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Home My WebLink About51321-Z CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST IYME MODEL HOMES 128 BOSTON POST ROAD ■ EAST LYME,CT 06333 1 aawesaw f c ON N E C T I C U T RHODE ISLAND DESIGN STUDIO 271 PU,TRMD, fV�\/!!// VA•\/// I VALLEY HOMES WESTERLY,RI02881 I Bae-:lnexsx ITHF73 PLAN- HAVE BEEN EXTRACTED FROM Ai-'G'kOVED BUILDING SYSTEMS FILED WITH THE STATE, fDWF 11/13/23) CUSTOM HOME PLANS FOR - S -- l� , FISHERS ISLAND RANCH #6 HU1LL111u LL:_.AI,LIIV. OFF EAST END ROAD @ FIDCO GATEWAY NY, CERTIFICATION FOR MD➢ULARS FISHERS ISLAND,NY 06390 YES X NO _ SUFFOLK COUNTY THE FOLLOWING ELEMENTS OF CERTIFICATION STALE DATE DRAWN BY REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HEME ARE AS FOLLOWS: SDD PRELIM 3/14/24 SDD 1) DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION 2)NOT DESIGNED TO BE MOVED ONCE 1N7TALLED, FINAL 3/24124 ACS 3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIJNALLY RECOGNIZED MODEL STAMP SET 05/02/24 DJS BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT REV.FINAL 5/15124 ACS TO TITLE 11 OF THE NATIONAL HOUSING ACT, AND 4)T❑ THE MANIJFACTUPER'S KNOWLEDGE IS NOT INTENDCD TO BE USED OTHER THAN 'OlV A SIZE-Ti'UILT F'EF'IMfi1VE1VT F➢t11VL7ATIDN. --�1N ,uFn r71»Na ~ w a" = CORNER BOARD � ~w � o= 4/4 VINYL SIDING FINISHED FLOOR A�1 FINISHED GRADE /ACCESS TO GRADE r+ 4"VINYL �'xfi VINYI •,'W�ViIUW 1'RR3 "YYftAV1'LK"5'R:'M j ••• 5 EXT.PVC KICK PLATE FRONT ELEVATION SHIPLODSE SIDING 7� \ I 71hIK HC Ti f7177,, ----- -- - -- r CO o (V w it I U o MNYL i "CORNER BOARD fill C, 3 THESE PLANS HAVE BEEN EXTRACTED FINISHED FLOOR FROM APPROVED BUILDING SYSTEMS FILE WTH THE STATE. FINISHED GRADE REAR ELEVATION 2476 CUSTOM RANCH SHIPLOOSE SIDING - �7 THE'PE,lR'OF C-/ �_ I L�r�,s`!i P6RFE CTION /JOjfEso,-PA, LLC. 7172 ROOTS'572 ,V/DDLE'BL'R6; PA 17,9" PNONE.•(570)897-2898 JOB # 84560 )DOTE 18103 �F N� «EP'A` 0000000 �Q ,I\ W"sc) �O -ILE MANE A18103 *** OPTIONAL FEATURE. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT co oTATE: NY p C p THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE �. `- WORK TO BE PERFORMED BY G.U•�{., THEA (FMH) IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YOPI: STATE SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED HY DOS, A APOSUREPPLICATION DIPECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER yV -ATEGDRY C NO. FLED 2022-075,MANNER, ACTUF'E R'S N0, M116fl, WHICH HAS NOT BEEN 1 C` MODIFIED IN ANY MANNrR, THE DRAWINGS IN ANY WAY TO CHANGE THE STF'UCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS = ,NOW 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTDE THEEFED THE DRAWING WITH ALTERING ENGINEEON R SHALL LD FIXBy "HIS SEAL DTBY ZONE: GO PSF Ll NOTED ON THE CONSTRUCTION AGREEMENT ENERGY CODE)KANOAIS IIVNFUGL COMPL�ANCEObITH CONSTRUCTION ENERGY�OTIE HIS SIGNATURE, THE IPTION THE DATE OF SUCH ALTERATION, AND A SPECIFIC �89342'� WIND 106VaSd/137VultMP p'sL/'z tu��L WIND 30 PSF May 28, 2024 ;GALE: 1/8"= 1'-011 PAVE # A1 . 1 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LY1NE MODEL HONES I28 BOSTON POST ROAD ■■ EASTLYME,CT 053331 rr �� yuwesaew C O N N E C T I C U T RHODE ISLAND DESK3N STUDIO 27 1VALLEY HOMES WESTERLPOSTR Y,RI 07B011 NS-A742SI ri-7—% PLANS HAVE BEEN EXTRACTED FPUM APPROVED HULL DI NG SYSTEMS FILED WITH THE STATE (OWP 17/13/23� CUSTOM HOME PLANS FOR FISHERS ISLAND RANCH #6 BUILDING LLC.AI]Llr] OFF EAST END ROAD @ FIDCO GATEWAY FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY SDD PRELIM 3/14/24 SDD FINAL 3124124 ACS STAMP SET 05/02/24 DJS REV.FINAL 5/15/24 ACS 1e - 7 - TI N-IS HE F CEI Cl-HG I - W U= c I o W a• wNn = CORNER BOARD L G4/4 MNYL slDmc z Q' 3 I FINT`_HED FLGOR FINISHED GRADE ACCESS TO GRAPE w«� LEFT SIDE ELEVATION curol nncc cln7nlr � 1 12 7� 71171--HE F CEILINGLj - �I r (U= 4 � o w 4" NNYI I j= CORNER BOARD N 0 4/4 VINYL SIDING � s I FINISHED FLOOR - - THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE FINISHED GRADE WITH THE STATE, ACCESS TO GRADE •.. RIGHT SIDE ELEVATON 2476 CUSTOM RANCH SHIPLOOSE SIDING PERFECT/ONE P�'X HolffI sl of Pa. LLC. 7/7Z ROUTE SZZ &IBBLEBURC, P.4 /7B4Z PH4NE.•1'570/837-2333 JOB 84560 'L1�1E 18103 OF Bo fly aER,AL 0000000 �^ 0 1LE NAME: A18103 �Q` /A- O� - *** OPTIONAL FEATURE: * STATE; NY 'TO THE BEST 0� MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN 13EPIVE➢ FROM IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE t e1J L)!F'GGUFE NDER THE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH FLANS PREVIOUSLY NO APPROVED BY DOS, APPLICATION DIRECTION OF A LUCATION LAW ICENSEDR ANY PPROFES PROFESSIONAL ACTING ENGINEER,TO ALTER -ATEGORY: C NO.IFIEB-N ANY 75, MANUFACTURER'S NO M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN C OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNEF'. OR INTENT, IF A DRAWING BEAFING THE SEAL OF AN ENGINEER IS `, NOW SEAL NOTED ON THE CONSTRUCTION AGREEMENT 5 OFENEWEPGY YORKFOR STATE OF FMH PLAN HAS BEEN PREPAREDENERGY CONSERVATION CON TRUCTIONSCnODECHAPTER THEE DRAWING WITH ATHEINNOTATIONERALTERED BYSHALL Ax' FIOLLCWEDTBY �^089342� V ZONE; 20 PSF (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE ❑F ON, ALTERATION, AND A SPECIFIC ~�QO NPy ZONE: 106 Vasd/137 Vult MP DESCRIPTION ❑F THE ALTERATION, FES S'O _ oAD: ` 30 PSF May 28, 2024 ,CALF: 1/p"= 1'-01 1 'AGE R: A1 .2 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST L111E MODEL HOMES 129 BOSTON POST ROAD L� EAST LYME,CT 06333 1 ICONECTICUTN RHODFisL�oDeSIGNSTUDIO VALLEY HOMES WESTER27 LY RI 02881 1 SE&217-8252 I-THESF FLANS HAVE BEEN EXTRACTED FRO;APPROVED 1 �>IUILDDJG SYSTEMS FILED VIT_H 2S STATE. <DVP 11/73/23)J r — — — — — — — — — — — — — — — x IMP❑RTANT NOTE 1 , CUSTOM HOME PLANS FOR G&Y R 60 S-------------- ALL FLOOR C❑VERINGS TO BE PROVIDED BY BUILDER, 12uc3led YGaK STATE Ut -ruiui rvzz mz.