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HomeMy WebLinkAbout51079-Z TOWN OF SOUTHOLD bra, BUILDING DEPARTMENT t, TOWN CLERK'S OFFICE a ,'" 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 #: 51079 Date: 8/16/2024 Permission is hereby granted to: Grande, Ma! !....................... �_� .��..... w.w. . ....... 1 Thomas PI �......_. .�...�._ .. .....m�_ _ .. .. ��.��.��.. Valhalla, NY 10595 ------_..........�___....__. To: Construct a detached garage accessory to a single-family dwelling as applied for per SCHD. At premises located at: 495 Augu.s.t__.... n �. .re en_port..... ............................................... ..��....��....��................................... .. 3889 Sec/Block/Lot# 53.-4-44.16 Pursuant to application dated 8/15/20... mm and approved by the Building Inspector.. To expire on 2/15/2026w Fees: ACCESSORY $621.00 CO-ACCESSORY BUILDING $100.00 Total: ........ . ........... . .............. _.... ...... ...... ............. .. 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 htt s://www,sotitlioldtownn . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D � PERMIT NO. 5I0 I I g P Building Ins ector; pV —J Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an WELDING ICE Owner's Authorization form(Page 2)shall be completed. TOWN .)F ff T,71101 Date:August 15, 2024 OWNER(S)OF PROPERTY: Name: Mary Grande & Ken Seel SCTM # 1000-53-4-44.16 Project Address:495 August Road, Greenport, NY 11944 Phone#: Email:kseel@gmail.com, marycgrande26@gmail.com Mailing Address: CONTACT PERSON: Name: David Murray Mailing Address:449 Main Street, Greenport, NY 11944 Phone#:631 .477.0075 Email:dmurray@ murraydesignbuild.com;office 9murraydesignbuild.com DESIGN PROFESSIONAL INFORMATION: Name:Doyle Coffin Architecture Mailing Address: 158 Danbury Road, Ridgefield, CT 06877 Phone#:203.431 .6001 Email:ptc@doylecoffinarchitecture.com;eef@doylecoffinarchitecture,com CONTRACTOR INFORMATION: Name: Murray Design & Build Mailing Address:449 Main Street, Greenport, NY 11944 Phone#:631 .477.0075 Email:dmurray@murraydesignbuild.com;office 9murraydesignbuild.com DESCRIPTION OF PROPOSED CONSTRUCTION RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Detached Garage $100,000.00 Will the lot be re-graded? @Yes ❑No Will excess fill be removed from premises? DYes El No 1 PROPERTY INFORMATION Existing use of property:None Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes*No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for ail dratnalle 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 Pernik pursuant to the Building zone Ordbumce of the Town of Southold,Suffolk,CourRy,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,bundling code, housing cede and regulations and to admit authorized Inspectors on premises and In bunding(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 no David M. Murray RAuthorized Agent ❑Owner Date: I )Zu Signature of Applicant: ., ..� STATE OF NEW YORK) S COUNTY OF ) ( M r being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the -� (Contracto %, eTnt, 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 of ftLLQC � 20 =�j otary Public RiTTraANY,A t";"btURAD Notary Public,Stat('-�of Nem/York Reg No, 54 PROPERTY OWNER AUTHORIZATION Cow iQualified � nExpires w� y to t 0�� (Where the applicant is not the owner) I, men Seel/Mary Grande residing at 1-17 -2c44w«5 C r 4 C 4 ikW l+ct; A- /,J y I /6 f David Murray to apply on my . ehalf to the Town of Southold Building Department for approval as described herein. 0 y Owner's Signature Date Ken Seel/Mary Grande Print Owner's Name 2 GS1159842 =DATE /YYW) CERTIFICATE OF LIABILITY INSURANCE 2024 THIS CERTIFICATE IS ISSUED AS A 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(ies) 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 NAME' T Laura Fauteux NE W.N. Tuscano Agency Inc. �ti/cp.ga�. — A. 631-477-1680Ax Nm 31 477 iL PO Box 1027, 950 Highland Ave. E-MAIL ... GREENSBURG PA 15601 s INSURER(S)URER(S)AFFORDINGCOVERAGE 9 & CrYalln 1IG C Cofttl NAIC# 34118 INsuRERA:Peleus„Insurance Company..... ............ ...,,n,n,n.__— .. INSURED INSURER B: ....... .m....... __ Dave Murray Construction & Design INSURER Cc Inc Iry ... ... __ .. ..n. 449 Main Street suReRo ... ........ ..... . ... _.. Apt 2 INSURERE: - —.. ..........., „- .-............. _... GREENPORT NY 11944 UNSURERF: COVERAGES CERTIFICATE NUMBER: 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. IN TYPEOFINSURANCE,,..... ........ v w LIMIT — �. � �.,��A�, ado.SUd� ....... .. �"b�ICY � POLYcW��x1� �..,.. LTRINsp D POLICY NUMBER MMIDDIY I MM07D/YYYY A X OCICUR 600GLO212813-01 02/19/202 02/19/202 P EMISS(F N Dnc?)..., „$ 1Q 00 000 ... COMMERCIAL �CLAIMS-MADE LIABILITY X,� F w ,_,p O OOO. ....,. - ---- MED EXP(Any one person) `$ 5,000 -- ............._. ...._ .... � .ew_._ SONAL&ADV INJURY $ 1 OOO 000 GEN'L AGGREGATE LIMIT APPLIES PER. GEN ERALAGGREGATE $ 2 000,000 � X POLICY LOC DUCTS-COMP/OPAGG $ 2,000,000 ..PRO.. .. OTHEM $ AUTOMOBILE LIABILITY _.I C" M C'v�raccedenl�OJSINC�.LE NwlIr $ ,,,,,,,,.- _...................... ....�. ANY AUTO BODILY INJURY(Per person) $ ryry DPI Y cid AUTOS ONLY V AUTOS PR (Per accident) $ OWNED SCHEDULED BODILY HIRED NON-OWNED AUTOS ONLY V. AUTOS ONLY +P r;„gip,cddanti,p-,,,,,,— 4„ _____ jVf I0I$ UMBRELLALIAB OCCUR EACH OCCURRENCE $ _y EXCESS LIAR CLAIMS-MADE „AGGREGATE $ _ .....—. DED .R....ET.EN.„,..W TION$ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N ,_STATUTE„a _FI�„ ANYPROPRIETORIPARTNER/EXECUTIVE DISEASECIDENT $ OFFICERIMEMBEREXCLUDED? ❑ N/A E.L.EACH A..,., � .... .em...,.._._..�.... C (Mandatory in NH) -Ep.EMPLOYEE. $ If yes.describe under E.L. ,SEAS � IMIT ..... ..___ .....w. DESCRIPTION OF OPERATIONS below DISEASE-POLICY LIMIT � T , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) Carpentry CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 AUTHORIZED REPRESENTA��__ Southold NY 11971 I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD /Ok\ NYS1F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A 461966216 MCMANN PRICE AGENCY INC 828 FRONT STREET %m, GREENPORT NY 11944 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DAVE MURRAY TOWN OF SOUTHOLD CONSTRUCTION&DESIGN INC 53095 ROUTE 25 449 MAIN ST APT 2 PO BOX 1179 GREENPORT NY 11944 SOUTHOLD NY 11971 FPOLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12260 245-2 925403 02/22/2024 TO 02/22I2025 6/25/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2260 245-2, 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 HTTPSw/NVWWW.NYSIF.COM/CERTICERTVAL.ASP.TIME NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DAVID M MURRAY VICE PRESIDENT LISA K MURRAY DAVE MURRAY CONSTRUCTION& DESIGN INC TWO PERSON CORPORATION 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 STAT SUR NCE FUND 4 - DIRECTORJNSUiRANC 'FUND UNDERWRITING VALIDATION NUMBER: 12136821 U-26.3 S.C.T.M.# DISTRICT 1000 SECTION 53 BLOCK 4 LOT 44. 16 HYDROACTION I/A OMITS SUFFOLK COUNTS DEPARTMENT OF HEALTH SERVICES #R-23-1727 PERMIT FOR APPROVAL OF CONSTRUCTION FOR A SINGE FA �S dl` IDENCE AND ACCESSORY BUILDING Proposed Gross Floor Area: 5075 SF .� .mm Maximum Gross Floor Area of 4,350 SF 7.5% in DATE- 2/28/2024 I•-{_ REF, NO. R-23-1727 /excess of 30,000 SF=5,105 total building SF allowed {y J DWELLING WIPUBLIC WATER APPROVED/ TOTAL NIAXIMUAS EDROO IS' V/O Lot Coverage =20% or 8,015 SF(this includes 150 / EXPIRES THREE Y FROM DATE OF APPROVAL buildings, accessory structures, pool, terraces, decks) DWELLING W/PUBLIC WATER Aso• � 170 g2' g�F 6 / Design Professional's Certification Required. N 79 FENCE 0S4'oo°" E �w J Submit P.E. or R.A. Certification For FEN PROPOSE a The Installation and Construction of the Sewage Disposal System V CHAINLINK FENCE 'Y� X63 Use Form WWM-073 �.. X>p2 xcAvATION INSPECTION REQUIRED N FOR SANITARY SYSTEM LOT 14 Y HEALTH DEPARTMENT IO,W,t i0y0. a (9 9� " LOT13 19.4' CiP VACANT 150 nqO ELECTRIC SERVICE Y?q 10,0 ice ' TO CONTROL PANEL % - a (� i CONTROL PANEL PRop DWELLING WITH 6 BEDROOMS-NO GARBAGE GRINDER X9 p l�llJ" ' REQUIRED OWTS SYSTEM FOR 6 BEDROOMS 660 GPD ACCESSORY BUILDING ONLY 0 9� " ELECTRIC&AIR SUPPLY REQUIRED LEACHING AREA 400 SF SIDEWALL AREA 1X C K)SE TO OINTS 3e PROPOSED SEPTIC SYSTEM FOR 6 BEDROOMS au Water,lines must be cted i1F h ." OPGED (6)LEACHING GALLEYS 3 (1)HYDROAGTION AN600660 GPD(OWTS) 'DEEP / COVERED GALLEYS EXPANSION LEACHING Suffolk Curl Ike . 