Loading...
HomeMy WebLinkAbout48780-Z o�SUfFOI/rcoG Town of Southold 8/17/2023 y;t` P.O.Box 1179 o • 53095 Main Rd y�jol �,ao 411 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44463 Date: 8/17/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2000 Aldrich Ln,Laurel SCTM#: 473889 Sec/Block/Lot: 125.-1-2.19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2022 pursuant to which Building Permit No. 48780 dated , 1/23/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Anderson,Ross of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48780 6/7/2023 PLUMBERS CERTIFICATION DATED 8/9/2023 than manelli A h rized i ature TOWN OF SOUTHOLD �o�SOEFoI�.�oG ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • o�fi 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#: 48780 Date: 1/23/2023 Permission is hereby granted to: Anderson, Ross 34 E 64th St New York, NY 10065 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2000 Aldrich Ln, Laurel SCTM #473889 Sec/Block/Lot# 125.-1-2.19 Pursuant to application dated 12/14/2022 and approved by the Building Inspector. To expire on 7/24/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $438.80 CO-ADDITION TO DWELLING $50.00 Total: $488.80 BLhWing Inspector ho��pF SO!/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 o sean.devlinC�town.southold.ny.us Southold,NY 11971-0959 'Q �yCOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Ross Anderson Address: 2000 Aldrich Ln city:Laurel st: NY zip: 11948 Building Permit#: 48780 Section: 125 Block: 1 Lot: 2.19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: 390 Operating Group License No: 35594ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors 4 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 41 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect Switches 36 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Hood, Micro, DW, W/D Notes: Two Story Unfinished Basement Inspector Signature: Date: June 7, 2023 S. Devlin-Cert Electrical Compliance Form S1 I Town Niall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� Southold,NY 11971-0959 Q - BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG - 9 2023 S 1 BURMING.DEPT. TOWNr;Ir. Fol-In;f i.,.,r CERTIFICATION { Date: .2 i Building Permit No.A 7 40 Owner: Tea 0/y i (Please print) Plumber: r1094e`l� J (Please print) E I certify that the solder used in the water supply system contains Iess than 2/10 of 1% 1 lead. 1 I p-\ (Plumbers Signature) Sworn to before me thisgg day of 0 S- , 20'�2, j CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 Notary Public,. County 1 I 1 oF SoUTyOlo Ll&1&0 ,4l cj._1_r4e_e1_. L•, k * TOWN OF SOUTHOLD BUILDING DEPT. urm, 631-765-1802 i INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION '-VAELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OK DATE INSPECTOR ho�apFSOUTyO� -. - -- -- - - # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. V'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: A z A"Id fiIn b, i(\ o v DATE 3 INSPECTOR •�'1(�J OF SOUTyOIo U" * TOWN OF SOUTHOLD BUILDING DEPT. \ 631.765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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 REM RK l DATE (0/6110 YINSPECTOR �o�apFSOUTy�Io qq 7 ?o # # 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: hL I i Q' c✓' fv 1 Q c� c/4 o-� tis DATE �`� C c7 INSPECTOR qIR -? i�fo AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(516)214-0160 Design + Build June71h, 2023 JUN 1 4 2023 AMP Development 2000 Aldrich Lane Laurel NY To Whom It May Concern. Based on my inspection at the above address the framing and insulation was completed per the architectural plans and NYS Building Code.There was additional framing below the window sill added against the existing wase line to reinforce window will & header. Please contact ou r office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP �,�q,F,D A 0,4,� 100 Sze r r 0, 4C)r3 !; 10 ® Nil Page 1 of 1 iELD INSPECTION REPORT DATE COMMENTS FOUINDATION (IST) g ------------------------------------ FOUNDATION ----------------------------------FOUNDATION (2ND) O V �V vV 5 ; ROUGH FRAMING & — a PLUMBING -- r INSULATION PER N, Y. - STATE ENERGY CODEOK s (O FINAL y ADDITIONAL COMMENTS R-S, --6 P+ O C 035 - z.l 2 �p.�.` a;t S. a0 I ec R-P-ca 1 x 3 82 m _(���3 � �C L G(�•�Q � �' a S<,Ff l0 K �o� ooGy�t TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY.11971-0959 oy • o�ti,4 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny_gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only .&7�' D PERMIT N0. �819Building Inspector: DEC 14 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDINGDEPT applications will not be accepted. Where the Applicant is not the owner,an TOWNOFSOUIHM Owner's Authorization form(Page 2)shall be completed. Date:12/14/22 OWNER(S)OF PROPERTY: Name:AMP Development LLC scTM#s000-125-1-2.19 Project Address:2000 Aldrich Lane, Laurel NY 11948 Phone#,:631-603-9092 Email:aportillo@amparchitect.com Mailing Address:P.O BOX 152 Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia AMP Architecture Mailing Address:P.O BOX 152 Mattituck NY 11.952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: TErnail: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure iOAddition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: [i]Ot he r Two Story House w/Attached Garage,Proposed Interior Renovation,Proposed Covered Front Stoop,Existing Shed to be removed $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AUNC this property? ❑Yes ®No IF YES, PROVIDE A COPY. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm.water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitt y(print (ChA I �arO�b j � authorized Agent ❑Owner Signature of Appl' ant: Date: STATE.OF NEW YORK) S: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate.Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her nowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. ' A. BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 L Qualified In Suffolk County Lday of�'�-�-moo,( 20 Commission Expires 01/13/20 Notary Public PROPERTY.OWNER AUTHORIZATION (Where the applicant is not the owner) I, Xq46A1'/ ��<�l�d residing at Ld,t� , I I�_I� do hereby authorizeAM �rcrVli�-2 U�� to apply on my behal to the Town of Southold Building Department for approval as described herein. s gnature Date Print wner's Name 2 IL. ING DEPARTMENT- Electrical Inspector FEB 11 '2023 TOWN OF SOUTHOLD . Town'- Annex-54375 Main Road - PO Box 1179 ;,- 60ILDINGDEPT Southold, New York 11971-0959 '� . . . � . 'M04®FS®U Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD_southoldtownny.gov- seandCcrb_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 390 OPERATING CORP. Electrician's Name: PAUL BLANCHET License No.: 35594-ME Elec. email:390OPERATINGCO@OPTONLIN E.NET Elec. Phone No: 631-589-0535 E]I request an email copy of Certificate of Compliance Elec. Address.: 1371-7 CHURCH STREET BOHEMIA, NY 11716 JOB SITE INFORMATION (All information Required) Name: Address: ;A �Q ' Cross Street: Phone No.: 631-589-0535. Bldg.Permit#: I ZO email: 0y� Ijy�Q .hey Tax Map District: 1000 Section: Block: ot:. 0 BRIEF, DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I, O,Lkv\d V, coom S - I Imo\(i� >eccvq y a 16 J bakNl1VX-)c Square Footage: d5iDO Circle All That Apply: is jtiu ready for inspection?: YESVNO NO RG"Vg T-In Fn Do you need a Temp Certificate?: YES Issued-On Temp Information: (All information required) Service Size C1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect,_jUnderground❑Overhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: ' PAYMENT DUE WITH APPLICATION Z(- 2 3 Fa&ola YA C - �0:3 92 I P ' rl go h 6 I� �I IL ING DEPARTMENT-Electrical Inspector FEB 2021TOWN OF SOUTHOLD Town : ( Annex- 54375 Main Road - PO Box 1179 BUVINGOF-PT Southold, New York 11971-0959 q Telephone.