 DWG. NO. GENERAL NOTES: FRAMING NOTES: bil M'(:.. , N❑TATI❑N1 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH A- NUMBER OF 10d NAILS @ EA, END OF STRAPPING THE LOCAL MUNICIPALITY AND THE BUILDING CODES OF NEW STRUCTURAL GRADE NO. 2 OR BETTER. S 1 ,. ; B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) NAILING SCHEDULE YORK STATE, 2020 RESIDENTIAL CODE OF NEW YORK STATE. C- NUMBER OF FULL HEIGHT KING STUDS @ EA, SIDE OF HEADER AS PER TABLE 3.1 OF THE AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS 2. ALL WALL SHEATHING TO BE APA RATED, EXPOSURE 1, D- NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT KING 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER 5/8" MIN. THICKNESS. ;r STUD T❑ END OF HEADER @ EA. SIDE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING TO OBTAIN ALL REQUIRED APPROVALS, INSPECTIONS, PERMITS AND .sh E- NUMBER OF JACK STUDS @ EA, END OF HEADER CERTIFICATE OF OCCUPANCY FROM ALL AGENCIES HAVING 3. ALL SUBFLOORING TO BE 3/4" ADVANTECH. ALL EDGES ROOF FRAMING F- NUMBER OF 16d NAILS, END-NAILED THROUGH ADJACENT JACK JURISDICTION, FOR ALL WORK PERFORMED. OF FLOORING TO BE SET ON SOLID BLOCKING. GLUE AND _D RAFTER TO TOP PLATE (TOE- NAILED) 4-8d PER RAFTER A STUD TO END OF SILL(S) @ EA. SIDE (DOES NOT APPLY TO CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-8d PER JOIST NAIL SUBFLOOR TO FLOOR JOISTS. DOORS) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3-16d EACH LAP 3. EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AND P1�LC0 ENGINEERING CEILING Jolsr LAPS OVER PARTITIONS (FACE-NAILED) 3-16d EACH LAP OBTAINING HIS OWN TRADE PERMITS. 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED WITH _C COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE WINDOW AND DOOR R❑UGH OPENING BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END DOUBLE JACK STUDS. ALL HEADERS SHALL BE A MINIMUM RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OF (2) 2"x8" UNLESS OTHERWISE NOTED ON THE DRAWINGS. B E FRAMING REQUIREMENTS WALL FRAMING COORDINATE AND SCHEDULE ALL TRADES. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND TOP PLATE TO TOP PLATE (FACE- NAILED) 2-16d' PER FOOT 5. THE CONTRACTOR SHALL EFFECT AND MAINTAIN LIABILITY AND FLOOR BEAMS AT 8'-0" O.C. OR AS PER THE WOOD FRAME NOTATION TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS - EACH SIDE A B C D E F HSTUD TO EADER TST D (FACDER -NAI ENAILED) 2 i6d 16" O.C. ALONG EDGES WORKMAN'S COMPENSATION INSURANCE ADEQUATE FOR THE CONSTRUCTION MANUAL, 1995 EDITION. 25 MORTIMER AVE, BABYLON, NY 11702 -F ROUGH PURPOSES OF THIS PROJECT. PROOF OF THE SAME SHALL BE PH. (631) 495-8606 OPNG. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD FURNISHED TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. 6. ALL FRAMING SHALL BE DOUBLED UP AROUND ALL OPENINGS 4-16d PER PER 2X8 STUD (SKYLIGHTS, STAIRS, ETC.) A 2'-0" 2 1 1 1 1 1 BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING (FACE-MAILED) 2-16d'� PER FOOT 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN JOIST TO SILL, , THE PREMISES IN A CLEAN MANOR. ALL TOOLS, MATERIALS, 7. ALL FRAMING SHALL BE DOUBLED UP UNDER ALL PARTITION FLOOR FRAMING RUBBISH, ETC. SHALL BE CLEANED UP AT DAYS END. WALLS. •�,Q 4'-0" 3 1 2 2 2 2 TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST (� IDq" n BRGING TO JOIST (TOE-NAILED) 2-8d EACH END 8. ALL FLUSH WOOD CONNECTIONS SHALL BE MANUFACTURED BY �'�f � ®�' F yYo,��°, BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END 7. EACH CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, SIMPSON STRONG TIE AND INSTALLED PER THE ' " BLOCKING TO SILL OR TOP PLATE (TOE-NAILED 3-16d EACH BLOCK p •1;'_ 6 -0 4 1 3 3 3 3 > TRANSPORTATION, SAFEGUARD, ETC REQUIRED FOR THE PROPER LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST MANUFACTURER'S SPECIFICATIONS. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST EXECUTION OF THEIR WORK. BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST co 8'-0" 6 2 3 4 4 4 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d' PER FOOT 8 9• ` " " ON THE JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY ALL CONNECTIONS SHALL BE MADE AS INDICATED IN THE �- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY NAILING SCHEDULE ALL NAILS SHALL BE GALVANIZED ALL su ROOF SHEATHING CONNECTORS SHALL BE APPROVED FOR USE WITH PRESSURE 10'-0" 7 4 4srRucruRAL PANELS ad s O.C. WITH THE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL TREATED WOOD. :�. >✓ , DIAGONAL BOARD SHEATHING SAFETY AND HEALTH ADMINISTRATION. THIS SHALL INCLUDE, BUT ISaq 1"X6" OR 1"X8" 2-8d PER SUPPORT NOT LIMITED T0: PROVIDING FOR ADEQUATE AND PROPER BRACING, 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE TOP PLATE AND " �'�' 09,3 1"X10" OR WIDER '3-8d PER SUPPORT'.,, �` 12'-0' 8 5 5 SAFETY RAILING AND SECURE FOOTING FOR ALL TEMPORARY STUD WITH GALVANIZED HURRICANE CONNECTORS AS INDICATED ON CEILING SHEATHING SCAFFOLDING, STAIRS, ETC., AS WELL AS PERMANENT CONSTRUCTION. THE DRAWINGS. _, ..f- 16'-0" 11 7 7 GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD .11WHEN PIPING OR DUCT WORK IS PLACED IN OR PARTLY IN AN 9. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, NECESSITATING WALL SHEATHING THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND CUTTING, DRILLING OR NOTCHING THE TOP PLATE BY MORE THAN STRUCTURAL PANELS Bd 6" O.C. ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE 50% OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN FIBER PANELS ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING NAILING/STRAPPING 7/16" sd 3" EDGE / 6" FIELD STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE TO INCH THICK ga.) AND 1 1/2" SIDE SHALL BE FASTENED zs/sz" Sol 3" EDGE / 6" FIELD EXISTING STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH GYPSUM WALLBOARD 5d coolers 7" EDGE / 10" FIELD NOT LESS THAN 8-16d NAILS AT EACH SIDE. UNAUTHORIZED ALTERATION OR HARDBOARD 8d 6" EDGE / 12" FIELD SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND ADDITION TO THIS DOCUMENT IS A PARTICLEBOARD BOARD sEA 8d ENGINEER OF RECORD, AT THE SOLE EXPENSE OF THE CONTRACTOR.AT WINDOW HEADER GOAL HING 12. ALL ENGINEERED LUMBER SHALL BE INSTALLED AS PER MFG. VIOLATION O F SECTION 7209 1"X6" OR 1"X8" 2-8d PER SUPPORT SPECIFICATIONS. ALL INFO SHALL BE PROVIDED FOR BUILDING SUBDIVISION 2 OF THE NEW YO R K SCALE: NTS 1"X10" OR WIDER 3-8d PER SUPPORT 10. EACH CONTRACTOR SHALL REMOVE ALL DEBRIS CREATED BY THIS INSPECTOR REVIEW. STATE EDUCATION LAW WORK FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A FLOOR SHEATHING WEEKLY BASIS OR SOONER IF CONDITIONS WARRANT. srRucrvRAL PANELS 13. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE OR MASONRY LESS 1" Sod 6" EDGE / 6" FIELD 11. UPON COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL SHALL BE PRESSURE TREATED (ACO) LUMBER. DIAGONAL BOARD SHEATHING DEBRIS, AND EXCESS MATERIALS. THE FACILITY IS To BE LEFT i"X6' OR 1"X8" 2-8d PER SUPPORT 1"x10" OR WIDER 3-8d PER SUPPORT BROOM CLEAN AND WORK IS TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C.. AT PANEL EDGE. IF WALL SHEATHING IS NAILED 3" O.C.. AT PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 12. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON THE PROJECT INFORMATION SUCH WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED DRAWINGS. CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE To 1-16d NAIL PER FOOT. OF AIR BETWEEN THE INSULATION AND THE ROOF DECK. AND DESIGN CRITERIA: N I, FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8 mm, 1 MILE PER HOUR = 1.609 km/h. o. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED TO SHANKS EXCEPT WHERE OTHERWISE STATED NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS 13. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING SHALL HAVE MINIMUM AVERAGE BENDING SHIELD STRENGTHS AS FOLLOWS 8D ksi (551 Mpa) FOR SHANK DIAMETER OF 0.192" (20d COMMON NAIL), 90 ksi (620 DOORS AND BATH TUB DOORS SHALL BE SO SIZED, CONSTRUCTED, PROJECT LOCATION: TWO ROWS 12" O.C. THREE ROWS 12" O.C. Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142 BUT NOT LARGER THAN 0.177, AND 100 ksi (689 Mpa) FOR SHANK DIAMETERS OR 0.142" OR LESS TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE TOWN OF SOUTHOLD - 130 MPH (VULT.) EFFECTIVELY THE POSSIBILITY OF INJURY TO PERSONS IN THE EVENT b. STAPLES ARE 16 GAUGE WIRE AND HAVE A MINIMUM OF 7/16 INCH ON DIAMETER CROWN WIDTH, THAT THE GLAZING IS CRACKED OR BROKEN. 2020 RESIDENTIAL BUILDING CODE OF NEW YORK STATE c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. 14. ELECTRICAL-ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TAOLE R602.30). THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC) AND PROJECT EXPOSURE_ TWO ROWS 24" O.C. STAGGEREC TWO ROWS 6" O.C. f. FOR REGIONS HAVING BASIC WIND SPEED OF 110 mph OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL THE RULES AND REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL THE PROJECT SITE IS CLASSIFIED AS EXPOSURE CATEGORY "B" ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48-INCH DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT 15 MORE THAN 25 FEET, UP TO 35 FEET ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED AND 0 0 0 0 0 0 0 0 0 0 MAXIMUM. INSPECTED. THE CONTRACTOR SHALL SUBMIT THE WRITTEN SEISMIC DESIGN CATEGORY: O O O O O O O O O g. FOR REGIONS HAVING BASIC WIND SPEED OF 100 mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING CERTIFICATE TO THE OWNER. THE PROJECT SITE IS CLASSIFIED AS SEISMIC DESIGN CATEGORY I! ! W C� SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 mph, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM, 48 INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. 15. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE W 10-4„ h. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFRONT TO ASTM C WITH ALL STATE AND LOCAL REGULATIONS. CLIMATE ZONE: 4A. 208. WEATHERING: SEVERE I. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. 16. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS FROST LINE DEPTH: 36" t SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE PERIMETERS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF TERMITE: MODERATE TO HEAVY W ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. ACCORDANCE WITH ALL STATE AND LOCAL CODES. CONNECTION PATTERN SCHEDULE ICE SHIELD UNDERLAYMENT: REQUIRED A FOR SI: 1 INCH = 25.4 mm 17. IT IS NOT THE INTENT OF THE DRAWINGS TO PROVIDE FOR THE MEAN ROOF HEIGHT: 12'-0" Za CONNECTION a. NAIL IS A GENERAL DESCRIPTION AND MAY BE T- HEAD, MODIFIED ROUND HEAD OR ROUND HEAD, SUBSTITUTION OF MATERIALS BY SPECIFIC BRAND, WHETHER EQUAL OR GROUND SNOW LOAD: 20 PSF.NOT. WHERE MATERIALS ARE NOT SPECIFIED, THE CONTRACTOR SHALL PATTERN DESCRIPTION b. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16- INCH ON DIAMETER EXCEPT AS NOTED. TOPOGRAPHIC EFFECTS: NO !� PROVIDE SAMPLES FOR APPROVAL. �. c. NAILS OR STAPLES SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CNETER AT ALL SUPPORTS WHERE SPANS ARE 48-INCHES OR GREATER. NAILS OR SPECIAL WIND REGION: NO A 2 ROWS 11)d NAILS @ 12" O.C. STAPLES SHALL BE SPACED AT NOT MORE THAN 12-INCHES ON CNETER AT INTERMEDIATE SUPPORTS FOR FLOORS. WIND BOURNE DEPRIS REGION: YES ( ) 18. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION � � H B 3 ROWS 1 )d NAILS @ 12" O.C. d. FASTENERS SHALL BE PLACED IN A GRID PATTERN THROUGHOUT THE BODY OF THE PNALE. SUPERVISION OF ANY KIND, AND ASSUMES NO RESPONSIBILITY FOR AIR FREEZING INDEX: 599 ( ) THE CONSTRUCTION CONFORMING WITH THESE PLANS, NOR THE MEAN ANNUAL TEMP_ 51' e. FOR 5-PLY PANELS, INTERMEDIATE NAILS SHALL BE SPACED NOT MORE THAN 12-INCHED ON CENTER EACH WAY. �j C 2 ROWS 1 /2" BOLTS @ 12" O.C. STAGGERED; DBL. @ ENDS RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, f. HARDWOOD UNDERLAYMENT SHALL CONFORM TO ANSI/AHA A135.4. 0 �� ( ) _ SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND w PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO LIVE LOADS: D (2) ROWS 1,/2" BOLTS @ 16" O.C. WARRANTIES, NOR ANY MERCHANIBILITY OF FITNESS FOR A SPECIFIC EXTERIOR BALCONIES = 40 P.S.F. 0 ��1 E (2) ROWS 1,/2" BOLTS @ 24" O.C. USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. DECKS = 40 P.S.F. a PASSENGER VEHICLE GARAGES = 50 P.S.F. F (2) ROWS 3-3/8" TRUSSLOCK SCREWS @ 12" O.C. SCREWED ON (1) SIDE OF MEMBER 19. THE ENGINEER SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, UNINHABITABLE ATTICS WITHOUT STORAGE = 10 P.S.F. PHYSICAL CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., UNINHABITABLE ATTICS WITH LIMITED STORAGE = 20 P.S.F. G (2) ROWS 3-3/8" TRUSSLOCK SCREWS @ 16" O.C. SCREWED ON (1) SIDE OF MEMBER NOT INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED HABITABLE ATTICS SERVED WITH FIXED STAIRS = 30 P.S.F. H (2) ROWS 3-3/8" TRUSSLOCK SCREWS @ 24" O.C. SCREWED ON (1) SIDE OF MEMBER UNTIL THE SAME IS ADDRESSED AND RESOLVED. SLEEPING ROOMS = 30 P.S.F. DRAWING REVISIONS ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. STAIRS = 40 P.S.F. 20. IF IN THE COURSE OF CONSTRUCTIONA CONDITION EXISTS WHICH GUARDRAILS AND HANDRAILS = 200 P.S.F. N❑• DATE DESCRIPTION J (2) ROWS 5'" TRUSSLOCK SCREWS @ 12" O.C. SCREWED ON BOTH SIDE OF MEMBER DISAGREES