No preview available
HomeMy WebLinkAbout51092-Z TOWN OF SOUTHOLD w BUILDING DEPARTMENT TOWN CLERK'S OFFICE q�P 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#: 51092 Date: 8/21/2024 Permission is hereby granted to: Bo , Stefania 276 White Oak Shad Rd New Canaan CT 06849 To: construct accessory pool house as applied for per SCHD approval.. At premises located at: 16615 New Suffolk Ave, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-8-2 Pursuant to application dated 7/3/2024 and approved by the Building Inspector.. To expire on 8/21/2025. Fees: ACCESSORY $300.00 CO-ACCESSORY BUILDING $100.00 Total: $400.00 (L-" Buil g Inspector 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 ht p s:H",N w.soutlioldtownii . o Date Received APPLICATION FOR BUILDING PERM11T .. For Office Use Only PERMIT NO. 5k q Building Inspector. i Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an PvUtl Owner's Authorization form(Page 2)shall be completed. TOMN.�l'1 ' O 111 1 .���.. a Date:June 18th, 2024 OWNER(S)OF PROPERTY: Name:Stefania & Michael Bopp SCTM#1000-117-08-02 Project Address: 16615 New Suffolk Avenue, New Suffolk, NY 11956 Phone#:(203) 536-3622 ]Tmil:Michael.BOpp@syf.COm Mailing Address:276 White Oak Shade Rd New Canaan, CT 06840 CONTACT PERSON: Name: Set fania Bo Pp Mailing Address:276 White Oak Shade Rd New Canaan, CT 06840 Phone#:(203) 536-3622 J Email:stefaniabopp@yahoo.com DESIGN PROFESSIONAL INFORMATION: Name: Nicholas Mazzaferro Mailing Address:PO BOX 57 Greenport, NY 11944 erAAA V1 i L m 2 ZZc� -42 r 2Q4, Phone#:516-457-5596 x r r 1V:jenny.shoukimas@gmail.com CONTRACTOR INFORMATION: Name:TBp Mailing Address: Phone#: Emailt DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $90,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ®Yes No 1 PROPERTY INFORMATION Existing use of property:single family dwelling Intended use of property:single family dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ENo IF YES, PROVIDE A COPY. 8 Check Box After Readil lg: 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 Law. Application Submitted B (print name): `` `` � � � ��}j-� []Authorized Agent BOwner PP Y(I� � J T� �"� �(� � Signature of Applicant ' , , Date: (p �Z STATE O F+4&W-YQR* �c�FL k�ut SS: � CGtt1GGC-\ COUNTY OF � � 2 ) n�CA being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the '13 (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 d')O� 4± day of ��JkL , M19 No b is LUISA FERNANDA ROJAS-MO Notary Public PROPERTYConnecticut My Commission Expires Oct 3 (Where the applicant is not the owner) W 'w I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 z SANI DESIGN CALCULATIONS w,. EJOST.GRD=20.0(SC GIS MAPPING)7-1 � • o .,ar��r W T,ANAOALCUL,A'T1,ON�," I ,4',5` TOPSOIL pT to FLOW=(5 BEp)M'11 GAUDAY -�'+ � 00 CAPACITY FOR NORWECO 5/600=600 GAL/DAY 1 0.5'-1.5' BROWN SILTY SM � 'FOOW.4wa9.irkPok T'CG k, ;, _ ,, - BROWN S&L tic. 011 U O 1. aar co �SAND AND at'RA:'VdBs„. BEM co - 110 GALMDAY k 6 BEDROOM-6%iT GAUDAY � � 550 GAUDAY/1.5(GAL/DAY/SF)=366.67 SF w U 366.67 SF 125 SHUNIT=14.67 VF -I,' .- BR !I BAND (DESIGNED FOR 400SF SIDEWALL=16VF) 6.f0-d3J0 AND GRIVEL SP SLNPFGLIS S'±i01MNTY WELL DATA ~ yq .. as �. 'WELN.MS�3'9 '91 � � ,.� .�.� U] (2)-6'(X 8'EFF DEPTH LEACHING POOLS PROVIDED /y rr�� 4 "'' mGHW E%PE TEE RICHEST G W„EL 4.EB(4T00) �r� ,!p "'0„6 + 1 �'"to 1'3.B'- . SBROWN S6."TY 0WaCLOSESTTOTE.STBORE.-3.52(52224) x".�" "�✓,,,Y�4 z 1 1BV� SIM GR{hUNDM1NA'TEREL3,1+4 DIFFERENCE IN ELEVATION=1.14 ,r WATER GROUNDWATER EL2.D G,",EL.TEST BORE=2.0(42624) .. WET PALE BROWN ESd'PMATED HKIII Gq' .EL.-3.14 * q�'� � z-+ ( tlB.04t.0 L7 �� EL�2;3" SAND AND GRAV+F4, WRING BY`RGY V.REISSNO„PE 1 '� - TArscr; PR1L26. m PU�C W TAY L0S 003.0kO � T101� ,17.DD- TEST BORING HOLE � t ,. q„'rol➢I'N gal K C¢wbv.tNN u✓N DN 1.`A1r>rAnl 1Ar or H�A1.1111 Su�«111.r �- ID'a eau+roo u Fm APn"nRrDVaai Or (`,¢)N Tagil IAa-Nw1ou Fox(A � If AFAl1 v R sui_la w,~ :a'raND 7 ' T PROP Pool House ry ..� P �8 (:D )E 7/17/2a EF,(, Ng R za oe2o w ,,__ �.. . ' ELF . .. 'j < c w ffuKOVEb � .� PAM0 _ AIP � C 1661 NEW SUFFO AVM 'Ifi�ArA1 W�Pga�XilllaaA kfiJW"�'�Rvk�* 1 a�d0 aTOWN OF SO HOLD 1 ):�XIq���o�u.S a o uc�E Y� -AR,.,a IROM RTE Ol' Aw ))y1�.:r��D.. PROPOSED SU �t�I,K COUNTY, N YBR YPL S,(, ,.per yG1tlRG Tf SLSF i —117-08-02 paSBTA�i,"d ,' pSTFL.=35D50 D00Gb�, S44 P P R� �` e Ex(.w� .. '1 ., . , ..)��Y 4 f �,) DRAI AG P4Pt ) A°A L01 AREA — �°"�� I I S PROPOSED k � � 4 DRANAGF ~ PROPOSED FUTURE U URE .....,,�,�,..., __ �-, by the Ad iss 1 Call (631) 2m5754®48 hours In z; " �(x advance t®schedule tnspection(s} w 5, 10 _ 1 STAY „ it , z lit w �i ,a11r»u?Iyut I �..ari rY� ��„i.Pi oa akuewrM fcrl Vl�lr g'6NMiG-"ATF.6 lurl¢�OlrZ nin&��nd amv,a iruietin 0TV:iz� bo�,^.(�^DFIulaS�V Nhk4 d l I orm"At,OM 01 zo ,. it 4C5 H e o LF2 �'ST .. ......... M--1z u;g 1 16 hX1 d E� gG KiEMM"MR 0A 2ST� Y OUER D 1uA(abmlelruamt rpf ti1c'e'xi do q�>uwNl airy y to rn r1rim be 1i�u z ry� tb0 s;;:, PROPOSED EXMST R 6p hSAV �g'1�? , t trl,l�„�rir1@"�rulpuuzirur„u, uYlim V�¢;Y.1,)� irGic r;�rt"^I irr etGl;z;r ur;�rts LL o .- �- �:141pSP P ,u lY jrirui;t A rli irlfbllA V(:(j f UT11 f 1)rfl (1� Qb N If1i 1r�9 w T4C 493TcD1 „ TL � P G40R �DBA ' 6STCO �._.. u. ... , r _�. .... . G 41 EPF (VP29 �., RY rt Mph S � p�ti'Tg4Cti4PA6SB4 y s, T � P&T sF T .�, Turin PROJECT TA9 1-4 SE r FF,EE '` U G LOCATION C/) C Sfp �_ TQ F--1 COVE —RED " .- '" SE9R LOCATION MAP �.... R SITE PLAN � � � � � � Y e �, �� P EFF T�Pt .,...�,, E' 19 .