(631),765-1802- FAX (631)765-9502 rogerr(cr-southoldtownny.ciov– seand D_southoldtownny.aov . APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: Company Name: 390 OPERATING CORP. Electrician's Name: PAUL BLANCHET.., . License No.: 35594-ME Elec. email:3900PERATINGCO@OPTONLINE.NET Elec. Phone No: 631-589-0535 [Z]I request an email copy of Certificate of Compliance Elec. Address.: 1371-7 CHURCH STREET BOHEMIA, NY 11716 JOB SITE INFORMATION (All Information Required) Name: AtAP Address: —) , �( Cross Street: Phone No.: 631-589-0535 Bldg.Permit#: 44 email•4 O_o L11 •vle Tax Map District: 1000 Section: O Block: ot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �tW a A ° > A Square Footage: C� Circle All That Apply: Is job ready for inspection?: YES VO Rom ' -In Final Do you need a Temp Certificate?: 1 YESO Issued On Temp Information: (All information required) Service Size C1 Ph[--13 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Fiood Reconnect[]Service Reconnect LjUnderground❑Overhead # Underground LateralsF-1 2 M H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH'APPLICATION ZI 1 pec j b3 g21 l P H. W-1 go PERMIT # Address: Switche . Outlets GFI's S Surface Sconces !,p H H's UC Lts Fans Fridge I HW Exhaust Oven ^ -,11, i WHO , Smokes � ) I I pW Mini Carbon Micro J Generator l I Combo .I 3 Cook-top AC - AH Hood Service Amps Have Used Special: Comments SITE PLAN HATCH KEY: 4� PROPOSED COVERED STOOP 100.00' ' FL EI �d Q 554'05'00"E - LLj OF 14 7 L, 'f J i Ca IV I F:7iL H I EXIST. SHEDS I --V m TO BE REMOVED Q I N a--+ a 1 i I 0 - O ° L 7 APP OVED AS NOTED I Ll i cu X N - - -, 1 O DATE: '-� B.P.# - - _ aQ� I ' I _ FEE: � cv; I ' EXISTING m -� O � � NOTIFY BUILD:NG, D;:F ARTMENT AT I �� PATIO I �� �� ��� : F A O E <E� 1 � N � c>3 � 765-1802 8 AM TC) = I'M FOR THE I f I / Q a O FOLLOWING INSPEC i %� ,: EXIST. I.G. ------ 1 �_�� PROJECT LOCATION & SCOPE _ _ _ ___ _ -i�i�OPOSE:D INTERIOR RENOVATION •®� I. FOUNDATION - TV,,0 ;FC UIRED 1 29.0' POOL 27•°� SITE PLAN & ZONING DATA j -PROPOSED COVERED FRONT STOOP FOR POURED Gv'':;iETE 60' REAR YARD SETBACK 2. ROUGH - FRAMING tx PLUMBING 1 3. INSULATION 1 I''i -EXISTING SHEDS TO BE REMOVED - - GENERAL NOTES 4. E C - PLET TRUR CN MUST �s002 •�� BE COMPLETE FOR C.U. - ALL CONSTRUCT!,"-i i :N s.BALL MEET THE I �'� - _ _ ` ENERGY TABLE � .� REQUIREMENTS OF THE CODES OF NEW I � U- o- EXISTING 48 �' STRUCTURAL DESIGN CHARTS U YORK STATE. NOT RESPONSIBLE FOR ������� ���� , n 'i DESIGN OR CONSTRUCTION ERRORS. 1 i FENCE � GATE � 1 FRAMING GRAPHICS (D BEAM CONNECTION PATTERNS -�-J j. W -- COMPLY WITH ALL CODES OF FIREBLOCKING DETAILS NEW YORK STATE TOWN CODES o I PROJECT / ZONING DATA AS - ---- STRAPPING, & NAILING DETAILS �- I- TAS MAP # -__•� ----____ 1000-125-I-2.19 --=I --- ----- -- REQUIRED AND CONDITIONS OF �r I I `� I - 0 •®0 PROPOSED DEMOLITION PLANS U n.tea-,. ZONING DISTRICT AG-NG a. 1 ID �U Inv B LOT AREA - - - 0.9 ACRES .I c ; ES GofO- ONE FAMILY DWELLING W/ NO. Z-17205 ; Oa/18/1955 iIATTA -- CoFO - ACCESSORY Y- INO A- 102 .00 PROPOSED FOUNDATION PLAN --. -- - - - - ��- NO. Z-27567=-=02/25/2001 SWIMMINGCPOOL W TH FENCE _----- � 1 0 OCCUPANCY OR I I FEMA FLOOD ZONE X USE IS UNLAWFUL 1 m 1 SINGLE FAMILY H.S. REF. NO. a7-50-234 07/27/lata PROPOSED FIRST FLOOR PLAN �t- 0 .00 WITHOUT CERTIFICATE I I - - --------- 1 i i 1 ----- --- -- - - - -- -- - I - - EXISTING EXISTING N �/ HABITABLE GROSS OF OCCUPANCY I I I - - -•_--_ _ =SPACE - AREA _ - - - - - --- - -- I 1 BASEMENT AREA 0 S.F. 1217 S.F. At 10-4.00 PROPOSED SECOND FLOOR PLAN FIRST FLOOR AREA 1,250 S.F. 1,770 S.F. RETAIN STORM WATER RUNOFF 1 SECOND FLOOR AREA 1,075 S.F. 1,075 S.F. PURSUANT TO CHAPTER 28G I PROPOSED EXTERIOR ELEVATION OF TF11E TOWN CODE. -- _-- _= TF11E _ --- 520) .0® i P 1 - i AREA TOTALS S.F. S.F. DESIGN DETAILS =I-R P05EP --- • -PROPOSE D -- ABLE PLUMBII C�: • I I SPACE AREA _ ALL PLUMBING WAStE I BASEMENT AREA --- --- _--- O S.F. _- -_ 1,217 S.F. - - ------ ' &WATER LINES NEED,- ;-' I �- - -- - ---- ---_- - �-- �® � O � .CSO � DVV1// WATER SUPPLY RISER � Tt&ING BEFORE COVERING- 1 1 FIRST FLOOR AREA 1,230 S.F. I,TTO S.F. S RISER SECOND FLOOR AREA 1,075 S-F. I,oT5 S.F. PLUMBER CERTIFICATION 1 1 AREA TOTALS S.F. S.F. ON LEAD CONTENT BEFORE .-- --- . CERTIFICATE OF OCCUPANCY _ SOLDER USED IN WATER w ~ I - - - -- --- -- -- --- -- -- - - - -- J�1-- --- -- - z ' i SDUTHOLD TOWN GODS 280-20? (A)(I) SUPPLY SYSTEM CANNOT � '� `� I LOT SIZE / AREA IN 40,000.0 10,000.0 ALLOWABLE TOTAL EXCEED 2/10 OF 1%LEAD. I ° IQ 4 -- _- ---- F 0, - _ --- -- OFA - ! �, EXCESS OF 30,000 S.F. S.F. GFA (d) LOTS CONTAINING UP TO 'I 5,100 S.F. I I � it" to 1 40;000 S.F. _=-� - MAX. ---- -- - _-- -_ -- ----_ NOTES � SfEG I F I GATT ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION,CONCRETE. AND MASONRY ABBRE V I AT I O I�4S I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 8 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT IS THE C IA ALL TIMES. I RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. FOARD �(INSUL. INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK " BFE BASE FLOOD ELEVATION INT. INTERIOR IZ 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS $Y EXPERIENCE, MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 8" MIN. FOUNDATION EXPOSURE. A&ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR - , Q ' " GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL BLDG. Ru -][K��K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT - W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2 xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/SO. FT., U.O.N. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS W cu Af 'LIGASLE BUILDING DEPARTMENT. I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS - _l 2. ALL CONSTRUCTION SHALL SE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE,UNLE55 B.O. BOTTOM OF MAX. MAXIMUM (y) ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED _ a 4-+ (V STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MECH. � MEGHANIGAL "C PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMI-051TE LUMBER, 5. WALL5 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES S. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOTTOM OF WALL MIN FLOORS, ROOFS, AND WALL5. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. . MINIMUM O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 ��ORTH AMERICAN VERTICAL DATUO88 DATUM OF Ig +-� of 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, i }' � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. (V z O OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED COL. COLUMN ��NYG BG NEW YORK CITY BUILDING CODE i 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS,61RDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED _ --- a .� V WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS 1 O.G. ON CENTER c x CV SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -- - WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. DBL. DOUBLE �OGG. OCCUPANCY a-.+ Cl. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONORETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE O � m L0 DFE DESIGN FLOOD ELEVATION ��PBFE PRELIMINARY BASE FLOOD ELEVATION N �-+ b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qg. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 _ � Q f6 UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N. Q O a Q 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED 11. CONC. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH - BEFORE THE START OF FRAMING ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER �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 PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ELEV. ELEVATION P.T. PRESSURE TREATED 10. OWNS ILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD 1-JOIST5, THIS (1) WALL TIE PER (3) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED L R/$U DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 1 CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, - APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING RI RISER 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 1 J AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM �T- PERMI5510N FROM THE ARCHITECT. r l UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NG STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER v �- A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS,STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE Ib. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES n 1 RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 8'-O". 6oVERNIN5 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENCINEER. NO FAR FLOOR AREA RATIO BTL. STEEL W SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 1 , 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE AL50 PAGE 1F.A.V. FRESH AIR VENT S.V. SMART VENT T 6-003. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIES USING PREFABRICATED 1-I. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - -- = 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED -- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS + RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV� FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE:. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL IT PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. FLOOR JOISTS � TRK. THICK c Ig. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. IO" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. l TOP OF WALL AND ORDINANCES. GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK _ IG,. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A IG," SPAN. WALLBOARD, A5TM 037 SPECIFICATION FOR GYPSUM LATH,OR ASTM 079 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE I FLOOD RESISTANT CONSTRUCTION ELEVATION �Tr TREAD SPECIFICATION FOR GYPSUM SHEATHING BOARD. THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TVP. TYPICAL ^` COMPLETION OF PROJECT. AS PER PAGE 6-003. I.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x -MINIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 3 3'-0" BELOW GRADE. FRPR. [FIREPROOF O.N. UNLE55 OTHERWISE NOTED Q 17. THE CONTRACTOR SHALL IND20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. AROHITEOT/EN51NEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTG. FOOTING VERT. VERT(GAL AGAINST ALL CLAIMS, DAMAOF-5, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.& STRUCTURAL PANELS: 6LA55 WINDOWS AND DOORS ----- -- _ _ __ ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE,LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.&.1. PLYWOOD. PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 2. 6LAS5 DOORS AND WIINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 1H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND CLEARANCES AR.E PROVIDED. ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER SO., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD 1 WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO 00A ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR 3. ALL 5LIDIN6 CLASS DOORS,SKYLIOHT5, AND ANY 6LAS5 UNIT INSTALLED -- -_ 11 CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WITHIN I5" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OP: ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. UNLESS OTHERWISE NOTED. - - _ BE LIABLE REGAR.DLE55 OF WHETHER OR NOT IT IS CAU5ED IN PART BY A A. TRU55 JOIST MCMILLIAN IAE MICROLAM HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER.. S. GEORGIA PACIFIC 2.OE G-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOABD USED IN STRUCTURAL IONS SHALL MEET MANUFACTURER'S SPECIFICATIONS. I8. ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION INCLUDING A. TRUSS J015T MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED C. RE TO E C REFULLWORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT 5, ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- U5E PANELS OR ENERGY CONSERVATION CONSTRUCTION CODE. INSULATION y� I I y ' i I I I a , A LI SURE THEY ARE IN ACCORDANCE WITH THE TI ANS FROM SPECIFICATIONS, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. I� I� I� M APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS,OR ENTS AND SPECIFICATIONS OF WILL NOT 1 C PERMITTED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARGHITf`GT/ENGINEER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL PROPOSED DESI C N CODE PRESCRIPTIVE VALUE 111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 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 SOLID SAWN RAFTERS SHALL EVALUATION REPORT. COMPONENT COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 VALUE CITATION (PER '2020 NYSECGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIg4.1 CELLULOSIC EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR I WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. Cl. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH MAX. U-VALUE = 0.32 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE U-VALUE = 0.25 CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF IMAX. AIR LEAKAGE = 0.30 GFM/SF YES 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE4 SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE: � MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, _ - - - -- 22�PROVIDE FIREBLOGKING AS PER NEW YORK A0CE551BIL1TY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 2541 OF THE ACTUAL DEPTH. BORED ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA,AND EGRESS (PS- I), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL CEILING R-VALUE R-4q BATT INSULATION MIN. R-VALUE = 4q HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS ASSET FORTH IN APPLICABLE CODE EVALUATION REQUIREMENTS. PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY _ _ _ ' UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE - - - COPYRIGHT PROTECTION ACT O'F IggO (AWCPNOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION.A), WHICH HAS SEVERE PENALTIES. TEMPERED GLASS. EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL R-21 BATT INSULATION YES 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, II. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 d 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME S 18.2.1 SOUARE AND GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE - - - CON5TRUGTION;SSTD 10-qg AND 2018 550 HIGH WIND EDITION WOOD FRAME: SPECIFIES THE R.EOV NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). MISSILE TEST OF ASTM ElgIb AND ASTM E098b AS MODIFIED BY 2020 NY5 80 MIN R-VALUE = Iq ~ SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET FLOOR R-VALUE R-30 BATT INSULATION YEc,. Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING PER TABLE R402.1.2 - CLIMATE ZONE 4 w I. A CONTINUOUS LOAD PATH ESETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLOOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEAWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME 518.