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HomeMy WebLinkAbout51603-Z 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#: 51603 Date: 02/03/2025 Permission is hereby granted to: Joseph M Mazza 280 Basin Rd Southold, NY 119713081 To: construct addition/alterations to existing accessory garage as applied for per Trustees Non- Jurisdiction letter. Premises Located at: 280 Basin Rd, Southold, NY 11971 SCTM#81.4-19 Pursuant to application dated 10/21/2024 and approved by the Building Inspector.. To expire on 02/03/2027. Contractors: Required Inspections: Fees: Accessory-Addition/Alteration $290.00 Accessory $100.00 Total $390.00 Building Inspector t 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 h s://vny'%y.southoldtownn . o Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. �I v Building Insp +etor: m, 0 Cl- 2 1 202 Applications and forms must be filled out in their entirety.Incomplete BufficHng Department applications will not be accepted. Where the Applicant is not the owner,an To ow t„ Gaut h,o I d Owner's Authorization form(Page 2)shall be completed. Date:10/14/24 OWNER(S)OF PROPERTY: Name:JOSEPH MAZZA SCTM#1000-81-01-19 Project Address:280 BASIN ROAD SOUTHOLD NY 11971 Phone#: 914-216-1861 =mail.-jmazbpp@aol.com Mailing Address:280 BASIN ROAD SOUTHOLD NY 11971 CONTACT PERSON: Name:KATHERINE SAMUELS Mailing Address:25235 MAIN ROAD CUTCHOGUE NY 11935 Phone#:631-734-6405 Email:KATE@SAMUELSANDSTEELMAN.COM DESIGN PROFESSIONAL INFORMATION: Name:ABOVE Mailing Address: Phone#: Email: CONTRACTOR'I NFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000 Will the lot be re-graded? ❑Yes 8 No Will excess fill be removed from premises? ❑Yes @ No 1 IN IMP W" ;,,,,,, ;'"r uww�wwrwri..,, .»wrrru�a�mw�. �imrew����r��awr�nm„parr+,wlawwa�uG(wi(lif6r?wN�ik✓udGldW,..fir, a✓taww(4w,;olWmdawlu� �.. Existing use of propelty' RESIDENTIAL intended use of property: RESIDENTIAL rr lxl Zone or use district in which I,n nlises is situated; Are there any covenants end restricEions with respect to i R-80 this property? Dyes lNo IF YES, PROVIDE A COPY i r i //i/271, o ow r� , I "CI�'� /, ''.., 4 �4 � � +��+�xt ,� � rrr � ��7>1 � 4r r ' ; „',�� 'rr Applicationcati SAMUEL KATHEINE S R�on Submitted By(print name): BAuthorized Agent ❑OwrCet Signature of Applicant: � ������ �� �� Dante, "IC ,1 / 0, STATE OF Itl WNf ) Virginia Fairfax' ' CO U NTY O F ) Katherine Jean Samuels being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT (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, ancf� that the work will be performed in the manner set forth in the application file�therewith. Sworn before me this011 . / 14th day of October Y 2024 Notarized remotely online us"",gUT PROPERTY QWNift.A' orfrfnioa�f(o (Where the applicant Is not 1, JOSEPH MAZZA rest di7-7 'i// i/✓i / �� do hereby authorize %o�io/% /my behalf to the Town of Southold Buildin © pertme #f r gal // r ne s Signature Z Z Print Owner's Name /,,.,.,,i Glenn Goldsmith, President Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 co Ila J er v BOARD OF TOWN TRUSTEES 7 TOWN OF SOUTHOLD ��� b� 