Loading...
HomeMy WebLinkAbout47115-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE w 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#: 47115 Date: 11/17/2021 Permission is hereby granted to: Roditis, Nicholas 67 Mayfair Ln.......... ........................ _....,. _ _.w__w.......................................... Manhasset, N 11030 _... Y._._......_www...._. ..................... To- Construct accessory pool house with attached raised patio as applied for and per SCHD approval. At premises located at: West Rd., Cutch.oguo_.................._wwwwwww ... 800 _ ..w..... .......... .. ..... ............ .......... 473889 SCT............................................_www ..... ................................._.......................................... ................... Sec/Block/Lot# 110.-5-44 Pursuant to application dated11/3/2021 and approved by the Building Inspector. To expire on .11/17/2022.__. Fees: ACCESSORY $233.20 ACCESSORY $210.00 CO-ACCESSORY BUILDING $50.00 Total: ............................... ww��_ $493.20 Building Inspector 2ycrro r 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 ll�� „ ,.you ldl�own � ,g( Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building inspector: '2;11f Applications and farms must be filled out in their;entirety.Incomplete applications will not be accepted, Where the Applicant is not the owner,an BUILDING DEPT Owner's Authorization farm(Page 2)shall be completed. TOWN OF SOUJTHOLD Date:10/28/21 OWNER(S)OF PROPERTY: Name:Mr. & Mrs. Roditis SCTM#1000- 110.00-05.00-044.000 Project Address:800 West Road, Cutchoque Phone#:516-318-3866 Email:Joe@Dunndevelopmentny.cam Mailing Address:39 Hampton Bays Drive, Hampton Bays N.Y. 11946 CONTACT PERSON: Name:Joseph Dunn Mailing Address:39 Hampton Bays Drive, Hampton Bays N.Y. 11946 Phone#:516-318-3866 Email:Joe@Dunndevelopmentny.com .DESIGN PROFESSIONAL INFORMATION: Name:Peter Podlas, AIA Mailing Address:P.O. BOX 1058 Phone#:631-325-0929 Email:ppodlas@optonline.net CONTRACTOR INFORMATION. Name:Dunn Development & Construction Corp Mailing Address:39 Hampton Bays N.Y. 11946 Phone#:516-318-3866 Email:Joe@Dunndevelopmentny.cam DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addit"on ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other D $Atom v < 0 _. Will the lot be re-graded? Yes ONO Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: J Intended use of property- H Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes 2(No IF YES, PROVIDE A COPY. CkCheck BoxAfter 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 builds (s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): L` 1�✓w`'` ri r Signature of Applicant: ate: i0, STATE OF NEW YORK) SS: COUNTY OFS� ` ) 3"­� ,2vZi k, .► being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 - day of 0 m (iota r p'. ublic IAN T.FITZGERALD NOIART PCBLIC.SI:ITG OF\Bk I ORK V R ER r y OW0 E"R AL P�0�r IIbZN��"��"1C)Iw Regismit�„ny�inh-r=a_Fi6394913 Where the a �.W o �..,. t 2 ( applicant IS not the owner) Qualified m Sullolk Cnunty 2 loint¢iia1r(1v 11 ur it?ib3 iGl n I, i,va ek _.w_....._.w__...._........ ......_wwww„residing at WQLt A d Z coo hereby authorize� , _, o apply on 0 my beh f to the Town of Southold Building Department for approval as described herein. (ol2g til Owner's Signature Date .. �,,d Print Owner's Name 2 ;r 2, >IW) �e _ �)ilHlaos3a 11 I n I_, OF crw ow i,1n{II Hoa,1c e411U Y �j '� Hr (71QC1'J r�Ulltwa�tY tt�i LL, a -ji tc2.K/,F t/ 'o �. sooz 'Sz a38o100 03A3nans ._........ . �� _..... .. ndnafl C11 7M� L uY/ 6?R E' .. 21OA33NO q3A S831N3 0 NHor _ r r yn� ))���� Aa 3Noo 3603N woa�NaN l 1}SIJ r b Nalvwao3N1 oad3s s a�,ry � .µ SWaoa IdonVN SLLI(308 SV"IOHOIN '0V 98.0 A, C7 'v's'n NNVG esn d'S 6Z'484'L£ C '0NI 10V21158V O1BN(,/) ANVdw00 30NV8nSNI 31111 1VN011VN A111301d f/3?Jt1101 )Ol 0331NV21VnE) s; 0 O < �C H m a CO� — bl} Z c �Zm �. zQ 0 m -� d`I O > o r O 'S'W NO2ddV9 'W NMVHS 4 VG I 30V80 M0138 1333-a L 01 � s 7 { I _� O3J3mnOON3 a31VM ON Cy _ k '3 0 „N,1 O y„ I .,.. •0'Cl f ;R , aVM vw (dS) " OONVS 03%w s yr ro p tr m 6 .e n o O z Q> o O mQ H0GI W N331N VM ONV r�' -P (wS➢ ,�/ f! Htli31Va a Saw r s0 13AV80 H10M ✓•'e' i0 ijN ONVI N33 Yea `v :&'. J •� ONVS AA1t rr +�^,, iRia Yv� _ 2'b 107 XV,b ST, 13A _.. ......... O . vwoi 0 HIM _ ., r W ... .._.. wV01 3 N103€d AONVS U01 03000M 1NVOVA) I" (bL oi wsy A O AYMWN tld tl I 310H1531 x! �a'pi rd ro kY 1 j; d � 4r 010P11.IlOS d0 NM Ol 0N3 I U6 1d30`}NIOIIno < r (D aNvt au S `�° 20Z £0 AONiq 1 2 4J - 'LoI Niw Q (S)NOIla 3dsN 39nQ3HOS O.L fih G07 XVL' t30NVA©V N)Son gy' 0Y31va3 N33 uvn L60Z-Z5$'I'7V'0 aro 1/N 131,1 I . a S301AIJ3S hJJJV3H d0 1d30 A1Nn00 H IOd3n8 I 3H} A8 Q31�3dSNl 3g ySClthl(S}3NI I a31V/yj u01 03000M 1Nvoan) sir"eu < II I. (AINO 3Sn 1N3W121Vd30 Hl'IV3H'd0j) o rh ! 'n NjY 1 7 noaddV�o va v�0 sa�3 3aHl3aldx� T 00.( O (} S 0 (3„S WnWIXV"IV10,J, I w° 03A08ddV ( tC�(a j77 ,(TN .&n"S"W ,2 02 Ol 31V4 I N'C7 „Y4J +a S, f i c tf 210_4 N0110nNiSN00 d O 1VA08ddV 80d Jl1 ,"13d 16 � � � r S30IM3S HI IV3H AO 1N3YU Vd30 A1Nn0o mmizinS Y A.183 dold 103rans do Ai83dmii iorans 20 S733HI0 Ag 0301AOJd 09-94:N0IIVA3'13 NI HIM SONY-li3M 318ISiA ON 091 NI H11M S113M 3181SIA ON NOlIVY480JNI 03SOdOld lOOIA ISM.!3SnOH 100d 11 08 q-1u! M m MW gt p ac TIVOS DIHdVZID 0311IV483d 30V83AOD iol 03iI3AO0 101 GLI DY 96'0 = 'd'S 42'60C'4 ...........— " GLW 83MOHS U'09== gni iOH iwqWL SIVId/SAD30 46'990't = lood LZ'6C0'Z =SONIO-line ............. Dy 98*0 = 'J'S 6Z'n4"4£ vlav i0i UVOY LEZYH 99V'd3A0D iOl I.3`AAv1 JO 311103 99199 NON 0311IY463d 3DV63AOD — -4— vinyuvri%Oz '00,091 'OV LEO-= 3s LL'996'b 94'K d3i&FiS LL 09 eni 10H tLTZt"t SIV-)d/S>1030 46,990'L = lood SC)Nimina '3v 92*0 J's 6Z 494'1£ V3w IM 2E)Vd3A00 101 a%DA dI 4x Nol rrrrnda/x0SSNO'dd e Gy 41 9L XV Awls z .OW 3M0H.1!011U INV "I" —V, W0 ,Gja 7— JO zVN GWI I. 96 1107 XVIL mmYm Driand 0 3DN301UN AN 4A All's I 0"WOW Cy M,JV41, A.],30 UL 4`14m jo,i p" 'f SdOLS dDad X1 S, 0118nd 3DN301s3.3WV8A 11015 L kP'J07 XYJ 11VId'I NIIVI 1"Y 18y3d S 31IS31 JO A/N QNY1 1'&P'J07 XYJ, N31vm Onend 3ON301s3l 3A W 1 01 ANOIS z 5) tip 0 -9'D !N33ANII NivIo bIN SA t,z c 1� N3A Y.,0P,ea..99Ar "02 AOjssVO'r 0NO.V4 I 'NI 1 1/0 AO J/N myl I ]AVIS Q iml NO A-11VUN30'1'0'0 1W SS08, u l'on 0/, IAHOD 036SMd30 0 CI UNID01H 31"flu 11 9Z'107 XY.L 301,1"l N I 8Y 113D 3/0 8�SAO 3QCl 01�3 33N3� PW NV HAIAO H/C(J'O)DNIJ W1 NWHI l31M 0118nd MOCIWIM Ave V/9 X (NL,)1.m.4.4.qovx,)MS ON30ISM 3h HJ 1,13M macHim'M'M rrcu andAlois Mo iffid ird 3AIVA SID X 1*16 AaNUSVN SVW H113N 6 JJ IM p,3 310"I'lon -JDNIAI m 11191 I/A 3-Od Ad3t2A Sr V H30h 01810313 L71 111111,1 LWI i N lim Anil C VIA ONVILIM 'r WNI 08v, 3 Od All Ilion T GAVI-10H a 131N1 OaYA m SNNIVAJIJ lods ,P, anHs pug lis 8 1 0 33a1 ISM-V,MW ONJ 8 d 1 0 :310H 1531 1 IDHNVN oiiiNinNom PJ iVG 980AVN 01'd9JDd SNOUVA3I3 11V 0N3931109WAS "o Now YOTR State finsum`ammce Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) "A