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HomeMy WebLinkAbout47333-Z o�SUFF TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47333 Date: 1/13/2022 Permission is hereby granted to: Little Poguatuck LLC 1850 Mutton Town Rd Syosset, NY 11791 To: Construct interior alterations at existing single family dwelling as applied for. At premises located at: 960 Willow Terrace Ln SCTM # 473889 Sec/Block/Lot# 26.-2-21 U0 4"0' /->�' Pursuant to application dated 12/6/2021 and approved by the Building Inspector. To expire on 7/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $688.00 CO-ALTERATION TO DWELLING $50.00 Total: $738.00 Building Inspector ho�aOF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I I[ ] PRE C/O [ ]' RENTAL REMARKS: O6L Q�6Y,-Q, DATE INSPECTOR FIELD:INSPECTION,REP: RT' I?•AZ' ';; ',:;.-;:,;:; ::,:,%,`. FOUNDATION; 1-9T . `�,; °. ;: •�,:,•�:::_;Yip,,.`. , .. :::< l `N : � ``\7:'::.ti i.°::'s:�• ;.i':S,tit:l.ay:.:'S4:rr';..;� `•';�i::':�., V �� :FOUNDATION; 2 . .. .- tail=: ::1.'4i;:.:��•::::��y,''a)�;'.:;• �. � AQ GH PLtl&ONG .''.r,4: �<��rc%:•`iii.,::•.' su .a R p. �V •i,:� i;r: 7•r: INSULATION.pER STATE ENERGY•CObit` • :. • ' •,,:: - :ori.;%�;�.r�+�-;;.:�;;::. • '- ' ' � . .. ' Q ,1�•: %Y�:1iy /— •/SIS J ..t. 4�7 'he void ..;'a^.k�,.s;•:'z:��aaiFr'aS1{•r:.'t,.v',:. .a.i..e:we:,,:,..,, .S:;:,•;1;..�',t-gA. .;Fay,,:;�7:.;tx:>.,7:c':::::.:.,:',,s'` �i� ::F`:�'',.q.�r....•y:,; ;itl'%,,`S.•i�i:�'"iix�7.��.�;e=:'m' •"ti'; � ' _ ,e,`�,'t st.�'.';�..;5:..nx;;w.i;i�r•,i�r.tiV:u;:�;,<'+::..�.: �c W �,u . X� . t:: r�n',• ' 'Se•Y':1<:'-;' :.:;. e ASA ;`fir•:{"i4L',Lik >'s:.,:., , , /r,..4:?r ij1-; '`ll,. .,l,Y• '.bJ:•:�S..SVjt.1; •:tray ^�::`. '�-�'4."•\.r'1i!v.+� l o�gUFFO�t4.9 TOWN OF SOUTHOLD—BUILDING DEPARTMENT s= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hqps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 0 11 PERMIT NO. Building Inspector: DEC O 6 2021 �C Applications and forms must be filled out in their entirety-Incomplete BUILDING DEPT. applications will not be accepted.,.Where the Applicant isnot the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be'completed. Date:12/6/21 OWNER(S) OF PROPERTY:. Name:Elliott Green and Parisa Golestaneh SCTM#1000- . -_-- __-- Project Address:960 Willow Terrace Orient Phone#:646-286-2361 Email:Elliottgreen@gmail.com _ Mailing Address:960 Willow Terrace Orient CONTACT PERSON: Name:AMP Architecture, Francesca Brennan Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jMagp§L@?Mpqrqhitect.com .DESIGN PROFESSIONAL INFORMATION: Name:AMP ._Architecture, AnthonyNPofrtillo„ Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#_516-214-0160 _ � Emai!:-aportillo@amparchitect.com 'CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: :DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 �L•p,+;� ^]•.if 5... .F �G` 1:. 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J fi.; � ,j'�L•„ l+. ,I�i+...�ri'.Ytl:ss., i �c�. ..✓i.,.5-.x.3 Frances ccs Application SubmittedBy(print name):AMP Architecture, + >ft'r1rLoln @Authorized Agent Elowner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF &tak AMP Architecture, Fr�ni�ac� renna�� being duly sworn,deposes and says that(s)he-is the applicant (Name of individual signing contract)above named, (S)he is theagent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to-perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the-,application file the ' h. u . BARBARA H.TANDY Sworn before me this Notary Public,State Of New York No. 01TA6086001 Qualified In Suffolk County day of .20 0-1 Commission Expires 01/13/20-,5?3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the.owner) \11 I, residing at � , ll "n.3 SfY111.(`Q. do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature E6te ?MAS V-z C-110(- Print Owner's Name Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHITECTURE Laurel Office:1075 Franklinville Rd,Laurel NY 11948 uc Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Town of Southold Building Department 54375 NY-25 PO Box 1179 Southold, NY 11971 To whom this may concern, Please see the enclosed revised plans for resubmission.Attached you will find the following: A-103.01: Structure added including new steel column with pad footing A-104.01:Structure added A-105.01:Structure added,and bathroom modified A-401.01: Building section added,and steel column &pad footing details added Please let us know if there is anything else you require for this application. Thank you, AMP Architecture Horton, LisaMarie From: William Walters <williamwalters@danielgale.com> Sent: Monday,July 17, 2023 12:56 PM To: Horton, LisaMarie; Parisa Golestaneh; Elliott Green Subject: Re: 6 month extension BP#47333 Lisa, Thanks for taking my call. As discussed, please exercise the-6-month extension regarding Permit#47333 (interion alterations). I have the owners on this email as well. Kindly confirm receipt and the renewal of this permit. Thank you, William (Bill)Walters Real Estate Salesperson Daniel Gale Sotheby's International Realty 114 Main St Greenport, NY 11944 C: (631) 553-6533 O: (631)477-0013 F: (631)477-2190 https://www.facebook.com/pP/BillWaltersRealEstate/about From: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Sent: Monday,July 17, 2023 12:52 PM To:William Walters<williamwalters@danielgale.com> Subject:6 month extension BP#47333 Z&a- Yai e.7lorton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 Notice: Daniel Gale Sotheby's International Realty does not make requests for wire transfers via email; nor does the firm attempt to obtain confidential information through email including bank account numbers, credit card details, social security numbers, or other similar personal data. If you receive an email that appears to be i Horton, LisaMarie From: Parisa Golestaneh <parisa.golestaneh@gmail.com> Sent: Thursday, August 24, 2023 4:39 PM To: William Walters Cc: Horton, LisaMarie; Elliott Green Subject: Re: Building Permit Withdrawal -47333 ,y_We.grant permission. Thank you Bill _ On Aug 24, 2023, at 4:35 PM, William Walters <williamwalters@danielgale.com>wrote: Lisa, I have the principal members of the Little Poquatuck LLLC on this email. Parisa and Elliott,_please_give me permission to arrange for an inspection'with the building department so that we can withdraw,Jhe current,open permit. Thanks you, William (Bill) Walters Real Estate Salesperson Daniel Gale Sotheby's International Realty 114 Main St Greenport, NY 11944 C: (631) 553-6533 0: (631) 477-0013 F: (631) 477-2190 https://www.facebook.com/pg/BiI[WaltersReaIEstate/about/ From: Horton, LisaMarie<lisamarieh@southoldtownny.gov> Sent:Thursday, August 24, 2023 3:09 PM To:William Walters<williamwalters@danielgale.com> Subject: Building Permit Withdrawal -47333 1 wanted to add the building permit number as well. Z&a✓Narie.Morton Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITIONa O , . Q U ® PROPOSED ACCESSORY STRUCTURE LLu Z O W � N PROPOSED 2ND STORYLLj Lu USE IS v ,OUT CCU O� � � �� SAO : Cn 0 OF O FADE <E� : 0 0 0 APPROVED AS NOTED y. LF) m DATE: 33 — RENOVATION OF INTERIOR WITH CONDITIONED SPACE EXPANDF—D O-001 .00 PROJECT LOCATION & SCOPE FEE: � SITE PLAN & ZONING DATA Q 3f BY: INTO THE EX I ST I NO OARAOE $ ATTIC.. NOTIFY BUILDING DEPARTMENT 765-1802 8 AM TO 4 PM FOR THEE — REFLAGEzMENT OF ALL WINDOWS AND DOORS Q .W.� O FOLLOWING INSPECTIONS: — (f REATI ON OF NEW FULL BATHROOM ON SECOND FLOOR 0-002 .00 GENERAL NOTES =� 00 1. FOUNDATION - TWO REQUIRED > 'd' O FOR 0 1 130.0_ 2. ROUGH FRAU CONCRETE ENERGY TABLE z cfl rl rq MING & PLUMBING STRUCTURAL DESIGN CHARTS Z Tq 0 � 1 3. INSULATION F R O J E� DATA _ t 4. FINAL - CONSTRUCTION MUST Q Z vq BE COMPLETE FOR C.O. O—®0�.0® , w HOEDOWNANCHOR BOLT, W cv AL CONSTRUCTION SHALL MEET THE STRAPPING, & NAILING DETAILS REQUIREMENTS OF THE CODES OF NEW PROJEOT f ZONING L7ATA FASTENING SCHEDULE o YORK STATE. NOT RESPONSIBLE FOR 0 000'00 0 00„V � �.�- _ _ _- DESIGN OR CONSTRUCTION ERRORS. TAX MAP # 1000-26-2-21 �-00 ,00 FRAMING GRAPHICS ZONING DISTRICT R-40 NG BEAM CONNECTION PATTERNS 1 LOT AREA uj 0.5 AGRE5 FIREBLOCKING DETAILS O• �. w.M CC,%�PLY WITH ALL CODES 0= � GofO - HOUSE Z-2632?; 03/15/Iggq F•— tJEW YORK STATE & TOWN CODES �— I 0 I •00 FIRST FLOOR DEMOLITION PLAN t� to AS REQUIRED AND CONDITIONS OF VARIANCE APPROVAL - PATIO #4651; 02/23/Iggq FW— SOUTHOLD TOWN ZBA FEMA FLOOD ZONE X U BU�KN�AD 1 SOUTHOLDTOWN TRUSTPLANNING BOARD I Ix SUFFOLK COUNTY HD APPROVAL RIO-q6-45 4 BR. �— I O2 •00 SECOND FLOOR DEMOLITION PLAN Q SOUTHOID TOWN TRUSTEES f N.Y.S.DEC 1 HABITABLE SPACE EXISTING PROPOSED _ _ BASEMENT AREA O S.F. O S.F. ` — 10�j•0c; PROPOSED FOUNDATION PLAN (,Kr, r:91�� IL'li4! Y":Ir lii' k ui! 'l gETBP -� iilil'd 50 PL;PtSUA1NT TO CHAPTE1 2J6FIRST FLOOR AREA 2,OOq S.F. 2,172 S.F. � _ - Of THE TOVJf� CODE. SECOND FLOOR AREA 1,058 S.F. 1,310 S.F. _ I -- f TOTAL BEDROOM COUNT 4 4 1 �- 10�•O0 PROPOSED FIRST FLOOR PLAN �n o I TRUSS pLACARDINC REQUIRED f v m I �- � �— I O�j •OQ PROPOSED SECOND FLOOR PLAN I 1 0 €-ecrtaacAt.trass+errtora vegvzn TIMBER RETAINING WALL I LOT COYERACE (I=OOTPRINT UNGHANCED) � I DESCRIPTION (FOOTPRINT) AREA % LOT 36.0 All exterior lighting COVERAGE —40 1 . DESIGN DETAILS 1 Installed, replaced or TOTAL LOT AREA 22,547.0 S.F. CONCRETE PATIO repaired shall conform l';- ®EGK fro to Chapter 172 MODIFIED HOME 2,172.0 S.F. 4:1.6% 1 of the Town Code MODIFIED GARAGE 516.0 S.F. 2.5% I O .O DWV/ WATER SUPPLY RISER ILu - Q EXISTING # PROP. PATIOS 708.0 S.F. 3.1% I � 1 TOTAL AREA OF ALL STRUCTURES 3386.0 S.F. 15.130 I _ •" '1 *MAXIMUM LOT COVERAGE A - 1� STORY WD. PLUMBER Cir' ' LLOWED 20� f FRAMED HOUSE ON LEAD CONT•l=NT ES -SURE N 1 CERTIFICATE OF OCCUPANCY Z I � SOLDER USED IN WATER 0 fL 15.011 I SUPPLY SYSTEM CANNOT 1 EXCEED 2/10 OF 10/o LEAD. 