0a. o, a January 31, 2025 Kate Samuels Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 RE; LAUREN & JOSEPH MAZZA 280 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-19 Dear Ms. Samuels: The Southold Town Board of Trustees reviewed the site plan prepared by Samuels & Steelman, received on January 31, 2025 and determined that the proposed garage addition is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincer Glenn Goldsmith, President ARCHITECTS: 5 SAMUELS+�17 ft A I'% � Ekl '&O� V A Tie% r MAZZ./A UAKAGE R INU A UIN D T H BAY i 1 83052945L TEAN E E a KEY PLAN 8 up SITE INFO _ _ 9 — 00 150 ' OCT _ up j� 8 ADDRESS: LL 1�1 --- e— 25235 MAIN ROAD LOT COVERAGE CALCULATION: 12— _ CUTCHOGUE NY 11935 0 ;I SITE AREA: .2241 ACRE (9,761SF) — 631-734-6405 BUILDABLE SITE AREA (BASED ON LINE o 13— --- '— — co S" °pD OF DEFINITION OF WETLANDS CHAPTER 275): (4,698 SF) LO 0 14 _ X \ CONSULTANTS: TOTAL LOT COVERAGE % ALLOWED: 20% (NON-CONFORMING) z 15 a U) --� ROBINSONROq�v/� EXISTING LOT COVERAGE SF ALLOWED: 939.6 SF w 16 — I EXISTING 18 V o TOTAL EXISTING LOT COVERAGE: 2231 SF (1,291.4 SF OVER, 47.4%) DECKING —{— LAWN HOUSE: 1547 SF / EXISTING POOL do NO WORK 19 = OWNER: Z aRoOk��� ,� P� a DECKS: 510 + 63 =573 SF 1 — — — NO WORK \ — 0 ��OP� ACCESSORY: 48 + 48 = 96 SF I JOE MAzzA 280 BASIN ROAD, SOUTHOLD e SPA a NY 11971 BASEMENT ACCESS: 15 SF \' up / a 18 —I 2 0 — O DW DECKING EXISTING — 21 0® uj REVISIONS: GREAT HOG NECK x` x 19.3+ v�• �TOTAL PROPOSED LOT COVERAGE: 2,300 SF BUILDING PERMIT 10.15.24 a. y,k uP (1,335 SF OVER ALLOWABLE, DECREASE OF 17 SF) \. ,\ k, x00 HOUSE: 1547 SF19 S' T x DECK: 526 +110 = 636 SF xn — — 2 \ x E It:y ACCESSORY: REMOVED ; r y 22 — -- BASEMENT ACCESS: 31 SF SCOPE OF WORK ❑ l h ` C) tfi k + � 47 PROJECT NAME: > COMPLIANCE: 47.1% PROPOSED 20% ALLOWABLE ❑ ❑ x k\ > • r.Ar "4 kk �X\ xkx x � n\ ZBA APPROVED APPLICATION: #7896 ADDITION TO EXISTING GARAGE <, FLOOR AREA RATIO: 20 \4 +21 .0 24 21 .4+ HOUSE ALLOWED PER CODE: 2,100 SF 20.6+ CODE INFO EXISTING HOUSE TOTAL: 1,547 SF I I ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH ALLOWED ADDITION SF: 566 SF c� I THE PROVISIONS OF 'THE SPECIFICATIONS, DRAWINGS AND PROPOSED ADDITION SF: 544 SF I \ \ CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY TOTAL PROPOSAL SF: 2,091 SF 21 ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO COMPLIANCE: 2,100>2,091 SF LAWN THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL 15 "0 I EXISTING NO WORK -- 22 — DRIVEWAY BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS SIDE P/0 L LAWN SHALL BE SECURED AND PAID FOR BY THE TENANTS LOT#4 BASIN ROAD REALTY TRUST YARD I \ CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT LOT COVERAGE: 22 0 I �� KEVI N A. LIMITED TO THE FOLLOWING: & DORRE BUILDING AND STRUCTURAL 2020 CODE -o° Ak ��` \ _ — SMOKE AND CARBON MONO. 2020 CODE Site Area: 29,987 sf �� <: 21 — SAFETY NOTICES 2020 CODE 20% Allowable Coverage: 5,997 sf I ' " k" I �� z MECHANICAL 2020 MECHANICAL CODE I >\\\ 20'-0" o (0 S PLUMBING 2020 PLUMBING CODEG, x E EXISTING DRIVEWAY I SIDEW ENERGY CODE 2018 NYS ENERGY E