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HomeMy WebLinkAbout51779-Z �O��oP$oulyo`o Town of Southold * * P.O. Box 1179 53095 Main Rd °�r+ � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46286 Date: 07/02/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 295 Grove Dr Southold, NY 11971 Sec/Block/Lot: 80.4-12.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/20/2025 Pursuant to which Building Permit No. 51779 and dated: 03/25/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations to existing single-family dwelling as applied for. The certificate is issued to: Christopher Marinaccio , Joanne Marinaccio Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: tho ' d Si ature 'OfSO(/T TOWN OF SOUTHOLD BUILDING DEPARTMENT • .�� 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#: '51779 Date: 03/25/2025 Permission is hereby granted to: Christopher Marinaccio 13 Bonham Ln Cortland Manor, NY 10567 To: construct alterations to existing single-family dwelling as applied for. Premises Located at: 295 Grove Dr, Southold, NY 11971 SCTM#80.-4-12.1 Pursuant to application dated 02/20/2025 and approved by the Building Inspector. To expire on 03/25/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $298.50 CO-RESIDENTIAL $100.00 Total $398.50 ---- — Building Inspector Inspector 50UTyO<o TOWN'_OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] ' FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] OUNDATION 2ND . [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ]' PRE C/O [ ] RENTAL REMARKS: DATE rot INSPECTOR. OF SOUTyOlo TOWN-OF SOUTHOLD BUILDING-DEPT. co►m,N 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR FF GH PLBG. FOUNDATION 2ND LATION/CAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ :] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: rN .4181nz 0 vl/ (kk DATE S- 1* * l mow., tW7 -< 96&- V E C E V J U i - 2025 Building Department Town of Southold Q.y.�. �- 1.5� _ ��_'A. t..f. Sa,.. lµ H�, �'.{ ,. � ` J_.�r_... ... �F i i Y M r`� �..,, FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) -------------------------------------- FOUNDATION (2ND) f LOA 417 ROUGH FRAMING& ................ —------ PLUMBING .........------ INSULATION PER N. Y. STATE ENERGY CODE FINAL —---------—----------- ADDITIONAL COMMENTS 0 (-Q. z ---------------- ro ---—--------- ------------ 4 AD ��o�°SufFot,r�¢G� TOWN OF SOUTHOLD—BUILDING DEPARTMENT ti Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y�o• �ao�� Telephone (631) 765-1802 Fax (631) 765-9502 hnps://www.southoldtownny_gov �k Date Received APPLICATION FOR BUILDING PERMIT V i i_1�,. For Office"Use Only 5'f if PERMIT NO. Building Inspector: i r e. .. F E B 1 8 2025 Applications and forms must:be filled out in their entirety. Incomplete , applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNERS)OF PROPERTY: Name: SCTM #1000- Ufa - --- Project Address: Phone#: Email: Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Mailing Address: Phone#: _ Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: _ Email;' :r DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition OdAlteration ❑Repair ❑Demolition Estimated Cost of Project: tOther y $ Will the lot be re-graded? ❑Yes Lilo Will excess fill be removed from premises? ❑Yes ONO u 0 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes' No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):�/pU'A- 060 l�f I(� �(�� Authorized Agent El owner Signature of Applicant Date: STATE OF NEW YORK) SS: COUNTY OF 900� M&SO C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the M\h 1\R001� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this on_,, day of r �ilt� ,20�,5 Notary Public LAURA.NLUM DE I.A CRUZ NWW e of NOW PROPERTY OWNER AUTHORIZATION �01DE62 Yak C alified In Suffolk Co (Where the applicant is not the owner) � ^vaoffis I, U�i U residing at do hereby authorize fa� Mmkso &aI LA to apply on my b.ealf to the Town of Southold Building Department for approval as described herein. t I/Owner's Signature Date Print Owner's Name 2 t_ f '� R,-` }�', f �f�' �►�"r .