A^A A 471846079 MALONEY&MALONEY INC 108 WEST MONTAUK HIGHWAY PO BOX 1024 mm. HAMPTON BAYS NY 11946 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DUNN DEVELOPMENT& TOWN OF SOUTHOLD CONSTRUCTION CORP PO BOX 1179 39 HAMPTON BAYS DRIVE 53095 ROUTE 25 HAMPTON BAYS NY 11946 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12398 335-6 988105 09/05/2021 TO 09/05/2022 10/5/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2398 335-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 142767987 U-26.3 O ACC�I RL> CERTIFICATE OF LIABILITY INSURANCE DMAMroo 5/202110 to 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(a). PRODUCER NA Jennifer McGroarty Maloney and Maloney Inc. PHONE (631)728-0400 r rl X Nod (631)728-OC395 108 West Montauk Highway ADDss )enn(fer@maloney-malorrey.comH P.O.Box 1024 tN"SURSAf'FOROINGCOVERAGE NAIC# Hampton Bays NY 11946 INSURER A: Southwest Marine&General INSURED INSURER B: Merchants Preferred Insurance Company 12901 Dunn Development&Construction Corp. INSURER C: NY State Insurance Fund 39 Hampton Bays Dr INSURER D: INSURER E Hampton Bays NY 11946 INSURER F: COVERAGES CERTIFICATE NUMBER: CL217812169 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. � "if"t' "t" .._.___-__-- P Wit` Ems...... ...... LTR TYPE OF INSURANCE i � ....... POLICY NUMBER MRSD MMIDOAXY1fY,� LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I OCCUR PREM rrr<a rrrenaaa) $ 50,000 " MED EXP(Any one person) $ 5,000 A GL2020LHBOO516 11/24/2020 11/24/2021 PERSONAL&ADV INJURY _ $ 1,000,000 GREGATE $ 2,000,000 lGENS POLICY G0 JEJ"'F LOC .W PRODUCTSGCOMPIOPAGG $ 2,000,000 1 ljr 4E"R: $ acrdsfnn ........°°°... AUTOMOBILE LIABILITY �' I I" ,IN L.E'.LIMIT § 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1065566 09/18/2020 09/18/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED AUTOS ONLY AUTOS ONLY Per arxideart Medical payments $ __.M._................ UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE "+ $ DED R N"nON$� W. $ .._...,,-.�.,.. WORKERS COMPENSATION0TH- µ � AND EMPLOYERS'LIABILITY Y f N STAETUTE A ER C ANY PROPRIETORIPARTNER/EXECUTIVE 100,000 OFFICER/MEMBER EXCLUDED? '� N/A 12398 335-6 09/05/2020 09/05/2021 EL.EACHACCIDENT $ _ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000mm IF yes,describe under _ 50..... DESCRIPTION OF OPERATIONS balnw EL.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) 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. 53095 ROUTE 25 PO BOX 1179 AUTHORIZED REPRESENTATIVE SOUTHOLD NY 11971 O 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD t o, rem owit r i LJ LATEST REV15ION FOR THE 2020 RESIDENTIAL CODE OF 15.00 WATER AND SANITARY SYSTEM 11.15 Landings (Section 8311) Stairways - a floor or landing to be provided at top and bottom - No landing required at GENE RAL 5 P E G I F I GAT I O N 5 NEW YORK STATE AND ENERGY CONSERVATION 1.05 Flashing - Aluminum flashing, lead coated, flash all wall penetrations. Flash top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is CONSTRUCTION CODE OF NEW YORK STATE WITH ALL all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar 15.01 Sewage disposal system and fresh water supply shall be designed and built required on each side of an exterior door- At other than the required exit door, a landing is not required CURRENT SUPPLEMENTS materials. Termite Shield - Copper Kraft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egress doors - a floor or landing shall not be more 1 .00 Survey data taken from survey: 5calice L5 11/2019 16.00 MISCELLANEOUS than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 SITE WORK 1.06 Caulking/sealant - as selected by Builder. different below the threshold of an exterior door is limited to 13/4", provided the door does not swing over the landing (not applicable to storm doors). (section R311.) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or ed lo11.16 Emeren shall be em etc bracing,shoring,pressure,osed erimp , g, g, ., employed su walls due to anypp as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 TSF. leaders. Color - white. To drywells if required. tip g cy Escape and Rescue Openings (section R310). Bilco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. walls until floors complete. 11.11 5teirway Treads and Risers (Section R311) Maximum riser height to be 13/4". Minimum tread depth stem installation is 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOWS y Fill beneath structure shall be compacted to q5% density as per A5TM D 1551 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". Stairway width - stairways to be a minimum of 36" in width at points above the 8.01 Openings for emergency use shall include doors or operable parts of windows located g 9 � Method D. Ba,:kfill shall not be placed against the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. permitted handrail height. Handrails may project a maximum of 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom stairways. Minimum clear stairway width at and below the handrail height, including treads and by framing lumber or temporary bracing. impede egress in an emergency, shall have a minimum area of 5.1 sq. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction and landings, to be: 31 1/2" with handrail on one side only, 21" with handrails on both sides. height of 24 and a min. width of 20 with bottom of openings no higher than 44 above means, methods, techniques, sequences and programs or for safety precautions and programs finished floor in all above grade stories. All glass within 15" of floor to be safety glass. in connection with the work. Within each flight, maximum variation of 3/8 between greatest and smallest riser heights. Within 2.03 Drainage at footings - as required 4" diam. perforated plastic pipe to dry well if soil conditions require it. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min. net clear opening of 5 sq. ft. each flight, maximum variance of 3/8" between greatest and smallest tread depths. Stairways with solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosings not required until the concrete is of a sufficient strength and the walls are braced at both to and 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations ., g p 8.02 Minimum window requirements per room is b% of floor area for light and 4% for and lawful orders of any public authority bearing the performance of the work and shall promptly for treads at least 11 In depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temporary bracing. ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.15 Stairway Height (Section R311) Min. headroom of 6-8" for stairways and landings. Headroom height 3.00 CONCRETE 16.03b. Owner and contractor shall indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. fees arising out of or resulting from the performance of the work provided that any such claim, 11.19 5 ocial Stairways 8.04 Entrance doors to conform to NYS Energy Code. p� y (section R311). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 25 days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least 6 3/4" at walkline. steps, steps, garage floor to be 3500 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- 11.20 Smoke Alarms (Section R313) Where multiple smoke alarms are required, interconnection is required. 3.03 Reinforcing Rods - ASTM A-305: 6/6 x10/10 WWF ASTM A-185. Reinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in in footings onlywhere variation in soil conditions require, and where soil does not S.Ob Guards shall be provided in accordance with Section R312 may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements and cellars, on each level in split level dwellings where an intervening door is located between provide 2,500 psi or noted otherwise. 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level is permitted where there is no intervening door between the adjacent levels and the lower level is less than one full story below 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected struction. This drawing is an instrument prepared to facilitate construction and shall not smoke alarm. 3.05 Vapor Barrier.4 mil. polyethylene sheet lap all edges 6". Membrane waterproofing be construed as a contract between the builder and the owner. Federal, State and Local shall be installed on all sub-surface exterior foundation walls. zoning and building code compliance shall be the responsibility of the contractor. 11.21 Handrails Size (section R311) Two methods prescribed with option of accepting handrail with equivalent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; 3.06 Footings at diff=erent levels shall be stepped and the step rise and run shall be a 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type 11 rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on maximum slope of 1 vertical to 2 horizontal. residential code in NYS. both sides of rail, with specific dimensional criteria set forth in code. " 8.01 Section R312 Window opening control devices shall comply with 11.00 11.01 All envelope systems shall be in accordance with the latest revision of the NY5 Energy Conservation Code. 11.22 Handrails (Section R311) Located at 34" vertically above nosing of treads. Min. of one handrail 4.00 MASONRY ASTM F2090 The window opening control device, after operation to release the control device allowing the window required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point 4.01 Concrete Masonry Units shall meet A5TM G-90 grade A; solid block ASTM 6-145 to fully open, shall not reduce the net clear opening area of the 11.02 fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted grade B. Shapes as required; 25 days old before installation. Minimum net window unit to less than the area required by Section R310. enclosure and doors outside air supply shall be provided as per N1102.4.2. by a new post at a turn, volute or turnout permitted over lowest tread. Guards (Section R312) Railing is to be compressive :strength of block to be 2500 psi. a min. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in.9.00 FINISHES 11.03 Gabove floor or Guard rails where required . (5ectionR312) grade below. 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish X" 11.23 Draftsto in and Fireblockin 11.04 The code describes the height of a building as the vert. distance from the pP 9 g (section R302) Where a floor membrane above and at masonry walls below grade. 9.01 Drywall - %" tapered edge gypsum board, applied, taped and finished as per U5 9 9 grade plane to the Gypsum Company recommendations. Use water resistant type as substrate for evg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6'-0" ceiling membrane below create the concealed space in a floor/ceiling assembly, draftstopping aua from house. to be provided under following circumstances: ceiling suspended under floor framing, floor 5.00 METALS ceiling as per NY5 Building Code. y framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/8" diameter embedded 1" in poured concrete and 15" in 10.00 CAST-IN-PLACE CONCRETE 11.05 Attic access openings enin s must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom to be adequately supported and installed parallel to floor framing members unless otherwise unit masonry,. Min (2) anchor bolts per section of plate. 12" from each end with inter- ebove (R801.1) approved., 1/2" gypsum board, 3/8" wood structural panels, 31b" Type2-M-W particleboard mediate bolts as per chart on seet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the other approved materials. 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. current AGI-318 "Building Code Requirements for Reinforced Concrete." 11.06 Stairway Illumination (Section R303). All interior and exterior stairs to be provided with illumination, including 1b GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. 11.00 FOUNDATION NOTES landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing ENERGY CODE All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in 11 .01 The presumptive soil bearing capacity is assumed to be (2) T5F for all footings. immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation 5.03 Nails - number and type for each application as called for in the WFGM (see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for 11.02 Filled subgrade below floor and footings shall be compacted to be 95% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with modified proctor. staircases light switch at top and bottom of stairs. NOT 6.00 WOOD 11.01 1Nhenever an alteration is made to a residence, the entire residence has to have hardwired smoke r L /' A [ C l� �� IS 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (Section R314). A 1.717 L I GAB L E D 6.01 Sill Plate - MCA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. Termite shield - Copper Kraft 11.05 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (Section R302). _. ..% 11.04 The maximum vertical distance measured from the top of a basement floor slab to �. 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 11.09 Landings at exterior doors. TOWN structural lumber noted below, (6.08). Type of Wall Height (section R311) 8" block w/#5 rods @ 48" o.c. 8 ft. 6.03 Bridging - wood cross bridging - as required by code. 8'-0" O.G. 5" block w/#5 rods @ 40" o.c. q ft. 11.10 Light, Ventilation and Heating (Section R303) Habitable room to be provided with aggregate 8" concrete (unreinforced) max unbalanced backfill hgt 1 ft glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide b" concrete ( wall f orce.) #4@ 40" OG Vert.,#4 within top d b and at midpoint in rooms with artificial light capable of avg. illumination of 6 ft. candles at 30" above the floor. POOL HOUSE 333 5Q. FT. shop drawings sealed by a Professional Engineer; fabrication certified by engineer max. unbalanced backfill t m 8 o Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of prior to installation. 