YARD aEXISTING: 5,500 sf 18.3 /CONSERVATION Q 0 � Residence 2,358 sf u� a h I O } Porches 425 sf %�/��/ j; -- - <Z o SITE DATA: Pool & Spa 585 sf -9 /� uv� 70-- I Fn o I / Shed 100 sf �GAAGE/ I I D o / NEW GRAVEL DRIVEWAY / co SCTM # 1000-81-01-19 Decks 1 ,460 sf \ �AbDITION� WITH BELGIAN BLOCK LO LAWN co o PROPERTY: 280 BASIN ROAD, PARADISE POINTDDRESS SOUTHOLD, NY 11971 CURB NO WORK G 572 sf A Garage � _ / / I _ PROJECT ADDRESS: OWNER: JOE: MAZZA Total 5,500 sf \ 22_0" - 280 BASIN ROAD, PARADISE POINT C3 30,_0„ I 280 BASIN ROAD, SOUTHOLD SOUTHOLD, NY 11971 NY 11971 SITE: 29,986.88 SQ. FT. = 0.688 ACRES PROPOSED: 5,500 sf 18.34% 79 CN Ln Existing total: 5,500 sf ZONING: R-80 g SURVEYOR: JOSEPH INGEGNO LS Garage addition 340 sf I \ o �. / , \� REEAR � I O �J Ali T PO E30X 1931 Total 5,840 sf < 5,997 sf ems\ \ \\ \ \ Q N RIVE:RHEAD, NY 11901 \ \ \ \ LICENSE # 49668 \ \ i / DATED 2/3/04 \ UPDATED 11/27/06 N\8 5 4,0 �\ 13\ --\—__ \ \ i / " \ -- .__..__ — ----- qTF OF NEW'O PYRAM I D LAW: ` __ _ _ 0. , n 1 �j Q . ® 0= - , 83 2� 50 _ - PROPOSED WITHIN PYRAMID ALLOWANCES. SEE DIAGRAM \ \ \ \\_ \ _ _ — — — — — 19 \ \ \ DRAWN BY:KS BELOW. SEE ELEVATION FOR EXACT DIMENSIONS. DATE: 10�Q.A-24 SCALE:A 'NOTfLoii 46 C ,� ° \ a\ a ° \ DRAWING SHEET NAME. \� I m a v ° \ d \° 4 v a\ \ , 7 1/` SITE PLAN 4 -�4S O o �z w DRAWING SHEET NO: o � � o BASIN ROAD 0 15'-0" o r T NORTH ELEVATION WEST ELEVATION SITE PLAN A� l 00000 NTS NTS SCALE: 1:150 = V-0" ARCHITECTS: PLAN LEGEND NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. EXISTING WALL 2. PRIOR TO DEMO, WALK THROUGH REQUIRED. 3. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. SAMUELS+ 4, CONFIRM WINDOW SIZES BEFORE PLACING ORDER. STEELMANNEW WALL 5. PROVIDE SHORING AS REQ. TO MAINTAIN STRUCTURAL INTEGRITY DUPLEX RECEPTACLE OUTLET 220V RECEPTACLE OUTLET QUADRAPLEX RECEPTACLE OUTLET ADDRESS: 4p HALF HOT RECEPTACLE OUTLET 25235 MAIN ROAD QwP WATER PROOF RECEPTACLE OUTLET CUT CHOGU NY 11935 �117GFI GROUND FAULT INTERRUPTOR OUTLET HIGH HAT FIXTURE CONSULTANTS: - SURFACE MOUNTED CEILING FIXTURE F-� SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED SPOT LIGHT SWITCH OWNER: $D SWITCH DIMMER JOE MAZZA 1PHI "TELEPHONE 280 BASIN ROAD, SOUTHOLD TELEVISION NY 11971 S/D SMOKE DETECTOR REVISIONS: CM CARBON MONOXIDE DETECTOR BUILDING PERMIT 10.15.24 %.:'URFACE MOUNTED CEILING FAN EX/F EXHAUST FAN F SURFACE MOUNTED FLORESCENT FIXTURE UNDER CABINET MOUNTED FLORESCENT FIXTURE T SURFACE MOUNTED LIGHTING TRACK EXTERIOR WALL MOUNTED FLOOD LIGHT PROJECT NAME: EXHAUST FAN REMOVE EXISTIN ROOF SHINGLES. RAFTERS pC SURFACE MOUNTED CEILING FIXTURE w/ PU L CHAIN TO REMAIN IN PLACE. 22'-0" --.•+„2s r-o--" •--•�@ x'--a!:• O'--•'aN`Ca • --•r:•:r:� --: `:.f°:—III(I:.F'�III�. IIIII IIIIIIII -`"' 2 2'-30"" EMOVE EXISTING ROOF SHINGLES. RAFTERS XiI.!III1iIII!!jjII I! 'TIIj+ii!iI I IiL IP O° � FG SIN PLACE. 1 1 ! 