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HomeMy WebLinkAbout50060-Z TOWN OF SOUTHOLD j �� 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 #: 50060 Date: 11/27/2023 Permission is hereby granted to: Mgy Richard 3970 N Bayview Rd _. ....... .r... __ ... _........_ Southold, NY 11971 To: Construct an accessory pool house/cabana to an existing single-family dwelling as applied for. Must maintain 15 foot side and rear yard setbacks. At premises located at: 3970 N BayviewmmmRd, Southold SCTM # 473889 Sec/Block/Lot# 79.-2-3.3 Pursuant to alication dated 10/3 pp 1/2023 and approved by the Building Inspector,. mmmmmm To expire on .... 5/28/2025. Fees: ACCESSORY $381.00 CO-ACCESSORY BUILDING $100.00 ............................................. Total: $481.00 Building 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 Date Received APPLICATION R IBU1111 IDING PERMIT p EC E WE For Office Use Only PERMIT NO. Building Inspetta'Y_ : ��'CT cr`( rr! Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an To � e�'�i��"�ter" Owner's Authorization form(Page 2)shall be completed. k i' " @"k�''` Date:10/02/2023 OWNER(S)OF PROPERTY: Name:Kathryn May SCTM # 1000-79.-2-3.3 Project Address:3970 North Bayview Road, Southold Phone#:609-617-2754 Email:jeffmay57@aol.com Mailing Address CONTACT PERSON: Name:Jennifer DelVaglio Mailing Address:PO Box 369 Peconic NY 11958 Phone#:631-734-7600 Email:CJ@ eastendpoolking.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:Jennifer DelVaglio East ENd Pool King Mailing Address:PO Box 369 Peconic NY 11958 Phone#:631-734-7600 Email:cj@eastendpoolking.com DESCRIPTION OF PROPOSED CONSTRUCTION !!'New Structure ❑Addition [--]Alteration ❑Repair ❑Demolition Estimateil Cost of Project: ❑Other O� ar..w $80,000 �� Will the lot be re-graded? AYes 0N Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property: .° Intended use of property: v, E Zone or use district in which premises is situated: Are there any c4venants and restrict ons with respect to' this properly? Yew ,,ON'o IF YES, PROVIDE A COPY. ❑ .__ _. 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 By print �� �. Authorized Agent ❑Owner Signature of Applicant: Date: I I CONNIE D.BUNCH STATE OF NEW YORK) Notary Public„State of New York SS: `. _� No.01BU6185050 Qualified in Suffolk County COUNTY OFTsigning Commission Expires April 14, 2�being duly sworn,deposes and says that(s)he is the applicant (Name of individucontract) a named, (S)he is the Contractor/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;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1� day o f P13 Ve4y� '(. ,20 r1110 Notary Public (Where the applicant is not the owner) residing 3970 North Bayview Road Southold, NY 11971 I, g at Jennifer Del Va lio f-�br-e. V-(-i.�. do hereby authorize g !tib to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner'' nature Date Print Owner's Name 2 CERTIFICATE OF LIABILITY INSURANCE °ATE( Y) 11/28/2022/ THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONITAC Barbara Dammers NAME: Roy H Reeve Agency,Inc. PHONE (631)298-4700 FA# (631)298-3850 �A4 ,No Exk° No';. ATC PO Box 54 Z-MAIL btlammesrs@royrfeeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGENAIC 4 Mattituck NY 11952 INSURERA: Transportation Insurance Company 20494 INSURED INSURER B: Continental Insurance Company 35289 Eastern End Pools LLC,DBA:East End Pool King INSURER C: Continental Casualty Insurance Company 20443 PO BOX 369 INSURER D: INSURER E: Peconlc NY 11958 INSURER F: COVERAGES CERTIFICATE NUMBER. CL22112818102 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LY FFF POLICY TR TYPE OF INSURANCE IVSD WVO POLICY NUMBER MM/ DIYYYY MMIDD EX LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 15,000 A Y Y 6080837145 11/15/2022 11/15/2023 PERSONAL&ADV INJURY $ 1,000,000 G'EN!'L.AGGRE:GATE.LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,006,000 PRO. 2,000,000 POLICY JEC•p LOC PRODUCTS-COMP/OP AGG $ 07HER: ::1 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accidrrorl, ANY AUTO BODILY INJURY(Per person) $ --- B OWNED SCHEDULED 6080837159 11/15/2022 11/15/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED I'"RFP99TY DAMAGE --... $ AUTOS ONLY AUTOS ONLY fT•'�ru srr.cddrou�! UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION _ PER OTH- AND EMPLOYERS'LIABILITY Y I N STATUTE ER C ANY PROPRIETOR/PARTNER/EXECUTIVE Y NIA 6080837162 11115/2022 11/1512023 E•L.EACH ACCIDENT $ 1,000,000 DED? OFFICER/MEMBER EXCLUE.L..DISEASE-EA EMPLOYEE 1,000,000 1,000,000 (Mandatory in NH) S If yes,describe under DESCRIPTION OF OPERATIONS below I EL,DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Certificate holder is included as additional insured under General Liability as per the terms and conditions of form#CNA75079XX-Blanket Additional Insured with Products-Completed Operations Coverage Endorsement, Form CNA74705NY-Contractors GL Extension Endorsement,NY includes waiver of subrogation&primary&non-contributory coverages as required by written contract or agreement. Additional insured under the