4a PROPOSED 3 EXPA 0 L STOOPlow Call (631)852-5754, 48 hours n T'I GIO C05J 1 0 r 85 SANITARY NOTES advance, to schedule inspection(s). d7 AL X / L,THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. DECK n7IJ� 21 9 3 iA ,1 2„AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE (9.5) [ """ OP SHALL BE PROVIDED TO THE SCDHS ROPO 2 SCR'40 _ 3.PROVIDE A 2'VENT PIPE FROM THE OWTS TO THE DWELLING AND CONNECT TO THE SANITARY VENTING WITHIN THE HOUSE DgEIO "' ?w PVC VENT PIPE � ,� THE VENT PIPE SHALL BE PITCHED TOWARD THE OWTS SO ANY LIQUID WILL DRAIN TOWARD THE OWTS O W (9.5) 4 (9 3) 10 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDER THE ACCESS COVER OF THE AN400 UNIT ON THE OUTLET PIPE 275, PROPOSEOE. min e D RE P ca oa (95 SANITARY DESIGN BY: RICHARD M. MATO A.I.A. 4,,...;,. '` `° 6)3'DEEP GALLEYS PO BOX 2284 PROPOz (95J F, AQUEBOGUE NY 11931 -G ANKAS UD ,I P RGI EMONE (631)523-5879 U RMATOARCH TECT@GMAIL.COM I T 4 I -PROP ED 1: a 1p3 DRIVEWAY :' AFDC; z ..... .. ......... _I_ 10 -- i ;N I { ! } ' Doyle Coffin Architecture, LLC 158 Danhu J Road r5 11idgefieltl, Connrctictit 06871 203I43116001 2031431 19761 fax info(!i7 loylecoffiriarcliitectiire.c otii doylcco ffinarcl i itcctti re.coin 8 f ! Structural Engineers N.J. Marraferro,P.E.-1'rofr•ssi+-nial l�,nginver P.O. Box 57 Grr�i sport,NY 11914 T:516145715596 ro-o" L _J �,. ' _... Landscape Architect Brook Clark 1-'indscape Architects 75 Glen hoard, Suite 3.1.2 ; o" Sandy hook,CT 06482 T: 203127519255 I r I r rl 1II / r 11 / L J r r rr .// z GARAGE FOUNDATION PLAN 1 / See drawing 1/A1.1 D ro. , r 1 r CA2.2 � „ 11 anr r `' I NOTES ?4 ~ ! r r r 24"x12"Haunch in slab Step in w-Iii -'" 1 �```,,y I I / ,r- Edge of . / r k 1 r 1 / r2.r level stab c>y Level Slab / 1 r r Garage Slab- _ 1 1 / r l 1 Elev.-t'-8" / 1 / 24 k12"Haunch in stab Ref. North E ; rr's" age of fi7 . .. .1 Pitched Slab Gi 1 1 I 1 level si�.� .. / r ; �...... ... _._,_. .� t Pcl Step in wail - NEW CONSTRUCTION t_°." 1 1 4 r 1 THE _ eta o _... .... , ".,,. Edge of FOR, � .�E r level stab / r f/�r • �: � � r 1 1 r 1 1 r r 1 a. l a rete Slab Floor- (0) r 1 a E �'�+ `�;+ / �+ � r• / 4"Concrete Stab SE r •,C,r f� s r j 1 co g 1 1 6x61,4x1.4w.w,f.Reinforcing 6"Mil Poly Vapor BarrierRESIDENCE 6 Crushed Stone 1 i _ p / r 495 AUGUST R OAD F I i Ste in wail 1 ' r �. r 1 slab r oa a I c i$3 r 11944 ss�µ��.��=�..�___ ._ . �,_..�,:.��, _ _I �...._. ._:�.Y✓-...Y.._.� UED FOR CONSTRUCTION ^ t 0611012024 REVISIONS f Typical 10"Foundation Walt: -- . 1 10"Poured Concrete Wall 1 / j ' DESCRIPTION DATE (2)#5 Bars Cont.0 top&bottom of walls tv 1 o Stop in wail - Brush-on Bituminous Damp-proofing . vn€cal For�,�nct„a„t 10 Foundation Watt: 9 j 12"x24"Poured Concrete Spread Footing with keyway t (3)#4 Bars W 3"cover,sides&bottom 1 1 14 2 A3.4 i 1 i HOUSE FOUNDATION PLAN I I e l � t_ _ � See drawing A1.0 L _ � G: I I I i 1 . h, Step in wall - f' ; L.,.._ . _J L 1 1 I 1 CRINCIPALV .. ._. PTC� FP A. ......................,__._ EEF� r -€ r . PR JECT# 1035] [SCALE As indicated] = i 0. COMSTRUCTION DOCUMENTS arage Foundation k I I i I 1Man F A3.4 , LEI 10-1 DIOYLE COUIN A��C,l ll'rFCT.URE,Li,C 2024. H — ( - t ,: HEFT .... . 2 FOUNDATiON-HOUSE+GARAGE 1 FOUNDATION PLAN -GARAGE t V e i Al 1 1t8" 1' 0" __ _ __.... ., lal. fill 1/2024 2:00:08 PM ._. _._. .. _. ..... ... .........-_�....... ..... .._ ... .. ... � _. _. _. . .__. _z_ ._.. _.._...__i__ __..._ _........................_..._.......�......_...__�.� .�..�._._ ....._ _��_ ... ... �....... . _..__.. . ....... ................. _.................... ._..... . .........5 6 7 8 9 10 — .L ..........................._............................... ___. ...................... .. ..............-............................................ ........................_ __.._.i .__..._.... _ ._ .. _._..... _ . _..__....... - _...._......_....__....__ . `I t ` 10;o 1 q 7-1 A A202 5 t � A R C V j ` Storage Shed Doyle Coffin Architecture, LLC 158 Danbury Road J llid eficld, Connecticut 06877 203143116001 203143119764 fax info@doylccof'linarc,Iiitectttrcx.(:otn 2-Car Garage doyIecof fin arebitecture.com E L 4 M/ 1 naQ Structural.Eneneers N.J. Alazzaferro, P.E.-Professional En(,inecr P.O.Box 57 rQ=p.. r i ' Greenport,NY 11944 _ T: 5 t G l 4-5715596 1 - .........: .. _ Landscape Architect /24.pq Brook Clark Landscape Architects / 75 Glen Road,Siiite 312 Sanely hook,C'I 06482 / ryq T:203127519255 ........... ....... ....— C A2.1 3 25 1 UP 4R r0�oq co 2 ro € _ 2Q'0" 23'-9" Deck > Laundry 1. dry D Mudroo - ._`_ " Covered Porch 1p 1 j 1 Gas` ` ineil3aal '� ef- ;�� 1 Guest Bedroom 92 Ga VIFP FP I .. :.... _.. l 12'_0 L' v,,'`V/lfi. - r ; £ NOTES Cb i 4 Jade&Jilt athro , loset I Ga Dining G Storage Shed ElL Corridor I J t rrJ `� / t Ji 8 Ref. Nora 4 i ( ✓ @ J t /� 1/ L- ... ............ ........... _ ___ __________.. � � _ / r �� J/ •• Pull-down access ladder O ` ✓ / !/ CONSTRUCTION RUCTION 3 A2.1 NEW l t i Island "" ! FOR THE i io Study 1 UP 17R � � P j CI' OD -- 1 Kitchen tt SEELGRANDE € s w•.. _. l• : A3 4 ��• 2-Car Garage Coverel !J - Entry Porch d En t T RESIDENCE UP . 20-2" 4 R Landing r �` 495 AUGUST ROAD _ w_... ... ....... ,I ISSUED FOR CONSTRUCTION --1 F-06/1012024 UP 6R A2.1 ,� REVISIONS 14'-6" 11'-0" p�— i8'-6" 20'-0" ` A DESCRIPTION DATE 64-T Gable r G 1 2 FIRST FLOOR-HOUSE+GARAGE I A1,4 1/8"=1'_0" _—. L_. ............ I L_ . ..............._ [PRINCIPAL PTCj C,A. EEF 4 FROJECT# 1035� CALE As indicated / _ .. . ............... .. . _ A2.2 CONSTRUCTION DOCUMENTS i GarageFirst Floor Plan j E IL lj C� I'lN n�tt.ttl rt:crul r,t.l c 2024 _ H FIRST FLOOR GARAGE 16 . Dfi 6/I 1/2024 2:00:26 P,iAt 2 3 __.. _.._ 4 5 6 7 8_...................................... .. ..._...._. ...................... . __ ... ...................� _.._......_,_._. ., _ ._... .,_._.._.,... __ __�. _ w_ ._..._.._..... ............._.,._ ._ _ ,..... ........._...._............ .._... _ L_._._.............._.. .......... _.__.... � �_.. ..__.,_..........................._....__.._.._................................._._.. .... � f A2.2 ! 2 3 n to, L I A Al I)oyle Coffin Architecture, LLC 158 Danbury lload Riclgefield, Connecticut 06877 Unfinished 203143116001 nished Storage Loft ' 203143 11976 4 fax in£o@doylecoffinarchitectu re.coni T8 ...................... _ �r�a a .. .............' .........._ doy scoff' rehi cturc com r. A2_2 i Structural Engineers N.J. Nlazzaferro,P.E.-Professional Engineer P.O. Box 57 Greenport,NY 1194.4. : T:51614,5715596 L. ................................. _ ._..........___1 Landscape Architect Brook Clark Landscape Architects I I 75 Glen Road,Suite 312 Sandy Hook, CT 06482 E Z':203127519255 C i i i ' '. .... ........~ ~' f ({ ......................... ,_ ... _. ....... A2.2 2 F— _. ' ! Roof Deck 2 D Bedroom#3 t ' ! I � ._. 4b" , t[ 1 '" ' . ( } I CA2.2NOTES tiq . 06 Primary Bedroom#7 Hail � �-., _ e e, Kneewall @ 6'-0"AFF r _: rT I l� ?'b Ref. North 4 , t ✓ a. Primary Suite a, ..........._....... Primary Odom NEW CONSTRUCTION mary� Iry Bedroom#4THE _. _•, _ r ~ ''•'`_ _' ' — Pull-dorm access ladder w ... Primary ClosetEl [� �, .` i,• `� $ i ..maw� `,-,.� ���'`--.�� •II ``^-•�, � .. ., � � � � ............ SEELGRANDE k M Unfinished Storage Loft RESIDENCE a I w, , M, REE PORT, NY 11,944 � _.CONS' ISSUED FOR CO RUCTION f-06/10t2024 3 REVISIONS ff 0 DESCRIPTION DATE 2 SECOND FLOOR-HOUSE GARAGE f. , , -:' ti► t ; `' -- Kneewall @ \' 6`-10"AFF 2 J A3.4 E I ii ERINCIPAL PTGJ C-A. .. ._. .. ........