1 ! ! l I I EMOVE EXISTING OVERHEAD DOORS Fe!IjI�III!IIIII�I,IIIi! ! l II(!i!i!iIIIII!1!I I I(III I I!IIIIIII(I t IIIII I!III —Ij!IIj'i'IIi -------------— ; _ 7kr ND REINSTALL ONCE FRAMING COMPLETE EXT GARAGE X T GE �Q(0zwoon.E�C N ti F J2025-4 E- NH3 C14 2E 6..Jl,..: EXISTING 4"THICK CONC. k, SLAB REINFORCED WALL ON FOOTING w/6x6, /,o W.W.M.SLAB CONC. z w Eo o NI zo IV IRodF NEW RI o EXT GARAGE�n < Ww O z ND RETAIN WINDOWS cq WMOVE EXISTING EXTERIOR LA CONNECTTO V5 O FOR FUTURE USE EXISTING TO I z SWITCHES AT FRONT DOOR OF Np'� RESIDENCE 17) w X TES P OF, PROJECTADDRESS: FOUNDATION ALL 280 BASIN ROAD, SOUTHOLD "p EMOVE EXISTING CONCRETE TO SLAB ELEVATION 12 NY 11971221-0" 4v2 coNEW(2)14"Ala/4"LVL HDR 8„ I INEW ARAGE o h o EDAR ANS4"THICK CONC.SLAB REINFORCED 'o DTHICK CONE.WALL TO BEAR ON 8" EEP x 16"WIDE CONC,FOOTING w/6x6,l%o W.WjM.SLAB REINFORCED wf(3) 4 REBAR NEW GARAGE'--PROVIDE SHEAR WALL. LOPE Wi ! R SEE DETAIL ABOVE. O6. 5 ? sP 7 2L >O Y2"GYP. B so a WD wX z m 00 a UNEXCAVATED SUB GRADE w/4"THICK C� w SLAB REINFORCED w/6x6,'%o W.W.M.SLAB ABOVEpz oz Zz DRAWN BY:KS N Z WALL TO BOTTOM OF SLAB. DATE. i6O. .24 w NEW 2x8 @ 16"O.C.C J w RVIDE 518"x 12"ANCHOR BOLTS AT SCALE: AEflT ONC SLAB TO BEAR ON UTv48"O/C.wFEOER WASHER&NGISTS O.C.NEW 2x8 RR @ 16 NEW 2x8 RR @ 16' OC NEW 2x8 RR @ 16"O.C. N 2x ! R 18 THICK CONC. i DRAWING SHEET NAME: WALL BELOW GRADE AT BAYco `' DOORS. i.: f�L LiLl — -- ------ ------------- �g-- — -------- ----- --- ---- ---- ---------- -- ---- — --- — — — — ----- ! PLANS -- EQ EQ FRONTYARD 2o'-s" FRONTYARD 2o'_a. FRONTYARD SETBACK SETBACK SETBACK 20'-8" REUSE:EXT EXTERIOR WINEO DRAWING SHEET NO: FLOOR PLAN FOUNDATION PLAN ROOF PLAN SCALE: 1 /4" = V-0" SCALE: 1 /4" = V-0" SCALE: 1 /4" = 1=0" ` A� l 00001 N- C ' ARCHITECTS: ELS+ T EE L AN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: EXISTING CUPOLA OWNER: JOE MAZZA 280 BASIN ROAD, SOUTHOLD 18"R&R CEDAR SHINGLES w/6" NY 11971 �A 2---- ---- -- EXPOSURE ON 15#BLDG. FELT ON --- _ ---------5--5 5/8"EXT. PLYWOOD SHEATHING ON ---N 2x4 FRAME. _771 -5 ESN GABLE DORMER ON TOP REVISIONS: 6. OF EXISTING ROOF.SEE SECTION BUILDING PERMIT 10.15.24 PAINTED WOOD SHUTTER 1x4 ON 1x8 RAKE w/1x4 FRIEZE BOARD PAINTED OVER SIDING NEW 18"1 CEDAR SHINGLES 7 --- NEW R&R RED CEDAR SHINGLE W/I EXPOSURE ON 15#BLDG. FELT _Z_ SIDING w/6"ON 5/8"EXT. PLYWOOD SHEATHING EXPOSURE TO WEATHER ON 15#BLDG. FELT ON ON 2x4 FRAME. 5/8"EXT. PLYWOOD SHEATHING ON 1x6 FASCIA BOARD 1x6 FRIEZE BD. Z' 2x8 FRAME. PATCH IN AT EXISTING 7- (o ---EXISTING CEDARS HINGLES - 7 Z PARTIALLY REMOVE EXISTING 1//4 x 4 TYPICAL CASING lx TRIM PAINTED ROOF, FASCIA,AND FRAMING Z/ z -1 PROJECT NAME: LIGHT FIXTURE AF] 7------ z CUSTOM GARAGE DOOR F]F] -TIE WINDOWS WITH LITES AS R&R RED CEDAR SHINGLE SIDING ___z RELOCAT SHOWN,by"DESIGNER X DOORS""Timbercraft Model" EKT w/6"+/-EXPOSURE TO WEATHER 1 x 6 T&G V-GROVE B ON 15#BLDG. FELT ON 5/8" EXT. D PLYWOOD SHEATHING ON 2x4 % ---------- _z _:17 1 x 4 TRIM PAINTED FRAME. 