business auto is included under Form#CNA63359XX-Auto Contractors Extended Coverage Endorsement-Business Auto Plus. RE:COASTAL CONTRACTOTS LICENSE CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 8 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD SYMBOL LEGEND NO L7� T T 0 MONUMENT FND 1 L �[�' BA YVIe ® I.P. / I.B. FND ( y�r B�A.D ® I.P. / I.B. SET ®' 1 50 WIDE) _~�' `o-355 SPOT ELEVATIONS ®�-•-r CO-) UTILITY POLE } GUY WIRE o—=�3 UTILITY POLE W/UGHT LIGHT POLE SIGN 25 R,9 FIRE HYDRANT — — PVC FENCE (PVC) 4'y — STOCKADE FENCE (STK) —X— CHAIN LINK FENCE (CLF) —K— WIRE FENCE MANHOLE m "A"-INLET FM LOT 4 h M "B"-INLET TAX LOT 3.4 w M YARD INLET YARD INLET ! ' 222.60' S68°56 10"E Z A/C UNIT — ® PIPE ELECTRIC METER IPE) IFND �( 3 5f7 o O © GAS METER O WATER METER + I I N GAS VALVE _^�4 WRE�m -H ( ^ O X WATER VALVE FM LOT 5 .i<���,>^ �.�•--��Y 8'D��AP w 0 TEST HOLE TAX LOT 3.5 •�� t787 I TREE G3'�°i / / 12.7' 32.7 I SHRUB • BOLLARD r, 2 STORY AME ® WETLAND FLAG QQ�/ J 1` „'O�a RESIDE CE qj o W D.C. DEPRESSED CURB 3 Bi X970 u I FE. FENCE a Iw MAS. MASONRY(; / TAX LOT 3.5 I o FM LOT 3 n,g' 191• I Ia A PLAT. PLATFORM �O+'v/ -' W.W. WINDOW WELL !;2O to B/W BAY WINDOW � �� n 0 > 7 g II to l(� C/E CELLAR ENTRANCE I oO / 'c. M j I 0/H OVERHANG TI'II'E N aR/0 ROOF OVER i . o a I �\CANT. CANTILEVER ' >\ g• GATE i;:STK M4 .`,- R .� _ ---- �-------------. ASPHALTDRIVEWAY al ----------OPEN SPACE 10.3 TAX LOT 3.10 f M 1 — ---- -- SHEwFF_ _•--_-• � p0SHED� SHD" EN. tt4.9'N68°56'10"W -- tF S"Df 319.74' i LOT AREA FEN FEN t4.0' 1 _ ±5.9'} t6.5'f B 41,133± S.F. I I I 0.94± AC. GRAPHIC SCALE FM L0112 ! TAX LOT 8.2 40 0 20 40 GUARANTEED TO: RICHARD J. MAY KATHRYN B. MAY ( IN FEET ) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 1 inch = 40 ft. SUFFOLK TAX MAP NO. SURVEY OF PROPERTY 1000-079.00-02.00-003.003 LOT 3 ��SS��Q.+� •4�� MAP OF CALICIW. 1* 3: 1 JCB No.S20-3048 FILE DATE:�ES 10/16/19 5 APONO. 7987 (0 � 1 l a n d s u ry e y i n g DATE SURVEYED: 12/31/2020 SITUATE SOUTHOLD m j s I a n d s u r v e y . C Om P: 631 -957-240 0 DP,.:MC CREW.:AN SCALE: 1" = 40' SUFFOLK COUNTY, NEW YORK AA$N�N,� RIZED ALIERA110N OR ICORgN TO THIS SLRVEY MAP BEARING A LICENSED EAND SURVEYOR'S SEAL IS A-TION OF SECTON)2M.S OMSION 2.OF NEW YORK STATE EDUCATON TAW.(2)CNLY SOUNOMy SI EY MAPS-THE 9JRv N'S EMROSSED SE%ARE GENUINE TRUE ANO CORRECT COPIES OF THE SURVEYOR'S ORIGIIUL WORK AND OPNIIXi.(3)CFHIIFlGTIONS ON THS BOUNpARY BUINEY 1MP SIGKFV iNAT TI-�NAP W/S PREPARED IN ACCORDMICE WITH THE CUPFENT E%IS�ING CODE OF �f'"b€a fid' <,>pNAU1Hp PRACTICE FOR IAN-SURVEYS IDOPTE➢tN'THE NEW YORK STATE ASSOCNTION OF PROFESSIONAL LANG SURVEYORS.INC THE CERIIFlGTpN 6 LIMITED TO PERSONS FOR WHOM THE DOUNOARY SURVEY MM IS PREPARED.TO THE MILE COMPMT,TO THE GOVERNMENTAL AGENCY.AND TO THE TENDING INSTRUTON USIED ON THIS BOUNDARY SURVEY MAP (A)THE—CATIONS HEREIN PRE NDT TRANSFERABLE(5)THE LCOATM OF UHOERCROUNO IMPROVEM OR ENCROACNIIEMS AAE NOT ALWAYS KNOWN AND OFTEN MUST BE ESMMATED. IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMEMS EMST OR ME SHOWN.THE IMPRCVEMENTS OR ENCR-ACNMENTS ARE NOT COVERED BY THIS SURVEY.(6)THE OFFSET(OR DI IENEIONS)H-A9t HEREON FROM THE STRUCTURES TO THE PROPERTY ONES ARE FOR A SPECIFIC PURPOSE ANO USE AND THEREFORE ME NOT INTENDED TO CUIOE THE ERECTON OF FENCES.RETAINING WALLS,PODS.PATIOS PLWMNG AREAE,PDOITIONS TO BUILDINGS.AND ANY OT1ER TYPE OF CONETRUCRON (7)PROPERTY CORNER NONIMIENTS WERE NOT SET AS PART OF THIS SURVEY (B)THIS SURVEI'WAS PERiDRNEO WITH A SPECTRA FOCUS 30 ROE—TOTAL STATION.(9)THE ,jSYEHCE OF RGHTS OF W Y PAD/OR EASEMENTS OF RECORO IF ANY.NOT SHOWN ARE NOT GUAPANTEEO.(10)SURVEY M SUEJECT TO ANY STATE OF FAM WHICH M UP-TO-GTE TTIE EMMINATON MA DISCLOSE k O0EO - Asscssos RIDGE CONNECTION REQUIREMENTS ROOF SHEATHING ATTACHMENT NAILING SCHEDULE STRAPPING DIAGRAM - POOL CABANA -3.3 TABLE 3.6 FROM THE WFCM 2018 EDITION TABLE 3.10 FROM THE WFCM 2018 EDITION TABLE 3.1 FROM THE WFCM 2018 EDITION C H A R L E S A N G O N A Table 3.6 Ridge Connection Requirements tot Wind Exposure IS Table 3.10 Roof Sheathing Attachment Requirements for Wind Exposure E Table 3.1 Nailing Schedule i0e,l Loan kiwfnpliortts.Pkil Asst-tWv rX=10 psf) Leads A R C H 1 T E C T Number of Nssmorr W Rail Naitt Nuns dcln 115 WASHINGTON DRIVE 7bti "Wl[ds ed .. ✓, ., 1.460.Derwiption ROD Ran la ih p 6 G' lie 3T5 124 4311 1411 150 460 176 IN 195 ? r Nana speed 3-cond Bust 1 1-secartd suit frnphy a0ry 5p gu (nphi 110 115 914 330 140 150 360 370 1$D 195 - - J d RoatPRch P r, rA nRt3Rt1RALSHEATHBNG Raft tnruPPtvt.pae,naaedt I r Tu.1ar34AI iseeI-:eJ.AAI MASTIC BEACH NY 11951 lfi �Rf Raafs an Required Capacity of Rddge[dinedlon{ptl{ fel[4f:ar 10,v#" [RI E f E f E F E f E f E F E F E f f F E % Cetl�ng to ill to Top"Ate[Ir piriedl tsee TaLde3AAl ZTab le 3.LAt PI, CJ 12 77 53 1145 /1 6 1u!1 205 243 284 327 3'w RafterTTruss Cer,II-ItoParanNBattce tfwt ro,bo 1seeTabie1.9A) Jseerable 19A1 ca,t,Wp PH.631.987.2633 .36 103 fel 111 1R2 tib 2711 i25 1"T9 446 521• ka 'N Rafu,'/r,uss Crik: lant laps over parthigrei tficewno d) IS"latte 1941 jw• Table 39A1 eactt dap CHARLES.ANGONA27 GMAIL.COM St+ealh3 txal.a4f Madrnwm Laid x f.,Rd Co+a-Narls Pr lad Bo,Na 1.