� I o� E .0 Q Ly yyRACx ,r. ` ,..,, �,,,a '�'" .a ., ,.,,,ti 0 p 0 r ..rac O w „ „ w PROP ORAOm P1PE 20 m z E4 n � vm - .e —^ i� e m bd - � '^ o00 v „ e r' w NC .L �n d e.. rt e 0 LL A � IN �rLL ,�,�u 0 w �TEbT 1„ NO SURFACE r�FATERS'MWTq�11R FT Of PROPERTY, .. PUEA3 2.. ALL PROPOSED SANITARY LINES TO SE 4'0 P'C UNLESS LLI SPECtRED OTHERWISE. _ s (A GENERAL NOTES it FRAMING AND FASTENER INFORMATION CONSTRUCTION NOTES WIND FRAMING NOTES DOOR SCHEDULE "r MARK; LOCATION SIMPSONTIE# INSTALL NOTES 1, THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: NJ. j TYPE UNIT SIZE(WxH) MATERIAL NOTES II INTENT AND FRAMING DETAILS THEY ARE INTENDED AS A CONSTRUCTION AID.NOT AS A SUBSTITUTE Ii 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW ! TABLE 14 WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON 1�1 EXTER/OR FOLDING 13'1.75"x 8'-0° ANDERSON'B/G DOOR'OUTSWING ONFLOOR'DRAINAGES/LL 1 1 ! ROOF 1 j YORK STATE BUILDING CODES THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED �= LOW-EGLASS RETRACTABLE BUG SCREEN ! RIDGE ! LSTA/15 I EVERY RAFT ! 20 GA-1 "x 15 STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, I NUMBER OF NAILS IN THE STRAP. EXTERIOR OUTSWING(powder) 2'-8'x 41" ANDERSONE-SERIES GLAZED RIBBED GLASS STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT 2 RAFTER-TO-WALL ASSEMBLY. I' 1.72 (p )! 2 RAFTER WALL LSTA/16 EVERY RAFT II LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP LOW-E GLASS I 12 GA-1 x 16 j 2 ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS 1�� INTERIOR SWING(powder) 2-8"x T-0" 1-3/4"TRU-STILE MDF PRIVACYLOCK 3 THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND PLATE SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE 3 WALL WALL LSTA/21 EVERY STUD 20 GA-1 "x 21 CONSTRUCTION MEETS CURRENT FEDERAL,STATE.COUNTY AND LOCAL CODES.ORDINANCES AND WITH STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND REGULATIONS.ETC THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS 4 WALL/BASE PL I RSP4-B+M EVERY STUD THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN ROOF OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT - 20 GA-2+�"x 4 4 DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3,3C. „0 5 THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO I 3 WALL-TO-WALL ASSEMBLY. O WINDOW SCHEDULE j 5 BASE PL/FOUND 4'-0"O C. I ADD AS NEEDED ANCHORS LEVEL SHALL BE ATTACHED WITH UPLIFT ; RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS NOR RESPONSIBILITY FOR I WALL STUDS ABOVE AND STUDS BELOW A FLOOR U I� II CONSTRUCTION MEANS.METHODS TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3 3b.WHEN WALL STUDS ABOVE DO NOT FALL IN PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES FOR LINE WITH STUDS BELOW THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE MODEL FRAME SIZE(WxH) GRILL TYPES MANUFACTURER NOTES I; ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS, FLOOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3 ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION. DOUBLEHUNG 2'-115/8"x 5'-9 1/4" 2 OVER 2 ANDERSEN400 -� IRC CODE TABLE R602.3(1)-GENERAL INSECT SCREEN 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE LOWS GLASS TABLE R602.3(3)-SHEATHING ANDERSEN400 OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN d CASMENT 2'-0 1/8"x4'-4 1/4" 4 1 LOW-EGLASS INSECTSCREEN ji TABLE R802.5(9)-FRAMING-ROOF 8 THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS, ANDERSEN'B/GDOOR' II BOOKCASES,SHELVING,PANTRY,CLOSETS.TRIMS,ETC. OR LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL C EXTERIOR 440 1/2 x 6 6 4 PER SPEC 1609.1.1-2015 IRC+NYS 2020 SUPPLEMENTAL DESIGN-WIND 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. i STRAPS ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED FOLDING LOWS GLASS FLUSH SILL � SPEED IS 130 MPH WITH THE ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE „ ANDERSON400 RIBBED GLASS _ TO TABLE 3.2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 D ! CASEMEMT 2-01/8 x3-0 1/2 4 I LOW-EGLASS INSECTSCREEN '1 = - ---- INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. FOUNDATION NOTES 5 TYPE I EXTERIOR SHEARWALL CONNECTIONS _ ! `i ' TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF-j� NAILING SCHEDULE INCH WOOD STRUCTURAL PANEL ON THE i! NOTE: _ --.--�_ EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.0 A THE PANEL EDGES AND 12 O.C.IN THE ---- -.__- ALL UNIT SIZES ARE FINISHED UNIT SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS I , FIELD,AND INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT I j' OF ROUGH OPENINGS. CONFIRM WINDOW SIZES WITH DESIGN ARCHITECT PRIOR TO ORDER ROOF FRAMING:PER IRC-CHAPTER 8 1, THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO 7"O C PANEL EDGES AND 10"O C IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH I •pLL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. ! I' WALL FRAMING:PER IRC-CHAPTER 6 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. REQUIREMENTS SPECIFIED IN TABLE 3 15a-b. , 1 j! 1I 2, ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL, 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS EGRESS OPENING MIN, 5.7 SQ FT-MAX,44"SILL-AFF li FLOOR FRAMING PER IRC-CHAPTER 5 3 PROVIDE}"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE -- --- ROOF SHEATHING:PER IRC-CHAPTER 8 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. CEILING SHEATHING:PER IRC-CHAPTER 8 I, 4 ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE 7. INTERIOR SHEARWALL CONNECTIONS. r 1I WALL SHEATHING:PER IRC-CHAPTER 7 INSTALLED WITH#5 RE-BAR,18"LONG AT 12"O C USE APPROVED EPDXY FOR INSTALLATION. ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3 14 SHALL BE PERMITTED TO BE I I FLOOR SHEATHING:PER IRC-CHAPTER 5 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI CONCRETE TO BE POURED ON 4" INCREASED WHEN INTERIOR SHEARWALLS ARE USED SHEATHING AND CONNECTIONS SHALL BE II CLIMATIC & GEOGRAPHIC DESIGN CRITERIA THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" IN ACCORDANCE WITH 2 4 4 2 AND 2 2.4 RESPECTIVELY, THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS. jl GROUND WIND SEISMIC FROST! WINTER i ICESHIELD ( 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8xl6 CAST HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN II SNOW SPEED DESIGN WEATHERING' LINE TERMITEI DECAY(DESIGN ;UNDERLAYMENT FLOOD IRON FOUNDATION VENT FOR EVERY 150 SO/FT OF AREA ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE LOAD j (MPH) CATEGORY DEPTH( TEMP. REQUIRED 1 HAZARDS!,; 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT WITH TABLE 3.5. - ---T- N Y S RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER MODERAT EI SLIGHT ! 9. CATHEDRAL CEILING ASSEMBLY. 30 PSF 130 B � SEVERE 3 FT. To To 11° NONE - I THE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE L+ HET ;MODERATe,- 8 DRAINAGE AS REQUIRED BY CURRENT N.Y.S RESIDENTIAL CONSTRUCTION CODE NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED --- TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS FRAMING NOTES � PLAN CONTENTS II L- ------ - -- - -- --OCCUPANCY -� li I RESIDENTIAL 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND _- _ CLASSIFICATION ADDITION WOOD FRAMING CONSTRUCTION MANUAL. pp CSC 2 UNLESS OTHERWISE NOTED ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR DECK COVERED PORCH NOTES� BUILDING HEIGHT ±2 5'ABOVE AVERAGE GRADE DOUGLAS FIR 3 FLOORS,WALLS CEILINGS AND RAFTERS TO BE SPACED AT 16"0 C.UNLESS OTHER WISE NOTED I j DESIGN CRITERIA CODE 2020 NYS UNIFORM&SUPPLEMENT 4 UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG FIR 1, UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED i, BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL LUMBER ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. FRAMING ELEMENTS, AS PER FLOOR PLANS,CROSS SECTION OPENINGS LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2 GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS GIRDERS _ &GENERAL NOTES _ OPENINGS BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL ON CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO EXT.BALCONIES 60 �I OPENINGS BETWEEN 4'-1"AND 6-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE FIRE DESIGN LOAD CONCRETE WITH A MINIMUM}INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS j DECKS 40 STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12xl2x12 THICK CONCRETE FOOTING, CALCULATIONS ATTICS W/O STORAGE 10 5 ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND (LIVE LOADS PSF) ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS ii USE A MINIMUM}DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 ATTICS W/STORAGE 20 6 DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER FT.BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR �• ROOF(GROUND SNOW LOAD) PER NYS 301.E THE GIRDERS. BATHTUBS FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD ROOMS(OTHER THAN SLEEPING) 40 it 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0" !I CAPACITY UNLESS NOTED ON PLANS 11 O.0 ROOMS(SLEEPING) 30 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER I STAIRS 40 AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL) LEDGER TO BE FASTENED TO BUILDING WITH INCH DIA BOLTS WITH WASHER AND NUTS WHERE GUARDRAILS(ANY DIRECTION) 200 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER NEEDED. SIDE WHERE APPLICABLE UNLESS OTHERWISE NOTED 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE EXPOSURE DESIGN FOR CAT.C 9 PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"0 C.USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS,EACH JOIST SHALL ALSO BE CATEGORY i, UNDER ALL BEARING WALLS ANCHORED TO GIRDER(S) `- 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS INSTALL DRAFT BLOCKING AS 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL LOAD PATH SEE CONSTRUCTION AND WIND PATH �1 NEEDED BUILDING. (RDOF-FOUNDATION) CONNECTION DETAIL PAGE AND GENERAL NOTES 11 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM}'THICK.4 PLY FIR CDX - - - EXTERIOR SHEATHING GRADE PLYWOOD PLYWOOD TO COVER OVER PLATES AND HEADERS i, WAILING SCHEDULE j SEE GENERAL NOTE PAGE 12 UNLESS OTHERWISE NOTED USE�'THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR - ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS,FINISHED FLOOR TO BE INSTALLED I1 PLUMBING NOTES EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS __- 13 ALL BATHROOM WALLS TO HAVE 'THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND '� 1 ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC., CEILINGS AND OVER FURNACE TO HAVE"THICK TYPE-X SHEETROCK ALL OTHER PARTS OF BUILDING CONSTRUCTION CODE. (SMOKE& CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. TO HAVE REGULAR}"SHEETROCK ALL WALLS TO BE TAPED AND FINISHED 2 VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT 14 ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR APPROVAL CO2 DETECTORS) APPROVED EQUAL.FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM 3. IF WALL STUDS,PLATES OR JOISTS ARE CUTOUT DURING INSTALLATION FOR ANY PLUMBING ENERGY 2020 NY STATE CODE&2018 IECC TORCH DOWN TYPE MATERIAL OVER RELATED WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE CALCULATIONS •i 15 ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED,SILL PLATES STRUCTURE.VERIFY WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM I __ j TO BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. un1 F SV p rlM�F aMn ea cFR liTiFn H VAC NOTES --- !