_....... EEF f rPROJECT# 1035 SCALE As indicated L _ " . ................._.._. CONSTRUCTION DOCUMENTS \ p (!-)2 ' Second Floor G""arage ryPlan A3.4 DO)'[,I:COFrIN ARClll`1`CCrtIRE,L1,C 202441 SECOND FLOOR-GARAGE ' ; jj _._._.. -__....__.._........ ..._. 4 A1.6 1l4"- 1' 0" __...._..__._._..........._._...........m._._•w.__... _____ _.______._..........._....... _....... .._... _.__._............._......._....... ............... .. ..._ ........._......_...... ....... .. .._ . _._.. ...._._...__._...._.. _ __...... ___......................_.. . , f ern 6J11/202�2:©0:4��PI4I _....................................................__._..._M .. . .. . ,._...__ _._..._._._.___.__.� __..__.._...._...__ _____- _ ._.._...,....... ..___._.�..__. _.._._ _.J Lr F i`J'i~, �. _.,� �.... . .._..� -....__._.---_................__------.._...------_...__ _._ __..,,,..._._._.._ -.. _1 ...._.. _.... ..,_ ....-.._,_____......_...._................... _ _ _�_....... ......_.........._._.._.._.....,._.. _"_ _�._ _. . _ __..,.-_ _1_...__...........................__.............................._..... «_.,. _..._ . ... ..._...... L ....._,_ ,._ ,.. . . _.._.. J i i Ill���rrw A A2.2 A; Doyle Coffin Architecture, LLC 5 \\ - _ 158 Danbury Load 12 Ridgefield, Connecticut 06877 tom :.._ .. .:. �. 203143116001 e > - ".- 2031431 [9764 fax in o . ac rtarcliitccture.corri ~�1 - d 3 oylecoffinarchitecturc,com • 12 •. •..,• -=-' ~'`"�.., �'`'• _� `_ : ,. `-�1.-tea -•,.., .,, F �`�-��� .`.. `~� ~'� "�-,.�, ,� •�'.._ \� �•-�,. Structural Engineers g N.J.Mai7aferro,P.E._Profes-ional Engineer Greenport,NY 11944 T: 516145 t 1559fi Landscape.Architect Brook Clark Landscape rA,rcl3itect� w~ \ may~ �� ..., ``.,, ,,,, �"•„ ,, . 75 Glen Road,Suite 312 e 12 Sanely Hook,CT 06482 3 T: 203 1 275 1 9255 • \` '. C �t2 3 "~`"~ o A2.1 2 r : 1 t) A2.2 , ~ 1 3 12 _.. mow.. i r „ll r. w L1 12 > 12 w- ` 36 D r i t , r - lop' i I NOTES I _ _.. ... .... t i Railing .. 2 ROOF PLAN-GARAGE 3 1 - 1-0" ,...«.,.,.,.,,................................................................... .. _ _.... ............. . . 12 N t i .. E44S � i F E , e _w 12 t Roof Deck _- Porch Crickef� r , i 3 _.__... .,._._ .._...._._ ........ ......_..., �.._ ,. Ref. Nort x E / iF 3 t r , e _ S .. ... ... .- .. .. NE W CONSTRUCTION 12 t { a µ # FOR TIFF , 12 s t , 2 _. 1 ::. ..:.... / 2 v E s } Y.1 S • \\ x } F ` t ... .. .. ....._................... .,_. ,,.,..- ...... µ .,..,._........,....... .... .. ....._.."_,.... _.. 11111! '. \ � f f 1 - SEEIrGRANDE t .. � f 12RESIDENCE — x ; p-f,. r._ ._..____ _._.,. _._._. ___.._.........,.._ __... _ _._..____.__ 12 \ - - Cricket. _..... a 12 :_, _ .. . .- - - . _., _ 495 AUGUST ROAD , . . { 10 _ _..... ..._._..._.... .._. - , F _ 4 I + , f ' , ISSUED FOR CONSTRUCTION 06110/2024 REVISIONS t , ... ........ .. ......... ...... = f � _. .........._-. 712 ....__............. .... Q DESCRIPTION DATE ..._._............................. fi i — ... __............ F i I t t t 12121 4 tom°"' � 31}2 - '. 1 1 i2— i ._._. ....... .........„..„. ..____ Cricket _ .�___......_ 12 r v i ..... ., x ,..-.P....._...._._._....._.... .—.__--_ i _ .. ........................... ....... .. ....... .. _. .. 12 12 12... 12 _.._ _ _ __. ..........-... .. _. .,... _..__.... _.._ _,. .. __ _-,. _ ... ........... ..... i I G _..: _ �1a .. ? B�° ®6 i _._...�.e_ _._. _... . _._.__ _- 1t7.. CRINCIPAL. Checker �P.A• Author , E 1035� CCALE 3/16"=1'-{l" - - Porch Roof E ' 12 12 ! 12 CONSTRUCTION DOCUMENTS I 41 l �6 :S i , j } r cC T)t Yl�d` l 1N A1iC1t1 i"1 C1'UtiT,LLC 2024 ......_....... ICJ Q ' (SHEET r—T CO �A 4N, i t E ROOF PLAN rA R y•�a,a_��,9j n.,, s rr 0'" 6/11/2024 2:00:50 PAI 1 2 3 1 4 5 6 ....................... ....... ......... ............................. ....... _..-....,.._._,.... .-.. ...... _ ...._� . , ..... ._. _. _ _........ _._ . �.__ .._... __ ._._...._..__-_..--.-..._..._.........__................__...................._.._............. 7-5 1/4" r .... 2'-5 1/4" Window Nate:Tempered glass A required for any window below 18" -', ; I' � .- A.F.F.,at all stair locations,at all bath i j i'1 tub locations,at all side lites and at any i window within 24"of any door. -., •�, ,._q : : . r�p j , . 1, Marvin Ultimate Double Hung ) Marvin Ultimate Double Hung �J Marvin Ultimate Double Hung Marvin Ultimate Double Hung 62 Marvin Ultimate Double Hung Marvin Ultimate Double Hung Marvin Ultimate Double Hung 2020 Stretch Code Note: Fenestration U-factor for windows& UDHG2 2428 UDHG2 2428-2 Wide UDHG2 2428-3 Wide UDHG2 242L UGH02 2424-2 Wide UDHG2 2424-3 Wide UDHG2 2026 Doyle Coffin Architecture, I,LC RO T-61/4"x 5'-4" RO verify with manufacturer RO verify with manufacturer RO 2'-6 1/4"x 4'-8" RO verify with manufacturer RO verify with manufacturer RO 2`-2 114"x 5'-0'" glass doors shall be 0.27. i ' 158 Dankiry Road 7/8"SDL 718"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL 7/8"SDL Ridgefield, Connecticut 06877 Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs j 2031431 16001 Double Pane,Low E Glass Double Pane,Low E Glass Double Pane,Low E Glass Double Pane, Low E Glass Double Pane,Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass i l 2031431 19764 fax info@doylecof fi narcltitecttire,com 4,-6„ L doyl ecoffinarchitec:tu re.com Bz ---- 3'-5114" Structural Engineers --- -- - ___ .__........ .. -__.._.. _. ' N.J.AIaz•raferm, P.E.-I'ro(eGGional/'�)i:r�git�rer _. ., Pn- . 13os 57 I' - 2,�„ _4-ty�, _ Greenport,NY 1194.4 2'6" � T:516 1 457 J,5596 L 1i .._. ............... Ln ]III 3 Landscape Architect ;. Brook(:lark I,andsc:apeArrhircrts 75 Glen 11c1aEi Stlatr`312 ' Sandy(look,C."r 06482 Marvin Ultimate Double Hung Marvin Ultimate Specialty Shape Marvin Ultimate Specialty Shape Marvin Clad Ultimate Awning H Marvin Clad Ultimate Awning ) Marvin Clad Ultimate Awning (�K Marvin Ultimate Double Hung �L Marvin Clad Ultimate Awning ° T:20:1 2?5 e12i5 UDHG2 3628 E Rectangle 4'-6"x 5'-g" Rectangle 2'-6"x 6-9" UAWN3020 UAWN3032 UAWN4832 UDHG2 3624 UCA 3044 RO 3*-6 1/4"x 5'4" RO verify with manufacturer RO verify with manufacturer RO 2'-7"x V-7 5/8" RO 2'-7"x 2'-7 5/8" RO 4'-1"`x 2'-7 5/8" RO T-61/4"x 4'-8" RO 2'-7"x T-7 5/8" --_.................... .. ...... ............... .. _ Egress Window Egress Window:5.93 SF clear Egress Window:6.04 SF clear (- - 7/8"SDL 7/8"SDL 718"SDL 7/8"SDL 7/8"SDL C 7/8"SDL Extension Jambs Extension Jambs Extension Jambs Extension Jambs Extension Jambs 7/8"SDL 7/8"SDL Extension Jambs Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Double Pane, Low E Glass Extension Jambs Extension Jambs Double Pane,Low E Glass Double Pane,Low E Glass Double Pane, Low E Glass L WINDOW TYPES 1/4"- 1'-0" L F D ' DOOR SCHEDULE ._.._.._____..............._.... .............................. _... DOOR __ DOOR FRAME 3 . NOTES _ _. THICK _ _ ..� _NO. LOCATION WIDTH HEIGHT TYPE ACTION MATERIAL FINISH TYPE FINISH HARDWARE NOTES Easement Qd red Garage G11 2-Car Garage -- 9'-0" 8'-0'" 2"' D Overhead ' Wood - _ ._ m .___.� G12 2-Car Garage V-0 8'-q" 2'" D - Overhead j_ Wood G13 2-Car Garage 3'-0" 7'-0" 1 3/4" G Swing Woad i G14 2-Car Garage 3'-01' _ 7'-0" 1 3/4" G Swing Wood - Ref. North G15 2-Car Garage 3'-0" 7'-q" 1 3!4" H Swing N Wood E , First Floor 101 Great Room 17'-6 7-10 2 1/4" A BI-Parting Glass _.._... . 31/32" 23132" - Pocket _ NEW 102 Covered Porch - _ „. .�,-$" C Coiling Wood/Screen 1 V E 1'YCONSTRUCTION 103 Entry 7,-3" 8'-0" Z 1/4" E Swing Wood ___ _. FOR, THE 104 Guest Bedroom#2 3'-0" 8"-0" 13/4" F Swing Wood i 105 Dining¢ T-0" 8'-0" 1314" F Swing WoodEEHH 106 Wine/Bar 3'-0" 8'-0" 1 3I4" F Swing__.................__...........�.... Wood __ 1q7 Laundry 3'-0" 8'-0 13/4" F Swing Wood 108 Mudroom T-0" 8'-0" 1 3/4" F Swing WoodSEEIrGRANDE 109 Mudroom 4'-0" 8'-0" 1 3/4" L French Pair Wood 910 Mudroom 4'-0" 8`-fl" 1 3/4" L French Pair i WoodCE 111 Pool Bathroom 2'-6" 8'-0" 13/4" K Swing j—Wood i 112 Powder Roam 2'-0" 8'-0" 13/4" K Swing Wood 113 Entry � 4i-0" 8=0" 1 3/4" L French Pair Wood f r� 116 Corridor 3'-0" 8'-01, 13/4" K Swing _ WoodLL 495 UG 1 ��� 117 Study 5 fl $ q 1 3J4' L French Pair Woad GREEN PORT,1 , NY 11944 118 Study _ - _..._..._.