5 /4 x 4 TYPICAL CASING STUCCO EXPOSED CONC. NEW MASONRY FOUNDATION NEW MASONRY FOUNDATION I EXISTING MASONRY BEYOND BEYOND FOUNDATION BEYOND L 1-3 thk fir door by SIMPSON MASTERMARK,Inc. PAST ELEVATION 6 8"X 3'0" #7224 SOUTH ELEVA TION L-F-111 GARAGE DOORS SCALE: 1 /4 1�-O SCALE: 114" = V-0" Provide allowance for two T—O" w x 7'-0' h overhead doors by "DESIGNER 0 COORS" "Timbercraft Model", with electric operators for each door, w/remote 0 controls & key pad at side entry door. Owner will select doors at later date. TYPICAL TRIM Provide lxVersitek orAzek exterior trim typical,painted w/two finish coats — z 0 TYPICAL WINDOWS (L Provide window units by ANDERSEN, Inc. as per FLOOR PLANS and ELEVATIONS W U) 0 < < < NEW 18"R&R CEDAR SHINGLES 0 z W/6"EXPOSURE ON 15#BLDG. FELT ON 5/8"EXT.PLYWOOD SHEATHING Z ON 2x8 FRAME. __7 Fn 0 EXISTING CEOAR--ROOFING------ < -r 18'�R&R CEDAR SHINGLES W/6" ----------EXPOSURE-ON,15# BL-DG.-FELT ON CD 05 0 ---5/8"EXT. PLYWOOD SHEATHING ON C4 U) 4FRAKE OVERHANG TO MATCH EXISTING _77 _77= 7 PROJECT ADDRESS: f - ----- 280 BASIN ROAD, SOUTHOLD EXISTING CEDAR SHINGLES NY 11971 z z -------_27 —_-_------- R&R RED CEDAR SHINGLE SIDING __7- ------ F-1 z -------- E ______7 w/6"+/-EXPOSURE TO WEATHER ON 15#BLDG. FELT ON 5/8"EXT. --EXISTING CEDAR SHINGLES PLYWOOD SHEATHING ON 2X4 ARC, z C EXT FRAME. v\_ 77 J A/V - -- ❑ ---/ �-------- � -----�--- --- / -_ _ ----- - - -1 -T-- ---ter--- �---- -- ----l - ------ -- -- -- - - _ — * �A z 7— ------ -- ----- 7, ----------- tp" 04436 EXISTING MASONRY EXISTING MASONRY NEW MASONRY FOUNDATION FOUNDATION BEYOND FOUNDATION BEYOND BEYOND DRAWN BY: KS DATE: 10$O.A.24 SCALE:A�'NGTfLoll NORTH ELEVATION WEST ELEVA TION DRAWING SHEET NAME: SCALE. 114" = 1 -0" SCALE. 1 /4 1-T ELEVATIONS DRAWING SHEET NO: A�200000 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: OWNER: JOE MAZZA 280 BASIN ROAD, SOUTHOLD NY 11971 REVISIONS: BUILDING PERMIT 10.15.24 PROJECT NAME: -- 2x4 SLOPED FRAMING w/PLYWOOD ...-:........ SHEATHING&CEDAR SHINGLE - --- SIDING. STEP FLASH INTO SHINGLE NNNN 2x4 SLOPED FRAMING w/PLYWOOD ROOFING SHEATHING&CEDAR SHINGLE SIDING. STEP FLASH INTO SHINGLE ROOFING EXISTING CUPOLA PROVIDE METAL STRAPS AT ALL EXISTING CUPOLA fF17 PROVIDE METAL STRAPS AT ALL RED CEDAR PERFECTION SHINGLE RAFTER/RIDGE CONNECTIONS RAFTER/RIDGE CONNECTIONS ROOFING.ON 1x3 LATH ON 2x8 @ 16" 1x4 ON 1x8 RAKE w/1x4 FRIEZE -�- RED CEDAR PERFECTION SH RAFTERS BELOW BOARD PAINTED OVER SIDING -- ROOFING ON 1x3 LATH ON 2� RAFTERS BELOW R-21 HD BATT INSULATION TYP IN ____ ROOF RAFTERS PROVIDE 2"AIR ................._....._.._.. .----._......._........._._.... -.- .-......................._.. _...__........_....... 12 NEW RB -SEE PLAN SPACE FOR VENTING ._............-. - - - .............. .._..-- -- ._._._.. 6. - ...._........._.. ---__....................... ................ .....__..._ ...............--.......- EXISTING 2x4 @32"STRAPS FROM 7-1 /21 2x4 @32"STRAPS FROM ROOF -- -- --- — ----- - -- ROOF RAFTERS THRU LOFT RAFTERS THRU LOFT DECKING TO _...._.._. ............ ....................... ........................... _......_.. -............_ BELCAN .........................._............. ...._............... _..........._........._.._....._ ... DECKING TO JOISTS JOISTS BELOW ......_...._................... x Y AT NEW DORMER: REMOV iIfROOF SHINGLES. RAFTERS NEW Y4'PLYWOOD DECKING - - - EXiSTING3/"PLYWOOD DECKING '� EMAIN IN PLAICE. ._...... ..... N = Z N 2-2X6 STRONGBACK TYP I -- ------ -- - _I O _............ w LOFT -- _._ ._........ LOFT HURRICANE STRAPS. (TYP.) HURRICANE Q STRAPS. (TYP.) Q i ALUMINUM GUTTER ON 1 a NEW 2x8 @16" FJ EXT 2x8 @16" FJ p 00 Q � PROVIDE VENT WITH SCREEN Q /2" Z C� 1 1/2" Z in EW HEADER Q 2: ,I SEE PLAN ZEXTY2"GYP.BD. D _......._........._....._........................................... FINISH 7 R&R RED CEDAR SHINGLE SIDING ON - N U) I 15#BLDG. FELT ON /" PLYWOOD fi SHEATHING ON 2x4 WOOD FRAME. I GARAGE i GARAGE I ....... PROJECT ADDRESS: I. co 00 280 BASIN ROAD, SOUTHOLD I I NY 11971 II _....._.___. 4"THK. REINF. CONC. SLAB ON I ZY2"GYP.BD. ..._.........._. _ _........SAND FINISH .............................._...._-_.-.- 2x6 TREATED WOOD SILL WITH _........................._ i TERMITE SHIELD — ED .....------------........_.... J°A Rcti,T M. NEW SLAB 11 EXT SLAB \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 8 THICK CONC.EBAWALLS REINFORCE / \/ / w/(2)#4 REBAR O DOWN FROM TOP / / / // / OF WALL.WALL WID BEAR E CONC. FOOTING \/\/\\ \\ \\/\\/ /\\ r \/\ /\ // /\ T,9 04436 REINFORCED w/(3)#4 REBAR. (TYP.) \/\ /� �� \ �\ \\/� \ \\ \ OF /\\ 4 P.C. SLAB WITH 6X6 \/ W 1.4 X W 1.4 WWDRAWN BY: KS j\ DATE: 10$Q., .24 SCALE:A3II13ft-EDV-1)" DRAWING SHEET NAME: SECTION DRAWING SHEET NO: SECTION 2 SECTION 1 SCALE: 3/8" = I'--0" SCALE: 3/8" = I'-0" A� 300mOl ARCHITECTS: Pk 0 0 mummm STRUCTURAL REVIEW BY STVRE MARESCA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 188 07 WEST UE L IS+ ES MONTAUK FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS Lzo HIGHWAY, HAMPTON BAYS, NY 1194-6 hi ( MAXIMUM MEAN ROOF HEIGHT: 35') SIMPSON LSTA-20GAGE _ PHONE 631 728 9480 STEELMAN RIDGE STRAP-ALL ROOF RAFTERS 2 x 6 TIE @EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ADDRESS: SHUTTER ASSEMBLY � REQUIRED-24"FROM EDGE TA B L_E ACCESSORY DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME25235 MAIN ROADCUTCHOGUENY11935 FOR PANEL SPANS: 0 <4'0 WIDE SPAN CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE 23/32"(3/4")APA SPAN-RATED48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD 631-734-6405 (OVERLAP AROUND OPENINGS 4") - ALTERNATE POSITION OF 9 99 HURRICANE CLIP USE 3 J -- O MAXIMUM GROUND SNOW LOAD - 45 PSF. CONSULTANTS: ASSEMBLY: SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ FIRST LEVEL - 40 PSF. L.L. #1Ox3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL _ LIVING AREAS - 40 PSF. L.L. WOOD SCREW @ 16"O.C. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED.FROM #10 TEE NUTS ATTACHED TO IBLDG. w/#10x1-1/2 (WI WASHERS) RAFTER TO STUD.- FIRE AREA WIND SPEED - 120 MPH PICAL ALL FTERS MACHINE BOLT @ 12" O.C. 5 8d NAILS EACH END RESIDENCE: 570 SF SEISMIC DESIGN CATEGORY - B OWNER: WEATHERING - SEVERE APA RATED PLYWOOD TO JOE MAZZA EXTEND TO TOP OF TOP - J - PROVIDE 8d COMMON FROST LINE DEPTH - 36„ 280 BASIN ROAD, SOUTHOLD PLATE. EXTERINAILS OR EDGE of ALL ---- TERMITE - MODERATE TO HEAVY NY 11971 SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL EIGHT FRAME_ WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES REVISIONS: CONS