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HomeMy WebLinkAbout47167-Z 's;g11FF0i o9 Town of Southold 2/10/2024 o - P.O.Box 1179 co �. 53095 Main Rd Gy�j4� �oo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44970 Date: 2/10/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 90 Kimberly Ln., Southold SCTM#: 473889 Sec/Block/Lot: 70.-13-20.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/15/2021 pursuant to which Building Permit No. 47167 dated 12/2/2021 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: finished basement(recreation room)to existing single family dwelling as applied for. The certificate is issued to Karibu LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47167 1/2/2024 PLUMBERS CERTIFICATION DATED Auth rize Si nature o�g�FFBI* TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • 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 #: 47167 Date: 12/2/2021 Permission is hereby granted to: Bierman, Rick 130 W 15th St Apt 11 D New York, NY 10011 To: Construct screen porch addition to existing single family dwelling as applied for. 6j2/,4/2��=.Ame`nd permit to include finished basement area. At premises located at: 90 Kimberly Ln., Southold SCTM #473889 Sec/Block/Lot# 70.-13-20.20 Pursuant to application dated 11/15/2021 and approved by the Building Inspector. To expire on 6/2/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $300.80 CO-ADDITION TO DWELLING $50.00 Ad ENDIVIENT' O PERMIT $2�54.40. Total: $605.20 Building Inspector TOWN OF SOUTHOLD ay BUILDING DEPARTMENT x TOWN CLERK'S OFFICE oy • o�� SOUTHOLD, NY BOLDING 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 #: 47167 Date: 12/2/2021 Permission is hereby granted to: Bierman, Rick 130 W 16th St Apt 11 D New York, NY 10011 To: Construct screen porch addition to existing single family dwelling as applied for. At premises located at: 90 Kimberly Ln., Southold SCTM #473839. Sec/Block/Lot# 70.-13-20.20 Pursuant to application dated 11/15/2021 and approved by the Building Inspector. To expire on 61212023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $300.80 CO -ADDITION TO DWELLING $50.00 Total: $350.80 Building Inspector �o�Suffol,t�o TOWN OF SOUTHOLD �y BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE Wo • SOUTHOLD, IVY BWLDING 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#: 47167 Date: 12/2/2021 Permission is hereby granted to: Bierman, Rick 130 W 16th St Apt 11 D New York, NY 10011 To: Construct screen porch addition to existing single family dwelling as applied for. At premises located at: 90 Kimberly Ln., Southold SCTM #473669 Sec/Block/Lot# 70.-13-20.20 Pursuant to application dated 11/16/2021 and approved by the Building Inspector. To expire on 612/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $300.80 CO-ADDITION TO DWELLING $50.00 Total: $350.80 Building Inspector pF 50(/r�Ql Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinc@-town.southold.nv.us Southold,NY 11971-0959 Q�yCOUff N '�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Karibu LLC Address: 90 Kimberly Ln city:Southold st: NY zip: 11971 Building Permit#: 47167 Section: 70 Block: 13 Lot: 20.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 2 Switches 5 4'LED Exit Fixtures 11 Sump Pump H Other Equipment: Geo Thermal (2), HW Heater(1) Notes: " AS BUILT NO VISUAL DEFECTS " HW, Geo Thermal, Lighting in Basement Inspector Signature: Date: January 2, 2024 S.Devlin-Cert Electrical Compliance Form / o��OPSOUtyp �l 1 b17 (�C) el"'k,� tA - # # TOWN OF SOUTHOLD BUILDING- DEP conm '' 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. .] 'FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]'FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION J . ] FIRE RESISTANT-PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE-VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR ho�a0f SOUTyo� * # TOWN OF SOUTHOL BUILD N EPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION (/ ] PRE C/O [ ] RENTA REMARKS: C�/I If DATE INSPECTOR �j�//_✓� OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ t�FINAL a� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &se&aLj: V71 6f4 eooc-A /to Lit? P DATE / o?a z INSPECTOR RCHITECT MARK SCHWARTZ &ASSOCIATES 28495 \Main Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 tv%v,.v.mksarchitcct.com January 02,2024 _ Southold Town Building Department J A N - 2 2024 54375 Main Road Southold,New York 11971 r -•', Y 1- tt: ?, t Re: Pasqual Schaary property 90 Kimberley Lane L-_ Southold,NY SCTM#1000-70-13-20.2 Permit#47167 To whom it may concern, I have been on site during the construction phase for the basement construction. The framing and insulation installations have been completed as per plans and to the best of my knowledge,meet or exceed NYS code requirements. The proposed Screened Porch was not built. Please call this office with any questions you may have. Sincerely,, :A' 'y F .. Mark Schwartz A1A \'temper American Institute of Architecture 2/7/24, 12:43 PM IMG_8968.jpg a I T :i a a • !}M � fJ i. FEB _ �024 https://mail.google.com/mail/u/0/#inbox/FMfcgzGxRdvrcmCgHRCLSkSQgBLd N DNt?projector=l&messagePartld=0.l 1/1 2/7/24,12:44 PM IMG_4366.jpg i I 1 F E B - 7 2024 https://mail.google.com/mail/u/0/#inbox?projector=1 7/1 FIELD,IrTSRE,C 'IU�Y: P: RT•, ?ATE::; `: ' Gd1VI1V NTS FOUNDATWN::(1ST): y .FOUNDATION'(? ) z AOUGH.F..RAJyIING;8 y PI;UNIBIl�I:G: INSULATION.��RN..•`'. . STATE EN4'hkd`CODE: , G/ytG Or7 dieGLJ ` /101� v� 7• / i cep' 1/ use 9.. 6t :2lLI O h FINAL; ' M1 3 22 I ; U 6l b z H. Fait TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hM2s://www.southoldtommy.go Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D E C F�L '_PERMIT NO. �L&:7_ Building Inspector. _� NOV 15 2021 A pp _ ED BUILDING DEPT t f 6ihitentirgtY.-riq p h TOWN OF SOUTHOLD HqOtlohs prid, 6r., Knp.g e..;,, ,pt-b�e accepted..--,-Wh6r6'the'Applicant ltnot the owner_,an ;Owner's Authorization;foam(Page 2).sh-al(be:completed.:�`": _'�-� - Date: OWNERS PRO _ERTY )'OF Name: R-A A ---- Project Address: L--U_L_AA IE---Gov- Phone#: Email: IJJ Mailing Address:_ CONTA PERSON - Name: Mailing Address: Phone#: Email:, Q-J- DESIGNPROFESSIONAL-INFORMATION Name: Mailing Address: ------------- Phone#: Email: COT N -I[RFPRIVIATION':RACTOR ,_,,� Name: Mailing Address: Phone#: &3_1 Email:3-3- 1-1- `7 i _.'IJE5CRIPTIOWOF PROPOSED-CONSTRUCrION�,-.-.:--'�.",--,.. El New Structure Add ition DAlteration DRepair DDemolition Estimated Cost of Project: X L SCgilgCtV og C& e r, 00ther Will the lot be re-graded? E]YesgNo Will excess fill be removed from premises?Ayes El No 1 I Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to F—+te this property? ❑Yes ;KNo 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 210AS of the New York State Penal Caw. Application Submitted By(print name): r- EIGhorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)abov;1e am (S)he is the �gcaa G (Cont ctor,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 h � r day of 202-4 -AA04" :ZK otary Public TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW630G900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUKE 30,2boU Pascal Schaary residing at 90 Kimberly Lane I, do hereby authorize mAg -14 WAM-ri-�R-414JIL to apply on my behalf to the Town of Southold Building Department for approval as described herein. 