__._...._.__ 2�' n.--_ ._............ �� ;......... 13/4" _.._._K......._Pocket- - woad._............._..._ �_......_..... _ _ ... ; L 119 Guest Bedroom#2 3-0 8-0 13/4" K Swing I Woad Marvin Clad Ultimate Marvin Clad Ultimate Centor Screen&Shade System Overhead Garage Door I SUED FOR CONSTRUCTION �06/10/2024 120 Closet 2'-6" 8'-0" 13/4" K Swing 1 Wood _._..._w._,___._ _ _.._ __--_- _---._ _ MuftiSlide Door Sliding French Door S2 9-0 x$-0 tt 121 Jack&_Jill Bathroom#1 2'-6" 8'-0" 1 3/4" K Pocket Woad Bi-Parting Pocket 2-panel door Single Function System REVISIONS __._...................................., _ .—.......__._.......__.........__.__-_._.___ __ ._-.-__....-_._.._..............._.._ .__.._ ___.. . _ .__ M 122 Jack&Jl[I Bathroom#1 a`-6r' 8`-0" 1 3/4" K Swing Wood 4-panel door unit USFD807tJ i DESCRIPTION DATE 123 Wine/Bar 8'-0" 8'-q" " M Sliding Glass _w,_._- UMSDPKT12080 PXX-XXP " -__ 7/8"SDL[Vertical] _..__ _. _ __ ____-__..._.._.... ...._.._.. 7/$"SD n Jambs E G ____._._.._._..._.....__....._. L[Vertical] Extension Extension Jambs Double Pane, Lowlass 492 Double Pane, Low E Glass 4Z4 _._. _1____.__ _.._.___....._...___._............... ._-_._............. ..�_ 135 Covered porch 6'-0" 8"-8" C Coiling Wood/Screen 136 Covered Porch 6'-0" 8'-8" C Coiling Wood/Screen - 137 Covered Parch 4'-8" 8'-$" C Coiling Wood/Screen _.._u - _ - ._. . ._ _. _ _ ]_ ,>econd Floor G 201 Primary Bedroom#1 8'-0 5/8" 7'-2" 13/4" B Sliding Glass PT EEF 202 Primary Bathroom 2'-6" T-0" 13/4" H Swing Wood w - I _ \ f PRIN PAL C R.A. 203 Prima Suite 2'-0" T-q" 13/4" H Swing Wood i I _ _ Primary _ �_........___.._� _.. .... _.__......_.._...__.. ....._ _ �._._ _. _._..... _.... .. « 4 « CRQJECT# 1035 SCALE 1/4'"= '1'-0' 204 Primary Suite 4'-0" 7'-0" 1 3/4'" J French Pair Wood . ._ - 205 Primary Closet 4'-0" 7'-0" 13/4" J French Pair ; Wood CONSTRUCTION DOCUMENTS 206 Primary Suite 2'-8" 7'-0" 1 3/4" H Swing Woad l UiEE� 207 Bedroom#4 2`-6" T-0" 1 31,, H Swing Wood E L r� ,' Hl� 208 Closet#4 T-0" 1 3/4 H Swing Woad 209 Jack&Jill Bathroom#2 2'-6" 7'-0" 1 314" H Swing. Wood 210 Bedroom#3 _�. _... .___.._ 2.6ft_ _-7 T0„ 13/4" ..�� 51 ring.. -_ Wood -.._. ------- CJ 211 Closet#3 2'-0" 7'-0" 13/4" H Swing Waal ^. _ Simpson Door Co, Simpson Door Co. Simpson Door Co. TruStile Door TruStile Door TruStile Door TruStile Door _ _". . __— _ 212 Bedroom#3 T-6" 7'-0" 13/4" H Swing » _. Wood --� --_ _ _ ____..... 4'x8'Craftman Entry Door Craftman Entry Door Craftman Entry Door Interior Entry Door Interior Entry Door Interior Entry Door Interior Entry Door _. _............... ..__.._. _.. . .,____._. _ _ _.____.. ._._........_....._....... - 213 Jack&Jil1 Bathroom#2 2'-6" 7'-0" 13/4" H swing Waod with 1'-6"Sidelites 37226 37226 TS2200 TS2200 TS2200 TS2200 �-- _.. _ __...._ .. __. .___.............. _ _ ._ ---......._..._..._ _,.___ _.___.__. _ _ __..... __�_-_ _ _ ._ _ __.. ._ _ ( r 722 ( r 722 } 214 Toilet 2'-0" 7'-0" 1 3/4" H SwingWood o 6) a 6 2-Panel,flat panel, 2-Panel,flat panel, 2-Panel,flat panel, 2-Panel flat panel, —_ _... ... -__..__. .___ ._ ._. _..___. I* j.J�:Qjj 1N AI1CHrl'I�:C'I'URE,LLC 2024 g g_ Wood 7/8"SDL[Vertical] square sticking square sticking square sticking square sticking - G16 Unfinished storage Z'-6" T-0" 1 3/4" H Swing ; __...._ Extension Jambs 7/8"SDL[Vertical] 718"SDL[Vertical] �- „� , m] CSHEET H Double Pane, Low E Glass Extension Jambs Extension Jambs �Ca� �', `�•',t,,t, Double Pane, Low E Glass Double Pane, Low E Glass , `` DOOR TYPES 6/1 3/2024 I2:w;2:36 Pill l . _... -�- _._.._.... .....__....-- �. ,-.. _ ......__.._.... _— _ .__...... _ __,__1_..._......._...................•.. ._......__._.._ , ._....,., _L . . .. .._............_..._..........._ _ .,............................... , _1_ _..................................... s. 6 7 s 9 ,i 1��1 A Architectural asphalt shingle roof i Standing seam metal roof IT, N Brackets&trim at the octagon bumpouts _ _ Standingseam metal roof Shed dormer with sia ed b .`W.: ., '„:^:.." :::,:.:-_.-., rn ',,,.. M _.., �. ._ .... ? �� T' J j - p oard siding a, . � s. � r on cheek walls,shingle siding on front '.,^Y ;_..._ ` - ::' » . ,,.. ... High awning windows with W' ; W' :.. -_ Doyle Coffin , r C _.,#.�. -. . ,w�.,�:_,. '� • , ._.,. -_,,.. _- ._. g beadbaard panels below � � s� „ i 11rc:}Ditertttrr� 1, , ..mu ... "L`$ 1 1 I ftllUrV AC�1 x . I1id =efieIcI. Connecticut Ot�Di377 Architecturalasphalt a shingle roof <) G (6 t .- 001 , .. ,.... ,. .,,_.. .».. ,.l{ a. �S a s R Architectural as haft stern !e roof s ._.t i , _ Brackets&trim at the Towerfax .d g om infaC.ccD lectDffinarclDite --N ^. a, - _: Windows as scheduled&trim 4 I • �`I' •�'- , , ,_, ;z/.. -.y � � � € � r �. ; t� i �-`-i do 1c�ccDffinarc;}litc cttirc, rcDrzt g Stone p ca " .. y ... _.. . , E f ,r, ,. „f, ,,.m,.' ,.. ,,.,n.r .., .� - _.. .w N --.- «,,,.-e., w,rc...,a,..w,a. ,wr-a,.m ..«,-..,-•..w.d,.-.,.a .... .m" ,_,.m+_+.»,.,r+..w.._.ua.r-w»a .wn.«,re.u,-..,w,een+r .a..a,.w•,.,..a,.«,aw...:.., u.«... ... ,«..._.._.... ,.- ._...-._.. ._.._...._ ,— W..� r°iaR 3 tTUCtttt'fl� �.'Tt�i170+FiTs Second Fioar N.J.l� 11azxrrferrp, P.E.l : -Professional g i�rrRl En irrrcr ; I __ ( j Tapered stone veneer Grecnlarrrt, (� ' l l99<�' ✓ ' ' I ,l w£ t i ,. . _ stair tower T.51 >a fi Cedar shingle siding with ----_.._.�._.-.._ .._._.._. .. ..-` E� i F i r _. { i _ _ --� woven corners stained '... �-- ' I I . ,--�°---� I _..� r--•----•---�---� t:�a� . .` � •;'� §� 9 M � � � � i i I C a" � IJ ?} Landscape Architect .. . 3- .. .a x ¢ a i (> f r Wood railing&steps I g P Brook . , ` t € h Landscape` � � a C,ar ci�r'a a Architects }j' lit I` ' I ! ` r t } tl•: t { _ ! 75 Glen Road,Snite 312 !• 4. F wa.....,"-. .F, ',�R F .,- ,_ M--... ., .'1 w^..,'.„y^>w.,, »< F. .- 3:�•,' ._ - -, .,�. �'P f :a > 2'x2'S rR l I Shingle sweep h piers vefl g P _........ .. ... _._.,. _._ 9 P s withcapsSan look 1,82 I ed '1': 203(275 1 9255 F q ie , ttf i s jgg S' ! ' '-`:--,• _ „ _._ .. --___ _ _ ._.__ __ -., _ _ _, ,.- _ _� i t a G .>,+,<".,..ra _..ce .aw Facweaxn �, ,,._ «,..rr a,v>,.a.,_,. :_ �,• ,'w 'i i g' sP �" M'p*a; ! ..-,�.",..•,-..•e"e,.,s.�».w .>^4�i%�., ^.�..a!?rw.„w .b ' �', l Wood deck&steps -� Don orative LIZ"Burn out to the floor,no ." woad stile Bump out L Shingle sweep(4 x 35)above Cedar shingle siding with g foundation,headboard panel 5/4x12 water table board woven comers,stained l below windows,brackets �< _J Basement egress window in window well 61_`� WEST ELEVATION2.2 3/16'= 1'-0" 1- ... _J D Architectural asphalt shingle roof 1 �.,,. Standing seam metal roof at shed dormers __,., _...._..._.. _, ... ,, .... 1.. :....... ; NOTES Shed dormer with sloped board siding ( - Roof opening for Roof Deck,see plans on cheek walls,shingle siding on front M.._ ft s Al F ,�„ Shed dormer with sloped board siding on cheek walls,shingle siding on front Composite Eave&Rake Fascia: _ 3 1x3 on 1x10,painted P Standing seam metal porch roof T i< ? 1 3:> Rf , I s e . North Composite Fascia:1x6 Ei L: 1-- _[ Garage 2nd F1oQr,_,-„a -- - Garage2 �Fi1o__ i 1'r nd or T CONSTRUCTION Square Tuscan columns on FOR. THE 24'x24 shingle pier with cap Cedar shingle siding with - _..,_- .................. ._,..___.. 1 Cedar shingle siding with _ woven corners,stained r 1 { woven comers,stained-- -• �. i k` £... _ .." ,;, l Shingle sweep(4.„x 36"j . i £ ' E " = SEEIrGRANDEa E Shingle sweep(4"x 36') i, ;t ( a i ! ; Garage a ' , Door as scheduled ��-�---•--'f .. .> F 7 4, � AUGITST ROAD Overhead garage doors as scheduled 2 „GARAGE NORTH._._.. GARAG _LA ST " L G.R EENPORT, N.Y.. 11.944 ISSUED FOR CONSTRUCTION 06h0/2024-1 Architectural asphalt shingle roof REVISIONS Standing seam metal roof at shed dormers DESCRIPTION DATE j i G. L_................. __-.__.. 