(Inchei,o.c.' C.9-T.to Raftef F.C-waited t flee 7Alde 36' rate YQ 32& 153 176 2.'? dRd 342 466 473 545 6S1 � 4pecNic SPacmd{;n.1 � � i f t Rsrr.Ta+ak"3 5 7 I;e, 3:12 24 154 182 212 272 334 410 487 SEA 6S4 743 G-ity,G BlalRitcg to Rafter fTtie-[tsded) 2-8d 2-illi *Ni,"i, Rlm Rowed to Rartrr JE 0.M-nalladl 2-1w 316d ext•rn,1 2.$ 114 212 246 318 j4a 1170 564 4+63 753 925 12 I: b 1_ 6 12 4 :1 6 ]2 6 ]. 6 32 b F2 a F1 6 12 32 206 343 253 .ifi1 452 1147 fia!3 iS8 813 .LOST 4 I6 b i2 a le b 12 6 12 6 1i 1, lz 6 SX 5 I: b 6 Y2 Nr 4[c FRAMING a.A. 36 231 273 3741 4;L9 Snfl Elf, 73G $52 98P 179!: 19.2 6 11 a i. ti lP 6 72 ti la 6 12 6 31 6 2: 6 31 6 12 Top plate 0.q Tap plate dfeu+-naMrd) 2-1W 2-166 yet 1011: intenaria.me 24 6 11 6 1: 6 1. 6 12 6 12 6 12 6 Si k 22 6 72 6 bF Top platti4t lnteenetlioni dfxe.natledt d-15d 5.566 Jain[s-@aclr aloe 11 64 77 $$ 133 135 iF+b 199 231 266 333 12 b i2 d Y. 6 1. 6 22 6 12 6 17 6 41 b 12 6 i2 6 12 Stud m Stud tfsce- Recd 2.15,1 2-16d Zt•ac, t! 36 ai 102 138 S50 1R6 224 26S 3aR 354 42R O.oa 16 6 3. v i1 6 12 6 12 6 52 6 1z 6 f2 6 i. 6 12 6 12 !fender to Header fFate•narlyd) 1517 !611 16"a.[.ahMgEvg.•s ROOF RAFTERS TO RIDGE: PROVIDE SIMPSON CS20 �GD ARCL•/ •r.` Z0 149 1n 147 189 232' 2RC1 3,33 385 443 536 19 1 h i2 b 12 6 12 6 11 6 12 6 31 6 12 6 12 6 12 B 1F r 7 3970 N Bayview Rd, Ship 4:12 24 131 153 176 226 27Y 136 397 463 532 647 24 r3 12 6 12 6 12 6 I� 6 12 6 12 6 12 6 11 6 6 6 6 YoperBLttamPLateM4tud(gad-rv.Yrdt yPPT,.tdP'1.sA1 fsrrrala••TSaI lrr':srnn (1)AT EACH RAFTER WITH 18-SD NAILS PER STRAP DONALD q �(r >Df 26 ISa 17" 2[7S 263 325 3412 464 S40 6207 ISO 12 b IF v 1: 6 la h 1: k 12 6 1.' 6 12 6 6 1, v 6 E 0.t ^ - Sout13old,NY 11971 BOAanr pante to !41st,64nd;gi4t,Tnd#ohl 2.15,1 2-:62" p••r tuq`. 'Co\ g ti / la 3'16 208 235 3b9 1J2 448 53J 611 10113 R57 ifi b 22 b 1: 6 12 6 21 6 12 6 R b b b 6 6 6 6 b CO2 0.45 or Black#ng J%sax•nailedi �v 36 196 234 264 339 418 5a't 596 694 797 964 2A3 6 I: 6 f. 6 ib E 12 b 6 b k 6 $ u ti 6 6 .4 4 r 22 YE bC b9 83 101) 132 156 182 2,39 213 9wxnetrr Edg@iane 24 b la b 12 6 6 6 6 6 6 6 6 6 6 4 d 4 4 . 4 fFOOR FRAAa3NG _�. 1 , .� • '! 7 N 12 h 12 6 12 6 12 6 1� 6 S h 6 a 6 a b k 6 a a tWal to Silt,Top Ptel!'or Curd.(Ta Sated) 4-ad 4-,Gl Pet rmt sIs 16 6h at) 97 Ila 146 17, 248 242 21'.1 313 ifi 6 12 6 22 6 12 b 6 6 6 6 ( 6 6 6 6 a 4 4 4 BrW$eng to last{Yoe-naBrdJ 2-ad 2-Spa ea.6 ar'd i�1 y 28 gs d09 SIS 147 18Z 321; 20.-d3l3 33d 421 0.42 . f..1 j S41I, 1 111 b 12 6 p 6 6 6 6 6 6 6 6 4 6 s a 4 4 3 3 Blocktn$tn&41st dToe-n40edf 2-ad :1111.DA eaCt-ei'd 5:12 24 101 119 136 177 2.19 2b4 312 3b4 418 Spy 24 b 6 61, 6 6 4 4 a 4 4 4 4 4 t 3 1 3 Blot kMg to SIR ar Top Pdo-t,fT mite lj i-1d:t 4-:6d ea,,h Mock 28 £19 139 161 206 255 308 354 4.24 4"it,S S31'F 1x46-Strip to Beam ffste-nailed) 3-161 4.16d ra(h Joist Gabfr Eadwala Rape or 049 - 6 n 5 6 6 6 6 6 a a R 1 1 per 4354 o -^ ^• 32 i?6 159 IRA 2?G 242 342 416 4R5 557 674 fust an ted ar to Beset Tar-na4rd 1-Rd 3-141 Rake buss with op to 1' d' 36 353 17°.0. 2112 26S 328 :iFtk d6R 545 427 75R Band Ja£st to larH fEnd-rased) 1-;t.1 4-106 per p4nst Rake OxcrNarrg A 1 3- f. s, .4 Bend Tap pate{T.-Itedl ; !anal to S,R nr 7-354= 1-;n:t r:+,LawT 039719 y ' 12 dk 55 61 87 Sig' 114 141 Sud 1N3 6.41 6 6 6 a 217 16 63 74 85 108 Ill 157 188 218 2110 307 6OARDSHIATHINO ROOF SHEATHING 20 79 92 lin€ 17' 156 in? iia 173 313 378 Ratter r c W-6 St-t-f Paa e. 8d 19d Slee Table 3 301 6:22 14 95 Ill I'27 162 1% 235 282 337 376 453 shealh4al&m �`` hhrxmom Nu eae,of ed Comnwn Nans Par Support • a a • • a • a - Spacer;0.l 6441ganAlBadttlSh4dThing • 1 7 a a a DOUBLE 2X6 TOP PLATE 28 lit 129 7a? 198 .632 279 $39 392 438 529 - 2"x6`orf"+s8" 1•a,t :-:Gd Rer W"Pwl I • • a • a a i ' ft6 or it a Sfsearian1 32-19.2 1 ? 1 2 2 2 2 PROPOSED POOL CABANA 32 141 145 169 215 165 314 373 43es 513 605 Ir 1".Ifr'or wider - _ 1-St7d " Par SUPE'uri i I I I I I 1 I ; 36 141 766 1-n 142 Z°39 }!'.8 A.3 491 54.11 69V 1:+10 ao Larger Sheathln4 0.1-19.2 1 3 3 3 3 3 3 3 �I # CErip1G 511E4TH1NG ' 12 49 55 6: 1, 94 112 132 153 11:+ 211 }. f ar spacv,g 111 panvS ed.�Pi Ns} Gypswn W ?°rJ$e!FO"fiat 16 65 73 Ra 142 115 149 176 244 231 79..1 f reap spaeu.ga:l<•L:an'fde:4 supparxs sn the palwiflerd{rtr1 as as ii i ii WALI SH[ATHIhG a s a s a 20 8: PS ltt3 S27 156 S87 2«U 154 291 351 a s a s a s a a s 7:12-12:12 Z4 96 110 123 14.3 167 224 163 $05 350 431 I %aurrxsf shealh[ng wdhm 4 ter!of tt,r perrrrster edge of ttxe roar,u,rlud5sg a feet w+ea�n mda of iter zaf peak,rtes a frx�t peei:haier edge wand Svautura6 Ran.els Rd IgM f.rr T..N,-I t 1l FOR THE MAY FAMILY 50.a tgtadfdefbpardP°ndx ROOF RAFTERS TO TOP PLATE: PROVIDE SIMPSON 2b 114 129 311 176 219 291 $51 156 446 444 zwseMtathmcnrcep'srrilnenlsih%Ilaeused. " " " " ' 1 H2A AT EACH STUD AND RAFTER WITH 12-8D NAILS 32 130 147 SG•1 2tA9 150 29'1 351 epi 466 542 w td wind speeds cerate!rasa i u1 mph,l4ottf;g IS regrl'ed s-P:ch oanstrrs zh@x faad In Sea add¢ar+allo.sta Ri frsasls taLall I3 ra gala roo•e�g ha4 3"rdgw/b'114111 191247"0.1-7(11")saga 7JSk",1444, 16 147 It'; rx. 22.4211 3'16 arts 4s>z 52G ('32 V PER STRAP. 