- --"- -- - - - -- --- -- ---- j1 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS ;I ELECTRICAL NOTES 1 MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND I SAFETY REQUIREMENTS SHEATHING J::NAIL SPACING AT NAIL SPACING AT INTERMEDIATE - -- --" - 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 1. ALL ELECTRICAL TO BE INSTALLED AS PER N Y.S RESIDENTIAL CONSTRUCTION CODE EQUIPMENT SUPPLIER 4'PERIMETER 1 8d COMMON @ 6"0 C 2 ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE L EDGE ZONE 8d COMMON @ 6"O.C. 3 ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC !! GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. - 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION I' INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. - GABLE ENDWALL RAKE R314 AND R315 OF IRC. AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"0 C. ENERGY NOTES SOIL NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS 1 THIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN, 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIO 2 THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. NS it S-IEATHING LOCATION; NAIL SPACING AT NAIL SPACING AT INTERMEDIATE a !I PANEL EDGES SUPPORTS IN THE PANEL FIELD 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 AND ASTM D 1557) COMPACT THE SOIL AT 12"LIFTS(TYPICAL) CONTRACTOR TO HAVE FILL TESTED BY A 'I 4'EDGE ZONE 8d COMMON @ 6"0 C. 8d COMMON @ 12"O.0 I FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION l a I ISSUE I REVISION DATE I--- - 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION, SUBFLOOR,IS COMPLETE INTERIOR ZONE I 8d COMMON @ 6"O C. 8d COMMON @ 12"O.0 1 , FOR REVIEW 06121/24 FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND I OTHER NOTES ! 2 1: FOR CONSTRUCTION 06/26/24 HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP STORY AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS 1. PROVIDE f"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ACCESSIBLE i 3 ; RECORD SET 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES,AT THE AREAS CEILING AND FLOOR LEVELS CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT PEE OF NFK,Y FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR GLASS WITH ACQ N.J. MAZZAFERRO, P.E. FIBER,SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF 3 INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. STUDS OR STAGGERED STUDS I ' �'m PROFESSIONAL ENGINEER ' 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS * I OCCUR AT SOFFITS.DROP CEILINGS AND COVE CEILINGS P.O.BOX 57,GREENPORT NY, 11956 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N Y S.RESIDENTIAL CODE. z f0 / o Q 5164575596 EMAIL maz-lin@msncom 4 AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST THE q CY FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. Lu ( JENNY SHOUKIMAS DESIGN LLC DRAWN BY BLS 5 FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N Y.S 2 RESIDENTIAL CODE j �`p • 057 ��� DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 06/21124 AgQFESSIOC BROOKLYN NY 917.583 9228 EMAIL jenny shouk;mas@gmatl com SCALE NTS GENERAL NOTES 'SHEET NO: BOPP RESIDENCE �- 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST: 1000 SECT 117 BLOCK:08 LOT:02 SUBFLOOR -F- JOIST 2ND FLOOR WALL � mil STEEL BEAM j SUBFLOOR i j I WOOD JOISTS 4"DIA MAXIMUM 2x612x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM 1ST FLOOR WALL i I i SUBFLOOR WITH 4�'DIA BOLTS @48"O.C. STAG' JOIST 4"x+'x 8"STEEL TOP AND BOTTOM PLATE STEEL BEAM WITH" 6"ANCHOR BOLT" STRAPPING TO BE ATTACHED TO WALL STUDS @ 48"OC I I AND ALL WINDOWIDOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN(10 KIPS) FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4"-8" LSTA36 I-1/4".36"18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH STUDS ON ALL OPENINGS A NAILING PLATE IF NEEDED)TO BE TYPICAL BEAM DETAIL Il LSTA48 1-1/4"x48"169a STRAP INSTALL 4'0"O.C.AND JACK APROX.J'OR HIGHER THAN STEEL BEAM STEEL I BOTTOM BEARING STUDS ON ALL OPENINGS I TO ALLOW FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING KING STUD ENDWALL CRIPPLE STUD 4"DIA MAXIMUM Qz WOOD JOIST SIDEWALL HEADER GIRDER/HEADER APPLICATION JACK STUDS ni FLOOR USP NUMBER DESCRIPTION 1ST ADS5 HOLD DOWN ANCHORI CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION Wl ANCHOR BOLTS SPLICED JOISTS OVER HEADER/GIRDER 2ND ADS5 HOLD DOWN ANCHOR: CONNECT TO 1 SIDE OF ALL COERS ON BOTH BOT.PLATE OF 2ND FLOOR AND IRN OP OF LOCATION USP NUMBER DESCRIPTION APPLICATION 1ST FL.CONNECT THROUGH THE FLOORS TO JOIST TO I RT10 TYDOWN ' CONNECT EACH OTHER W/THREADED ROD. GIRDER/ ANCHOR TO EA- LOCATION USP NUMBER DESCRIPTION APPLICATIONI- '20GA.STRAP GUARD -HEADER JOIST ALL OPENINGS LSTA12 1-114"xl2' APPLY TO EACH JACK STUD RAILING ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD, WALL STUD T1 METAL STRAP ARM BOARD DBL,SILL PLATE SILL PLATE(S) TERMITE SHIELD SILL GASKET FOUNDATION I ANCHOR BOLT EMBEDMENT- I POURED CONCRETE:7" BLOCK WALL:15" I I WOOD JOIST I I l ff USE WITH 3x3 SQUARE STRAPPING TO BE ATTACHED TO WALL STUDS @ I BLOCKING 48"OC AND ALL WINDOW/DOOR OPENING JACK WASHERS P844 POST ANCHOR STUDS (USP LBPS58) CONC.SLAB(AS REQ.) FLOOR JOIST DEPTH USP NUMBER' DESCRIPTION APPLICATION FOUNDATION f'DIA ANCHOR BOLT. WOOD GIRDER STRAP INSTALL 4'0"'0 C.AND JACK ) ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING liFli 17 4"-8" 1 LSTA24 1-1/4"X24"20ga STUDS ON ALL OPENINGS SILL PLATE TOm FOUNDATION I ISTORY 72"OC (CRAWL AWL SPACE OR FND) DECK PIER PER PLAN 8"-14" LSTA30 1-1/4"X30"18ga STRAP INSTALL 4'0"O.C.AND JACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED SILL PLATE TO FOUNDATION 2 STORY i� STUDS ON ALL OPENINGS 36"OC AND OVER OVER BEARING WALLS AND HEADERS, I I 8"DIA -——----------- (CRAWL SPACE OR FND) I C? 14"-16" LSTA36 1-1/4"X36"18ga STRAP INSTALL 4'0"O.C.AND JACK PIER CONC WALL BOTTOM PLATE TO FND 1-2 STORY STUDS ON ALL OPENINGS (SLAB ON GRADE) 57"OC I L_j I ISSUE I REVISION DATE CONC,SLAB 6 MIL.POLY 1 FOR REVIEW 06121/24 GRANULAR FILL STEEL COLUMN 2 FOR CONSTRUCTION' 06/26/24 TYP.CONC.FND.DAMPPROOF I EXTERIOR BMIL POLY ON EXT. CONC.SLAB WOOD JOIST 3 COMPACT FILL RECORD SET KEYWAY FOOTING I I GIRDERIHEADER CONC.FOOTING. WOOD JOIST N.J. MAZZAFERRO, P.E. I REINFORCING BAR pp Eye i PROFESSIONAL ENGINEER DRAIN TILE I MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE P.O.BOX 57,GREENPORT NY,11195 24"x24"x12"CONC.FOOTING SUPPORTED WITH THE PROPER STEEL.CONNECTOR.IF ABLE, SET FIR JOISTS APROX,�'HIGHER THAN LVL HEADERS TO V¢ I 516 457 5596 EMAIL.maz IIn@msn com TYPICAL CONC FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. WHERE NEEDED FOR STRUCTURAL BRACING. ...... JENNY SHOUKIMAS DESIGN LLC DRAWN By JLS 0 it DESIGN ARCHITECT 0 141 DATE:06121124 41 EASTERN PKM,11 E I BROOKLYN NY '�*Vo 05 gmall com SCALE 411 917.583 9228 EMAIL jenny shoukimas@ OFESSI DETAILS SHEET NO. BOPP RESIDENCE A f% 16615 NEW SUFFOLK AVE NEW SUFFOLK, NY 11956 i i \ I RAFTER : I I NEOPRENE GASKET TOP PLATE i ROOF JACK C� WALL STUD i ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION I APPLICATION 4"THRU ROOF . 4"THRU ROOF RAFTER/PLATE' RT15 ;TYDOWN ANCHOR I CONNECT TO EACH RA F ROOF JACKS&VENTS DETAIL TO PLATE WET BAR PLATE/WALL SPTH4 'STUD PLATE ANCHOR I CONNECT OVER PLATES T 1 1/2 V BA TH STUD 1112V 1112V 1112V I i I SINK LAV i OA.I :MA E WC I 1STFLODR DW 112� KE 1-112" ;i SLAB ON GRADE � RIDGE CAP OF SAME 2„ RAFTER 2 + 2 �• \ MATERIAL AS ROOFING t J ® NAILED TO SHEATHING- C.O. THROUGH VENT TOP PLATE TO EXISTING SEPTIC 4" 3" SYSTEM WALL STUD RAFTERS PRE-MANUFACTURED RIDGE KEEP SHEATHING MIN.1-112"FROM VENT FOLDS OVER RIDGE TO PEAK TO ALLOW FREE AIR PASSAGE LOCATION USP NUMBER DESCRIPTION RISER DIAGRAm j CONFORM TO SLOPE OF APPLICATION 1 ROOF I 10-3/4"x 18 a TYDOWN J NTS 4"-6" RT10 i g I ANCHOR CONNECT TO EACH RAFTER i 6"-12" RT20 21-1/8"x TYDOWN j ANCHOR CONNECT TO EACH RAFTER � I I i 0 O 0 O ;0 0 0 0 0 1 � i I i , I FASTENER TYPE: SPACING: IF No 8 WOOD-SCREW BASED 16"O.C. O0 THROUGH-ROOF EXHAUST VENTS 0 0 ANCHOR WITH 21N. 0 0 0 ��� SELECTED AND LOCATED BY f EMBEDMENT LENGTH � I � � CONTRACTOR No 10 WOOD-SCREWS 16"O.C. VENTILATION CHANNEL AS REO. RAFTERS MAINTAIN VENTILATION BASED ANCHOR WITH 21N o EMBEDMENT LENGTH O 0; 0 0! \ BLOCKING d� 0 0, O' -----\\ 2x4 LEDGER LEDGER � +"DIA LAGSCREW BASED 16"O.C. I I ! 2x4 SOFFIT JOIST ANCHOR WITH 21N. FASCIA EMBEDMENT LENGTH I I I:.� GUTTER RAFTER I CONTIN SCREENED VENT O 0 �010 i0 I I CONTIN.SOFFIT/EXT. 0 O' I I 0 ATTIC SHALL BE PROVIDED WITH A MIN NET PLYWOOD "APA RATED SHEATHING 2x4 DF#2 STUDS ! FREE VENTILATING AREA NOT LESS THAN+ GRADE PLYWOOD OF THE AREA OF THE SPACE VENTILATED ROOF VENTILATION/SOFFITED RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION ALL OPENINGS SHALL BE COVERED WITH (ALTERNATIVE: "O S.B.) I CORROSION-RESISTANT METAL MESH EAVE DETAIL I 2x6-2x8 i LS26 1 18ga,SLOPE HANGER I APPLY 70 EACH RAFTER/LEDG jo "APA PLYWOOD Oi 0 0 IO 0 I OPENINGS OFJ"IN DIMENSION. SHEATHING0 WINDOWSILL I 2x10 LS210 189a.SLOPE HANGER APPLY TO EACH RAFTER/LEDG I I � 0, !0 .0 IO' 10 I FASTENER TYPE: SPACING: : I TYPICAL WINDOW OPENING No.8 WOOD-SCREW BASED 8"O.C. j 2 ANCHOR WITH 21N. PANEL SPAN EQUAL OR SMALLER THAN 4'-0" EMBEDMENT LENGTH 01 o 0 0 O, 0, No.10 WOOD-SCREWS 8"O.C.BASED ANCHOR WITH 21N. EMBEDMENTLENGTH i �001_� # ISSUE/REVISIONJ'DIA LAGSCREW BASED 16"O.C. 0 0 O O DATE ANCHOR WITH 21N. EMBEDMENT LENGTH ; FOR REVIEW 062124 i MULTIPLE PLYWOOD I I ASSEMBLIES(2)2x4 DF#2 RAFTER I 1 2 FOR CONSTRUCTION 061624 STUDS CONNECTED ! TOGETHER WITH STAIWLESS RIDGE 3 RECORD SET STEEL OR GALVANIZED ` BOLTS W/WASHERS APID NUTS @ 2'-0°o.c. I N.J. MAZZAFERRO, P.E. \ �p,XE OF Ely ro PROFESSIONAL ENGINEER WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 5 _ g 1• �� P.O.BOX 57,GREENPORT NY,11956 AS PER SEC.1609 1.2,201516C&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT LOCATION USP NUMBER DESCRIPTION APPLICATION �O. 9� 5164575596 EMAIL maz_lin@msncom GLAZING) -� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH V A MINIMUM THICKNESS OF+"AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE O JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS AND TWO STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE n j .-t w DESIGN ARCHITECT PROVIDED (REFER TO SECTION 1609.1 4,1609.E 5 AND TABLE 1609.14.OF N.Y NOT A SUBSTITUTION FOR DESIGN S.RESIDENTIAL CONSTRUCTION CODE).THIS IS = 41 EASTERN PKWY,IIE DATE p6zv2a -PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. I 57p�5 BROOKLYN NY 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.