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HomeMy WebLinkAbout48293-Z 'o ea Town� Town of Southold 5/12/2023 yam' P.O.Box 1179 o • ^? 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44093 Date: 5/12/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 10185 Oregon Rd.,Cutchogue SCTM#: 473889 Sec/Block/Lot: 83.-2-19.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2022 pursuant to which Building Permit No. 48293 dated 9/14/2022 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: additions and alterations, including garage conversion to living space,to existing single-family dwelling as applied for. The certificate is issued to Carita,Robert&Sharon of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48923 5/1/2023 PLUMBERS CERTIFICATION DATED 3/25/2023 rPeAtRo Mayon 0 Orggriature z :. TOWN OF SOUTHOLD "ysufF�t�� BUILDING DEPARTMENT y. z TOWN CLERK'S OFFICE "A • SOUTHOLD, NY mol� raft 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#: 48293 Date: 9/14/2022 Permission is hereby granted to: Carita, Robert 10185 Oregon Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 10185 Oregon Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 83.-2-19.1 Pursuant to application dated 6/21/2022 and approved by the Building Inspector. To expire on 3/15/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $380.00 CO-ADDITION TO DWELLING $50.00 Total: $430.00 i Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.deviini�-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Carita Address: 10185 Oregon Rd city,Cutchogue st: NY zip: 11935 Building Permit* 48293 Section: 83 Block: 2 Lot: 19.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Sabat Electric License No: 4204ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation X 2nd Floor Hot Tub Addition X Surrey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 Smoke Detectors 1 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 42 Circuit/ 37 Used Notes: Garage Converted to Living Space Inspector Signature: - Date: May 1, 2023 S.Devlin-Cert Electrical Compliance Form °F so&ry� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 UNTr, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Q 3 2-5—2012- Building Permit No. Ylq2-/3 Owner: l t-ij M (Please print) Plumber:E �t: nD _ a lease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this GCS day of YU 20a,� PATRICIA A A. WA_Sf-9 Notary Public, State of Nw`&k, No. OIWA5069067 Qtr 'r f :S7 Ci f¢-'!! C0LTr111 Z__ Notary Public, County pFSOUlyo6 Ll v29 /d • � Off` OVA /d. * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PA rRE C/O [ ] RENTAL <3*'REMARKS: ^�o,/v 'M O DATE tj 7:-r INSPECTOR OF SOplholo �/(► # * TOWN OF SOUTHOLD BUILDING DEPT. `y'room, 631-765-1802 INSPECT ON [x OUNDATION 1ST [ OUGH 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: )z V64 DATE INSPECTOR �aoFsa�,y° TOWN OF SOUTHOLD BUILDINGJDEPT. 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: - cLIV/4A a &A 411 rarAm �� DATE INSPECTOR OFSO(/lyo� - --- f TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] OULATIOWCAULKING [ ] 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 INSPECTOR AM P Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build March 22nd, 2023 Town Of Southold P.0 Box 1179 Southold NY 11957 R E: 10185 Oregon Road Mattituck NY 11952 To whom it may concern, Based on my inspection at the above address the insulation and fire sealing was completed per architectural plans and NYS Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP ikv—f)A c4 VhW� ,t1 v < -a CP ., 0. Page 1 of 1 S1 07 1 � xr�IP to MW U%oFsn pl IN4c1) :/d uJ`- �:�} I t TO whi SOU�co FIELD INSPECTION REPORT I DATE COMMS S i FOUNDATION(1ST) -4 ------------------------------------- FOUNDATION (2ND) z I 2 2 � vn w� Go c n y ROUGH FRAMING& v` PLUMBING l INSULATION PER N.Y. STATE ENERGY CODE f owm y FINAL 17 ADDITIONAL COMMENTS b- a co 430.co rec, - I 15 —. 1� ) D� S °� (o Yui /� b�'• �P M'( m a v Ali x x 0 b y �ops'uFstK44% TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179, Southold,NY 11971-0959 oy • a� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov , 1` Date Received APPLICATION FOR BUILDING PERMIT ' For Office Use Only PERMIT N0. `/ Building Inspector: 4 ,/ °7l� JUN 2 9n Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT: applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date:06/21/22 OWNER(S)OF PROPERTY: Name:Sharon Carita SCTM#1000-83-2-19.1 Project Address:10185 Oregon Road Cutchogue Phone#:631-833-7601 Email:caritashar aol.com __._.n.__.___...._-----___._.._----.--____. ___._.._�.,_._..I.__..-----.__ @_______.---__.__— Mailing Address:10185 Oregon Road Cutchogue CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address: 10200 Main Rd Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:10200 Main Road Unit 3A Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: DOther $ Will the lot be re-graded? ❑Yes ii No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property: I e�Qm�� P�sdel Intended use of property:�n 'Y,.�"SCJY Zone or use district in which premises is situated: Are there any covenants pnd restrictions with respect to this property? El Yes 5A 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 230.45,of the New York State Penal.Law.. Application Submitte p e):R UC 1� SaT04 L19Authorized Agent Owner Signature of Applican Date: STATE OF NEW YORK) SS: COUNTY OF WAC"(u In being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the WA� (Contracta,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. Sworn before me this day of 200�� Notary Public Oflowsld _ Notary Public,State of New York PROPERTY OWNER AUTHORIZATIOW s i*; No.01ON2W392 Qualified in Suffolk County (Where the applicant is not the owner) ""�•,,N ;;oP41 ;,•�' EXPM I, ��1Ctr-or� C�rl. TLt residing at J()( 9 ,5 one_96n I"CU, �j�.�.4-ChQ (�(Q NN.,I I V.7. 110:5 -5 do hereby authorize AMP ARCHITECTUREto apply on my behalf to the Town of Southold Building Department for approval as described herein. a Owner's Signature Date s horm 6,g n4g Print Owner's Name 2 `4S�ffp��.4O BUILDING DEPARTMENT-Electrical Inspector �4 TOWN OF SOUTHOLD ��, (GI� IIWI tTe_ Annex-54375 Main Road - PO Box 1179 caSouthold, New York 11971-0959 ne (631) 765-1802- FAX (631) 765=9502 duiLujevL-,reaer;rr(a-southoldtownny.gov—seand(a)_southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z Company Name: S q -I- Electrician's Name: License No.: A CQ-2 oy Elec. email: Sdaav+61"(C 6v►rn l eowl, Elec. Phone No: 3 , 59 S<❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ,, Cvtrt` o� Address: I p k g dO- Cross Street: rz go f- lao e -. Phone No.: I iio 1 Bldg.Permit M email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):,. �1e-&�v, e +D t-JeU SO, Square Footage: Circle All That Apply: Is job ready for inspection?: EYES❑NO Rough In Final Do you need a Temp Certificate?: FI YES r-�NO Issued On Temp Information' (All information required) Service Size❑1 Ph F]3 Ph Size: A #Meters Old Meter# E]New Service Fire ReconneetE]Flood ReconnectElService ReconnectOUnderground QOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 1 �� BUILDING DEPARTMENT-Electrical Inspector I t TOWN OF SOUTHOLD * 0T Annex-54375 Main Road - PO Box 1179 o ' Southold, New York 11971-0959 ne (631) 765-1802 - FAX (631) 765-9502 OUpIy�p oi,4uryrQ rrO-SOLitholdtownny.aov- seand(a- Dsoutholdtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: Z Company Name: a -f- C Electrician's Name: License No.: CLI-2OHElec. email: Elec. Phone No: 3 - '-)-74- 54��❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: CA-CI, 6� Address: p t oO- Cross Street: f- L4,t ,e-- Phone No.: Leo Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . Square Footage: Circle All That Apply: Is job ready for inspection?: 0--y- ES NO BRRough In Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# E]New ServiceE]Fire ReeonnectOFlood ReconnectOService Reconnect ElUndergroundQOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? n Y MN Additional Information: PAYMENT DUE WITH APPLICATION I PERMIT Address: �Cf� Switches I 1 01 . Outlets GFI's Surface Sconces t HH's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes I DW Mini Carbon I Micro Generator Combo Cooktop Transfer Hood Service Amps Have Used Special: Comments E • a� :s f SITE PLAN HATCH KEY: { PROPOSED BUILDING ADDITION Q N4q°44'40"E f O ` ® PROPOSED ACCESSORY STRUCTURE W 151.14' i Ld - - - - - -- - - - - - - ® PROPOSED 2ND STORY I Q n I Z) L00 0) c� " O %` ! o � z fi. r KE)OO" : N >, 6 1 . O p � c0 - `J (5-001 .00 PROJECT LOCATION &SCOPE Lo �• Lo SITE PLAN & ZONING DATA N p GENERAL NOTES ENERGY TABLE STRUCTURAL DESIGN CHARTS a� Cc-005.00 HOEDOWN, ANCHOR BOLT, 60' REAR SETBACK r > STRAPPING, & NAILING DETAILS FASTENING S nn ll > i CHEDULE W I tt FRAMING GRAPHICS . 1� BEAM CONNECTION PATTERNS I4 FIREBLOCKING DETAILS At 101 .00 PROPOSED DEMOLITION PLAN (/yam k C1i2u°mmarw..r' I LOGIT I ON M�� - 1O 2 ,00 SCALE: NTS PROPOSED FOUNDATION PLAN L__L. Q� I I I ECIST. 