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HomeMy WebLinkAbout52381-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 52381 Date: 10/22/2025 Permission is hereby granted to,. Edward M Bonanno 2026 Arch St Philadelphia, PA 19103 To: Repair foundation "in kind" and construct alterations to convert portions of an existing garage into a pool house to include windows, doors and an outdoor shower as per SCHD approval. Premises Located at: 715 Legion Ave, Mattituck, NY 11952 SCTM# 142.-2-4 Pursuant to application dated 02/14/2025 and approved by the Building Inspector. To expire on 10/22/2027. Contractors: Required Inspections: Fees: Accessory-Alteration $441.00 CO Accessory Structure $100.00 Total $541.00 Building Inspector �afedlC ,c TOWN OF SOUTHOLD—BUILDING DEPARTMENT aw "`- Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 e. r,r Telephone (631) 765-1802 Fax (631) 765-9502 Litt :// ww--,Oulholdtowt .1rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ._ d PERMIT NO. v Building Inspector: FEB 1 4 2025 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an : Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S) OF PROPERTY: Name: Edward & Dana Bonanno scTM# i000- Project Address:715 Legion Ave, Mattituck, NY 11952 Phone#:267-265-1600 Email:edbonanno@hotmail.com Mailing Address:715 Legion Ave, Mattituck, NY 11952 CONTACT PERSON: Name:Edward Bonanno Mailing Address:715 Legion Ave, Mattituck, NY 11952 T'-Z r) Phone#: 267-265-1600 a_5 a Clmail:edbonanno@hotmail.com DESIGN PROFESSIONAL INFORMATION: Name, . Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Thomas O'Neill Custom Design Mailing Address:362 Garden St, West Islip, NY 11795 Phone#:631-8271588 Email:thomasoneilicdf@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure .Alteration ❑Repair ❑Demoliti n Estimated Cost of Project: ❑Other VIA $300,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes iNo 1 PROPERTY INFORMATION Existing use of property:homeowner residence Intended use of property:homeowner residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. IN Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New YorkState/Penal Law. DcLq .2, °J C�v 1�t lr1 Edward Bonanno ❑Authorized Agent @Owner Lq Application Submitted By(I�r' t.. ame): Signature of Applicant: Date: CONN IE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk Countyw , COUNTY OF ) Commission Expires April 14,2 Uo) Edward Bonan no being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)heisthe Thomas O'Neill Custom Design (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 a of CA. , 0;�t' Notary Public PROPERTY' OWNER AUTHORIZATION (Where the applicant is not the owner) 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 LATHAM SAND &>r GRAVEL, INC. 35180 Route 48 a P.O. Box 608 *Peconic,NY 11958 Office(631)734-6800+FAX(631)734-2318 October 6, 2025 Dana and Ed Bonanno SCHD ref#: 21-00170 715 Legion Avenue Mattituck,NY 11952 Re: Septic system at 4715 Legion Avenue,Mattituck To Whom it may concern, On August 24, 2021, Latham Sand& Gravel replaced the failing septic system at 715 Legion Avenue, Mattituck in accordance with the Suffolk County Health Department's SHIP portal system (ref# 21-00170). The existing block system was pumped and abandoned as required. The new system consists of a 1250gallon precast cylindrical septic tank&two leaching pools at 8'dia x 6'deep. The leaching pools are also precast with traffic bearing slabs. The new system is sufficient for a residence with up to 4 total bedrooms, or 3 bedrooms and a garage bathroom, in accordance with current health department standards. Attached is the Installer's certification with a drawing of the system component locations. This information is also on file with the SCHD. Respectfully submitted, qn�p .10 O ohn D, Hooker, P.E. Vice President Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 (631)852-5700 OR HealthWWM@suffolkeouniyny.gov CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Leave blank any items that are not applicable to the installation. **A sejwgge d—isposal$121Mt LAut h gLonr ivitio, rarer at,lea Lt two Auildim gers mitiost-begrovidedon,the back,or n a Separate sheet9 corn and aaachg4 Ig thL5 Lorm Health Department Reference Number: Suffolk Tax Map#: Dist: /&?a —.S ,robeect(s) Lot(s) Project Name or Address:-fu5-6u'z/-en-,4 D2 Applicant/Homeowner Name:_, Date of System Installation: 11A OWTS TREATMENT UNIT SEPTIC TANK Make and Model: Volume (gallons): Rated Daily Treatment Capacity(gallons): Material: XConcrete, t I Fiberglass/Plastic Material: Concrete FiberglassiPlastic Shape: Rectangular, J Cylindrical Slab, WTrafr- DISTRIBUTION LEA CHING POOLS(If applicable) Top: lctb, [ ] Dorne Name of Tank Manufacturer: Number of Pools Diameter and Effective Depth GREASE TRAP Top: [ ] Slab [ I Traffic mmmSlab Dome Volume(gallons): Name of Precast Manufacturer: Material: Concrete, Fiberglass/Plastic Top: Slab, [] Traffic Slab, Dome LEACHING POOLS/GALLEYS Name of Tank Manufacturer: Total Number of Pools/Galleys_ C9 OTHER LEACHING STRUCTURES Diameter/Dimensions and Effective Depth '&LXII-L, Make and Model (if applicable): Top: Slab Traffic Slab Dome N/A Name of Precast Manufacturer: fal"ALIQZ41 Total Linear Feet of Leaching Structure(s): COVERS AND LIDS Installed covers comply with current standards (secondary safety device installed if cover weight less than 60lbs.) [ ]Yes [ ] N/A I hereby certify that the subsurface sewage disposal system components described herein,have been installed by me in accordance with the approved plans and/or standards of the Suffolk County Department of Health Services as well as any other municipal agency requirements;and , t h been tested 09d are operational in accordance with manufacturer's recommendal ions. any and all mechanical/electrical ewpp( n s ave e /7 Date Installer's Signature: /76 j, —P Installer's Name: Phone Company Name: ..7, ........... Company Address: Consumer Affairs Liquid Waste License Number and ondorsement(s); **IN ADDITION TOABOVE, COMPLETE BELOW FOR SANITARY REPLACEMENT/RETROFIT ONL Y.- in addition to the above information, I hereby certify that this OWTS replacement or retrofit meets the Department Replacement/Retrofit Standards, and that other alternatives are not environmentally feasible. I also certify that this OWTS replacement or retrofit installation represents an improvement to existing wage disposal system,W- nditions, Installer's Signature:__ Installer's Name: THIS DOCUMENT MUST CONTAIN ORIGINAL SIGNATURES FROM THE INSTALLER WWM-078 (06/19) m.,.. �. � e �.m.� � � � �� .'� � �� r f �;�G � 4 � l j V ' � i �` �, 4 t,� �, �� � �.. �� _� N � — . y � ��. � �P ,,., ,,. i°��� w . �I .. i i �., �w qy a �e i, � �. j m n � l � � � �„ .,�,��u f .. � d ,4� � 1oi � o �, i � �.�,'. � � � , � �� � � a � � r � � a _. . .� .. �,�; � � _ �� _... � i � � y u ��._ d� � . �" . f r r� y n < < i �, .. ..._ �� ��._..� e _e ' ��,,.. I �.. _—y„ i . . �� 1 r � s' N 59 ° 31 ' 30 „ E CONC. 6 0. 0 0 FE MONUMENT SURVEY OF 0.25' S E TAX MAP LOT `� 0,6' S 6 CHAIN LINK FENCE F 0.6' E 0.3' N 0 0.4' W N o SI TUA TE 0 8.4 24.3" MONUMENT TOWN OF SOUTH 0 L.D O 0 GROUND GARAGE 0 SUFFOLK COUNTY, NEW YORK POOL w ' � TAX No. 1000-14200-0200-004000 N SCALE 1"=20' C 1.2' W FEBRUARY 14, 2023 24.3' N W z 0 AREA = 9566 sq. ft. Q Q 0.22 cc. 16.0' N z 00 � O Z U _ 0Li � N Q z o N � a J D z � J D r O 0 (0 LL W 0 OUTDOOR X O X O KITCHEN fu o Z H z MASONRY 10.8' PATIO 112.1 l I Q0 i 14.1 FE 0 1 STORY WOOD 0.4' W GATE C, I FE I .� 00 Owl" W I 00 1 1/2 I� 10 ' STORY .0" I W 6' x N FRAME I . 0 WOOD 1 I"� O HOUSE I NOTE: LOCATIONS AND EXISTENCE OF ANY GATE I � N o. �1 s I AERIAL LAND SURVEYING, D.P.C. SUBSURFACE UTILITIES AND/OR STRUCTURES NOT 0 53 PROBST DRIVE READILY 12.2' I 10 0" �n � READILY VISIBLE'., ARE NOT CERTIFIED. THE 26 4 SHIRLEY, NY 11967 CERTIFICATIONS HEREON ARE NOT TRANSFERABLE. ._,—.....— 0 PHONE: 833-787-8393 E-MAIL: SURVEYS®AERIALLANDSURVEYING.COM N WEBSITE: WWW.AERIALLANDSURVEYING.COM THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND ANY OTHER N ^ I DISTRICT:100 LOT:4 BLOCK:2 SECTION:142 PERTINENT FACTS WHICH A 11TLE SEARCH MIGHT DISCLOSE N 'UNAUTHORQED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A MOLAVON OF ARTICLE 134, o MAP/FILE NO.: N/A SECTION 720, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW" 00 L J 4 I° "Caple�s Prow the mrf�ginal ad'thin sorvey map not marked wN1Rh an original L� J at the Barad suir'veyor s inched sval or bls artnha�%sed Saal %Nall not be. CONC. MAP OF: Not on a filed subdivision map aar%idared a valid true aa'm' "Ee.tlklaatian irnallcatmd ,wean s4g Ifly that MONUMENT tRrls %iva°wey was praparecd In aa.cardarMc.aa w1tlr tho exa%tang Cade a'l P"Ictl�ce Car Land Surveys adapted thy tkwe Nz+w Park. Stake AssacOatlara afl Z 0.65' S Prr 'an Lamd Surve ars: Said aertF aaklans steal rin an4y ka khe 0.6 E P.O.B. CONC. ( � TITLE NO.: Peres% flar L d the aaarvay S prw areral. aarod aw hi% Inehal} to fobs tlRle MONUMENT �l i carnpaany 9 -r�nayea�kau ag.'