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SURVEY INFORMATION WAS OBTAINED \.. ....` . .. ..a .� `� \\ \\\ , Z.\ \.,.> \, e .,. ,> , \\. \\ w, \\, FROM A SURVEY DATED JU .,: \ NE qTH Igg7 ..x. , .. :\.x \` r a.,c \ i� :�i' ria, " ''i �:ac, \ \, \ }; AND PREPARED ,.;.,; �\. A,: _ r�: RODERICK VAN TUYL P.G. LOCATION MAP � x� LICENSED SURVEYORS G PLAN GREENPORT NEW YORK S I TLI�t 5GALE: NTS -- F__ �r r, - •+ 50ALE: I" = V-0° DEU 0 C 2021 NOTES l$ 5FEG 1 1(ATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AE35RE Y I AT I O I V J IT 15 THE GONTRAGTOR'S RESPON5151LITY TO KEEP THIS GONSTRUGTION DOCUMENT BINDER 1. ALL LUMBER SHALL BE DOU6LA5 FIR LARCH #2 4 BETTER (Fb = 8'15) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS ITQ U OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BENE PERFORMED AND SHALL COORDINATE THE TOFiETHER AT ALL TIMES. IT 15 ALSO THE GONTRAGTOft'S RESPONSIBILITY TO READ ALL NOTES, BD. BOARD INSUL. INSULATION H � SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR W Z O 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W N -J vi GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) 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 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/5Q. FT., U.O.N. Q APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEC.s MANUFACTURER 5 SPEGIFIGATIONS W >_ 15 NECESSARY TO MATCH FLOOR HEI&HT5 WITH THE EXISTING STRUCTURE. COUNCILS 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. FOOTINGS TO REST A MIN. 0= 4'-0" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM Z 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING O EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, ,J 5TRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALL5 TO BE POURED CONCeETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. BOT. BOTTOM MEGH. MECHANICAL J mc F- J 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES B.O.W. BOTTOM OF WALL MIN. MINIMUM m a) Y FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. � � � Q RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST �NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, O O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. �' Ik OF THE OWNER/BUILDER COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED T. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED Z f 5. ANY OMISSIONS OR DISCREPANCIES OF FLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROGEEDIN6 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERK15E NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBL. DOUBLE OCG. OCCUPANCY �, 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE &RADIN6 AGENCY WHICH COMPLIES WITH THE Z b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-99. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 �DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION' Q W UNLE55 APPROVED BY THE ARGHITEGT/ENG-,INEER. J l0. ALL EXTERIOR SHEATHING DAYS OF 4p00 P.5.1., U.O.N.SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 1.2. 6LUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. l POURED CONCRETE _j 00 '1. CONTRACTOR TO VERIFY DIMENSIONS OF: FOUNDATION WITH FLOOR PLANS ON PACE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF AN51/ALTO A 190.1 STRUCTURAL OWED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH > 'lit C BEFORE THE START OF FRAMING ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z 0*)FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN = J T1 T-i 8. DRY WELL5 AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. -, PLYWOOD Y r•I C) WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A57M D5055 9. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4 THIGKNE55 AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - Q Z NAILING AS PER FA5TENIN5 SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. 10. TIFICABUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS,TES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE &OVERLAIN& BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED LLL W GERIFIGA12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, CD II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Ri RISER L0 _� Lo 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: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM 0 O PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING 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 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS , ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF 'RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GR055 BRACIN& AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL EXCEED 8'-0" AND AT EVERY 8'-0". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEOVENOINEER. NO 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE w 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED I"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR it TBD TO BE DETERMINED RUBBISH, WA5TE MATERIALS, TOOLS, ETC., CLEAN 6LAS5 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED 6LA55 W BROOM GLEAN. NECESSARY. SET FORTH IN AN51/17I I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51ON DRAWINGS, WHERE EVER APPLICABLE. �- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPENSATICN AND GENERAL I'1. PROVIDE ALL NAILING AND STRAPPING ADPRE55FD ON PA6E5 6-003. OR THE MANUFACTURER'S COPE EVALUATION REPORT. F.I.I. FLOOR JOISTS THK. THICK = i _V. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLE55 OTHERWISE INDICATED,ALL FOUNDATION FOOTINGS ARE TO BE A U AND ORDINANCES. 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER GORE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 W 6" ON EACH 510E OF THE FOUNDATION ALL. FOUND. FOUNDATION T.O.W. TOP OF WALL 0 GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD, ASTM 03-7 SPECIFICATION FOR GYPSUM LATH, OR ASTM G'T9 CONCRETE SLABS TO HAVE 6x610/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. R COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR• FRAME 11 71'P. TYPICAL =,€ A5 PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 9V I-I. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 V-O" BELOW GRADE. FRPR. FIREPROOF U.C.N. -� UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENT5 AND EMPLOYEES FROM AND AGGORDANC:ECw/I AWPA�G22RWFRE5ERVATIVELY TREATED LUMBER HERE DRILLING AND/OR GUTT N6 OCCURS, FIELD AN51/AHA AL35.6 HARDBOARD SIDING. FTC. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ATTORNEYS FEES AR151N& OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 CR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 6LA55 WINDOWS AND DOORSGYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS,DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. 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 H.D. HOLD DOWN I W/ WITH MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY CLEARANCES ARE PROVIDED. HDR HEADER 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 EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. ALL 51 1rI )IN6 GLASS DOORS, 5KYLIOHT5, AND ANY 6LA55 UNIT INSTALLED HNOR HANGER (ZR ZONING RESOLUTION BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES F-ITI4ER OF THE FOLLOWING: EVALUATION REPORTS. WITHIN IS" OF FINISHED FLOOR 5HALL BE OF INSULATED TEMPERED 6LA55, PARTY INDEMNIFIED HEREUNDER. A. TRUSS JOIST MGMILLIAN 1.9E MIGROLAM UNLESS OTHERWI5E NOTED. HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR KAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY MANUFACTURER'S SPECIFICATIONS. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE I I I J� I ON I y� Ip- I y� ,f �� APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAKIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ENERGY CONSERVATION CONSTRUCTION CODE. I L�'j I� � Iv AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNIN6 BUILDING CODE, AUTHORIZATION OF THE ARCHITECT/ENOINEIER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWREQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE INGS PROPOSED DE51 C N CODE PRESGRI PT I VE VALUE � NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COMPONENT GOMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. VALUE 01 TATI ON (PER 2020 NYSEC CG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC 8. ALL 6LAS5 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 11 L WHICH INTERFERES WITH NEW CONSTRUGT1014 IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM 0208 STANDARD SPECIFICATION FOR SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. U-VALUE = 0.25 MAX. U-VALUE = 0.32 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 9. ALL HINDOW5 TO BE ANDER6'__N. IF CONTRACTOR 15 TO SUBSTITUTE WAIR LEAKAGE = 0.30 CFM/SF WITH FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 CFM/5F YES 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTU'RER'S 1.8.5. STRUCTURAL PANEL SIDING RE STRUCTURAL PANEL SIDING USED IN ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLE55 NOTED OTHERWISEE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 22. PROVIDE FIREBLOGKIN6 AS PER NEW PORK AGGESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE 6OVERNIN6 BUILDING CODE, AND ANY ADDITIONAL CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, MIN. R-VALUE = 49 HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS CEILING R-VALUE R-49 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 23. PLEASE NOTE THAT THESE PLANS ARE 'PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. AS SET FORTH IN APPLICABLE GORE EVALUATION REQUIREMENTS. UNAUTHORIZED USE UNDER FEDERAL LAW B'Y THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. GOPYRI&HT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE EXTERIOR (2"xb") WOOD R-21 BATT INSULATION MIN. R-VALUE = 20 (CAVITY) YE5 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. TEMPERED 6LAS5. FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 VEW YORK NOTES, AND TABLES ON PAGE 6-003 4 G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 18.2.1 5OUARE AND 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). &LAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = I9 NEW YORK STATE PROPERTY MAINTENANCE`_ CODE, AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING M1551LE TEST OF ASTM EI996 AND A5TM E188b AS MODIFIED BY 2020 NYS BG PER TABLE R402.1.2 - CLIMATE ZONE 4 YES w STATE ENERGY CONSERVATION CON5TRUC7I0N CODE. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2,2. LAG SCREWS: LAC, SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME 818.2.1 SQUARE AND HEX BOLTS AND 5CREW5 (INCH SERIES). THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR 0 COMPLIANCE STATEMENT: O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. AN51/DA5MA 115. CONNECTION TO FOUNDATION - 2018 WOOD FRAME TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN v WOOD FRAMING, AND GO CONSTRUCTION MANUAL N THE AMERICAN FOREST 4 PAPER ASSOCIATION 26. COLUMN BEARING AS FOLLOWS: 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 LRE]. SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DEVON (AF4PA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE PLUMBING CODE. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS W EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE a 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REIWORCIN& (® MIN. 16" 6A5E ARE SPECIFIED, MINIMUM ASTM A653, 5TRUCTURAL QUALITY, 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT p MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. W1ME 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED TABLE R501.�1 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ON THE BUILDNG. CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S PROJECT: CODE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, GODS EVALUATION REPORTS. PLUMBING ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS CONSTRUCTION GORE. U.O.N. WITH TOP CAPS ® STEEL COLUMNS TO BE MINJ4' BENT PLATE 8" LONG I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WA5TE, AND VENT (DW) &ROUND SNOW LOAD 25 L55 W 6" RISE 4 w/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5.SPECIFICATION OR DRIVEN FASITENERS: NAITH A5TM F �S�SPIKES, AND STAPLES.STANDARD SYSTEMS TO NY5 PLUMBING GORE AND NYS DEC REGULATIONS. ALLOWABLE GREEN SET 6 DIST.,U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGE 6-003. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH GENERAL WIND PROTECTION FHURRICONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES RESIDENCE ADAPTED FROM STANDARD FOR HURRICANE: RESISTANT RESIDENTIAL SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN6E5 IN DIRECTION RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE GAT'E&ORY B CONSTRUCTION;55TD 10-99 AND 2018 SBC, fi16H WIND EDITION WOOD FRAME CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE AND AT BASE OF VERTICAL WASTE PIPE5. L1180 MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MECHANICAL. FUEL GAS: 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2,2,7, SCREWS: 50REW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 FOOT. INTERIOR WALLS 4 PARTITIONS H/180 I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE WOOD50REW5 (INCH 5ERIE5). WEATHERING SEVERE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 960 WILLOW TERRACE Y BE USED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. DISH WASHER..........................................SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: FLOORS 4 PLASTERED CEILINGS L./360 , „ INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 5. GENERAL KITCHEN H NNSINV . ... 2" FROST LINE DEPTH 3-O ORIENT, NY NYS MECHANICAL GOD D 6 GOD 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED - LAVATORY...............................................2" ALL OTHER STRUCTURAL MEMBERS L/240 MECHANICAL CONNECTIONS: _ „ TERMITE MODERATE TO HEAVY AREAS HALL BE DIRECTLY TO THE 5TAINLE55 STEELATHFR OR S OR HOT DIPPED 6A VANIZEDJECT TO SALT CORROSION IN GOASTAL - TOILET........................................................ " DRAWING TITLE: I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE - LAUNDRY .................................................2" EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 6YP5UM WALL BOARD SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................3" 11 GENERAL NOTES 5HEATHIN6 AND 51DIN5, FRAMING ANCHORS OR GONNECTOR5 5HALL BE I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIEDEXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND . 6. ALL SYSTEMS TO HAVE ONE 3' MAIN VENT STACK AND INCREASED TO 4" ENERGY TABLE BOTTOM OF CRIPPLE STUDS, HEADER STUDS COMPOUND METHOD. BY "SIMPSON" MANUFACTURER AND AT LEAST ONE STUD AT EACH SIDE= OF OPENING. THROUGH ROOF. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HF-5 L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY RE EXCEED VALUES 7, PROVIDE FR05T-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS DEEMED APPLICABLE. INDICATED IN UES, CONTRACTOR PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. RAFTERS. 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "5iMP50N" (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 5TRUGTURAL DESIGN LOADS PAGE: 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUGIN6 WITH BACK FLOW PROTECTION. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 5, INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL MANUFACTURER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED. USE �[ DEADIb" WITHIN 4' OF EXTERIOR CORNERS. HEALTH DEPARTMENT STANDARDS AND REGLIVE LOAD ULATIONS. LOAD G-002mOO 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED TAPED AND 4. FIN15H (RECEIVE THREE GOATS OF JONOCOMPUND.EALLO24 HOURS DOE5 SHALL BEb. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING, EXTERIOR BALCONIES 40 psf 15 psf OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf IB psf PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH ELATE. ANCHOR 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ARCHITECT II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE, p BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '1 IN CONCRETE/MASONRY ALL OPENIN65. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED DATE: 11/22/21 2 OF 11 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON' TOP MOUNTED BEAM NOR ANY POTENTIAL DAMAGE THEREOF. PASSANGER VEHICLE 6ARA&ES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDIN& 4' ON CENTER. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-003. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ELECTRICAL: ATTICS WITHOUT 5TORA6E (MAX CLEAR HOT < 42") 10 psf 15 psf 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO 2011 NATIONAL ELECTRIC, GORE, NFPA-10 AND 2020 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 p sf IS psf INSULATION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED COMPLETION OF WORK. f FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 5LEEPING ROOMS 30 sf 15 psf 1 FOIL TO BE PLACED TOWARD WARM SIDE. 3. SMOKE DETECTORS, IN GONFORMANGE WITH NEPA"12: p - GENERALLY, VERIFY OR PROVIDE HARD WIRED 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION SMOKE DETECTORS w/ BATTERY BACK-UP IN: STAIRS 40 psf IS psf WALLS FROM 6 BELOW GRADE TO 24 BELOW 6RADE IF DESIRED BY A. EACH 5LEEPING ROOM 1 t j CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf / FOUNDATION WATERPROOFING. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 r (y 3. GENERALLY, UNLE55 NOTED OTHERWISEAREA IN THE IMMEDIATE VICINITY OF, INSULATE AS FOLLOWS: THE BEDROOMS (GENERALLY THE HALLWAY) ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf I2 psf FOR ATTIC - 9' R-30 FOR FLAT GEILIN65 f 15 psf FOR CATH. - 8.25" R-306 FOR VAULTED AND CATHEDRAL GEILIN65 G. EVERY LEVEL OF DWELLING - 3.5' R-13 FOR 2x4 WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS ASCE "1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) +�OLDOV�IN DETAILS T`I'fi� GAL NA I L I NO/STRAf=F I NO REQUIREMENTS FOR FASTENING SCHEDULE A a ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL FT, SHEAR, I$ LATERAL lel I ND RESISTANCE NOTE: THI5 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p F= d7 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-003 FOR STRAPPING AND NAILING REQUIREMENTS, W Z J ALL STRAPPING TO BE lY4"x 20 GAUGE -- "51MP50N" EQUIVALENT - C520 (COILEAND ROUGH OPENING FRAMING REQUIREMENTS)D STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE *USE IOd NAILS IF 5TRAPPINO 15 OYER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) w }: DESCRIPTION =AN5rDT�)'E(a' UANTI7Y ER 5PEG. FASTENER Z HOEDOWN '/�' HOEDOWN ��' CONNECTION A 5PACINO ZNAILING ORIDJ �_ FOR d EXIST. ROOF $ GE I L I NO FRAM I NC Lo Y � O O ENDWALL FOUNDATIONS I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd a) 0 NDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 5-003 PER RAFTER �- Lf) w (3) 2x FULL (3) 2x FULL CORNER STUD f ..