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION, ARO 917583 9228 EMAIL SCALE NTS Jenny shouk,mas@gma,l com FESSIO14 'RISER DIAGRAM & DETAILS SHERTNO: ' I BOPP RESIDENCE 16615 NEW SUFFOLK AVE �►-3 NEW SUFFOLK,NY 11956 DIST:1000 SECT:117 BLOCK:08 LOT:02 16615 New Suffolk Ave, New Suffok NY R-40 Zoning 100.62' Map: 117 Block:08 Lot:02 Existing: Residential Single Family Conforming Use WIRE FENCE ; EXISITING BUILDING AREA INPUTS w 1ST Story Gross/Livable space (cellar bulkhead excluded) 1409.5 s ft z Covered Front Porch (not included in gross) 90.5 s ft-30 sq ft exempt=60.5 s ft w 2ND Story Gross/Livable Space 1192.4 s ft Basement(not included in gross) n/a N ExIsTlll LL rOOL F:L"a O W r ON Attic not included in gross) n/a ON CONr 2ETE SL _ Pool (not included in gross) 648 sqf i--- O TOTAL existing gross area 2601.9 sq ft 17.0' O 10.33' 5.81 OUTDOOR 36' V J SHOWER n N I..._ LOT COVERAGE FOR NON CONFORMING LOTS less than 20,000 sq ft(§280-124) ON GRADE - aov W Existing Lot Size 12,565 sgft 16.19' 12 19 1 a PROPOSED Allowable Lot coverage @ 20%of lot size = 12,565 x .20 = 2,513 sq ft PERMEABLE F— EXISTING Lot Coverage PATIO ON GRADE o 1409.5 SF mainhouse+ 60.5 SF covered porch + 648 SF pool) 2,118 sq ft EXISTING 18'x36' 2 PROPOSED '� � PROPOSED Lot coverage @side Porch 51.5 s ft-30 s ft exempt= 21.5 s ft 1-S N RY IN GROUND POOL TOTAL PROPOSED LOT COVERAGE -�-- WOOD FRAME (1409.5 SF exist. main house+ 60.5 SF exist covered porch + 350 SQF T POOL w LL 648 SF existing pool+21.5 SF propsed side porch+350 Pool house+ HOUSE Z 6.95 outdoor shower fence) 12,496 sq ft COMPLIES Lu 20.75' 0 136' 0 REQUIRED SETBACKS FOR ACCESORY BUILDING O Front Yard _ N/A Side Yards: individual=10' COMPLIES 10.33' & 17.4' Side Yards (total)=25' 10.33'+17.4' =27.73'COMPLIES Rear Yard N/A POOL HOUSE AREA Q ALLOWABLE 350 sgft O PROPOSED sqft 350 sgft COMPLIES CELLAR N MAX BUILDING HEIGHT FOR ACCESSORY BUILDINGS MAX 18' TO TOP OF PITCHED ROOF W/MIN, 5' SIDE YARD SETBAC 16-11.25" complies NOTE: SCDHS R#: R-24-0820 4 — 184' ZONING CHART 2 NTS EXISITNG STONE N 1 STORY PYRAMID LINE PATIO ON GRADE N WD FRAME HOUSE WOOD FENC 220' NEW POOL HOUSE / INSIDE PYRAMID / ti NEW OUTDOOR / SHOWER / CV 1 &2 STORY GRAVEL ENCLOSURE I I WOOD FRAME HOUSE CONDENSING DRIVEWAY T l i UNIT ,— EXISTING 0 LO PERMEABLE I r GRAVEL DRIVEWAY r CHIMN wz , W O �. £T, LU Q Z Q f- \ 'Xi I O __, of w 0- ROOF OVER OPEN PROPERTY LINE! °'� 0 U) a- WD FRAME PORCH , M ¢ ro� 22 a' &3/32" YRAMID DIAGRAM LOOKING NORTH I-- — r '3,z ' a WOOD FENCE \ p . 0 I _ \ PYRAMID LINE fieSsIONP�- CONC. SIDEWALK 100.44� :�7) \ '\ NEW POOL HOUSE # ISSUF/REVISION DATE INSIDE PYRAMID 1 FOR REVIEW 06121/24 2 FOR CONSTRUCTION 06126124 MAIN STREET \l r I 3 RECORD SET N (NEW SUFFOLK AVE) - iO O N.J. MAZZAFERRO, P.E. SITE PLAN T— I O PROFESSIONAL ENGINEER 3/32" P.O"BOX 57,GREENPORT NY, 11956 1 71 tl � . 4 maz_Iir@msn com 516 57 5596 EMAIL ` JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 06/21/24 PROPERTY LINE BROOKLYN NY 917 583 9228 EMAIL.jenny shoukimas@gmail com SCALE 3/32'=1'-0' 3 PYRAMID DIAGRAM LOOKING WEST 3/32" SITE PLAN & PYRAMID SHEET NO: BOPP RESIDENCE �`� 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK.08 LOT:02 LEGEND ........ .. .......... ....................... A B C D EXISTING FOUDATION WALL . ............ 4'-10" 11'-52" ..... ....1, 5, EXISTING EXTERIOR WALL EXISTING INTERIOR PARTITION I I I I TYPICAL NEW FOUNDATION WALL: 8"CONCRETE FOUNDATION WALL 1 1 7 2"RIDGID INSULATION(R-10) TYPICAL NEW EXTERIOR WALL: 3/4"CEDAR SHAKES,STAINED (5 EXPOSURE) � I ( •: � I � � —• •1 I AIR BARRIER MEMBRANE $"CDX PLYWOOD ON 2x6 DF I STUDS @ 16"OC R-21 KRAFT FACED BATT I INSULATION I I , 8"GWB TAPED/PTD cy)i It � NEW INTERIOR PARTITION: I I ��r 2x4"WD FRAMING @ 16"O.C.WITH `'' ( I 8"THK GWB,TAPED AND PTD. dI BATT INSULATION TO ACHIEVE 50 SOUND CLASS TRANSMISSION OR ' L I I GREATER ° VERTICAL 4x4 POSTS TYP. @ OUTDOOR nI SHOWER. 8" SONOTUBE W/ GALVANIZED POST I ANCHOR W/8" BOLT TO PIER. I I I 4" POURED I �° I Z6�COMP ACTED _ 8"WIDE FOUNDATION CONCRETE 4000 PSI I I COURSE GRAVEL mico WALL. SEE SECTIONS I SLAB ON COMPACTED UNDER PAVERS,7 M R-10 RIDGiD � •� AVEL /� l � INSULATION AT SIDES AND UNDERSIDE OF I l e SLAB ON GRADE LINE OF FOOTING I ' { BELOW f• I I I � I i I I •'1 i h s O 4'-10" 13'-4" 18'-74 PROPOSED FOUNDATION PLAN 3/8"= V-0" AROFESS 10�P�� I I I I # ISSUE/REVISION DATE 1 FOR REVIEW 06/21/24 2 FOR CONSTRUCTION 06/26/24 3 RECORD SET N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER P O.BOX 57,GREENPORT NY, 11956 516 457 5596 EMAIL maz_lin@msn com JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 06/21/24 BROOKLYN NY 917 583 9228 EMAIL:jenny.shouk;mas@gmail com SCALE 2 FOUNDATION PLAN SHEET NO: BOPP RESIDENCE 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 -5 DIST: 1000 SECT:117 BLOCK:08 LOT:02 LEGEND A B C D COOLING UNIT ONLY. NO HEAT EXTERIOR CONDENSER TO AHU IN ATTIC SPACE. EXISTING FOUDATION WAIL 4'-10" 11'-52" 1 5" - - --- ON-DEMAND GAS WATER HEATER FOR OUTDOOR EXISTING EXTERIOR WALL 1T-0$" SHOWER, BATHROOM FAUCET & KITCHEN FAUCET. 2- 1-3/4"X 9-1/2" LVL -THREE INCHES OF BEARING 5 1 1„ MINIMUM ON EACH SIDE OF HEADER OVER EXTERIOR EXISTING INTERIOR PARTITION 16-10$" 2 FOLDING WINDOW — TYPICAL NEW FOUNDATION WALL: 8'-1" 32" �, 53„ FOLDING"ACCORDIAN" OUTSWING WINDOW 8"CONCRETE FOUNDATION WALL 4 2" RIDGID INSULATION(R-10) EXTERIOR SERVING 2-11 COUNTER SEE CONDENSER O I TYPICAL NEW EXTERI ELEVATIONS 3/4"CEDAR HAKES, SOTA NEDL _ _ - ---- - - ---- - -- --.T lY__ (5"EXPOSURE) AIR BARRIER MEMBRANE - �"CDX PLYWOOD ON 2x6 DF `'), CHANGING -21" °' I I 24" �1 15"ICE I - STUDS @ 16"OC R-21 KRAFT FACED BATT AREA ulii� `- II4 C IC FT��MAKEd -I �L� INSULATION � M8"GWB TAPED/PTD 3' _,�__-2- L — — — — — M� �I I I W TE TRASH --� "——�-�— NEW INTERIOR PARTITON: PERMABLE WOOD SLATS POWDER/ wATE O 2x4"WD FRAMING @ 16"O.C. WITH ON GRAVEL AT GRADE ,° —= -- r 8 �I �n`r r,`r f"THK GWB, TAPED AND PTD. HANGING G i NG Ic I IQ �`r I BATT