-ipr,mH A�;z9 THEREFEIRE IT IS THE BUILDERS REI.PLNISTBILITY TO FISHEERS IvLAND BUILDING CODE (WHICH INCORPORATES BY REFERENCE), i 12020 RESIDENTIAL CODE OF NY$ IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR RAISING RANCH #6 12020 ENERGY CONSERVATION CQISTRUCTION CODE OF I LNYS 2017 NATIONAL ELECTRICAL CODE______ L _ D❑ORS_CABINETS, ETC_PRI❑R TO CONSTRUCTI❑N_ — J BUILDING LOCATION GLENCO SYSTEM CALC'SI + OFF EAST END ROAD ALL EXT, LOAD BEARING HDR'S+ WITH SPAN OF 6'-4' @ FIDCO GATEWAY OR LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL 76'-1' FISHERS ISLAND,NY 06390 BE SPECIFIED. ALL REQUIRED JACK STUDS SHOWN ARE SUFFOLK COUNTY 2x£ SPF ALL M/W HDR'S+ WITH SPAN OF 8'-1' OR LESS WILL I1'-9 1/2' UNIT `E' 1'.'-9 1/2' UNIT 'F' STAGE DATE DRAWN BY SDD PRELIM 3/14/24 SDD BE (4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED, 10'-11 1/2' 11 10'-11 1/2' FINAL 3/24/24 ACS rTISSUE HOLDER - 28' A.F.F, , 6'-7 1/2' 5'-2' 5'-2' 6'-7 1/2' STAMP SET 05/02/24 DJS TOWEL RING TOWEL BAR - 4 4'ABOVE VANITY TOP 1 SAFETY ® ® SALTY I REVYINAL 5/15124 ACS GLAZED DH2940 DH2840 GLAZED ROBE HOOK - 72' A,F,F, — — — ♦P. .2. - rwruEi NVD24 vB30H 1 • +� VB30B V024 - L/2-PLYWOOD EXTERIOR WALL SHEATHING J o u O 4� - — — — — — � � 'oyl�F 44 c in rLxNOTE+ , f�91CL161 _ CUT BACK FLOOR SHEATHING 11' EACH All M x LSIDE OF MARRIAGE WALL OPENINGS j raw eeA rvuE+ q1 TOWEL uA mvEL bA ' rWIND AD 0' HEERS ARE TO BE @ -1 2/4 " I6'-10 1/2' UNLESS OTHERWISE NOTED (NOTE, — — — — — - 1rxxVINYL PLANK mmoVINYL PLANK ALL ACCESS PANELS TO BE BEDROOM BEDROOM� FRAMED OUT AND DRYWALLED]QVER .� .... .... .� R9..15o v'14V p oF��EnD. 174,1 o,L�pi 1,10, 1WVT 211' KI{N � - - PRO D yy PLAN MAY BE EITHER Ii M n LROTATED OR MIRRORED) to N 1 i 1 GLAZED OPENINGS IN BUILDING ® ® LOCATED IN WIND BORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WIND bURNL DEBRIS AS fLILLOVS, SITE SUPPLIED WOOD STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH THICKNESS AND A MAXIMUM SPAN OF 8 FEET SHALL BE PROVIDED FOR OPENING PROTECTION IN 30' ONE AND TWO STORY BUILDINGS. I PANELS SHALL BE PRE-CUT SO 5'-0' 15'-S' 2'-0' ® 2'-0' THAT T14FY CAN BF ATTACHFD 6/0 --1 RT = 100 M TO THE FRAMING SURROUNDING 10'-7 1/2' � - S/C aO 13'-4 1/2' THE OPENING CONTAINING THE b CLOSET 7° PRODUCT WITH THE GLAZED ® iu 7'-4• < I i 3'-1' 7'-6' iu OPENING, PANELS SHALL BE a+ .. OHDH8060 EGRESS 37=3� DHDH8060 EGRESS FASTENED TO THE DWELLING IN n ACCORDANCE WITH TABLE v r -fi -- R301,212. THESE PANELS WILL a I V3624129 V333oB V363oB 4- r BE PROVIDED AND INSTALLED xr1EVINYL PLANKPun ON-SITE BY OTHERS ` efd1DM�4 as 1 DN -- I xAx�itR I B36D SD 36B DWS �4, wmmVVtNNYYL�yP�LANK " 4 rr1r77�5.w11 S9g ,■w t C F-1/ %PFS LABEL I nE13 EF 3-34 � BEDROOM#2 •`-, .W n 1774''.06 yyL DATA PLATE.STATE 7 1/ ' �- EF 1 1/2-84 16 g q n A F �O 23 LI HT 3 1� 4 "wVINYL PLANK a, ® 1¢3,.59918E TO' 3 ° •., N 3L80 VENT PROV ^ AI.CIIVEN PREP Fes! I n �I 231�a L NjD, P "O !- 5 TP R gpTM 16 'o 2' FUTURE VENT SA�HIM J �+ 11,90 V T ROVVV'D � " / �-^^YL VTDKI �q` +nw PLAlK ."-, f j 1 c �N - »eue•m • SHOE MOLDING 1 EF 3' ENT - 2S w snc C�' AT EMD3 AND 8248 IDB3-18i ~°O1 SEATING SIDE PAINTm+mE ." fU • - - t` TO MATCH N ., 17'-9 1/2' - --------------------- 1 N — .". — FIAT BAR TOP 30, (2)2x4 SPFt2 CLG 4 WALL GYP 2x4 SPFl2 2x4 S)Fi2 0 2x4 SPF12 • OMIT 3'-10' SECT OMIT Y-10' SECT • ro 1 NV CLG BEAM TO BE CLG L WALL GYP �y aS� (I) 1 1/2'xit 1/4' LVL(i EACH'UNIT) ()% MW CLG BEAM TO BE I fU • I� (1) 1 1/2'xii 1/4' LVL(1 EACH UNIT) r 3i,' J, t 13-7' 13-8 1/2' 3;9 1/2' 13'-7' 3'-11, • (U s/ci.. I LT I--------- ---- L------ �' S�/C iu 30�) i M I M '381 in i 2x10 v) • area,m- L__ J I SCAMam• . in a W -1 GREAT ROOM o,«s - 1- • 1'-3' 3EIEaVINYL PLANK ■aDIN LR� 1'-5' ®co . r FLAT ROOF WITH A .. lU (u ►+ FLUSH CEDING BEAM Z \ O \ B GREAT/DINING ROOM '" O fU i d >R IIOLOER BATH iu ! 7 MCT t n, xwwVINYL PLANK Tr YL —m c • aarVINYL PLANK . \ 4 BeC II�III P> TH n • o II ON BEDROOM#6 1 3 1 gS9 gG ' FLAW DDDD tt yy� LL 4 TN,PLANK113.9 OF n � AREA INCLUDEa Gk AT, ININ�i Ra GA�ND KITCHEN ^ 1 N \ � HERMATR 111 9 LITE ® E(4tESS 3-2XM.•2 ® EGRESS L34'-61 DHDH8060 HEADER HDH32060 45DECK'*' 4060 27'-6' DHDH8060 13'-4 1/2' THESE PLANS HAVE BEEN EXTRACTED 4'-W x 8'-0' [2,-0' 13'-7' 14'-5 /2' 2'-0' 151-0' 51-0' FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. ® R-13 INSULATION INSTALLED IN 2x4 WALLS SH1/FPl R-21 INSULATION INSTALLED IN 2x6 WALLS 24'-0' UNIT A & B UNIT C & D 1 ST STORY FLOOR PLAN DESIGN INFORMATION STEMS TO 76'-t' GR,aaE 2476 CUSTOM RANCH ••• 200 SPF FLOOR JOISTS @ 16"O.C. doe !sd P� OJ2000 FLOOR JOISTS @ 16'O.C. op INTERIOR WALLS:@ 16"O.C. / ./ZP.Er PZR?Jy m EXTERIOR WALLS:2x6@16"O.C. VIWINCO WINDOW SCHEDULE ArOAfESolP4t, Lcc. MARRIAGE WALLS:2x4 @ 16"O.C. rfrJ Aroma nJ TRUSS/RAFTER:7112 STORAGE @ 16"O.C. .