5" concrete T wall (reinf.) #6@36" oc vert., #4 within top 12" and at 1/3 pts, max. the rooms. GARAGE 288 SQ. FT. 6.05 Floor Deck - 5/5" plywood, standard C,-D-X DFPA, direct bearing at edges. Provide unbalanced backfill hgt. Sft. %" plywood finish underla ment below all vinyl flooring ore equal. Glue to joists. ,� � �, 11.11 Ceiling Heights (section R305) Minimum ceiling height of 1'-0" to the lowest projection required for PATIO 24 5Q. FT. p yw y y 9 q J 10 concrete 10 wall (reinf.) #6 @34 oc vert. max. unbalanced backfill hgt. q ft. habitable rooms. Minimum ceiling height of 1 ft. permitted for: hallways, bathrooms, laundry 12.00 MASONRY rooms, and basements Habitable basements areas, with reduction to 6'-8" at beams, ducts and other 6.06 Roof Deck - %" plywood G-D-X DFPA, exterior glue. obstructions. Minimum height of 64" permitted in nonhabitable areas of basements and hallways, with 0 This drawing has been prepared in accordance with the provisions of Title VII, Article 12.01 Concrete masonry units (CMU) to ASTM G-90. 6.01 Sheathing - 1/2" plywood C,-D-X DFPA, exterior glue reduction to 64" at beams, ducts, etc. 145, Sections 1200-120q of the NYS Education Law. It is a violation of said law for 6.05 Wall Studs - 2 x 6. See framing and plans for spacing. All structural lumber shall 12.02 Minimum net compressive strength shall be 2,000 psi. 11.12 Sanitation (R306 and R301). Toilet, bath and shower spaces to be provided with fixture any person, unless he/she is acting under the direct supervision of a licensed have 1100 fb, bending stress; 1,600,000 modulus of elasticity and max 1 q% moisture clearances and clear floor space as shown in Fig. R301.2. Shower compartments to have professional Architect to alter any portion of this drawing in any way. If any part of content, Doug Fir No. 2 unless noted otherwise. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. nonabsorbent surfaces to a minimum height of 6 ft. above the floor this drawing is altered, the altering Architect shall affix to the item altered his seal and . the notation altered by followed by his signature, the date of alteration and a 6.Oq Siding to match applied over 15 Ib felt or Tyvek 1113 the Locations (Section R305) Specific hazardous locations where specific description of the alteration. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors g 9 py p P 9 9 g 9 • 6.10 Plywood - all plywood used structurally shall meet the performance standards and 13.00 STRUCTURAL STEEL NOTES This drawing has been prepared for the specific project indicated, and is an (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels all other requirements of applicable U5 Commercial Standards for the type, grade in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging instrument of service copyrighted by, and the sole property of Peter T. Podlas, PG. and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs This drawing may not be copied or used, in whole or in part, by any party without the fabrication and erection of structural steel for buildings adopted by the A15G. and showers. Where an art of building wall encloses such compartments, glazing within b0" expressed written consent of Peter T. Podlas, PG. Infringements or any use of this y p g p g g drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. vertical) above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking y g g g g civil law. Possession of an co of this drawing n 13.02 All structural steel shall be in accordance with the ASTM specifications, A36 surface, 5 ft. horizontal) out.) See Figure in Section R308 y copy g of containing this notice or the y opening y opening with a strength of 36,000 psi. y g Architect's seal and signature, in red ink, will be grounds for prosecution. 6.12 Provide (2) 2" x 10" headers min. over an window, door o enin or an o enin with double uprights, 9'-0" and over with triple uprights, unless otherwise noted. 11.14 Automatic Fire Sprinkler System NOT required to be installed (Section R313) • There shall be no master filing of this plain with any building department and shall See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the AISC manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and • This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural Oq/22/21. Address: 800 West Road, Cutchogue, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. Q�\�- aGENERAL NOTES & o `-� " SPECIFICATIONS 1.00 THERMAL AND MOISTURE PROTECTION NOTICE: BUILDER'S PLAN5 J" a ; 1.01 Dam roofirl , brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL pp 9 pp y , The Contractor warrants to the Architect that he possesses the particular competence and skill in d'��' � RODITIS POOL HOUSE grade walls. Also add vapor barrier as per 3.05. construction necessary to build this project without full engineering and architectural services, and, �o AND GARAGI 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contractor wishes to rely upon his own competence, the Contractor or Owner1 71 f•� 1.02 Sill Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty of �� �Ci and at the express request of the Contractor or Owner,the Architect has under taken a limited scope --� /C PETER T. P00LA5 of professional services. The construction documents provided by the limited services shall be termed 1.03 Insulation - See Building Section 14.02 Provide clock type day/night thermostat. " Builders Plans" in recognition of the Contractor's sophistication. Construction will require that the ARCHITECT 0 Contractor adapt the " Builders Plans"to the field conditions encountered and make logical adjustments Box Cosa,REMSENBURG,NY 11960 631-325-0929 14.03 Provide smoke detectors as per NY5 building code. in fit, form, dimension and quantity that are treated only generally by the " Builders Plans". In the event DATE 09/22/21 additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 500 WEST ROAD, 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. 