�.+tom. "Y!'h ♦'"ix �_ crA.� -. � 1} � �� ;� 1•-� 1 I ;-w '•t 4 I, it ;`'� - � >(' .t?:vr �`ems' •'°^`"I� �:;! '•��� 1 ��.___ - t 1 �9ar (� r�rJ L/ "'�• r t {`.f:2.�•Rai�•r.• _#� ^� TT• a�ii f r-•,�ai�� 1 '. � - ��: i- ,:,r:.},`��r�ff�J h' •r,�G??`(y,..�Y�'"'`'d•''r`1..i � t/�iY�•'�r /1 � f1 • 1, ,.-. eft„� A h„--f :r�ry t��r• �",_'a ':L� l i/�,� Y� :j'.h��� ,} tiJ�_'_' �;i APPROVED AS NOTED oATE•� " BP. � I NTE RIOR .. FEE NOTIFY BUILDING DEPART TAT 631-765-1802 8AM TO 4PM FOR THE RENOVATION FOLLOWING INSPECTIONS: I. FOUNDATION-TWO FOR POU EDCONCCRETOEUIRED 295 Grove Dr Southold, N.Y. 11971 0 2. ROUGH+OFRAMING&PLUMBING INSULA t00% ra C t"% 95 U I 1%mw V e I ki I dic I I N�� 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS 295 Grove Dr Sout o N .Y 11971 NEW COMPLY NTH ALL CODES OF AS REQUIRED RED/N.Y.SEC ANDRK STATE TOWN CODESO OF V'1NZBA VM PLAWNG BOARD WN TRUSTEES INTERIOR RENOVATION �JCCUPANCY� OR USE IS UNLAWFUL WITHOUT CERTIFICAT OF OCCUPANCY ELECTRICAL P,ISPECTION 11EQUIRED DRAWING LIST Provide wtndborne debris Paradise protection for new exterior Shcres Beach TITLE PAGE A glazing on buildings as per _001 NYS Code. GENERAL NOTES A-002 _ PROPOSED DEMOLITION PLANS D-100 ,m_-'?,��'.� tl� :.:•_. , ��� PROPOSED FIRST & SECOND FLOOR - 100 - ... `.`� �— �}�u ,*� � a •,lj°"'?,a�, -.,,;.,�,' e, " �' „�«aYreacia,,,• ,}',.� ',� " .< � i .\ r � 4 '' •a', ...,s<...,.,a._ .. .x f, s 8�a ; �� f a.q ,�g„ ° Lid' N PayvY r_w Rd ©!f t?'.ho1`I Pro Ati10 Ural rites! Clean Serv<ees \ \ �- �•'�� .^`4a'':%gip,' a' ; •. ti .�"t j��^s � * ? i.'j `d. 4♦ , �.+ 1 1,0 tfi',rn !`'}:1= t• „'.t_.r`-'^ \ j, .+.at.+s ''rtm; x+a y'* ,r' i...s.` - .. „f , i *�e' x e tl�r�„ - ,,,e°`.n4,{yy t., r? �" •� .,� _ 11F !'tls �, _" - - -«• - - -. - - - - ,.. \ \ ` i•a V.3`a�"'�s,'.�' f, ' Y y_� . . °a"14%�M1�. - � �l x^ .l ' � C,1'��~ I L.- LOCATION MAP a M f\ �+�,'.�1 a ..,�; s T �• $ v"' -q 4 4 42 Q- k. N �TF �0 CO3:P N I-`U No. Issue Issued to 295 Grove Interior Renovation • Scale Date Drawn By 1/4" = V-0" 1/21/25 FR 295 Grove Residence 295 Grove Dr Southold, N.Y. 11971 TITLE PAGE Dwg. no. NA - 001 I -.- __ INTERIOR NOTES $ SFEG I F I GATI ONS WOOD FRAMING MATERIAL STANDARDS CARPENTRY GLASS WINDOWS AND DOORS E Y I A7I O I S IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I.ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 875) UNLESS I. ALL GLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. -__ TOGETHER AT ALL TIMES.IT 15 ALSO THE C.ONTRAGTORS RESPONSIBILITY TO READ ALL NOTES, OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY OTHERWISE NOTED. BD. BOARD INSUL. INSULATION RENOVATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING 2.CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER _ __ �_ JURISDICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR A&ENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 5" MIN. FOUNDATION EXPOSURE. - --_-- 6REATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING&LASS DOORS,SKYLIGHTS,AND ANY GLASS UNIT INSTALLED BLDG. � BUILDING K KIPS (1000 LBS) 295 Grove Dr Southold N.Y. 11971 GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 5.SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO WITHIN IS" OF FINISHED FLOOR SHALL BE OF IN50LATED TEMPERED CLASS, - 1.NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD PROVIDE SILL SEAL/INSULATION.SIZE OF SILL TO BE(2) 2"xb",UNLE55(1) 2"xb+ UNLESS OTHERWISE NOTED. BM BEAM � MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT,AS 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 2.ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL&LASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. �B.O. - BOTTOM OF MAX. MAXIMUM ALL DIMENSIONS,CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR -_ -__-_.__ IDENTIFICATION: : ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, EQUAL. MECH. MECHANICAL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. I 5.ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE BOT. BOTTOM . PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER,PREFABRICATED WOOD TRUSSES,GYPSUM,HARDBOARD,AND STRUCTURAL 5.MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN ENERGY CONSERVATION CONSTRUCTION GODS. 