1 TaliU�aten cgnnecnan rec4nramenrs steal:oP PP•m'LLPd[n ne n,ultlphrd h.6 711 for ltammg n<rt kcdied.anh:n 9 iP.PE 111 b,Ufdmg Corfgaai 2.5132" t i ga ga4, rtwr,.:g naY 3"rdgr j b't6'ra O (0 0..9"41 3/4'lurrg'316,ne m1 2 Fabutatrd cmvuscfian regrnremen{s are bated un total uplift p--tithe trarf assem5ly dead load of 5 pif JOIS.10 psf.64.F) enare ar a 11 nrddteadgaontiamuln; Yum Wauhodrd 513 eucdrrs 5.3 T edg (i9"ielo %D Olt,fAtWjfrd v�lE L4 t^E.1?,;op {Y mve.4pl@f 3elk! RAFTER/CEILING JOIST HEEL JOINT CONNECTION arpsdsdard Ed 1111 ;ueTabh31Il39 O NORTHBAYV I EW ROAD ♦- PapticteCuardpalarls 11.1 arJ h:.•-rr„errotatt,tr'j RAge Eannectron SpaLing[tn) 1 Ea I 16 I 191 211 411 TABLE 3.9A FROM THE WFCM 2018 EDITION O3ngonsl board Shealnaig HEADERS VARY SEE TOWN O F SOUTHOLD Radnpl er 1 Sri: 2 al 1 th ale 4 ha £-,6-at Vier.;a 2.SO, _: Per tupc n 0. P : 4 length ra:ter,.Rh1t<o+�necnons,usaarwfspan equal to;wu:e the sack ra'.ter length.the laik raFrer length lnrlvoes the avefiang L"kF11'nr wlae[ 3Scl 3--pd FRAMING PLAN length arni Rha la:^k span Per M1uplwr• F . f10611 S1tCku#trot [„ ON 2X6 WALL Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements Wan.sllictu•4f Pen,etx STUDS @1611 O.C. SUFFOLK COUNTY TAX MAP # 1000 - 79 - 02 - 03.3 Rrlesc<11t.e Aflnln 0.:v @u 1,l g3Sd I"etkii Rd 797 "ell 12"I'M Q gre4tcf than l' after It&1 6'rdg�/72"Held Roof i,ve Load Ground Srsow load iioj opal Board Slw,i t off I'D I z I WALLSHEATHING ATTACHEMENT 20 Psi 30 pit 50PA 70 pit 1"a5'de2"s8" 2-80 2-10d pa supoo X 1".IQ'arwhtef 3 ad :;-1D„ per tupFx"E (moi .I Rent SpanfCtl PROVIDE AT AT ALL II I I I I TABLE 3.11 FROM THE WFCM 2018 EDITION 12 24 36 1-727-724 36 12 24 36 12 z4 36 Nad"a.$rer:lilt'e�r,ehlt All i:aril OS WbY Shea:i ir•4 rla lr•66 brae, Yetrl2(at the i•arrledge.Altet(1att+•r nat6ng i1heaulet VIAR II ne ui.Pd w*trrr will itaPa'ItSt naR,r is rrm,crn EXTERIOR OPENING,JACK I°I I•I I• Rafter R R fat exa r"Air,4 wall 0,valt,•6 it nailed I I.0.e's tlr,-eMn;Yr e;!.*r pe"A EWge to I I 13 I iYafter519pe gequire6Npmher6fi6dComrn9n9r40d96xMailipefHee1jointLonnartf9n'�' ` ptHainnign@:5:a.0rE3GaiP,as.;,nor:a,�,h'r,, sato sbuEauratrrceu'r ers,haitbrd„uea,n atErr,rAra„uu'owi t,u§,� STUD TO HEADER TO TOP .. Spatitrg din.} u•,";to rr.slntaiEY Ste.!ar.1,t{;nal", -.......M�...-^._w-...„......................_......^..»..........-_..._..^....._.__.._.-_..._........._..__....._...._^,....,..,._...._.-.^.._......_..,,,.._,...„„,....__.._.._.......^....._.....__._...,..^ 12 3 5 a 3 6 o a 9 13 n 1; 33 14'heawan u,eat':,'Aucr:d uoru;t a,wnnw" dmetrte?s,the iauutpted-,Le,A nidi snail b o: ,,Rted It,be rrluoit to PLATE Tabie 3.11 WaIl5heathln andCladdin Attachment EJ��1tlSUre Bi 16 4 7 ie 4 7 1.111 Law i'I rl PRO CORNER OLD-DOWNS AS PER FRAMING g g 12 6 t2 17 8 I5 23 CC.•--te^r>+-'•,61--'-•-=/±•(11•-t''[.,:lrq•``-F'•^,'%-f•;-lErrh+tt1�r,lsq I I I I I I VIDE C N H G 3:12 't•rrYLT2s?i7-gt�lsrr,[mr'^`_,-r---•r^.r,";^_arTz'^';•^^"m-;••;z�ra'r---,; I•I f.l i. _............. .Requirements for Wind Leads.. .. 19.2 4 a12 5 1U 111 7 tb 2t 9 1R 27 aP.tEFiirgid',s 1'3i1GCDrYRf;11 NSrl ...._. ...^......r..._.^._..._...,.__.......-_.._......_^._........ ............................^ 24 5 IFS 15 6 12 SR 4 17 Zb 12 23 34 PLAN: PHDS WITH$ THREADED ROD AND COUPLER CNW TABLE OF ZONING REQUIREMENT 12 3 4 6 3 5 4 7 14 s 9 1=, 511 7[err.wirds{iren3xr wwgnnlnRns ua 115 120 116 146 is6 344 370 1Yo Sas TO$ ANCHOR BOLT AT MASONRY FOUNDATION WALL: 4;12 16 3 5 9 3 6 9 S 9 1.3 6 12 17 ZONE: AC STRUC7URALSHEATHING 19.2 3 6 9 4 7 11 6 11 16 7 14 27RAFTER CEILING JOIST CONNECTION PHDS SHALL BE ATTACHED To 311 DOUBLE STUD MINIMUM. [ F F F E f E F E F [ f E F E F E F E f 24 4 R 19 9 13 7 13 19 9 17 2f Stud spacing 12 3 3 5 3 4 n 3 (1 E 4 7 Il Sneathkagloca{ea,' FAaauawnNs:fSpubxgewadCaamonNath a,lod8-Nadi,trnches,nc.j''' TABLE 3.4A FROM THE WFCM 2018 EDITION LOT SIZE= 41,133 sQ.r-T. (.94 ACRE) {rncnes,et} 5-12 16 3 4 B 3 5 7 4 T 11 5 9 Ed u b 12 b I2 b I' 6 s2 b 19-2 3 5 7 3 6 9 5 9 13 6 it 17 PROVIDE SIMPSON CS20(1)AT EACH STUD WITH 18- Interior2nre 16 E 11 b 12 6 12 6 t2 6 12 6 12 6 12 6 12 6 Y2 6 12 24 1 5 4 4 7 11 6 11 16 7 14 21 ...............-^_...._._._..........^...„..„,....M.M.........._....•......,.^...._,.-,,..._....^...^...._.....,......_....., .,_..,,_.........,_..,„,.....-..._..._.-.____„._... -..........._............^....^^......... 