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). AN51/DASMA 115. R - - - HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. U 2. APPROVED CONNECTORS, AIVGHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF TBG SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN A THICKNESS OF NOT THANANDA SPAN OF NOT MORE THAN SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, BE PERMITTED AS GLAZZININ G PROTECTION. PANELS SHALL $E PRECUT AND D ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN6 BUILDIN6 CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES,CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE STEEL OR HOT DIPPED GALVANIZED.°i 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT AREAS SHALL BE STAINLES w EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ~ 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STR.UGTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. Ib" GAGE ARE SPECIFIED, MINIMUM A5TM A653,STRUCTURAL QUALITY, ON THE BUILDING0 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE. R3O I .'7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC $ GEOGRAPHIC DESIGN (CRITERIA AND AT LEAST ONE STUD A1" EACH SIDE OF OPENING. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ - PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. PLUMBING TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD _ GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED " SENT PLATE 8' LONG I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT(OW)RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 w/6" RISE k w/(2) 1/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. STRUCTURAL MEMBER ALLOWABLE gA51G WIND SPEED 130 MPH . . AMP DEVELOPMENT LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET b DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE G-003. 2PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURESDEFLECTION RENOVATION RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ---- -- SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. ASPHALT ROOFING SHINGLES AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION L/180 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING AND AT BASE OF VERTICAL WASTE PIPES. 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48" AND EVERY SHINGLES OR APPROVED EQUAL. MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY $ 16" WITHIN 4' OF EXTERIOR CORNERS. 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 2. SHINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLE55 OTHERWISE WOOD5GR.EWS (INCH SERIES). FOOT. INTERIOR WALLS 4 PARTITIONS H/180 WEATHERING 5E`VERE 2000 ALDRICH LANE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 5. GENERAL TRAP AND WASTE 51ZES A5 FOLLOWS,UNLESS OTHERWISE NOTED: FLOORS a PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-O" LAUREL NY 11948 OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CONNECTIONS: - DISH WASHER.........................................2" PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - KITCHEN SINK........................................2" ALL OTHER STRUCTURAL MEMBERS L/240 $OLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MA50NRY 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - LAVATORY...............................................2' TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - SHOWER/TU$..........................................2" DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. - TOILET.......................................................3" EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 TGE BARRIERREQUIRED 'r ES GENERAL NOTES 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - LAUNDRY ................................................2" SPECIFICATIONS. BY "SIMPSON" MANUFACTURER. - FLOOR DRAIN..........................................3" EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE GORES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" I. ALL NEW WORK PERFORMED �5HALL CONFORM TO THE 2020 NEW YORK INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL THROUGH ROOF. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 b. CORRO51ON RESISTANT 11 &AGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK PERMITTED LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" 7, PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d STATE ENERGY CONSERVATION CONSTRUCTION CODE. DRAIN COCKS AS REQ'D. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW _ 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PROTECTION. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 2:12 PITCHES TO 4:12 PITCHES WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL DESIGN LOADS PAGE: CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. WITH BACK FLOW PROTECTION. (AFdPA) AMERICAN WOOD COUNCIL (AWG). THE SEALANT TO UPLIDFT FORGES USING ASTM D 6381. - - G-002m00 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL USE LIVE LOAD [DEAD LOAD 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE GYPSUM WALL BOARSPECIFICATIONS OF THE PRODUCT BEING INSTALLED HEALTH DEPARTMENT STANDARDS AND REGULATIONS. PLUMBING CODE. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR EXTERIOR BALCONIES 40 psf 15 psf 4. ALL MECHANICAL WORK SHALL CONFORM TO THE: 2020 NEW YORK STATE COMPOUND METHOD. ARCHITECT TO CONGEALMENT OF PLUMBING. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS GORE. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE558. ALL CONNECTORS SPECIFIED ASA "SIMPSON" TOP MOUNTED BEAM II. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING GORE. DECKS 40 psf 15 psf 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC OTHERWISE NOTED. WATER RESISTANT (WR) AT BATHROOMS AND WHERE HANGER SHALL BE ALLOWED TO 8E SUBSTITUTED WITH A TOP MOUNTED NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DATE: 2/07/22 2 OF 9 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION DEEMED APPLICABLE. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. NOR ANY POTENTIAL DAMAGE THEREOF. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CONSTRUCTION CODE. 3. 5/8", ONE HOUR RATED,TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET ELECTRICAL: ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING I. ALL NEWLY INSTALLED ELEOTRICAL WORK OR APPLIANCES SHALL CONFORM EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE ATTICS WITH STORAGE (MAX CLEAR HOT > 429 20 psf 15 psf CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. ENERGY CONSERVATION CONSTRUCTION CODE. R 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDGES SHALL BE 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING, ROOMS 40 psf 15 psf FCED ���� r. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS COMPLETION OF WORK. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SLEEPING ROOMS 30 psf 15 psf �� 2 �o 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - GENERALLY,VERIFY OR PROVIDE HARD WIRED c' STAIRS 40 psf 15 psf ALL OPENINGS. SMOKE DETECTORS w/ BATTERY BACK-UP IN: 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PACE 6-003. A. EACH SLEEPING ROOM GUARDRAILS AND HANDRAILS 200 psf 15 psf B. OUTSIDE OF EACH SEPARATE SLEEPING �T 037QO�� Q� AREA IN THE IMMEDIATE VICINITY OF 12 psf FOR ATTIC MECHANICAL, FUEL 6A5: �O THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. F NE 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE NYS MECHANICAL CODE AND FUEL GAS CODE G. EVERY LEVEL OF DWELLING (BASMENT,FIRST FLOOR, b SECOND FLOOR,ETCJ *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-I6 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) NAIL NC/STRAFE I NO @ W I NDON/DOOR HEADER CONNECTION PATTERN SCHEDULE NOTATION: CL A - NUMBER OF bd NAILS 0 EA. END OF 5TRAPPIN0 (2018 WFGM,TABLE 5.1,P. 189) Q B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (200 WFGM,TABLE 3.256,P. 291) CPATTER�N DESCRIPTION 0 G - NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER(201b WFGM,TABLE 5.250,P. 292; ALTERNATE AS PER TABLE 5.25D,P. 295) W -- D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER 0 EA. SIDE (2)ROWS tod NAILS m 12.O.G. Wcc A D (2018 WFGM,TABLE 5.1,P. 189) (3)ROWS lOd NAILS o 12"OG _I m NUMBER OF JACK STUD5 0 EA. END OF HEADER(201b WFGM,TABLE 5.22F,P. 288) B . . E - NU — " G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE 18 c: a CV (DOES NOT APPLY TO DOORS) (20WFGM,TAB .b LE 5 ,P. 19D 1) G if D ROWS I/2^m BOLTS• 12'O.C.STAc�ERED� �� JI BL.