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL CODES B.O.W. BOTTOM OF WALL MIN. _][MINIMUM PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING FLOORS,ROOFS,AND WALLS. -_------------- -----_-_ _ AND AUTHORITIES HAVING- JURISDICTION. b.PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS,WINDOWS,OR G.J. f CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1488 RULES SPECIFIED IN 1.1 THROUGH I.B. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6"OF AN EXTERIOR SURFACE. 4.ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL J015T5 UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, - -_____ _ ___ _ I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, U.O.N. COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL _ BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY T. ALL BEAMS,GIRDERS,ETC. TO HAVE MIN.OF 3-I/2" BEARING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE ______ ___ _ _ __- _ _ SHALL BE CLARIFIED WITIi THE ARGHITEGT/ENGINEER BEFORE PROCEEDING b. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS _ - WITH THE WORK. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 5. MIN. HEADER TO BE (2) 2"xIO"UNLESS OTHERWISE NOTED. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OGG. OCCUPANCY 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR �� INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DFE DESIGN FLOOD ELEVATION -1 PBFE PRELIMINARY BASE FLOOD ELEVATION I b.NO DEVIATIONS OR GH,gN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qg. P.T. q.ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH UNLESS APPROVED BY THE ARCHITECT G ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE - r 1.2.CLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION P. GONG. �I POURED CONCRETE 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE - --- - - - - - THE PROVISIONS OF AN51/ALTO A I 10.1 STRUCTURAL GLUED LAMINATED ON PAGE 6-003.GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND BEFORE THE START OF FIZ4MING TIMBERS. ROOF AND 15 OF COX CRAVE,UNLESS OTHERWISE NOTED.SEE FLOOR PLANS ROUGH CHARACTERISTICS 5 ARE A5 FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING,U-FACTOR,LIGHT AREA,VENT AREA,AND EGRESS - 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.5.PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NG PREFABRICATED APPLICABLE. REQUIREMENTS. [EA. EACH 1 PLYWD. PLYWOOD q. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE �ELEVV. ELEVATION P.T. PRESSURE TREATED STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 11.SUB FLOORING,GENERALLY,TO BE OF 5/4" THICKNESS AND OF COX GRADE. TEMPERED CLASS. - -- -- -_ - - STRJCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND CLUED,U.O.N. - 10.OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES,CERT.OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 11. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 11 __ ---- --�� REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK'HOUSE WRAP OR GLAZED OPENING PROTECTION SHALL MEET THE REOUIREMENTS OF THE LARGE EXIST. EXISTING Ri RISER EVALUATION REPORT. APPROVED EQUAL. II.THESE SET OF DRAWINC35 ARE THE PROPERTY OF ANTHONY PORTILLO,RA MISSILE TEST OF ASTM Elggb AND ASTM E1556 A5 MODIFIED BY 2020 NYS BG -_ ---- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 1.4.STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT SECTION 501.2.1.2.1.GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. - EXTERIOR RM. ROOM PERM15SION FROM THE ARCHITECT. THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR -__ USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. AN51/DASMA IIS. F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12.THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN,THE 14. PROVIDE W GROSS BRACING AT JOISTS,STUDS,AND RAFTERS WHEN SPANS RESPONSIBLE FOR DESIGN INTENT ONLY. 6OVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS EXCEED V-O" AND AT EVERY V-O". 