RUC ION BUILDING PERMIT 10.15.24 i ULTIPLE SECTION ASSEMBLY: 1/4"THICK BOLTS @ 2' OC GENERAL NOTES 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PROJECT NAME: PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. --- _- - ----- To OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN BEAM-TOP+BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY --SIMPSON MST27 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. ---- 1 1/2"WIDE-20GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL METAL STRAP @48"OC. LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DOUBLE TOP DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEMBLY STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 2 x 6 @16"O.C. PLATE N.T.S. STUDS - PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS: 4'OR WIDER SPAN FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") VERIFIED BY CONTRACTORS PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP+NAIL STRAP ( ) AND OWNER. 2x4 STRONG-BACKS @ 24" OC AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT -- 4-8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: .---- - - - ( )SIMPSON MST27 2 BEARING CAPACITY OF TWO TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. -- 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 100"(w/WASHERS) GALVINIZED OR 1 1/2"WIDE-20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT STAINLESS STEEL WOOD SCREW @ 12" D.C. METAL STRAP @48"OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 2).ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT( IF APPLICABLE). POSITION NEAR #100" (w/WASHERS) GALVANIZED OR STAINLESS STEEL 8d NAILS @ 4"O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. WOOD SCREW @ 16"O.C. • : 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2-#5 REBAR 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/#100-1/2 (WI WASHERS) ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER MACHINE BOLT @ 12"O.C. . � BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. 22. ANY ALTERATION, REPAIR,ADDITION OR CONVERSION TO FOR DESIGN. 5/8"x 12"A.B.@48"OC. w/FENDER WASHER. Z 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT 0 W I N DOWN' - GLAZED OPENING - - PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED & IN ACCORDANCE WITH LARGE MISSILE TEST OF i CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. Q ASTM E 1996 AND OF A13TM 1886. AND DECKS ETC.. Q i CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY aIN LIEU a' PANELS OTO BE PREF THE CUT VE ITO IITOOVENTNEDER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. I� Q } HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD z ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF z PANELS TO BE MAINTAINED ON SITE. THIS CONSTRUCTION PROJECT. FEDERAL, STATE SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 LABEL LOCATIONS ON EACH PANEL. m O AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE w 0 CONTRACTOR. N () PROJECT ADDRESS: a� NAILING SCHEDULE FRAMING NOTES 280 BASIN ROAD, SOUTHOLD - ;{ : .. - NY 11971 TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST & 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" 3 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. 