1.04 Roofing - 59 year arch. shingle with 6 nails per shingle the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the 5GALE: A5 NOTED CUTCHOGUE, NY Al Architect of responsibility for the consequence. Page 1 of 4 RE5 CODE OF NEN YORK STATE & Double Plate Splice HURRICANE SHUTTERS GENE RAL 5 P E G I F I GAT I O S UNIFORMICODEI SUPP EMENT5 INCLUDING LATEST ENERGY CONSERVATION CONSTRUCTION CODE 41_0" The General Contractor is to provide the SUPPLEMENT For exposures 11811 11611 IIDII 4 -0, plywood p Y tate code books. Plate structure with 1/2" COX I Dori anels w/ I:�IYI R1t?1.1.1 Amendments of New York s Building Dimension 13.4x25 Min. Splice Length pre-drilled holes for fastening screws for all In Chapter 1, the term "New Fork StLte coc,s books" shall include the Residential Code of New York State (i.e., this publication), the Building Code of blew York State, the SpllG• Windows and Doors. Panels to be P.'umbing Code cfNew York State,tt�s Mechanical Cade of Ale,if York State, the Fuel Gas Code of New York State,the Fire C`ar'e of New York State,the Property Afalntenance e numbered and stored on site in a d area. Ground snow load 20 Flood Zone X � code of Jule;'1r York state, the Existinc Evit'dirg Code of New York state,and the Energy Conservation Construction Code of New Yarlt state. Provisions in;any one or more of the Wind Speed 128' (13) 16d ea. New York State code books may be ziri-,ndea from time to time by provisions in 19 NYCRR Parts 1223 to 1227 or 19 i+YCRR Part 1240, as currently in effect and as hereafter ( lvindspeed.atcouncil.org) Exposure B side Of splice Use #8 Wood Screws - 2 embedment: eclat Wind Region NO below p plate 16° OG for 0' - 4'-0" Panel span amended from time to time, if this pubEira#ion is now or hereafter so amended, references in this publication to"this code"shall be deemed to be references to this publication as Topographic Effects NO 5p g 10" OG for 4'-0° - 6'-0" Panel span so amended, If any other Neo York State code book is now or hereafter so amended, references in this code to such Other New York State code book shall be deemed to be Wind Bourne Debris Zone No Seismic Category B 2'6° 6° �, II II references to such New York stave cve bvc .as so amended. Air Freezing Index 5qq Weathering Severe 8 OG for 6'-Q" 8 0 Panel span Frost line Depth 36" Termite moderate to heavy E4= Section 8905 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in Winter Design temp 15 Mean Annual temp 51 1'- 1'-0" Use #10 Wood Screws - 2" Embedment: accordance with A5TD1158. Asphalt shingles shall meet the classification requirements of Ice Shield Required < 8/12 24"• > 8/12 36" Bottom 161100 for 0' - 4'-0" Panel span Table 8905.2.4.1 for the appropriate ultimate design wind speed. Asphalt shingle Ceiling Live Load 20 1'5F "TOP VIEW " plate 12" OG for 4'-0" - 6-0" Panel span packaging shall bear a label to indicate compliance with A5TM07158 AND THE 2nd Floor Live Load 30 P5F 9" OG for 6-0" - 8'-O" Panel span REQUIRED CLASSIFICATION IN Table R905.2.4.1. Exception: asphalt shingles not included in the scope of ASTMD"1158 shall be tested and labeled to indicate compliance 1ST Floor Live Load 40 P5F Exterior Deck Load 40 P5Fwith A5TMO3161 and the required classification in Table R905.2.4.1. Table R905.2.4.1 Avg. Dead Load (all) 10P5F Notes: Anchor bolts to be 1/2" dia. 48" oc and a min. of 7" embedded into concrete, provides classification of asphalt roof shingles. max. 12" from any corner and splice, min. 2" from edge of sill plate. Anchor bolt washer to be 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts Section R304 Ceiling diaphragms. At gable endwalls a ceiling diaphragm shall be provided Spans Exposure B, G, D Douglas Fir#2, Fb = 850 .psi, E= 1,600,000 and washersin all flood zones. Double up all 2x6 sill plates and lap bottom splice with by attaching a minimum % inch (12.7 mm) gypsum board or a min. 3/8 inch wood structural top plate and spike top plate to bottom plate with (3) 1 bd common nails each side of BLOCKING PERIMETER panel sheathing, that complies with Section R803, to the bottom of GJ or roof trusses and IN FIRST splice in lieu of having both anchor bolts within 12" of splice on the bottom plate. TWO BAYS SHEETS connected to wall framing in accordance with Figures R804.3.7.1 9(1) and Rb04.3.1.1 (2), late splice must have a least one anchor bolt within 12 2x6 2x8 2x10 2x12 (Note: the bottom ' from its p p RR's INTERIOR unless studs are designed as full height without bracing at the ceiling. Flat blocking shall "� NAILING Rafters 12 oc 12-6 15-10 1 q-4 22-5 end) R602.11 INTERIOREAREA consist of G-shaped or track section with a min. thickness of 33 mils. For a gypsum board SHEETS PERIMETER sheathed ceiling, the diaphragm length shall be in accordance with Table Rb04.3.1.1. For a 16"oc 10-10 13-8 16-9 19-5 NAILING wood structural panel sheathed ceiling, g the diaphragm m len th shall be not less than 12 ft. 16"oc 13-0 16-6 20-2 26-0 Glg Joists 12"oc 15-0 19-1 23-3 26-0 Ffor building widths less than 36 feet or not less than14 ft. for building widths greater than or 1st FI. Joists 12"oc 10-q 14-2 18-0 20-11 ;O a TYPICAL SHEET equal to 36 ft. The ceiling diaphragm shall be secured with screws spaced at a max 6 q-qinches oc at panel edges and a max 12 inches oc in the field. The required lengths in 16"oc 11- 12-9 15-7 18-1 TYPICAL ROOF Table R804.3.7.1 for sum board sheathed ceiling diaphragms shall be permitted to be 2nd FI. Joists 12"oc 11-10 15-7 19-10 23-4 SHEATHING gyp 9 16"oc 10-9 14-2 17-5 20-3 Table 602.3(1) Fastening Schedule multiplied by 0.35 if all panel edges are blocked. Multiplying the required lengths in Table ------------- ---------- -�----- - - -- = _= - ---- -- - __ -------- --- - --' 9 diaphragms be permitted if a . .7. or gypsum board sheathed ceilin dia hra ms by 0.9 shall p II NUMBER AND TYPE - 3160 common(3112"x 0.162") 16x'o.c,face na!I � panel edges are secured with screws spaced at 4 inches oc Table R804.3.7.1 . Provides 1TEM1 DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION Battvm late to vast, rim`Dist, band Dist or - --------- - -- -- ----- - - - - - - - the required lengths for ceiling diaphragms at able endwalls sum board sheathed, with OF FASTENERa'b'c 14 P j ' I j i q 9 g9 gyp - - -1 ------ -- ------- -- - -- - ---- - ----- ------- -- -_ _ -- -_-- ---- - - blocking (not at braced wall panels) !16d box(31J1rp x 0,135"};or l 131„nails 12 v.c,face nail a ceiling height Of 8 feet. Roof 13" x 0 ----.--..-..----._.-__---__-- _ -----_-----__- _ __-_I--__--_,__,_-_-______--__ -_ ___--_---- _______,.___ _ Where wind is > 130 mph use Solid blocking1 st two end bays 4-8d box(2 /2 x 0,113")or f 3-16d box(31/2"x 0.135");or 3 each 16"o.c.face nail I II Section 8905 underly I 1 „ . Bottom plate tv joist, rim joist,band joist or I of END WALL @ 48 OG. Blocking to receive a min. of(2) Sd @ yment and high winds. Underlayment applied in areas subject to high i3-8d common (2 12 x 3.131 ).or 15 12-16d common(3 12 x 3.162");or 2 each 16"o.c.face nail winds above 140 mph, in accordance with Figure 1 i Blocking between ceiling joists or rafters to top plate Toe nail blocking (at braced wall panel} each end of blocking. ( 121 ) p gure R301 .2(4)A shall be applied with 13-10d box(3' x 3.12$ ;, yr J4-3" x 3,131 nails 4 each 16'"o.c. face nail „ corrosion resistant fasteners in accordance with the manufacturer's installation instructions. _-_-_--------- ------_.__.-___--______ __----.-------------------- ---- ___ ______ __ ---____-- 3-3"x 3.131"nails 1 ,P <;4 € i{,.°k ----- -- . -- - ------------------ --T --- ---------------------------._. -- - - -_.______ 4-Sri box(2 12 x 0.113"}; or -` `` Fasteners are to be applied along the overly not farther apart than 36 inches on center. 