----�""�� AT RAFTER TO RIDGE 2 2.HOOD 15 ASSUMED TO BE D,F,#2 t BTR. IN DRY USE HEIGHT STUD HEIGHT STUD CONNECTED TOR•R• 2 iv SERVICE TRANSFER SHEAR Z CORNER STUD GONNEGTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 5-003 PER J015T CONNECTED TO e 3.SHOULD THE HOOD IN USE PRESENT A SPLIT POTENTIAL /TRANSFER SHEAR "SIMPSON" HDQB * �Y • (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP HOEDOWN ANCHOR ® 2-I6d COMMON FOR STRAP - 3 8 d COMMON . " • . �c� HOLES,SET NEH MEMBER. Z W 2-I6d COMMON NAILS ® EA. END OF STRAP. GEILIN6 J015T LAPS OVER PARTITIONS AGE-NAIL) 9-Ibd COMMON EACH LAP Q J LOCATIONS NOTED NAILS ® 6 O.G. 8 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b" O.G. 9 ON PLANSIO" O.G. IF BLOCKED �*.„ --' • • O" O.G. IF BLOCKED CORNER POST �'`' •••.. FOR ROOF SLOPES UNDER 5:12 WITH r,,Jl G.TIES Q? • • 5. SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO J CORNER P05T - ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 5-003 PER TIE 00 GRAPHIC BELOW) � le C) USE 4 8 d COMMON NAILS C Z 0) "SIMPSON" HDQB '`^•. b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END J TA LOCATIONS NOTED a SLOPES OF 5:12 AND GREATER. OR 4-1.SECTION 12.4-PLACEMENT OF NAILS b SPIKES d TABLE Y 'r'� C ON PLANS ° RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z 4 d •° • ri CONNECTION BI 1$ B2 AT RAFTER TO TOP PLATE TO STUD m• J N ° WALL FRAMING � w� W HOLDOWN INSTALLATION OPTIONS0 . : ° CONNECTION: FOR NEW P. CONC. FOUND.'s FOR STRAP - 3 8 d COMMON NAILS ® B2 r~~~r TOP PLATE TO TOP PLATE (FACE-NAIL) :2-16d COMMON 1 PER FOOT J O HOEDOWN CAST IN PLACE w/11&"0 THREADED ROD ° • • EA. END OF STRAP: • • WHEN IN TOWN OF 15LIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG, OR NEWLY GURRED FOUND.'sri,- s� GEOMETRY EXCEEDS THAT PERMITTED IN • • '7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NO CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY ____1BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. W ADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 5IMP50N # H2A (OR EQUAL) RAFTER TIE E) (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES FOR TOENAILIN& - 5 8 d COMMON NAILS F- FDR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD W FILL TOP 2 COURSES SOLID E CAST IN PLACE HOEDOWN W"7/8)"O THREADED ROD CONNECTION --- _ �� FOR G.J. TO R.R. - CI I6 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST BAND JOIST REQUIREMENTS FOR --- . - RAISED C.J.'s(WHEN AT G.J. TO G.J. GONNE2-I6d COMMON I� PER FOOT U GTION: ENDJOIST, or BLOCKING (FACE-NAIL) _ J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOLDOWN 'C' HOLDOWN 'D' _ _i4_d COMMON NAILS U J FOR G.J. TO G.J. - q I6 d COMMON NAILS FLOOR FRAMINO Q w b; FOR F NEW dATIONST. FOR NEWLY POURED GONNEGTION GI 1$ 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY • (3) 2x FULL ENDNALL BRIDC71NO TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO a BLOCKING TO J015T (TOE-NAIL) 2-sd COMMON EACH END = u "SIMPSON" HDQB TRANSFER SHEAR • AT STUD TO FLOOR ASSEMBLY �i2 —~ TO STUD CONNECTION: BLOCKING To SILL or (3) 2x FULL • a TOP PLATE (TOE-NAIL) HOEDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD r••'"'•� • I i 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 ON PLANS IO" O.G. IF BLOCKED j a CORNER POST G I FOR STRAP - 3 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST I NAILS ® EA. END OF STRAP a JOIST ON LEDGER To BEAM (TOE-NAIL) 3-5d COMMON PER JOIST I FOR EA. PLATE TO STUD ABOVE 0, OR 2-I6d 0CMMCN ° BELOW - 2 I6 Of COMMON NAILS NAILS ® " O.0 BAND J015T TO JOIST (END-NAIL) 3-I6d COMMON PER J015T BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT �'''• ROOF SHEATH I NO ° d STRUCTURAL PANELS: ° •° INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD ' a "SIMPSON" 5T DI4RJ CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE S 5d COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING o EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. N �� _- GF I L I NO SHEATH I NO HOEDOWN CASTT IN PLACE w/-7/6"4) THREADED ROD C. FOR EXIST. P. GONG. OR NEWLY GURREiD FOUND.'s " AT STUD TO FLOOR ASSEMBLY TO SILL -7/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO f PLATES) CONNE07ION: D2 CONCRETE w/ "51MPSON" SET(HI6H STRENGTH EPDXY +7 I/�MIN I -- ADHESIVE), d FOR TEMP.'S O°F-40°F USE "5IMP50N" AT CORNER tt I -! GYPSUM WALLBOARD 5d COOLERS "1" EDGE / 10" FIELD (HI6H STRENGTH ACRYLIC ADHESIVE) ONE #4 RM: a a FOR STRAP - 3 8 d COMMON NAILS ® EA. i I I SPECIFIED ON DI a ' END OF STRAP (WRAP STRAP UNDER SILL PL) I WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOC Ic� TYP. FOUND. NOTE • I - FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWFOR EA. PLATE TO STUD ABOVE 4 OR BELOWN STRUCTURAL PANELS w/-7/5"4) THREADED ROD _2 _I6_ d COMMON NAILS Sd COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO I GW YPSUM ALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR k.---__...-- STRAP w/(5)a EA.END z NA I L I NO/STRAFF I NO @ WINDOW/DOOR HEADER ° STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES "' A� .� EA JO STRAP R 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H2.5A) 0 A - NUMBER OF 5d NAILS ® EA. END OF 5TTRAPPIN& (2015 WFGM, TABLE 51,P. I511) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL 5T'UDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.25B, P. 291) "�- I or LE55: 8d COMMON 6" EDGE / 12" FIELD W G - NUMBER OF FULL HEIGHT KIN& STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 5.23G,P. 292; ..-•---"- + GREATER THAN I": IOd COMMON 6" E06E / 12" FIELD ALTERNATE AS PER TABLE 5.250, P. 2q5) _ .--�� • D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W A D (2018 WFGM,TABLE 3.'1,P. 189) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATiVE NAILING SGHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q E - NUMBER OF JACK 5TUD5 ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F, P.255) • FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER C F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE PLATE(5) GONNEGTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUIBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.5,P. Iq •d SLAB l) a • ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. B ` .. °° ° • •° ° • •a 2 - WHEN kqALL 5HEATHIN6 IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. '``"'-•• `� • • FOR STRAP - 3 B d COMMON NAILS ® EA. 5 - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN6 4' ON EACH FASTEN I NCC 50HEDULE B �` a• ° d aEND OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE GREEN F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN05 • FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITIOW �• ° _2_ _16_ d COMMON NAILS A NOTATION - ROUGH A B G D E F G OPN6 960 WILLOW TERRACE 21-0" 2 I I I I I ORIENT, NY 4'-0" 4 1 2 2 2 2 SFL I Ci I NO OF TOF FLATS OABLE ENDWALL • - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. b'-O" 5 I 3 3 3 3 BRAG I NO/STRAFF I NO DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN) FOR RAKE5 12"OR }- TOP PLATE BLOGKIN&2 LESS PROVIDE 7LDOWN, ANCHOR BOLT, 2 5 4 4 4 LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY 4'-0"BACK �Too HKINIS, 12"0.. STRAPPING & NAILING DETAILS FOR WIND - EXPOSURES BSG - FOR WIND - EXPOSURES B&G - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLIGE`",4 BUILDING MINIMUM SPLICE'�2',4 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) fT TYP. STRAP w/(3) PAGE: sd NAILS EA. END I2'-0" 2'-O"/2'-6" 12'-O" 3'-O" OF E-A. STRAP / J� ATTIC ANC/�OR BOLT S��GI � IGATI ®NS I6'-O" ' " ' " I6'-O" 4'-O" G-003mOO 20'-0" 41-0"/'51-011 20'-0" 5'-0" SPECIFICATION (2018 WFGM TABLES 3.2A # 3.2B, P. I5-7-160) BLOCKING- BAYS - CORNER gq.. 24'-0" 4'-0"/5'-0" 24'-O" b'-O" BACK• 4'-O" O.C. DATE: 11/22/21 3 OF 11 CONDITION FOR ALL STRUCTURES: • • 5/g"0 ANCHOR BOLTS ® 3q" O.G. 25'-0" 5'-O"/b'-3" 25'-0" '7'-O" J iv 32'-O" 6'-O"/7'-6" 32'—O" 5'-O" SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51N6 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENOTH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO 40'—O" &1-011/101-011 •41.0'-0" I I'-o" • I. MIN. 7 EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILSLJ BLOCKING 2 BAYS END w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK m 4'-O° O.G. „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/I2'-b" 50'-0" I3'-O" CONDITION 15 " FOR G.M.U. (BLOCK) FOUND. d FILL IN EXPOSURE B TYP. STRAP w/(5) iv TOP TWO COURSES SOLIDsd NAILS EA.END r' ,- 3.TABULATED SPLICE LENGTHS ARE BASED ON 5 FOOT WALL 60-O121-011/151-01, -I2 O% -15 O 60-O -I6 O 11OF EA. STRAP ;fl HEI6HT5 FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE .70'-0" 14--o" '10'-O" Ill-O" PLAN DIAGRAM OF ZONESNOTED IN. IGE LENOTH YTHE I Nry FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ( 1 ' 501-0112:21-011 �.' • FROM ENDS AND CORNERS (TWO ® CORNERS) q'WALL- 1.125 (SEE DIAGRAM TO LEFT) lo'WALL- 1.25 BLOGKIN&2 BAYS ' II'WALL- 1.5-15 12'WALL- I.5 THI5 COLUMN w/MULTIPLIER BACK m 4-O„ O.G. 4. COORDINATE W HOLDOWN LOCATIONS FOR 1o'-o”WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL M15CELLANEOU5 FRAMINO ORAPHIG5 CONTINUOUS 5UILT-Uig OIRDERS, 5 OR MORE SUPPORTS