0 BETTER. °I --- INTERMEDIATE.---- SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES h 2 ALL SHEATHING MIN. THICKNES8 OR TO BE AS NOTED.APA ' EXPOSURE 1, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RED AR -- RAFTER/TOP PLATE 3-8d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. �5 J EAch'/ G ENE /V S TF 0<10 o CEILING JOIST/TOP PLATE 3--8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, al.,.... - a a,-a, a CEILING JOIST/PARALL` RAF I ER 7 16d (FACE NAILED) EXPOSURE 1, 3/4 MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE CEILING JOIST LAPS OVER PARTITION 7 16d (FACE NA'LED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE j, N y NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR GA13LEROOFFS - - T/ 2-8d (TOE 1--1/4" scrap) COLLAR _ RAFTER Z-8d ea. e >: BLOCKING RAFTER ( NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE o<10 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED \ RIM BOARD/RAFTER 2-16d (END NAILED) WITH DOUBLE UPRIGHTS 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. T,9T 04436 ya / a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. FOFNE� / h STUD/STUD 2-16d (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA / -- HEADER/HEADER 16d (EASE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS AND DRAWN BY: KS 10° 0<45 o TOP or BOTTOM PLATE/STUD 2-16d (END NAILED) 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 0 a,...._.,..,, a JOIST SILL TOP P r 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB DATE: ioW.A.24 � 1 BOTTOM PLATE FLOOR JOIST A LATE o GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND n GABLE ROOFS BLOCKING/JOISTRJI 2-8d (TOE NAILED)TOF NAILED) stairs etc. )OR AS NOTED ON DRAWINGS. SCALE:A31W7�D1 -0 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 0 0 10< 0<�45 0 BLOCKING/SILL orTOP PLATE 3-16d (TOE JAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR DRAWING SHEET NAME: - 10< 0<3o PERIMETERS. HANDLING, STORAGE,AND ERECTION OF LEDGER STRIP/BEAM 3-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS �aT 1 ATO I PR SDE 8d OMMON NAIL 6 04'O.C. JOIST ON LEDGER/BEAM 3-8d (TOE NAILED)c $. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. BAND JOIST/JOIST 3-16d (END NAILED) STRUCTURAL HIP ROOFS INTERIOR PORTIONS OF ROOF TYP. WITH RATED GALVANIZED METAL CONNECTORS BY �� - _o BAND JOIST/S!LL or TOP PLATE 2-16d (TOE NAILED) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2 DIA. 10< 0<3o PLYWOOD ROOF DECKING 8d @4" O.C. EDGES, @8" O.C. f ICLD "TECO"OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.C.. STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS O.C.HIGH PRESSURE PLYWOOD WALL SHEATHING 8d @4" O.C. EDGES, @3" O.C. FIELD BUILDING CODE ASAMINIMUM. ALL 2X6 STUDS 15. THIS DRAWING ISANINSTRUMENT PREPARED TO DRA WING SHEET NO: PORTION;.OF PANELS IN HIGH PRESSURE ZONES. NOTE:a=4 FT.IN ALL CASES PLYWOOD SUBFLOOR DECKING 8d 0_)6" O.C. EDGES, @12" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. A�400000