-R�._.._ era �r.0 1ST FLOOR CLG HEIGHT:8'-0" Sv_ERi c ttca TuL1GH L cNiiry U VALUE .!C]E #.tBOYS /S70J JJr-JJ1d WINDOWS:VIWINCO S SERIES DH W/O GRIDS DH2840 28'x40' .30 84560 FOUNDATION TYPE:BASEMENT DH4060 40'x6O' .30 VOTE 1ST FLOOR CENTER GIRDER: (6)1 112"x9 1/4"LVL(3 EACH UNIT) DHDHOO60 80'x60 .30 OF IN M 18103 1ST FLOOR SO.FT.: 2,371 DHDHDHI2060 12O'x60 .30 CROSS ` SERIAL SEE RES-CHECK AND SECTION FOR INSULATION VALUES w P` ' 80 �O RI 0000000 ELECTRIC BASEBOARD HST FILE NAMEI A18103 *** OPTIONAL FEATURE■ 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT STATEI NY L THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM IT IS EDUCATION UV FOR A VIOLATION F ARTICLE 4S OFTLESS THE NEW ORKUNDE STATE a + I( V� EXPOSURE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPR13ED BY DOS, APPLICATION DIRECTION Of A LICENSED PROFESSIONAL ENGINEER, TO ALTER = CATEGORY, C NO.M1168-2022-075, MANUFACTURER'S N0 M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN \ OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. 13R INTENT. IF A BRAVING BEARING THE SEAL OF AN ENGINEER IS O N SEAL M , (' SNOW 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED,DDRRING WIT THE HA N13NG TATMN I ALTERED BY GINEER SHALL Ix FSOLLOVED BY d 8g 3 4 2• V zONE, 20 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW Y13RK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC /01 A\A� WIND (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION v \„ ESS 1 zDNEI 106 Vasd/137 Vult MP May 28, 2024 OAD 30 PSF SCALE' 1/8"= 11-011 PAGE th A1 .3 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LY11E MODEL HOMES S BOSTOH POST �f A ME EAST LYME,CT 06M3I CONNECTICUT RHODE ISLAND DESIGN STUDIO VALLEY HOMES 171 POST ROAD, I WESTERLY RI02897 888.277-B252 I'TrESF PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 LBUILDING SYSTEMS FILE➢ WITH THE STATE <DVP 11/13/23) -------------- — J CUSTOM HOME PLANS FOR FISH'L:-P.S ISLAND "4 V RANCH #6 BUILDING LOCATION, OFF EAST END ROAD PANEL BOX @ FIDCO GATEWAY CRT BRK VOLT WIRE TYPE - TYPE WERE VOLTI IBtK CRTI FISHERS ISLAND,NY 06390 w£fKctiCIMIGt � �, e� �� Fc. `,Mc. :c-v � ciM � s�.L Nitiiiwi:c SUFFOLK COUNTY 3 AFCI 12-2 120 20A 4 SMALL APPLIANCE STALE DATE DRAWN BY RANGE 4oA 24o t)-3 SDD PRELIM 3/14124 SDD 5 AFCI 14-2 120 15A 6 GENERAL LIGHTING MICROWAVE 7 20A 120 12-2 AFCI AFCI 12-2 120 20A 8 SMALL APPLIANCE DISH WASHER 9 20A 120 12-2 AFCI AFCI 14-2 120 15A 10 GENERAL LIGHTING FINAL 3/24/24 ACS EXTERIOR GFI 11 20A 120 12-2 AFCI AFCI 14-2 120 13A 12 GENERAL LIGHTING STAMP SET 05/02/24 DJS EXTERIOR GFI 13 20A 120 12-2 AFCI AFCI 14-2 120 15A 14 GENERAL LIGHTING ELECTRIC HEAT 15 21A 240 12-2 AFCI 12-2 120 20A 16 BATH GFI REV.FINAL 5/15124 ACS 17 AFCI 12-2 120 20A 18 BATH GFI FIECTk!C HEAT " 2^,A 240 12-2 ArCt t4 C 1:.: L:A CC GC.v'�Ll,'.imn: _ • 21 AFCI 14-2 120 15A 22 GENERAL LIGHTING 23 AFCt 12-2 L20 20A 24 BATH GFI 1 ELC.CTRtC HEAT 20a 244 12-2 AFC[ 12-2 120 20A 26 BATH GF[ 1 • • oFt - - 32 4 27 AFCE 14-2 L20 t5A N GENERAL LIGHTING ELECT£"C PEAT 2,A 24A 12-2 0 WT. �i, 1000 VT. 29 AFC[ 14-2 120 15A 30 GENERAL LIGHTING rT.K.iHTR TK.HTR 31 AFCI 12-2 120 20A 32 BATH GFI I CXECT&IC NEAT 33 VA 240 t2-2 AfC[ 12-2 120 20A 34 BATH GFI i� J II L.. min I - 35 AFC[ 14-2 L20 15A 36 GENERAL LIGHTING ELECTRIC fsC:aT �� 2^A 240 12-2 7C I% ELECTRIC HEAT 3491 POA 240 12-2 42 L£VIT /L£VITON _ TIMER TIMER ELECTRIC HEAT 43 20A 240 12-2 44 SWITCH SWITCH _ 45 46 47 48 49 50 51 52 53 54 Box AND BLOCK BDX AND BLOCK FOR PADDLE FAN F13R PADDLE FAN t b IN Y 43/45 Q £' 3n/41 1 I .O t I I I I � 1 I 3y 1 I � 1 =SET NEON I x I Bc CLOSET PILOT LIGHT SWITCH [——J 36 ELEC DROPS ff1 8 26 6'0"-1500W f / ' 0F1 �1 6'0"-tS00V 1g V/8'COILS III - - 51� I�l]MB 1 i� - I I 2 i �` /' p��■�f � S�WITC� STD — /cl� —f —� �`3 11iy�.� / GCLIII\JVPYI 7L LEVITON — F — 2� Y)/2N 1 C7 1 Box AND BLOCK 1 • I t9✓2I I KITCHEN i 1 III an � SWITCH F13R PADDLE FAN EMERGENCY _J� -------- - s •7r�ASF� I I I f BmRAm>BDac FOR PADDLE FAN I I 1 I 23/25- • \ FOR RA PUMP Isd 1 1 P P I I • i 1 i 1 L-------- ------ ---- nV/ DROPS 17 • 22'cDzls 2 1 + • i 1 to • -------GREAT ROOM-----__ , 1 r------ ------- S _ PILO I , R �' ———————— I _ ern, NE". SWI — FOR PADDLE FX0 • FLR PADDLE FAN / �$j FOR PADDLE FAN F1R PADDLE FAN I'-- TIMER ^�\ 81�R40M�6 GJl I 35/37 g; -- SWITCH \_ fJ i i TIM LEVI --f' 24 21F 27/2't� i I ER SWIT H 5,1 16 8 14 �- 6ro"-is00W / 6ro"-1500V i 3'0"-75OW 6ro"-ISCGW GF1 I Nam 13 A DECK*•' a'-o^x a'-a THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. SH1 2476 CUSTOM RANCH f o ESol PA mc. r/re norm eue rmacrsrxa /f /rea Peo1Ye:^(esol es�esae JOB - 84560 QUOTE 18103 OF .B Fps SERIAL 0000000 O'1/ O FILE NAME, A 18103 *** OPTIONAL FEATURE: 'TO THE BEST OF MY KNJQWI.FDGB,BELIEF AND PROFESSIONAL JUDGMENT �' �� STATED NY L THIS FACTORY MANUFACTURED HOME(F*0 PLAN HAS BEEN DERIVED FROM IT IS A VI12LATIM OF ARTICLE 145 OF THE NEW YORK STATE EXPOSURE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION0 OF A FOR PERSON, UUNLESSEACTINER, TO ALTER 