INSULATION TO ACHIEVE 50 x ! SOUND CLASS TRANSMISSION OR WET BAR E NEW OUTDOOR 11,_9„ I �� i NO 24„ GREATER SHOWER DRAIN TO 1 i OUTDOOR O Ivl M COOKING SINK LOCAL DRYWELL N SHOWER 01.3 I, OPEN TO -- I - MAIN SPACE z' 1„I SIN T-3„ \ 1 [1'-3- 4 113, 5 4'-42 co - 24" 8 _ _ DW I� w - - - -I - - M x BEAlG17�B� — - — i 1'-72" — -- OPENING — _ — --�--- RRJR I ~ I I w N II ❑ I PATIO NEW PAVERS TO MATCH SEASONAL POOL HOUSE ACCESSORY I 01.1 �� �n / ON EXISTING GRADE ON TO POOL USE ONLY. O II ( GRADE O BED. SEE SECTIONS NOT FOR SLEEPING OR HABITATION. w NO HEATING cV d I I I l i I N i I NEW GAS FIREPIT WITH I ! LOCAL SHUT-OFF VALVE. j +0'-6" GRADE + +0'-0" GRADE —IN ABOVE REFRENCE ELEV. REFRENCE ELEV. ' io I I O aD � IN Milt DOOR N c° I I I I I I I I I I I i I I RETRACTABLE SCREEN 1 POCKET iv 4'-6° 3'-52,. I I I I I I — --- - ----- — — - rIN O O 2 I I PROPOSED GROUND FLOOR PLAN 12-5" 3/8"= V-0" 13'-74' _ 18'-6" PATIO I 24'TO EXISTING POOL 2 - 1-3/4"X 9-1/2" LVL W/ 1/4" STEEL PLATE-THREE A ISSUE REVISION DATE INCHES OF BEARING MININUM ON EACH SIDE OF HEADER OVER EXTERIOR FOLDING DOOR 1 FOR REVIEW 06/21/24 FOLDING 'ACCORDION STYLE' OUT SWING DOOR 2 FOR CONSTRUCTION 0626/24 CLEAN OUT TO SEPTIC FLUSH WITH GRADE , CONCELAED UNDER REMOVABLE PAVER 3 RECORDSET,-� . 1 i OF NE N.J. MAZZAFERRO, P.E. 5� 1 M }"opt PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY, 11956 516 457 5596 EMAIL maz_lin@msn com DRAWN BY JLS JENNY SHOUKIMAS DESIGN I DESIGN ARCHITECT 41 EASTERN PKWY,I1E DATE 0612124 0510 ��* BROOKLYN NY AROFESS1 ONP� 917 583 9228 EMAIL jenny shoukimas@gmail com SCALE 8'=1'-0' GROUND FL PLAN SHEET NO: BOPP RESIDENCE ��� 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST: 1000 SECT.117 BLOCK:08 LOT:02 LEGEND ..I................... ....................... ......... . .......... A B C EXISTING FOUDATION WALL EXISTING EXTERIOR WALL EXISTING INTERIOR PARTITION I I TYPICAL NEW FOUNDATION WALL: FENCE AT OUTDOOR 8"CONCRETE FOUNDATION WALL SHOWER 2"RIDGID INSULATION(R-10) TYPICAL NEW EXTERIOR WALL: 3/4"CEDAR SHAKES, STAINED (5"EXPOSURE) AIR BARRIER MEMBRANE 8"CDX PLYWOOD ON 2x6 DF STUDS @ 16"OC R-21 KRAFT FACED BATT I I I I INSULATION 8'GWB TAPED/PTD — NEW INTERIOR PARTITION: 2x4"WD FRAMING @ 16"O.C. WITH -+-NEW SHED NEW ROOF 8"THK GWB,TAPED AND PTD. ROOF NEW ROOF = I BATT INSULATION TO ACHIEVE 50 SOUND CLASS TRANSMISSION OR I I I GREATER t` HALF ROUND GUTTER. TO DOWNSPOUT MATCH STYLE AT EXISTING HOUSE I I I II NEW ROOF NEW ROOF— I in I I I I I I I I I I I I I I I I I I I I I I I I I PROPOSED ROOF PLAN I I I I I 1 I # ISSUE/REVISION DATE 1 FOR REVIEW 06/21/24 2 FOR CONSTRUCTION 06/26/24 3 RECORDSET r� OF NE �P Ho N.J. MAZZAFERRO, P.E. PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY, 11956 � O 5164575596 EMAIL maz_lin@msn com cl- I � JENNY SHOUKIMAS DESIGN LLC 106/21-/24 Q5 C,c� DESIGN ARCHITECT A 41 EASTERN PKWY,11E ROFESSIOW ' BROOKLYN NY 917 583 9228 EMAIL:jenny shoukimas@gmail com SCALE ROOF PLAN SHEET NO: BOPP RESIDENCE ^� 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST. 1000 SECT:117 BLOCK:08 LOT:02 4 3 1 \ 15'-8" 7'-83,, \ TOP OF ROOF \ 00 _ CEDAR SHINGLES. MATCH ROOFAT \. TO RIDGE MAIN HOUSE \ I \ PYRAMID LINEDO \ _ \ I I I N HALF ROUND COPPER GUTTER. MATCH \ t° { STYLE OF MAIN HOUSE \ i I I i I •\ TO PLATE - - - -- — -- -- 1 N TYP. HEAD HEIGHT 'ACCORDION STYLE' FOLD OUT I / I \ \ ACCORDION STYLE' FOLD OUT OUTSWING EXTERIOR DOOR ' \ ` �/ EXTERIOR WINDOW ALL DOORS FOLDcr i wp TOWARDS RIGHT f j s • O \ �'� - — STONE COUNTERTOP SUPPORTED ON \ // (3x) 11"x11"X2" BRACKETS c 01.1L/1L I m i / a i O 1 T.0 FIN FLOOR i ~ T.O. SLAB/FOUND ITA O - _ O 3'-2 7/8, ,� &3/8"EAST ELEVATION EGRESS ACCORDION STYLE' FOLD OUT = 1'-0" OUTSWING EXTERIOR DOOR PYRAMID LINE 4 6-14" �T-T' 15'-8" / TO LOW PITCHED ROOF _ �o TO RIDG i I / � I pp I / � I w i I p / I I OTC l � W I I TO PLATE � — ---- Il TYP. HEAD HEIGHT NI 0 w U I I ~ \ 1 d tC LL o ADA o F- u.l , O O \ N # ISSUE I REVISION DATE Q I f J I r cn �01)2 N 1 FOR REVIEW 06,21124 C'7 I T 2 FOR CONSTRUCTION 06126124 O I � I I 3 RECORD SET Y T.O FIN FLOOR R ' y J 0 N.J. MAZZAFERRO, P.E. T.O. SLAB/FOUNDATIO � PROFESSIONAL ENGINEER i a � P.O.BOX 57,GREENPORT NY,11956 I 'Z 5164575596 EMAIL maz—lin@msncom 1 WEST ELEVATION s #J ah \=1" JENNY SHOUKIMAS DESIGN LLC Vl DRAWN BY JLS 3/8"= 1'-0" FO 05 D' DESIGN ARCHITECT 41 EASTERN PKWY,11 E I AR DATE 06/21/24 I I O'ESSIOW� BROOKLYN NY 917 583.9228 EMAIL jenny shoukimas@gmad com SCALE e'=1'-0" ELEVATIONS SHEET NO: BOPP RESIDENCE �-� 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST: 1000 SECTA 17 BLOCK:08 LOT:02 / A B C D / / \ PYRAMID LINE 4'-10" 11'-52' 1'-5" TOP RIDGE i /• I I /' \ I I - 00 / I I I I I I TO PLATE I co I N TYP. HEAD HEIGHT OUTDOOR x2- I SHOWER I :� .� I _ I � ) DECORATIVE SLIDING ENCLOSURE SHUTTERS ON BARN DOOR - `� < A ? o TRACK VERTICAL V �.-J HARDI BOARD I I I = PLANKS. O ARCTIC WHITE m c 0 o I I I co I I I i ! I T.0 FIN FLOOR .0 SLAB/FOUNDATION v I I I � 2 SOUTH ELEVATION 3/8"= 1'-0" D C B Al \ 1'-5" 11'-52" 4'-10" \ \ TO LOW PITCHED ROOF I PYRAMID LINE \ TO RIDGE co \ I _— TO PLATE co TYP. HEAD HEIGHT N I W I I 0 Q w I 0 I I I I N ISSUE/REVISION DATE m / I 1 FOR REVIEW 06/21124 2 FOR CONSTRUCTION 06/26/24 co O J 00 3 RECORD SET I T.O FIN FLOOR N.J. MAZZAFERRO, P.E. T.O. SLAB/FOUND_A_TIOOGRAD�N N PROFESSIONAL ENGINEER i P.0 BOX 57,GREENPORT NY, 11956 516 457 5596 EMAIL maz_lin@msn wm 5` yc JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 06/21/24 r\j;E BROOKLYN NY 3 ?I I I 9175839228 EMAIL:jenny shoukimas@gmail com SCALE g ��� ELEVATIONS SHEET NO: NORTH ELEVATION ARp� Cap�•� BOPP RESIDENCE ��� 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:08 LOT:02 B C D 11'`2" 1'-5" TOP OF HIGH ROOF vt Oy' �t70 T TO RIDGE �@ 12 10\12 �� \ R'9.