a) (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A I R �L O G K I N O FOR i�L T O R1�'f WOOD R M I N O a 0 WORKINO KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENOINEERED LUME3ER [ie. WOOD I-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) w Z o AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETPeEN 1/6 ASSEMBLY REC�UIREMENTS: O CONNFGTION a 1/4 of A WHEN GIRDERS MADE UP OF JOISTS NAILED LLJ 04 PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J T-i E3LOCKINO UNDER LOAD 5EARINO NALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 'ri MAX.52" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. NON-LOAD BEAF.1 NO WALL OFFSET FROM SUPPORT A (2)ROWS 10d NAILS o 12"O.G. P Q LV THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE J015T STUDS STUD B (3)ROWS IOd NAILS o 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. F— Z 5UBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE 0 0 Z (2)ROWS 1/2" 0 BOLTS 6 12"O.G.STA66ERED;DBL.o ENDS JOINTED ON THE SAME 51DE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR G TWO-PIECE PLATE 5ERVE A5 FIRESTOPPIN6. J SOLE PLATE BUILT UP GIRDER P MAX.32" D (2)ROWS I/2" m BOLTS o 16"O.C. NAILING: 4. OR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPING. 0 E (2)ROWS 1/2" m BOLTS o 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF O O 0 BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING ILL Ln 0: F (2)ROWS 3-3/8"TRUSSLOCK SCREWS o 12"O.C. a 1/4 of A OF I& INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. m SCREI^6_D ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z 6 (2)ROWS 3-3/6°TRUSSLOCK SCREWS o Ib"O.G. 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = 0 (2)ROWS 3-3/5"TRUSSLOCK SCREWS o 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. J015T H 5 �-- JI GREHW ON(1)SIDE OF MEMBER P Z THREE-PIECE -i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND Lu MAXIMUM OFFSET (2)ROWS s"TRUrsLocK SCREWS o I2"O.C. Q J _1 BUILT UP 61RDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. 51ME w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. J OO MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOCK SCREWS o Ib"O.G. 4 FIRE5TOPPIN6 AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE > q* UNDER NON-LOAD $FARIN SCREWED ON BOTH SIDE OF MEMBER 3 O PARTITIONS ® 32" O.G. BLOGKIN SSD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE b. THE HEADER SERVES AS FIRE-STOPPING. Z O O L (2)ROWS 5"TR)S5LO0K 5CREW5 0 24"O.G. BETWEEN 1/6 „ �.� SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52 BETWEEN NAILS IN A HORIZONTAL LINE. J DOUBLE PLATE a. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE OIDER5 ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z CE I L I NO E3RAC I NO NOTE: >I 5TRIN&ER TO SERVE AS FIRESTOPPIN6. CANTI LEVERED FLOOR I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Q Z 'ri OABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND GOMBU5TIBLE FLOOR N e CONNECTION PATTERN 'B'WHEN lo' OR LARGER p. FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH LL W W 5TU ) 2.WHEN 50REWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL Ln It T-1 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP(S1RDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH r- m Ln SUBFLooR SOLE PLATE 2"x4" CONTINUOU5 &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE• 6'O.G. TRUSS BOLTED TO STEEL COLUMNS. AND THE CHIMMNEY. HE SPACE ABOVE THE FIREERTICAL OPENINO 19 SEALED BY 55TOPP N6 SHALL TER ON THE I NO BAND BE 0 JOIST , 2) lod NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 01j• AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION 5HRINKA&E CRACKS OF HE INTERIOR FINISH. PLASTER GEILIN6 ON 10) 8d A I N _ F A T T E R S FOR SIDE DE L O A t�)E D E E A� S O e • FLUSH SH 5 E A�_1 5) -LOCATIONS RECUIRUNG FIRE5TOPPIN6- NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE AS FIRESTOPPIN6. W NAILS FIRE- FIRE- P4000 FIRESTOPPING FIRESTOPPING STOPPING STOPPING FIRE- FIRE- FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 5TOPPING STOPPINGE W MULTIPLE-PIECE MEMBERS L JOIST lvr— • 5d COOLER NAILS o 10" O.G• NAILED' BOLTED' "` V = J BLOCKING 2"X4"BLOCK NAILED TO EA.BRACE 2 ROWS 16d 5 ROWS Ibd 2 ROw515' 2 ROWS)5' 2 ROW5)ri• FIRESroPP VERTICAL U J N1(4) iod NAILS COMMON COMMON BOLTS 24' BOLTS BOLTS a',G • • Or,.STAO&ERETr GOVC�tIN6 I5 APPLIED O 12.O.G. O 12"O.G. O 12'O.G. O b°O.G. STUD 6Yf'5UM BOARD 20 go.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. ro UNDERSJOISTTSS DOUBLE PLATE . (10) 8d NAIL BEAM SELECTION w/ STD. NAILING ° ° ° ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 5d COOLER NAILS o 10"O.G. ° S ���� NOTE: ENDWALL STUD AS NOTED IN NOTES '7 $ 8 ° NONCOMBUSTIBLE DIRECTLY . ° JOIST SHALL BELOCATED ° ° ° ' DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRESrOPPiN6 I.-ocAnoN VER STUDS,UNLESS TOP PLATE 15 4 o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EVC-Z-5 SOLE WOOD FIRESTOPPING of 61RDER ED TO CARRY THE LOAD - DE516N SCREWS n(, lY4"TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION 6 2.HOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. - FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROU6H THE FULL INTERIOR STUD DETAILTHICKNESS OF THEEMBER M .USE WAVERS UNDER HEAD AND H.M. O O O O O O O O O Y ERLA I D ROOF 5.5TA6,0ER EACH ROW OF FASTENERS BY 12". O O O 0 O O O O O 2"SPACE NOT TO BE FILLED GE THE GI IED NAI I FROM EACH I I NONGOMBUSTIHLE FIREST ATTACHMENT @ Y�-4LLEY 4•�A THREE-PIECE MEMBER, SPE F L N6 IS SIDE. I FIRESTOPPIN6 � ® APPROX.I INCH THICK �'� � ~� 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED"FEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING GONNEGTIONS MAY BE DOUBLED FOR b•O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. OGATION L 'i 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAM5: 5TRAPPIN6 w/ '1./ .2 ROW5 OF 16d COMMON NAILS(12"O.Gj FOR DEPTHS 12.OR LE55 4 ad NAILS LOCATION 8 RESTOPPI LOCATION a • £A.END o R.R. b.5 ROWS OF Ibd COMMON NAILS(12.oz)FOR DEPTHS of 14•,16"! lb". LOCATION 10 FULL WIDTH 2" BLOCKIN z GON57RUG71 ON DETAILS WIND LOAD FA7H CONNECTION DETAILS TOP PLATE DRILL 2"4) INTO ROOF INTERSECTION DETAIL DECK FOR 5TRAPPIN5 IN5TL. XIST.OR NEW NOT TO SCALE NEW R.R.SET w/ sR.R.BELOW UPPER TOP PLATE LAPS 4 lod ,CONTINUOUS LOYER TOE NAILS NOTED CONT. BLOGKIN6 TOP PLATE SPIKED To R.R.'s ALIGN NEW t EX. R.R.AS SHOWN K I NO STUDS PLAN VIEW NOTE: SIMILAR o 'SHED' HOOD JO I S —Q HOOD JO 11 ROOF,R.R. IN LINE CRIPPLE STUD E3LOGK I NO JOIST HANOE HEADER OENERAL REOU I REMENTS FOR OENERAL REQUIREMENTS FOR z W INSTALLATION OF CLING-HED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS 0 HOOD OI RDER NOOD JO 1ST JACK STUDS MAIN MEMBER 0. a JOIST FRAM I NO OVER HOOD OI RDER JOIST FRAM I NO FLUSH NI TH OI RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN o AN ANGLE OF PROJECT: ID1AM.x 5 APPROX. 30• w/THE MAIN MEMBER 4 STARTED APPROX. Xy THE LENGTH OF THE NAIL FROM THE MEMBER END, GREEN I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 410• ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID 5PLITTIN6,NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. 51DE OF A RAFTER OR GEILIN6 JOIST NALL STUD NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS960 WILLOW TERRACE IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BOTTOM PLAT E30TT0 FLAT=-- E3ATHTUE3 SUE3 FLOOR DOUE3LE JOIST DOUBLE JOIST TOP PLATE ORIENT, NY CH I M. CHASE 5EGUR I NO a STD. SIDE WALL DRAWING TITLE: NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. o CHASE WITHIN PLANE OF ROOF DOUSLE JOIST FOR UNDER A E3A7HTUE3 DOUSLE JOIST FOR NON-E3EAR1 NO NALL5 ALTERNATIVE RAFTER TO NALL STUD CONNECTION H/STUDS TO ATTIC FLOOR d ELK-6 TO R/L SIDI°S w/STRAPPING TO R/L SIDES) u O lu PAGE: TOP PLATE o o -1m N WIND RES 5TANT GON57RUG7ION CONNEG7OR5 GHIM.CHASE WALL a p V mOOCONNECTION LOCATION: PART NUME3ER: NOTES: G 004 RIDOE-TO-RAFTERS G520 © 2111 APPLY TO EACH PAIR OF RAFTERS 0 u ® RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 11/22/21 4 OF 11 p z IL w Z ROOF o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �z OO REO'D BLOC:KIN6 � J � 11 TO ALIGN w/STRAP - �9 a PLATE-TO-WALL STUD G520 18 APPLY TO EACH NALL STUD ® EA. LEVEL A30 ® THE FIRST FLL z K 2ND. FLOOR HALL-TO-IST. FLOOR NALL LFTA or G520 © 56" APPLY TO EACH NALL STUD lu FLOOR/GL6.. ® O HEADER-TO-JACK STUD C520 9 12" APPLY TO EACH JACK STUD / 17 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDONN ANCHOR SSTE316 APPLY TO EACH 51 DENALL END ! - IST. FLOOR-UNDER-SILL PLATE G520 NRAP UNDER DOU5LE SILL PLATE SIDE V I EN LAN V I EN (USE KITH 5" SQUARE NASHER5) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTOR5 FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL Q U NEW PARTIAL HEIGHT ~ d7 EXISTING TO BE DEMOLI5HED W WZ_OOD FRAME (L.G. 5TL. O 04 EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q STL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL Z WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL JLo R P05T FOR 6" WALL5), U.O.N. O 0 NEW 2-HR FIRE RATEDO O WOOD FRAME (L.G. 5TL. a- Lf) m WHEN APPLICABLE) �- m Z O � IO Z Q W J J 00 Z (D e-I � O Q Z Tq J N '-'- W (b Lf) W Tq r- =) Lf) r"I J O r,-0 6'-O"�I I6'-O" 3'-10" I6-O" I W W W/O J I I i i i III i Q w l I� III U I II III -ai I I L—-J I I I I I L-----J I I II II 8?6)1�) I � --- I r--------- Lr�� �\ / 0. IIF I r---------------------- -------- I I � II II u_�' 1� �/ w 1174 ----/7LLA i I--7 --- \ / / / �iJ II I r- � � i i L-L III II II I / //ij I I I I I I / --- ���/ 's ----- T—r—I—� LL I I I I J L --j r---- 1 I I / I I I�I�IIII i j I I r--4 r --- 1��/ J i- -j I I � III I X �J I I w w II g II V W 1 II IIII ` II PROJECT: III \ II ' III II GREEN _IJ El w RESIDENCE 960 WILLOW TERRACE --------------- ORIENT, NY I II I I II I II I DRAWING TITLE: I II I I II I ALL EXISTING CABINETS, II i PLUMBING FIXTURES a FIRST FLOOR DEMOLITION PLAN APPLIANCES TO BE REMOVED I II I I II I ALL EXISTING WINDOWS, II I WINDOW SHUTTERS,AND DOORS II I TO BE REMOVED II I I II I I II I DEMOLITION NOTE: II I PAGE: II I PROVIDE SHORING AND SUPPORT TO ALL AFFECTED ( II I STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. II I10100 I II I I II I I II I LAND50APINO NOTE: I II I UNTAMED TREES AND BUSHES ADJACENT TO THE HOUSE AND PATIOS ARE TO BE REMOVED AT DISCRETION OF I II I DATE: 11/22/21 5 OF 11 HOMEOWNER AND IN ORDER TO COMPLETE REQ. WORK. I II I I II I I II I I II I I II I TEMPORARY 5HORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS d 61RDER PER DEMOLITION II I PLAN d PER DETAILS. II I 2.REMOVE EXIST. 