104� 11/09/21 Owner's Signature Date Pascal Schaary Print Owner's Name BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 �,. Southold, New York 11971-0959 Telephone (631) 76&1802 - FAX (631) 765-9502 rogerr(@,southoldtownny.gov -- sea nd(o)southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 3 7 �-A a Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs1641@aol.com Elec. Phone No: 516 848 5616 D I request an email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (All Information Required) Name: PAS C"A-L SG k (L-y Address: p 1 -713Y el rJ Cross Street: y II-J/45- .J Phone No.: 3 / 5-3-5 9197 Bldg.Permit#: /-/7/&7 email: Tax Map District: 1000 Section: 10 Block: ( Lot: a6 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 6.3 Circle All That Apply: Is job ready for inspection?: YES ❑ NO &Rough In Final Do you need a Temp Certificate?: YES® NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service Fire Reconnect[]Flood ReconnectOService ReconnectDUnderground DOverhead # Underground Laterals 1 02MHFrame F1 Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION �,� �� // � � I �� o �,�,�/ ! 1 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD © Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631)',765-9502 jamesh(cDsoutholdtownny gov - seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: / </ Company Name: q sL�GT�1 Electrician's Name: License No.: Syg a--t�. Elec. email: Elec. Phone No:,/6 ey S-6 l>a 1 request an email copy of Certificate of Compliance Elec. Address.: Po JOB SITE INFORMATION (All Information Required) Name: PA ,n/C Address: p Cross Street: �3A Phone No:; 6 31 3,:�-5 l Bldg.Permit#: 44-7 �' 4-7 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle AII That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES j&NO Issued On Temp Information: (All information required) 1 Ph 03 Ph Size: A #Meters Old Meter# Service Size0 ❑New Service0 Fire ReconnectOFlood ReconnectOService ReconnectOUnderground DOverhead # Underground Laterals Ell 2 H Frame 'Pole Work done on Service? FY N Additional Information: PAYMENT DUE WITH APPLICATION 3) 122 ?��`�AO cv . Y t } rec, -4A f %35 PERMIT 9 Address: 1 i Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD smokes DW Mini -arbon Micro Generator l ~ -ombo Cooktop Transfer aC AH Hood Service Amps Have Usec -pecial- :omments r f�. i I i AM` APPROVED AS NO ED OCCUPANCY OR DATEa B.P.# USE IS UNLAWFUL FEE: �. BY . WITHOUT CERTIFICATE NOTIFY'BUILDING DEPARTMENT' AT ATE 765-1802.'8 AM TO 4 PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION TWO REQUIRED FOR.:POURED CONCRETE 2. ROUGH --FRAMING & PLUMBING 3. INSULATION 4. FINAL CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE COMPLY WITH ALL CODES OF REQUIREMENTS OF THE CODES OF NEW NEW YORK STATE & TOWN CODES YORK STATE. NOT RESPONSIBLE FOR AS REQUIRED AND CONDITIONS DESIGN OR CONSTRUCTION ERRORS. OF SOU T HOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC TRUSS PLACARDING REQUIRED RETAIN STORM W PURSUANT (UT TO CHAPTEATERR 2 fl OFF TOWN CODE �( iGtt r�ser�iQc�►�h���l���. REVISIONS: Generated y REScheck-Web Software � APP O��EDAS NOTED � 8"THICK CONCRETE WINDOW WELL o DATE: B•P•# \ (ALT.:6 6 ACQ R SCAPEWELL) o FEE'-�Sy O BY: Compliance Certificate HORIZONTAL PROJECTION(ie DECK) o — ' - - - — NOTIFY BUILDING DEPARTMENT AT #5 REBAR W 765-1802 8 AM TO 4 PM FOR THE @12"OC z FOLLOWING INSPECTIONS: Project SCHAARY HOUSE LU LU 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING E Energy Code: 2018 IECC o o m 3. INSULATION Location: Southold, New York 4. FINAL - CONSTRUCTION MUST ' REMOVABLE STEEL GRATE BE COMPLETE FOR C.O. Jr, Construction Type: Single-family Project Type: Alteration 4"min. - ALL CONSTRUCTION SHALL MEET E 3'-0"min. o LADDER REQUIREMENTS OF THE CODES OF NEW RUNGS Climate Zone: YORK STATE. NOT RESPONSIBLE FOR 4 (5572 HDD) Permit Date: #5 REBAR C- ° PROJECTION DESIGN OR CONSTRUCTION ERRORS. @12"OC Z 0 44"max Permit Number: o *ADJUST FOR LARGER WINDOWS I= C.• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TO Z O- ° (PER CODE) Construction Site: Owner/Agent: Designer/Contractor: OPEN FULLY) ����� �� 0� 90 KIMBERLY LANE 0 D SOUTHOLD, New York 11935 °- DRAIN USE IS U11LA�pV�'FUL % COI VEDRS\S WELLS TO BE CVERED WTH STEL GRATE.HALL B REMOVOABLE FROMI INS DEE WITHOUT -�o '-r'JI-IOUT CERTIFICATE ,, .__•„ ..__. ....,.._._._..._......_..-,.._..-,-___,-.._�..�..__.._..n.-�__-. ..d�: ....� ,...-......._...,�.,.-.:..,....__...;* �.,,t��^� � USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. .�. •. �. �, O e - �MUMMY 6"DEEP GRAVEL - BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO ADS DRAIN PIPE 0 MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. D' 44"max. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER THAN 44 INCHES AND SHALL PROJECT NO MORE THAN assembly In the Specified climate Zone must meet the minimum energy code Insulation R-Value and depth requirements. 61NCHES INTO THE WELL.LADDER TO BE PERMANENTLY % n °Ir 1� FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF D' 1 j, r L. ���•� r NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O- Envelope Assemblies OF WELL. - Q - C - a 7OV','N6F�r,I;'+,�,r, WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER 'A OPENINGS AS REQUIRED. ; IX-11tLd9e +�t Y 1 y W 1 i i , Y I 1�,�JJ! laa � `./ Ceiling: Flat Ceiling or Scissor Truss --- --- --- --- --- --- --- WINDOW WELL DETAIL Exemption: Framing cavity filled with insulation Wall: Wood Frame, 16" o.c. SCALE: NOT TO SCALE Exemption: Framing cavity filled with insulation --- --- --- --- --- --- --- Window: Wood Frame SHGC: 0.42 4 0.300 0.320 1 1 Window: Wood Frame SHGC: 0.32 34 0.290 0.320 10 11 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other CW14 calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in EXISTING EGRESS EXISTING REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. a - p A o `a - c a - p a - a • p a `a • o a a - D a `a - o a `a • D a O O a- D a ON CEMAND E21-211 Name -Title Signature Date a HOTWATER N o a 12'-2'/4" 26'-5t1 Q _ Z O u � v WATER 2'-93/4" - b l- O O W O SOFTENER UTILITY ROOM RECREATION ROOM O UNFINISHED - T-7 1/2"CEILING HT. o W v _C Z N b Oo SUMP 10'-1'/4" 3'-9" 9'-9" a CRAWL SPACE Project Title: SCHAARY HOUSE Report date: 01/14/22 — — — — — — — — — — — — — — — — — — Data filename: Page 1 of 1 a• T-0"GIRDER SLAB T-0"GIRDER-SLAB , p •o - . p 0 p .v v POST =N POSTaN — — — — — — — — — I 3 a ' 7/`' 00 81-51/2t1 CLOSET N eo. d , CN ` rn BUILT a �c )• -1 IN \ -------- ,4 0• `a - p a • o• a D a o• vQ J"D a v• `•a ++ v �O z. , co N O ° o co m 6v II 2• I a --- ---- � g v GEOTHERMAL • oC P? cam-+ .2 v O® ®O 0 0z„ p pp pp OO z" ® ® ® ® ® �z„ I DECK EQUIPMENT _ a C) 1-+ X o Ca UTILITY ROOM ' 0r^ 9 UNFINISHED �1 P4 o00 O O ® ® ®® ® ® I • D •5 m •v ^v Q � v pa e v "• p'4 p A s v D . p 4 p o p 4 p d y .�-+ FASTENER TYPE: SPACING: �' Ln v No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC I ° N 0) tin.EMBEDMENT LENGTH I - No.10 WOOD-SCREWS O O cu I v v> ° .9 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW I a C BASED ANCHOR WITH 16"OC ' tin.EMBEDMENT LENGTH ® ® ®ce 9 ® CRAWL SPACE '•a ; ' O O D (fj 3/4"APA PLYWOODG E a d SHEATHING I p p, IW-4 1/2"APA RATED SHEATHING •0 GARAGE GRADE PLYWOOD ® ® ®® ® m 4(ALTERNAT[VIVE:7/16"0.5.8.) U I 1 1/2"APA RATED SHEATHING L — — — — — — — — — Q v 0 GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) ® 0 `v p'4 p av v p'Q p a •v o ® O ®® ® ® p� @ • • 'Q v IV FASTENER TYPE: SPACING: � 2X4 DF#2 No.8 WOOD-SCREW STUDS D BASEMENT PLAN WINDOW SILL BASED ANCHOR WITH 10"OC SCALE: 1/4n r l 0n a o 2In.EMBEDMENT LENGTH No.10 WOOD-SCREWS � TYPICAL WINDOW OPENING ®CO BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH U THAN 4 FEET 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC 2In.EMBEDMENT LENGTH G o ® W. ® `1 TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: a 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW 4 OR GALVI THAN 6 FEET AND N BASED ANCHOR WITH 8"OC BOLTS W/WASHERS p i D NUTS S @ 2'4-O.C. tin.EMBEDMENT LENGTH 4 No.10 WOOD-SCREWS . p .v - • p 4 p a .c - . p U p •v `. "v p 4 p .v .