� L=NDS J _ D (2)ROWS I/2" BOLTS• Ib"O.GO . B m — >' E- ��(2)Rows v2•m BOLTS•24"o.c. � � N Z � FASTENING SCHEDULE B (2)ROWS 5-5/8"TRUSSLOGK SCREWS o 12'O.G. F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS F 0- '— Ln ,[ (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) SCREWED ON(U SIDE OF MEMBER C6 r.. S (2)ROWS 3-3/8"TRUSSLOGK SCREWS o Ib'O.G. C � A SCREWED ON(I)SIDE OF MEMBER O Q 0 a--� 1 NOTATION H (2)ROWS 5-3/a^TRUSSLOCK SCREWS a 24'O.G. A B G D E F G m SCREWED ON(I)SIDE OF MEMBER 4-J d-J cu L0 ROUGH (2)Rotas s"TR1155LOGK SGREWlS m 12'O.C. - Q OPN6 Fs ON BOTH SIDE OF MEMBER Q K�(2)ROWS 5'TRU55LOOK SGREIWS o Ib'O.G. 2'-0" 2 I I I I I SGRENED ON BOTH SIDE OF MEMBER � (2)ROWS 5'TRI155 SIr SCREWS•24'O.G. 4'-0" 4 I 2 2 2 � SCREWED ON ROTI!SIDE OF MEMBER " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 NOTE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) I.BEAMS d HEADERS NOT NOTED WITH GONNECT'ION PATTERN ON PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER 7 2 3 4 4 4 E CONNECTION PATTERN 'B'WHEN 10.OR LARSER 2.WHEN SGREWINS OR NAILINS FROM BOTH SIDES OF MEMBER- OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER FA U •- (D NA I L I NO FATTERNS FOR SIDE LOADED BF_AMS 0c . FLUSH BEAMS) 4__j m FASTENING RECOMMENDATIONS FOR 51DE-LOADED, MULTIPLE-PIECE MEMBERS r , I NAILED' I BOLTED' v c I IIII 2 ROWS Ibd L5F_lij0_PG Ibd 2 ROWS JS• 2 ROWS ' 2 ROWS ' COMMON :1 MMON BOLTS a 24' BOLTS BOLO 12'O.G.° 'O.G.° O.G.STI66ERED� 012-0.0. TWO ROWS 12"O.G. THREE ROW5 12.O.G. r n BEAM SELEGTION w/ 5TD. NAILING 7 �/� FASTENING SCHEDULE A , AS NOTED IN NOTES s b " ^ � " I.TOP AND BOTTOM Rows SHOULD BE 2•FROM ED6Es NOTE:: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS Q 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STASSERED TWO ROHy5 6"O.G. (SEE PAGE (5-005 FOR STRAPPING AND NAILING REQUIREMENTS, FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EMEND THROU&H THE FULL THICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND NUT. O O O O O © O O © O AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 5.STA66M EACH ROW OF FASTENERS BY 12'. 0 (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. S.r-OUK-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO -- ----- BOTH SIDE OF THE MEMBER DE5CRIPTION FASTENER SPEC. FASTENER AND QUANTITY SPAG I NG b.VALUES FOR NAILING GOWJEGTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4.O.G.NAIL SPACING. -- STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: ROOF $ GE I L I NG FRAMING 1.2 ROw5 OF 16d COMMON NAILS 02'O.G)FOR DEPTHS 12'OR LESS 6.5 ROWS OF Ibd COMMON NAILS 02'O.CJ FOR DEPTHS OF 14',16't I6'. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST GONSTRUC./T I ON DETAILS WIND LOAD FATS# C.,ONNEGT I ON DETAILS GEILIN6 JOIST TO PARALLEL RAFTER(FACE:-NAIL) SEE PAGE 0-005 EACH LAP GEILIN6 JOIST LAPS OVER PARTITIONS(FACE-NAIL) 9-I6d COMMON EACH LAP NOT TO SCALE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-005 PER TIE BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END KING STUDS WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAIL) :2-16d COMMON ' PER FOOT WOOD JO I S O WOOD JO I5 CRIPPLE STUD TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE BLOCKING JOIST HANGER HEADER z STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. GIRDER/HEADER HEADER TO HEADER (FAlCE-NAIL) I6d COMMON Ib" O.G. ALONG EDGES WOOD GIRDER JACK STUDS TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD WOOD JOIST O - . O BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT 141 ENDJOI5T, or BLOCKING (FACE-NAIL) iLi FLOOR FRAMING JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION D JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST PROJECT: BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END AMP DEVELOPMENT BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END BLOCKING TO SILL or 5-I6d COMMON EACH BLOCK R E N OVATI 0 N RAFTER TOP PLATE (TOE-NAIL) O LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST WALL STUD WALL STUD BOTTOM PLATE BOTTOM PLATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-bd COMMON PER JOIST BATHTUB - SUB FLOOR - - 2000 ALDRICH LANE BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER JOIST DOUBLE JOIST U DOUBLE JOIST --O TOP PLATE LAUREL, NY 11948 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON ' PER FOOT DRAWING TITLE: - -- WALL STUD FRAMING GRAPHICS ROOF SHEATHING O BEAM CONNECTION PATTERNS STRUCTURAL PANELS: INTERIOR ZONE bd COMMON b EDGE / 12" FIELD FIREBLOCKING DETAILS PERIMETER EDGE ZONE s bd COMMON 6" EDGE /b" FIELD DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION STRAPPING, & NAILING DETAILS GABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 4" O.G. UP TO 9" RAKE OVERHANG PAGE: CEILING SHEATHING WIND RESISTANT �ONSTRUC.,T I ON C.,ONNEr_..TORS GYPSUM WALLBOARD r 5d COOLERS T' EDGE / 10" FIELD CONNECTION LOCATION: PART NUMBER: NOTES: G-003mOO I RI DOE-TO-RAFTERS 0520 @ 21" APPLY TO EACH PAIR OF RAFTERS WALL SHEATH I NO RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 12/07/22 3 OF 9 STRUCTURAL PANELS bd COMMON b" EDGE / 12" FIELD 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD RAFTER-TO-PLATE H8 Or H2.5 APPLY TO EACH RAFTER FLOOR SHEATHING (SUBFLOOR) PLATE-TO-WALL STUD 0520 @ 0 APPLY TO EACH WALL STUD '. 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56" APPLY TO EACH WALL STUD ��¢ED A&C,y STRUCTURAL PANELS: - ,p `I M P /J. I" or LESS: bd COMMON 6" EDGE / 12" FIELD HEADER-TO-JC AK STUD 0520 @ 12„ APPLY TO EACH JACK STUD GREATER THAN I": IOd COMMON 6" EDGE / 12” FIELD CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD o 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 51DEWALL END ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FpR EXAMPLE, IF WALL SHEATHING IS NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REOUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR WRAP UNDER DOUBLE SILL PLATE -9 0374flg O ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. IST. FLOOR-UNDER-SI LL PLATE 6520 �� 2 - WW HEN ALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF (USE WITH 3 SQUARE WASHERS) OF NE's NAILS SHALL BE PERMITTED TO BE REDUCED TO I-IGD NAIL PER FOOT. s - FOR ROOF SHEATHIN& WITHIN 4' 0F THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' 0N EACH USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. USED. (5ENERAL`FERAL 5 I ts-150L <E*"-,r : : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT CIL WOOD FRAME (L.O. STL. Q WHEN APPLICABLE) EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 5TL. WJ HEN APFLIGABLE) W cuW \I NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL V a � WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL O � 67 POST FOR b" WALLS), U.O.N. 0 NEW 2-HR FIRE'. RATED _ WOOD FRAME 1.6. STL. O c: CV z O WHEN APPLICABLE) a •� Lr) Ir- c: 2 X n N O O O 4-J O mZ' N O co Q � � � o \ - --J / \ EXISTING STEPS TO BE DEMOLISHED Y •rn CLvn,/ W DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. TEMPORARY SHORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS $ GIRDER PER DEMOLITION PLAN 3 PER DETAILS. 