0,_1E C,,0FE ` - I0J.00 PROPOSED FIRST FLOOR PLAN kELL I I GONV ERS I ON OF EXIST. OARAOE TO LIVING SPAGE. ADDITION WITH HE CREATION OF NEW 5ATHROOK DEN LAUNDRY ROOM �® IO�`.00 PROPOSED ROOF PLAN AND 5EPROOM. y I PL MB R C RTI=7C Tl a I m LADCO TETBFOF U I I A-201 .00 PROPOSED EXTERIOR ELEVATIONS ClRTl KATE FOC A Y I �� o �� �� � SO DE US DI WA TEA UP L y YS EM CA 1 U I �° � XC ED 10 OF --r- I / LEAD PROJECT / ZONINC DATA -j01 .00 BUILDING SECTIONS 0 - ---- - - - --- DETAILS I 3 TAX MAP # 1000-83-2-Iq.l P p) i ':CJI I N!i. 1 -- z�L p UMB NG U AS7 ZONING DISTRICT AG (EXISTING N/G) EXIST. Lor AREA O.q ACRES DWV WATER SUPPLY RISER c ---- VERNG,. . STAIRS PROP. I GofO - RE5IDENGE Z-24767; 12/02/Iggb All] exterior lighting /DDITION� _ _-- - �nsta�led replaced or FEMA FLOOD ZONE X rep-aired hall LE .TRS CAL llJm I SUFFOLK COUNTY HD APPROVAL PERMIT # # of BED to Chapter 172 W Is SPE TI 3!I EC 71RED 47.4' PROP. _ _ -rBD of the Town Code STEPS d O dl EXIST. I STORY HABITABLE SPACE EXISTING PROPOSED w � WD. FR. RESIDENCE I I p f � �S � � FIRST FLOOR AREA 77T, =r- - 1 LI 1,512 S.F. P�®T�® j� } OVl a1S 46.0' III DATE: g I TOTAL BEDROOM COUNT 3 4 P. T nd S 8 per EXIST. COV. 1 - - `IFy ey: o N �S ,ne gy o e � PORCH BUILC:, G C F'.gRT&4ENT AT 27.0 X02 8 AM TO ' P�4 FOR THE PROJECT: I I �t�JING IF;avc.-_Y , r 'QUIRED ITC- CARITA 50' FRONT SETBAGK LOT GOVERACE ATADN r�UM,22.ING ADDITION - -- - - - LOT - C0NSTf'!'_-!�N MUST COVERAGE ''MPi ET rC:. - , EXIST. DESCRIPTION (FOOTPRINT) AREA J SEPTIC w S T RUCT� ;n :,H;LL MEET THE 40,000.0 TOTAL LOT AREA YC _r '`'=f✓+ENTS OFTIiECODEsOFN"EW 10185 OREGON RD. 1 S.F. a h; STATE. NO; RESPO�,�S;gLE FOR EXISTING RESIDENCE 1,548.0 S.F. 3,g90 OESiGN OR CO,��STRj�CT1OaN ERRORS 0 4) 1 CUTCHOGUE, N.Y. 11935 -1 - Q EXISTING COVERED PORCH 162.0 S.F. 0.4% O PROPOSED ADDITION 151.0 S.F. 0.430 COMPLY WITH ALL DRAWING TITLE: � 1 i COD NEW YORK STATE & TOWN S OF PROJECT LOCATION &SCOPE m I X TOTAL AREA OF ALL STRUCTURES 1861.0 S.F. 4."190 w AS REQUIRED AND CONDIT CODES w I N "MAXIMUM LOT COVERAGE ALLOWED - 2090 IONS OF SITE PLAN & ZONING DATA Z O - - - - - - - - - - - - - - - - - - _ _ _ _ _ � "`� � RUSTEES PAGE: 54q044'40"W OCCUPAG-001m00 154.47' REQUIRED 5ETBAGK5 - MAIN BUILDING AICY OR REQUIRED EXIST. PROP05ED IV fl COMPLIES USE IS UNLAWFUL f YES 2. FRONT YARD WITHOUT CERTIFICATE DATE: 0YARD 50.0' 62.6' 66' /27/22 1 OF 11 l SIDE YARD N 20.0' 46.0' 46.0' YES OF OCCUPANCY O O N ROAD SITE LAYOUT NOTES: BOTH 51PE YARD5 40.0' q3.4' q3.4' YES -- - -, (NORTH ROAD) 1. THIS IS AN ARCHITECT'S 51TE PLAN 8 IS RE °;'?l' >TORM WATER RUNOFF SUBJECT TO VERIFICATION BY A LICENSED REAR YARD 60.0 -172.7 160.7 YES SURVEYOR. THE INFORMATION �?;I P l,'I) ( REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. a:: TOWN CODE.rER 23S y r F 2.SURVEY INFORMATION WAS OBTAINEDFROM A SURVEY kI AND PREPARED BY:TED JUNE 7, Igg6 nil A 'r door � � � 03 BARYLSKI LAND SURVEYING 2� j 4 OF7N40C2320 MAIN ST. P.O. BOX 1302 - , c Work NEWMAN VILLAGE CONDO. %%'LD`�rSEPT SITFPLAN BRIDGEHAMPTON, NY .::bLi�g required. %Ywor auroti© 5S U� 50ALE: 1" = 15'-0" NOTES 4 SPEC I F I GST I ONS CARPENTRY # - WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MA5014RY r 1" 55RE Y I A I I O I`t5 a- IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH 2 BETTER(Flo - 8 i5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT _ Q TOGETHER AC ALL TIME5. IT 15 AL50 THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHER:WI5E NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING FERFORMED AND SHALL COORDINATE THE I E_, BOARD INSUL. 1 INSULATION sPEGIFICArIONs,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRE5GRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANN=R TO A55URE THAT THE CONDITIONS OF __ 0 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR Lw 8" MIN. FOUNDATION EXPOSURE. A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ___- GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINC75 TO BEAR ON FIRM,VIRGIN, UNDISTURBED 501L BLDG.�15UILDING [K KIPS (1000 LBS) -J r0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIR:EMENT5 OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6",UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING GAP OITY OF (1) TON/50. FT.,U.O.N. BM BEAM MANU. SPE .'s MANUFACTURER'S SPECIFICATIONS � ° APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS __ _ 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. „ APPLICABLE AS A DERIVED WORK). 4. FOOTIN&5 TO REST A MIN. OF 4'-0" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. II MAXIMUM °C N 4. AT FLUSH FR:AMIN6 USE I6 GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED __ ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, � In 0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM I MECH. MECHANICAL O 0) (D PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. ft_ _ 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND R ORA URAL B.O.W. BOTTOM OF WALL I MIN. [MINIMUM I = -0 r- Q FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ L�= �I AND AUTHORITIES HAVING JURISDIGTION. RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I�TIER OF FRAMING IS IN PLACE. [G.J. CEILING JOIST NAVD88 ] NORTH AMERICAN VERTICAL DATUM OF Ia88 O Z d' 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, OF THE OWNER/BUILDER U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '7. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE 0- INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED __ _ N 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 1• ALL BEAMS,GIR:DER5,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6R:ADEMARK OF A LUMBER 6R:ADIN6 OR INSPECTION AOENGY 8. ALL OPENIN65 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED CONT. f CONTINUOUS O.G. ON CENTER U SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGR,4M,SUCH AS THE SOLID WITH CONCRETE. i 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE ,DBL. �''I DOUBLE �OGG. OCCUPANCY 0 O 4- � WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. Cl. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE &R:ADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION J` O 4 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE pT R:EQUIR:EMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TRENOTH AT 28 ___ _ N UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. Q O 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FA5TENINO SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. _1 POURED CONCRETE _l B CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I qO.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND IS OF GDX 6RADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARR9ER UNDER D.J. DECK JOISTS PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. [EACH I PLYWD. _[PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FR AMINE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE „ ELEV. ELEVATION P.T. PRESSURE TREATED 11 D II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILIN6 AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOI5T5, THI5 (1) WALL TIE PER (3) 50. FT. - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED --f-J _ CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR R.EQUIR:EMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, ° APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri � RISER r 1 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO,RA __ \./ AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMP051TE LUMBER- 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED NATERPRAOFIN& TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM M PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51NO 5TRU07URAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FIN15H GRADE. (a) W A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF (F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BR:AGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOOUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES - - r RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". 60VERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 A5 OF 40"F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO FAR FLOOR AREA RATIO STL. STEEL 1 T 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. _ FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003. 15. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 1-1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - - TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL HOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ENGINEER. [FF FINISHED FLOOR TBD TO BE DETERMINED I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEMLE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 �� RUBBISH,WASTE MATERIALS,TOOLS,ETC., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETNEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. I TEMPERED GLASS U BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. -- ( - 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I"1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. II FLOOR JOISTS TRK. 11 THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODEST.O.W M. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION . TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNF-55 OF WALL ABOVE. SUB MEET THE PROV15IONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS :.ONTIN0005 IN THE FOOTING. ALL 4" THICK -- - Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM c7q CONCRETE SLABS TO HAVE 6xb 10/10 WELDED WIRE REINFORGIN6. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD \ �r1 THE SUB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. lJ J COMPLETION R PROJECT. Iq. AT ROUGH OPE`.NIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL (� AS PER PAGE 5-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" -- V) I1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER MEET THE PROVISIONS OF ANSI/AHA A135.4 BA510 HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITEOVENGINEER, AND THEIR ACENT5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRE55URE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL 55.6 HARDBOARD SIDING. -_ . ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INCLUDING GLASS WINDOWS AND DOORS ATTORNEYS FEES AR151N6 OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. - :�E THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING, OR 5OAKIN6 UNTIL THE WOOD GYP. BD. GYPSUM BOARD Y.I.F. 1�RIFY IN FIELD l I5 ATTRIBUTABLE TO BODILY INJURY,51GKNE55, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. HOLD DOWN -1 W/ WITH ITSELF INGLUDIN6 THE LO55 OR USE RESULTING THEREFROM). (B) IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FLA5HINO, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND - < WHOLE OR IN PART BY ANY NEGLIGENT ULT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.5. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS,5KYLI6HT5, AND ANY 6LA55 UNIT INSTALLED HDR HEADER WD. WOOD \` CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LA55, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLE55 OTHERWISE NOTED. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGAR:DLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - _ A. TRUSS JOIST McMILLIAN LOIE MIGROLAM 4. ALL &L.AS5 UNITS SHALL BE INSTALLED IN STRICT A000RDANCE WITH HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND MANUFACTURER'S SPECIFICATIONS. f- - 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIM;TED TO FORM-WORK, BLOCK-WORK,FRAMING,NAILING,PLACING A. TRU55 JOI5T McMILLIAN 2.OE PAR:ALL_AM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE , ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. - - A LI SURE THEY S IN OOOD PRACTICE. WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR INSULATION N S U L A T I O N $ FENESTRATION RE G U I R E M E N TS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GORE EVALUATION REPORTS. b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNING BUILDING CODE, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.85. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6L.A55 COMPONENT COMPLIES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED INSTRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. VALUE G I TATI ON (PER 2020 NYSEGGG) 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTIN6 WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.l CELLUL0510 -FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR q, ALL WINDOWS TO BE AEN.IF CONTRACTOR IS TO SUBSTITUTE WITH WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH - - -_-- IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER,IT IS THE RESPONSIBILITY OF THE MAX. U-VALUE = 0.32 HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM ED&E5. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 1.8.5. STRUCTURAL PANEL 5101NO STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE FENESTRATION U-VALUE AIR LEAKAGE = 0.30 CFM/SF MAX. AIR LEAKAGE = 0.30 - YES SPECIFICATIONS,UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, PER R402.4.3 d TABLE R4022.1.4.1.4 - CLIMATE ZONE 4 22. PROVIDE FIREBLOCKIN& 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 I ROUGH OPENING,U-FACTOR,LIGHT AREA, VENT AREA,AND EGRESS -- __- _ - - - _ -- 1:THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. MIN. R-VALUE = 49 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION CEILING R-VALUE R-4g BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES N PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANYAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIR:WAY5 SHALL BE UNAUTHORIZED COPYRIGHT PROTECTION ACT OF IggNOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. O (AWCPA), WHICH HAS SEVERE PENALTIES. TEMPERED &LASS. - 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS,A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. 11. EXTERIOR GLAZING SHALL BE PRCTEGTED FROM WINDBORNE DEBRIS. R-21 BATT INSULATION YES GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 8 6-004. THE FASTENING SCHEDULE 2,2.1• BOLTS: BOLTS SHALL COMPLY WITH AN5I/A5ME B 15.2.1 SQUARE AND MISSILE TEST OF A5TM Elggb AND A5TM E1886 AS MODIFIED BY 2020 NY5 BC - - N STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND 50REW5 (INCH SERIES). SECTION 301.2.1.2.1. 6AR:AGE DOOR GLAZED OPENING PROTECTION SHALL MEET NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = 30 YE5 w STATE ENERGY CONSERVATION CONSTRUCTION CODE. 50HEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 50REWS: LAO SCREWS OR LAC BOLTS SHALL COMPLY WITH ANSI/ ANSI/DASMA 115. PER TABLE R402.1.2 - CLIMATE ZONE 4 SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 2 2. REFERENCE STANDARD USED FOR ALL WOOD FR:AMIN6, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH COMPLIANCE STATEMENT: v WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 2.2.3. TRUSS METAL CONNECTOR PLATE5: TRU55 METAL CONNECTOR PLATES A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THE5E PLANS AND 51-->ECIFIGATION5 ARE IN CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. (AF#PA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING 5URROUNDIN6 THE OPENING. PANELS SHALL BE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE &OVERNIN& BUIL.DIN6 CODE,AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANGHORA&E METHOD SELECTED IN AGCORDANGE WITH TABLE PLUMBING CODE. SECURE w/(2) 1/2" O ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 83012.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT w EXIST. WALLS k 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TR:APPIN6 51ZE AND GORRO51ON-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED F•" 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" &AGE ARE SPECIFIED, MINIMUM ASTM A653,STRUCTURAL QUALITY, ON THE BUILDING. - MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE 8501.7 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE R:EQUIR:EMENT5 OF THE 60VERNIN6 BUILDING CODE AND ANY CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA, 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ PROJECT: CODE,NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHE:ARWALL HARDWARE (w/NOTED VALUES) # ANCHOR BOLTS, CODE EVALUATION REPORTS. 1 I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE,AND VENT (DW) CONSTRUCTION GORE. U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 8 LONG 5Y5TEM5 TO NYS PLUMBING CODE AND NYS DEC RECULATION5. GROUND SNOW LOAD 25 L55 W 6" RI5E d w/(2) 5/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.25. NAILS: NAILS SHALL COMPLY WITH A5TM F I66-f STANDARD i ALLOWABLE CAR ITA SET b" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER GENERAL WIND PROTECTION CONNECTION NOTES: DEFLECTION SASIG WIND SPEED 130 MPH ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND 5TAPLE5: PNEUMATIC NAILS AND STAPLES 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION ADDITION CONSTRUCTION;SSTD 10-gg AND 2018 5BG HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUILDING CODE AND AT BASE OF VERTICAL WASTE PIPES. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 MANUFACTURER'S CODE EVALUATION REPORTS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER i^i/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, FOOT. SEISMIC DESIGN CATEGORY $ __ FLOORS,5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING 5HIN&LE5 2.2.?. SCREWS: 5CR:EW5 SHALL COMPLY WITH ANSI/A5ME B 18.6.1 INTERIOR WALLS E PARTITIONS WOO I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-CLA55-A ASPHALT ROOFING WOODSCREW5 (INCH SERIES). 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: WEATHERING SEVERE 10185 OREGON RD. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. - P15H WASHER.........................................2„ INCLUDED IN THE STANDARD BUILDING GODS,SECTION MME50b OF IBC SHALL _ KITCHEN SINK........................................2" FLOORS # PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" CUTCHOGUE N.Y. 11935 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWI5E LAVATORY................................................2 NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE - SHOWER/TUB...........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, 5GR:EWS, BOLTS AND NAILS EXPOSED AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL MECHANICAL CONNECTIONS: - TOILET.........................................................3" TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLA5HIN& CONDITIONS. - LAUNDRY .................................................2" DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 - - --- - I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE - FLOOR DRAIN..........................................51, ICE BARRIER REQUIRED YES GENERAL NOTES 3. PROVIDE FLA5HING NECE55ARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. 6. ALL SYSTEMS TO HAVE ONE 3" MAUN VENT STACK AND INCREASED TO 4" EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 SHEATHING AND SIDING,FR:AMIN6 ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED THROU&H ROOF. ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "5IMP50N" MANUFACTURER. AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. '1. PROVIDE FROST-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES DRAIN COCKS AS RFG'D. HOSE 15155SHALL BE PROVIDED WITH BACKFLOW - 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN 1151MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL PROTECTION. RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I& 6AOE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU135 ARE TO BE PROVIDED RAFTERS. PERMITTED WITH SACK FLOW PROTECTION. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED STRUCTURAL DES I C N LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ?. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL '!. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 2'12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ®® ■ MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. FUSE LIVE LOAD LDEADLOADI6" WITHIN 4' OF EXTERIOR CORNERS. &. ASPHALT SHINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR __ - THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO CONGEALMENT OF PLUMBING. R: 8. SILL PLATE TO FOUNDATION ANCHOACE;SILL PLATE SHALL BE ANCHORED SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 11. NOTCHING AND BORING OF STUD5,JOISTS, RAFTERS AS PER BUILDING CODE. OF j" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE '7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DECKS 40 psf 15 psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT NOR ANY POTENTIAL DAMAGE THEREOF. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '7" IN CONGRETE/MA50NRY DATE: 05/27/22 2 OF 11 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PA55ANOER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT STOR:A&E (MAX CLEAR HOT < 42") 10sf IS psf 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM p 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLE55 TO 2011 NATIONAL ELECTRIC, CODE, NFPA 70 AND 2020 NEW YORK STATE OTHERWISE NOTED. WATER RE515TANT(W.R) AT BATHROOMS AND WHERE ENERGY CONSERVATION CONSTRUCTION CODE. ATTICS WITH STOR:AOE (MAX CLEAR HOT> 42") 20 psf 15 psf ED A DEEMED APPLICABLE. �(�I'.-R �%. 51TE WORD' 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON . 1 ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf % I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPB SUM OARD ON GEILIN6 AND WALLS INSULATION COMPLETION OF WORK. p (WHERE APPLICABLE) AT HEAT PRODUGIN6 EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED �C/� r C'SL O��j �0 2. VERIFY ALI- GIVEN DATA ON DRAWINGS. IF THERE 15 A DI5CR:EPANGY, IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUGIN6 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'72: SLEEPING ROOMS 30 psf 15 psf � eft'. , r{ 'A RECEIVE CLARIFICATION FROM ARGHITEOVEN&INEER PRIOR TO PROCEEDING. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. - GENERALLY,VERIFY OR PROVIDE HARD WIRED Q 1. jI ,1 0 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. SMOKE DETECTORS wp p/BATTERY BACK-UP IN: STAIRS 40 psf IS sf * _ II 5TOCKPILE TOPSOIL OBTAINED FROM 5TRIP'PING DRIVEWAY AND BUILDING 4. FINISH JOINTS,J-BEADS, NAIL DIMPLES,CORNERS,AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW ORADE IF DESIRED BY A. EACH 5LEEPIN6 ROOM 0 - =a s ;'__01� SITE. STOCKPILE ALL EXCAVATED MATERIALS. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf _ "l5 ©) TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. B. OUTSIDE OF EACH SEPARATE SLEEPING T A 4. NEW AND EX15TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE AREA IN THE IMMEDIATE VICINITY OF FQF \g ROOTS,ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: THE BEDROOMS (GENERALLY THE HALLWAY) 12 psf FOR ATTIC - q" R-30 FOR FLAT CEILINGS ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. ALL OPENINGS. - 825" R-30G FOR VAULTED AND CATHEDRAL CEILINGS G. EVERY LEVEL OF DWELLING 5. PROTECT TREES WITHIN EIGHT FEET OF THE 5UIL.DIN6. b. FASTEN GYPSUM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE 6-003. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION (BASMEINT, FIRST FLOOR, d 5EGOND FLOOR,ETC) - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION FALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 525" R-21 FOR FLOORS A5GE -1-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) # ® �®1�1N DATA I L 5 ITrFIC.,AL NA I L= I NO/STRAFF I N(5 REOU I R MENTS FOR FASTENING SCHEDULE A Q Uf=L I FT/ HEAR, $ LATERAL Y`4I ND RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER SUBSTITUTIONS MAY BE MADE (SEE PACE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W WHEN LOAD CAPACITIES ARE MATCHED **ALL STRAPPING TO BE VWx 20 GAUGE** -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) J ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE � *U5E IOd NAILS IF STRAPPING IS OVER PLYWOOD; TVP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) FASTENER SPEC. FASTENER Q C N HOEDOWN 'A' HOEDOWN ��' CONNECTION A NAIL I N� �R I D DESCRIPTION AND QUANTITY SPACINGLO 0 FOR FOUNDAT ONIST ROOF 4 GE I L I NC FRAM I NC � � � O �ry I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d -_ L }- COMMON NAIL w/o PREBORED HOLES. WALL ENDWA`LL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003PER RAFTER 0 C_ Z _ (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE GTED �' SERVICE 2" 2.WOOD 15 ASSUMED TO BE OP,#2 6 BTR. IN DRY U5E � 'p N HEIGHT STUD HEIGFfT STUD NNETO RR 2" it .Y CORNER STUD :2GONNEGTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER J015T U ONNEGTED TO TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O O �p TRANSFER SHEAR "SIMPSON" HDQa { FOR STRAP, - h — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL .}J t CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP 0 O 3 S d COMMON ' . • . ' . ' . r HOLES,SET NEW MEMBER. HOEDOWN ANCHOR® NAIL COMMON • • • CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL) 4-I6d COMMON EACH LAP C 0 D .. 2-Ibd COMMON LOCATIONS NOTED NAILS ® 6" O.G. k NAILS ® EA. END OF STRAP. • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS a 6" O.G. d ON PLANS 10" O.G. IF BLOCKED O" O.G. IF BLOCKED CORNER P05T FOR ROOF SLOPES UNDER 5:12 WITH C..J G.TIES ?° • • 5.SEE SECTION 6 FOR ANY REO'T TO CLINCH THE NAILS(YO Q r � O CORNER POST ROOF SPANS OF 24' OR GREATER, x TIGHTLY BOND THE END OF THE NAIL TO A 40" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE USE 4 8 d COMMON NAILS a CKAPHIG BELO4 "SIMPSON" 1-1010a R0 EA. END OF STRAP FOR ROOF 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END HOLDOWN ANCHOR® SECTION 12.4-PLACEMENT OF NAILS d 5PIKE5 4 TABLE LOCATIONS PLANS / a SLOPES OF 5:12 AND GREATER. CR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ° ° a CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: • U � FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 P d COMMON NAILS a B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON ' PER FOOT m HOLDOWN CAST IN PLACE w/7/a"O THREADED ROD o• EA. END OF STRAP: (D w 1 TOP PLATES AT IN - - L INTERSECTIONS AGE NAIL 4 Ibd COMMON JOISTS WHEN IN TOWN OF ISLIP OR NAILING )4 � ) J TS EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • NOTE 1 • • THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN —4� CONCRETE w/ "SIMPSON" SET(HI6F+STRENGTH EPDXY --- BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. • ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMPSON # H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD r FILL TOP 2 COURSES SOLID 3 CAST IN PLACE HOLDOWN �J w/7/a"Q THREADED ROD GONNEGFOR • FOR G.J. TO R.R. - IF d COMMON NAILS REQUIREMENTg FOR • BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 12 PER FOOT RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) FOR EA. PLATE TO STUD ABOVE � OR BELOW _ kil HOLDONN �G' HOLDONN 'D' APPLICABLE) _2 _Ih_d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILSFLOOR FRAMING Q ° m FOFOUNDAT OXNST FOR NEWLY POURED GONNEGTI ON G 1 4 G2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST FOUNDATION a ONE STORY ONLY (3) 2x FULL ENDHAL I- BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD CORNER STUD ,CONNECTED TO TRANSFER SHEAR ° BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END DQa . AT STUD TO FLOOR ASSEMBLY "SIMPSON" H (3) 2x FULL • Cj2 TO STUD CONNECTION: BLOCKING TO SILL Or HOLDOWN ANCHOR® 2-I6d COMMON HEIGHT STUD • 3-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® 6 O.G. # ° ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 5 8 d GOMMON CORNER POST LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST I ° ' I, NAILS ® EA. END OF STRAP V I JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d CC MMCN ° € I BELOW - 2 16 d COMMON NAILS BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER JOI5T — NAILS a " O. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT - ROOF SHEATHING e ° STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ' a "SIMPSON" ST 14RJ GONNEGTION DI D2 SLID PERIMETER EDGE ZONE s ad COMMON 6" EDGE /6" FIELD BLOCKING HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO 4" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOEDOWN CASTTIN PLACE w/-115"0 THREADED ROD ,..----'"" • • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NG SHEATH I NC • • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s � • 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) CONNECTION: D2 CONCRETE w/ 'SIMPSON" SET(HIGH STRENGTH EPDXY a 1/2" MIN. ----0 _- GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'S 0°F-40°F U5E "SIMPSON" AT FROM ° FOR STRAP - 3 8 d COMMON NAILS a EA. I _ (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR END OF STRAP (WRAP STRAP UNDER SILL PL.) W SPECIFIED O D I ° � �; ALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN a ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - w/7/a"O THREADED ROD -2 _16_ d COMMON NAILS - STRUCTURAL PANELS Sd COMMON 6" EDGE / 12" FIELb ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD N e ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(5) z NA I Lm I NO/STRAFF I NO @ WINDOW/DOOR #DEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ad NAILS O EA.END 2 A.J015�OR° FLOOR SHEATHING (SUBFLOOR) E ALTERNATE USE 0 SIMP50N H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING(201a WFGM,TABLE 3.-1,P. lag) CONNECTION E .� I" or LESS: ad COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.25B,P. 241) G - NUMBER OF FULL HEIGHT KING STUDS® EA. 51ME OF HEADER(2018 WFGM,TABLE 3230,P. 242; • GREATER THAN I"; IOd COMMON 6" EDGE / 12" FIELD ALTERNATE AS PER TABLE 3.23D,P. 243) • D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TD END OF HEADER® EA. SIDE ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A �D (2015 WFGM,TABLE 3.7,P. 1a4) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. E - NUMBER OF JACK STUDS ® EA. END OF HEADER (201a WFGM,TABLE 322F,P. 255) } PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK OR STUD TO END OF SILL(5)® EA. SIDE ° ° ° ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, R (DOES NOT APPLY TO DOOR5) (201a WFGM,TABLE 5.a,P. 141) ° ° ° °° ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. ° ° ° - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF! PROJECT: NAILS SHALL BE PERMITTED TO BE REDUCED To I-16D NAIL PER FOOT. E ° ° FOR STRAP - 3 8 dGOMMON NAILS ® EA. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REOUIREMIENT5 SHALL BE CAR ITA °a ° ° F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° ° 9° FOR EA. PLATE TO STUD ABOVE sF OR BELOW - USED. ADDITION (IN ACCORDANCE WITH W 2 WOOD FRAME CONSTRUCTION MANUAL 200 EDITION) —1(0-- d COMMON NAILS NOTATION ROUGH OPNG 10185 OREGON RD. 2'-O" 2 1 1 1 I I CUTCHOGUE, N.Y. 11935 4'-0" 4 1 2 2 2 2 SFL I C I NO OF TOS FL.ATE GABLE ENDNALL BRAG 1 NG/STRAFF I NO DRAWING TITLE: - PROVIDE (2) 2"x10" HDR (MIN) U.O.N. b'-O" 5 1 5 5 5 5 (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT,LES PROVIDE 7 2 5 4 4 4 }— 5PLIGE --} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REGUIREMENT5 BAYS BACK® BLOCKING® I2"O.G. STRAPPING & NAILING DETAILS �GTM I FOR WIND - EXPOSURES 5$0 - FOR WIND - EXPOSURES B4G - 4'-O"O.G. TO AGHEIVE RAKE O.H. ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE E:: BUILDING MINIMUM 5PLIGE',20'4 BUILDING MINIMUM SPLICE'-2a'` DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) / TYP.STRAP w/(3) PAGE: —_--- — — ad NAILS EA. END 12'-0" 2'-O"/2'-6" 12-0" 3'-O" OF EA. STRAP ANG H O R B O I J�T S F E G I F I G A T I O N S 16'-0" 3'-O"r3'-4" I6'-0" 4'-O" ATTIC G-003mOO 20'-0" 4'-0-'/5'-0" 20'-0" 5'-O" - 11 BLOGKIN6 2 BAYS SPECIFICATION (2015 WFGM TABLES 3.2A 4 3.25, P. 157-160) :: BACK® 4'-O" O.C.24-0 4--0"/5'-0" 24-0 6-o DATE: 05/27/22 3 OF 11 CORNER 34• CONDITION FOR ALL STRUCTURES: %"0 ANCHOR BOLTS a 3Q" O.C. 2b'-O" 5'-O"/b'-3" 2a'-O" 7'-O" • 32'-0" b'-O"/'1'-b" 32'-0" iv SECOND FLOOR T NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATEp CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE �jir4 � I. MIN. T' EMBEDMENT INTO CONCRETE PRO IDE AN EQUIVALENT NNUUMBERR of NAILBE S IN ORDER TO 40-Ob'-O"/10' `{OI-O'" 11''0"11 BACK o 4_01. oYG O� END W/ 3 SQUARE WASHERS AND END NUT SETUP 2.TABULATED SPLICE LENGTHS ASSUME A BUILDIN5 LOCATED 501-0.1101-011/121-61, 50 O 13 O CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL IN EXPOSURE B TVP.STRAP TOP TWO COURSES 50LID ad NAILS EA. END r S.TABULATED SPLICE LENGTHS ARE BASED ON B FOOT WALL 60'-0" 12'-O"/IS'-O° 60'-O" 16'-O" OF EA. STRAP ;fl HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; 3��� .� PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70'-0" 14'-O" 70'-O" 14'-0" FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWIN6 FACTOR of- 4 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 501-0.1161-01. 80-O 22-O:: FROM ENDS AND CORNERS (TWO a CORNERS) 4'WALL- 1.125 ---- --------- - (SEE DIAGRAM TO LEFT) IO'WALL- 125 BLOCKING 2 BAY5 IIS 75 THIS COLUMN w/MULTIPLIER BACK o 4'-0" O.G. 4. COORDINATE w/ HOLDOWN12 WALL- LOCATIONS FOR 101-0"WAIL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING ORAPHICS CONTINUOUS BUILT-UF OIRDERS, 3 OR 14ORE SUFFORTS (THAT EXCEED FRAMING STANDARDS, IT IS REOV FOR FRAMER TO HAVE A F I RE BLOGK I NO FOR PLATFORM NOOD FRAM I NO < WORKING KNOWLEDGO1^100M E F THE AMERICAN COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY _ ASSEMBLY REauIREMEUTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MP�NU. SPEG.'s FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION a 1/4 OF A WHEN SIRDER5 MADE UP OF JOISTS NAILED W PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W 0 BLOCK I NO UNDER LOAD BEARI NO NALL THREE OR MORE 5UPPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.32' LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. I'7 NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT q (2)ROWS IOd NAILS• 12"o.c. P THE SPAN LENGTH FROH AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T Q +' N B f3)ROWS Ioa NAILS o 12"o.c. SUPPORT. NO TWO AD Z)INING JOISTS, NOR MORE TUDB S 1 ,0 - SERVES AS FIRESLOPPIN6. SUBFLooR - - - - rr - - P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE j 0 �I(2)ROWS I/2"A BOLTS a 12'O.G.STAGGERED; Iy1O-PtecE JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE 50LE AND DOUBLE w L0 0 5UBFLOOK G ff DBL.o ENDS PLATE SERVE AS FIRESTOPPIN6. { BOLE PLATE D (2)ROWS I/2" BOLTS a Ib'OG. BUILT UP GIRDER P MAX.82" Q 0 NAILING: SOLE PLATE _ TW4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLEO-PIECE SIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. i(2)ROWS 1/2' 0 BOLTS a 24"o.a SIDE WITH IOd NAILS, T,,40 NEAR EACH END OF >` �- BETWEEN 1/6 EACH PIECE, OTHERS 57AOOERED WITH A DISTANCE0 C Z 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING s-- F (2)RoW5 33/6°TRUSSLOcK SCREWS o 12"O.G. < 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL _ OR OF NONCOM-BUSTIBLE FILL. sN SCREWED oN(U SIDE of MEMBER LINE;OR GIRDERS ARE TO BE NAILED FROM EACH U I e �(2)ROWS 3-5/6•TRU55LOGK SCREWS o 16'O.G. ¢ SIDE W/ 10d NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE C SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STA66ERED w/ A DISTANCE OF 32" - AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H (2)ROWS 33/8'TRU55LOGK SCREWS o 24•o.c. p BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPING. 0 0 +� r JOIST SCREWED ON(1)SIDE OF MEMBER -c 0 '�'� LO - THREE-PIECE -1. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND � N -F-� MAXIMUM OFFSET (2)ROWS 5"TRU55LOOK SCREWS a 12"OG. - J BUILT UP GIRDER MAX.52" THREE-PIECE SIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS C 0 0 JOIST DEPTH,d SCREWED ON BOTH SIDE of MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. G SERVE AS FIRE5TOPPIN6. Q � 0 MATCHED 51ZE OF BLOCKING (2)ROWS 5'TRU55LOOK SCREWS a 16"O.G. 4 UNDER NON-LOAD BEARIN FIRE5TOPPIN6 AND � SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W THE 3 PARTITIONS ® 32" O.G. BLOCKIN Sip (2)ROWS 5'TRUSSLOGK SCREWS o 24"OG. BETWEEN I/6 OTHERS STA66ERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH 51M OF MEMBER 4 1/4 OFA THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. l 9. TWO-INCH WOOD BLOCKING OR THE EOUIVALENT SHALL DOUBLE PLATE BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO FOUR-PIECE 61DERS ARE TO BE A55EMLED A5 /--I� GE I L I NO BRAG I NO NOTE: P STRINGER TO SERVE AS FIRESTOPPING. T� CANTI LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/20d NAILS AS SPECIFIED - v GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6'OR SMALLER FOR THE THREE-PIECE 6111 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR S GONNEGTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH 4 - STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING. 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL ` OFFSET FASTENERS 1/2'FROM ONE 51M TO THE OTHER BUILT UP 61RDER IR P GDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE METAL LATH OR WIRE FABRIC. SUCH v SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR / FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRAGS® 6'O.G. TRUS5 / THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPINCG SHALL BE w W JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G� �I �I '� �I PLATFORM FRAME CONSTRUCTION �KA6E BY CRACKS OF THE NTS `INTERIOR 1INO NISH. PLA5TER IAND OUT L N6 ON NORMAL I `1A I L I I `l/_�' FA I TERI ` S FOR SIDE LOADED BEAMS (I FLUSH BEAMS) NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE • 10)Sd l./ -LOCATIONS REQUIRUN6 FIRESTOPPIN6- NAILS AS FIRESTOPPIN6. -}- FIRE- FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 5TOPPIN& STOPPING FIRE- FIRE- SOIL: FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING r 1 MULTIPLE-PIECE MEMBERS �J JOIST ` • 5d COOLER NAILS® 10"O.G. NAILED' BOLTED' p VERTICAL 2'x4"BLOCK NAILED TO EA.BRACE 2 Rags 16d 5 ROW5 Ibd 2 Rocs.), 2 RowsX�• 2 ROWSXs• LQGKIN6 FIRESTOPPIN6 HIEN w/(4) IOd NAILS COMMON* G 12"o N, o eoLrs•AGG� BOLTS BOLTS C-OV M6 I5 APPLIED - 20 .STRAP a 12.O G. O 12'O G. O 12'O G. O b'O G. BO GYPSUM A JOISTS DOUBLE PLATE TO uNDc�z51oE� STUD r (10)Sd NAIL TWO ROWS 12'O.G. THREE ROWS 12 O.G. LOCATION I LOCATION 2 LOCATION 3 BEAM SELECTION W STD. NAILING ° LOCATION 4 5d COOLER NAILS® 10'O.G. n l JOIST SHALL BE LOCATED DIRECTLY #NOTE. ENDKA.-L 5 AS NOTED IN NOTES -1 4 8 ° ° ° ° ° ° ° ° s NONcoMBUSTIME ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIR£-STOPPING LOCATION OVER 5TUD5,UNLESS TOP PLATE 15 4•o EDGE/12"O FIELD FULLY BLOCKED 1.TOP AND BOTTOM Rows SHOULD BE 2•FROM ED61=5 SOLE: HOOD FIRE OPPING of GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6- IVa°TYPE W OR 5 FIRESTOPF'IN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' Two Rows 24•o.c.5rg66ERED Two Rows 6•o.C. LOCATION 8 LOCATION 6 /� �cMt HE T AND 5OTrOM Or TM t-�EV RY ABOLTM KM.ST EXMM THROUGH THE FULL O O O O O O O O O INTERIOR STUD DETAIL OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12•. O O O O O O O © O II 2'SPACE NOT \: ATTACHMENT @ \IALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. III TO BE FILLED ' r-" NONCOMBUSTIBLE FIREST0PPIN6 S.POUR-MECE MEMBERS SHOtLV ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 VIII \ \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER d 6.VALUES FOR NAILING GONAIr-GTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4"OZ.NAIL 5PAGING. LOCATION '1 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: \ STRAPPING W/ T.2 ROM OF 16d COMMON NAILS(12'OL)FOR DEPTHS 12'OR LESS FIRESTOPPIN6 C. 4 8d NAILS LOCATION LOCATION q ® EA.END® R.R. 6.5 ROWS OF Ibd COMMON NAILS 02.OZ)FOR DEPTHS OF 11 t 15•. b LOCATION 10 - FULL WIDTH 2"x BLOGKIN Z O r= N GONSTRUGT I ON DETAILS NINE) LOAD BATH GONNEGT I ON DETAILS TOP PLATE DRILL2•Q+ INTO ROOF INTERSECTION DETAIL DECK'FOR STRAIIN6INSTL. NOT TO SCALE NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci <,ONTINLIOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R's ALIGN NEW d EX. R.R.AS SHOWN O ST DS- f PLAN VIEW ROOF,RMI NLINES NE HED HOOD JO I ST WOOD JO 1 S CRIPPLE STUD _ BLOCKO JOIST HANGER HEADER N OENERAL REQUIREMENTS FOR OENERAL REQUIREMENTS FOR - ^ -0 W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDERMEADER - WOOD O I RDERJACK STUDS MEMBER 0 � HOOD JOIST - � IN � w 0 JOIST FRAM I NO OVER HOOD OI RDER JOIST FRAM I NO FLUSH NI TH O I RDERMEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: IAM.X s APPROX. 30" w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS 55H0ABOVE NAIL FROM THE MEMBER END, THE MEMBER,5TRAICHT THROUGH AND BENT OVER CAR ITA A MIN. OF (3) NAIL DIAM.'s AT A 410° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN ADDITION MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER -� 3. To AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 J015T NALL STUD NALL STUD J --- WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE 10185 OREGON RD. IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE CUTCHOGUE, N.Y. 11935 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE:_ HALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO HALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION W STUDS TO ATTIC, FLOOR # BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O iD PAGE: YJul I ND RES 15TANT GONSTRUCT I ON GONNEGTORS O--moi 0 TOP PLATE ® W GHIM. CHASE WALL Z Q U #-oo CONNECTION LOCATION: PART NUMBER: NOTES: -®0 - ■ OO RIDGE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS \z Q APPLY TO EACH RAFTER -10-1 ® RAFTER-TO-HALL H7 o_z Q DATE: 05/27/22 2 4 OF 11 IL Z ROOF 13-1 o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Eo -1 O REQ D BLOCKING J Q PLATE-TO-HALL STUD 0520 @ 18" TO ALIGN w/STRAPPING w�w a APPLY TO EACH HALL STUD ® EA THE FIRST ®z w 2ND. FLOOR WALL-TO-IST. FLOOR NALL LFTA or 0520 @ 56" APPLY TO EACH WALL STUD ���� �o ��� ® HEADER-TO-JACK STUD 0520 @ 12" FLoowCL6. O APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDONN ANCHOR SSTB16 APPLY TO EACH 51DENALL END �37� ,^yo 15T. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE TF OF N �, SIDE V I EN PLAN V I EN (USE NI TH 3 SQUARE HASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL FERAL 5),"'MBOL <E)" : Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. 0 WHEN APPLICABLE) EXISTING TO REMAIN M NEW WOOD FRAME (L.6. I�--� NEW FOUNDATION WALL STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURALV � 0 WOOD FRAME (L.6. STL. ® POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. r— NEW 2-HR FIRE RATED d' Wp WOOD FRAME (L.6. STL. Z I .— WHEN APPLICABLE) 0- p (V >1 U O O -j V- .c O -W Lo w N -w nQ OHO W U 4� m U n (a) D Q EXISTIN6 FOUNDATION WALL AND SLAB OF 6ARA&E TO REMAIN. ONLY WD. FRAME WALL5 TO BE REMOVED AS NOTED. NO WORK IN 5HADED AREA --------------------------- -_--- I I I l' / F REMOVE DOO'NAND DOW � H Z w III I III 1 .0 O GARAGE i / / o / PROJECT: CARITA ADDITION / REMOVE EXIST. GARAGE DOOR,LEAVE HDR. 10185 OREGON RD. CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED DEMOLITION PLANS DEMOLITION NOTE: PROVIDE 5HORIN6 AND 5UPPORT TO ALL AFFECTED 5TRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. PAGE: A—IOLOO FROPOSEP DEMOLITION PLAN SCALE: I/4" = I'-O" DATE: 05/27/22 5 OF 11 D cy F i ATF a ° FOF N�� Atp Q _ EXISTING TO BE DEMOLI5HEO NEH PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. uiW EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.O. f NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) Q M w ` I N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURALV Lo (c) HOOD FRAME (L.O. 5TL. © POST FOR 4 WALLS T— � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL w � 0 1-05T FOR 6" HALL5), U.O.N. NEW 2-HR FIRE RATED •C Z WOOD FRAME (L.5. 5TL. WHEN APPLICABLE) 0 N >, :2 v I 0 0 - s 0 Lo FOUNDATION PLAN NOTESCN 0 Q O TYPICAL P. GONG. FOOTING $ WALL CON5TRUGTION: O " (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD Q) # 51H SEAL " ANCHOR BOLTS AS PER PAGE 6-003 " P. GONG. FOUND. WALL AS PER DETAIL UPON " P. GONG. FOOTING AS PER DETAIL " ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR " S.O. FOOTING 5'-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHEN --F� o - APPLICABLE) " AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS/ 5TOOP5 (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL d SLAB(WHEN APPLICABLE) OHOLDOHN: --I--J HOLDOHN 'D' AS PER PAGE 6-003 UNDER-FLOOR AREA VENTS D O O3 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER �- i m 2020 IRO R405; INSTALL AS PER MANU. SPECS WITHIN 5'-0" OF BUILDING CORNERS �./ O Ib"x8" DEEP P. GONG. CONTINUOUS FOOTING 12''7" AS PER NOTED DETAIL (TYP) 2 — — — — — I —4 2 0 PROVIDE #5 PINS DRILL AND EPDXY PIN INTO O EXI5TING FOOTING AND FOUNDATION WALL;EMBED ll b MIN. I � — — — nn— — � ': I � W NEW UN-REINFORCED P. GONG. SLAB � O I. NEW 5" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 4" (MIN) GRAVEL BASE UPON 5. b MIL POLY VAPOR BARRIER 3 O FOUND 4 POSTS FOR WD. DECK: NEW 2"x10" HP. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TPF) FOR HOOD STAIRS ® ORADE: n OS 4" THK. P. GONG. PAD 5" WIDE x REO'D LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® I (� MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) 4 TYPICAL LEDGER BOARD ® EXT. DECK: O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF J015T5 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAG BOLTS 5 I I I 5 ® Ib O.G. 5. INSTALL H.D. GALV. JO15T HANGERS BY 'SIMPSON' (OR EQUAL) 8 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 BENT OVER TOP EDGE OF LEDGER BD. 2"xb" P.T - 5. SEE NOTED DETAIL 1 �Qp - Lu EXIST. SYSTEM HATER L D.I.I. Ib" 4• 0. T f �I� N� � A-301 A-301 2 7 3 4 EXI5T. OIL NEW 2"xIO" HATER HEATER/ Ib" O.G. BOILER MATCH F.F. HT. H Z W EXI5T. CELLAR 2 EXIST. O GARAGE SLAB U TO REMAIN E- a 0 PROJECT: EXIST. OIL TANK CAR ITA FT ADDITION D " ju c 0 10185 OREGON RD. CUTCHOGUE, N.Y. 11935 DRAWING TITLE: PROPOSED FOUNDATION PLAN _ o im Q PAGE: FROFOSEI7 FOUNDATION PLAN A-102000 SCALE: 1/4" = I'-O" DATE: 05/27/22 6 OF 11 D A&CM. h� Q 1 �O tp . tI 0.3740 y0' OF N�� (5 I ` ERAL 5)" " I50L <E)" : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW FOUNDATION WALL w NEW WOOD FRAME (L.G. � � J co5TL. WHEN APPLICABLE) I (y) NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL CV WOOD FRAME (L.G. 5TL. POST FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O = b7 POST FOR b" WALLS), U.O.N. - 0 NEW 2-HR FIRE RATED i If > WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) DO. C Z O .O c :3 CM O O FLOOR PLAN NOTES 0 co DOOR NOTE: TYPICAL BATHROOM NOTE: I. INSTALL NEW INTERIOR DOORS WW WHEN GALLED OUT ON O5 I. ALL BOARD Q O OI PLANS BY 'JELD-WEN' (OR EQUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON ALL BATHROOMS PLANS BY "THERMATRU' (OR EQUAL). 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 3.DOOR TYPE TO SELECT TUB SURROUNDS 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 2. SHOWER FLOORS 5. INSTALL AS PER MANU SPEG.'s 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 2.2. CONCRETE MUD-5ET (SLOPE 1/8" PER FOOT Z. SEE PACE 0-003 FOR ALL OTHER FRAMING TOWARDS DRAIN) UPON ELEMENTS AROUND DOORS(TYP. FOR ALL) U.O.N. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER OSTAIR 8 RAILING NOTE: FLOOR,WRAP DRAIN d ATLEA5T IS" UP WALLS 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI b MIN. IO" Tr - RISERS SHALL BE CLOSED NEW EXHAUST FAN SHALL BE INSTALLED WHERE r , 2. 42" HIGH GUARDRAIL d SPINDLE SPACING O VENTILATION 15 NOT MET BY MEANS OF NATURAL v NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; CIRCULATION THROUGH WINDOWS OR DOORS TO • 36 HIGH HANDRAIL d SPINDLE SPACING NOT OUTDOOR SPACES AS PER NYS MECH. CODE SECTION D TO ALLOW PASSAGE OF A 4" (P SPHERE 403.3.2.3; INSTALL AS PER MANU. SPE05 m 3. GRIPPABLE RAIL AS PER CODE 4--) W 4. RAILING TO BE _________ -- O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 i m • OSMOKE DETECTOR / GO DETECTOR NOTES: Q I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT NEW FLOOR: SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 8 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE t SCREW); IZ'_'i 2.INSTALL ALL AS PER MANU. SPEC.'s SCREW PERIMETER OF 5HEATHINC 4" O.G. d 12" O.G. ® 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. NATURAL LIGHT 4 VENTILATION IN COMPLIANCE WITH LOCAL CODE 2.NEW FINISHED FLOOR PER H.O. SELECTION Ea. EO. (HABITABLE SPACE) •�—/� WINDOW NOTE: O NEW 4"x3" ALUM. DOWNSPOUT (TYP.) _ _ v J O n < FLOOR AREA 115 S.F. (2) q.5" LVL HEADER n 1 Q I. ALL NEW W (D WINDOWS d DOORS SHALL BE _____ tt1 CASEMENT,DOUBLEHUNC, OR GLIDING(AS NOTED); 10 GUTTER HIGH POINT (TYP) % REG2. S.F. PROV. 4 O O O cV Q INSTALL AS PER MANU. SPEC.'S. FOR LIGHTING;MIN. 8% q OF FLOOR AREA q.2 S.F. 51.6 S.F. 5UB5TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS O AND DOORS" ON PAGE G-002 IF CASEMENT O NEW 4"X3" ALUM. DOWNSPOUT (TYP.) - KNDOWS - ALL CSMNT WNDW5 SHALL HAVE O STRAIGHT ARM HINGE WHEN 4.6 S.F. 25.8 S.F. _ 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE VENTILATION;MIN. , u� PROF. 4 TILT WASH to GUTTER HIGH POINT (TYP) 4% OF FLOOR AREA � - BEDROOM IIS S.F. 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. - 4.SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND in NEW 2"xb" -' WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE ATA G.J. ® 16"O.C. MINIMUM(2) 2"XS" HEADER U.O.N. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING 3 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EORE55 SHALL BE FOLLOWED: • NET CLEAR OPENINO........... 5.? S.F. PROP. SM/GO G . NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM ry (2) 2"x8' 2 102 ® ® = PROP. = 3 (4) 1 O O O HALLWAY O • 0 (3) r a lo' UP � m cl _ SM/GO m O A-301 O 4 EX15T.O BATHROOM EXISTNJ — El EXIST. I ( — BEDROOM BATHROOM EXIST. U KITCHEN/DINING p ROOM Qr OS O �< _� m REF. in 5 �� A 6 C6� w N m l " -3'-2" PROP. _O BATH RO N A ' v 50 w ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. 5EE PAGE "G-003" FOR NAILING d STRAPPING DETAILS. *•5EE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** ui WINDOW CHART CLEAR EXIST. I EXIST. EXIST. g PROJECT: ROUGH OPENING WINDOW DIMENSION OPENING BEDROOM I BEDROOM LIVING ROOM �o TAG TYPE MODEL # WIDTH - -HEIGHT- - WIDTH -- HEIGHT dJ PROP. ry CP1/� R'T/`1/� A (4) - -- TK210410 3-O� 5 O� 2-I I 5-O - - Q -- DEN ADDITION D D I T I O N DBL HUNG „ ,_ „ � „ I10 S.F. H (2)MULLED DBL HUNG EXISTING TRUSS B (3) TW24410 2'-6�" 5'-O 2'-5 5'-O�" VIF;GYPSUM To BTM OF TRU55 Q (3)MULLED _ _ � 4 O O 10185 OREGON RD. EXIST.HEADER CUTCHOGUE, N.Y. 11935 DOOR SCHEDULE EQ. ,k Ea. DooR IF-MATERIAL �j n'-s" DRAWING TITLE: PROPOSED FIRST FLOOR PLAN TAG DESCRIPTION MANUFACTURER p I i 0 ' m WIDTH HEIGHT Lu A I Q FIRST FLOOR - _----�--- 11 EXTERIOR l THERMATRU 2'-8 61-VI PAGE: HALF-LITE 1 L 111 101 102 (2) INTERIOR JELD-WEN 2'-b" 6'-8" • I FROFOSEr�) FIRST FLOOR FLAA ii11IJ .J J0106 . 00 SCALE: 1/4" = 1'-0" DATE: 08/31/22 7 OF 11 -� K�-, 374 � SEP re or rlC`s� CilIIlDIP1r DFI ,: (5ENERAL ERAL I I " I O <E)"" : Q EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT O WOOD FRAME (L.G. STL. W EXISTING TO REMAIN WHEN APPLICABLE) W NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) c 04 NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL V Lo O WOOD FRAME (L.G. 5TL. (c) POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O 1-05T FOR 6" WALL5), U.O.N. O O NEW 2-HR FIRE RATED �-- HOOD FRAME (L.6. 5TL. a � N cZ WHEN APPLICABLE) U O 0 -t -- FLOOR PLAN NOTES O � Lf) DOOR NOTE: TYQ PICAL BATHROOM NOTE: N � MO Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON O I. WALL BOARD n , PLANS BY 'JELD-WEN' (OR EOUAL). I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN Q) 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON ALL BATHROOMS PLANS BY 'THERMATRU' (OR EQUAL). 12. INSTALL CONCRETE BOARD IN ALL 5HOWER5 AND 3.DOOR TYPE TO SELECT TUB SURROUNDS 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 2. SHOWER FLOORS 5.INSTALL AS PER MANU SPEG.'s 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING TOWARDS DRAIN) UPON _ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 2.3. WATER PROOF MEMBRANE TO COVER SHOWER OSTAIR 4 RAILING NOTE: FLOOR, WRAP DRAIN d ATLEAST IS' UP WALL5 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 3 MIN. 10" Tr - RISERS SHALL BE CLOSED NEW EXHAUST FAN SHALL BE INSTALLED WHERE 2. 42" HIGH GUARDRAIL d SPINDLE SPACING O VENTILATION 15 NOT MET BY MEANS OF NATURAL NOT TO ALLOW PASSAGE OF A 4" (P SPHERE; CIRCULATION THROUGH WINDOWS OR DOORS TO 36" HIGH HANDRAIL d SPINDLE 5PACIN6 NOT OUTDOOR SPACES AS PER NYS MECH. CODE SECTION �J TO ALLOW PA55A6E OF A 4" 4) SPHERE 403.3.2.3; INSTALL AS PER MANU. SPECS 3. 6RIPPABLE RAIL AS PER CODE 4. RAILING TO BE -----___-- O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 i m OSMOKE DETECTOR / GO DETECTOR NOTES: 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW FLOOR: U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 8 I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE d SCREW); 2.INSTALL ALL AS PER MANU. 5PEC.'s SCREW PERIMETER OF 5HEATHING 4" O.G. d 12" O.G. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR INTERIOR. - Q d IN COMPLIANCE WITH LOCAL CODE 2.NEW FINISHED FLOOR PER H.O. SELECTION 1 e El O NEW 43 1 �� li I I f Nim ��x ,� ALUM. DOWNSPOUT (TYP) ; , 1 �i � I I I i I �• WINDOW NOTE: - ,,I! '!' ii ll UI I ii, iI! I; III I. ALL NEW WINDOWS � DOORS SHALL BE -____-- CASEMENT,DOUBLEHUN6, OR GLIDING(AS NOTED); 10 GUTTER HIGH POINT (TYPJ ) ( I� �; iil i INSTALL AS PER MANU. 5PEG.