'u CATEGORY, C NO,MODIFIED N ANY 5,MANUFACTURER'S NO MI168, WHICH HAS NOT BEEN 71E DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS NO➢[fIEO IN ANY MANNER, OR INTENT,IF A BRAVING BEARING THE SEAL OF AN ENGINEER IS = SNOW 2 THE ENERGY PCIRTIDN OF FM4 PLAN HAS BEEN PREPARED USING CHAPTER ALTERED,B TH WETH A NOTERM TNTINEEON 'ALTERED SHALL FIX HIS SEAL TOBY 'FOLLOWED BY Qp n ZONE, 20 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAW M2E, THE BATE SUCH ALTERATION,AND A SPECIFIC v J 3 4 2 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION A'Q�FF(zs 1^w\P� ZONED 106 Vasd/137 Vult MP WIND J 11``JJ\v May 28, 2024 LOAD 30 PSF SCALE, 1/8n= 11_011 PAGE M, AlA CONNECTICUT VALLEY HOMES SCOTTANDERSON IF EAST LYME MODEL HOMES I-BOSTON POST ROAD ■■ EAST LYNE,CTUE3331 i� � adwasew O N N E C T I C U T RHODE ISLAND DES K;N STUDIO VALLEY HOMD. ES WESTERLLYTRI 028'11 8W217-ezu 1 HE SE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE, fDWP 71/13/23> li;-CUSTOM HOME PLANS FOR FISHERS ISLAND RANCH #6 bUILDINU LOL,AillI OFF EAST END ROAD @ FIDCO GATEWAY FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STACE DATE DRAWN BY SDD PRELIM 3/14124 SDD FINAL 3/24124 ACS STAMP SET 05/02/24 DJS REV.FINAL 5/15124 ACS GENERAL NOTES 2020 RESIDENTIAL CODE OF NY NOTES ELECTRICAL NOTES - - 1, GASKET OR WEATHERSTRIPPING AND 1, WINDOW EGRESS REQUIREMENTS MEET x 20:7 NEC NOTES - INSULATI❑N, FOUIVALENT TO THE 20i2u RC:NYS`, SLC f ILJ'N' K'310,1 1, ALL LIGHT BOXES MUST BE RATED TO SUPPORT 50fl FOR NON-PADDLE FANS AND INSULATION ON THE SURROUNDING 2, VISUAL INSPECTION OF THE 704 FOR PADDLE FAN BOXES, - SURFACES, IS TO BE INSTALLED UPON INSULATION INSTALLATION WILL BE 2, TAMPER RESISTANT ( T.P. ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE - COMPLETION OF THE SET-UP OF THE DOCUMENTED BY THE APEX QC HOME UNLESS NOTED OTHERWISE ON THE PLAN, - - HOME AT CEILING ACCESS PANELS AND DEPARTMENT, 3, ALL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING - / ❑P PULL DOWN STAIRS ON SITE BY 3. BUILDER TO INSTALL A FRESH AIR UNIT ARE REQUIRED TO HAVE ONE WATERPROOF C W.P. ) T.R. GFI RECEPTACLE - - nTHFpC 1NTAKF FROM THE nN-SITE FnREFD „TTLI,�I rl ;r nrnTkArT`n nr Tl ;r T)Al r'MNIV T,rry ran �nnrll AIR SYSTEM T❑ MEET THE ✓, �.,'. 2, DRYER VENT DUCT SHALL TERMINATE REQUIREMENTS OF M1507,3,3C1), 4, 1 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED WITH ONE W,P, T,R, ON AN OUTSIDE WALL OF A BUILDING 4, HOT WATER PIPE INSULATION SHALL GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX, NOT LESS THAN 3'-0" IN ANY BE INSTALLED IN ACCORDANCE W/ OF 6'-6" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT, DIRECTION FROM ANY OPENING INTO SECT, N1103,4,2 OF THE 2020 RCNYS 5, T{-E GR❑UNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT THE BUILDING AND MUST BE EQUIPPED 5, EXTERIOR WALL FIRE RATING AND SHAL_ BE PROVIDED AT THE LOCATION WHERE SWITCHES CONTROLLING LIGHTING 3. WITH A BACKDRAFT DAMPER, RFQ( ITRFTl FTRF SFPARATTON LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT TUB r SHOWERCONTROLO vSET E� iu DISTANCES MEET THE REQUIREMENTS FOR OTHER THAN THE FOLLOWING: HAVE A HIGH STOP LIMIT SET A PER THE 2020 RCNYS TABLE 302.10) A, WHERE CONDUCTORS ENTER THE BOX ENCLOSING THE SWITCH THROUGH A LIMIT WATER 0' F (AT C). T❑ A (2) RACE'�/AY, PROVIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL CONDUCTORS, MAXIMUM ❑F 120° F CR AT 6, BUILDER TO PROVIDE AND INSTALL INCLUDING A GROUNDED CONDUCTOR, THE BASEMENT AND / ❑R ATTIC DOOR HIGH-EFFICACY LAMPS IN 75% OF B. WHERE THE BOX ENCLOSING THE SWITCH IS ACCESSIBLE FOR THE INSTALLATION MUST HAVE WEATHERSTRIPPING AND A PERMANENTLY INSTALLED LIGHTING OF AH ADDITIONAL OR PEPLACEMENT CABLE WITHOUT REMOVING FINISH MATERIALS SWFFP PPnV1DFD AND INSTAI I FT) N1104,p�c n�J-cTTE pnp cErTTnNi. Ll ❑N-SITE KI OTHERS.W 1' D, WHERE MULTIPLE I DOES NOT OL❑CA TI❑NSACONBROLB THE M IOR BATHROOM 4, ADD BLOCKING IN WALLS ON ALL ENDS 7, ALL WINDOWS WITH OPENINGS WHICH OF CABINET RUNS FOR BASE, WALL, OPEN 4 INCHES OR GREATER, ARE 72 E SAME LIGHTING LOAD SUCH TALL AND VANITY CABINETS TO PULL INCHES ABOVE THE FINISHED GRADE THAT THE ENTIRE FLOOR AREA OF THE ROOM OR SPACE IS VISIBLE FROM THE SIDE OF CABINETS TIGHT TO THE OR SURFACE BELOW AND THE LOWEST SINGLE OR COMBINED SWITCH LOCATIONS WALL, PART OF THE CLEAR OPENING IS F. WHERE LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANS I ES` T;)AN -TA TrIr_' <_' AT-Ir /F- TI Ir f_ \,lHE_PE A ' \./ITCP CENTPFILC A PECEPTACL E I ❑:6DS L .. f f l;'T/V L T 1fVC..!1L.JV'L f l fL '- - - FINISHED FLUOR, WILL REQUIRE 6, ALL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET WINDOW GUARDS PER 2020 RCNYS LOCATI❑N STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE r------------------ SECTIONS R312,2, THE WINDOW WEATHERPROOF WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT, ALL V'� - PECUIRED COMPLIANCE SIGNI GUARDS WILL BE PROVIDED AND ENCLOSURES AND COVERS INSTALLED IN WET LOCATIONS MUST BE LISTED AS R f ON-SITE BY THE BUILDER 1 L------------------ INSTALLED ❑N-SITE BY OTHERS, "EXTRA DUTY" 7, A LUMINARIES WEIGHING MORE THAN 50 LES. SHALL BE SUPPORTED 1NDEPENDEN7LY OF 7HE OUTLET BOX, UNLESS I-t IS LISTED AND MARKEv FLIP THE MAXIMUM WEIGHT TO BE SUPPORTED, SOFFIT, No SOFFIT 9. ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING oR CROWN MOLDING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS RFE�CR=ATIION ROOMS FCLOSETS, HALLWAYS, TLAfUNDRY AREA, OR SIMILAR ROOMS OR �— unw,NCT SLT?'fr tTT f'�ll Lf13 Jf ff1'LL UL ( fi Lf f Li., f LL L f' fn'1 Li.STLL' C..fJI fLlftlfY f lUlV f f'f L ilf/ f-rVL T L1!'i.U1 l- J J i�cRDWNMDLDINs.SCE INTERRUPTER INSTALLED TO PR❑VIDE PROTECTION OF THE ENTIRE BRANCH J �,-- a W a w F. J H- ~ ORDER FORM FOR DE AILS a� ;w 3z >z aw aW _ ® W3512'.4 CIRCUIT, LABINEI w/ = 3Z rA Na a w 3w e� -D '� W = = EACH SIDE 9. ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERIOR RECEPTACLES W M� CD _ EFI-84REF AND ALL RECEPTACLES SERVING KITCHEN COUNTERT❑PS, THE DISHWASHER CIRCUIT o = 0 t' H p PANEL H �L NOTE' OR RECEPTACLES THAT ARE WITH IN 6'-0' OF THE OUTSIDE EDGE OF THE KITCHEN CO Z Q+ .�J-, Z p RCFPIGER410R THE MAMIXIIN PCf.ONHCNDCD FCFRIDEPAI OP HEIGHT TO BEPUPCHASEDIS71•.THEWIDTHIS SINK INCLUDING RECEPTACLES UNDER THE SINK ❑R IN CABINETS APE REQUIRED TO _ Ll� W U J THE CARF AC iHF(.ARINFT NN" DPF NINr,,IF 'r xORF HCIGHT OR WIDTH IS REQUIRED FOR B E G I PROTECTED. `� W PEFRIGERATDR CHOSEN,NOTIFY YOUR SaLES NW cnw v;r-0 v;as Nro tnw W 3,_lw REPRESCNTAIIVE 11111 TO iME 111EASE OF a a¢ a s a s a¢ THE NO FD°PRODUTION w•� w, w ., w,� x� w� CLP, SEE YOUR BLUEPRINTS AND PRICING/OR➢ER FORM REFRIGERATOR CABINET DETAIL FOR WALL CABINET SIZES AND CEILING HEIGHT NOT TO SCALE THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. 2476 CUSTOM RANCH / TH£P£AA 0£ PBRPECT/ON ffOJfFSOJ'P.A, LLC. 717Z ROUT£5Z2 .V/DDL£BURC, P4 17802 PfJON£'/570f 897-2998 JOB "' 84560 7.)UOTE 18103 Co) B E�j ERIAL 0000000 �P- R 0 ILL NAME: A18103 *** OPTIONAL FEATURE. 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT -,TATE, NY IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORE: STATE 7C p /� p,1 F� p 1. THIS FACTORY MANUFACTURED HOME <FMH> PLAN HAS BEEN DERIVED FROM EDUCAT[ON LAW FOR ANY PERSON UNLESS ACTING UNDER THE =hF'OSURE WORK TO BE PERFORMED BY C,V.�I., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIWECT ION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER `L =ATEGORY: C 1 NO M1168-202c^^-D75, MANUFACTURER'S NO, M1168, WHICH HAS NOT PEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STFUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR MODIFIED IN ANY MANNER. OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS VV��VV LLI� ff�� GENERAL I�ri CONTRACTOR f'�J 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, H WITH RING CN IONE' SHALL ALTERED FIXBy IS SEAL LDT BY � I� 70NE: 20 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE HIS DRAWIUPE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC /0B 3 ` (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION E, THE DATE SUCH �/" 4 2, WI ID �, -01JL: 106 Vasdl137 Vuft MP dRID May 28, 2024 OAD. 30 PSF SCALE; 1/8"= 1 1-011 -'AGE k: A1 . 5 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES 128 SOSTOH POST ROAD +, �� EAST LYME,CT 063331 CONNECTICUT RHODEISLAHDDFSIGNS%DJO VALLEY HOMES wFSTERL POST _89+1 $88-217A252 rTHESE PLANS HAVE BEEN EXTRACTED FROM APPROVED 1 t KIMIIL➢IRO SYSTEMS FILED VITH THE STATE• (DVP 11/13/2CO, CUSTOM HOME PLANS FOR FISHIERS ISLAND RANCH #6 BUILDING LOCATION, OFF EAST END ROAD BRACED WALL��RNE1TIALQNUIREMENTS (RANCH) @ FIDCO GATEWAY PER 1020 RESIDEN T N-WXY°tBTLArt TABLE IN0246s FISHERS ISLAND,NY 06390 CQRIMANIS SHEATHING-W®STRUCTURAL PANEL METHOD AND GYPSUM BOARD METHOD IMAM WALL LINE WALL LENGTH VW94 •L JAWr P Imo. ;X�4YE WA4�,1J4T•Ve4•.1.F.fs ARM•, _ TDTAL PFM4=1 METHOD SUFFOLK COUNTY D""q VM1-LDE-A t''r orw 7.0 u to " Mm °m 0-3 VD cs-vsP E F STAGE DATE DRAWN BY SMfZ WALL L•C-a err er-M TA a to .>b um 667 D`O N C•-BNLP DAM Nt E VALL L -1 err trr 74 u u m La -r CL-COIN ,DALE WALL LINE-t er-r trr 71 a iq 1.60 amA" CL-W!P SDD PRELIM 3/14124 SDD IMAM WALL LM-C Orr tr-V 7A a u m La Ma 4r-1' www 23'-8' FINAL 3124/24 ACS DMIE VA.L UNE-a atw Orr 74 u u b aH ••8 96'-W mWs mus WALL L••-3 err Orr to u u A6 m "AS t•'-"' m-WV STAMP SET 05/02/24 DJS DRAM WALL UK 41 rrr Orr to u ea In 16Sa ll+ CS-WSP 5'-5 1/2' 8'-1' 5'-5 1/2' aMM:WALL L•L-D err Orr 7A u LD ae LM to 17'-r ca-m REV.FINAL 5/15/24 ACS vru t.dE- err Orr 7A u Lo Mm N1Na -A' cl-WA DRBt!VAi LR2-a at•r trr 7A La ,,• .01 LM 66a 1NMr CS-WNP CS DEFINITION'.DOFDA I S , GB OEFIF A I loll-, 1ST STORY 6•A l STOlYI t 1ST tTOIN OE A 1 fTOiY) - MUST i UNGER PANEL SHEATHING WITH A THNND AN S NOT LESS EVERY S 5' PANELS GYPSUM THAN➢4',L C TED AT SNOT ID A THAN LEAS.PANT!MUST BE � O MUST IE LONGER TAW 96•,IAGTCD AT GON OIO AND AT LEAST[VERY!7'-6'NE LONGER THAN!WI H A LOCATED AT EACH[ND AND AT LEAST PANELS MUST ➢L CONNECTION CRITERIM CONNECTION CRtrSRiM 6d COMMON(ASK GUS'NAM AT 66••aa SPACING TAMEL EDGES)AND AT OF SPACING MALLS OR SCREWS AT 7-SPACING AT PANEL[DOES MLUDING T?NO BOTTOM PLATES)fG! EDGES)AND 6'SPACING ONTEIMEDIATEL A/41 SIA'PORTS)PLES AT Y SPACING VANEL BERACEO INTERIM GYPSUM BOARD MAIL OR SCRNEL LOCATIONS rM EXTERIOR EW SITE,NEE MAIL OR TABLE 7R US ,,}}yy`�,� BATH IS INTERIM BRACED WALL CONNECTION CRITERIN •1C11LLiQ AB[lLLJ-TCd tNOTEN ALL SHEATHIG IS TO 2_ VERTICALLY A11 INTERIOR