1 1 -- ----....... PRINCIPAL PTC� CP.A. EEF� m:..:- - _.. \. .._... ._. ....- ,..,. �ROJECT# 1035 SCALE M 6"- 1'-0„ , Garage 2nd Floor Ga8._1rage 2nd Floor CQ�!l.�i`t'�UC"i`IQ y YW ®QV� 6w �V 0. Composite Eave&Rake Fascia:1x3 on U10,painted — _._-_,.....," 7- f77_ n. Elevations Cedar shingle siding with woven comers,stained L 1 Shingle sweep(4"x 36") AIiC1I1TF.(:'l LlI1F,I.I.0 2029 A ("1 �'�...f !- �{ 11e11aEGi F 1 r Pt Y 1�Gig 9e f r t Garage� _ .. _ # f i I r 1711,, ..... � � td•�.,��evil, /a�^":,, �`�< .44 4 GARAGE SOUTH 5 GARAGE WEST A2.2 3116"=V-0" A2.2 3116" 6/13/2024 1:15:19 FM I �....._._.. __,,..,.__...................._. .... ? 1 ....._....._............... ................_.__ . . 3 _ �_ ..._..................................__...... _..._...._...,... ................... - ' 6 7 S _ _..... .... .. .__.... . . ........................._... _....,.... _. _ .� . ...,................... .._....... __.. _.._. ................_..................... ._._._.__ �_._....... . .................- ..,..._.,.._,.,. ..._.,.,,..._. _ J .__ .._,.,..._.............. .......................... _ .. ................ .. .._- _ ._......... g 10 rc , A. ETI " IR r ­1 C F-1 1 71 C _J a ova Doyle Coffin Architecture. LLC ! 5 E 158 Danbury lload Ilidgefield, Connecticut 06877 i 20314311600.1 2031431 19764 fax info@doylecoffinarchiteeture.cont doylecoffi narehlteetttre.cont_J Bf Structural Engineers N.J. 'tazzaferro,PY.-Professional Eiivineer P.O. Pox 57 s, Greenport,NY 11944 T: 516145715596 E Landscape Architect E Brook Clark Landscape Architects 75) Glen road,Suite 3122 Sandy I look, CT 06482 11 ".t':2031275 19255 C'• , E L -- —-- i f i i E D L FNOTES : I 3 i Ref. North E NEW CONSTRUCTION i 1 FOR THE l Typical Garage Dormer Metal Roof Framing Note: Alum.Standing Seam Panels See SO-1 for Simpson connecters at roof ridge,rafter to wall, _2x10 Ceiling Ties @ 16"oc Ice&Water Shield to 6'above eave wall to wall,wall to base plate&base plate to foundation; I Rosin Paper Slip Sheet Typical Asphalt Shingle Roaf- for fastener Information;and for general framing notes, 12 518"Zip-System Sheathing Architectural Asphalt Shingles 2x10 Ceiling Ties @ 16"oc �ry 3 2x10 Rafters @16"oc ice&Water Shield to 6'above eave i , - � 5/8"Zip-System Sheathing - Shed dormers beyond i RANDE 202 Rafters @ 1&"ocRESMLLfE l W(r 3 Alum.drip edge flashing,typ. + I _ �. + ' ------ -'" 495 ? AUGUST 1�tJrI Garage Exterior Wall Simps I i1 ties `� �� ri F ' l 4 _j 1x3 on 1x10 Fascia,painted ' ' i'� ' ;` ; eac rafter / Cedar Shingle Siding t @ 1x4 V move soffit,painted ` ' Typical Metal Raof DuPont fiyvek DrainWrap ti p t� 44 ii l OR Alum.Standing Seam Panels 1/2"Zip-System Sheathing k 5/4 x 8 Fascia,painted f• j '�// f _ �. Ice&Water Shield to 6'above eave 2x6 Stud Framing @ 16"oc _._.. s Rosin Paper Slip Sheet _, _ 4 i?' r, i/','' ',. '`/ 'f / Ice&water shield to 18"up vertical wall& rISSIIEQ FOR CONSTRUCTION 06/10t2024 5/8"Zip-System Sheathing a, �, iv '� v 3 f/:" s f�% 18"over roof,alum.step flashing,typical __.- _. REVISIONS 2X10 Rafters�16"oc X c> aroi � l ,� � r f Unfinished Storage Loft / DESCRIPTION DATE Ceiling $#orane Shsd �° Align Storage metal roof / Simpson H1 ties / - 5 Closed cornice,match typical eave with eave each rafter - 2x10 Ceiling.foists @ 16"0c @ Wood Ceiling 12 LVL F sh Beam&joist hangers,see framing plans 12"Kneewali 12'"Kneewall 3 m as Garage_2nd Floor _ — -_ _ _ c� , Alum. edge flashing,typ. _ _ _...-�.{ g d)Floor _ 1x3 on 1x10 Fascia,painted I Garage 2n • _ X V-groove fit painted 5/4 X 3 Fascia,painted € • J. .Z..3 i.:.� Alum.dri edge, 1x8 �_ yi`. Typical age p g Typical Floor above Garage Header,see framingtans i 1 nd Subtioor fascia,1/2"soffit-...... 3/4"T&G Plywood Subtinor ', p ;�,,,t.=,: ..`:, _:: .„i��,t.,. ,�. Floor Garag Exterior a 1 above r G 11 718"TJI Floor Joists 16"oc i.,. t. E. 11 T&G @ "r a Ex i r Wall ° @ :;'j`: 117/8"TJI Floor Joists 16 ac Cedar Shingle Siding - LVL Fiu Beam&joist ` <; <� .tE'-:3°s DuPont Tyvek DrainYVrap - i i .F hangers,see framing plans 'Q Typical Foundation Top 2-Car Garage Overhead garage doors - , .f - l 1/2 Zip-System Sheathing EP�INCIP' Al_y �''- � i 2-Car Garage 2x6 Stud Framin 6 oc Checker �.A. Author (2)2x6 PT sift plates - -........... Foam sill sealer r i i 1... { 3 rat Typical Concrete Stab Floor: SCALE 1/4"- 1"-fl"F m 0 5� 314"x12"galy,anchor bolts @ 4'-0"oc, BD m 4"Concrete Slab ; Tvcaical Concrete Slab Floor, leaf Foundation To - -- __ [PROJECT# C ;. Typical p �..._ 1"-0"max in from corners ii 6x6 1.4x1.4 w.w.f.Reinforcing -i , ,, !? : , ' :t- ~ ? i 4"Concrete Slab (2)2x6 PT sill plates Storage Shed 6 fsllil Poly Vapor Barrier 6x6 1,4x1.4 w.w.f.Reinforcing Foam sill sealer CONSTRUCTION DOCUMENTS 6 Mit Poly Vapor Barrier 3/4"x12" alv.anchor bolts 4'-0"oc, 4`06"Shingle sweep 6"Crushed Stone I t @ 6 Cruse one 1-0 max in from corners Level slab •� Pitched Slab i i I i. i_ ',.f:.,-.i.r, Crushed S { — m W . c s 5 , Pitch slab 3"to doors E w..-... � Pith lab 3"to doors 4'x36 Shingle p Garage i ,< -.:.. _:.„..<..i.: ;. _......._.......... __..._ -.. .. . __- _ _ _ - _ d t ___--____� �y i .• f Approx.grade rage... .. _. _�+'_-_______-__ ____. ... ` ` Garage ; 9 3_.. _ui_. , . . _. ,..t. . ... ,: . .... Gab„ A rox.grade a E, , :,.... .•, --•,-_:.w., •. _ �._�• ado _ .. _ _ _ .. w- -�• ry • .:y I t f t N r+i .i v'i. 3 f i II _r :1 I: 01 24"xi2'"Haunch in slab —Typical 10"Foundation Wall: 1EI_Eit _,� .• 10"Poured Concrete Wall , Ical 10' Foundation Wat (2)#5 Bars Cont-@ top&bottom of walls 10"Poured Concrete Wait _ ............. Brush-on Bituminous Damp-proofing (2)#5 Bars Cont.@ top&bottom of walls - k++' . ,. Brush-on Bituminous Damp-proofing �r( 1)0YJ�' t)t'I I?+i Alit ilI1'F.CTLiIIE,LLC 2024 Typical Footing at 10"Foundation Wall: Typical Footinq at 10•'Foundation Wall: tIED . I••j+ 12"x24'"Poured Concrete Spread Footing with keyway 12"x24"Poured Concrete Spread Footing with keyway � rHEEI (3)#4 Bars w/3"saver,sides&bottom ri (3)#4 Bars w/3"toyer,sides&bottom �° � �L i, �� 2 BUILDING SECTION GARAGE SHED DORMER `�;-� _� 1 _SUIL_DING SECTION GARAGE GABLE A3.4 114"=9'-fl" tp A3.4 1i4"= 1'-0" — _- _ _.-_. t+l�` 6/11/2024 2:02:0 5 PA:I 1 2 3 4 5 6 7 8 9 10 _ - _ �_ .. ....._. _. ___ __ ...._......_.._ . ............�. ..... ....._... _... . ___ _�... __ .........__.... _........... ......_.._._.. _. _ .__�__... .-.._ _ - _...._.._......_........._M... _ _ _.._ _ __ __ - - ._..........._................................_....._........__.._...__..................... CONS7 ......... ... .....-_ 1 .�. 3 A 1, THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: DOYLE I COFFIN INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON ' T STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED � � 1$$ E � 1r� V � E CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2020 NYS UNIFORM BUILDING AND LIFE LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE FRAMING AND FASTENER INFORMATION i Doyle Coffin Architecture, IIT.0 SAFETY CODE&SUPPLEMENTS. SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE 15$ Danbury Road MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC. WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOF MARK LOCATION SIMPSON TIE# INSTALL NOTES TT irlefield, Connr ctimit 06$77 THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT 2031431 1600 T SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. ROOF RIDGE LSTA/15 EVERY RAFT „ 203143119764 fax 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) 3. WALUTO-WALL ASSEMBLY: 20 GA-I i x 15 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT info@doylecoff'inarchitectuTe.com RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR CONNECTIONS IN ACCORDANCE WITH TASLC 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE 2 RAFTER/WALL LSTA/16 EVERY RAFT �GA-1 j"x 16 doylecoffinarchitecturexom CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK THERE ARE NO WARRANTIES FOR ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. B ' 3 WALL WALL LSTA 21 EVERY STUD -I„ A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 4. WALL ASSEMBLY TO FOUNDATION: / / 20 GA-1 x 21 Structural Engineers 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF,INCHES IN 4 WALL/BASE PL RSP4-B+M EVERY STUD 20GA-2 x412 � N.J. Mazzaferro,P.E.