12. AS AN ALTERNATIVE TO NOTE#II ABOVE,WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO � 5TL. STEEL TAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN&'SHALL - 13.THE CONTRACTOR SHALL OB 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,SEE ALSO PAGE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND I F.A.V. FRESH AIR VENT 11 S.V. (SMART VENT 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE --- O 6-003. _---- - 14.THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL 6OVERNIN5 BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 PER THE ANGHOPAGE METHOD SELECTED IN ACCORDANCE WITH TABLE ---- _-- RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN GLASS AND LEAVE WORK SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. NECESSARY. CONNECTED WOOD TRUSS CONSTRUCTION,THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED -_--- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17.PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. ON THE BUILDING. IF FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES L6.GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL IB.AT "l^lET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PE PLUMBING =[CODE. FOUND. [FOUNDATION T.D.W. _ TOP OF WALL AND ORDINANCES. _ MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM GENERALLY,SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB 1,CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN,WASTE,AND VENT(DWV) FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr I TREAD WALLBOARD,ASTM C37 SPECIFICATION FOR GYPSUM LATH,OR ASTM G7q FLOOR SHALL NEVER EXCEED A I6" SPAN. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. _ _ -_ THE 5UB-GONTRAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. -- ---- COMPLETION OF PROJECT. Iq G G. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. [FR. ��FRAME TYP. TYPICAL 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PAGE 0-003. -- - 17.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ANSI/AHA AL35.6 HARDBOARD SIDING. 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 3. ALL WATER PIPING T HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION _____ ARGHITEGT/ENGINEER,AND THEIR AGENTS AND EMPLOYEES FROM AND AND AT BASE OF VERTICAL WASTE PIPES. l AGAINST ALL CLAIMS,DA MACES,LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING,OCCURS,FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF L8 STRUCTURAL PANELS: TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER - -- _ 4.USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE(A) METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD FOOT. GYP. BD. GYPSUM BDARD V.I.F. VERIFY IN FIELD IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AB5ORE35 NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, -- - - - - - MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER H.D. (HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK 5.GENERAL TRAP AND WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED: VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND MANUFACTURER SUCH A5: HANGERS,NAILS,5GREW5,FLASHING,ANCHOR BOLTS, ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM).(B) I5 CAUSED IN -DISH WASHER.........................................2" INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION OF THE - KITCHEN SINK........................................2' PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. ................................................ - --- - GONTRAGTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY - LAVATOR 2" WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODEHNGR HANGER I ZR ZONING RE50LUTION EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY -SHOWER/TUB..........................................2" EVALUATION REPORTS. 21. LVL(LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: -__- --� BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A - TOILET........................................................3" HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. A. 7RU55 JOIST McMILLIAN IAE MICROLAM - LAUNDRY .................................................2' 1.8.2.ORIENTED-STRAND BOARD(056),WAFERBOARD ORIENTED-STRAND B.6EOR&IA PACIFIC 2.OE 6-P LAM - FLOOR DRAIN..........................................3" 0. ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET PSL(PARALLEL STRAND LUMBER) DENOTES: BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLACING THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE VOLUNTARY A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT ALL TO BE INSTALLED AS PER MANU. SPEC.'s THROUGH ROOF. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL-USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN05 APPLICABLE CODE EVALUATION REPORTS. 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASLY ACCESSIBLE DRAIN a I NSULAT 1 ON � FENESTRATION RECOU I REMENTS� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE 60VERNINC BUILDING CODE, DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW AUTHORIZATION OF THE A,RGHITECT/ENOINEER. 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S PROTECTION. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY CODE EVALUATION REPORT. PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 8 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED COMPONENT VALUE CITATION (PER 2020 NYSECCC) COMPLIES NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS EVALUATION REPORT. 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL WITH BACK FLOW PROTECTION. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN.NOTCHES IN THE - 1.5.4.FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL U-VALUE.0.25 MAX.U-VALUE=0.32 20.CONTRACTOR TO REMOVE E RELOCATE AS REQUIRED ALL EXISTING WORK SHALL MEET THE PROV15ION5 OF ANSI/AHA AIg4.I CELLULOSIC RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT HEALTH DEPARTMENT STANDARDS AND REGULATIONS. FENESTRATION u-VALUE AIR LEAKAGE=0.30 cFM/5F MAX.AIR LEAKAGE• 030 GFM/SF YE5 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. FIBERBOARD OR ASTM 020& STANDARD SPECIFICATION FOR EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED I PER R402.4.3 t TABLE R402.1.4-CLIMATE ZONE 4�� CELLULOSIC FIBER INSULATING BOARD. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. R-3o BATr INSULATION W/3" MIN. -VALUE- 49 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S TO CONGEALMENT OF PLUMBING. CEILING R-VALUE OYES O SPECIFICATIONS,UNLESS NOTED OTHERWISE. L8.5.STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPRAY FOAM(R-VALUE PER INCH) PER TABLE R4o2.12-CLIMATE ZONE 4 L _�J STRUCTURAL APPLICATIONS SHALL FEET THE REQUIREMENTS OF U.S. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE II. NOTCHING AND BORING OF STUDS,JOISTS,RAFTERS A5 PER BUILDING CODE. ���� 22.PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED EXTERIOR(2"xb")WOOD R-21 BATT INSULATION MIN•R-VAL UE=20(CAVITY) �� (P5- 1),THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED FRAME WALL R-VALUE PER TABLE R402.I 2-CLIMATE ZONE 4 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE NOR ANY POTENTIAL DAMAGE THEREOF. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. EXTERIOR(2"x49 WOOD s"SPRAY FOAM INSULATION MIN.R-VALUE-20(GAVirr) COPYRIGHT PROTECTION ACT OF IggO(AWGPA),WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. FRAME WALL R-VALUE (R-VALUE 7 PER INCH) PER TABLE R402.12-CLIMATE ZONE 4 =YE- 2.2.FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MECHANICAL.FUEL OAS: ---- CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 25. FOR NEW WALLS,A PERFORATED 5HEARWALL SYSTEM 15 USED. THE FLOOR R-VALUE [R-50 BATT INSULATION MIN R-VALUE= 19 CODES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I.MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE �PER TABLE R402.1.2-CLIMATE ZONE 4 IF `� 1.ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK 2.2.1.BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND NOTES,AND TABLES ON PACE 6-003 d 6-004. THE FASTENING SCHEDULE NY5 MECHANICAL CODE AND FUEL CAS CODE ---- -- _- HEX BOLTS AND SCREWS(INCH SERIES). SPECIFIES THE REOV NAILING FOR THE SHEATHING(ANY NAILING COMPLIANCE STATEMENT: STATE BUILDING GODS,2020 NEW PORK STATE RESIDENTIAL GODS,2020 TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FOUNDATION,CONCRETE.AND MASONRY COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2.2.2. LAG SCREWS: LAG,SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ SCHEDULE).HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED I.CONTRACTORS C VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS(INCH SERIES). SHEARWALL SYSTEM(INSTALL AS PER APPLICABLE DETAILS E MANU.SPEG.'s). APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. APPLIES NT O THE NE IN SUCH A MANNER O ASSURE THAT THE CONDITIONS H WOOD FRAMING,AND CONNECTION TO FOUNDATION - 201b WOOD FRAME 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES SUB-CTHE FIRST AND SECOND FLOORS ARE TAKEN INTO THAT ACCOUNT. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 26.COLUMN BEARING AS FOLLOWS: (AFSPA) AMERIGAN WOOD COUNCIL (ANC). STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END&RAIN, 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD b FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. WALL w/STEEL SHIMS d A MIN.5/4" OF NON-SHRINK GROUT. 3. SOIL TO HAVE MIN. BEARING CAPACITY OF(1)TOWSQ. FT.,U.O.N. PLUMBING CODE. SECURE w/(2) 1/2" m ANCHOR BOLTS(4" LONG EXPANSION BOLTS 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST. WALLS d 12" LONG HOOKED BOLTS® NEW FOUND. WALLS). FOR ANY 4. FOOTIN65 TO REST A MIN.OF 4'-O" BELOW GRADE,UNLESS 4.ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE GAGE ARE SPECIFIED,MINIMUM ASTM A653,STRUCTURAL QUALITY, POSTING® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING(® MIN. 16" OTHERWISE NOTED MECHANICAL CODE AND .2020 NEW YORK STATE FUEL OAS CODE. GRADE 33 STEEL SHALL BE USED.OTHER METAL CONNECTORS SHALL WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED® POSTING,U.O.N.). TABLE R30I.-7 MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY HOWEVER,WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE CLIMATIC, 4 GEOGRAPHIC, DESIGN CRITERIA 5. ALL ELECTRICAL WORK:SHALL CONFORM TO 2017 NATIONAL ELECTRIC ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWING5,U.O.N. IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS �\E~�ED ,�p� CODE,NFPA 70 AND 2020 NEW YORK STATE EFERGY CONSERVATION CODE EVALUATION REPORTS. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) C ANCHOR BOLTS, 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS GROUND SNOW LOAD 25 LBS CONSTRUCTION CODE. U.O.N. WITH TOP GAPS® STEEL COLUMNS TO BE MIN.Y4"BENT PLATE 8" LONG UNTIL 12T TIER OF FRAMING 15 IN PLACE. -- f � E.Ni ,X 2.2.5.NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD �� C SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. w/b" RISE s w/(2) 3/a"� BOLTS THROUGH CENTER LINE OF VERTICAL LEGS ALLOWABLE f - yC, t� SET 6" DIST.,U.O.N. -ADDITIONAL INFO. 15 FOUND ON PACE 6-003. 7.FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH j. Ci �� t ,A GENERAL WIND PROTECTION CONNECTION NOTES: I y � ti 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES f Z ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC. TO BE FILLED ?'=--= `J` SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B \: `� Z CONSTRUCTION;SSTD 10-qg AND 2018 SBG HIGH WIND EDITION WOOD FRAME SOLID WITH CONCRETE. L/I80 CONSTRUCTION AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE W/NO FINISHED GEILIN6 ATTACHED TO RAFTERS i '',� �� • I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS,FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. SEISMIC DESIGN CATEGORY B i ; FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. ASPHALT ROOFING SHINOLE5 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT WOODSGREWS(INCH SERIES). ( 2.2.7. SCREWS: SCREWS SHALL COMPLY WITk AN51/ASME B I8.6.1 INTERIOR WALLS # PARTITIONS H/I80 I.ALL SLOPED ROOFING SHINGLES SHALL BE 6AF-GLA55-A ASPHALT ROOFING 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRE551VE STRENGTH AT 28 WE`ATHERING SEVERE SHINGLES OR APPROVED EQUAL. DAYS OF 4p00 P.5.1.,U.O.N. INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2306 OF IBC SHALL FLOORS 3 PLASTERED CEILINGS L/360 _1�, C14442'' y�Q� BE USED IN AGGORDA NGE WITH MANUFACTURER'S RECOMMENDATIONS. 