2.REMOVE EXIST. GIRDER. 5.INSTALL NEW C71RDER PER PROPOSED PLANS;SECURE EXIST. FLOOR JOISTS TO NEW GIRDER. 4.REMOVE TEMP. POSTS d 61RDERS. EXISTING WINDOWS TO BE REMOVED EXISTING WINDOWS EXISTING WINDOWS TO BE REMOVED TO BE REMOVED EXISTING DOORS) j 6" STEP - TO BE REMOVED / DN. EXISTING BATHROOM TO BE DEMOLISHED 1 EX15r. I 1 u Ir 11 ALL BASEBOARD HEf�TIN6 -L__=J ALL BASEBOARD HEATING - / BATHROOM I r l i 1 N TO BE REMOVED I TO BE REMOVED w �fl —\ I N a I I I Q III I / \ I I I X T ALL BASEBOARD HEATING Z W Q I LLJ TO BE REMOVED I I I II aQ t011 I \ I IIS EXIST. Qw �z III I \ \ �\ -i/ _--� I O EXIST. DINING I I��JI�� I wa 1 -�__] �__J i^ \\ � J v p KITCHEN i =- 1 \ -L-- - ROOM I -- 136 S.F. I FL vU EXIST. \\\ I ---- I\I\i pl �� n ---- EXIST. 1365.F. I --- J L - -� EXIST. GL. \\� I -------- - W I r \�/i I / I I '�--- BEDROOM � �_� DEN EXIST. 1 / II EXIST. 163 S.F. lel S.F. I I CL. 1 / II GL. ALL EXISTING CABINETS, __fT I L_ PLUMBING FIXTURES 4 EXISTING WINDOWS -____ f - APPLIANCES TO BE REMOVED EXIST.EX15T. TO BE REMOVED EXISTING BATHROOM w 505 S.F. d CLOSETS \ I� 7 I TO BE DEMOLISHED \ EXISTING DOOR(S) I I I I EXISTING DOOR(S) \ TO BE REMOVED PROJECT: I I I EXISTING DOO S) 1 TO BE REMOVED I I I I EXISTING DOORS) TO BE REMOVED \ TO BE REMOVED =____ - - EXIST• EXIST. AMP DEVELOPMENT 1 __ z GL. GL. __�_____- RENOVATION III I II I II EXISTING WINDOWS III 1- 1 / I I I \ III 1 TO BE REMOVED I EXISTING WINDOWS I \\ % I N 4=====j III TO BE REMOVED w \ / II �/ L EXIST. \ III 1 III X I III / 11 LAUNDRY \\ \ II I 1 II w / EXISTING DOOR(S) II I EXIST. /_��n� ROOM I 1 �� �„ / TO BE REMOVED I I EXIST. EXIST. I RM \� J al II EX15T. MASTER - O III GL I _i LUI I I EXIST. II BEDROOM , i li \i 11 EXISTING DOOR(S)- 00 ALDRICH LANE III ALL BASEBOARD HEATING HALLWAY 1 I I I GL. EXISTING GARAGE DOOR z I II 296 S.F. # TO BE REMOVED LAUREL NY 11948 III TO BE REMOVED I TO BE REMOVED Lu Uj< 1 II I ® ® EXIST. EXISTING PWDR. ROOM TO BE DEMOLISHED ALL BASEBOARD HEATING tt1 EXIST. III EXIST.ROOMING G\r EXIST. ___ _____________________________ DRAWING TITLE: TO BE REMOVED BEDROOM Ii��EX15TINO F - 187 S.F.ALL BASEBOARD HEATING \ WINDOW(5) 271 S.F. TO BE REMOVED EXISTING CLOSET � ' \ TO BE REMOVED PROPOSED DEMOLITION PLANS i FLOOR � 1 TO BE DEMOLISHED 1 1 BASEBOARD HEATING EXISTING ENTRY EXISTING DOORS) 1EXIST. [TALL O BE REMOVED EXIST. r CEILING TO TO BE REMOVED BE DEMOLISHED III BEDROOM ---- Q 1'72 S.F. D. PAGE: m i� II EXISTING WINDOWS EXISTING WINDOWS 1 TO BE REMOVED I I - TO BE REMOVED - - - - --- A-101m00 II EX15T. ri EXISTING WINDOWS) - EXISTING WINDOWS) EXISTING WINDOWS) TO BE REMOVED TO BE REMOVED TO BE REMOVED -- I = -- ------ DATE: 12/07/22 4 OF 9 _ _- ---— EXIST. 5T°OP PROPOSED SECOND FLOOR DEMOLITION FLAN I N-EXISTIN5 I L J STOOP TO BE DEMOLISHED SCALE: 1//4" I I L__ J PROPOSED FI RST FLOOR DEMOL(TION FLAN �SM Agcy'.* , �C� pry SCALE: 1/4" = 1'-0" - 90 031403 Q 9TF OF NE`�� (5ENERAL 5)0001�BOL= <EY : _ EXISTINcS TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. Q WHEN APPLICABLE) EXISTINcS TO REMAIN D NEW WOOD FRAME (L.O. F--� NEW FOUNDATION WALL w STL. WHEN APPLICABLE) u NEW I-HIR, FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q ;4' N WOOD F=RAME (L.O. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O POST FOR 6" WALLS), U.O.N. _ -0 O NEW 244R FIRE RATED , >: (D WOOD F=RAME (L.O. 5TL. 0 O N Z p WHEN APPLICABLE) a • Ln � X (11 0 O O 4 Om �-' T— FOUNDATION PLAN NOTES N OU) CC O FOUND $ POETS FOR WD. DECK: Q or- (D WD. P.T. POST 4 P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP.) FOR WOOD STAIRS 6 GRADE: O2 4" THK. P. CON0. PAD &" WIDE x REQ'D LENGTH UPON W 6" GRAVEL UNDER 2"x12" P.T. STAIR 5TRIN&ER5 ® m n MAX. 16' O.G.,U.O.N. (MIN. 5 5TRINOERS) Q TYPICAL LEDGER BOARD 6 EXT. DECK: OB I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS - 2. SECURED w/(2) 5/8" 0 x 5" LONG H.D. GAL. LAO BOLTS ® i6" O.G. U 5. INSTALL H.D. OALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING $ vi+WWi BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL I I EXIST MECHANICAL: I I IO EXIST. OIL FIRED BOILER To REMAIN - RUN HOT WATER TO AIR HANDLERS IN BASEMENT AND ATTIC U /�ODIFIED STEPS CENTERED ON EXISTING LOCATION i I I </11 nV lJ I I W I l I I CI (CEXI5TIN6 STRUCTURE TO REMAIN I I I I I I I I I I I I I I I I I I I I I I BOILER 10 tL- LL Ot) OU X O X w EXIST. x 6ARA6E SLAB BASEMENT ABOVE w (12) r a" UP UNHEATED- -UNFINISHED- w O 113" CLO. 10 Q Q U H6HT. < (3772" DROPPED o- 1 x DRO-f:7 — — lil F- Q in l PROJECT: i AMP DEVELOPMENT RENOVATION Ix X � N^ 2000 ALDRICH LANE x LAUREL, NY 11948 XO w DRAWING TITLE: X - i w PRESSURE TANK o OIL PROPOSED FOUNDATION PLAN $WATER -cv TANK OTREATMENT000 OO 3 PAGE: N ry I d F:fl wa ■ ®NEW(2) 2"x10" P.T.z ® — I 2 In;+d DATE: 12/07/22 5 OF 9 0 10 1/4"=1'-0" PROPOSED FOUNDATION PLAN 5 20 R�©ARC rFy� f O S.F. HABITABLE SFAGE; 121-7 S.F. GROSS AREA SCALE: I/4" = I'-o" 0374,13� 0 F P1E OEI ERAL= I I " IBOL KE"*-r : : EXI5TIN6 TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. Q �-i EXISTING TO REMAIN WHEN APPLICABLE) Q Lu .a{ NEW WOOD FRAME (L.6. �r NEW FOUNDATION WALL w �---i C>3 5TL. WHEN APPLICABLE') _j MIN. (2) 2"x4" STRUCTURAL NEW I-HR FIRE RATED ® � � LN P05T FOR 4 WALLS WOOD FRAME (L.6. 5TL. 0 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C POST FOR b" WALLS), U.D.N. _ -6 C09 NEW 2-HR FIRE RATED , _ WOOD FRAME (L.6. STL. O N0 O WHEN APPLICABLE) a •� Ln - X N O O O 4-+ ' 0c Z (9 FLOOR PLAN NOTES -J N O Lr) DOOR NOTE: Q a: O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS 5.INSTALL AS PER MANU SPEC.'S 6.PROVIDE (2) 2"x8" HDR.,U.O.N. T. SEE PAGE 6-005 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 8 RAILING NOTE: I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" Tr - RI5ER5 SHALL BE CLOSED -2" 2. 42" HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO ALLOW PASSAGE OF A 4" IV SPHERE; 36" HIGH HANDRAIL d SPINDLE SPAGIN6 NOT NEW LATTICE SKIRTING x n 1 TO ALLOW PASSAGE OF A 4" (P SPHERE AT DECK iu `(f z 3. 6RIPPABLE RAIL AS PER CODE 4. RAILING TO BE WOOD _ • SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 2 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR r , HARD WIRED TO EACH OTHER w/BATTERY BACKUP. - v 2.INSTALL ALL AS PER MANU. SPEC.'s 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR MODIFIED STEPS CENTERED IN COMPLIANCE WITH LOCAL CODE ON EXISTING LOCATION < ■-/n� VJ OWINDOW NOTE: n 1 I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN W CASEMENT,DOUBLE-HUNG,OR GLIDING(AS NOTED); INSTALL AS PER MANU. SPEC.'5. FOR Q SUBSTITUTIONS, SEE'. NOTE #G IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT WINDOWS - ALL CSMNT NNDW5 SHALL HAVE STRAIGHT ARM HIN,SE WHEN 2.IF DOUBLE HUNG - ,ALL DBL. HUNG WNDWS TO BE TGE SKIRTING TILT WASH AT DECK 3.ALL 6LAZIN6 WITRN IS" OF FF TO BE TEMP. 6L. 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"X10" HEADER U.O.N. EXIST. EGRESS NOTE: DECK IN COMPLIANCE WITH NEW YORK STATE BUILDING NEW LATTICE SKIRTING 80-7 S.F. CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF AT DECK 5/4" DECKING EORE55 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM TYPICAL BATHROOM NOTE: O I. WALL BOARD I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ALL BATHROOMS 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND TUB 5URROUND5 2. 