00 0 Ov v v v pp 9 P p I4-8d box(21/2" x ©.113"); or !3-16d box(3112"x 3.135"):or } Underlayment installed where the ultimate design wind speed equals or exceeds 150 mph 13-8d common (2112"x 3131"};car 4-sd common (2112"x � 131"}; or Toe nail i �"1`nd shall comply with ASTM 04869 Type IV or A5TMD6757. The underly ment shall be 2 Ceiling joists to top plate Per joist,toe nail p y yp y 3-10d box(3" x 3.128"};or !4-10d box(3"x 0.128");or 'p `° ... .._... '..''_nt} ............. . attached in a grid pattern of 12 inches between side laps with 6 in. spacing at the side laps. I 3-3"x 0.131"nails 16 To or bottom late to stud i4-3"x D.131"nails 1rt r'�Pt f ,� __ _ _ ; Underlayment shall be applied as required for asphalt shingles in accordance with Table ! i 4-1 Od box 3"x 0.128" :or ' i 13-1 Gd box(3112"X 0.135"';or � -- - ) Underlayment shall be attached usingmetal or plastic ca nails with a head F'r 8905 1 1 (2 i2-1bd common(31/2"X 0.162"); or year ` dia. Of not less than 1 in. with a thickness of not less than 32 gage sheet metal. The ca f Ceiling joist not attached to parallel rafter, laps over I End nai' j1"r'`tear t"'`t'I._..__...1 6 va1Ph......._ .. . _ _ ._. ................. g p g 3 partitions[see Sections 8302.3.1, 8802.3.2 and 3-16d common (31/2"X 0.162"); or ( Face nail !3-10d box(3"x 0.128");or `�� ,� nail shank shall be not less than 12 gauge with a length to penetrate through the roof `Table R802.5.1(9)j j 3-3" 3.131 nails - _ ._ 6073 - sheathing d u derol t less t aom.4 iinchesinto h A the roof o70 shthing. Exception: As an alternative, I " I4-3" x 0.131"nails - !3-10d box(3 x 0,128 ), or x"1.11 be permitted. 8905.16.7 wind _---------- ____-----__ _-____-_,__-__ ___--__-_______..--.--_ x Fa ', �, resistance. Photovoltaic shingles shall be tested in accordance with procedures and -- 17 To plates,laps at corners and intersections 2-16d common(31/2" 0.162' or Face na:l ( ?Ceiling joist attached to parallel rafter(heel joint) p P p }_ ;. � p i 4 I[see Sections 8802.3.1 and 8802.3.2 and Table 8802.5.1(9) l=ace nail `3-3" x 0.131"nails ; r°. �... . . acceptance criteria in A5TMD3161. Photovoltaic shingI es shall comply with the ......... 27 stns 'nt77 3TahlP Rfl7 gi 1/q,I I 1( �- _ 3-8d box(2111"x a. or classification requirements of Table 905.2.4.1 for the appropriate max. basic wind speed. 4-10d box{3" x 0 128"}; or i 2-sd common (2112rr x 0131'° : or } Photovoltaic shingle packaging shall bear a label to indicate compliance with the 18 1"brace to each stud and plate Face pail ""' 116 procedures in A5TMO3161 and the required classification from Table R9052.4.1. ICollar tie to rafter,face nail or 11/4"x 20 ga.ridge strap to i i i2-1Od box(3"x 0.128");or 'r.' .. . . x.07 ... p q ! 5 ( 13-10d common(311 x 0.143"); or Face nail each rafter 2 staples 13/4" 'T€_._ .... . .. rafter I ; ! �.-...______.........._.__._. rt;n r. °= Section R905 Rooftop-mounted Photovoltaics stems R907.2 Wind resistance. Rooftop- --- I ISP- „X 0.131"nails 13-8d box 21/2" x 0.113" : or ( rt;..rn r,.1; 3 ( ) ed photovoltaic panel or modules systems shall be installed to resist the component ------___---------- - -------- � mount i - 1 " ! 2-8d common(212 x 0.131 ), or and cladding loads specified in table R301.2(2) adjusted for height and exposure in j !3-16d box nails(3112"x 0.135 ):or `2 the Halls on one side and 1 toe nail ( 19 1"x 6"sheathing to each bearing Face nail 3-10d common nails(3'r x 0,148„); or ! } ' 1"crown,2-1Od box(3' x 0.126 ), or _. .- accordance with Table R301.2(2). 6 Rafter or roof truss to plate opposite side of each rafter or 4-1 Od box(3"'x 0.128"): or --staples, v^✓n. 16-g _ -1 "long __ ___._.... _. _ _ ___-- , y truss' �--------- _____-- ___.___-__....___ - - 211 14-3"x 0.131„Waits ; 3_8d box(2112"x 0.113"); or fi;.:. �r, r` Section R602 Wall anchor BOLTS- 1/ DIA- plate washers not less than 3"x3"x3/16". ----- ------ ------------------------------------------- ---------- -- - --------------------------- - -�-----__-�--� - - - -------__---- ------ --------- ---------- --- I ;3-Sri common (211 0.131 , or ,�I�:;d Max bolt spacing shall be 48" oc for two stories in height, 72 oc for one story in height. 4-16d(3 J2 x 3.135 );or _._......................_...-..--......... ..- 1 3-1 Od box(3"x 3,128"); or rico Zogp x 3-1 Od common (31/2"x 3.148"); or Toe nail I i3 staples, 1"crown, 16 ga., 13/4"lona 8 Roof Rafter ties to wall [ 4-1 Od box(3"x 0.128"); or __. 8602 10 8602.1 _ 20 i 1" x 8"and wider sheathing to each bearing n 1" x 8� Face nail Wall bracing as per 8602.1 7 € Roof rafters to ridge,valley or hip rafters or roof raf er 4-3"x 0.131"nails Wider than I Table Rb02.11 to minimum 2"ridge b..arn 3-16d box 3 12 } 4-8d box(21J2"x 0.113");or } 1 " x 0.135" ; or i2-16d common(31/2"x 0.162");or I 3-8d common (21/1"x 0.131"); or ( ( Rafter or Truss Uplift Connection Farces From Nind End nail 3-1 Od box(3"x 0.128");or i I -1 Od box (3"x 0.128"); or I 3�,,„ i - i � 4 staples, 1"cra�,,,�n. 16 ga., 1 .� long ; 3-3' x 0.131 nails ( ___ � _______- _._.__._._._._ ._.___ __ ____. .____.._._ ...,.._...__-_-_____________.______....___.___._............................____.__..___.__.__._.____1_.__._..__. .._ . .. _. ..._ . _ - _ _ _ _-- (Pounds Per Goi'lt"ieGtlOi"i ) ' 16d (31/2" oc,'--^- `�- 3- -c � tsr - ayf P r Pitch0oPitch common 0,162 ) 24"o.c. face nail 0'12 � S•12 <5'12O592 512 �5'12 t5`42 i 2'x'1_1 c�^92 512` 8 Stud to stud(not at braced wall panels) �10d box(3" x 0.128"): orj 16' o.c. face nail I +< _ __ i 53 704 i 12 t3 13"x 0.131"nails ____-.._ --- ---------__.-----.... ....... -.-.j_ --_---__-_-- -- _ ----- _ �a-_- 7 8_9_ 8 _ _12_2. ".`.�...._ 457 --___------ .......-___ _ i i41 16d box(3112"x 0.135"),or Stud to stud and abuttingstuds at intersectio wall corners 12"o.c.face nail g0.131" , 24 -1 7, .. 62 _ 7 ; - 14,_ 5 127 1, 178 [NY]TABLE D101 M �` 3P, x O 131"nails I 281 u es 521 cca0 � , 2 - ------ --------- !(at braced wall panels) - - - - -- - --------- --- ---t--------------------------------------------------------- - 12"o c l-----._- __ .. .._ 7° F,s s- 1 157 �. 21s - -5 j ! p ) 16d common(3112" x 0,162") I 16 o.c. face nail ; DEGREE DAY AND DESIGN TEMPERATURES Ft7R CITIES IN NE1ti!Yt}Rf STATE ,2. Pr I � 1 n a �� a 75 1x_ 7 134 12 11 i ;. 222 16d common(3112"x 0.16'2") { 16"o.c.each edge face nail Sit "7 !' f^^. 10 Built-up header(2"to 2"header with 1/2"spacer) ______.___ _ ______-._____.___-.---__ __.____� __ __ -- HEATING - - DESIGN TEMPERATURES € 4`� 1c �1 � 0 $cEs a4� �� a„°� � 54 � 2�� 16d box 3111" x 0.135"} 12 o.c,each edge face nail i 1 ----- -.,..,05 .. IOM........ ( " `2 3 1 €1 9�� 1 2�d i 2 347 27 - i DEGREE 113 1012 151 9Z4 1ST 1P, k 25;x ' 3311 5-8d box(2'12"x 0.113"),or ! Winter Summer 72 tt 7D - 3 12 Y._. s 1 I DRYS DEGREES ;_ '2 t _ 1S 1510 11 Continuous header to stud 4-8d common (2112x' x 3.131"); or I Toe nail �w �',. ...,., ' (yearlyDry bulb Wet bulla NORTH i �� 7E 69 � ss � 83 115 1N8 162 j J4 2 � 194 Unauthorized alteration or addition to this plan is a 4-10d box(3"x 0.128") - --- - _ - • ___. _._._. ..._.