2.SHINGLES SHALL BE APPLIED OVER IS# BUILDING FELT,UNLESS OTHERWISE 11.GONG.SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITk FROST LINE DEPTH 3'-O" F OF N b MIL. POLYETHYLENE VAPOR BARRIER UNDER �� NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES,CONNECTORS,SCREWS,BOLTS AND NAILS EXPOSED MECHANICAL CONNECTIONS: AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. d 24" FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. 12.COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS K/PLASTER OR STUCCO FIN15H H/360 SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 3.PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF 13.BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL CONSTRUCTION. (1) WALL TIE PER(5) 50. FT. SHEATHING AND SIDIN.&,FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS,HEADER STUDS BY 'SIMPSON" MANUFACTURER. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 14.FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SPECIFICATIONS. MAX. 32'-O" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXTERIOR WALLS - WIND LOADS W/FLEXIBLE FINISHES L/120 S. RIDGE STRAPS SHALL. BE ATTACHED TO EACH PAIR OF OPPOSING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5.NAILING OF ROOFING SHALL BE TO CODE. 15. APPLY(1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR Vx4' LUMBER 15 LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY FROM FOOTING TO 2" ABOVE FINISH GRADE. LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY SIMPSON" b.CORROSION RESISTANT 11 CAGE ROOFING NAILS AND I6 GAGE STAPLES ARE RAFTERS. PERMITTED I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL DESIGN LOADS b. UPLIFT CONNECTORS:SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED OF 40"F AND FALLING,UNLESS APPROVED BY ARGHITEGT/ENOINEER. NO 7. PROVIDE(2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR CONCRETE SHALL BE PLACED ON FROZEN SURFACES. No. Issue Issued to 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 2:12 PITCHES TO 4:12 PITCHES . 16" WITHIN W OF EXTERIOR CORNERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY USE LIVE LOAD DEAD LOAD 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF ARCHITECT/ENGINEER. 295 Grove Interior Iterl Or Renovation� 1 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. EXTERIOR BALCONIES 40 sf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 16.PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND P P WHERE EVER APPLICABLE. OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf Scale Date Drawn B PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR ARCHITECT Ig.UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTINC75 ARE TO BE A Y BOLTS SHALL HAVE Ak MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. psf AS PER PLAN 1/4" 1 -��� 1 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS ,5. ALL CONNECTORS SPECIFIED AS A 'SIMP5 GYPSUM WALL BOARD ON" TOP MOUNTED BEAM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE PASSANGER VEHICLE GARAGES 50 -FOOTING. ALL 4" THICK P - /21/25 FR AND AT 5PACINC NOT EXCEEDING 4'ON CENTER. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 1.GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT GONGFZETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. COMPOUND METHOD. ATTICS WITHOUT STORAGE(MAX CLEAR HOT< 42") 10 psf 15 psf ELECTRICAL: 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 2. ALL GYPSUM BOARD SHALL 15 AN ON WALLS AND CEILING,UNLESS AS IN SOLID d SOUND CONDITION WITH AN EXIST,FOOTING OF MIN. IV' WIDE x 8" 295 Grove Residence TO 2017 NATIONAL ELECTRIC CODE,NFPA 70 AND 2020 NEW PORK STATE OTHERWISE NOTED. WATER RESISTANT(W.RJ AT BATHROOMS AND WHERE DEEP d 3'-O" BELOW GRADE. ATTICS WITH STORAGE (MAX CLEAR HGT> 42") 20 psf 15 psf ENERGY CONSERVATION GONSTRUGTION CODE. DEEMED APPLICABLE. INSULATION 3. 