..,y and I-4d g. IrasRltnakian Carkrtic©tiraraar,ace nak kransdaratpReu Ra addl"an., Imxtlkutlaav%ar suhsequier,wwrrnnru," ',,MAP FILED DATE: N/A CONC. SIDEWALK — COUNTY TAX MAP ID: 0100-14200-0200-004000 160.02' SITUATED AT: TOWN OF SOUTHOLD EDGE OF PAVEMENT °' djl „ SUBDIVISION MAP LOTS: N A60, 00 V COPYRIGHT 2023 RALPH HEIL, ��LEGION AVENUE � 0 AERIAL LAND SURVEYING, D.P.C. JOB NO,: 14, 1_ w U DATE: February 14, 20 ;� UNDERPIN IX19T'G RIGHT aIDE ruDT FACING)IYIdI.w/a'T1K. HALL CN e' WIDE POURED FTG N,a'-e'aELOH GRADEADE SE( E DETwIL-PAGE FOR INSTALL) I ' I I I I . UNEXCAVATED _ca RPDE As EDwTm DROP TOP° FND III!, a.. THK. POURED CONC, ER wER u REaD FND. NALL ON B" x 16" ILL(rRTPICAL) FOR O.N OCVR �p P1TCN O p n"'av F. I t WIDE POURED GONG. FTG. I III 4'-011 MIN. 3'-0" BELOW GRADE I I III MAX. II IX�KDTMG D'TNK lAKREiE III I IX19TG R OUNDATrON WALL (ter v'acING)wn I -• II Pwrem DrcE a NP c0.MFNmDG RCNOADACLE L.B FmTE G E p • rL�, omGNEi NeOc•H.F GOwRDAr DI wl�9=' - GRADEE)Mm -All T1. A rLL) IXIDTINGaw I I - o� II DROP TOP DP PND I I', I FDa FRS mDR p', m UNEXCAVATED REINFORCE° RE E. 9�ATE° ED - Ww�PDACTIE aw(RIER WER I Ili I E Flu PIu) I I BOTTOM OF UNDERPINNING NOTE: TO DEPTH OF MIN. 36" EXCAVATE # PLACE PANELS 'A' FIRST, 'B' SECOND, I ' I �aP rya+of FND drop rDP of FND I I Fa sWIN�oma°R oR _i, = BELOW GRADE 'C' THIRD AND 'D' LAST. MINIMUM CLEAR DISTANCE L_ _ ____L J I r BETWEEN SIMULTANEOUS CUTS SHALL BE 12'-0". IF J IX� RaTING°'""DDNCRETE ELEVATION OF r°uNDAnw w.c al Yp'ewIDE PaiRED DELOW GRADEN),C REIMIN UNDERPINNED NALL aa's• SCALE: Y2".I'-0" n'd FOUNDATION PLAN LEGEND 5CALE 1/4"s I'-O" 0 EXIIBT'G WALL PROPOSED WALL C ` TO BE REMOVED 0 0 rfe\'�sed -4-0 show ex i n walls io fzmw In .5 v - D A � m o n'_D• c 3 A � o h m w ° a � a _______________- '^ I O - cv - I I o GARAGE I ZV°, Z Pu m 1£� I o u d F 5 a of Seal/SignatureA gR Cqy t �5 J' ANTr.�, /Tip D PuuOwN EXISTING 3_N• - STORAGE - (ND wDRK, • -- IXIsrING 9w IXIDTINc(a)rc EXI5TING ¢'F coL Ywa•NOR V 1 PfG °H - STORAGE 9/. O)ep61•� y - [ND rw�aK) _ OF No O Project No.2341 IXI9nNG raj I ''•"'"°" BONANNO JAIET BAR E%IDrlNcaw GARAGE RESIDENCE 1- 1 w• .�++ 9TL ca.cW rrs 4E••m lvrnw q o-i UDINING RM. zj R PC FTG M.wNh.Nl'11952 p-a w T•ry Sumhald,Sunda rwmnll,NY Fy A_TI-I, p,F n9 I I SCTM� it WET d BAR 1000-142 00-02.00-004 000 sNaHER IN - I 1MDERPIN IXlarc.RIGHT alx Architect of Record '. I 1 � roar PAGING)W.LL wro•TNN L__J a ^= Pa RED m G FND wA G„a• Nicholas A.Vero, (a)a'. (a)r (an'.la•N 1n'.HO nH•3-0DE PWRm CDNC FrG _ I DETAIL His wE`�R°`Iw";LL, Architect,PC D' f , L----_-_- __________________J A SECTION ,r N.II Ro.d p'-i'LIFT eTL HINDW FWWrill --_- Wulh.piAl�S NY 11979 LEGEND AIOI 5CALE. "�I'-O" T6DI-AP-I a"a F 131 21x 10 E nvmoarJ.;rvaol mm O EXIST'G WALL r-T• a•-r Date Scale O PROPOSED WALL 12-&23 4"=1'-0'• ---- - TO BE REMOVED Drawing Title FLOOR PLANS FIRST FLOOR PLAN1. EW ELECTRICAL PANEL TO BE INSTALLED WITH SECOND FLOOR PLAN (NO WORK) WIRING PULLED 4 TRENCHED TO POOL HOUSE Drawing No SCALE 2 NEW PLUMBING PULLED FROM E%ISTING HOU5E 5CALE. TO POOL HOUSE A O 1EXTERIOR WALL CON5TRUCTION I RED C-1 R 1—M BLI—E 14-El T� XII %�=ATED WILDIFET C 4TW OD T.- -7T7 In i �T TT i 'b 7 1 TTT JJ-1 I FRONT ELEVATION (SOUT�4 FACING) ! LEFT ELEVATION (NEST FACING) SCAL-F- 114"-1'-0" O O O 0 C4 cd :x TYPICAL ROOF CONSTRUCTION .YEAR ARCH 1——ASPHALTSeal Signature U .—El(I—EX—I ill l I�FELT 4m; PLYWOOD y D—.1.4 RR TO—1. ijil AQI IX T.IT Ed 0 "'N El nN W5 t4 Project No.2341 BONANNO T .-T.-7— I : l 11 Ill IIIJI 1 1:11 1 1 1 11 H 11 11 Ill [III' !! l[Ill I I III! EXTERIOR WALL CONSTRUCTIOMN RESIDENCE 775US. k,— SIDING- l_%,E_(_!_UIST i6F IIIAT—WILD—FELT M.11—NY I Il CM F— IFTU,WALLS TO illill-IN 4 TU Ill, S C T M k I I I I I i I I 1 11 Y 1000-14100-02 00-004.000 I 11H Architect of Record REAR ELEVATION (NORTr4 FACING) RIGHT ELEVATION (EAST FACING) Nicholas A.Vero, SCALE: 114'l SCALE: Architect,PC lk-h NY 11- T F Date scale 12-8-3 Y4" -0" Drawing Title ELEVATIONS Drawing No DESIGN COMPLIES WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE It THE 2020 NEW YORK STATE UNIFORM FIRE GENERAL NOTES: NAILING 15C;H EDU LfE PRESUMPTIVE PFOI UNDA-1 ION MA TER ALS ING VALUES PREVENTION AND BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE I. ALL CONSTRUCTION 15 TO CONFORM TO N.Y. STATE AND LOCAL BUILDING CA3 PER REJIDtNTIAL CODE OT NEW YORK eTATE arc. R401A.1) CODES, AS PER TAI3LE R602.3(1) OF 2020 RESIDENTIAL CODE OF NYS 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. I NUMSERANDTYPE LOAD-BEARING INSTALL 1}4"W 20 GAUGE GALVINIZED 31 ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.G. AND UNDERWRITERS ITEM DESCRIPTION OF BUILDING ELEMENTS OFfASTENETt•4O SPACING AND LOCATION CLASS OF MATERIAL PRESSURE (POUNDS RIDGE AS NOTED PER SOUARE FOOT) ON PLANS 0* STRAPPING a N O.G. W/2-13d NAILS a EA. END REQUIREMENTS. Root �`� MIN. 12 BEARING ON RAFTER SURFACE 4, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 4-8d boz(2'/,"x 0.113'")or \a' PRIOR TO CONSTRUCTION. NOTIFY THE ARC+-IITECT OF CONFLICTS OR 3-M common(2'iz"x0.1311;or CRYSTALLINE BEDROCK 12,000 P5F (� ALL UPLIFT CONNECTORS INSTALLED DISCREPANCIES, i Blocking between ceiling joists or rafters to top plate ". Toe nail S. DO NOT SCALE THE DRAWINGS, WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 3-liklbox(3"nails ,or TO PROVIDE CONTINUOUS LOAD TO OVER SCALED ONES, LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 3-3"x0.131"arils SEDIMENTARY AND FOLIATED ROCK 4,000 P5F PATH FROM TOP OF RIDGE UP 4-Sd box(2'I"x 0.t 13'1:or FOUNDATION SO THAT NET UPLIFT SMALLER DRAWING5, IT 15 THE INTENTION OF