-__-..._____- _ - �._ section 209 of _ _ _ ; _ __ i 97112�l� 2�/2�/0 21/2°r'� , , violation of s 7 the NY5 Education Law €16d common 31J2`x 0 162") � 16"o.c.face nail STATE STATION total) LATiTtiClEr ..,"`a'�., ,.....;'"�..,,...,. ,..._v`:�,,..,, w._.tt .R.._� 1 'n. ,.,,,,�,:,A... _.��. 7 €-------------------------------- -------------------- ------------ - - --_-------------------------------------- --- 28 145 92 132 117 r 14 _ ___ Mc r - I �e9 �'..-. I '` Copies of this plan not bearing the Architect's red inked seal and i 12 Top plate to top plate I10d box(3x' x 0.128");or Albany 6,575 1 88 74 42°50` ; 32 11a,__., .,,...,. µ14 i__ 129 t78 iso v : 310 29s 12"o.c. face nail ;~ O' µ' , . 'ti signature shall not be considered to be vaild and shall not be valid 3r x 0.131 na'is ; Z's 2_ 109 16 441 194 17y i ? 1 3' 8 16d common(31J2"x 0.162°,); yr ' Ailaarl 6`201 1 88 74 42.SOr �__4` _ _-14.���..-.........O`_�.. _O�"�'...�. _ Esc � �' 4 -�w "�' s� M for construction. i 12' y 221 1 ?" Double to late splice for SDCs A-D2 with seismic braced 12-16d box(31/2"x 0.135");or p p p BirlgF1ar17trn 7,Z£t6 1 72 42°� ` _ 1='7 1~" i,. X01 17e 2 ` 2 i --1; 71 • There shall be no master filing of this plan with any building wall line spacing e 25' 12-1Od box(3" x 0.128"},or Face nail on each side of end joint l 12 I 96 8- i 119 1fi� 140 1;e 1� -IT 244 22� department and shall deem the plan to not be valid, sealed and ' 13 12-3'x x 0.131"nails ;(minimum 24"lap splice length each Buffalo 7,062 6 85 73 43"00' signed plans are good for one calendar year from the date listed side of end joint) below. trouble top plate splice SIOGs © , 109, or 101; and braced ( j ) C �� impscrn Hurricane Ties H ; Uplift a7 , #fib, p�l ' 50 " NY(Central 4,871 15 8 75 Oft 50' 11 11 . This plan is for the buildinglot address below and is for a one 1rrail 12-16d(3112"x 0.135 ) ( Exposure G 5' Park)d time use Dated:08/26/21. dinespacing =2v ( ICY _ ......._._........._. . ,... ...-_. .____..-,-.. ,_,__..._..-. _.,..._..-... _.. ... .____ _.__._- ._--.---._ ____-___-_____..___.. _ __._._..-.. ---_____.-_- _-._..-.._____.___-.____-___.________._ .-__�.-______- _. _____; Address:800 WEST ROAD GUTCHOGUE NY ...----_________._...---�_____. _ --- _ ; � o� SPACING {fest} Roof Pitch Roof P-stet; Roof Pitch Roof Pitch Roof Pitch � � TABLE R602.3(3) NY(Kennedy) 5,219 15 87 75 4'� 40 REQUIREMEN TS FOR WOOD STRUCTURAL.PANEL WALL SHEATHING USED TO DESIST V`AND PRESSURESa,b.c <5:12 a 5:12 <5:12 ?5:12 <5:12 >5:12 <s:12 >_5=:12 «:12 >_5:12 1z 95 88 110 102 126 118 161 151 198 186 - E.D �1/J�Y ;. GENERAL NOTES & HIGH WIND - - ------- --- --- - - -- -_ ----------------------------_ - PJ aGLlardi ) 11 15 89 75 40 �tJ` 1fl 12, 131 �•`���,�� - cN�r�h` �(IW a 4� T,. - --------_-------- -- -- - --------- -- --- - SPEGIFIGATIONS Ill t 14 t 163 151 268 , 257 242 .i"' � b MINIMUM ULTIMATE DESIGN e� a ,OMA 10\ „ �� MINIMUM VtJOflD PANEL NAIL SPACING VUiND SPEED'4/,it IZCtCh�,t�t` 6,748 5 8� 7� 4'''10 z4 148 135 173 1x,0 266 ,85 256 2�. 317 298 � MINIMUM NAIL NOMINAL MAXIMUM VALL 28 366 's5^ 19C 179 225 206 289 :.',� 552 335 PANEL STUD SPACING (�p�)--------------,I d 65,650 1 S7 74 4250' 1�„o.c. -- -- - ------ PANEL SPAN �- � - SCh�r1 Ctady 32 1884 168 216 199 249 231 321 190 398 373 ' � � µ * RODITIS POOL HOUSE p , + Penetration I RATING THICKNESS (inches) Edges Field Wind exposure category 1 �_._ - _ ______-__; 33 2U2 1c5 237 215 274 254 353 329 438 411 ,1 < /� I Size (inches) (inches) (inches o.c.} i (inches cyto.) - p ; Syracuse 6,756 2 87 73 433 l0` ftp,` AND GARAGE _......... --------------------- _ �.-----__-_. _.._....__.._---__._...------_ -_._ -------______ -_._._. _-_ _. _._- ----- 29 69 4 2 4 f E �' 312 39 402 '7= ---_-__ _.r..._ 99 462 42 2 2t0 2 2 i 6d Common4? 25S 234 .02 272 349 323 450 320 560 524 1.5 2410 3/8 16 6 12 140 I 115 j 110 P i (2,a" x 0.113") 12 125 117 14-5 36 53 ,57 214 201 2263 247 1< O F N -�i I. - _ ; _.- _ � 2011 -`" ARG i 16 6 1rs 16, 14? ,ee 174 2Y4 ': �' ET T PODL 5 G sd Common _ ! 12 170 - -- 140 135 -� 217 277 342 322 ARCHITECT O __-� i 1.75 24116 i 7J16 -" J 230 213 2.5 2 5" x D 131„ ( 24 ,°7 18": 26S 340 310 422 396 BOX 1058,REM5E1�1BURG,NY 11960 631-325-0929 ( } 24 6 12 140 115 113 1... ---- - -- -i -- - _..,. - .... .-..---- - ... ----- --_ -------- - _ ---------- - ......----------- _--- - -_- l- -- --1 1 2 4 _ J 3 ', 26^ 259 2'r 299 277 384 ba 476 446 DATE Oq/22/21 For Si 1 inch=25 4 mm,1 mile Per hoar=:7.447 mts. 32 245 223 2F7 255 331 307 427 393 529 496 A 800 NEST ROAD, a Pane`strength axis paral!et or per;cid=cutar io supports. Three-Pty p'_,Auood sheathing with studs spaced more thar 1£inches on center sh 'i be applied:.ith fano€=tren th axis pwe.,p"_ cular to 36 2r.9 245 3t5 291 3F4 338 469 438 580 547 :", SCALE: A5 NOTED GUTA2 GHOGUE, NY stio�crts 42 305 279 368 336 415 384 535 495 6x4 622 Page 2 of 4 L_ Ta'_'--is hazed on,mind press-,res acting toward and away from building s4r`3ces in accordance with Seci:on R3,s1 2.Lateral bracing€emu+rements shat€be in accordance with Section R602.10 C -..c structurat Parvels With sp9n ratings of t".al'-16 or% all-24 shall b} p-mitte'd 03 an a!tematc to paries V14h a 20x'0 sna"rating Plywacr€siding mlLd 16 o.c or 24 o c shall be pem,,itted as on 48 340 311 A02 370 1 454 1 430 5$9 559 745 1 697 ALL PROP05ED GRADE CHANGES 41-1 E- TO CREATE a natural swale for rain runoff to CONFORM TO TOWN I NEW FON WALL TO REGRADE 51.OPE OF 5OUTHOLD CODE V I Rebar for REQUIREMENTS BE ABOVE EXISTING Q steps to A5 REQUIRED 5LOPIN6 GRADE A5 L j e _ 154' REQ D FOR I N existing FRAMING TO BEA I pool patio ABOVE GRADE REGRADE 5LOPE - - - - - - - - - - - - - - - - - - - - - - A5 REQUIRED 4 01 13'-4" I 1 N IHDU UTDOOR 5HONER PORCH P05TST 2'-4" 11'-0" HOT & GOLD GONTROL5 2X8 GJ 16" OG 1 o WRAPS & FOOT BIBB 5" poured concrete I e I I I I I wall keyed to a 16 xi;, — I I I I �! DU4 PG ftg for patio area 1 lowLU and column pier I 4 - - - - - - - - - - - - - - - - - _ I HOL4 Hold 10' setback Q (3)2X12 HDR HDU4 bench o ¶ _ POOL I I I - - - - - - - - - - - - _ = I — — — — "' EQUIPMENT HDU4 I I — — — — — — — — — — 1 v HOLDDOWNW/ CL 2068 NEN PAVER I I 1 5�_0 ( I O '_4" , b'-0" ~ ANCHOR BOLT I I TOM MATCH AND TIEM I I I I I I z Q 2668 HDU4 HDU4 „ 1 INTO EXI5TIN6 POOL I I I I I I HOLDDOWN W/ I I = OYERFRAME PORCH PAVER SYSTEM /8" DIA. (` MAIN ROOF I I I I I I I I I � O � ROOF ON POOL HOUSE ( o ) I I I I I I I I A GHOR BOLT - - HDU4 0 10'-0" I I I I I I I I ( X n_LU Bar Sink 2868 m � _ INSUL. � 4" PG SLAB Wl 616 X 10/10 I I I I I I z - I l I I WWM, PITCHED TO DRAIN I I I I I I m 11'-0" 0 �0'-4" 12'-8" 0'-4" 11'-4" I I 1 I SLAB ON GRADE \ 1 I ( 1 1 1 - \ o �o 0) + p WALL5 & GLG TO BE l o < � POOL 5/8 FIREGODED LU O LU a - I GWB ON WALL5 & _ V-,- m Q HOUSE GLG I I