•Professional Engineer ° OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. CONCRETE FOUNDATION AND 9LAB-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR P.O. Box 57 S. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS 5 BASE PL FOUND 1" 4'-0"O.C. ADD AS NEEDED Green port, NY 11944 ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE / s O ANCHORS � P T:516145715596 ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE 3,2a.IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 642 INCHES FROM - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT FOUINDATRON NOTES THE END OF A SILL PLATE AND ALL CORNERS. - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: IRC CODE-2020 TYKE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF A INCH WOOD STRUCTURAL PANEL ON THE TABLE R602.3(1)-GENERAL i 1.. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6"O.C.ATHE PANEL EDGES AND 12 O.C.IN THE TABLE R602.3(3)-SHEATHING DETERMINE INTENDED HEIGHTS OF FINISHED FLOORS)ABOVE TYPICAL GRADE. FIELD,AND a INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT TABLE R802.5{9}-FRAMING-ROOF 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 7"O.C.PANEL EDGES AND 10"O.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH 3. PROVIDE 2"EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ASuTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. PER SPEC 1609.1.E-2015 IRC+NYS 2017 SUPPLEMENTAL DESIGN- � L......_..........................................._............__..................___..__..... ... WIND SPEED IS 130 MPH MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: 4. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" TYPE 11 EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE G THICK SAND OR GRAVEL FILL WITH 6x6 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4" APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. NAILING SCHEDULE THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). 7. INTERIOR SHEARWALL CONNECTIONS: 5. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE ; CAST IRON FOUNDATION VENT FOR EVERY 160 SQ/FT OF AREA. INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN ROOF FRAMING:PER 2020 IRC-CHAPTER 8 6. DAMP-PROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. L__ _. __.. _ ...__._........ ..._._............._. _ _.__. __ _ WALL FRAMING:PER 2020 IRC-CHAPTER 6 N.Y.S.RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ___...___..........___........._. ..... ............... ...___...._ __ _ BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN FLOOR FRAMING: PER 2020 IRC-CHAPTER 5 NOTES 7. DRAINAGE AS REQUIRED BY CURRENT N.Y.S.RESIDENTIAL CONSTRUCTION CODE. ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE ROOF SHEATHING:PER 2020 IRC-CHAPTER 8 WITH TABLE 3.5. CEILING SHEATHING:PER 2020 IRC-CHAPTERS 9. CATHEDRAL CEILING ASSEMBLY: WALL SHEATHING:PER 2020 IRC-CHAPTER 7 WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE FLOOR SHEATHING:PER 2020 IRC-CHAPTER 5 NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO FRAM �9 EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE IJNG OTESRIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND D ADDITION WOOD FRAMING CONSTRUCTION MANUAL. �° ROOF SHEATHING REQUIREMENTS FOR WIND LOADS 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. DEC DOUGLAS FIR. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG.FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER, f BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. 4`PERIMETER 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON EDGEZONE # OPENINGS.BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO INTERIOR ZONE 8d COMMON @ 6"O.C. Bd COMMON @ 12"O.C. OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM j INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS, GABLE END-ALL RAKE FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING.USE 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND I- AND RAKE TRUSS A MINIMUM s DIA x 8„LONG ANCHOR BOLT WITH WASHERS AND NUTS.FOOTINGS SHALL BE 3 FT, I ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. BELOW GRADE.PORCHES WITH COVERED ROOFS SHALL HAVE 12„DIA CONCRETE PIERS FOR THE WALL SHEATHING REQUIREMENTS FOR 1lVIN® LOADS 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. € BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT S'-0"Q.C. CAPACITY UNLESS NOTED ON PLANS. 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL LEDGER TO BE FASTENED TO BUILDING WITH INCH DIA.BOLTS WITH WASHER AND NUTS WHERE SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). z .. _ _... .... .................................... ..._. a. NEEDED. __.__...., . ..._... _ S. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. 4'EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. ; �- E WHERE APPLICABLE UNLESS OTHERWISE NOTED. " 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8-0 O.C..USE SOLID BLOCKING IN FLOOR JOISTS ANCHORED TO GIRDERS}. INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NEW CONSTRUCTION UNDER ALL BEARING WALLS. FOR THE S. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL � -� { 10. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM ill THICK,4 PLY FIR CDX BUILDING. EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. 11. UNLESS OTHERWISE NOTED USE 4"THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUSFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER 5UBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. CLIMATIC GEOGRAPHIC DESIGN CRITERIA I � SEEI.�- DE 12, ALL BATHROOM WALLS TO HAVE "THICK MOISTURE-RESISTANT SHEETROCK,GARAGE WALLS AND 1, ALL WATER SUPPLY DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL X CEILINGS AND OVER FURNACE TO HAVE j"THICK TYPE- SHEETROCK.ALL OTHER PARTS OF BUILDING CONSTRUCTION CODE. RESIDENCE TO HAVE REGULAR "SHEETROCIt.ALL WALLS TO BE TAPED AND FINISHED. GROUND WIND SEISMIC FROST WINTER ICESMIELD I 2. VERIFY SEPTIC SYSTEM WITH THS ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. FLOOD � SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 13. ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS I :APPROVED rQUAI_:FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM WORK,PROVIDE ADEQUATE SPACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY , Tt TORCH DOWN TYPE MATERIAL OVER. WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND 20 PSF 1.30 B SEVERE 3 FT. MODERATE s�tcHr:o 1.10 NONE - I ; 495 AUGUST -GOAD 14. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO SPADING PERMITTED, TO HEAVY MODERATE I } BE INSTALLED WITH A FOAM SILL GASKET`AND COP-R=TEX TERMITE SHIELD OR APPROVED EQUAL. EEI PO T, NY 11944 E, F1SSUED FOR CONSTRUCTION 06/10/2024 REVISIONS 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND E PLAN CONTENTS j SAFETY REQUIREMENTS. 2, HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE :L ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. OCCUPANCY CLASSIFICATION RESIDENTIAL 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. � 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION BUILDING HEIGHT t27.5'ABOVE AVERAGE GRADE ! P31.4 AND R31.G OF IRC. DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NEW YORK STATE ENERGY NOTES SOIL NOTES FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 1, THIS DESIGN COMPLIES WITH THE 2020 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2020 IRC. PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED, �- ---- _--..... .I L C' 2. COMPACTION OF NEW FILL"SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM (LIVE LOADS PS1F) DECKS 4O j _.......�.._..