61RDER. II 3. INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE I II I EXIST. FLOOR JOISTS TO NEW 61RDER. ----------------J 4.REMOVE TEMP. POSTS S GIRDERS. F I R5T FLOOR 1�)EMOL I T I Oil FLAN 5CALE: 1/4" I'-O" OENERAL.ERAL= 5��550L Q U NEW PARTIAL HEIGHT a 1-- m _ EXISTING TO BE DEMOLISHED W Z O WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Tq r-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL \I Q W >- 5TL. WHEN APPLICABLE) \I Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL V O Z WOOD W FRAME (L.G. 5TL. POST FOR 4" ALLS J J WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL Lo NEW 2-HR FIRE RATED O P05T FOR b" WALLS), U.O.N. 00 WOOD FRAME (L.G. 5TL. (L Ln x WHEN APPLICABLE) }- d' m Z O H � Z it Q W J J 00 Z co Ti r-I Z >: 4 crZ vi N V- W CO LA m %-I 1` = Lo _==::� F=== Ili V r � I I ii I U J F---- < OPEN TO U — I 1;A _ BELOW III tt I I �� rr 1 71 I III m I I �. ((� � _ll I Ill I I ;•.: Lu III I I I I II I I I III I III m I III r I � I III I III � --- III I III c� ---- I LL I I ---------------JJI I ri r ri k REMOVE FLOOR STRUCTURE To—, III I — EXPAND 2-5TORY SPACE. I ALIGN WITH PROP. KITCHEN j II I I WALL BELOW V.I.F. III I I I III I — — -- -------------------- -1111 \� � rr ----------------- ------------------------ III I I II I O i . m z D z ix I w O U I L `� — — — — — — — — — — — - - - � 0 I PROJECT: I I GREEN RESIDENCE L - - - - - - - - - - - - - - - - - I 960 WILLOW TERRACE i ORIENT, NY I DRAWING TITLE: SECOND FLOOR DEMOLITION PLAN I ALL EXISTING CABINETS, PLUMBING FIXTURES 4 APPLIANCES TO BE REMOVED I DEMOLITION NOTE: PAGE: PROVIDE SHORING AND 5UPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT ® . OF ANY DEMOLITION OR CONSTRUCTION. A-1oo I LANDSCAPING NOTE: UNTAMED 7REE5 AND BUSHES ADJACENT TO THE HOUSE AND PATIOS ARE TO BE REMOVED AT DISCRETION OF I DATE: 11/22/21 6 OF 11 HOMEOWNER AND IN ORDER TO COMPLETE REQ. WORK. I TEMPORARY SHORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POSTS 4 GIRDER PER DEMOLITION PLAN d PER DETAILS. 2.REMOVE EXIST. GIRDER. 3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR W15T5 TO NEW GIRDER. 4.REMOVE TEMP. POSTS 4 61RDER5. L- — — — — — — — — — — — — — — — — — — — — J /� �F✓ f I SEOOM7) FLOOR r7EMOL I TI ON PLAN SCALE: 1/4" = 1'-0" (5ENERAL ERAL 5 I �50L <E"r : d� G.. V Q � O EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT / WOOD FRAME (L.G. 5TL. Z N WHEN APPLICABLE) J �- EXISTING TO REMAIN W NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w }: W 5TL. WHEN APPLICABLE) O Z NEW I-HR FIRE RATED ® J ?' J MIN. (2) 2"x4" STRUCTURAL J _ >- WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS P: WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6 WALL5), U.O.N. 0: O O O O O NEW 2-HR FIRE RATED I D- LA m WOOD FRAME (L.G. 5TL. >- d' m WHEN APPLICABLE) Z O Z FOUNDATION PLAN NOTES r � Q o O TYPICAL L EDGER BOARD: I. (1) 2"x P.T. BD. TO MATCH DEPTH OF -101575Tq 2. SECURED w/(2) 5/a" (P x 5" LONG H.D. GAL. LA6 BOLTS r Jrl O ® Ib" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) ` azo 4. SEE NOTED DETAIL I W W cO L0 it T-i m O LD O BEAM POCKET (TYP) ;n in e-I J24"x24"x12" DEEP P. O OO OAS PER NOTED DETAILTG. PAD FOOTING OFOUND 4 P05TS FOR WD. DECK: WD. P.T. POST d P. CONc;. PIER UPON FOOTING AS PER v DECK DETAIL (TYPJ O � W FOR WOOD STAIRS d3l GRADE: O F-° EXIST. CELLAR H U z O 4" THK. P. GONG. PAD 8" WIDE x REQ'D LENGTH UPON 1=O�D NO WORK TO BE DONE b" GRAVEL UNDER 2"xI2" P.T. STAIR 5TRINGER5 ® lu ® V J MAX. Ib" O.G.,U.O.N. (MIN. 5 STRINGERS) Q TYPICAL LEDGER BOARD a EXT. DECK: O I. (1) 2"x P.T. $D. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/95" 0 x 5" LONG H.D. GAL. LAG BOLTS N ® Ib" O.G. 5. INSTALL H.D. GALV. JOIST HANGERS BY '51MP50N' (OR EXIST U c, EQUAL) � .. .. 4. PROVIDE FLASHING 7UCKED UNDERNEATH SIDING d BENT OVER TOP EDC--E OF LEDGER BD. r "I'-7" 5. SEE NOTED DETAIL L -J L � L J LL -j L --] L D m NEW 24"x24"xl2"D P. N g GONG. FTG., W/5.5" `fl Q STEEL COLUMN;SEE tu DETAIL - PLACE UNDER P05T ABOVE i in OIL TANK 14'-V2 O O z= r , — X 12'-0" w 4 m b ry 12'-0" — N H w w O U .0 x - 3 " 2 2 w (� Q (2)I."i5"xll.a'15" G.P. 2.O_E — — — — o LVL FLUSH BEAM PROJECT: r Q � NEW b"xb" POST N NEW FOOTING GREEN RESIDENCE o 960 WILLOW TERRACE " ORIENT, NY \-EX15T. SLAB ON GRADE DRAWING TITLE: UNEXCAVATED 1 ` PROPOSED FOUNDATION PLAN PAGE: A-103m0l DATE: 01/11/22 7 OF 11 24'-0" i ROFOSE17 FOUNDATION PLAN 50ALE: 1/4" = I'-O" .�J 7Dj JAN 1 1 2n?2 u '..Ul u`SIG DEPT. TOWN O IF SOUT HOLD A 0ENEAL 0- U Q � EXISTING TO BE DI=MOLISHED NEW PARTIAL HEIGHT O � Z O - WOOD FRAME (L.G. 5TL. L1J m N EXISTING TO REMAIN WHEN APPLICABLE) J W c-1 NEW WOOD FRAME (L.6. NEW FOUNDATION WALL PORCH 4 STEPS TO BE STUCCOED A SLATE GRAY COLOR OR Q L1J >- COVERED WITH STACKED 2" BLUE-STONE VENEER OR EO. Z 5TL. WHEN APPLICABLE) AT HOMEOWNER'S DISCRETION ' H O NEW I-HR FIRE RATEDMIN. (2) 2"x4" STRUCTURAL ® ..J F•- J WOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL E POST FOb" WALLS), U.O.N. PATIIO o t Y NEW 2-HR FIRE RATED O R WOOD FRAME (L.6. 5TL. O ` m 0- LA Ix WHEN APPLICABLE) z Z O = p 11I.F. ZFLOOR PLAN NOTESEX15TIN6 VDECK .I.F. THAT DOORS ALIGN W/PATIO THAT DOOR5 AL16N W/PATIO Q J DOOR NOTE: Ib'-Cy2" 44'-Oy2" Z 11* I. INSTALL NEW INTERIOR DOORS IN-KIND BY 'JELD-WEN' O 5'-Oy2 5'-I" Ib'-O" 3'-10" Ib'-0" 3'-)y2" (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS IN-KIND BY 'MARVIN' (OR EQUAL) BLACK TRIM TO MATCH WINDOW5. - - J 3.DOOR TYPE TO SELECT I FWG6068R (HDR EXISTU I FWG IbObb-4 I FW6 16068-4 _ Z 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WALLS = (3) 1."15"xlb" 2.0E 6P LAM (3) I.715"xlb" 2.0E 6P LAM Q Z � 5. INSTALL AS PER MANU SPEC.'S HEADER HEADER I m b.PROVIDE (2) 2"x8" HDR.,U.O.N. m m V" -T. SEE PAG6 E -003 FOR ALL OTHER FRAMING 5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I ' uj (D �0 AIR RAILING NOTE: - - I - H O ST Q 2 I. ALL NEW STAIRS SHALL HAVE MAX.7�-/4" RI Lu T-1 J O 4 MIN. 10" Tr - RISERS SHALL BE CLOSED Q0 _ z I Q 2. 42 HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOPA55A&E OF A 4" 9P SPHERE; O 36" HIGH HANDRAIL 4 SPINDLE 5PACINt5 NOT - MODIFIED p I p W -, TO ALLOPASSAGE OF 4" SPHERE MASTER R BEDROOM IL O V 0. W W 3. 61RIPPABLE RAIL AS PER CODE - F MODIFIED - 4. RAILING TO BE WOOD 220 S F 3 LIVN6TROOM O KITCHEN 'I K X ri 4 DINING ROOM T w O U O SMOKE DETECTOR / GO DETECTOR NOTES: V/ = uj - 3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SM/GO 1 525 S.F. -tel SMOKE /CARBON MONOXIDE COMBINATION DETECTOR - Q HARD WIRED TO EACH OTHER w/BATTERY BACKUP. W 'I> O O n U J 2.INSTALL ALL AS PER MANU. SPEC.'s x 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 4 N IN COMPLIANCE WITH LOCAL CODE 3'-8y.2 I z Q OWINDOW NOTE: - \ I I. WINDOWS SHALL BE MARVIN "ELEVATE" ALUMINUM IHU216-2 51MPSON GLAD BLACK EXTERIOR TRIM W/ WHITE INTERIOR TO + 3 CONNECTOR REPLACE EXISTING WINDOWS IN-KIND U.O.N.; INSTALL a s� SM/GO (3) POST TO .t = I m HEADER x AS PER MANU. SPEC.S. FOR SUBSTITUTIONS, SEE x O NOTE #i IN CLASS WINDOWS AND DOOR'S ON PAGE N \� 3'-b q-II" (2) 1."15 xl4 2.0E 6P LAM LVL FLUSH HDR(PROVIDE in G-002 IF CASEMENT WINDOWS - ALL CSMNT WNDWS m 2 u j SIMPSON HANGERS TO ALL EXIST. FX r SHALL HAVE STRAIGHT ARM HINGE MEN I 8 6'-O �� OPEN TO1 2.IF DOUBLE HUNG - ALL DBL. HUNG WINDOWS TO BE - + " 3'-0,. 8'- 2'-b" ABOVE / 10 TILT WASH 4 5� 2¢xb� 7 �2 I I/ y 3. ALL 6LAZIN6 WITHIN 16" OF FF TO BE TEMP. 6L. 7 I MOD IED ALIGN ° i 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND g I • BAT ROOM - COUNTER tt WINDOWS (TYP. FOR ALL) U.O.N. F M/GO 3 CABINETS - - - - - - MODIFIED EGRESS NOTE: MASTER IN COMPLIANCE WITH NEW YORK STATE BUILDING BATHROOM �i GL. CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 18 S.F. EGRESS SHALL BE FOLLOWED: O +b� (3) POST TO _ 10 8 iy 1 , HEADER • NET CLEAR OPENIN&........... 5.7 S.F. 4 I cn SM/CO PANTRY/ NET CLEAR HE16HT............... 24" MINIMUM NET CLEAR WIDTH. ................ 20" MINIMUM z STORAGE 35 S.F. uu.�� � -- OPROVIDE NEW GAS FIREPLACE UNIT. HOMEOWNER TO a 1 N$ 3 U) SELECT. CONNECT AS PER MANUFACTURER SPECS; 6 3 3 O NEW HALL ( Q z N PROVIDE ALL NECESSARY VENTING TO EXTERIOR. q'-2" 2'-0" p 1 p _ 44.6 S.F. 2¢xb� �- (V 0- -1 F MODIFIED _ j +6 Oi �p MODIFIED ry NEW LAUNDRY ROOM: BEDROOM x in ® PARLOR - c O I. NEW WA5H /DRY HOOK UP Ibq S.F. w 's 184 S.F. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s CUTTERS 4 DOWNSPOUTS TO BE �' - 75T. 3 O -g REPLACED THROUGHOUT. 