TRAOEI VALLL MUST HAVE FLLL HEIGHT R.00KINO CONTK=&ALGNG LENGTH OF BRACED WALL PANEL INSTALLED WITH NO MORIZONTAI JOINTS. FASTEN BOTTOM PLATE OF INTER[DO SRAC[D WALL TO■OCKING VITM(J)Idd MAILS 6!f'O•C.ALONG TRACED WALL PANEL FASTEN OR PLATE OF DITEMOA BRACE WALL TO BLOCKING WITH Sd MALLS 16'&C.AUha BRACED WALL PANEL U�JFTN�JIWI T DaJf7\MN T7 O 1 N 1 I n r n 1. I — 10'-0 1/2' 7'-3 1/2' CLOUT I� XI CL03ET 6 - �5 JI r—7 1I'-9 ,NOES l0'-0 ,NOES 0'-4' JF BEDROOM t2 In V) O PI j\ t11 o KITCHEN BAIN NBATH (u 110 N O • i i OD Za N • r--1tt • CO N lVy l-�I 1 I<<� I • L--J a GREAT ROOM um ROOM O O All ODM 1l e�ni n O MOM N I N J N C? I Into in D 10'-0 1/2' 7'-3 1/2' DE K*'" a•o x B-r THESE PLANS HAVE BEEN EXTRACTED 3'- 1 1/4' L3'-S 3 4' 9'-1 1/2' 10'-0 1/2' FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. 24'-0' 52'-0' SHi i 2 3 U 2476 CUSTOM RANCH HONEs01 P, "c. rrr�warm arss JrmocrealP6t Pr Frs6v PBONd.•(QfaJ/Jr 1JJJ JDB #, 84560 Ia. 18103 SERIAL F N SE 'E� #) 0000000 W BO A/ �O FILE NAMEN A18103 *** OPTIONAL FEATURE• 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSrONAL JUDGMENT C * STATE) NY L THIS FACTORY MANUFACTURED HOME(fPrt7) PLAN HAS BEEN DERIVED FRDN ELATION LAW FOR ANYRPE SON TICLE SUNLESS AC13F THE PEW TI G UN ER TTHE ATE EXPOSURE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION 11F A LICENSED PROFESSIONAL ENGINEER, TO ALTER `L CATEGORYM C NO.MIt66-2022-075, MANUFACTURER'S N0.R1168, WHICH HAS NOT BEEN THE DRAVIGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, LXt INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS � SNOW 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, T�G ALTERING iEING ENGINEER ALTERED AFFIX BY •WS SEAL O BY tA\n^ OD N, ZONE) 20 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 DF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION COE THE DRAWING THE DATE TI SUCH ALTERATION, AND A SPECIFIC Cl U 9 1 r� (, WIND (ENERGY CODE) AND tS IN FULL COMPLIANCE VITH THE ENERGY CODE DESCRIPTMN OF THE ALTERATION. /� C, `, �v ZONEM 106 Vasd/137 Vult MP R��FSSl4NP May 28, 2024 uinm 30 PSF SCALE) 1 )pM_ if-Oil PAGE #i /O A1 .6 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOME 128 BOSTON POST ROAD EAST LYME,CT 06333 1 �� .� axsmaar CONNECTICUT RHODE ISLAND DES83N STUDIO 271 POST ROAD, VALLEY HOMES WFSTERLY R102B91 I 888-21M2S2 rTHESE PUWS HAVE BEEN EXTRACTED FROM APPROVED -i L371UD G SYST J)MEMS FILED VITH T)# STATE<DVP 11/13/23)1 CUSTOM HOME PLANS FOR L. I'FI�1CTEQ PAIL ATTRCHCU TQ FISH MS IS-1-11 D SILL WITH 16d NAILS AT 6' O.C. 2. PIER FOOTINGS BASED UPON 2000 RANCH #6 PSF ALLOWABLE SOIL BEARING PRESSURE BUILDING LOCATION- 3, CONCRETE COMPRESSIVE OFF EAST END ROAD STRENGTH- 2500 PSI FIDCO GATEWAY 4, M OR S TYPE MORTAR TO BE FISHERS ISLAND,NY 06390 USED 5, MAX ANCHOR BOLT SPACING- 6'-0' SUFFOLK COUNTY O.C. (4'-0' O.C. MAX IN AREAS WHERE WIND VELOCITY IS 2 OR EXCEEDS 76'-1' STAGE DATE DRAWN BY 100 MPH) SDD PRELIM 3/14/24 SDD 6. WINDOWS OR VENTS (INSTALLED 26'-2 1/2' 231-8' 261-2 1/2' FINAL 3/24/24 ACS BY OTHERS) ARE REQUIRED TO STAMP SET 05/02/24 DJS PROVIDE 1/150 OF FLOOR AREA AS 11'-10' 11'-10' FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS REVYINAL 5115124 ACS POSSIBLE - - - - - - - -. - -- - - - - - - _ 7, NOTES ON THIS PACE TAKE _ — — PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION DWG, FD2 USED U DA TGOIDE RONLY G APEX EHOMES BE WILL NOT ACCEPT ANY LIABILITY OR FOUNDATIONS[TY FOR INCORRECT I I I I I NOTE FOR SET CREW, DO NOT USE THE PLATES THAT COME WITH THE LALLY ( I I I I COLUMNS, USE THE PLATES PROVIDED BY C.V.H. WHEN HOUSE IS DELIVERED. AS MFNT PLAN �9.2 I ALL DESIGN NOTES AND DETAILS WALL FOOnNG y ARE SUGGESTIVE ONLY, STATE AND I II LOCAL CODES HAVE JURISDICTION J Ir Itr CONCRETE co I I ON DETERMINING MINIMUM a I fauNDArwn TNNL REQUIREMENTS, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE A I SQUARE FOUNDATION AND LEVEL S LOF TOPLEV OF SILL TO BE WITHIN I I i <CPu NOTE, THIS SYMBOL DENOTES A COLUMN LOCATION REQUIRED TO SUPPORT A CRITICAL POINT LOAD. THESE COLUMNS MAY NOT BE RELOCATED Km A PERMENTRV OR DELETED IN ANY MANNER. BY OWNER L "`� I BriCO x 1 t I ao I THIS FOUNDATION PLAN IS FOR DIMENSIONS co I 1 ONLY, 17CL'":DA,T1124 WALLS. F_CCTINCS, COLUMNS, PIERS, AND SLAB TO BE DESIGNED i ' i 6'-0' 5'-10 v 5'-10' 6'-0' I BY OTHERS TO MEET STATE AND/OR (738 �Z-l L t738 P ) (738 PLF) (738 PLF) LOCAL CODES, MANUFACTURER ASSUMES NO I I ( -1 r- -1 r---1 RESPaNSIBD_ITY FOR ERRORS IN THE — — — — — — — — —t— — — — — — — J I I I I I L CONSTRUCTION OF THE FOUNDATION, ANY — — — — — —F— - —F-- - —1—(3- �— - — — AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST THE FLOOR PLAN 'BUILDER COPY') BY BUILDER/DEALER PRIOR ( (� - - - - - - - - - -� — - - - - ' L--- L---J L---J L - - - - - - - - - - - - - - - - - - - I TO FOUNDATION CONSTRUCTION. THE Ip118 per) BUILDER/DEALER MUST CONTACT �d — — — — — — — — MmILFACTLIRER. 'VITH ANY DISCREPANCIES E�8 •M c'xIQ SF'F #2 SW 6IRLER PRIOR TO THE START OF CONSTRUCTION. I 1 6'-HOC. MAX,:TOTAL LOAD ONLY 1 ( I LOCATION — — — — — — — —� * 2x6 �I MANUFACTURER WILL NOT ASSUME ANY (6) 1 1/2'x9 1/4 LVL FLOOR GIRDER EXCEEDS-MAXI UMFSPACINGROFF SUPPORTSA S ELEC( I PANEL 14'-0' D.C. MAX. FLOOR LOAD ONLY SHOWN ON THIS DRAWING. 