5HOWER FLOORS 4 55035 2 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 5'O"WX3'S"H PIG. 2 xb O v O v 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT ---- - ---- (2)TWI832 1 b" STEP X O x O DN. TOWARDS DRAIN) UPON 1'10"WX3'5"H D.H. cv cV 4 (2)TW2646 2.3. WATER PROOF MEMBRANE TO COVER SHOWER o PANEL OPERATES FLOOR,WRAP DRAIN 4 ATLEAST 88" UP WALLS _ - X X NEW LAUNDRY ROOM: EXISTING SLIDER LOCATION O I. NEW WASH /DRY HOOK UP 0 72 1.7 SXx6 ,,SLVDR DR. - 2 2 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s W 51ZE OF EQUIP. 2'-0' 3'-b"�� 8'-O" 1U 3.PROVIDE HOOK UPS AS REO'5 PER MANU. Q Q v Q 4 Q ' 05(0- I nl 0- O p O 7- z.,6"x8'-O" v m V U m 3 z DRYER EXHAUST NOTE: O O R°`NPROP. INING a '� z I. DUCT SHALL TERMINATE TO EXTERIOR 3 HOOD WS LAND r1_ RO M X ' - U - `� w 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY 10"7 F. lu 0 s O O v .p MODIFIED v x 0 x 0 l iv 2 OPENINC75 3.DUCT SIZE AS PER MANU. EXISTING ,-__ I G DEN . N U 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER BILGO DOORS _ 165 S.F. ® N 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN I } PROP. } X EXIST. X CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO dn11 KITCHEN in 3 w GARAGE w a: CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM o ISG 5.F. 505 S.F. SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO o O G d z EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I a J -UNHEATED- SHALL w =I � -UNFINISHED- IN -UNFINISHED IN ACCORDANCE WITH UL 2158A. 13 _ O nj -� �- 6.EXHAUST OUGT5 SHALL BE MIN 0.016" THK RIGID 30" w UPPERS N 24" Qr v p METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RE 01 PANTRY O ¢ NEW 7'H x 12'W OVERHEAD RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST - - 0 5 2 xb z DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2 I."r5"XG. " LVL HDR. 0 BARN DOOR GARAGE DOOR scREWS 2'--rye"-�! 6' o" 6'--r° 2¢x68 alsM/co -- _ Q PROSECT: ?. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Fr"�' MODIFIED 4 LOCATION TO THE IrIALL OR ROOF TERMINATION. THE 4 ^ z 4 MAX. LENGTH OF cliE DUCT SHALL BE REDUCED 2.5 I I ) O 2 xb MODIFIED LAUNDRY XIST O v AMP DEVELOPMENT FEET FOR EACH 45' BEND AND 5 FEET 'FOR EACH GO° X z �/ v BATHROOM I ,n U I m BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES w 4 8'O" CLC. x - F tY NOT INCLUDE THE TRANSITION DUCT. Q H6HT -TILE- ry "4 UPPERS COUNTER 28 68 / \ I ry RENOVATION -t SF V' 6 O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 EXIST. HALLWAY ® 7'-4" 8'-0.. BENCH I a_j v ul I / / \ I W w a �w t w 2000 ALDRICH LANE NEW FLOOR: O I. NEW J,, PLYWOOD SUBFLOOR BENEATH (GLUE s 5CREW); a EXISTING RETURN to w LAUREL, NY 11948 SCREW PERIMETER OF 5HEATHING 4" O.G. 8 12" O.G. ® - EXIST. INTERIOR. EXIST. LIVING - O �Y�+ 1 CL. 2.NEW 2-1/4" RED OAK FLOOR FINISH. H.O. TO VERIFY ROOM - DRAWING TITLE: FINAL COLOR AND MATERIAL SELECTION BEFORE - 271 S.F. r + 2 CENTER ON EXISTING ODOR LOCATION INSTALLATION EXIST MECHANICAL_ G w F $ PROPOSED FIRST FLOOR PLAN 10 EXIST. OIL FIRED BOILER TO REMAIN - RUN HOTm Q I ^ EXIST. WATER TO AIR HANDLERS IN BASEMENT AND ATTIC ry a O I �'J BED1'72 00M I 0 a O ,Vir./ 5M/CO "d G ANDERSEN STRAI6HTLINE I X � to SPECIFIED EQUAL LIGHT W a I PAGE: GRILLE PATTERN I m EXIST. 4 CL. �Y 4A-:103m00 AESLD AEHID AESLD 1068 3068 1068 TW264b TW2646 = PROP. d) .0 TW2b4b TW2646 2'8"WX4'cI"H D.H. 2W'V4X4'a"H D.H. COVERED x 0113 2'8"WX4'G"H D.H. 2'8"WX4'G"H D.H.IN DATE: 12/07/22 6 OF 9 `r FRAME STOOP NEW (2) 2"x10" P.T. z O V A-201 T4 zlu° 01 eaSD ARC'Si 0 10 1/4"=1'-0" PROPOSED FIRST FLOOR PLAN s 20 1,250 S.F. HABITABLE Si�,4GE; I,��O 5. ROSS ARESCALE: I/4" _ -O" - : A �y 037445 .,t,� T�0F 0 0ENERAL 5 I tN�50L <E"',r : : ----{{ EXISTING ?'O BE DEMOLISHED NEW PARTIAL HEIGHT - -I WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 05TL. WHEN APPLICABLE) / W W cz J \I NEW I-HR F=IRE RATED MIN. (2) 2"x4" STRUCTURAL \I V Q ;i--' N WOOD FRp%ME (L.G. STL. WHEN APPLICABLE) ® POST FOR 4" WALLS _ (MIN. (2) b" STRUCTURAL c O O ) 2"x POST FOR 6" WALLS), U.O.N. Z >: (9 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. O WHEN APPLICABLE) CL cu Lo O N 2: X :3 N 0 O O 4-J FLOOD: PLAN NOTES � O m -Z; Lo co C N D co DOOR NOTE: (DI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALL5 5. INSTALL AS PER MANU SPEC.'S IL 6.PROVIDE (2) 2"x8" HDR.,U.O.N. 7. SEE PAGE 6-003 FOR ALL OTHER FRAMING ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. OSTAIR 8 RAILING NOTE: 2 I. ALL NEW STAIRS SHALL HAVE MAX. &-1/4" Rf $ MIN. IO" Tr - RISERS SHALL BE CLOSED 2. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" -P SPHERE; n , 36" HIGH HANDRAIL b SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE 3. 6RIPPABLE RAIL AS PER CODE 4. RAILING TO BE WOOD SMOKE DETECTOR / GO DETECTOR NOTES: O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE /CARBON MONOXIDE COMBINATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INSTALL ALL AS PER MANU. SPEC.'S 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE < •���//'�� VJ OWINDOW NOTE: Ah 4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN CASEMENT,DOUBLEHUNG,OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PACE 6-002 IF CASEMENT WINDOWS - ALL C5MNT WNDWS SHALL HAVE 5TRAI6HT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH 1�\ 3.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. b'-4" 6'-5" 6'-4" - 4.5EE PA6E 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"X10" HEADER U.O.N. WI82 O 4'-6' TWI 214'-6" TWI8210 (2)TW263I0 10"WX3'I" D. 1'10" 31"H H. 1'10"WX3'I"H D.H. 2'8"WX4'I"H D.H. EGRESS NOTE: --- -.,---- -IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R31C.2.1;THE FOLLOWING MEANS OF 6'-O" NEW( 1 x HDR E&RE55 SHALL BE FOLLOWED: 4 - z m OW�w _ _---_ NET CLEAR OFENINS........... 5.7 S.F. _= w m 5 O NET CLEAR HEIGHT............... 24" MINIMUM __ (D L3 61- " NET CLEAR WIDTH................. 20" MINIMUM SFfOHER TYPICAL BATHROOM NOTE: O I. WALL BOARD - - - x 6'-l0" MODIFIED � 8 m � I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN BATHROOM 2 0 O 5 ;n ® EXIST. Aw - ALL BATHROOMS 12. INSTALL GOiQGRETE BOARD IN ALL SHOWERS AND PROPOSED 1 -TILE- �9 BEDROOM 3 - -- ---=_-_ --- -- TUB SURROUNDS - WALK-IN i d 3 163 S.F. - -----�- - LOSET - --- 2. SHOWER FLOORS T � I � - 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 8 SM/GO - - - - - - 2.2. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT cV cv - TOWARDS DRAIN) UPON 3 _ - 2.3. WATER PROOF MEMBRANE TO COVER SHOWER -----__--__-- FLOOR,WRAP DRAIN 8 ATLEAST IS" UP WALLS ly 7'S" CLO. 1: SM/GO HGHT. 26_x6& p-iNEW LAUNDRY ROOM: I= 2x6 ----_-- -- O I. NEW WASH /DRY HOOK UP Ix 60x68 SLDR - _--- ` 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s .t x Iry REPLACE PULL-DOWN _ - w/SIZE OF EQUIP. 3� � ATTIC STAIR EXIST. EXIST. 3.PROVIDE HOOK UPS AS REQ'S PER MANU. 4 " w NATURAL VENTILATION 3 - Z FLOOR t j 60x68 SLDR - N DRYER EXHAUST NOTE: 254 S.F. SM/GO - - ¢ 8 - -,- - -- Z 1. DUCT SHALL TERMINATE TO EXTERIOR AREA .9 W IO I \ / I 2 xb 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY S.F. REQ. S.F. PROV. OPENINGS ' - 3.DUCT SIZE AS PEF:MANU. s LIGHT 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER Q,D 20.3 S.F. 21.7 S.F. V (✓ v 5. TRANSITION DUCTS SHALL NOT BE GON"EALED WITHIN GONSTRUGTION. FLEXIBLE TRANSITION DUCTS USED TO REQTD 102 S.F. 18.3 S.F. T #- SM/GO -- ® ® CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM A a EXIST CIL T. U= - SHALL BE LIMITED' TO SINGLE LENGTHS, NOT TO N z MODIFIED -�� EXIST. ?' WW - -- _.,- EXCEED 8 FEET AND SHALL BE LISTED AND LABELED R BEDROOM 2 c c BEDROOM 4 IN ACCORDANCE P4ITH UL 215&A. l�= Ix 6.EXHAUST DUCTS 51-4ALL BE MIN 0.016" THK RIGID w N (MASTER) 187 S.F. - - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS X �ry 254 S.F. RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUSTIt _ Z _ DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL V N F_ SCREWS z o PROJECT: 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I I Ip LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 i i o i i AMP DEVELOPMENT FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0" m BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - NOT INCLUDE THE TRANSITION DUCT. 6 4'-0" KNEE WALL 4'-0" KNEE WALLI RENOVATION a- gO ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 4' _ 2000 ALDRICH LANE NEW FLOOR: TW2436 _._- --T2436 TH2456 (� I. NEW q" PLYWOOD SUBFLOOR BENEATH (GLUE 9 SCREW); - �2'S"Wx3'9"H D.H. 2'WS"Wx3'9"H D.H. - -2'S"Wx3'4"H D.H.