5�_5., N O f! F ATH Q w/ SIZE OF EQUIP. REPLACEMENTS TO BE BLACK • X 28 S.F. 3.PROVIDE HOOK UPS AS REO'S PER MANU. MATCHING EXT. WINDOW TRIM. M/GO w -bV0• i- � 8DRYER EXHAUST NOTE: + x �I. DUCT SHALL TERMINATE TO EXTERIOR EXISTING SHINGLE SIDING THROUGHOUT j a 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY TO BE PAINTED WHITE. EXACT COLOR D q 1 m D D 4 1 4'-6" m OPENINGS AND FIN15H TO BE CHOSEN BY H.O. y-3'-O"- ul 3.DUCT 51ZF AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BACKDR:AFT DAMPER lso 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION D'JCT5 USED TO D 4 du CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM �2 I MROOM NEW LAUNDRY 4 p - , UDa I w 15 SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO n+b m UD S.F. m q m _ EXCEED 5 FEET AND SHALL BE LISTED .AND LABELED �Y - IN ACCORDANCE WITH UL 2158A. 0 &\ 8 O PORCH 4 STEPS TO BE STUCCOED A SLATE GRAY COLOR OR �L 5-011 Q b.EXHAUST DUCTS SHALL BE MIN SURFACES THK RI6OI COVERED WITH STACKED 2 BLUE-STONE VENEER OR EQ �+ _ w U METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS �� , = a w RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST AT HOMEOWNER'S DISCRETIONCL p DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL El _ -r N BENCH 4 _ N GOAT RACK _ 'i. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERNIINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 PORCH POSTS TO BE WRAPPED IN SQUARE w "AZEK" OR EQ. COLUMN WRAP (TYP,) FEET FOR EACH 45" BEND AND 5 FEET FOR EACH q0° - p BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. N wa;N PROJECT: NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL U1i.II 44 r CIRCULATION THROUGH WINDOWS OR DOORS TO z m OUTDOOR SPACES AS PER NYS MECH. CODE SECTION ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "0-005" FOR NAILING tE STRAPPING DETAILS. I GREEN 403.3.2.3; INSTALL A5 PER MANU. SPECS **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" I RESIDENCE O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 WINDOW CHART WIN7OW5 ° allN ONEW FLOOR: CLEAR pyo 960 WILLOW TERRACE I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SGRE4; ROUCSH OPENING WINDOW DIMENSION Q!Z)- 50REN PERIMETER OF SHEATHING 4" 0.0. 4 12" O.G. ® TAG TYPE MODEL # WIDTH RE NIN 20°O TEMPERED luxm I ORIENT NY INTERIOR. SEE SECTION 4 6-002.00 FOR INSULATION. MODIFIED _ 2.NEW FINISHED FLOOR PER H.O. SELECTION HEIGHT REQ'D:24" p J w WIDTH HEt6HT WIDTH HEIGHT OPEN REO'D: 5."1 S.F. Q�O GARAGE EXTERIOR WALL CONSTRUCTION (WHERE NOTED): O j 4-r-1.6 S.F. n to . UPON "TYVEK" HOUSE WRAP (OR EQUAL) A DOUBLE HUNG FELDH3856 '- " 4�-a " 3'-2" 4'-8" 0(y o I DRAWING TITLE: • UPON 1/2" GDX PLYWD. SHEATHING OLOOKINC ® ALL a w PLYWD SEAMS) B GPIGTURET ELCAP4155 3'-5� 4'-'71" 3'-4�" 4'-7 ° Q p o I PROPOSED FIRST FLOOR PLAN • 2"xb" STUDS ® I6" O.G. w/DBL. TOP PLATE ----- I- • MIN. R-20 INSULATION W/R-21 INSULATION G GPIGTURET LELCAP511A '-I" I'-"1 z • 5/5" GYPSUM BD. WALL FINISH O • CONFIRM EXIST. EXT. WALLS ARE INSULATED TO CODE �NINVONS BELLOW ARE EXISTING ANDERSEN (DIM. MU5T V.I.F.}. TO BE REPLACED WITH MARVIN EQUIVALENT. 5EE PLAN NOTE #4 ° HIGH EFFICIENCY LAMPS: EGRESS NOT LESS THAN qO% OF THE PERMANENTLY INSTALLED LIGHTING CLEAR PAGE: FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMP5, AS PER 2020 NYS EGG R404.1 TAG EXIST. TYPE MODEL # NOTES WINDOW DIMENSION OPENINGTEMPERED WIDTH REQ'D: 20" HOT WATER PIPING INSULATION: HEIGHT REO'D:24" 1 A-104 ., 01MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE OPEN REO'D: 5.71 S.F. - - - _J INSULATED TO AN FOLLOWING GONDIRTIONS PER 2020 NYS EGG R403.4-VALUE OF NOT LESS THAN R-5 � 8403.5: D DOUBLE HUNG 3462 ��R THE - 3'-5 b_4� 1-7f C'7f J 4 1 I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING _ T LI I�J FLUIDS >105°F OR<55°F (R403.4) E SIDELI6HT TO MATCH DOOR HT. I O 6 8 IF 2. PIPING S" AND LARGER IN NOMINAL DIAMETER DATE: 01/11/22 8 OF 11 F -7-DOUBLE HUNG 2846 2'-�i 4'-8�" 22'-10" 3. PIPING SERVING MORE THAN (I) DWELLING UNIT 4. PIPING LOCATED OUTSIDE CONDITIONED SPACEPROVCASEMENT F--c- -- GIRGLULAR 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD . b. PIPING LOCATED UNDER A FLOOR SLAB WINDOW PER H2O.^Amm �F 'f. BURIED PIPING PROPOSED FIRST FLOOR PLAN 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS H CASEMENT GW235 4'-8 3'-4 " OTHER THAN DEMAND RECIRCULATION SYSTEMS. - - - SCALE: I/4" = I'-O" I DOUBLE HUNG 2032 J DOUBLE HUNG 5062 3'-I b'-4j" tI K DOUBLE HUNG 3046 3'-I 4'-89" L DOUBLE HUNG 7 5042 51-191. 4'-4g" F 0ENERAL 5", '1�50L < Y : � U a � NEW PARTIAL HEIGHT OZ O EXISTING TO BE DEMOLISHED WOOD FRAME (L.&. 5TL. O WHEN APPLICABLE) J F- %-I EXISTING TO REMAIN a W NEW WOOD FRAME (L.&. NEW FOUNDATION WALL 5TL. WHEN APPLICABLE) F Z MIN. 2 2"x4" STRUCTURAL O NEW I-HR FIRE RATED ( ) Z -; ® P05T FOR 4" WALLS J WOOD FRAME (L.G. 5TL. J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C) POST FOR b WALLS), U.O.N. 0 " O NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. dIm WHEN APPLICABLE) ZO 2 p r � Z � FLOOR PLAN NOTES a J DOOR NOTE: 2" 12'-jy2" 5'-O" 12' 00 -Oy2" 10'-sy2" J OI I. INSTALL NEW INTERIOR DOORS IN-KIND BY 'JEELD-WEN' L C L L L (OR EQUAL). Z v CO 2.INSTALL NEW EXTERIOR DOORS IN-KIND BY 'MARVIN' O (OR EQUAL) BLACK TRIM TO MATCH WINDOWS. Til 3.DOOR TYPE TO SELECT 4.PLACE DOORS 4" MIN. FROM PERPENDICULAWALL5 CRAWL SPACE 4 2¢xb� 4 4 I \ � 5. INSTALL A5 PER MANU SPEG.'s R. a Z � b.PROVIDE (2) 2"x8" HDR.,U.O.N. to -1. SEE PAGE 6-003 FOR ALL OTHER FRAMING _ W N W (D ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. �`" 7 hili.-, ` •,: - LO STAIR 8 RAILING NOTE: ~ O 2 ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI O I. } d MIN. IO" Tr - RISERS SHALL BE CLOSED !ll 2. 42" HIGH GUARDRAIL d SPINDLE SPACING - _ _ NOT TO ALLOW PA55A&E OF A 4" Q SPHERE_; m �n MODIFIED 36" HIGH HANDRAIL 3 SPINDLE SPAGIN6 NOT KNEE-WALL TO CLEAR U C�' 8�5��7M b B TO ALLOW PASSAGE OFA 4" SPHERE EXIST. PIPING. V.I.F. m _ 3. 6RIPPABLE RAIL AS PER CODE T EXISTING W BEDROOM i- 4. RAILING TO BE WOOD 4 200 S.F. 3 _ U O SMOKE DETECTOR / GO DETECTOR _ 3 I. CONTRACTOR SHALL PROVIDE GORE COMPL6ANT I W NOTE i: SMOKE /CARBON MONOXIDE COMBINATION DETECTOR NEW REG. SM//GO ~ U HARD WIRED TO EACH OTHER w/BATTERY BACKUP. U J - A ROOM �l�J 2.INSTALL ALL AS PER MANU. SPEG.'s 328 S.F. (� ® 3 BELOW 4 = J 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR SM/GO _ O x � a IN COMPLIANCE WITH LOCAL CODE ! N 5M/00 in r q � WINDOW NOTE: Y O I. WINDOWS SHALL BE MARVIN "ELEVATE" ALUMINUM �/ \ GLAD BLACK EXTERIOR TRIM W/ WHITE INTERIOR TO KNEE-WALL HEIGHT THROUGHOUT REPLACE EXISTING WINDOWS IN-KIND U.O.N.; INSTALL m HALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE ROOM a ACCESS TO CRAWL P SPACES TO MEET NY5 CODE. V.I.F. 2¢xba \\ NOTE #q IN "6LA55 WINDOWS AND DOORS" ON PACE DEQ 6-002 IF CASEMENT WINDOW5 - ALL GSMNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUN6 - ALL DBL. HUNG WINDOWS T'O BE ' O O a TILT WASH 10 3.ALL CLAZIN6 WITHIN 18" OF FF TO BE TEMP. 6L. :t 4.5EE PACE 6-003 FOR FRAMING ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N. N _ � EGRESS NOTE: - _ S.F. IN COMPLIANCE WITH NEW YORK STATE BUILDING \ '\ . O STORAGE i i g BATHROOM r m 101 -1 CODE,SECTION 8510.2.1;THE FOLLOWING MEANS OF \\ EGRESS SHALL BE FOLLOWED: 10 NEW WALK-IN CRAWL SPACE MODIFIED (� 1 I � CLOSET _ NET CLEAR OPENINO........... 5.1 S.F. -►'-�/" HAL� �� „,{ a 46 S.F. NET CLEAR HE16HT............... 24" MINIMUM 2 - V" NET CLEAR WIDTH................. 20" MINIMUM �1ja� ry - - p. 3 ' n O PROVIDE NEW OAS FIREPLACE UNIT. HOMEOWNER TO 10 5M/GO SELECT. CONNECT AS PER MANUFACTURER SPECS; PROVIDE ALL NECESSARY VENTING TO EXTERIOR. WE 5'-O" 6'-lV2" N 12'-5y2" 10'-sy2" ONEW LAUNDRY ROOM: CRAWL SPACE x b I. NEW WASH /DRY HOOK UP T 2.COORDINATE LAUND. ROOM d DOOR DIM.'s W/SIZE OF EQUIP. 3.PROVIDE HOOK UPS AS REQS PER MANU. G K 4 I I DRYER EXHAUST NOTE: 1. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANI' EXISTING SHINGLE SIDING AT DORMER TO BE REPLACED OPENINGS 3.DUCT SIZE AS PER MANU. WITH WHITE "HARDIE',' (OR E0.) BOARD45A7TEN SIDING. 4.DUCT SHALL BE EQUIPPED w/A BACKDR:AFT DAMPER II'-O EXACT COLOR AND FINISH TO BE CHOSEN BY H.O. 5. TRANSITION DUGT5 SHALL NOT BE CONCEALED WITHIN NEW TRANSOM ABOVE (G). I CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM I LOWER WINDOW REPLACED z F- IN-KIND (K). z w SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED I � IN ACCORDANCE WITH UL 2158A. b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS R:UNNIN6 IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 5HEE:T-METAL 5CREW5 - - - - - - - - - - - - - - "T. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° w I Q BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 1- O NOT INCLUDE THE TRANSITION DUCT. Q I I PROJECT: NEW EXHAUST FAN SHALL BE INSTALLED WHERE O VENTILATION 15 NOT MET BY MEANS OF NATURAL CIRCULATION THROUGH WINDOWS OR DOORS TO I GREEN OUTDOOR SPACES AS PER N1r5 MECH. CODE SECTION " 403.3.2.3; INSTALL AS PER MANU. SPECS ALL NEW WINDOWS SHALL BE MARVIN; INSTALL AS PER MANU. SPEC.s. SEE PAGE 0-003 FOR NAILING 4 STRAPPING DETAILS. **5EE DOOR SCHEDULE FOR ALL 6LA55 DOORS FROM SAME MANUFACTURER" I i RESIDENCE Og ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 N(NDOW CHART WINUOWS I NEW FLOOR: EORE55 O I. NEW " PLYWOOD SUBFLOOR BENEATH (GLUE SCREW); ROUGH OPENIN6 WINDOW DIMENSION CLEAR I 960 WILLOW TERRACE SCREW PERIMETER OF SHEATHING 4" O.G. 4 12" O.G. ® TAG TYPE MODEL # OPENING TEMPERED INTERIOR. SEE SECTION d 6-002.00 FOR INSULATION. WIDTH READ: 20" ORIENT, NY HEIGHT REQ 2.NEW FINISHED FLOOR PER H.O. SELECTION WIDTH HEIGHT WIDTH HEIGHT 5.71 OPEN REQ'D: 5.'i S.F. EXTERIOR WALL CONSTRUCTION (WHERE NOTED : pOUBLE HUNG ELDH3856 3'-2 " 4'-8 3'-2" 4'-8" D RAW I N G TITLE: 10 . UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" CDX PLYWD. SHEATHING (BLOCKINS ® ALL CASEMENT -IF3 1, " PLYWD SEAMS) B PICTURE ELGAP4155 3-5 4:-'7 3-4� 4--r� Q I PROPOSED SECOND FLOOR PLA • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE F7ACTURE SEMENT " • MIN. R-20 INSULATION W/R-21 INSULATION G ELGAP3"ilq 51-1 • 5/8" 6YP5UM BD. WALL FINISH - IF • CONFIRM EXIST. EXT. WALL5 ARE INSULATED TO CODE "NIN©OWS BELLOW ARE EXIST[NO ANDERSEN (DIM. MUST V.I.F.). TO BE REPLACED WITH MARVIN EQUIVALENT. SEE PLAN NOTE #4 HIGH EFFICIENCY LAMPS: EGRESS NOT LE55 THAN q0% OF THE PERMANENTLY INSTALLED LIGHTING CLEAR PAGE: FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, AS PER OPENING I I 2020 NY5 EGG R404.1 TAG EXIST. TYPE MODEL # NOTES WINDOW DIMENSION TEMPERED WIDTH REQ D: 20" :� I HOT WATER PIPING INSULATION: HEIGHT 8EQ'D:24 IOPEN REQ'D: 5.1 S.F. A-105m0l MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG R405.4 d R403.5: D DOUBLE HUNG 3462 3'-5j" 6-4g" IF Q 1 Q I. MECHANICAL SYSTEM PIPING CAPABLE OF GAR:RYING E SIDELIGHT TO MATCH DOOR HT. I'-O" 6'-8" Q L- - - - - - - - - - - - - - - - - - - - - - - - FLUIDS >105"F OR <55"F (8403.4) _ - DATE: 01/11/22 9 01711 2. PIPING J" AND LARGER IN NOMINAL DIAMETER F DOUBLE HUNG 2846 3. PIPING SERVING MORE THAN (1) DWELLING UNIT IF F _J 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION MANIFOLD GIRGLULAR PROV. CASEMENT 2'-O" b. PIPING LOCATED UNDER A FLOOR SLAB G 2'-O" WINDOW PER H.O. PROPOSED SEGOND FLOOR FLAN 1. BURIED PIPING 8. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS H CASEMENT GW235 4'-8 3'-4 " OTHER THAN DEMAND RECIRCULATION 5Y5TEM5. - SCALE: I/4" = I'-O" I DOUBLE HUN& 2032 J DOUBLE HUNG 3062 _ 3'-I " b�_4 - i`� K DOUBLE HUNG 3046 L DOUBLE HUNG =5c 42 3'-I 4'-4j" [� (L d7 Q U UJ O ZLLJ _ O J Tl [� 5/4"xb" P.T. Q (yJ >_ ~ Z PECK BOARDS P.T. DECK JOISTS AS Z z NOTED ON PLANS N ZYiuu Ci-}y p Z UJ 0)(� 5/4" x REG'D J = }' rm _v HEIGHT P.T. RISER o EXIST. EXTERIOR EXIST.WALL L Y )-- Q- MIN. 4 BETWEEN EDGES OF 5HEATHING TREATMENT O <Q i:) I-Ii2" SGUARE BALUSTER 5/4"xb" P.T. — —° ° — —— ——— ——— — R-50G BATT ` (STYLE TO SELECT) DECK BOARDS `\ EXIST. 51DIN6 MATERIAL INSULATION 0 O O\2"x BLOCKING ® EA. EXIST.STUD KALE a- Lo IIx 5TRIN&ER TO MATCH SIZE BUILDING PAPER 4 HOUSE WRAP suB FLOOR a FLOORIN& SIMPSON H2.5A RAFTER OF P.T. DECK JOISTS TO FULLY OVERLAP FLA5HING Z TIE (OR EQUAL) EXIST. STUD WALL GAP FOR x FLOOR JOIST AS FASTEN STRINGER TO = Q BLOCKING (MIN. 6 5/4"xb" P.T. DECK DRAINAGE 5/4"xb" COMPOSITE ` PERP N Z � BOARDS FASTENERS) DECKING N.O.N. ON PLAN/ Q Lu 1. "Z" FLA5HIN& 5EGTION/DETAIL5) J NOSING _- (•ryp) JOISTS AS PER PLAN FASTENED w/(2) J 00 2"x12" P.T. STRIN&ER5 ® 16' 1 5/b"m x 5"LONG HEAVY DUTY GAL. > d" O 4" THK. x 8" WIDE x WIDTH Z HOT DIPPED GALV. OF STAIR P. GONG. PAD O.G. (MIN. 5 STRINGERS ® RIM BOLTS o Ib" OU INTO MUD SILL a HHANCZRB v.JOIST RIM BD.;WHEN•FOUND.WALL FASTEN FLASHING w/l2)5/b•m x 5"LONG APPROVED SIMPSON'(OR r `e EA. STAIRWAY) J IDRIP ED&E MASONRY ANC+M5 A Ib"O.G. EQUAL)•EA.JOIST O BOLTS ® EA. POST w/OVERSIZED P.T. DECK JOIST P.T. D.J. AS = WA5HER5 d END NUT PREBORED = COUNTER AS PER PLAN EXIST. Z >: 4 PER PLAN (V INTO BEAM, POST, DECK TIE d „ J015T5 AS PER PLAN FASTENED w/(2) FLASHING EXIST.FOUNDATION WALL "REINFORCED r ' 2 xb P.T. BLOCK IN BETWEEN C.oNGRETE SLAB Q Z RIM BOARD A55EMBF-LY NOTE: EA. STRINGER. FASTENED TO /8 x 5 LONG HEAVY DUTY GAL. P. GONG. PAD w/ 19/64° x m ALL DECKING SHALL BE FASTENED LAG BOLTS ® I6" O.G. INTO MUD SILL 4 LL J CV P.T. BEAM AS NOTED w/COATED DECKING SCREWS BY METAL &ALV. JOIST HANGER uj (D z - 5-1/2" CONCRETE 5GREW5 BY t- RIA�B .; HEN x FOUND. DNG APPROVED N - SOLID BLOCK ® I2" O.G. "DECK MATE (OR EQUAL) BY FASTEN SIMPSON (OR EQUAL) ® Lo Ix 1-1 GALIBURN (OR EQUAL) - MIN. EA. J015T Lo (2) SIMPSON DJT14Z (1) 1/2",P H.D. &ALV. THRU (5) SCREWS PER BLOCK O" MIN. MASONRY ANCHORS ® Ib" O.C. DECK JOIST TIE ®� BOLT w/OVERSIZED WASHER "Z" FLASF+IN6 � J � EA. POST 8 END NUT PREBORED INTO GRADE &RADE P05T b PECK JOIST TIE EXIST. FOUNDATION WALL t:�,� "SIMPSON" ABA44 I ® COLUMN BASE W cV 4"x4" P.T. POST Ep 12"41) 'SONOTUBE' FILLED ° 11 &,SDE 2 F-XTER I Oil V400D STAIR DETAIL � EXT. LED ER CONNECT I Oil DETAIL 4 INT. LEP ER CONNECT I Oil DETAIL I L u 0 A-40101 50LIP w/P. GONG., A-401.01 SCALE: 3/4" = 1'-0" A-401. SCALE: 1" = 1'-0" . SCALE: 1" = 1'-0" Lu (MIN. 4,000 PSI) ° z U J o w Q NX ° EXTERIOR NO0I7 I7F_GfG DETAIL B\ 811 H.D.G. LAC BOLTTSS (PREDRILLED) A-401.01 SCALE: 3/4" = 1'-0" — J- - — — — ��\ 3/8" THK. PL. 411 3/8" THK. H.D. �41I R-30G BATT GALV. PL. IN°iULATION STUD WALL WITH R-21 FLOORING MATERIAL BATT INSULATION GAP PLS-4TH 'A' METAL&ALV'JOIST HANGER SUB-FLOOR BY SIMPSON'(OR EQUAL)e EA.JOIST FASTENED TO BEAM FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE FLOOR JOIST AS AS PER MANUFACTURERS PER PLAN SPEC'. LVL LUMBER OR (2) :2" WIDE DIMENSIONAL LUMBER -> Q-• n RR. PERATTIC AS FLUSH PLAN 1EX15TINOl 7 </ "SIMPSON"COLUMN GAP INSTALLED AS PER MANUFACTURER'S SPEC. POST AS PER PLAN a aIXIST. G.J. AS PER 8 (4) 3/8" H.D.O.H PLANS .D.G. LAC G BOLTS (PREDRILLED) EXI'_sT. 4 °a ° a W 4"REINFORGE:D a "SIMPSON"BASE _ PROP. CONCRETE SLPB < CONNECTION(RAISED) O WALL 0 I'-b"CONCRETE AS�MAS MANUFACTURERS,-ANr TO FOOTIN& \ U REINFORCED CONCRETE SPEC. — --t- — � — '? 1 FOOTING PROPOSED EXISTINO 1(� BATHROOM BEDROOM 1LLI H NEN FLOOR 4 FOOT 1 N DF-TA I L 3/8" THK. PL. �41I � 3/S THK. H.D. EXIST. F.J. AS PER PLANS A-401.01 SCALE: 3/4" = 1'-0" 11/ 211 GALV. PL. PROJECT: GAP PLATE 'A' (SEE FLAW GREEN FOR CONNECTION OF STL. COL. TO (3) 1-3/4" WIDE f LVL LUMBER OR (5) :2" WIDE OR (4) 2"x WIDE (EXISTING PROP. MODIFIED z RESIDENCE DIMENSIONAL LUMBER OR 5.25 WIDE PSL COVEREDI IMODIFIED WALL PORCH `` PARLOR LIVING/DININGROOM � •� 960 WILLOW TERRACE ORIENT, NY FLOOR SYSTEM AS NOTED ON PLAN 11 r NEW 5TL. GAP PL. 'A' / FLOOR WOOD BEAM EXIST. F.J. AS PER DRAWING TITLE: PLANS WELDED TO COL.;SEE J A5 NOTED ON PLAN GAP PL. DETAILS 811 DESIGN DETAILS NEW 5-1/2" O.D. 50H 40 10 NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. _N / WELDED TO COL.;SEE FOUND. S FIER SIMS II I I II ii BASE PL. DETAILS FOR \ EXISTING BOLTING STEEL (OR EQUAL) �41I CELLAR) i EXIST. P. GONG. SLAB PROVIDE GOLD JOINT (PATCH AS REO'D) PAGE: AT GONG. SEAMS (TYPJ O O 3—I/2" O.D. SCH. 40 HOT i t a DIP GALV. )A COL. �"O �.■ O a (ASTM A123 AS PER s a F PLAN WELDED TO PL. f 8x8"x3/8" THK. EXIST. GRAVEL - a ' ° NEW (5) #5 HOR. �� STL. BASE PL. DATE: 01/11/22 10 OF 11 BASE 3.. I REBAR UPON (3) #5 O 0 /(4) I/2" GALV. THREADED RODS NEW 24"x24"xl2" HOR. REBAR (6 TOTAL) EMBEDDED INTO FOOTING MIN. BU I LD I i`l� SGT 101 DEEP P. GONG. PAD EXIST. FILL 4" w/ OVERSIZED WASHER AND A-401.01 SCALE: 1/4" = 1'-0" FTG. (MIN. 4,000 F51) - END NUT SETUP BOTTOM OF FOOTING SHALL BEAR UPON 501L 5'-0" MIN. BELOW GRADE;EXTEND FOOTING BENEATH 5LA5 TO THI5 DEPTH AS REO'D BASE PLATE 'B' COLUMN PAD FOOT 1 A1C DETAIL !,, STEEL COLUMN GAP BASE PLATE DETA I LS A-401.01 SCALE: 3/4" = I'-O" A-401.01 SCALE: 3" = 1'-0" a. V Q � H Q tz J r-I r'I Q w � � Z O z J J � � IX � 0 O O C Ln Cr >- d' m Z O _ Q Z � Q W J J 00 Z 0) 0 V1 vq Tq Z >: 4 vq cr Z N LL W w a Ln frr-I I` LA H O w U w F- U 4" FRESH AIR VENT \' m IL J j L THROUGH ROOF O 1 .. v I v Q i Q 1 I I I I NEW FULL BATH FULL BATH I NEW FULL BATH FULL BATH - 211 I I I NOTE: Ri I- I I i i Ri r 21 r 2"1 2"1 2 I I p ALL PLUMBING WORK O _ '(•- I � � SHALL CONFORM TO pp T q� Q4 Q4 LOCAL PLUMBING CODE X 2"I 2" 2" PROVIDE MO(OR EQUAL) i FP200 FRI I � I s I I I AT ALL PENETRATIONS IN FIRE V 3 I I I I LOU1 i I I RATED WALLS AND �w U I 13: 1 1 I p� I I p� w F I FLOORS/CEILINGS. PRODUCT W.G. :v =I .vi 13 s EGEND W 1 1_ 1- I- I I CONFORMS TO ASTM E 814, I- I I, I =I vHOT 15H0WER I TUB m SHOWER NI I� 1N TUB n1 �-------{ SUPPLY WATER I ASTM E 64, AND UL 14'la iv • -- -- GOLD WATER _.._.._.._.._.. _ -.._.— ._.._. _.._.._. _.._.._. _.._ f—..-.._..� SUPPLY RELOCATED FULL BATH FULL BATH KITCHEN RELOCATED NOTE: RELOCATED FULL BATH FULL BATH KITCHEN RELOCATED I I PROVIDE "ABESCO FF200 FR ALL PLUMBING WHALF BATH ORK LAUNDRY I I EXPANDING FOAM" (OR EQUAL) HALF BATH _ _ , LAUNDRY SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE _ 1 --I I I LOCAL PLUMBIN6 GODS 1 1 FLOORS/CECINAS. PRODUCT _ I2 1 I IY oa o� I RATED WALLS AND O 2 r- 2 1 21'1 1 2 1 1 2 r i 1 ! CONFORMS TO ASTM E 814, IL _ I GLEAN OUT 77�7 p� p� 1 I 2 _ I 1 2 1 2 3" AS REQ'D ip iASTM E 84, AND UL 147qZI 1 I I� I I .REMAIN uv vEXIST. F.A.I. TO a3 i F�7 X I S Q. I j w I� dl 10 I I I� 3 = I j I- I I ISHOWER I- I- 2" I I° m I 1= I jv m I j� 1 j= _ I - *1 1= I o v W.G. 1 .v W.G. 3 i •v W.G. �I I V 11 •v I I TUB I 1 DW WASHER NINI iv1 SHOWER I �+ m I IN (V 1 1 v �I .N NI j� _ N _ I- � DW WAASHER 1 •- I G.O. 311 :211 3.. 3.. 2 G.O. -----' -_ _ : _ _ _ - �u _.._..�.- ._.. ._ .- . .............. -.- --_.--._--.-- -_. .. �7 o.0. 41' I I j w 4" HOUSE 11Q I MAIN DRAIN G.O. TO PRIVATE0 � WELL 411 i TO SEPTIC �+ PROJECT: Q Q ' SYSTEM GREENv v � - x RESIDENCE FLUME31 NO RISER - DRAIN / NASTE / VENT FLUME31NO RISER — SUPPLY 960 WILLOW TERRACE ORIENT, NY SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101moo DATE: 11/22/21 11 OF 11 1 ✓r r ff 1• f•. i