THE DRAWINGS TO PROVIDE FOR 3-8dcommon(2'/,"x0.131);or VALUE AT TOP OF WALL DOES NOT A COMPLETE JOB IN ALL RESPECTS. Ceiling joists to tnp plate 3-I0d box(Yx 0.128"):or Per joist,toe nail SANDY GRAVEL AND/OR GRAVEL (GW 4 GP) 3,000 PSF EXCEED 100 PLF S. THE ARCHITECT SHALL SE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3-3"x0.131"nails p' CONNECTIONS CAPABLE OF ARCHITECT IS NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. WITHSTANDING 325 POUNDS AS PER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL Ceilingoast not attached to parallel rafter,laps over 410d box(Y x 0.128"):or SAND, SILTY SAND, CLAYEY SAND, SILTY WORK DURING CONSTRUCTION AGAINST BREAKING COLLAPSE D15TORTION AND 3 1 0 a o 3-16d common(3'/,"x0,162);or Face nail GRAVEL, AND CLAYEY GRAVEL 2,000 PSIS TABLE R80Z.11 OF 2020 RESIDENTIAL partitions(see Section R802,5,2 and Table RRO_5 ) 4-3"x 0.131"nails (SW SP ISM,SC GM *GC) CODE OF NEW YORK STATE MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. � � � � � 3. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. Ceiling joist attached to parallel rafter(heel joint) 4 Table R802 .5.2 Face Gait a, THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL (see SectionR802.5.2andTableR802.5.2) CLAY, SANDY CLAY, SILTY CLAY, CLAYEY 1,500 PSF MANUFACTURERS REQUIREMENTS, 410dbox(3"x0.t28"):or SILT, SILT, d SANDY SILT (CL,ML,MH,*C-H) INSTALL IY4"W 20 GAUGE 10. CONCRETE IS TO BE 3000 P.S.I. MIN, ON I TON PER SQUARE FOOT SOIL 5 Collar tie to rafter,face nail or 1'/•"x 20 ga.ridge strap to 3-10d common(Y xO.148'1;or Face nail each rafter RIDGE GALVINIZED STRAPPING ® it," O.C. rarer ADJUSTABLE LIGHT ROOF RAFTERS AS W/3-8d NAILS IP EA. END MIN. 12" BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 4-3"x0.131^Waits WEATHER, AND GARAGE SLABS TO USE 3500 P,5,1, MIN, CONCRETE. VERIFY 3-16d box nails(3'/="x0.135");or 2 the nails on one side and 1 toe nail ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS HANGERS (L55U210) NOTED ON PLANS BEARING ON STUD SURFACE I SOIL BEARING CAPACITY IN FIELD. 6 Rafter or roof truss to plate 3-10d common nails x 0.148):or on opposite side of each rafter or s� PER RE91pENT1AL GODS OF NEW 7oRK STATE SEe, R9O1,7� S-I �� SHEATHING TO BE 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 4-IOdbox(3"x0.I28");or truss' STRAPPING 0 CATHEDRAL i NAILED TO TOIL PLATE UNDER BATHTUBS. 4-Yx0.131"nails (RAFTER TO RIDGE 12, SIMFSON "STRONG-TIE" CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL 416d(3'/,"x0.135");or LOAD CARRYING CONDITIONS. 3-10dcommon(Yx0.148');°r Toenail STRUCTURAL MEMBERS ALLOWABLE DEFLECTION ��GAE_Er 13, ALL FRAMING LUMBER TO BE DOUG-FIR #2 F5 - 1150 PSI, E-1.4M. PSI 4-10d box(Yx0.128");or 2 14. ALL HEADERS 4 GIRDERS TO BE DOUG-FIR 122 FB - 1250 PSI, E-1.7M. PSI Roof rafters to ridge,valley or hip rafters or roof rafter 43"x0.131"nails 71F- 15, ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACO PRESSURE 7 to minimum 2"ridge beam 3-16d box 3'/,"x0.135.1:or RAFTERS HAVING SLOPES GREATER THAN TREATED LUMBER. 2-16dcommon(3'/"x0.162'J;or 3/12 WITH NO FINISHED CEILING ATTACHED L/180 O Z ir,,. ALL EXTERIOR DECK FRAMING SHALL BE AO� TREATED LUMBER. 3-IOdbox(Yxo.129"):or End nail TO RAFTERS 17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 3-3"x0.131"nails MIN - v ROOF PLANS, WITH ONE BUILDING PERMIT, THE ARCHITECT SHALL IN NOT BE Wall TERIOR WALLS AND PARTITIONS 14/180 ICE SHIELD RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. 16dcommonWl,"x0.162) 24"o.c.facenail FLOORS AND PLASTERED CEILINGS L-/3GO 18, PREFABRICATED FIREPLACES AND FLUES SHALL BEU.L, 127 APPROVED. S-2 Iq. ALL HEADERS NOT NOTED ARE TO BE (2) -- 2" X 12". 8 Stud to stud(not at braced wall panels) 10d box(3"x0.128");or 16"o.c.facenail ALL OTHER STRUCTURAL MEMBERS L/240 20.5RIDGING TO BE EITHER OF SOLID, I" X 3" OR 18GA. CROSS BRIDGING, NOT TO YxO.131"nails INSTALL HOLDOWNS 0 ALL 1 EXCEED 81--OI' O.C. 16d box(3'/z•x0.135");or 12"o.c.facenail EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 OPENINGS OVER 6'-O" OR 21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 9 Stud to stud and abutting studs at intersecting wall comers 3"xO.131"nails FINISH 22.ALL FLITCH PLATES L.V.L,'S AND GIRDERS ARE TO BEAR ON SOLID WOOD (athracedwallpanels) 2 WITHIN 27" OF CORNERS 16dcommon(3/2"x0.16 1 Jb"o.c.face nail EXTERIOR WALLS-WIND LOADSIA WITH BETWEEN IST AND 2ND FLOOR POSTS AND HAVE SOLIDRAFTERS BLOCKING DOWN ID FOUNDATION WALLS, 16dcommon(3'/,"x0.162'1 16"o.c.eachedgefacenail BRITTLE PIN1544E5 L/240 23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ 8'-O O.G. 10 Built-up header(2"tot"headerwitfi 1="spacer) , 24.INTERIOR HEARING WALLS ARE TO BE BLOCKED (LP 4'-O" O.C. 16d box(3/,"x0.135") 12"o.c•each edge face nail 25.STEEL ASTM A-36 PAINTED BOLTS AS N07ED (A307) WELDS-E70XX 5-8d box(2'/,"xO.113'1;or FLEXIB E WALLS-WIND LOADSIA WITH L./120 , r � FLEXIBLE FINISHES REINFORCEMENT AStM GR. 60, 11 lConthmotisheadertostud 4-8d common(2'/,"x 0.1311);or Toe nail 26,RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 4ltbboxt3"x0.128") ,1 ADMINISTRATION OF THIS PROJECT. l6d common(3'/,"x0.162) 16"o.c.face nail NOTE- L-SPAN LENGTH, H-SPAN HEIGHT. O Z 12 Top plate to top plate 10dbox(3"x0.128'Tor A. THE WIND LOAD SHALL 1'.5M PERMITTED TO DE TAKEN AS 0.7 TIMES � NO SUBSTITUTIONS: 3"x0.131"nails 12"o.c.facenail THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE - E ALL FRAMING HARDWARE SHOWN ON THESE PLANS UNLESS OTHERWISE , ,,,• DETERMING DEFLECTION LIMITS HEREIN. n t 8-16d common(3/"x0,16- ),or STRAPPING INSTALL 1�4' W 20 GAUGE INSTALL SIMPSON HDU2 NDICATED IS "SIMPSON STRONG-TIE" NO SUBSTITUTIONS ARE APPROVED OR , ' Face nail on each side of end joint p 12-1bd box(3/x x 0 8_')');nr MINIMUM ROOF LIVE LOADS GALVINIZED 0 16" O.G. W/3-6d HOEDOWNS 0 CORNERS AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER 13 Double top plate splice � � , ; (minimum2A"lap splice length each BETWEEN FLOORS 1 iOdbnx(3"x0.t-81 or sideofendjoint) NAILS 6 EACH END (TYPICAL COMPONENTS OF THE STRUCTURE, ANY AND HI FRAMING HARDWARE SUBSTITUTIONS WILL 12-3"xO.131"nails C1N POUIVt79-FORCE PER SQUARE Fool of ttoRlzoNTAL PRa�k�cTtoN) HEA . ER A5 OTED ALL HEADERS IN EXTERIOR WALLS) INSTALL iY"W RENDER THESE PLANS NULL AND VOIp AND WILL RESULT IN THE INSTALLER / a 20 GAUGE CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF REM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE Of FASTENER-°0 SPACING AND LOCATION GALVINIZED STRAPPING IP 16" O.C. THE ENTIRE SYSTEM. 16d common(3'/,"x0.162") 16"o.c.face nal TRIBUTARY LOADED W/3-Sd NAILS 4P EA. END MIN. 12" Bottom plate to joist,rim joist,band joist or - AREA IN SQUARE FEET BEARING ON STUD SURFACE ENERGY NOTES: 14 blocking(not at traced wall panels) 36x 0.13I'1,-1s0.135'):or 12"o.c.face nail ROOF SLOPE FOR ANY STRUCTURAL JACK STUDS I. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OFMEMBER 3-16d box(3'/,"x 0,135'7:a 3 each l6"ac.face nail KING STUDS THE N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE LATEST EDITION AT 15 Bottom plate to joist,rim joist.band joist or 2-16dcommol3'!2"x0.1b2'1;or 2 each 16"o.c.face nail THE TIME OF PERMIT APPROVAL. blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c.face nail RISE 4 INGIEIS PER FOOT (I■S) TO LESS °45 2ND FLOOR 2. EXTERIOR DOORS AND DOORS TO GARAGE U - .32 MAX. THAN 12 INCHES PER FOOT (1-1) O Z 3. WINDOWS AND ALL GLASS U - .32 MAX. 4-8d box t2'/i"xO.i(3"):or _I E 4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 3-16dbox(3/,"x0.135');or WINDOW OR DOOR AS NOTED. AIR. 150-200 C.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX, AIR LEAKAGE 4-8dcommon(21/,1x0.I3l");or Toenail NOTE- ALL WINDOW AND DOOR S-3 20 C.F.M„ 4-IOd box(3"x0.i28");or GLASS TO COMPLY WITH R.G. OF 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 16 Top or bottom plate to stud 4-3"xO.131"nails MINIi"iUi"i UNIFORMLY DISTRIBUTED LIVE LOADS N.Y.S. SEC RR308 FOR SAFETY i DE51GN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT 3-I6dbox(3'/,"x0,I35):or GLAZING WHERE APPLICABLE DETAIL AS 15 REQUIRED BY THE BUILDING DEPARTMENT. 2-16dcommon(3'/,"x0.162');or (IN POUNDS PER StaUARE FOOT) Mod box(Y x 0.128);or Egad nail o. ALL: THERMOSTATS SHALL BE ADJUSTABLE 413-75 DEG. F. FOR COMBINATION 3-3"x 0.131"nails HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. , USE LIVE LOAD 7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE 3-lod box 0"x0.1_8'Tor A MINIMUM G01"IBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 17 Top plates,laps at comers and intersections 2-16dcommonW/,"x0.162);or Face nail STRAPPING INSTALL 1}4"W 20 GAUGE INSTALL SI 0 CORNERS HDU2 LESS THAN THE CODE SPECIFIED MAXIMUM 13ASED ON ACTUAL EQUIPMENT SIZE. 3-Yx 0.131"nails 0 HOEDOWNS CORNERS 9. INSULATE ALL PIPES AND DUCTS AS PER CODE. Md box(2'/,"x0.113");or EXTERIOR BALCONIES 60 GALVINIZED 4 ib O.C.(TYPICAL OF FOUNDATION 1. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEC*. F MAX. 2-8d common(2'/"x0.131"):or NAILS ® EARS END (TYPICAL lg EXTERIOR WALL SHEATHING 10, ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT 18 t"brtcetoenchsmdandplate 2-IOd box(3"x0128");or Face nail DECKS 40 ALL HEADERS IN EXTERIOR WALLS) HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. 2 staples l'/," ATTICS WITHOUT STORAGE 10 11. HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 3-8d box(2'/2"x0.113'1;or INSTALL HOLDOWNS 00 ALL p Z INSTALL ty{"W 20 GAUGE OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 19 1"x6"sheathin to each 2-8dcommon(2'/,"x0.131");or Face nail ATTICS WITH STORAGE 20 OPENINGS OVER 0-0" OR t - n TABLES 4-5, 4-�1, AND 4-10 OF THE ENERGY CODE. 8 g 2-IOd box(Yx0.128");or _ GALVINIZED STRAPPING p 16 O,G. 12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 2 staples,1"crown,16ga,I%"]one ROOMS OTHER THAN SLEEPING ROOMS 40 WITHIN 27" OF CORNERS '- V W/3-ad NAILS a EA. END MIN. 1211 TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 3-8dlmx(2'/,"x0,1I3');or 5LEEPING ROOMS 30 SEARING ON STUD SURFACE 13, ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3-8d common(2'/,"x0.131'1;or MIN. G BEARING ON 5OX SEAM VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. 