• p TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH tin.EMBEDMENT LENGTH 9"OC PANEL SPAN GREATER THAN 6 FEET REW AND EQUAL OR SMALLER BASE dia.ANCHOR WITH BASED ANCHOR WITH 16"OC `°u! -'"+.:•',"�, f THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � "�`v� ' < DRAWN: MH,MS AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING dA SCALE: RN D W N A MINIMUM THICKNESS F JOB#: WINDBO E DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH M U TIC ESS 0 7/16" rr�''• r�`�'" k 1 1/14/2022 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO P i�*e i COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL %°°Y' ,:, (A ,� SHEET NUMBER: CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE• ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. .;, �a HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. t'a Ir .per 1E f LWIR LIUMIE ll 000 94ELQ3A✓Llll ll dV 1.00 EBT 4?n 0? REVISIONS: PINE NECK ROAD � w O EDGE OF PAVEMENT O � N 86006'50" E 295.00' CB LLEN=39.27' POLE rCO CHAIN-LINK FE i NCE 1.0'/S . o 0 oj - - - - - - - - - - --�- - - - - -w-- - - - - � I' � O ILL Ln ' I _' 6N w o I SQUARE FOOTAGE z W i ASPHALT DRIV WAY Z W/BELL. BLK. URB HOUSE FOOTPRINT 2132 S Q 50' I 50' Q. FT. a 1 `� SLATE ENTRY 263 SQ. FT. Q � Y --------•-� POOL -- — -- -- --- ---- -EQUIPMENT DECK 198 SQ. FT. -� "' -- ° = i REAR EXISTING POOL 540 SQ. FT. w a ° z _ 44.7' FRONT Q �° SHED � GARAGE � W _ w ° oo _ POOL HOUSE 334 SQ. FT. � x I r cD W V 1 P N I Q STORAGE SHED 415 SQ. FT. a_EXISTING i o POOL LOT AREA 47311 SQ. FT. PROPOSED 14.8' ° OUTDOOR EXISTING I w LOT COVERAGE 3882 SQ. FT. OR 8.2 /o _ ca KITCHEN i BRICK b 0 2 STORY i ' I PATIO oo ch SLATE W " FR. RES � (2132 S.F.) i 4.4' o O I u? cV O � a� E N I 19.9' W M � o o _ O) +, Lid �.� i o p x : E a� O � DECK o rO o Z L- - - - - - - - - - _ 14.5' -� M in �aE I =�_ _ _ 0 �, � � Ln o co v � O U) GEN. 00 o -\ METAL FENCE 0.4'/N ® v Q POLE S 86006'50" W 315.92' � vN N a) c 0 O_ LOT 19 Eml� w U O < Q PROPOSED SITE PLAN 1"=10' I— Q U SCTM# 1000-70-13-20.20 BUILDING DEPT. � METES & BOUNDS FROMTOWN OFSOUTHOLD SURVEY BY PAU L BARYLS KI LAND SURVEYING DATED: 3/25/2021 tb,Y /1jj:'c DRAWN:NK SCALE: 1/4"=1'-0" . JOB#: SCHAARY DATE:10/12/2021 SHEET NUMBER: PERMIT SET si REVISIONS: HOSE SPOUT 14' I I i 8X12 BEAMS EXISTING (TYP.) SHED O 8X8 POSTS SIMPSON HU814 (TYP.) CONNECTORS(TYP.) - - -;- I F 7 ❑ � I bo ; t ¢ 9 Al A 8X12 BEAMS /1 REF L — J (TYP.) I lr� �T L• �L i��� �� - - - - - - - - - - - - - -I �L = I= = = = - - _ _ - - � - _ _ _ _ - - - _ _ PROPOSED W 5-2"' UP TO SCREENED 11 L POOL PATIO *2� 92' STEP UP PORCH 1 I D 8X12 BEAMS — � (TYP.) ( EXISTING - - - - - ym°c m POOL PROPOSED SINK 010 OUTDOOR w Q KITCHEN AREA Dw x TRASH — J - WOOD GAS REF 0�v con yma GRILL GRILL SMOKER ICE REF m F — J O ❑ N D N UP r� raj E 3R 13R r- U rn � � O U-) y — — — — m pry -2 t F Q L F r LL © Y E O N 0o \ G✓ Z3 boa E 0 � U) 4 E :3 a� In U �_ � r7 v Cn co coE � � w � c 0 II I ) � w I— Q U O Q N (Y S U U Y Q PROPOSED PLAN 1/4"= 1'-0" 'I DRAWN:NK ',' SCALE: 1/4"=F-0" JOB#: SCI IAARY 4c DATE:10/12/2021 SHEET NUMBER: ° PERMIT SET b4 REVISIONS: SIMPSON HU814 CONNECTORS(TYP.) _ - W O EXISTING EXT.WALL 8X12 BEAMS(TYP.) j VIL- CONNECTION DETAIL == - - U 14' 1-7 — — — — — — — — — — — — — — • . 