5/5",ONE HOUR RATED,TYPE W GYPSUM BOARD ON GEILIN6 AND WALLS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET SITE WORK 295 Grove D r Southold, N.Y. 119 71 COMPLETION OF WORK. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR SLEEPING ROOMS 30 psf 15 psf 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: FOIL TO BE PLACED TOWARD WARM SIDE. EQUIPMENT,CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 2.VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, -GENERALLY,VERIFY OR PROVIDE HARD WIRED 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION CONCRETE PANELS OF 5/B" THICKNESS MINIMUM. RECEIVE GLARIFIGATION FROM ARCHITECT/EN6INEER PRIOR TO PROCEEDING. STAIRS 40 psf 15 psf SMOKE DETECTORS w/BATTERY BACK-UP IN: WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 4. FINISH JOINTS,J-BEADS,NAIL DIMPLES,CORNERS,AND EDGES SHALL BE A. EACH SLEEPING ROOM CONTRACTOR OR OWNER.CARE SHOULD BE TAKEN NOT TO VAMAOE TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 3.EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. GUARDRAILS AND HANDRAILS 200 psf 15 psf FOUNDATION WATERPROOFING. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING General Notes TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. SITE. STOCKPILE ALL EXCAVATED MATERIALS. B. OUTSIDE OF EA(:H SEPARATE SLEEPING 3.GENERALLY,UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 12 psf FOR ATTIC AREA IN THE IMMEDIATE VICINITY OF -q" R-50 FOR FLAT GEILIN65 5.A METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 4.NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TREE ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR OATH. THE BEDROOMS(GENERALLY THE HALLWAY) -8.25" R-500 FOR VAULTED AND CATHEDRAL CEILIN65 ALL OPENINGS. ROOTS,ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 55" R-13 FOR 2"x4" WALL CONSTRUCTION b.FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. G. EVERY LEVEL OF DWELLING - 5.25" R-21 FOR Vxb" WALL CONSTRUCTION *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH (BASMENT,FIRST FLOOR, s SECOND FLOOR,ETC.) - 5.25" R-21 FOR FLOORS 5.PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ASGE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) Dwg. no. ��7 r::::� A - 002 r I DRAWING LEGEND SHIFT EXISTING INTERIOR WINDOW RIGHT EXISTING STUD WALL __ RENOVATION NEW STUD WALL =_ =_ - DEMO VVILL 295 Grove Dr Southold, N.Y. 11971 DEMO DOOR ® PRIMARY BATH 0 II II w WALK IN I I z GREAT R7P PANTRY I EXISTING DOOR0 CLOSET II a II z II o I I X CLOSET#2 I I OPEN TO STORAGENEW DOOR \ w BELOW i II — II I�DUCTWORK CHASE I II rr — � — i / JER RM. UNDRY KITCHEN I� HALL DN BEDROOM#2 DN z LA w o LOFT cs � UP z_ a LL z j W I Q PRIMARY II CLOSET BEDROOM s \ i J� — BEDROO,'A#1 _ _ J LIVING RM. DINING AREA / ENTRY BATH ' CLOSET CLOSET#1 ROOM. CLOSET Existing First floor Demo Plan O Existing Second floor Demo Plan O 1/4" = 1'-0" D S. NJc�, 044425 Q/ 4T� OF NF' �n CRAWL UNFINISHED SPACE BASEMENT No. Issue Issued to 295 Grove Interior Renovation Scale Date Drawn By 1/4" = 1'-0" 1/21/25 FR 295 Grove Residence DN 295 Grove Dr Southold, N.Y. 11971 DEMOLITION PLANS Dwg. no. n Existing Basement Demo Plan �' 1/4" = 1'-0" ND - 100 z INTERIOR DRAINING LEGEND KING STUDS EXISTING STUD WALL RENOVATION NEW STUD WALL CRIPPLE STUD —� DEMO WALL 295 Grove Dr Southold, N.Y. 11971 HEADER -I11 III DEA"0 DOOR III JACK STUDS EXISTING DOOR TYPICAL HEADER CONNECTION / ATTV DOOR NEW HEADER(2) 2"X12" r - O PRIMARY ® BATH z o ; b w o z i GREATRM. PANTRY L LL � z j CLOSET#2 DUCTWORK CHASE OPEN TOU t STORAGE BELOW DUCTWORK CHASE w - r 1 ]g�:ER RM. UNDRY KITCHEN HALL NEW HEADER(2)2"X12" BEDIR #2 DN z LOFT W o z a LL Z_ ~ f7 N X w PRIMARY ] U O CLOSET BEDROOM BEDROOM#1 LIVING RM. D,NING AREA CLOSET#1 BATH ^i ENTRY CLOSET ROOM. 0444?."' OQE j' CLOSET OF E� n Proposed first floor Proposed Second floor 1/4" = 1'-011 /1 4�" = 1'-0" No. Issue Issued to 295 Grove Interior Renovation Scale Date Drawn By 1/4" = 1'-0" 1/21/25 FR 295 Grove Residence 295 Grove Dr Southold, N.Y. 11971 PROPOSED FIRST & SECOND FLOOR Dwg. no. NA - 100 z