'I SETBACK REQUIRED Exposure E UNDER Ya b 12 b 12 b FZ b 32 6 32 b 1P 6 1F 6 b 6 6 c e x2 3 3 d 3 ; 4 3 d a 3 s $ Tai?i@8.4A Rafter D NAILS PER STRAP,WRAP STRAP R SILL !1 b 12 b 12 6 f4 a Y2 b 12 6 32 b 12 6 1.1 6 1: 6 31 16 3 3 5 3 4 5 3 S R 4 7 S31 Shear Connection Requirements Per mE@ter Edge iane 7;12 9 PLATES AND NAIL TO INNER FACE 16 17 F2 B b 6 b. lP F. Y2 b 17 6 11 6 i2 b 11 6 12 b 9 9 1.1 3 4 5 3 4 6 3 6 4 8 12 fd7r65l:fI:?ti4C'Atdetnativc to l:bble��a) SIDE AND REAR YARD-(ACCESSORY) 15 FEET 14 b 11 a I7 6 12 b 17 6 111 6 12 6 6 6 6 6 b f 6 z4 3 5 7 3 s $ 4 R 11 5 in 35 -- b0AR0$HFATH1NG011AP5IDING 12 3 3 3 3 a 3 3 1 5 3 4 6 PROVIDE 2X6 A.C.Q.TREATED SILL PLATE -TYP. T_- 700 yr. Wind Speed Sheathing sue RaR@rlTaus>SPaein$ 9:12 16 3 3 4 3 3 4 3 4 6 3 5 $ 116 11S 324 130 140 I56 166 170 184 195 MAXIMUM ACCESSORY HEIGHT 22 FEET . f#mt@ aey '+nlmrnNu�er of BdCommnn Nails.,or Hid Be.Na.ls Per Support 19.2 3 3 4 3 4 5 1 5 7 3 F o 3-tacontl cit m h 24 3 4 5 3 4 6 3 6 R 4 5 Rafl@rfCeiling Jctdst W&9I Number of 8d Common Valk oil 30d Roe Walla{Traenaded Sa6 of 2x4 stsrathttsg 11.24 z 1 2 2 2 1 1 2 2 1 °= HeighY 1 ,�, g""X 10" HOOKED ANCHOR BOLTS @466 O.C.WITH 12 3 .# 3 3 3 3 3 3 4 ; 3 5 Sparing(#n.) Required fn Each Ran4r and or C@3tin Joist to Ta Prate Connectlpn' _SxE{9a urger She3lPrw 12FA i 3 3 3 3 3 3 3 3 3 [t, 4 / R P 1n 1212 16 3 1 3 3 3 1 3 s 3 a 6 B 2 2 2 2 3 3 3 3 3 3 211 X2Ir X-q PLATE STEEL WASHERS IN ADDITION TO E - NaAsp:art",gaflh+neteA rstiny 14.2 3 3 1 3 3 4 3 4 6 3 s 7 lz 10 2 2 3 3 3 1 3 3 STANDARD NUTS AND WASHERS-TYPICAL r - Na4 spacing at IntrrmPd,ata s:appens to the panel EMd Inn) 24 3 4 3 3 5 3 5 7 3 6 9 1 w:'cI joint corn.curils ars not rvil:vred when the ndge n Supported 0.,yaaaanUeafing wal rea§rler or tided tees.designer,to 16 B 2 1 2 3 3 3 3 3 3 3 I REQUIRED I Fw wailsheaThi.nq wbhrn 4 fee'of tt,e corer s,the 4 tout edge Lane aAAcbr 0 fe6ulreTatr."scall be used resist fie appfred aac3s. 10 Z Z 2 3 3 3 i i 3 4 I 1 Tabulated nail spac.VP; set vr,he:rtPmg ana:hed Eo stud frim[ng mernbcm e,�th 4.425 Gc u 43 1 1Vhen ariermediale tuppart of the ufwe p,a Wvd by" rfl,al it,urs or pur#ms to a kedtle aring wall the tallvt..lotl+reellWnt 8 3 3 3 A 5 5 5 5 S S . CONCRETE SLAB OVER COMPACTED 3 For e,ter br ane-sebr, 24 G p g,gdt;anitrWt%Wn.sLShalthFpPrni:ttadEiiheLtt3SnutP�E [ntnma3!n•31h LS9.'iPei:Jane@gedrEett2Qn:4}I•flaf]Epe!^lilledltlharp;3JGEvpropart.�natfytottiereWet3on:nzy,an 10 3 3 3 'f 5 5 5 G FILL WITH WWM MAXIMUM SQUARE FOOTAGE 1,200 SF 3 Et7ur.•altnt conned;Ln6 are renukred fat ethngjav totemr:g Joist lap splices. I [IrevAlit.ve hefts are based on assunaptioan In Tdup3A. II WhC=,:r'dln .xssta err inslat'.ed s0.1314 fn reitr•s,Sae sem of tine lt.enn:Ls m(`rs.sfteE and r PJIr unt shah e=r ual or exon Paf 4 TaM la[Pd'srlH jag+ni cdn-reclian rr'qu'remenEs tlo nos frrrt,:je ttv@atfdilronal walg',t affix ceding asseml'iy 5 Tihulatia heal:n Lit ta+ e'r.tion requ w.tmts aswne cadent,jai%!%a,raft:r tea's are]at mcd at the ban cm at the attic vp, She tat,dated number of nada regii,rrd. I SVltr'n Cr'I'*g jpRlS Rr raftrf rEFS arw lariat ra 2'•'3'!:Pf in fhr' .space ntl 11'1^f.SIC rip,15 a",53,m cd,and lhP[a#SLIa1Pd final Jtllnf 3 To a-ift spb'ter-g0.,ii.rT t' if,.,2 t:d'sldi(s 53:d II b12.r:sid3f[t31n"40 Ahlt'b0.d rat."w0.f 11611,df!1:1 at 0."lait-"d 10 420 •t r nnncr:it,r r@n•ti(emen{s sl^'tl-De°ncreased by the Lit factors: lap plulu m 3 t.r<-ta.l:'n c"d•.4 shli'wbrn#usrnnfd Ict a Zati l:Ip p�c{e 7 ^ Ceiling Height)Top 4 wt-0 tap p'aee•ta-nr#ge hrdc6IS excet'd 70',they shaia tae adotvd as lu9c,'s•s: Top Plate E0 Ridge \ POOL CABANA FOUNDATION SYSTEM: Prate-to-Root Ridge Nee13o#rat Connection I I Rdjastment Factors Watt Height g' l0' 1 NeghtfHr/Hat •1� 8" REINFORCED POURED CONCRETE WALLS TO Sj2 2Li7 Ad7ust[nrnt FaEFor r 1 x \\ 1/3 tso "eight lit) i BE+4'-0"ABOVE TOP OF FOOTING, WITH#4 BAR r f. f?� Ido 133 1s x c) las itII REINFORCEMENT AT 81-06 O.C.VERTICAL AND(1)to I aft It s s #5 BAR HORIZONTAL AT 1211 DOWN FROM TOP OF M.. 1/16 1.7.7 WALL. FOOTINGS SHALL BE CONTINUOUS T-4" Ngte.l.ns'ral dc'ilecu-of it.ratter heh-the rafter tees niay e vc,d 314 vlcn rrhen gaiter Les are mated aDt:v'e ane-th-I C,I the I. plate-tc- f•,dge height.H,wwhen hL L,creator ti,a 2feetan,l naayrequire adaiti.7nai cansu:r•rat=an. WIDE X 8"" HIGH WITH (3)#5 REINFORCEMENT f:cu'rtc;rr'-J ar±s:' x J ae.1^z.,n-q'+3,.nlr,:,.:•:3rt-•+,r-:^i „=.:t :t<t.lr+.-�F Ag-It N. a ha,r•: As$�?i';^,tre>3I:CpCr.x tL RODS LOCATED 3rt FROM BOTTOM OF FOOTINGS. ALL FOOTINGS TO BE ON VIRGIN SOIL. SCHEDULE OF DRAWIINGS MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE GENERAL CONSTRUCTION NOTES - BARUH FAMILY RESIDENCE EARTH/COMPACT FILL ALL DIMENSIONS AND CONDITIONS TO BE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL SLAB WORK SHALL BE 411 MIN.THICK WITH PLYWOOD SHEATHING TO BE NAILED IN GENERAL NOTES, SYMBOLS \ \ � ArA-33 BUILDING SECTION 12 25 36 46 ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY G-1 WALL SECTION OR ELEVATION VERIFIED BY CONTRACTOR PRIOR TO ORDERING ALL MANUFACTURER'S CUTS SHEETS AND IO�IO 6X6 WELDED WIRE MESH. EXCEPT AT ACCORDANCE TO THE WFCM,2018 EDITION, TRAPPED AND VENTED AS REQUIRED BY NEW { ,may LEGEND LOCATION MAh MATERIALS SPECIFICATIONS AND ALL ITEMS SUBJECT TO TABLE 3.1 YORK STATE CODE.CAST PIPE SHALL CONFORM '��`"' POROUS FILL�GRAVEL REFERENCE DRAWING NUMBER J GARAGE WHERE A 6""SLAB WITH 1010 6X6 PC-1 POOL CABANA PLANS APPROVAL BY THE ARCHITECT PRIOR TO WELDED WIRE MESH IS TO BE INSTALLED WITH THE LOCAL CODE REQUIREMENTS AND BE ; AND DETAILS DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS FABRICATION OR INSTALLATION 37 ALL ROOF TRUSSES SHALL BE ATTACHED TO THE ASSEMBLED WITH APPROVED JOINTS, PIPE BEAM ON A- DETAIL SUPERCEDE SCALED DIMENSIONS PLATE AND STUDS WITH GALVANIZED HURRICANE SUPPORTS AND CLEANOUTS.ALL WORK SHALL BE COLUMN CAP CONCRETE BLOCK NO TRUCKS, BULLDOZERS OR HEAVY EQUIPMENT It OR PERFORMED BY LICENSED PLUMBERS 13 REFERENCE DRAWING NUMBER PROVIDE ALL SMOKE DETECTORS,CARBON 26 SHALL BE ALLOWED WITHIN TEN FEET OF TYPE CONNECTORS BY STRONG TIE i " STRUCTURAL STEEL TO BE ASTM 36, DETAILED, MONOXIDE DETECTORS AND EXHAUST FANS PER APPROVED EQUAL,SEE SHEET XX FOR STRAPPING FOUNDATION WALL UNTIL SUPERSTRUCTURE HAS HEATING AND COOLING DESIGNS SHALL COMPLY I FABRICATED AND ERECTED PER A.I.S.C. STATE AND LOCAL CODES 47 CAST-IN-PLACE CONCRETE BEEN ERECTED DETAILS.TRUSS MANUFACTURER SHALL PROVIDE WITH AMERICAN SOCIETY OF HEATING, ROOM NAME& NUMBER ENGINEERED SPECIFICATIONS TO THE REFRIGERATION AND AIR CONDITIONING } ALL CONSTRUCTION SHALL BE IN ACCORDANCE 14 INSTALLED LINTI RAILINGS O BE 27 FOOTINGS SHALL NOT BE SET IN GROUNDWATER, CONTRACTOR AND ARCHITECT ON FOR SUBMISSION I� I ELEVATION DRAWING NAME&NUMBER CODE,THE N.Y. STATE FIRE PREVENTION CODE E);IST BEFORE CONSTRUCTION TAKES PLACE SION ENGINEERS STANDARDS D PRE-CAST CONCRETE WITH THE N.Y.STATE ENERGY CONSERVATIONPER STATE AND OCAALERT ARCHITECT IF GROUNDWATER CONDITION TO THE � DEPARTMENT. ELECTRICAL DISTRIBUTION SYSTEMS SHALL P1 SCALE,/'"=''°" J AND THE NY STATE BUILDING CODE,THE TOWN 48 WOOD FRAME CONSTRUCTION ELEVATION BENCHMARK TO BE PROVIDED BY FOUNDATIONS SILLS AND RIM JOIST,STUDS, COMPLY WITH THE NATIONAL ELECTRIC CODE / ] OF SOUTHOLD BUILDING DEPARTMENT,AND ALL 15 38 AND WORK SHALL BE PERFORMED BY LICENSED [SMALL SCALE WINDOW TYPE OTHER AUTHORITIES HAVING JURISDICTION OVER SURVEYOR.CONTRACTOR TO VERIFY ALL 28 THE CONTRACTOR SHALL PERFORM ALL STUDS TO RAFTER SHALL HAVE HURRICANE ELECTRICIAN 22 FOUNDATION ELEVATIONS AS PER DATA E),CAVATION AND DEWATERING SO AS TO STRAPPING COLUMN BASE THIS WORK.THE WOOD FRAME STRUCTURAL WOOD FRAME CONSTRUCTION SYSTEM SHALL BE PRESCRIPTIVE DESIGN USING PROVIDED. PP,EVENT ANY DISTURBANCES TO THE BEARING [LARGE SCALE] STRATA OF SOIL 39 ALL PRE-ENGINEERED LUMBER SHOULD BE MC 49 CONTRACTOR TO PROVIDE FIRE SMOKE 4 EXTERIOR DOOR TYPE THE DESIGN CRITERIA OF THE WOOD FRAME MILLAN TRUSS JOIST TJI SERIES AS NOTED ON DETECTION SYSTEM AS PER NEW YORK STATE FIRE CONSTRUCTION MANUAL, 2018 EDITION. ALL FORM WORK SHALL BE CLEAN AND SMOOTH. DRAWINGS AND MC MILLAN WOOD I BEAMS AND PREVENTION AND BUILDING CODE. LOCATE f I II 11 II II III RIGID FOAM INSULATION 16 BACK FILL SHALL NOT BE PLACED AGAINST SMOKE DETECTORS WITHIN AND AD :., PROPOSED SCREENED POOL 29 LVL PRODUCTS OR APPROVED EQUAL.ALL JOISTS, ADJACENT TO J FOUNDATION WALLS UNTIL THE CONCRETE HAS CABANA FOR THE 101 INTERIOR DOOR TYPE GIRDERS AND HEADERS SHALL HAVE BEARING ALL SLEEPING SPACES AND HEAT DETECTORS AT r.,a ... D A-TAINED SUFFICIENT STRENGTH TO RESIST SUCH MAY RESIDENCE FIBERGLASS BATT INSULATION ANY DISCREPANCIES IN THE DRAWINGS SHALL BE ALL FOOTINGS SHALL BE PLACED ON VIRGIN SOIL STIFFENERS INSTALLED AS PER MANUFACTURER'S KITCHEN SPACE.ALL SYSTEMS SHALL BE ;'i. 10..; REPORTED TO THE ARCHITECT IN WRITING PRIOR 17 OR CLEAN COMPACTED FILL. LOADS OR FOUNDATION WALL HAS BEEN SPECIFICATIONS.WEB STIFFENERS SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL, 3970 NORTH BAYVIEW ROAD LATERALLY BRACED REQUIRED AT ALL LOAD BEARING POINTS AS A HAVING JURISDICTION OVER THIS PROJECT TOWN OF SOUTHOLD OILLEVEL LINE TO THE COMMENCEMENT OF WORK J 1�2 SUFFOLK COUNTY NEW YORK EXTERIOR INSULATION AND CONTROL POINT OR DATUM ALL WOOD FRAMING INCLUDING JOISTS BEAMS MINIMUM.A SINGLE 1-111 LVL RIM JOIST SHALL BE SCTM:1000-79-02-03.3 \ \ \ FINISH SYSTEM CONTRACTOR ONTNECESSARYTORS HALL ARRANGE FORALLG THE 18 REBARSALL O UNLESS OTHERWISE NOTED TINGS SHALL BE REINFORCED WITH 3#5 30 POSTS, STUDS, ETC.TO BE GRADE STAMPED REQUIRED EQUIR EDA T LOOK PERIMETER. HANDLING, 50 DOORS SUCH AS FINISHED BETWEEN UNFINISHED INTERIOR MATCHLINE SHADED PORTION OUG FIR-LARCH STRUCTURAL GRADE NUMBER 2 ELEVATED EXTERIOR CEMENT STUCCO -� CERTIFICATE OF OCCUPANCY OR BETTER, FB=1200 PSf MINIMUM SHALL BE PER MANUFACTURER'S SPECIFICATIONS SPACE AND THE GARAGE SHALL BE 45 MINUTE COLUMN BASE SYSTEM THE SIDE TO BE CONSIDERED 19 ALL FOOTINGS SHALL HAVE CONTINUOUS FIRE RATED PER STATE AND LOCAL CODES MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 2 KEYWAY, PROVIDE CONTINUOS PVC WATERSTOPS WOOD FRAMING- ROUGH SMOKE DETECTOR 110V ❑ ALL SHEATHING TO BE A.P.A. RATED EXPOSURE I, 1 31 ❑ - ® CONTRACTOR SHALL BE RESPONSIBLE FOR 11 SDO INTERCONNECTED WITH 7 ADEQUATELY BRACING AND PROTECTING ALL VERTICAL RODS SHALL RISE FROM FOOTINGS 111 40 INTERIOR OF MECHANICAL ROOM INCLUDING DRAWING DATE LUMBER ❑ 2 51 MINIMUM THICKNESS DIA GALVANIZED MACHINE BOLTS AT 2411 O.C., 13 NOVEMBER 2023 BATTERY BACKUP OF ALARM WORK DURING CONSTRUCTION AGAINST 20 INTO FOUNDATION WALL @48"'O.C. MIN., WALLS AND CEILING TO HAVE 511 + OR AS NOTED ON DRAWINGS