3-10d box(3"x0.128");or STAIRS 40 14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 3 staples,I"crown 16gn,I%'long f7'C'>SP STALL "SIMPSON STRONG-TIE" ! CONTINUITY OF INSULATION AT PLATE LINES, 13AND JOISTS AND CORNERS, 20 I1x8"and wider sheathing to eachbearin€ W'iderthan Vx81' Face nail GUARD RAILS/ HANDRAILS 200 TIES 6 32" O.G. W/ 10- 10d o e Z INSTALL "51MPSON STRONG-TIE" 4-8d box(2'/2"x0.113'1-,or NAILS PRIOR TO SHEATHING --_ DSP TIES ® 3211 O.G. W/ 10- IOd ARCHITECTS STATEMENT: 3-8d common(2'/2"x0.131");or WEIR+-ITS OF MATERIALS DEAD LOADS ° v NAILS PRIOR TO SHEATHING 1, NICHOLAS A. VERO, ARCHITECT, STATE THAT TO THE HEST OF MY 3-10d box(3"x0.128");m a n n d tNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND 4 staples,Vcrown,16gy,)'/,'(onQ •• • • ,. o; :ra a a SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY CA$ PER RESIDENTIAL GODS OF NEW YORK STATE' BEG. R9012.22.1) . dQ - Floor .a I. • • TERMITE E3HIEL1p OVER SILL SEALER CONSERVATION CONSTRUCTION CODE. REFER TO RESCHECK COMPLIANCE REPORT 4-8d box(2'/='x 0.113'1'.or ` :`. 1, a UNDER TREATED SILL PLATE EA PER O =ILED AS PART OF THE BUILDING PERMIT APPLICATION ATTACHED TO THESE 3-8dcommon(2'/'x0.13I");or AVERAGE DEAD LOADS SI-IALL NOT EXCEED 16 PSF (0.72kN/m:� FOR 4' • a..-, '� . Z :ONBTRUCTIO14 DOCUMENTS. 21 Joist to sill,top plate or girder 3-10d box(3"x 0.128'y.or Toe nail ROOFS/CEI LING ASSEMBLIES OR 10 PSF 0.46 kN/m" FOR FLOOR •. . / '• • " ° a f� SECTION R315 OF THE 2015 IRG 3-3"xO.131"nails LOADS FOR ASSEMBLIESWALLS ABOVE EXCEPT AIS FGRADERSNALL NOT EXGEED LIMITED By OTHE 3FOLLOWINGrD a -'a • P :.• <' •! e G n v ad 8d box(2/,"x 0.113") 4"o.c.toe nail 2a Rim joist,band joist or blocking to sill or top 8d cnmmon t2'1,"x 0.131):or • n d ° %" DIA, ,ANCHOR BOLTS ® 32" O.G. plate(roof applications also) 10d box W x 0.128);or 6"o.c.toe nail POUNDS PER a e d (7" EMBEDMENT) W/ 3" X 3' BP 0 � � 3"xO.131"nails WALL TYPES SQUARE FOOT C WASHER (0-O" FROM CORNERS) Q THIS PROJECT COMPLIES WITH THE HOLDOWN CONNECTIONS P OPENINGS G MECHANICAL CODE OF NY STATE, 3-8d box(21/,"x 0.113");or (PSF OVER ro I-O x OR W I T4'I I N 2711 OF CORNERS CHAPTERS 12 THROUGH 24 THE 2-8dcommnn(2'/"x0.131);or ° Cll 23 1"x6"sublToorarlesstoeachjoist r Face nail IS PSF E-IOLDOWN CONNECTION 1ST FLOOR 4 SILL U O PLUMBING CODE OF NY STATE, 3-10dbox(3"x0.128"):or EXTERIOR LIGHT-FRAME WOOD WALLS y"�1'-O'1 CHAPTERS 25 THROUGH 32, THE 2 staples.V crown.16 ga.,I%"long (0,72 kN/m-) SCALE= 2 ELECTRICAL CODE OF NY STATE, @ CORNERS Q 03 ITEM DESCRIPTION OF WILDING ELEMENTS NUMBER AND TYPE OF FASTENER`� SPACING AND LOCATION EXTERIOR LIGHT-FRAME GOLD-FORMED 14 PSF CHAPTERS 33 THROUGH 42. Fl STEEL WALLS (0.67 kN/m-.> SCALE- 7411-11-011 U N 3-16d box(3'/,'x 0.135"):or 10 PSF i 24 2"sub0oor to joist or ginler aBlind and face nail INTERIOR LIGHT-FRAME WOOD WALLS - _16d cnmmon(3'/,"x 0.162") (0.49 kN/m ) 3-16d box(P"x 0.W");w y A '` t ••� O C 25 2"planks(plank&beam-floor&roof) 2-16dcommon(3' "x0.162'1 At each bearing,face nail INTERIOR LIGHT-FRAME COLD-FORMED 5 E N/r -, T 1 PI CAL YV 1 N L U PL.I FTC 0 � a 3-16dcommon(3'/21x0.I621) STEEL WALLS (0.24 kN/m 4-10 box(Y x 0.128'),or 80 PSF ' II) 26 Band or rim joist to joist End nail 8" THICK MASONRY WALLS - d-3"z/4€n'•aan)es�'/16"crown to ($.$3 kN/m , L�T�RAL � S•1-I�AR GONN�GTIONS 20d common(4"x 0.192");or at to each layer m follows:eyed - 6" THICK MASONRY WALLS 85 PSF - 5C L s 81,E 1.1'-O" 7 at top and bottom and staggered (4.07 kN/m ) V N N SIMPLIFIED WALL SHEATHING lodnn131" ails °);a 2taggerdonoo.c.face positesidesat top and bottom Built-up girders and heams,2-inch lumber 3"x 0.13I"nails staggered on opposite sides PRESSURE NAILING ZONES 27 layers Arld: GLAZING PROTECTION FROM WIND-BORNE DEBRIS t>, N N N RESIDENTIAL STRUCTURES WITH TRU55 � � 20d common(4"x 0.192'1;or Face nail at ends and at each splice 3-10dlbox(Yx0.128).or P TYPE CONSTRUCTION, PRE-ENGINEERED 3-3"x0.131"nails FASTENERS AS NOTED WOOD CONSTRUCTION AND/OR TIMBER Q 'I' N N 4-16dbox(3'/2"xO.135'1:or NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF IN OCNEIDUL1s ABOVE CONSTRUCTION FOR NEW DWELLING AND/OR rn 00 00 00 3-16d common(3'/"x0.I62):or /ir, AND A MAXIMUM SPAN OF 13 O FOR EVERY WINDOW. PANELS CU 28 Ledger stripsupportingjoistsorrafters 4-10dbox(Yx0.1'28'1:or At each joist ortafter.face nail SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH ANY ADDITION, ALTERATION A SIGN OR 0 4-Yx0.131"nails APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE SYMBOL DESIGNED IN ACCORDANCE WITH O Z wtNDow PLYWOOD AM r1oTED TITLE 19 NYCRR PART 1265 SHALL BE 2-10d box(Yx0.128'1.orMdcommon SHALL ISE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. `L�' 29 Bridging or blocking to joist as " Each end,toe nail AFFIXED TO ANY ELECTRIC BOX ATTACHED f-/2 x0.i31';or2-3"x0.131)nails SPACING OF FASTENERS TO THE EXTERIOR OF THE STRUCTURE FOR Seal/ Signature DESCRIPTION NUMBERAND �- Intorrnadda FIELD INSPECTION. p AL' O ITEM OFBUILDINGELEMENTS TYPE OFFASTENER••4- (I�a-s)• tiPport;•• FASTENER TYPE FASTENER SPACING HTTP:�/Wbdl"1•DOS,•AIY,GOV/pGEA/NOTIGADOPT.NTM�ttTRUSS -1 , WINDOW VERTICAL 0 HORIZONTAL 5 / Wood structural petals,subfloo.,root and inferrer wall sMathing to framing and pa"ldeboard wall sheatAirrg to fnm"rg SILL STIFFENER SIMPLIFIED ROOF SHEATHING a �� 5 AN7 . >, sae Table RS=3(3)for wood atnx:tural Panel oxrarlorwall shoMidng to wan framlrpj PANEL SPAN PANEL SPAN PANEL SPAN 6 AIN'TETET2 p. `-y�� �O O I 1 6dcommcnt2"xD.113")aaiilsubfloor,wallP S 4'-0' 4'-61 6'-8' PRESSURE 4 NAILING ZONES l(/ �l 8d common(21/"x 0.131')nail(roof);or RSRS- 6 12' V L Of(2'/-"x 0.113")nail(roofY 2%p #6 W D. SCREWS OI ,9 "_ 8d common nail(2'/,"x 0.131);or RSRS-01; 16" 12' 9" qi I I 31 /� 1" (2'/.'x 0,113")nail(roofV 6 12` --I --- -- ---4 ---------- --- fi - Q REFt-EG1'IVE RED REft.SGfIVL I 5 5 32 1'1-"-1'/," 10d common(3 x 0.1481 nail;or 6 12 2y2" #I5 WD. SCREWS N PLYWOOD "STORM PANEL - PANTONE Inat O O 8d(2/,"x 0.131 11 deformed nail 16 16 12 "SHUTTER" DETAIL I I O\\ O // I I +� �- Othorwaitdwathing' "T'' ( \ / O I I "9T 7846A- yO 1'/,"galvanized roofing niuO."head I 1 \--------------- ` 33 /2s eathi,ralcelhllosicfiberboard diameter,or0."long 16gasmpte%ith'/m,"or 3 6 I I O O i OF NG' q, Q sheathing 1"crown O 211y1•structural cellulosic I%"galvanized roofing nail,'/."head diameter, 1 T 34 fiberboard sheathing orI'/2"long 16ga.staple withT/,,"ori"crown 3 6 4" V.T.R. 4" V.T.R. 14 % /// i ProjeetNo. 2341 WALL S�-IEATI-ZING NAILING SC�-IE✓ULE ' 1v,"garvanizedroorngnail:stap)e¢al,'anized. 7 7 RooF -j ROOF r i I d 35 /,"gypsum sheathing' I'/,"long:1'/,"screws,Type W or S I I/O O I I I B ONANNO s e I'!a"gng..1z,'screis.Tyii;stap)egalvanized. I I I 1 I I SIDE NCE 36 /a"gypsum sheathing 1"/,"long;1'/,"screws,Type R'or S 7 7 ---------- RE Wood stmcturd panels,eombine"on wbfloor underlayment tofraMng I M. BAT4-1 6d deformed(2"x 0.1201 nail:or a 1- _- _ / O I I 41 Legion ZONE 6 ZONE G 37 /, and less 6 1_ 2 I 8d common(2/2"x 0.131)nail I I O I I M tt775 C1C,NY Avenue1952 8d common(21/"x 0.131'1 nail;or -T- - F I ELD 38 r!-"-1" 8d deformed(2%2"x 0.120")nail 6 12 I I 1 I I - I ----- I I -1 I 4 I I I THE GONBTRUCTIONNALI, TY X,' Town of Southold,Suffolk County,NY 12" O.G. 12" O.G. , , 10d common(Yx 0.148")nail;or 6 12 It 12nI ------ O I I I ou,,1111'10 va OR M t0'39 1/-" 1/," , ■ INDICATE THE CONSTRUCTION CLASSIRCAT8d deformed(2/"x 0.1,.0")nail 2 ,- j2■ l'4) 12 I I I sucnmE U IOtt F TREorlS.C.T.M61' O.C. 6 D.C. LJ - W2 OF THE BCKYS DEV"AT"FOR THAT ARE OIF TRAL 1000-142.00-02.00-004.000 try Ili 2ND. FL. i 2ND. FL. 3 i-- -1- I TYPE GO"TRUCTiON ■ p - - - - '-J-_ FLOOR FRAMING,INCLUDING Architect of Record ALL j1 EXT. PLYWOOD WALL SHEATHING TO ESE SECURED I nFn GIRDFRSANDBEAMS Nicholas A. Vero WITH bd COMMON NAILS- 2" x II GiAUGE - PATTERN AS g" INDICATED ABOVE. BATH - z_ WETBAR "R" ROOF FRAMING 5 ROOF SH EATI-11 NG NAILING SGHEDU L "FR" FLOOR AND ROOF FRATIiNG Architects IBC 12n (21 I ■ 12n 120 Mill Road rt.ts. I ■ K E` Westhampton Beach,NY 11978 TA$L1= R301.2(I� 12 tOE°I ZONE 1 ZONE 2 ZONE 3 ZONE 4 T:631-288-1404 wR. AREA CALCULATIONS F:631-288-0549 E:nveroarchCaaol.com CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA IST. FL. ,a Ix, n IST. FL FIELD FIRST FLOOR (1!Xf0T'G) r IIII so. FT. 3" Ix 2 2 B" O.C. 12" O.G. 3" O.G. .4 it O.G. WIND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR s1xOND FLOOR (EXISTING) cs2 SO. FT. Date Scale GROUND SEISMIC DE51GN UNDER-LAYf'IEPIT FLOOD WIND FREEZING ' LOAD SPEED DESIGN FRo!STLINE TEMP REQUIRED HAZARD EXPOSURE INDEX a■ 3 EDGE isl=_cOND FLOOR (ADDITION) - 27"1 x�. PT. 1 1_2_23 AS NOTED (MPH) CATEGORY WEATHERING DEPTH TERMITES DECAY 8„ 3■ n p p n TOTAL r 2022 50. FT.4 O.G. 6 O.C. 3 O_G. 4 O.G. 20 PSF 150 MPH SUFFOLK SEVERE 3'-O' MODERATE SLIGHT TO SUFFOLK YES AS PER B 599 c.0. r -� C,O s" G.O. Drawing Title 8 SEC. B TO HEAVY MODERATE 11 FET1A I I COVERED PORc_I 1 C>=x1 SaT'r;r) 20 s0. FT. I I ALL �" EXT. PLYWOOD WALL SHEATHING TO 131= SECURED GA12AGla CExISTtNG� 520 C.Q. FT. NOTES GUST WITH 8d CO1"IMON NAILS- 23"' x 10 GAUGE - PATTERN AS CABANA (ADDITION) r 29S 50. FT. TO AN APPROVED .L" X.Fi.G.I. TO AN APPROVED Z NOTE- THIS SET OF PLANS HAS ISEEN DESIGNED IN ACCORDANCE WITH THE 201E INTERNATIONAL BUILDING •In X.H.G.I. SANITARY SYSTEM (SANITARY SYSTEM INDICATED ABOVE. CODE AND THE 