WITH THAT WHICH IS INDICATED, ON THESE PLANS, THE CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ENGINEER IN K (2) ROWS 5" TRUSSLOCK SCREWS @ 16" O.C. SCREWED ON BOTH SIDE OF MEMBER WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND DEAD LOADS: L (2) ROWS 5" TRUSSLOCK SCREWS @ 24" O.C. SCREWED ON BOTH SIDE OF MEMBER DRAWING SYMBOL LEGEND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY TYP. ASPHALT SHINGLE ROOF = 15 P.S.F. 2/18/21 ISSUED FOR PERMIT AND LIABILITY THEREFROM. TYP. HARDWOOD FLOOR = 14 P.S.F. TYP. TILE FLOOR = 33 P.S.F. SECTION NUMBER WALL TYPE DOOR TYPE MARK TYP. CEILING 21. ANY DEVIATIONS FROM THE ENGINEERS DRAWINGS MUST BE SUBMITTED /ATTIC = 12 P.S.F. DESIGNATION (SEE (SEE DOOR SCHEDULE) TO THE ENGINEER IN WRITING FOR APPROVAL. TYP. EXT. BALCONY 17 P.S.F. NOTE: WALL LEGEND) o WINDOW TYPE MARK TYP. INTERIOR WALL = 10 P.S.F. 1Q 3/11/22 ISSUED FOR USE �- SEE WINDOW SCHEDULE 1. BEAMS & HEADERS NOT NOTED WITH CONNECTION PATTERN ON PLAN ( ) TYP. EXTERIOR WALL = 15 P.S.F. A-x 22. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SHALL USE CONNECTION PATTERN 'A' WHEN 8" OR SMALLER & SCALED DIMENSIONS. CONNECTION PATTERN 'B' WHEN 10" OR LARGER 1 A 101 DRAWING NUMBER ON 12 WHICH SECTION IS SHOWN 23. FIRE PLACE HEARTH EXTENSION DIMENSIONS: UP TO 6 SQUARE FEET 2. WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER - OFFSET WALL TYPE MARK DOOR TYPE MARK SECTION MARK WINDOW TYPE MARK OPENING HEARTH EXTENSION SHALL EXTEND AT LEAST 16" IN FRONT FASTENERS 1/2" FROM ONE SIDE TO THE OTHER AND AT LEAST 8" BEYOND EACH SIDE OF OPENING, OVER 6 SQUARE DETAIL NUMBER ELEVATION NUMBER FEET HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT AND 3. BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD 1 AT LEAST 12" ON EACH SIDE. TABLE R301.7 BE LOCATED 2" FROM THE TOP AND BOTTOM OF THE MEMBER. EVERY 1 A-s21 2 LINTEL TYPE MARK ELEC. JUNCTION Box BOLT MUST EXTEND THROUGH THE FULL THICKNESS OF THE MEMBER. I A-636 SEE FRAMING PLANS 24. DUCT AND PLENUM INSULATION: ALL SUPPLY AND RETURN-AIR DUCTS ALLOWABLE DEFLECTION OF USE WASHERS UNDER HEAD AND NUT. _ J AND PLENUMS INSTALLED AS PART OF AN HVAC AIR DISTRIBUTION STRUCTURAL MEMBERS DRAWING NUMBER ON ELEC. OUTLET SYSTEM SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH DRAWING NUMBER ON L1 M1601.4.6. WHICH DETAIL IS SHOWN WHICH ELEVATION IS SHOWN ELEC. SWITCHSTRUCTURAL MEMBER ALLOWABLE DETAIL MARK INTERIOR ELEVATION MARK LINTEL TYPE MARK 25. CLOTHES DRYERS: EXHAUST DUCTS SHALL BE CONSTRUCTED OF DEFLECTION rF REAM FASTENING MINIMUM .016" THICK RIGID METAL AND SHALL BE 4" NOMINAL IN SHEET TITLE: DIAMETER. MAXIMUM LENGTH SHALL NOT EXCEED 35' FROM THE RAFTER HAVING SLOPES GREATER THAN L/180 SCALE: NTS CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE 3/12 WITH NO FINISHED CEILING OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH ATTACHED TO RAFTERS OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH SECTIONS AND TABLE G2439.7.4.1. INTERIOR WALLS AND PARTITIONS H/180 DETAILS FLOORS AND PLASTERED CEILINGS L/360 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS WITH PLASTER OR H/360 STUCCO FINISH DRAWN BY: V. PALADINO EXTERIOR WALLS--WIND LOADS WITH L/240 BRITTLE FINISHES CHECKED BY: - EXTERIOR WALLS--WIND LOADS WITH L/120 JOB N❑.2020-110 FLEXIBLE FINISHES Mill DWG. NO.