I ( I I I I ( (5ET FLOOR 12 ABOVE GRADE) z < ow > o LL - &A�RA�G E Simpson ABW66Z I I I I I I 4" PG SLAB W/6/6 X 10/ I 1 < ry CO w _ _ ■ 6x6 post base I I I I 10 WWM, PITCHED TO 1 I I ry -1 O o o I I I DRAIN cmv w o Ih - - - - - - - - - - - - - - - - - - - - J I I I I I 2X5RR16" 06 ix rL _ _ _ I I I I mLU 7­A�NOTE: - - - - - - - - - (2)2XSGOLLAR8EAM548" OGHDU4 Drop top of fdn. 1 - 10' `nwall as required Position arae 10' off of v - _ Simpson ABW66Zgarage I I for the 8070 OH I I HDU4 HOLODOWN 5/5" DIA. bxb post base BOLT LOCATION (1 OF 10) sideyard setback and 24' off the o I I door 1 1 (3)2X12 HDR HDU4 (2)2X10 HDR I I 0 O existing driveway I DU4 HDU4 1 —� - 1/ AND center poolhouse on pool water L_ — — — — — — — —_ (2)TW2b410 W/LVL 1/ 2X8 RR 16" OG holding a min. of F between both 6X6 MGA P05T SUPPORT MULLION 2X8 GJ 16" OG I I structures r- — — — — — — — _ _ _ _ _ _ _ _ _ _ — — — — — —, Steps r existing W/Simpson 1 12'-0" 01 WILL DETERMINE TH15 I 12'-0" I patio area ABW66Z 6x6 post o MEA5UREMENT I I base & cap 6'-8" 6'-8" "' I� I encased with 12" - HDU4 I HpU4 PERMACA5T PORCH POST (2)2x10 HDR_ _ 10'-10" POOL HOUSE AND 6APA(5E I I WRAP5 � 8070 OVERHEAD DOOR o I A21 FOUNDATION PLAN5GALE: 1 /4.1 = 1 �_o„ I I 12'-0" I I EXTEND EXISTING 3"ROOF VENT ROOF ( NOTE: Position garage 1,0' off of I DRIVEWAY TO NEW sideyard setback and 24 off the I GARAGE DOOR AS existing driveway REQ'p ,AND center poolhouse on pool _ both structures min. of 5' between i POOL HOUSE AND 6ARO"AGE PLAN i NOTE:SYSTEM WILL PENT I i UP THRU HOUSE VENT SCALE: 1 /411 1 1-011 � NEW DRIVEWAY ' i EXTEN51ON I POOL i I I HOUSE ' y 24'-0" BATH 'I` BAR LAND N/F� OF ' L� \ SINK I I LESLIE S. PURL 3 i i I I AND MARTIN H. PEARL 1 1/2" MON.tl TAX IAT' 44 j 1ST FLOOR FRAME Rt�fleN� (VACANT w000m LOT) PUBLIC WATER LAND NA OF 3" KATHLEEN FRALEni W " TAX LOT' 43 HOT To , � G, ��.& �a<: j pi j c tTi taE gyp~ _° ;,��� `�`" �� 4" poured cont slab w/ � t-��.IC��Op�'� I,d'T"� Vapor Barrier - 5 mil . 4" ��- ��,� (�c�.,,� ,.-���•/ _q 6/6 X1 0/10 Y�IY�I M r F.A.y I 115. RES.WALL GLOIKS ("Z.') l �I PROP. + t tt G.O. F- - - - �� i �- '�{ - PLUMBING SGHEMATIG TO SUFFOLK 420' i0� �+As MIN 1 e J I CJI E I=ND. /- e NT5 COUNTY APPROVED �.,�I — _ SEPTIC SYSTEM �/� uaN. - — — — 1`ft I o ( } I PROP. PROP. i�� 10.{1 - COVrR-[} l -LaWl .- - q -PDQL 12.0 (2) #5 rods (45'xZ4') I P R�C,iI N HOU!jE 4 _ ..i Vapor Barrier- b mil 2 D a; �" Ate• 1 � -a U6 f 11.A' " 13.0 . c=a ' Glean Gravel P I9C�WAiER m (2)2x6 MGA sill plate 4" poured cont slab w/ TAX LOT 46 � MAS. ¢An0 fill w/sill seal, termite shield ° 9'~ r� , ! „ 6/6 x10/10 WWM as LAND H/F DF 5/8 dia anchor bolts 30 OG " o per R506.1 AND TROAHHOW o ze. `-- \� � � j p WX W.W. PLAT. �' (VACANT WOWED La`) 51ope Final Grade per Q _ <s n shote �nAs. AX ?' 4z T Section R403.3.3 ! — � � n � 1�s a T LO P AW LOA _ , 0 24.0° GATE x 4'.METAL FfP1* FEN LAND N/F Of L5 30 Strap 411 W • GATE _: Er 2 STORY Nc� o.v .>AUEs B. PRALEIGH „ A. �+ ?� w� AND KATHLEEN FRALf1GH R10 rigid = _ , �' PF 4s.4s ¢`� . _I —III—I Nominal 4" screened sx 1 M PF.AK:75-47 � insulation w/ 1-II 1=1 and washed gravel or N 35.Z f 3.1' a o 0 g' o is 24-0' alum ca or ,; crushed stone, drained M , ss,1' N �.[D ARC p b -�i �,,3 X20•� m "'"�Q c,�`` y�rF�` FLOOR PLANS masonite 3 _001 per section R403.3.3 i R 0 PCFt 2N0 5Y R f 0 PORCH s L.._: .__`:.__1-.. __ - GRAVEL �! I dui _� , � � � i0 ��-'" � 1`�C s'4 � DETAILS, PLUMBING board above � � � / � � � 1� ` w A 444\ grade t• .' Glean [ Ic-, �. ORiVEWAY E cc, t- -i I I,.I RODITI5 POOL HOUSE fill #4 Cont. - SEIM YAW Low roT' �. op .'MAS. WALK ` COL) ` a AND GARAGE is 'Co to �_.� PETER T. POOLAIS 1 ' ><DFV ARCHITECT O 160.00 x,cr �, 20' ;. BOX 1055,REM5ENBURG,NY 11960 631-325-0929 MONOLITHIC SLAB ---- .. ....... :Ar+r1 r r+��rwr �. «w. �..... — . �.... wrr MON. SrsS° '4 D"�$r s 95D.D(1' }FNo.� 1�lITH INTEGRAL _1-W—w—W-- - w—w —w wwONy,�-w — w_ DATE 09/22/21 800 WEST ROAD, �I I PLAN "—w_ _w ��r �w�W� w� I , SCALE: AS NOTED GUTGHOGUE, NY A3 I=DN� OOTING PLOT PL N -- _ ------_._ �- ___.� __� ___-;�`� _ Page 3of4 ROOF TO MATCH EXISTING HOUSE 12 12 q 9IT� A21 WOOD 5HINGLE SIDING TO MATCH EX15TINO HOUSE IIIIIII I AIIIIIII lI 111111 1 11 HIM 1111 11 11111 HIM III 111111111111111111111111111 11 WOOD SHINGLES HIM I 2868 TO MATCH (2)TW2b310 EXISTING HOUSE -� 5 FT. X 7 FT. OVERHEAD DOOR Swale as required REAR ELE\/ATION GARAGE SIDE ELE\/ATION FRONT ELE\/ATIONGARAGE _ SCALE: 1 /4 51DE ELE\/ATION GARAGE SCALE: 1 /411 - 1 -0 1 -0„ GARA& F. SCALE: 1 /4” = 1 '-0" = SCALE: 1 /4" = V-011 ROOF 5HINGLE5 TO ROOF 5HINGLE5 TO MATCHING MATCH EXI5TING EXISTING HOUSE HOUSE 12 q 12 12 q� 5 A21TTN I 12" DIA. PERMAGAST PORCH P05T WRAP5 FW G 100611-4 (2)TW28410 2868 di 1 MAX TOP OF DECK WOOD 5HIN6LE 30"ABOVE GRADE SIDING TO MATCH � WITH NO RAILING EXI5TING HOUSE FRONT ELE\/ATIONREAR ELE\/ATION FOOL HOUSEHOU5ESIDE ELEVATIONFOOL SCALE: 1 /4" = 1 '-0" SGALE.. 1 /411 1 0 _ POOL HOUSE SCALE: 1 /411 = 1 '-011 Ty Install 1 1/4"20 guage galvanized strapping @ 16" OG over RIDGE with min. 12" bearing on each RAFTER. Red cedar shingles on 301b felt 36" up from TYPICAL ROOF Azek fascia eave over 51b" exterior sheathing roof Continuous board const. pitched to gutter ridge vent 2X8 RR'S 16" OG 2X10 RIDGE 1/2 EXT. SHEATHING Match overhang detail LLWT I / 15# FELT of existing garage / ";� WOOD 5HINGLE51111. TW2032 ARCHITECTURAL 51HINGLE \ ''" `��¢ ` �' "F ROOFING Gross member GGQ3 -45052.5 fro, ,,. TO MATCH (2)2x10 45" OC �, SVD, ~'ti;. �`,o- .�. tied to header w/ �" EXISTING HOUSE column cap w/ r 3.5 5tron Drive TYPICAL OVERHAN Sim son 5tron Tie ' G g \ p 9 `''" � ' � � . �-��" F_ SDew M Timber 55 Quik Drive 1X6 KLEER FASCIA self-taping screws 2.OE 16 W/ALUMINUM GUTTER 3.5 x q.5 bolted into header on Parallam R1 q Batt VINYL 5OFFIT, VENTED HDR Parallam each side header TYPICAL WALL I s I 51DE E Schedule 40 \H6 16" 4"x 6" MGA post I I (2)2x8 45 I 2 1 a 3"x3"x1/4" 10'-0" OC OG RED CEDAR 5HINGLE5 inside 10"x 10" I G square pipe I TYVEK permacast column POOL HOUSE SCALE:• 1 /4" — 1 1/2 EXT. SHEATHING wra I � p - ', g column PORCH ROOF bolted to POOLHOUSE - 2X4 16" oG p - o (CATH GLC.) 5/S FIREGODED GWS parallam i I s Q0 (CATH GLC.) Existing Decking ,r and into 11'4" d; i concrete 12-0 r G65046- pier below I �, -15impson 5R13 Batt Install 1 1/4" 30 I I - I GAUGE I I & s t STRAPPING. (12" up 12" pc filled sonotube f ELEVATIONS 5EGTION — stud to box, 16" OC) - - rebar to 24"x24"x12" 3 REo APL w Existing Pool F o _ r T�' `\ poured cont. footing � � � _ c,;�'� y� patio I t "" _ �, `��M'� f o R10 Rigid _ I -" �)0 4 Dowel slab m L— — — — — y = _ - -� :- -max, ti �.,, "' `- RODITIS POOL HOUSE - u) z f � AND GARAGE into foundation PERGOLA POST TO PE _ , OF—TAIL -�� � f o. �;�. ac���% TER T. PODLA�S EUILOING 5EGTION Scale 1/4 - 1 -0 I=TC. DrAr ,ARCHITECT o BOX 1055,REM5ENBURG,NY 11860 631-325-0929 tool" DATE 09/22/21 500 WE5T ROAD, SCALE: A5 NOTED GUTGHOGUE, NY A4 Page 4 of 4