777 �D — — — — — — — — — — — — - PROPOSED SCREENED PORCH 1/4"=V-01, C 0 PROPOSED P.C. 20 FOUNDATION x -E Q) 0 0 RETRACTABLE M n AWNINGS 8X12 BEAMS 0) 0 EXISTING FOUNDATION 6 ;:: X 'cs) W/4"P.C. SLAB ABOVE SCREENED 0 0 a) CEILING PANELS of 23 Ln ft-- co 0) o? 't 00 c\j LL, 0 a- .r_ ul 7 4* C < 94 cf) PROPOSED FOUNDATION PLAN PROPOSED SECTION PROPOSED NORTH ELEVATION PROPOSED SOUTH ELEVATION 1/4"= 11-0.1 1/4"= 11-0.1 114"= 11-01, 1/4"=11-01. N F- 0 V) y DRAWN:NK SCALE: 1/4"=11-01, JOB 4: SCHAARY DATE:10/12/2021 SHEET NUMBER: 0 PERMIT SET . fr, 4 A2 REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD TH CONNECTION AND CONSTRUCT 1 O N DETAIL D RAV�I 1 N � S SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS \Xl1ND LOAD PALOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1).CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# KING STUDS CAPACITY. 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA.MAXIMUM CRIPPLE STUD 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 RAFTER AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE LEDGER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts m Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION I USP NUMB ERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. F-r•I ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD iFrr•--��--•IlII 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing V,� and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers P4 1-1/2"SPACE and nuts at 16"o.c. O MINIMUM a 6).Concrete piers shall be a minimum 6"above grade. RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored I—I HANDRAILS to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal w POST for any contact with ACQ. TOP PLATE l V TOP PLATE BALUSTERS RIM/DECK JOIST O HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RTlS TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"1N CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT OVER USE MIN. 2 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS than 6-I/4 inches with a maximum cross section of EACH RAFTER CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) dimension of 2-1/4 inches. CONNECT TO I PLATES TO EACH STUD PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4" MAX. portion of the profile and achieve a depth of at least 5/16 A inch within 7/8 inch below the widest portion of the W 4"DIA. MAXIMUM profile.The required depth shall continue for at least 3/8 Z O GIRDER/HEADER inch to a level that is not less than 1-3/4 inches below the ►' tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a Z ° maximum of 2-3/4 inches. Edges shall have a minimum 0 o c radius of 0.01 inches. O JOIST POST/COLUMN o 0 ;o POST/COLUMN x m NAILING SCHEDULE Lai O ROOF SHEATHING: GIRDER/HEADER JOINT DESCRIPTION QTY. SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECKRORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOTS HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH o TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL N CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL o, CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE > w @) OVER PARTITION WFCM-SBC LAP NAIL ^d Z v v 0 • COLLAR TIE AS PER TABLE 3.4 EACH FACE � r o a 0 BOOC ING RAFTER WFCM-SBC E CH TOE n .V o WOOD JOIST "�; 2 -8d COMMON TO RAFTER END NAIL U RIM BOARD EACH END "• >" " 2 -16d COMMON -° LEDGER - I - TO RAFTER END NAIL N cu v o GIRDER/HEADER I I CONCRETE PIER W WOOD JOIST- WOOD JOIST � �"V , WALL FRAMING: � NAIL JOINT DESCRIPTION QTY SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO 2 -16d COMMO PER FACE NAIL (MINIMUM) TOP PLATE FOOT W CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT 4-16d COMMO