- LAUREL, NY 11948 SCREW PERIMETER OF SHEATHING 4" O.G. d 12" O.G. ® -- INTERIOR. ---- - - 2.NEW 2-I/4" RED OAK FLOOR FINISH. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE DRAWING TITLE:_- - -_ INSTALLATION EXIST MECHANICAL: _ PROPOSED SECOND FLOOR PLAN 10 EXIST. OIL FIRED BOILER TO REMAIN - RUN HOT - WATER TO AIR HANDLERS IN BASEMENT AND ATTIC PROPOSED SECOND FLOOR FLAN 5 20 1,0-15 S.F. HAE31TABLE SPAGE; 1,015 S.F. GROSS AREA SCALE: 1/4" = I'-O" PAGE: A-104m00 DATE: 12/07/22 7 OF 9 L D A&Cy ` 5 i 10 03744Cw 0 f ra��a EZ-VATION NOTES (D HATCHED AREAS INDICATE NEW WORK (T'rF.) < TYPICAL ROOFING: Lu I. SEE NOTE AT BUILDING SECTION FOR MINIMUM Lu CONSTRUCTION STANDARDS CONSTP cu 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION < 4-J c\j PROVIDE CONCEALED FLASHING AT ALL ROOF ; @) INTERFACES. C 0 >: NEW SIDING NOTE (TYPI O Z CO0 I. INSTALL NEW 13�)ARD 4 BATTON 0 CV Lo 2."TYVEK" HOUSE WRAP (OR EQUAL) m 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER c: X :3 CU INSTAL] ATION r 1 0 0 0 4-J 5 SIDING SHALL EXTEND To TOP OF FOUNDATION WALL Ll Lu M -Z (.0 6' H.O. TO VERIFY FINAL COLOR AND MATERIAL 0 4-J 4-J SELECTION BEFORE INSTALLATION cm d cc Lf) c: 0 2 d NEW ALUMINUM SEAMLESS GUTTERS $ DOVqN5FOUTS; @) H.0 TO VERIFY FINAL COLOR 4 MATERIAL LL SELECTION BEFORE INSTALLATION NEW WOOD FRAME STAIR -0 4 5 n 1 0 (a) 4—) M c F.F. �--4H7777� WINDOW NOTE: I. ALL GRILLE PATTERNS SHALL BE 'MODIFIED 0� COLONIAL' OR 'MODIFIED COLONIAL WITH SIMULATED MEETING RAIL'. NEST ELEVATION (FRONT) SCALE: 114" = 1'-0" EPDM RUBBER ROOFING TYP- ROOF CONSTRUCTION PER MAN. SPECIFICATIONS (SEE SECTION NOTES) SIMP50N' H:2.5A 12 RAFTER TIE 1/4 F- 7- NR.R. AS PER PLAN toul tu OLUm-OO m 5/4"xb" P.T. MIN. 4" BETWEEN WOES OF DECK BOARDS P.T. DECK JOISTS AS FASCIA BOARD <lu 1-1/21, SQUARE BALUSTER NOTED ON PLANS EXTERIOR SHEATHING AS zOn (STYLE TO SELECT) PER SECTION NOTES 5/4" x REOV z HEIGHT P.T. R15ER BEAM AS PER Lu SIDING MATERIAL AS R PLAN PER SECTION NOTES SIMPSON H23A RAFTER TIE (OR EQUAL) 5/4"xb" P.T. \cr — — — — — — — 0 BUILDING PAPER $ HOUSE WRAP TIE BOARDS NEW "SIMPSON" LU526 EXIST. STUD WALL TO FULLY OVERLAP FLASHING 5/4"xb" P.T. DECK 2"x BLOCKING a EA. "SIMPSON" P064 GALVANIZED JOIST BOARDS STRINGER TO MATCH SIZE (FOR 5 FLY BM) HANGER OF P.T. DECK JOISTS "SIMPSON" B052-2/4 7" FLASHING (FOR 2 FLY BM) 5/4"xb" P.T. DECKINO (U.O.N. ON PLAN/ FASTEN STRINGER TO OAP FOR SECTION/DETAILS) BLOCKING (MIN. 6 DRAINAGE (2) 1/2"0 140T oippEv &ALv. FASTENERS) BOLTS 0 EA. POST v41 OVERSIZED P.T. D.J. AS WASHERS 4 END NUT PREBORED (rryp) PER PLAN cV INTO BEAM, POST,DECK TIE 4 2"xI2" P.T. STRINGERS a 16" PROJECT: RIM BOARD A55EMBrzL--( 4" THK. x 5" WIDE WIDTH OF STAIR P. CONC. PAD O.C. (MIN. 5 STRINGERS a P.T. BEAM AS NOTED I EA. STAIRWAY)) METAL OTT DECK TENSION SOLID BLOCK a 12" O.C. AMP DEVELOPMENT JOISTS AS PER PLAN FASTENED 1,4/(2) Z TIE BY SIMP50N' (OR (2) 51MFWN DJT14Z (1) 1/2"(P H.D. OALV. THRU 2"xb" P.T. BLOCK IN BETWEEN 5/0" 0 x 5" LONG HEAVY r->UIY GAL. FLASHING DECK JOIST TIE 0 BOLT N/OVERSIZED WASHER EA. STRINGER. FASTENED TO x NOTE: P.T. P057T AS EQUAL) EA. FOIST t END NUT PREBOR.EP INTO P. CONC. PAD H/ Icl/64" x < ALL DECKIN& SHALL BE FASTENED RENOVATION LAO BOLTS, a 16" O.C. INTO MUD SILL 4_ 5-1/2" CONCRETE SCREWS kq/COATED DECKINO SCREWS BY PER PLAN RIM 50.;WHEN 0 FOUND. WALL FASTEN COUNTER P05T 4 DECK J015T TIE "y "DECK MATE" (OR EQUAL) wl(2) x 5" LONG APPROVED FLASHING P.T. DECK JOIST "SIMPSON" ASA44 "CALIBURN" (OR EQUAL) - MIN. MASONRY ANCHORS a 16" O.G. AS PER PLAN a COLUMN BASE (5) SCREWS PER BLOCK '10" MIN. 4"x4" P.T. POST 2000 ALDRICH LANE EXIST. FOUNDATION WALL GRADE GRADE ii GRADE — LAUREL, NY 11948 NOTUBF- LEDOER CONNEOTION DETAIL SO12"0 'SOLID wl ' FILLEP P. GONG. u P05T BASE PER (MIN. 4,000 P51) Z POST SIZE DRAWING TITLE: SCALE I I -011 EXTERIOR MOOD STAIR 1�)ETAIL PROPOSED EXTERIOR ELEVATIONS IA-201.0 P.T. DECKINO SCALE: 5/4" = 1'-01' DESIGN DETAILS F.T. D.J. AS PER PLAN rfEXTERIOR MOOD DECK DETAIL PAGE: IA-201.00l SCALE: 3/4" = 1'-0" q. COVERED FORC/H DETAIL 20minOO IA-201.001 SCALE: 5/411- 1= 11 - -011 DATE: 12/07/22 8 OF mf Af? M. �x < 37 op N CL Q c) W W J (y) N Of O Lr) O � � +_+ } C9 O CV z O a- co LI) p O O 4--+ CV 0 � CV O Lr) Q a: O W 4-J 70 U •— U D 4-J m - + U c Q •— (L (a) tLotL 0 4" FRESH AIR VENT O O 4 J `THROUGH ROOF v O 3 i Q X1 TAIR • r------ HANDLER Q I I I 1 I I MODIFIED FULL BATH 2 MODIFIED FULL BATH I I I I MODIFIED FULL BATH 2 MODIFIED FULL BATH 3 a -- ___ NOTE: r---2„- a I ALL PLUMBIN6 WORK ALL PLUMBING a O _ --T--- -I- r I I I O I SHALL CONFORM TO O FUEL OAS WORK O r 2"I 2"1 „1 2”I 1 I O I LOCAL PLUMBING CODE O SHALL CONFORM I 1 1 Z' 1 2"I I I IL I ( � I IL TO LOCAL p I I I I I I I PROVIDE "ABESCO FP200 FR 1 zz 2" I I I 1 Z. 1 1 EXPANDING FOAM" (OR EQUAL) Q 94 I 14 I I I 14 3 0 FUEL 6A5 FLUMBINOCODE a U I I I I AT ALL PENETRATIONS IN FIRE v I 1 : v I U LEGEND O I RATED WALLS AND z� 13 I 13 �� Iv m 1 X4 x I v v W.G. 3 I� K I W.G. - Iu 1 W G• 1 W G• I FLOORS/CEILINGS. PRODUCT 1 = I O 1 1= = 1 1= = I .0 = I j= HOT WATER PIPING PENETRATIONS: I- I- I I- 1 I CONFORMS TO A5TM E 814, N 1= SHOWER N I N I n m N 1= SHOWER N I m F-------{ I5HOWER I I �I N - Q - �I ry Z ry SUPPLY I. PROVIDE "ASE500 FF200 FR .NB I I ASTM E 54,AND UL 14"19 i -I_j�� -I I I I - EXPANDING FOAM" (OR EQUAL) 2" „ I I L-' L: --- -----=--- ----------- -- _--� GOLD WATER AT ALL PENETRATIONS AT WALLS 3 L.._.._.._.._. _.._.r.._.._.Z.._.._.._I.._.._..-l._.._.._.._.._.._..�.._._ ._..I_..r.._.. _ _ SUPPLY AND FLOORS/GEILIN65. K 1 I 2.PRODUCT CONFORMS TO ASTM E MODIFIED FULL BATH I RELOCATED MODIFIED = I I I 814,ASTM E 84,AND UL 14.19 I PROVIDE "ABESGO FP200 FR KITCHEN LAUNDRY NOTE' n I I I EXPANDING FOAM' (OR EQUAL) ALL PLUMBIN6 WORK I MODIFIED FULL BATH I RELOCATED MODIFIED 1 j AT ALL PENETRATIONS IN FIRE ____ _ - SHALL CONFORM TO I KITCHEN LAUNDRY Q, -r--�___- _- --------- 2" LOCAL PLUMBING CODE a0 I I I FFLLOOR5/TED HALLS L N65D PRODUCT p RELOCATED MODIFIED p� LAUNDRY r--_-- 2 1 1 12 O I I I CONFORMS TO A5TM E 814, O KITCHEN 1 I 2 I I GLEAN OUT IL I I I 1 ASTM E 84, AND UL 14"19 IL EXISTING FREIE ti- 1 „ I 1 1 3" AS REO'D ~ I I :Q I O 1 I H STANDING 120 d I I I I w I Q4 I I X 1 Q 1 GAL. PROPANIE a I 1 I S EXIST. F.A.I. TO IL TANK I W. REMAIN I I 13 X 1 �v W.G. =1 10 - X I I o 1 1 RANGE W ISHOWER I- 1 12.. 2.. iv1 1= SHOWER til �N m cvl I� iv 1 IQ I jwAsl+ER -1 - p ----'----------L - -- - ---- - ------------ 1 ----- G.O. _.._.._.,_..�.._.._.._..�.._.. - I EXIST. 6A5 G.O. CONNECT TO j I EXISTING FREE SUPPLY 411 EXIST. WATER I I I 5TANDIN6 275 4" HOUSE SUPPLY SYSTEM I - - - -F - 1 GAL. OIL TANK MAIN DRAIN G.O. TO PRIVATE Q I I WELL � z w z 4" Lu TO SEPTIC 1/2" HW__ I SYSTEM -- ' _ — ' N PROJECT: Q IST. I I AIR N AMP DEVELOPMENT HANDLER EXIST. X EXIST. BOILER BOILER RENOVATION 2000 ALDRICH LANE FLUME I NCC RISER — DRAIN / NASTE / VENT FLUME31 NC RISER — SUFFLY CAS RISER — SUFFL.Y LAUREL, NY 11948 SCALE: NT5 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101000 DATE: 12/07/22 9 OF 9 � .?,ED ARD c�`� m 03740 yC74' 0F NEj'l