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS O NEW 4xALUM. DOWNSPOUT (TYPJ AND DOORS ON PACE 6-002 IF CASEMENT �� 3 SITRAIGH ARM HINGE WHENW5 SHALL HAVE I p 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH to GUTTER HIGH POINT (TYP) 3.ALL GLAZING WITHIN IS OF FF TO BE TEMP. 6L. I �' i n LI II 4.SEE PAGE 65-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM(2) 2"X5" HEADER U.O.N. q:12 RII z �I i Ii9 121j41 I; ii III EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 10 EGRESS SHALL BE FOLLOWED: I If "R. I li I. � -NET CLEAR OPENIN&........... 5.7 S.F. I I NET CLEAR HEIGHT............... 24 WIMINIMUM I ® O• I6'° O li NET CLEAR DTH................. 20 MINIMUM — — — — — — — — I !� ( I I• ;! to - - — — — — — — — — — — — — — — — i VIII I �0 fIi II i I, I z 0 I w a I � I PROJECT: CARITA ADDITION I I 10185 OREGON RD. - - — - - - - - - - - - - — - - - - — — — — — - - CUTCHOGUE, N.Y. 11935 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE: PROPOSED SECOND FLOOR PLAN _ o � m 4 PAGE: FROFOSE17 SEGONI7 FLOOR PLAN A-104m00 SCALE: 1/4" = I'-O" DATE: 05/27/22 8 OF 11 BREDAf? M p y� z 0 13" f 4t -37, 0f cs�`� ELEVATION NOTES Q OI HATCHED AREAS INDICATE NEW WORK (TYP) W _I p O TYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS w Q 2. MATCH EXISTING COLOR AND 5TYLE Z) Lo C�/�) w �y OPROVIDE CONGEALED FLA5HIN6 AT ALL ROOF INTERFACES. - O O TYPICAL 5IDINO: Z I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0- .v N CONSTRUCTION STANDARDS 2. MATCH EXI5TINO COLOR AND STYLE �1 U NEW 5" 5EAMLE55 OUTTER5 t DOWNSPOUTS; WHITE d OO ALUMINUM (TYP) C'4 ♦' -c O ++ ln Q O :2 O - U � 110 o o d)_ - �-- - 2�1 I LA cn n U 7; D FRONT ELEVATION Q 5r-.ALE: 1/4" = I'-O" z w O V Li.i F- Q O PROJECT: 2 CARITA - --- - ADDITION -- --- -- - - - - 12 3 _��------ -- --=-_---------- ---------- - BUILDING SEGTI ON NOTES Q Oj NEW ROOFING NOTE (TYP.): Q I. INSTALL NEW ASPHALT SHINGLES. INSTALL ICE AND W WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE w FACE OF STUD WALL AND AT VALLEYS OVER 2.INSTALL 15 # BUILDING FELT N.O.N) OVER 5.1/2" GDX PLYWOOD SHEATHING(BLOCK ALL 5EAM5) 4.GAP 5HINGLE OVER RIDGE d HIP5 (AS REOV) 5. PROVIDE RIDGE VENT(AS REOV) j c 6 O .FLASH ALL VALLEYS •7. INSTALL DRIP EDGE AS REOV S.INSTALL ALL AS PER MANU. SPEG.'s 0 r— w ,r— O OTYPIGAL ROOF d CEILING CONSTRUCTION: i }- 2 • NEW ROOFING AS NOTED O C Z • 1/2" GDX PLYWD SHEATHING (BLOCKING ® ALL - PLYWD SEAMS) •� .Y N • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS >1 U OVER 8' INSTALL "X" BRIDGING ® CENTER OF c =3 (O SPAN,U.O.N) I PROVIDE 3" (MIN) CONC. COVER • MIN. OF R-49 BATT INSULATION OF ALL REBAR WITHIN P. GONG. O � Lo FOUND. WALLS d P. GONG. F'TG'S. PROVIDE STRAPPING $ NAILING -1 N Q AS PER CONNECTION 'D' IN Q o o O TYPICAL EXTERIOR WALL CONSTRUCTION (TYPJ: , � I � � , �� �� � �� TYPICAL NAILING/STRAPPING n 1 PROVIDE INSULATION REOUIREMENTS FOR UPLIFT, uJ O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) EXIST. BETWEEN CAVITIES „ • UPON I/2" GDX PLYWD. SHEATHING (BLOCKING ® ATTIC SHEAR, d LATERAL RESISTANCE II II II II II 2 II II II II PER ENERGY TABLE ON PAGE 0-005 ® EA. STUD. ALL PLYWD SEAMS) (WHEN APPLICABLE) • 2"xb' STUDS ® I6' O.G. w/DBL. TOP PLATE 2 • R-21 BATT INSULATION EXIST. ROOF TRUSS FLOOR SYSTEM AS NEW(2) 2"x6" P.T. SILL PLATES • 5/8" GYPSUM BD. WALL FINISH ® 24' O.G. (V.I.F) UPON SILL SEAL UPON COPPER NOTED ON PLAN ONEW SIDING NOTE (TYPJ: TERMITE SHIELD e — `� I. INSTALL NEW VINYL SIDING TO MATCH EXIST. INSULATION TO BE INSTALLED GJ AS PER PLAN 2."TYVEK" HOUSE WRAP (OR EQUAL) PER TABLE ON PAGE "0-002" w U 5.INSTALL ALL AS PER MANU. SPEC.'S CEILING JOINS TO BE V.I.F. pp g x U NEW 5/8",P HOOKED ANCHOR 4.PROVIDE ALL NECESSARY TRIM FOR a BOLTS ® 59" O.G. w/3" SQUARE (I 1 m PROPER INSTALLATION W L_LJ 5. SIDING SHALL EXTEND TO TOP OF Q WASHER b ENONUT FOUNDATION WALL _ _ U�j HALL 8 4 10 X T- 1 ASPHALT DAMP 4—J OTYPICAL FLOOR CONSTRUCTION: DEN WET-BAR t BEDROOM Q d w #4 HOOKED VERT. r- ° .,(��, PROOFING TO EXTERIOR I. FINISH FLOORING TO SELECT o o '� REBAR® 48" O.G. I G 3" P. GONG. SL GRADE 2. 5/4" T4& GDX PLYWD. 5UBFLOOR GLUED 4 SCREWED o e d, II 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' 1 INSTALL 'X' BRACE ® MIDSPAN p pp ° e a .i IB 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST r �#44HI" „ °IX_ ( IFLOOR AND FOUNDATION) -5 - - --- - - - -- i ' 5�IG-�O_NT R o 5. SPRAY FOAM AT RIM JOIST F.F I Q - BOTTO IMI OF WALLII (2I'TdTA-Q 11 FJ AS PER PLAN FJ AS PER PLAN COJIMI G. 0UN6. ' . 41000 051)N . CONT. FG. II; - I�IOO�sI) - II ” -HO NT,C�NT R BAR— I_ PR OV GLEAN COMPACT FILL i I I I SEOTION I -I/A-501 I FOUNDATION NALL 17)F-TAIL SCALE: 1/4" = P-O" A-301.00 SCALE: 3/4" z w O U Qw 5/4"xb" P.T. o 2 p P.T. DECK JOISTS AS DECK BOARDS z IL- < NOTED ON PLANS - Lu O-15/4" x REOV H f90 Y Q ° HEIGHT P.T. RISER EXTERIOR SHEATHING AS } U (51N. 4" BETHEEN/21, TO SELECT) OF 2'x B K 5/4"xb" P.T. PER SECTION NOTES Q m X I-I/2" SQUARE BALUSTER LOG ING ® EA. DECK BOARDS PROJECT: SIDING MATERIAL A5 / R SECTIONO5 STRINGER TO MATCH SIZE OF P.T. DECK JOISTS CA R I TA BUILDING PAPER d HOUSE WRAP 51MP50N H2.5A RAFTER EXIST. STUD WALLAI TO FULLY OVERLAP FLASHING TIE (OR EQUAL) FASTEN STRINGER TO BLOCKING (MIN. 6 A D D I 1T I O 1 5/4"xb" P.T. DECK FASTENERS) "Z" FLASHING BOARDS i• 5/4'x6" P.T. DECKING trYPJ_ _ _ riosir� � I.O.N. ON PLAN/ 2"xl2" P.T. STRINGERS ® I6" I _ - GAP FOR SEGTION/DETAILS) DRAINAGE O.G. (MIN. 5 STRINGERS ® 4" THK. x 8" WIDE x WIDTH 10185 OREGON RD. � EA. STAIRWAY) �• OF STAIR P. CONG. PAD (2) 142"(P HOT DIPPED GALV. CUTCHOGUE N.Y. 11935 I - J BOLTS ® EA. POST w/OVERSIZED -- P.T. D.J. A5 _ Z _- W — ASHERS E3 END NUT PR0RED 2"xb" P.T. BLOCK IN BETWEEN PER PLAN cV INTO BEAM, POST,DECK TIE d NOTE: RIM BOARD A55EMBELY ALL DECKING SHALL BE FASTENED X EA. STRINGER. FASTENED TO DRAWING TITLE: = w/COATED DECKING SCREWS BY m< P. GONG. PAD w/ IQ/64" x METAL DTT DECK TENSION _ P.T. BEAM A5 NOTED 'DECKr 5-1/2" CONCRETE 5GREW5 BY (�Z JOISTS A5 PER PLAN FASTENED w/(2) "Z" TIE BY 'SIMPSON' (oR � ¢ SOLID BLOCK ® 12" O.G. MATE (OR EQUAL) "GALIBURN" (OR EQUAL) - MIN. BUILDING SECTIONS 5/8" 0 x 5" LONG HEAVY DUTY GAL. FLASHING EQUAL) (2) SIMPSON DJTI4Z (U 1/2"41 H.D. GALV. THRU 10' MIN. C (5) SCREWS PER BLOCK LAG BOLTS ® 16" O.G. INTO MUD SILL d RIM BD.;WHEN ® FOUND. WALL FASTEN COUNTER DECK JOIST TIE o BOLT w/OVERSIZED WASHER GRADE GRADE w/(2) 5/5"41 x 5" LONG APPROVED FLASHING P.T. DECK J015T EA. POST 6 END NUT PREBORED INTO - MASONRY ANCHORS ® 16" O.G. AS PER PLAN P05T 4 DECK J015T TIE "SIMPSON" ABA44 EXIST. FOUNDATION WALL ® COLUMN BASE ry 4"x4" P.T. POST PAGE: GRADE �. EXTERIOR MOOD STAIR DETAIL 2 LEDOER OONNEOTI ON DETAIL 12"<D 'SONOTUBE' FILLED II -301.00 SCALE: 3/4" = - AtSOLID w/P. GONG. lsoUA-301m00 -301.00 SCALE: 1" = 1'-0" (MIN. 4,000 PSI) p z i DATE: 05/27/22 10 OF 11 o 0 -D Af? EXTERIOR V�IOOD DECK DETAIL �� ,( M p ��� F-301.00 �� SCALE: 3/4" a C) N � Z$i C.i+. 'c✓ r NF Q cl W J v w LO 'O^ W •� 0 r O af I r v � c*4 O O -t � .L O +- Lo a 4- C:) � o Q� U � 4� m T IL U � Q PROVIDE"ABESco FPZOO FR 4"FRESH AIR VENT EXPANDING FOAM'(OR EQUAL) J AT ALL PENETRATIONS IN FIRE J Q J L THROUGH ROOF RATED WALLS AND k NOS FLOORS/CEILINGS. PRODUCT ALL PLUMBINS WORK 3" CONFORMS TO ASTM E 814, SHALL CONFORM TO ASTM E 64,AND UL 14?9 LOCAL PLUMBING CODE I I I -- 1 I EXIST,FULL BATH EXIST.FULL BATH EXIST,KITCHEN 2" FU_ ATH-- ---_--- EXIST.FULL BATH EXIST.FULL BATH EXIST.KITCHEN PROP.FULL BATH �. LE6EN0 - -T ------T---1-- �I- -� ( I I ALL LPLUMBIN&WORK LAUNDRY WET-BAR HOT WATER ------ -- -- I I I I I I PROF. IFROP. SHALL CONFORM TO F-----�SUPPLY I I I I I I I j I I LAUNDRY I WET-BAR LOCAL PLUMBING GODS COLD WATER I 2"I I I 2"I I 12" 1 2.1 I 12" I I �.._.._..�SUPPLY I 2"I I I 2"1 I I I 2"i I CLEAN OUT t I I I I I I I g I AS REO'D F 12" 12" I I I IQ 1 �414 O I Q° 12. I I I I 5 I I 3" I 5 EXIST.P.A.I.TO �_ Q4 I I 3 � I i ; I I 5 I I x Q j I PROVIDE 6 FOAM" OR ISG FIR AL FLOOR REMAIN � I �; J 1 I �� J I .� � p� I �rt J .; EXPANDING FOAM'fOR EQUAU WC. WF. Wim. DRAIN 3t I3:1 ; I W.G. !; I .J W.G. �I IJ I� IAT ALL SHOWER I_ I I 1 -� I I I 2 TRAP " .J SHOWER I zl L 1 n \ I .J I 'n IJ Iv R IED /CEALLS PENETRATIONS IN FIRE =1 RATED WALLS AND 1 i I I DW SHOWER - I- 1� ry � \I Iry In SHOWER Iwtstez � cyI�1 11.1 -- —�� —1 I _ _ N DW —I I 1. CONFORMS TO ASTM E 614, G.O. 2 3" 3. '✓. ----------L' — — �=-------1 ---_-- ---J-------� ----_— -- ASTM E b4,AND UL 14.19 C.O. L.._.._.._.._.._..f_.=..J.._.._.I_.._.._.._.._.7— I_.._..i.._.._.._.._.._.._..r...._.._..-._.-_. j____ G O. CONN ECT TO I' 4" EXIST.WATER I I 4,HOUSESUPPLY SYSTEM I I I MAIN DRAIN C.O. i i j j �TOPRIVATE a 4- TO SEPTIC g ;QJI SYSTEM ..� j z u U i W WATER FILTRATION N SYSTEM ST. O ESE101- ILER w Q 0 PROJECT: CARITA ADDITION FL.UME31 NO RISER - r7)RA I N / NASTE / VENT FLUME31 NIS RISER - SUPPLY CU10185 OREGON RD. TCHOGUE, N.Y. 11935 50ALE: NTS 5r-,ALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-lo 1 000 DATE: 05/27/22 11 OF 11 ?,ED ARCM po y w< < ., 0