JOINTS FACE 1 � LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. REQUIRED I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE V) 2-16d COMMO � (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FOR STU HEADER TO 16"O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PER THREADED ROD FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE MAIL PIECE OF SIDING BELOW END JOIST OR BLOCKING 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST � MINIMUM DECK FRAMING: @16"OC (s)THRu• END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS , QTY. SPACING PB44 POST a ' 4-8d COMMO ANCHOR SILL "dia. � _ JOIST TO: PER TOE PIER ,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING o•°0 16"TREAD • .o ENDINIMA CE v " s° - BRIDGING EACH TOE 2x JOISTS , ,.e•° •o .: : % 12"x12"x12" v - " v >' " 2-8d COMMO ,.... ' CONC.SLAB TO JOIST END NAIL GRADE q '°,a d• CONCRETE FOOTING ° •.�••• ��� ��� BLOCKING EACH TOE >,^.�'""r • C � `•al (AS REQ.) • :o° 2-8d COMMO11, .«.� ;,� A TO JOIST END NAIL �� f; °.. BLOCKING FOR 'S• °U'��Y �"h JOIST HANGER e ' B^dia. n ° DECK PIER > d, BLOCKING TO: EACH TOE �'+ ;•;,.�•F,�• ,� sr•;,• SILL OR TOP PLATE BLOCK NAIL �b '�" " -k LAG BOLTS p o p CONC. PER PLAN 3 -16d COMMON 4, w , C 4 3'-0" a PIER HOLLOW COLUMN UPLIFT DRAWN: MH/MS RIM JOIST/BD. ' 99 oa�4s' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE tir DECK POST FTG. CONNECTION 3 16d COMMO ,, s`� SCALE: �, ° s° '•'°.a INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL � � ! f LOCATION USP NUMBER DESCRIPTION APPLICATION AR JOIST ON LEDGER PER TOEYO a.y � JOB#: r -x �" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR 3 -8d COMMO APPLY TO EACH FOOTING TO BEAM JOIST NAIL ? Q' I1/15/2021 SHEET NUMBER: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMON PER END Z 3 ' .k TO JOIST JOIST NAIL . .OIL 4S BAND JOIST TO: PER SILL OR TOP PLATE 2 -16d COMMO FOOT TOE NAIL REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: C'JENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL g g p P JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT TOE-NAIL TOP PLATE 10'WALL; 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE intent and framing details. They are intended as a construction aid ' not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS STORAGE NO ( ) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 Y g EXTERIOR BALCONIES AND DECKS 40 TO RAFTER WFCM - SBC END NAIL MASONRY WALLS 8 THICK) gp CEILINGS (PLASTER,STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ( " FIRE ESCAPES 40 CEILINGS (GYPSUM) U240 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS (6"THICK) 85 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END PASSANGER VEHICLES so GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 late, 3 inch square p q precautions and programs in connection with the work. There are no warranties for a bottom s washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 -16d COMMONFOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION U anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O INTERSECTIONS 4-16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE a 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type p EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P pP e I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 -16d COMMON O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SYm ' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. w 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. w ) gypsum P HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE I1 EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g p• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. ( ) p Y anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). P