13'-2' O.C. MAX. TOTAL LOAD ONLY. II II 11 o I L — - - ,� - - - � I II II 11 i WINDOV CENTER LINE LOCATIONS FOR I I �L--WJL--VJLD--JLn-- .� RAISED RANCH AND/OR SPLIT-LEVEL r p p AT i t , ♦ nrn I a;CD�Ls Ta ..0 atTAINCt (-MM, 'VI'L..". COPY' DRAWINGS. ITX>K LIFER GROUND ROD, ( L ®- �8 +/a, , SEE DETAIL ON DRWG, FD2 7 3 14-0 7-10 7-10 7-11 1/2 I (680 PLF) I tL-jmT.ER Top (68O PLF) <854 PLF) (854 PLF) <854 PLF) I _ I I I I _ I I - S►+�� I I _ - - I I I I I I - —I-- a -�-- - - �I—e- -O—I-- - - f-- - F -e - - —1- -e —I— - (Mu i I I 1 I t I I L---J L- -J LC� L-- J L.__TLJ L--�LJ L---J L---J I 1/2' 81-0' 8,-D, rrY.Yi1 RL 7-2- L-4'DIA METAL caue rt.. E233N P.L I I (ALLY COLUMN ( 54 PLF) <854 PLF) (854 PLF) 1 (680 PLF) (TYP.) I30'x 30'CONCRE TI I I COLUMN FOOTING (TYP.) — I o I NOTE, SPLICES MUST FALL OVER PIERS L — — — — — — — — — J ` I I I I I I L — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I I THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. I 1 t I ( ) EDGEof k-UX8-0' OEDIf ----------- T 7'X 7' P.T.POSTIf au CONCRETE ��-If WIDE X If THICK 2476 CUSTOM RANCH DECK PIER(TYP.) CONCRETE PAD, 2r am X 17 THK. WIDM OF STAIR fBl pttl OIA• 38'-0 1/2' C(WRETE PER FIG CM.) 38'-0 1/2' ./ZPEx pz&pJ=&v hrOhfES/PA Ltc. r/rr,roan".r "PLtWVB4 At /rsst paom (sro)ssr--fsss 84560QUOTE - P ❑UNDATI ❑N PLAN SERIAL 18103 OF Bo #ERIAL 0000000 i/ O FILE NAME, g18103 *** OPTIONAL FEATURE■ 'TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT � �•r 2 � �' * STATE, NY L THIS FACTORY MANUFACTURED HOME(FPM) PLAN HAS BEEN DERIVED FROM IT N LI.AAV�F13RpANARTICLE RPE SON,UNLESS ACF THE TEW YORK ING G UNDER STATE THE ( EXPOSURE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER wu CATEGORY- C NO. FI68-202E-075, MANUFACTURER'S NIL N1168,WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS MODIFIED m ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS SNOW 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 08 � ZONE- 20 PSF NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CIINSTRUCTMN CODE THE SIGNATURE THE DATE NOTATION TI SUCH ALTERATION, AND A 8PECY � v 9 3 4 2� �i WIND RpFESS l��' (ENERGY CODE) AND IS IN FULL COMPLIANCE VITH THE ENERGY CODE DESCRIPTION of THE ALTERATION ZONE, 106 Vasd/137 Vult MP �. WIND 30 PSF May 28, 2024 LOAD, SCALE- /pn_ 11-011 PAGE B, C) A1 .7 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES 128 SO TOM POST ROAD A\ EAST LYME,CT06580I CONNECTICUT RHODEISLLA DDESIGNSTUDIO IllVALLEY HOMES WESTERLY A;028911 88&217.8252 rTTHESF FLA HAVE BEEN EXTRACTEIi FROM APPRI7VED �) LBUILDING SYSTEMS FILED Y1TH THE STATE.<DVP 11/73/23)J CUSTOM HOME PLANS FOR FISHERS ISLAND RANCH #6 BUILDING LOCATION, OFF EAST END ROAD @ FIDCO GATEWAY FISHERS ISLAND,NY06390 SUFFOLK COUNTY STAGE DATE DRAWN BY SDD PRELIM 3114/24 SDD FINAL 3/24124 ACS STAMP SET 05/02/24 DJS REVYINAL 5/15124 ACS 3' MIN. - VENT STACK z - - WATER TIGHT— WATER TIG - - �N❑TE1 - - - - - - - - - - - - - � SEE HOUSE SPECIFIC RAFTER AND FLOOR PLANS STACK TO EXTEND F❑R ALL CONNECTIONS AND BEAM SIZES CONTINOUS RIDGE VENT 12' MIN. BELOW ROOF L — f��—(END PLLGS AND CONNECTORS INCLUDED) LINE AND BE WATER 1, ALL FLOORS ARE TO BE CONSTRUCTED AS PER R502 TIGHT THRU ROOF 2, ALL WALLS ARE TO BE CONSTRUCTED AS PER R602 PLUMBING VENT THRU ROOF R-39 ITH v�,M BARRIER NOTEi (Br A"E'D'Nm CONTn«,ous("'0 1. VENT THRU ROOF CONNECTION TO BE COMPLETED IN FIELD BY Wit BLDR/CONTRACTOR, CLG TO BE 1 cc. 2. NO REDUCERS ALLOWED ON STACK DAL 2X6 TOP PLATE _'-COWRESSMIN STRIP OMNT,) riITKiIi 12' tSF SSYi"vcicSiL,c GF FcuSa. R-21 FIBERGLASS UNLT TO Lem 5/8' DRYWALL INSULATION WITH CONNECTION,V2' BOLTS VAPOR BARRIER WITH WASHERS AT 48' aC INSTALLED IN FIELD TR.rm,a.Aaa Danz IIR 1/2'LAGS AT 42' O.C. �TiOWL 10 H6 AgOarOCTURAL) EXT,SIDING 2X4 STUDS! 16'OC INSTALLED Di FIELD w Mw NQT PAM 4/4 VINYL W/ DBL TOP PLATE 1/2'DRYWALL o W?/w m3cr m ITH LIPS 2X6 STUDS R' INSULATION W/ V4 PER m \ AM C Ap�dW T.i&I`r':zu;L ASS-G;F.C.t EXT. /16 S4S8 (STD) FLOOR INSULATION TO BE PROVIDED TIN Swnr AND INSTALLED BY OTHERS \ EAVn rLASNRIG o IF MMERAL 1/2, DRYWALL A M"RV �DE THE \ aE wilRmR WALL LRc<WE SK0.2) 2x6 BOTTOM PLATE 2x4 BOTTOM PLATE-,,,, "am 5/8'T&G OSB SUB-FLOUR A"FERDIE FR) Iffifflij TOP OF SILL PLATE R-38 FIBERGLASS BtSULAT oN 2x10 SPF e2 RM JOIST a 16'O,C. WITH VAPOR BARRIER 64 SssArm BY APEX OY APEV♦RU CONTINUOUS<men MA BY BUILDER 8' FIBERGLASS - ��rwsS WETT ILL SEALER TREATED S L PLATE - S/W (M�'�TED v VE FT SEALER CA L"'�.'r g f OVER".", GRADE TO SILL PER 16d NAILS ! 6' OG OR JOIST MANGERS W[rh mL14mmm Wr LOCAL REQUIREMENTS \\UNITSOLID BLOCK BASEMENT FOUNDATION WALL ON-SITE crOLIMIT (TOP COURSE) FILLER Bx6 y,r#2 1/2' BOLTS 1/2' DTA. 15'EMBEDMENT ANCHOR BY BLDR, SEE FOUNDATION DETAILS WITH WASHERS AT 48' STUD AT BOLTS 12' MIN.FROM EACH CORNER AND BASEMENT STAIRS ARE DESIGNED OZ. INSTALLED IN 4'0' O.C.MAX THEREAFTER, "N. 1F BASED ON 12 COURSE BASEMENT WALL FIELD OR U2' LAGS AT 7A6.m TWO PER SILL PLATE) WITH FLOOR POURED ONTO FTGS AS 42'O.C. INSTALLED IN NKITMOe SHOWN. IT SMALL BE THE FIELD 10' CONCRETE MASONRY UNITS RESPONSIBILITY OF THE BUILDER TO 3 1/2' DLA.PIPE COLLAM FOR BASEMENT vrArrneRR TtocTM OR POURED CONCRETE WALLS INFORM APEX HOMES IF THIS FOUNDATIONS(ON-SITE BY BUILDER) ' B'(12 COURSE) APPLICATION IS DEVIATED FROM. 1/2'EXPANSION MIN. 4' POURE PARGING COVERED WITH .JOINT CONCRETE SLAB DITIJMUWS COAT BELOW GRADE 4'PERFORATED DRAIN AROUND MD4IMUM WWL POL VAPOR FOOTING PERIMETER BARRIER OVER 4' 29 STONE BED IN 4' 22 STONE BED ' MIN. 20'x 10' CONTINUOUS CONCRETE FTC PADS CONCRETE FOOTING SEE INDIVIDUAL FOUNDATION PLANS ALL FOOTINGS SHALL BEAR ON F[Y!SIB AND 5wnu,vl'ivaaiYito6if,�ii>,uiii it'-^ 1/c' Lt..