� � 2- 1-3/4"X 9-1/2" LVL W/ 1/4" STEEL �� �, T�� 0 I PLATE-THREE INCHES OF ROOF: �P S - BEARING MIN, @ EACH SIDE OF CEDAR SHINGLES, O� \ \��6 j o0 HEADER 8" SHEATHING �O 2x10 RAFTERS W/FURRED AIR VENT +��' \ C I o N R-49 7.25" BLOWN CLOSED CELL �' \\ Q INSULATION 4I 1/2"TY w a"T&G BOARDS SCREWED TO 8" w \ > SHEETROCK, PTD O \ \ J TO PLATE Q TO PLATE I LL (3)2x8 HEADERS AT— -o`D T O DOUBLE HUNG AND N N TYP. HEA HEIGHT AWNING WINDOWS. TYP. 0 HEAD HEIGHT w WIN. A I = U m TYPICAL NEW EXTERIOR WALL: o O °- HARDIBOARD CLABORD (5" Cr w z L'- EXPOSURE) _ \ w O AIR BARRIER MEMBRANE Q < Q O 7) ' ¢ w I-- a"CDX PLYWOOD ON 2x6 DF p \ OPEN O O w 7- _ O o `t STUDS @ 16" OC z \ TO 0 O z 00 O R-21 KRAFT FACED BATT WET BAR I m INSULATION p O o Cn co z � r 8" GWB TAPEDlPTD m '° O° j OR SHIPLAP FINISH AT O o iv " 00 o INTERIOR WHERE INDICATED m \ I I p c? r IL rn 5" DIA, ANCHOR BOLT. 8" EMBEDMENT W/3"x3"WASHER, TYP. I \ C? T.O FIN FLOOR TYP. FOUNDATION WALL: 00 8" POURED CONCRETE ° = T.O. SLB/FOUNDATION v 4000 PSA W/#4 BARS @ 24" O.C. BOTH DIRECTIONS — 4" POUREDCONCRETE ° 4000 PSI SLAB TYPICAL FOOTING: — R-10 RIDGID INSULATION (2") ��� "WIDE x 8" DEEP STONE PAVERS, TO 16 POURED CONCRETE ALUMINUM ANGLE AT SILL MATCH GRADE 4000 PSI W/2-#5 � GRADE, ON BARS THROUGHOUT j PERMEABLE GRAVEL BED 2 E-W SECTION 1 C DUCTED 9,000 BTU MINISPLIT. A B COOLING ONLY. NO HEAT 11'-52' 4'-10" 5'-11 5/8" 5' 11 1/4" 4-10 5-11 5/8 TOP OF HIGH ROOF TOP OF ROOF jmenslon o ace o raming Imenslon o Imenslon to face o raming Imenslon o ace o raming �* ROOF _ TO RIDGE — face of framing T \TO RIDGE 8" SHEATHING OG ��70 R (3)2x8 BEAM ! 2x10 RAFTERS W/FURRED AIR VENT I O R-49 7.25" BLOWN CLOSED CELL 12 5� Q� 12 INSULATION 0 ` 8"T&G BOARDS SCREWED TO 8' FURR BELOW 2x8 RAFTER I F 10 F \ P SHEETROCK, PTD TO ACCOMODATE 7.25" I - i 00 0� R-49 INSULATION C0 4'-3 1/2" I z ROUND COPPER 00 ��S'Q ► GUTTER TO LEADER C, / (3)2x6 HEADER ABOVE 2-8" 12 j `L� 2- 1-3/4"X 9-1/2" LVL -THREE INCHES OF WIDE DOOR I 3� BEARING MIN, @ EACH SIDE OF HEADER VERTICAL HARDI PLANK 16 O. O PLATE BOARDS. TYPICAL AT ER j OUTDOOR SHOWER F F� I ZX8•R ,,,, _ - N TYP. HEAD HEIGHT TO PLAT __ E AT SHED ROOF U I HEAD HEIGHT AT DOOR r - I r Cr w THERMAL BREAK AT PAVERS TO MATCH GRADE —� U U = U I h �; � = STONE COUNTER. SET ON 8" COMPACTED \ v I I N U I - O SUPPORT COUNTER DATE � CV GRAVEL BED z N H ' n ISSUE/REVISION w o -o OD i ON BRACKETS GALVANIZED STEEL POST L` I I os/zvz4 N ae .■ 1 FOR REVIEW BASE FOR 4x4 PRESSURE w TREATED COLUMN ON 0 2 FOR CONSTRUCTION os/zsrz4 CONCRETE SONOTUBE T Cl) j OD j - 3 RECORD SET a" DIA, WEDGE ANCHOR 8 j I 1 OF NE N.J. MAZZAFERRO, P.E. BOLT. TYP. EMBED 8" INTO PIER , T.O FIN FLOOR � �' 1 ra4 c;�fr PROFESSIONAL ENGINEER T.O FIN FLOOR SLAB/FOUNDATION P.O. P , OBOX 57 GREE ORT NY 11956 T.O. SLAB/FOUNDATIO - _ g V i 5164575596 EMAIL maz lin@m GRADDD� _ z 0­ j w JENNY SHOUKIMAS DESIGN LLC DRAWN BY JLS C? �.� DESIGN ARCHITECT DATE 0621/24 8" SONOTUBE I d, co �� �7� �•? 41 EASTERN YN Y,11E STONE PAVERS TO BROOKLYN NY ON FOOTING _ �- ``' j MATCH EXISTING AROFESS'O��P�. SCALE: t GRADE, PERMEABLE 9175839228 EMAIL jenny shoukimas@gmaticom B O._FQO_T11�G ° GRAVEL BED SECTIONS SHEET NO: I BOPP RESIDENCE Am 16615 NEW SUFFOLK AVE 1 SECTIOrl NEW SUFFOLK,NY 11956 -- 3/8 8 = 1'-0" DIST: 1000 SECT:117 BLOCK:08 L O T'02 i i ROOF : ASPHALT SHINGLES, 8" SHEATHING 2x10 RAFTERS W/FURRED AIR VENT R-49 7.25" BLOWN CLOSED CELL INSULATION 8"T&G BOARDS SCREWED TO 8" 3 3 4 SHEETROCK, PTD 7'-84" 15'-8" 3-2x8 BEAM 2x10. ROOF RAFTER @ 16" O.C. _ TO HIGH PITCHED ROOF T.O. LOW PITCHED ROOF !;!� 15'-11.25" TO RIDGE D— 2x10. ROOF R FTER 16" O.C. - IM; TO RIDGE _ r1a — 2X(1x6) COLLAR TIES 48"O.0 I LOCATE 9,000 BTU ------ j TYPICAL NEW EXTERIOR WALL: COOLING ONLY AIR j HARDIPLANK SMOOTH ARCTIC HANDLING UNIT _ WHITE (5" EXPOSURE-MATCH CONDITIONEDDO I Do EXISTING HOUSE) ATTIC SPACE " c� AIR BARRIER MEMBRANE a j �� c° 8"CDX PLYWOOD ON 2x6 DF (3)2x8 HEADER AT STUDS @ 16"OC CASEMENT WINDOW. I R-21 KRAFT FACED BATT INSULATION TO PLATE I $"GWB TAPED/PTD TO PLATE ia ao 00 3-1/2" FLAT WINDOW - TYP. HEAD HEIGHT CASING (AZEK). HEAD HEIGHT WIN. B r _ AT DOUBLE HUNG TOP OF CASING TO o I _ WINDOW A ALIGN WITH PLANK w w U SIDING o Do i wz co z w � � f = Q 2 0 wl _ (n l N o Q 00 U m AZEK HISTORIC SILL i --- ^ AZM 6930, BOTTOM OF SILL TO ALIGN f Do WITH PLANK SIDING � i I O 0o I c T.O FIN FLOOR c��, 3; T.O FIN FLOOR T.O. SLAB/FOUNDATION _ - - - -- - - = T.O. SLAB/FOUNDATION i�t I . ' ' , a , d 3„ --J I < E 8" DIA, ANCHOR BOLT. g PORCELAIN TILE ON 8" EMBEDMENT W/ THINSET ON MUDSET M WITH DECOUPLING MAT �• 0 3"x3"WASHER, TYP. co TYP. FOUNDATION WALL: 4" POURED CONCRETE ' 8" POURED CONCRETE TI B.O. F09NG _ 4000 PSI SLAB R-10 RIDGID INSULATION (2") i I B.O. FOOTING 4000 PSA W/#4 BARS @ 24" O.C. BOTH DIRECTIONS I TYPICAL FOOTING: 16"WIDE x 8" DEEP POURED CONCRETE 0 N-S SECTION 4000 PSI W/2-#5 3/8" = 1'-0" BARS THROUGHOUT i i it # ISSUE l REVISION DATE 1 FOR REVIEW 06121124 I 2 FOR CONSTRUCTION 06/26/24 3 RECORD SET GP E N.J. MAZZAFERRO, P.E. v PROFESSIONAL ENGINEER P.O.BOX 57,GREENPORT NY, 11956 (� 516457.5596 EMAIL maz_lin@msn com !Cz JENNY SHOUKIMAS DESIGN LLC DRAWN 8Y JLS DESIGN ARCHITECT 41 EASTERN PKWY,11E DATE 06/21/24 p �C` BROOKLYN NY �GFESSIGNAl" 917 583 9228 EMAIL jennyshoukimas@gma+lcom SCALE SECTION SHEET NO: BOPP RESIDENCE A-11 16615 NEW SUFFOLK AVE NEW SUFFOLK,NY 11956 DIST: 1000 SECT:117 BLOCK:08 LOT:02