p g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O.C. 8d COMMON along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 4 O.C. SEE NOTES: 13 W 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES TO BEAM DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d JOIST NAIL COMMON PER TOE >74 z 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END W M the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONFo JOIST NAIL 1). r roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, C) 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. E~ SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F H EATH I N For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q-n, 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QT1' SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) C)4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD N cu ;~ 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS bove grad Can, m v $ Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10„ O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 G 6). Concrete piers shall be a minimum 6" above X u') openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES O x o Ua openings between 4'1 and 6'0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL � THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. w x and blocking;where applicable. QTY. SPACING vUU F 00 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge e zone attachment requirements shall o ' \ 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC ) g g q U be used. , anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE u, U E 6d COMMON m 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with � '� � Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. `V l a, WALLBOARD 5d COOLERS 10" O.0 . FIELD 4 w on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide, 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. P g� g FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufactures recommendation for maximum hole size and spacing permitted. [� Where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. r�P) PP HVAC SYSTEM NOTES �. sd COMMON „ 1 OR LESS 12 O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) ►-+ 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF V under all bearing Walls. NOTES• NYS Residential Code R302.11-FIREBLOCKING REQUIRED g 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ) p p g p g 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing F�+ Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, (, thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. CA 12). Unless otherwise noted use 3/4 ' t1 ELECTRICAL NOTES:� shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed 94 uv over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. Q' DENSITY PER ASTM D 698 AND ASTM D 1557 . COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. l ) 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY ASOIL AT 12"LPROFIFTS FE SIONAL AOGENCY FOR COMPACTION.NTRACTOR TO HAVE FILL 4).flame and At products of combus around vents, stion. and ducts at ceiling and floor level,to resist the free passage of 2). When wall sheathing is continuous over connected p ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2 sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. Al 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over, b pp q pp g and R315 of IRC. ' YP DRAWN: MH/MS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SCALE: p P be installed with a foam sill gasket and cop termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH cAP � •s�� ;'s i JOB#: AND BASES.USE WITH FLASHING CAPS TO �"is ,tk{'+ ) •�1 11/15/2021 COVER TOP SHEET NUMBER: t r A-4