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE ROOF DJx1c (ADDITION) r 56 so. PT. STATE ENERGY CONSERVATION CONSTRUCTIONCODE HOUSE OUSE GARAGE/CABANA Drawing No.: FL.UT-lB I NG R 1 SER D I AGRA" O O N.T.S. ?0-0' UNDERPIN EXIST'G. RIGHT SIDE (EAST FACING) WALL 114/8" THK. POURED CONC. FND. WALL ON 8' x 16" WIDE POURED CONC. FTG. MIN. 3'-0' BELOW GRADE (SEE DETAIL THIS PAGE FOR INSTALL) 77-77 I I I I I UNEXCAVATED I S' REINFORCED CONCRETE SLAB W/ DROP TOP OF FND. I I 8" THK. POURED CONC. 6 x 6 x W2.0 x 142.0 EPDXY COATED WALL AS REdD WWM ON VAPOR BARRIER OVER COMPACTED FILL (TYPICAL) FOR O.W. DOOR rr O END. WALL ON 8" X 16" I I ► PITCH TO DOORS v"/ FT. I ( W 1 DE POURED CONC. FTG. I 4'-O" MIN. 3'-0" BELOW GRADE- MAX. ( I EXISTING 8' tHK. CONCRETE I I BLOCK FOUNDATION WALL r- — - ON 8' x 16' WIDE POURED I I .� GRADE CONC. FOOTING 0'-0' N EXISTING 6' THK, CONCRETE ( I BELOW GRADE) TO REMAIN BLOCK FOUNDATION WALL L ON 8' x 16' WIDE POURED CONC. FOOTING (3'-0" EXISTING, S.W. I I BELOW GRADE) TO REMAIN STL. COL. ON I I P.C. FTG. I I O -Z A B C D A F3 C IDROP TOP OF FND. WALL AS REdD (() II FOR FRENCH DOOR I I UNEXCAVATED I I Be REINFORCED CONCRETE SLAB W/ 6 x 6 x W2.0 x W2.0 EPDXY COATED WWM ON VAPOR BARRIER OVER COMPACTED FILL (TYPICAL) I I BOTTON OF UNDERPINNING NOTE: TO DEPTH OF MIN. 36" EXCAVATE PLACE PANELS 'A' FIRST, 'B' SECOND, I WALL A5 REDROP TOP p'pND WALL AS REdD ( I. DROP TOP OF FND. BELOW GRADE 'C' THIRD AND 'D' LAST. MINIMUM CLEAR DISTANCE FOR SWING DOOR FOR SWING DOOR I L _ _ _ - - _ _ _ _ _ _ - _ _ _ _ _ J I n BETWEEN SIMULTANEOUS CUTS SHALL BE 12'-0" . EXISTING THK. CONCRETE ELEVATION O F BLOCK FOUNDATION WALL ON Boo 16' WIDE POURED a o1 c4oNc. FOOTING (3'-0' UNDERPINNED l�(A L L BELOW GRADE) TO REMAIN 22'-6" SCALE: V211 c l 1-OII 20-0' FOU N DAT 1 ON PLAN LEGEND SCALE: 1/4"=1'-O" �— EXIST'G WALL PROPOSED WALL L TO E3E REi"LOVED f � zs U � Q cd O � N c� c� bA bA N N ---------------------------------------- v I I Q 0� N O GARAGE z z N I d I Seal / Signature o o ° BRED AC, p`NTh �i�, ATTIC 3 W PUL�Dow I !Y �v G�0�1 _ _ EXISTING STORAGE V , 25'-4" sow (NO WORK) a0 � J EXISTING S.W. EXISTING (2) EXI5TING STL. COL. ON 2"42" MDR. STORAGE '9 018461-� O� P.C. FTG. _ LZ/4,(y _ (No woRK) I F OF No Project No. 2341 C14WM) °i EXISTING (2) 2'x,2' NOR. BONANNO RESIDENCE I I NET G BAR EXISTING OW�t. GARAGE 775 Legion Avenue 10" LE pC W P.C. FTG. Mattituck,NY 11952 = t7� uDINING RM, o __ `? a Z U p = �' Town of Southold,Suffolk County,NY 6'-8" `n 6" 10'-•4' - N= I- n BAT i- NET N n I I S.C.T.M#: w. .. BAR I 1000-142.00-02.00-004.000 I i o SHOWER a '; I I UNDERPIN EXIST'G. RIG"14T SIDE Architect of Record z (EAST FACING) WALL W/8" T14K, L-- in POURED C AL ONFT( 5 " Nicholas A. Vero (2)2 xI0" (2)2" 10" (2)2'x12" H R. 2)2"x10" I I DETAIL T1415 PAGE FOR INSTALL) ,_ c PC Architect, yk ----I � 120 MC Roade s 8'-6' LIFT STYLI' WINDOW FWN31611 �� I ON Westhampton Beach,NY 11978 LEGEND A101 SCALE: %4"=1'-O" T:631-288-1404 F:631-288-0549 E:nveroarch a aol.com A EXIST'G WALL A AIo \,A10ff Date Scale 7'-7" 8'—qr 4'-30 PROPOSED WALL I2-8-23 Y4"=1'-0" 26'-0' TO 8 E R EI"IOV E D Drawing Title FLOOR PLANS FIRST FLOOR PLAN NOTE: SECOND FLOOR P LAN (NO WORK) Drawing No.: 1. NEW ELECTRICAL PANEL TO BE INSTALLED WITH - WIRING PULLED 4 TRENCHED TO POOL HOUSE SCALES: 1/4��_1 Oil 2. NEW PLUMBING PULLED FROM EXISTING HOUSE SCALE: 1141,_-I I-oil TO POOL HOUSE 3. NEW DUCTLESS HVAC UNIT TO BE INSTALLED Q O IN POOL HOUSE \ EXTE OR WALL CONSTRUCTION 1 " LONG ED C DAR PE FECTION SHINGLE r.16 1G- %" 05URE ( ATGH EXISTING) 15# SgTURATE BUILDIN FELT T.O. PLT. Yz" CDX�PLYW D EAT ING EX. T.O --- PLT. 2"x(o" 5T S 16" C. " FIBERG S INSU iION W/ V.B. (R-19) i vI IIIIIII Hill I \� I EX, FIN. SUB FLR. FT EX. T.O. PLT. a 1 TT-1 - I - UL JUL HIM o 0 � I f- 410 TTFTT I I I I I I 'w - - - - Iz - - - - -- - -- -- 111 I I Ll ,w IW FIN. CONC. SLAB (L — Fwusi6n FRONT ELEVATION (SOUTH FACING) LEFT ELEVATION (NEST FACING) SCALE: 1/4'i=1'—011 SCALE: 11411=1'—O" t o eZI «i O bA bA bA bA a� a� \ Wn kn � N N \ c) 00 N 06 00 \ EXISTING ROOF O O Seal / Signature ��RE� ACR -- I ��5�5 AN��'yi��` EX_ T.O. PLT. ,11"��' C� � o 46A- EX_. FIN. SUB FLR. K EX. T.O. PLT. -------- Project No. 2341 ! RESIDENCE o I 775 Legion Avenue EXTERIOR WALL NSTRUGTION HIM I Mattituck,NY 11952 IS" LONG RED DA PERFECTION SHINGLE SIDING- %" EXP E (MATCH EXISTING) i0 5# SATURATED ILDING FELT z Town of Southold,Suffolk County,NY Vz" CDX PLYWOO S EATHING I� 2"x6" STUDS K 16" O. 5Y2" FIBER SS INSUL O W/ V.B. (R-19) I S.C.T.M#: �a 1000-142.00-02.00-004.000 _FIN_CONC._SLAB12�4 Q Architect of Record REAR EL-EVAT I ON (NORTH FACING) RIGHT ELEVATION (EAST FACING) ( Nicholas A. Vero, Architect, PC SCALE: 1/4"=1'—O" SCALE: I/4"=1'—O" 120 Mill Road Westhampton Beach,NY 11978 T:631-288-1404 F:631-288-0549 E:nveroarchCaol.com Date Scale 12-8-23 %11=11-011 Drawing Title ELEVATIONS Drawing No.: O