HEADER SCHEDULE 8 TYPE X FIRE WOOD BLOCKING SYSTEM BREAKAGE DAMAGE COLLAPSE DISTORTION WHERE NOTED ISSUE DATE RATED GYP. BD. FINISH PER STATE AND LOCAL ""�a ' f, AND MISALIGNMENT ACCORDING TO APPLICABLE SCM CARBON MONOXIDE 32 ALL SUBFLOORING TO BE A.P.A. RATED 41 ALL STRUCTURAL WOOD SHALL BE KEPT 211 CLEAR CODES CODES,STANDARDS AND GOOD PRACTICE DETECTOR 110V WITH BATTERY ALL CONCRETE WORK MUST BE PERFORMED WITH STURD-I-FLOOR EXPOSURE I, q"MINIMUM FROM CHIMNEYS WOOD FINISH BACKUP 21 A 48 HOUR POST-POUR LOW TEMPERATURE OF THICKNESS.ALL EDGES OF PLYWOOD TO BE SET 52 INTERIOR OF GARAGE INCLUDING WALLS AND Optional FLASH,CAULK AND SEAL ALL JUNCTIONS AT 350 FAHRENHEIT, OTHERWISE TYPE III CEMENT ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD 5 P3 -ton-shrink ® EXHAUST FAN AS ROOFS,WALLS AND PENETRATIONS TO FORM A TO BE USED. SUB-FLOORING TO FLOOR JOIST SYSTEM 42 TOP AND BOTTOM EDGES OF CONVENTIONAL CEILING TO HAVE$'"TYPE X FIRE RATED GYP. BD. PLYWOOD [ LARGE SCALE] ® J JOISTS MAY BE NOTHCED A MAXIMUM OF 2 FINISH PER STATE AND LOCAL CODES giOJt REVISION DATE FAN REQUIRED BY CODE WATERTIGHT ASSEMBLY. INCHES 22 ALL WALLS TO BE VERIFIED BY CONTRACTOR FOR ALL HEADERS 6"-0""AND LONGER SHALL BE 33 STORM WATER MANAGEMENT DISTRICT: r DIMENSIONAL ACCURACY,SQUARE, LEVEL,AND SUPPORTED WITH DOUBLE JACK STUDS. 43 CONTRCTOR TO PROVIDE DOUBLE FRAMING 53 CONTRACTOR SHALL COMPLY WITH ALL ELECTRIC WORK SHALL CONFORM TO RULES PLUMB. 9'-0"LENGTHS AND OVER WITH TRIPLE JACK AROUND ALL OPENINGS (SKYLIGHTS,STAIRS, REQUIREMENTS OF THE STORM WATER AND REGULATIONS OF THE NATIONAL ELECTRIC STUDS.ALL HEADERS SHALL BE A MINIMUM OF 2 ETC.)OR AS NOTED ON THE DRAWINGS MANAGEMENT DISTRICT AND SHALL PROVIDE CODE AND N.Y.STATE BOARD OF FIRE 5„ (2X8)OR AS SHOWN ON THE DRAWINGS SEE UNDERWRITERS 23 ANCHOR BOLTS SHALL BE g- X 1011,TO BE NECESSARY SITE PROTECTION ELEMENTS TO HEADER SCHEDULE INSTALLED @ 4811 O.C., NO LESS THAN 2 BOLTS 44 CONTRACTOR TO PROVIDE DOUBLE FRAMING PREVENT RUN-OFF TO NEIGHBORING STREETS AND IN ANY RUN OF WALL. THIS EXCEDES THE SOLID BLOCKING SHALL BE PROVIDED FOR ALL UNDER ALL POSTS AND PARALLEL PARTITIONS PROPERTIES. SILT FENCING AND HAY BALES TO BE THE ENTIRE PREMISES AREA OF WORK INSIDE REQUIREMENTS OF TABLE 3.2A OF THE WFCM, 34 AND/OR AS NOTED ON THE DRAWINGS INSTALLED AND MAINTAINED AT ANY LOW LYING 10 AND OUT SHALL BE CLEANED OF ALL DEBRIS AND 2018 JCISTS AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED AT 81-0°O.C.MAXIMUM. PROVIDE 211 AREA PRONE TO WATER RUN-OFF. INSTALL ALL EXCESS MATERIAL AT THE END OF EACH SPACE FOR AIR CIRCULATION IN ROOFS r4 5 ALL FLUSH WOOD CONNECTIONS SHALL BE CONTAINMENT DEVICES AS SHOWN ON PLANS. G - 1 WORKING DAY ❑ AREAS ABOVE MECHANICAL SYSTEMS, BOILERS, FASTENED WITH RATED GALVANIZED METAL 24 ALL GYPSUM WALLBOARD SHALL HEATERS, ETC. SHALL HAVE 5/8"" FIREBONDED, HANGER CONNECTORS BY"'SIMPSON STRONG 54 GENERAL THE CONTRACTOR SHALL PROVIDE SAFETY TYPE X, GYPSUM BOARD AS PER STATE AND 35 NAILING SCHEDULE SHALL BE AS PER TABLE 3.M TIE"OR APPROVED EQUAL BE MADE IN THE USA INFORMATION 11 BARRICADES TO PROTECT PERSONS FROM INJURY LOCAL CODES. OF THE WFCM,2018 EDITION AS A MINIMUM. DRAWING SCALE: AS NOTED THE CONTENTOF THIS DRAWING 0.S THE EXCI USIVE PROPERTY OF CHARt IS ANG ()NA-ARCHITEC.r. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONY BI MACE WIl H THE PRI(,R WP ITTEN CONSENT OF THE ARC FIITf CT SCREEN WITH A A ALUMINUM 16'-0"OVERALL 16'-0"OVERALL 30 YEAR ARCHITECTURAL 4 SUB-FRAME - 4 C H A R L E S ASPHALT SHINGLES PROVIDE 8'-0" 7'-8" 4 8'-0" 7'-8" 4 PLEXIGLASS A N G O N A ALUMINUM FLASHING PANELS FOR _j A R C H I T E C T 8, 3i„ 3i„ 2 2 WINTERIZATION Q ( •I0 ' w .1N 115 WASHINGTON DRIVE __________________ PC-1.1 I I 12 1X2 FASCIA PAINT GRADE i 1 11951 E T&G SOFFIT SCREE 0o I i TOP OF ROOF FRAMING I �p PH.631.987 2633Y _ ;. _ .. _ . r-------- , — ..— .. — .. — .. — ' — '' — '' — — '' — ' _ '' — '' - SYSTEM CHARLES.ANGONA27 GMAIL.COM PC' 1 I PAINT GRAD N PANEL STORAGE SHED \ MAK ALLOWABLE-22-0") ; 12 • i @ 8„ I I 1 - 1" _ l --I 3 j 2X8 FLYING RAFTERS } ' 1 STORAGE SHED , �0 32 ; _ `\ � WITH TAPERED ENDS I I I I ;;T ��\ 12 ! '^ 2X BLOCKING I 1 I UNFINISHED SLAB I 1X6 FRIEZE ON 1X BACKER - _ 4 _ - ------------ -----1 I------------- 1 -� = CLIPS PER STRAPPING F14 SCAI E 1 / 1 0 � CSECTION DETAIL jAR ^;i Ln 4 = -- - — - -- M - DIAGRAM 7 OO qY •� 1 L' , REMOVABLE '` �IfV 3„_f N- D 1 I in 17 I 1� ” PAINT GRADE INTERIOR 1 1 I I I• , w PC-1.1 I 1 1 POOL CABANA I 1: I p P ANA STORAGE SHED PANEL STOP POOL CABANA 1• I POOL CABANA CONCRETE SLAB' M m (2)1 q"X 7 q" LVL HEADER SIN 039719 O 1 j PROVIDE 4°CONCRETE SLAB O O I J. WITH WELDED WIRE MESH. I I; O O SIN O = OF Nti 1 9 I 1 L M PAINT GRADE SILL PORCELAIN TILE OVER m ' ' I 3"SLAB LEDGE AT INSIDE I I I CONCRETE SLAB FINISH = 'I I ,� 1 WALL OF CABANA AREA I I; I Fn i" - - — •-•• — •• —••— ®- »- -----•• - PAINTED / TO I 1 1 11 I ( _6.. 17 01-01, HARDI-BOARD .