-- __... __._ _EF D 1557).COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A ATTICS W/0 STORAGE 10 PRINCIPAL PTC P.A. EEF ATTICS W/STORAGE 20 �mm. PROFESSIONAL AGENCY FOR COMPACTION. _ ,�, ROOF(GROUND SNOW LOAD) PER NYS 301.6 11 COB NUMBER 103] SCALE ^ AS NOTED 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. ROOMS(OTHER THAN SLEEPING) 40 ROOMS(SLEEPING) 30 ; , CONSTRUCTION DOCUMENTS FIRESLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE STAIRS 40 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER N017 E GUARDRAILS(ANY DIRECTION) 200 HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP -- STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION t y PROVIDE�"T YPE X SHEETROCK FIRE STOPPING AT 10'-O"MAXIMUM DISTANCES FOR NON EXPOSURE CATEGORY DESIGN FOR CATEGORY C STRU Co"'TU RAL THE FOLLOWING LOCATIONS. s I 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,ATTHE ACCESSIBLE AREAS. CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE NOTES FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR WITH ACQ. (ROOF-FOUNDATION) AND GENERAL NOTES GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. I NAILING SCHEDULE SEE GENERAL NOTE PAGE .----- ___.........� ROWS OF STUDS OR STAGGERED STUDS, tx7tt.t;Cr.�f l"! A3trt[t'1'r;crt rr,ta.r. 2o24 ! 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS ___.... . -•-, - t�, I� �OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE CSHEET_ ! I`_��,'f�� �� H 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. v ��ti? T ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. �� FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 4. AT THE OPENINGS AROUND VENTS PIPES AND DUCTS AT CEILING AND FLOOR LEVEL TO RESIST . THE FRET:PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. ENERGY CALCULATIONS NYS ENERGY CODE(2018 IECC amended) RESIDENTIAL CODE. 0 sot L OF N 1 2 3 4 5 6 7 I 8 9 - 10 _ _ J_ . _............ ..... _._._.. _...._....._............................... L ...... _ _ _ ._ ____ _ __._ �_...._.........__... _._.__ _... _. _. _..._.-.......-..-..............._......._................. 1_ .........._.._.__..__. _......_......__.......__......_...... _ __ _ ____.....�__._._...__._._.... -- 1__......._._....... 3 RAFTER A€ YL'., U U I" 1 F I N V U 1 ' s NEOPRENE GASKET -- RAFTER TOP PLATE ! ARCHITECTURE RIDGE ROOF JACK — - t 1 t i l� WALL STUD Doyle Coffin Architecture, LLC ROOFING LAPS FLASHING l58 Danbury Road--~- AT SIDES AND TOP Ridgefield, Connecticut 06877 203143116001 FLASHING LAPS ROOFING --- -- 2031431 19764, fax LOCATION USP NUMBER DESCRIPTION APPLICATION AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION info@doylecoffinarchitecture.coin ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH RAFTER RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER doylecoffinarchitecture.corn TOPLATE L..__..._._..._.__ ...____._....._._..__ _........_......._........ . _ _.._. ROOF JACKS&VENTS DETAIL B ; PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES _•__.. Structural Engineers TO EACH STUD N.J. Mazzaferro, P.E.-Professional Engineer ETAIL 2 DETAIL 'I D DETAIL 3 N .T,S. N .T.S. N.T.S. P.O, Box44 Greenport, NY 11�J4 T: 516145715596 THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQ. RIDGE CAP OF SAME RAFTER �.. ... _....___.e__.._..........._...._._...._.. MATERIAL AS �_... .___.. _.__.,.. _... _._ . .__-_-___---.__ � _— C; RAFTERS *,MA'1'NTAINTILATION ROOFING NAILED TO BLOCKING SHEATHING TOP PLATE 2x4 LEDGER � '� THROUGH VENT LEDGER e 2x4 SOFFIT JOIST WALL STUD FASCIA RAFTER GUTTED? RAFTERS 1�.CONTIN.SCREENED VENT 12 NOTES CONTIN.SOFFIT --� ATTIC SHALL BE PROVIDED WITH A /EXT.PLYWOOD MIN.NET I=REE VENTILATING AREA PRE-MANUFACTURED KEEP SHEATHING NOT LESS THAN A-0 Or T14E AREA ROOF VENTILATION/SOFFTTED RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION RIDGE VENT FOLDS MIN.1-1/2"FROM LOCATION USP NUMBER DESCRIPTION APPLICATION OF THE SPACE VENTILATED.ALL EAVE DETAIL 2x6-2xS LS26 i8ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER OVER RIDGE TO PEAK TO ALLOW 4"-6" RT10 1.0-3/4"x 18ga CONNECT TO EACH RAFTER OPENINGS SHALL BE COVERED CONFORM TO SLOPE FREE AIR PASSAGE WITH CORROSION-RESISTANT OF ROOF IYDOWN ANCHOR METAL MESH OPENINGS OF Q"IN 2x10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER 6"-1.2" RT20 21-1/8„x 20ga CONNECT TO EACH RAFTER DIMENSION. 3 D E f DETAIL 4 DETAIL 5 DETAIL 6 DETAIL 7 N .T.S. N .T.S. N.T.S. N .T.S. i f " 4 Ol i t d j i 1 p O O O O O I FASTENER TYPE: SPACING: f ........... . _ _...._ ...�....... .........._..__.._.._._...._. ..._........ E ! C} �' ANCHOR WITH CREW BASED 16"O.C. O O O O O __ .. .__._._.. 3 , EMBEDMENT LENGTH NEW CONSTRUCTION r r�+ i ! II No.10 WOOD-SCREWS BASED 16"O.C. r 1E ANCHOR WITH 21N. t EMBEDMENT LENGTH O O O O O O O J"DIA LAGSCREW BASED 16"O.C. ANCHOR WITH 21N. SEELrGRANDE EMBEDMENT LENGTH. RESIDENCE O O 00 O O O 495 AUGUST ROAD fj 2"APA RATED SHEATHING 2x4 DF#2 STUDS i� GRADE PLYWOOD GREENPORT, lY 11944 (ALTERNATIVE:�"O.S,B.) F ; 2"APA PLYWOOD SHEATHING - O O O O �-- -- - - --__......... ISSUED FOR CONSTRUCTION06110/2024 2 p 4 Q WINDOW SILL REVISIONS i O O OT O O i FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED 8"O.C. ANCHOR WITH 21N. j EMBEDMENT LENGTH O O O O O O7YR WINDOW OPENING ' No.10 WOOD-SCREWS BASED 8"O.C. I ANCHOR WITH 21N. PANEL SPAN EQUAL OR SMALLER THAN 4 FEET I EMBEDMENT LENGTH 0.1 L..._. .._..... C _.' I "DIA LAGSCREW BASED 16"O.C. O O O O O [:PRINCIPAL PTC P.A ______•.__.____ EEF ANCHOR WITH 21N. EMBEDMENT LENGTH. COB NUMBER N j1 5 EsC ALEJ AS NOTED MULTIPLE PLYWOOD s ASSEMBLIES(2)2x4 DF#2 i CONSTRUCTION DOCUMENTS STUDS CONNECTED TOGETHER S WITH STAINLESS STEEL OR GALVANIZED BOLTS W/WASHERS AND NUTS @ TV O.C. D ET A[LS IP41FID-BORNE DEBRIS F PR06"1"EC*'1'"10N 'E'"_"0R �....... .........._.._................_... ............ .„._ ...... -,... ..... .. ._,...�. c c:orrt�ARCHITEC�rcRF,1J.0 2024 AS PER SEC.1609.1.2,2Oi5180&NYS 201'7 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) l�� �, �I`s��E r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A �� �, H MINIMUM THICItNESS OF� "AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO uu w�,r STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO t+ ►; � ' '`, SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4.OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR : I/ d DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT To SIZE � _ * �_.,• �,� �; AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. "h � r' ,' a``-: ; sO - p 4� - F L ................_.__._. _J ._ _ �._.__.. l_.. _..__....._.__........_...w_.... ._...._. _................... �._. _.....___..__....... ....____.. __. ...__..._.._.. _1_...._ s 10 _L_ _...__......_....._ ._ .._._..._ _—-......_...._ . . _ . .._ _. _.._I_..___ -- SUBFLOOR 2ND FLOOR WALLJOIST _ ._..._. ,STEEL BEAM ! A IT111 --- SUBFLOOR I W --- WOOD JOISTS 4"DIA MAXIMUMMIMI"j, 1 -' 0*'kff"*FIr N ,,..�---- 2x6/2x8 CONTINUOUS WOOD ARCHITECTURE PLATE BOLTED TO STEEL SEAM f SST I"LOOK WALL --- �----- SUBFLOOR WITH z"DIA,BOLTS @�4€3"O.C.STAG ! i —— JOIST 4"x I"x 8"STEEL TOP AND BOTTOM PLATE 4 D I � C STEEL BEAM " Doyle Coffin Architecture, �, STRAPPING TO BE ATTACHED TO WALL STUDS Q 48" WITH x 6„ANCHOR BOLT 2 GROUT i 158 DanburyRoad OC AND ALL WINDOW/DOOR OPENING JACK STUDS — PLATE(BOLTED TO BEAI�fi} � I _ ____- -- s"STEEL COLUMN t�C KIPS) - Ridgefield, Connecticut 06877 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION F "' ! 203143116001 4�"-8" LSTA36 i 1/4"x36"18ga.STRAP INSTALL 410"O.C.AND JACK 203 4-31. 976 fax STUDS ON ALL OPENINGS NOTCH JOIST AND ADJUST HEIGHT(WITH A ; info t?doylecoffinarchitecture.c t)m NAILING PLATE IF NEEDED)TO BE APROX. TYPICAL BEAM DETAIL ' daylecoffinarehitectumcom j 8"-16" LSTA48 21/4"x48"16ga.STRAP INSTALL 4'0"O.C.AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW I ' Jf B STEEL/BOTTOM BEARING STUDS ON ALL OPENINGS FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING Structural Engineers 1 N.J. Mazzaferro, P.E.