- P OF GRADE ,,,, i --------------------------------- Mi I' 00 I L__r_-�--+ ____•_�_-- --- '--- q-4— LL --------- -- SCREEN PANEL CLAPAINT GRADE PBOARD - � SIDING I � MSYSTEM F1 3] 8„ 8„ - ---------------- '--- SECTION DETAIL - SCALE:1-1/2"=1'-0" 16' 0" ---------------49 54 49 — —POOL CABANA FOUNDATION SYSTEM: 15 SECTION DETAIL 8" REINFORCED POURED CONCRETE WALLS TO A 321132 16' �"OVERALL 3211 32 9 SECTION A-A BE±4'-0"ABOVE TOP OF FOOTING, WITH#4 BAR SCALE:1/4"=1'-0" SCALE:1-1/2"=1'-0" STAIN GRADE T&GREINFORCEMENT AT 8'-0"O.C.VERTICAL AND(1) 1 ' IFOUNDATION PLAN PANELING OVER 2"#5 BAR HORIZONTAL AT 12" DOWN Ff20M TOP OF SCALE:1/4"=1'-0" A SHEATHING AT WALL. FOOTINGS SHALL BE CONTINUOUS 1'-4" 12 I POOL CABANA FLOOR PLAN CABANA INTERIOR WIDE X 8" HIGH WITH (3)#5 REINFORCEMENT 4X4 ACQ COLUMNS AT WALLS RODS LOCATED 3" FROM BOTTOM OF FOOTINGS. y SCALE:1/4"=1'-0" SCREEN AREA- PROVIDEIALL FOOTINGS TO BE ON VIRGIN SOIL. m A SIMPSON POST CAP AND I I !% ; j PAINTED 6' PAINT GRADE % HARDI-BOARD POST BASE CONNECTORS I ICLAPB 2X6 RAFTER AT 16"O.C.WITH TAPER STRIPS ON TOP SILL BELOWS DIN OARD 44 zo PAINT GRADE GFI iPITCHED ROOF FINISH SYSTEM: '' - CORNER TRIM 30 YEAR ARCHITECTURAL PAINT GRADE DOUBLEASPHALT SHINGLES OVER(2) SCREEN DOORS611LAYERS OF#15 FELT PAPER ON 6"1 ! Al AlCDX SHEATHING 16 PLAN DETAIL 17 PLAN DETAIL 18 PLAN DETAIL 1X3 FASCIASCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" Al Al 43 _.._. - 2X8 FLYING RAFTERS2X8 FLYING RAFTERS2X8 RAFTER AT 16"O.C. FLAT ROOF FINISH SYSTEM: (2)2X8 RAFTER .__._ ..___ (2)2X8 RAFTER 3"X 1.. LASPHALT FLAT ROOFING ----- ----- ..... _.... .._..- .. .__ 1a 7 4VL HEADER-- ,. ® ® N 2°CDX 2 SYSTEM O2X6 RAFTER AT 16" SHEATHING 4X4 ACQ COLUMNS ATO.C.WITH TAPER SCREEN AREA- PROVIDE 2X8 RAFTER AT 16"O.C. STRIPS ON TOP SIMPSON POST CAP AND (2)1q"X 7 q" LVL HEADERPOST BASE CONNECTORS ALUMINUM GUTTER 3 ELECTRICAL PLAN L-4] FRAMING PLAN STAIN GRADET&G AND LEADER SYSTEM SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" PANELING OVER "' PAINT GRADE 1X6 SHEATHING AT FASCIA ON 2X BACKER CABANA INTERIOR 30 YEAR ARCHITECTURAL ' CEILING ASPHALT SHINGLESALUMINUM FLASHING ALUMINUM FLASHING Z SCREEN FLAT ROOFING SYSTEMO PANEL OVER SHED AREAUNFINISHED WALLS 2X8 FLYING RAFTERS 2X8 FLYING RAFTERS j J AND CEILING AT STORAGE SHED AREA WITH TAPERED ENDS WITH TAPERED ENDS SCREEN pSc.REEN PANEL SCREEN PANEL 5CREEN PANELPAINT GRADE PANEL PANEL ALUMINUM GUTTER p ZCLAPBOARD WALPAINT GRADE TRIMAND LEADER SYSTEM - -- -- O FINISH SYSTEM: PAINTED HARDI-BOARD p CLAPBOARD SIDING m ZPAINT GRADE ---.- aPOOL CABANA STORAGE SHEDSCREEN PANEL SCREEN PANEL CORNER TRIMSCREEN SCREEN p OVER 2 LAYERS#15 QwPANEL PANEL PAINTED HARDI-BOARD a O FELT PAPER ON 2°CDX CLAPBOARD SIDING SHEATHINGp wPAINT GRADE SCREEN L7v mPAINT GRADE SILLPANEL FRAME SYSTEM oa SCREEN PANEL SCREEN PANEL � µ � � STAIN GRADE T&G�� SCREEN SCREENPAINTED HARDI-BOARD PANEL PANEL PANELING OVER aOCLAPBOARD SIDING - - - - SHEATHING AT 1- PROPOSED SCREENED POOL - .,.< CABANA I NTERIORCABANA FOR THE WALLSMAY RESIDENCE 3970 NORTH BAYVIEW ROAD PAINT GRADE DOUBLE PAINT GRADE STORAGE PORCELAIN TILETOWN OF SOUTHOLD SCREEN DOORS , I I I SHED ENTRY DOOR -FLOOR FINISH AT SUFFOLK COUNTY NEW YORK ------------------------------ ---------- -------'--- SCTM:1000-79-02-03.3 '`T---------- CABANAL--------------------------------------------I L----------------------------f•-----------J F EAST ELEVATION Iy l NORTH ELEVATION STAIN GRADE IX SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" BASBOARD SLAB FLUSH WITH TOP OF ...... .--- - _ - - -...— __. --::::--:- .-:--::::-:-::::-:--.-... .-.-:::::_-:.:::.::--:,:.-:-::.:-: _=-:::.-:::.::.::.-_ :.._ :::-: SCREEN SLAB LEDGE AT INSIDE WALL AT STORAGE SHED __. -___.._.___----::::........_._-_----...._._._..._.._-----_._____..___._._._ ___..:_ AWIN DATE ------_._....... _._..___._= --- __ - _- ----.__ -._.....- ._____-. WALL OF CABANA AREA ARE_............_......_......................._......__.................._.............._.................-_.. . . ... . . ._ . ... .........._.._ .............._........_..._...... PANEL aA- PIN PERIMETER °FLAT ROOFING SYSTEM -- : _. YEAR AR HITECTURAL ALUMINUM UTTERd 13 NOVEMBER 2023 �-._.:.OVER SHED AREA =- - - -- _.`� = ASPHALT SHINGLES AND LEADER SYSTEMd A I N WALL:�._...... ..... - _ ISSUE DATE SCREEN -POOL CABANAPAINT GRADE TRIM C PANELONCRETE SLAB'PAINT GRADEPAINTED HARDI-BOARDCORNER TRIM PROVIDE 4" CLAPBOARD SIDING ' CONCRETE SLAB °WITH LDE WIREREVISION DATE PAINT GRADE SCREEN o0 PAINTED HARDI-BOARD FnMEESHD d SCREEN SCREEN : E PANEL FRAME SYSTEMr" dCLAPBOARD SIDING PANEL PANELihPAINT GRADE SILL f9 ° °SCREEN d PANEL 4„ _8„ 4„ 4„ ° 8 4„ 41.dI 1 81i 4" °° : d ° ° ° • 4 00 : 00 —————————— ———— P C 00 POOLCABANA ---------------------1--------------------j L----------------------------------------J 17 ] WEST ELEVATION F8] SOUTH ELEVATION DRAWING SCALE: AS NOTED SCALE:1/4"=V-0" SCALE:1/4"=1'-0" F101 SECTION DETAIL 11 SECTION DETAIL 12 SECTION DETAIL THF CUNTCNT OF THIS UPAWING K THE EXCLU;fVt SCALE:3/4"=1'-0" SCALE:3/4"=1'-0" SCALE:3 4"=1'0" PRO REPLY OF CHARLESANCONA-ARCHITECT ANY USE, / REPRODUCTION, IN WHOIE OR IN PART MAY ONLYBE MADE WITH THE PRIOR WRITTEN CONS&NT OF THE ARCHITECT