-Professional Engineer ' If P.O.Box 57 : DETAIL 8 DETAIL 9 RETAIL 10 DETAIL 11 Greenport,NY 11944 N,T.S. N.T.S. N .T.S. T:516145715596 N.T.S. r ._.....-__._._...._...._................................. _........._.-__. ... ,. _._.. .� i i L .................. ............................ ............. _...................... is C • ENDWALL KING STUD ! � o � 4 i • CRIPPLE STUD r-- 4"DIA MAXIMUM SIDEWALL WOOD JOIST HEADER - -- L-- _J w.._... f NOTES FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER ---" - JACK STUDS 1ST ADSS NflLb DOWN ANCHOR CONNECT T01SIDE OF ALL CORNERS Q I TO FOUNDATION W/ANCHOR BOLTS 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER ON BOTH SOT.PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION ` AND TOP PLATES OF 1ST FL,CONNECT JOIST TO RT10 TYDOWN CONNECTTO THROUGH THE FLOORS TO EACH OTHER HEADER ANCHOR EA.JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION GIRDER/Wj THREADED ROD. GUARD RAILING D 6 ALL OPENINGS LSTA1.2 1-2/4"x='20GA,STRAP APPLY TO EACH JACK STUD � 4 ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ! i t � i • s 1 f 1 ' F ! E IDETAIL 12 DETAIL 13 DETAIL 14 DETAIL 15 ! M.T.S. N.T.S. N .T.S. N.T.S. I3 3 4 I WALL STUD = 1 _.... .. E METAL STRAPNEW CONSTRUCTION VTlt . ��_++ . .,_....__._. T I ARM BOARD --- DBL.SNiELD SILLTGEASKIEI �. ULT ® SILL PLATES) - • . ° ( 1� T �E • a ,. , ANCHOR BOLT EMBEDMENT. G m. "•> �•". POURED CONCRETE:7" i FOUNDATION - „." -� " • BLOCK WALL:15" I a USE WITH 3x3 SQUARE WASHERS STRAPPING TO BE ATTACHED TO WALL STUDS 48" (USP LBPSS$) WOOD JOIST P844 POST ANCHOR OC AND ALL WINDOW/DOOR OPENING JACK STUDS BLOCKING CONC.SLAB t AS RE } SEED D I ANCHOR BOLT CONNECTION FOUNDATION �S'DIA ANCHOR BOLT RESIDENCE I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION SUPPORTING MAXIMUM SPACING WOOD GIRDER j 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SILL PLATE TO FOUNDATION I STORY 72"OC .• ' STUDS ON ALL OPENINGS (CRAWL SPACE OR FND) { [ z ,. DECK PIER PER PLAN J AUGUST ROAD SILL PLATE TO FOUNDATION 2 STORY 8"DIA. 8"-14" LSTA30 1 1/4"x3O" $ga,STRAP INSTALL 4'O"O.C.AND JACK 36 OC g STUDS ON ALL OPENINGS (CRAWL SPACE OR FND) PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED CONC. E El 1iQ11T� NY 11944 AND OVER OVER BEARING WALLS AND HEADERS. -� PIER F WALL BOTTOM PLATE TO 1-2 STORY 57„©C �, y � ........_..... , y ( _ 14"-16" LSTA36 11/4"x36"18ga.STRAP INSTALL 410"O.C.AND JACK FND.(SLAB ON GRADE) STUDS ON ALL OPENINGS !ISSUED FOR CONSTRUCTION 06/10/2024 F • REVISIONS j t i E j DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 i I4.T.S. N.T.S. N .T.S. N.T.S. ` i s 31 3 ! � 3 CONC SLAB 6 MIL.POLY CR.!NCIpAL � C'a______ EEF GRANULAR FILL COB NUMBER 103] CCALE._................. AS NOTED 11YP.CONC.FND.DAMPPROOF � : STEEL COLUMN EXTERIOR 6MIL POLY ON EXT. .:. , CONSTRUCTION DOCUMENTS CONC.SLAB i WOOD JOIST COMPACT FILL tltl KEYWAY FOOTING. GIRDER/HEADER UNG CONC,FOOTING. ----- ' FRAk WOOD JOIST I ( REINFORCING BAR IDETAILS li DRAIN TILE ---1 MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 24"x24"x1.2"CONC.FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, �� r, a t`thk `r)F't ll� AliC11I'rF.CI"l.i� ,1.I.c 2t)_I SET FIR JOISTS APROX. HIGHER THAN LVL HEADERS TO TYPICAL CONC.FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. ,� I-D ABC H WHERE NEEDED FOR STRUCTURAL BRACING. h ( T. � r�4,� (SHEET Q CIETAIL 20 DETAIL 21 DETAIL 22 PI .T.S. N .T.S, N .T.S. �_._ ._-... L 1 2 3 4 5 6 7 8 9 10 _.. ..........— —_ ..._.._�_._._...._ .......................... .-....._...._......._.........__...... ___.__...._.. _ _ __ ..... _l___ _...._._ �............._............ _..... .. _ __.._ ) ................................................. ..._.... . A T : g� M TJ1=. I Doyle Coffin Architecture, LLC 158 .Danbury Road I Tlidgefield. (.'onnec:tic ut 06877 I 203143116001 203143119764fax j info(?doyleeoffinarelaiteetta re.(�om doylecof finarel,:itecture.c•om Bi Structural Engineers N.J.lllazzaferro, P.E.-Professional Engineer P.O.Fis,x 57 Grcenport, 1\TY 11944 T:516145715596 Landscape Architect Brook Clark Landscape Arebitects 75 Glen Road,Suite 312 Sandy llook, CT 06482 T: 203127519255 ..._........ r C i ! L - 1 L ....... . ...................._..........._............. . ... ........._. t 4 D :.. - NOTES .... . _.. 210 eayet w w ! r�12hj sfs a r Ref. Nortf / sr '2}T� °C ! - ( °Is s ca9,60 dtng ! JJ�'� n 7© NEW CONSTRUCTION 'r� c o � fjr� .- Rf1`�r ".�. 9✓°Jsfs@ 7s�0e �',V THE @ r OC (2)Jacks etween windows ✓�`�'(0 w Simpson LSTA15 m y S \ K � .. '-.,.. ..... � each rafter,typical - /.2si" '^*� 'mow,,@ 76'n`���+rs ' �"" `' -�``�, '`o - ... �f p, a��rs /.�•, �3�2X r2 -,. -- ✓°Jsfs� �j � Q { w w J t ^ '`a�fGar`� w s`OC f A.J �Li ..w for 4� 4,95 AUGUST ROAD F # Simpson LSTA16 000 @ (3)2x4 Post �m each rafter,typical -- L � �r� (� [i�+�i �� IN Simpson Ht12.1111 Joist Hangers,typ. L 17 .L►1�1�i � �I 1 11944 — - 0) &,Rafe ' 7✓f �� f 1 CONSTRUCTION 0 . .. kT? OC rs �' w J ! ISSUED FOR C N 6/10/2024 �` as S' t REVISIONS k"o QmF DESCRIPTION DATE w � `•w. fI !, b (2)Jacks,(1)King i ` 4 each end of headers-w 00 F' _ 7 6 a ,ers lye { C 2� der ( J Tp N ! , QI~ G �.. ' ?✓�;sts �i/in J °g>� 2Xc �Q. ° rs �,--(3)2x6 Post ar - _ _� . _ . g J A- . p i z 16n j '� N w ry e " w " t n, CRtNCIPAL Checke� C.A, Author 2XJ � CROJECT.#..................1035] SCALE 114"=V-0"_ r Or CONSTRUCTION DOCUMENTS t ae rs iGarage Framing w` Framing Nate: See SO-1 for Simpson connectors at roof ridge,rafter to wail, wail to wall,wall to base plate&base plate to foundation; Plans r " for fastener information;and for general framing notes. i C� D0)j IaNIN ARCHITECTURE,LLC 2024 _._ .._.... _... ............. — i - - ,� ' !4!QC `l f SHEET_ . __. _. H E �^+^+G'� G2 GARAGE ROOF FRAMING PLAN _... _ _ _ 1 _ GARAGE SECOND FLOOR FRAMING PLAN S1-4 1!4 — 1-0 51-4 1/4" ' T 0-'50ZJ1-' 0 L� Its,C?f, i'ti�.�• J 6/11/2024 2.02:37 PM 1 2 3 4 5 6 1 7 8 9 10 t ELECTRICAL SYMBOLS ___-__.__.............n__ SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE SYMBOL TYPE ; a Smoke Detector - -- Fan/Light Single Pate Switch =� Duplex Outlet -�T� Telephone Outlet �S� Speaker ;( Carbon Monoxide A, cc Detector Low Voltage 3 Way Switch Quad Outlet - Data/CAT5 Outlet JB Junction Box D I - } Ceiling Mounted Fixture Q� Track 4 Way Switch f "I g = 220V Special Outlet t1i� Cabletfelevision Outlet rl ?a Service Panel Pendant Fixture =::( Linear LED/Fluorescent Dimmer = CFI+46~ -- Fa� Ground Fault lnterupter Garage Door Opener Entrance Meter fi �'� , r�� t �. _ � a Recessed Fixture lipSpot Lights Motion Sensor — WP Weatherproof Outlet Doorbell Button Recessed Waltwasher ? Keypad Switch -- Switched Outlet �T - Doorbell Chime Doyle Coffin Architecture. LV Wall Mounted Sconce :Q-- Floor Outlet (T-) Thermostat 158 Danbury lioad Ridgefield Connecticut 06877 20314311600t 203143119764 fax info@doylecoflinarchiteettire.cone L doylecoffinarchitecture.coni Structural Exoneers N.J. 1,'lazzaferro, P.E.-Professional Engineer P.O. Box 57 Greenport,NY 11944, T:5IG14.57(5596 L F_ } Landscape Architect Brook Clark Landscape Arc•hitect5 75 Glen Road,Suite 312 Sandy Hank,CI'064.£I2 I T: 203(275(9255 F c I E L L _.._.. .. j . ......... .................. .,. .� f [t i D , - .: vs t NOTES rr � Ref. North r ! E r 7Y Up to 2nd t _.._.. ._ floor fixtures Down to snitchNEW L' 1+'V CONSTRUCTION ! ! Garage Door Opener J! FOR THE ;� . r' ♦ 1 � rrr RESTDENGE 495 AUGUST ROAD 1 / Garage poor C7pener i SSUED FOR CONSTRUCTION � r O6I1012024.: t i REVISIONS A DESCRIPTION DATE�/ A r i 1 `, 1 G ! ' To house switch PRINCIPAL PTCJP.A-_ _EEF� PRQJECT# 1035j [SCALE 1J4"=1'-0"� CONSTRUCTION DOCUMENTS 'e Garaq Plans L _ _^ [`((� f}C�.1;lyl t I-i'IN AIicim ,11ME.LLC 2024 r_ rah ! ,r{,c ` ./ -1 i SHEET HI "w T%C 2 GARAGE SECOND FLOOR REFLECTED CEILING PLAN 1 GARAGE FIRST FLOOR REFLECTED CEILING PLAN ,r E1.4 1/4'=1:-0" __ _._ ., .. E1.4 1/4"=11_p" _ 4 '€ i 'eN �, G/I I/2024 2:o2:I6 PAI