^^.'.�» 1L'-s 1/2' EARTH AND SHALL BE INSTALLED BELOW LOCAL FROST LINE. DESIGN BEARING CAPACtTY OF SOIL IS 2000 PSI NnTESr 1. ALL MATERIAL TO BE SPF e2 UNLESS OTHERWISE SPECIFIED. FOR INSULATION REQUIRMENTS SEE INDIVIDUAL RES-CHECK. L ALL EQUIPMENT,DUCT WORK,CHIMNEYS, AND EXHAUST DUCTS PROVIDED AND MSTALLED ON-SITE UNLESS SPECv7Ea 3, ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE. 4, SEE RAFTERS CONNECTIONS IN THIS SUBSET PER INDIVIDUAL PLAN SUBMITTAL. 5, ROOF PITCHES LESS THAN 4/12 AND GREATER THAN 2/12 REQUIRE DOUBLE UNDERLAYMENT W/ASPHALT SHINGLES. NOTES, 1. ALL STRUCTURAL MEMBER SIZES SHALL BE DERIVED FROM THE APPROVED CALCULATIONS. THESE PLANS HAVE BEEN EXTRACTED 2. FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK. FROM APPROVED BUILDING SYSTEMS FILE 3. FOUNDATION DRAWINGS AND DETAILS ARE FOR REFERENCE ONLY. WITH THE STATE. 4. FOUNDATIONS MUST BE DESIGNED BY LICENSED LOCAL PROFESSIONAL FAMILIAR WITH SOIL CONDITIONS PER LOCAL AND STATE CODES. 5. ROOF SYSTEMS, DESIGN & SPACING OF APPROVED DESIGN TO SNOW LOADS. REFERENCE THE APPROVED CALCULATIONS. 6. ALL EQUIPMENT, DUCT WORK, CHIMNEYS, AND EXHAUST DUCTS PROVIDED & INSTALLED ON-SITE UNLESS SPECIFIED. ALL VAPOR BARRIERS INSTALLED ON WINTER WARM SIDE 2476 CUSTOM RANCH ./ZPEX " �"m XoffEso,p4 zzc. r/re"Orr"It "'OL"wre," f"" t owu/STOf mr--,dies 84560 eQUDTE 18103 OF BD�, #ERIAL 0000000 �/ O FILE NAME, A18103 *** OPTIONAL FEATURE: 'TO THE BEST OF NY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT � 2 G) * STATE, NY L THtS FACTORY MANUFACTURED HOME<F160 PLAN HAS BEEN DERIVED FROM tT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EMEATWORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LAW P WENSED�PROOFESSIONALSENGINEER,CTM TO ALTE ,LJ EXPOSURE NO.MSL68-2022-075,MANUFACTURER'S Na M1168, WHICH HAS NOT BEEN CATEGORY, Ci MODIFIED IN ANY MANNER, THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN OWNER OR THE GENERAL CONTRACTOR AS OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS SNOW 20 PSF 2 THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED,BRA H ALTERING A NIOEN ION�ALTERED BY SHALL IX'HIa SLEEVE TO O Q ZONE, NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE WIND HIS SIGNATURE, THE DATE OF SICH ALTERATION, AND A SPECIFIC 8934't' (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. A [�RO s ZOND 106 Vasd/137 Vult MP rEv �ti'`" WIND May 28, 2024 LOAD, 30 PSF SCALE, 1/(Jpn_ 1 H-On PAGE #1 A1 .8 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LMIE MODEL HOMES 128 BOSTON POST ROAD LA _ EAST LYME,CT 06333I C0NNEC71CUT RHODE ISLAN DESIGN STUDIO VALLEY HOMES Y7I POST ROAD, WESTERLY RI02897 I 888.217.ffi92 rTtiESE PLANS HAVE BEEN EXTRACTED FROM APPROVED -I BL LILD SYSTEMS FILED WITH THE STATE, (DVP il/13/23) 1, PIPING SUPPORT, DWV 4'-0' O.C. VER, / 3'-0' O.C. HOR. CUSTOM HOME PLANS FOR 2. TEMPERATURE LIMITING DEVICE TO BE INSTALLED ON ALL FISHERS IEP�S �SLf'iiZiQ LAVATORIES, TUBS AND SHOWERS, VALVE 4. WATER LINESIZED3, EACH FIXTEPLY BASED ON 30RISERTTE PSI ANDH80' MAOX FF DEVELOPED RANCH #6 LENGTH BUILDING LOCATION, 5, USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS OFF EAST END ROAD 6. ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE SUPPLIED AND @ FIDCO GATEWAY INSTALLED ON SITE BY OTHERS S. WATER HEATER PROVIDED AND INSTALLED ON-SITE BY OTHERS. FISHERS ISLAND,NY06390 WATER HEATER DISCHARGE SHALL BE IN A NON-HAZARDOUS LOCATION SUFFOLK COUNTY STAGE DATE DRAWN BY INDICATES DRAIN ALL DVV & SUPPLY LINES — — — — INDICATES VENT SDD PRELIM 3/14/24 SDD' FINAL 3/24/24 ACS BELOW THE FLOOR SHOWN ARE i — _ — INDICATES DWV PLUMBING ON-SITE BY OTHERS TO BE SIZED BY THE ON-SITE CONTRACTOR & APPROVED BY I STAMP SET 05/02/24 DJS THE LOCAL BUILDING INSPECTOR, 3' VENT REVYINAL 5115/24 ACS L _ _ _ _ _ _ — - RHIROUGH OOF THROUGH - 3' VENT - ,\ THROUGH - / ROOF Ile i� LAV / LAV i > "I zui 53.E WC / / I VC i ( \ KIT. SINK LAV SHOWER \ i SHOWER L �IQ JC \ z \ ie LAV SHOWER i> / W SHOWER C N 3• 2' VENT / THROUGH ROOF LAV i L V i \ ��/ WC vp / N W WC ( I (\\ // 3/4 1/2 �L/2 LAV 3/4 / TUB/SHOWER 1/2 � t/a i \ t/p /VC 3/4 �.-t/p> \ WC 1 LAV t � 3/4 \ \ KITCHEN SINK 1/2 3/4\ \ SHOWER -e I / TUB/SHOWER \ \ 1/2 \\ I �w \ 1/2 y 1/2 y 1/2 3/4 SHOWER \ WC LAV \\ / TUB/SHOWER 3/4 / \ \ / \ /3/4 \ WC \ / 1 3/4 \ [C1/2 1/p MAKER 3/4 / \ J /2 \ Q LAV / \v \ / 3/4 \ TUB/SHOWER p COLD WATER SUPPLY \ / — — — — f ET HATE,' !,LIPPL Y / IN, / THESE PLANS HAVE BEEN EXTRACTED \ / FROM APPROVED BUILDING SYSTEMS FILED / WITH THE STATE. S 1/2 yLAV 2476 CUSTOM RANCH TUB/SHOWER / 1/2 3/4 / ` / F"Al/l AV DLr T� PBJL�lCf/ON L2 I've //3/4 1> .�Zl G.A \ WC bI(yam/ / HoffEsojP.4 LLD. \ 1/2 ` UTr/SHOWER i%mar sv aii/rs v \ \ � o JOB •+ jec�v� /cro/err-f�ae / 84560 \ 3/4 / \ /2 QUOTE \ 3" i,4 18103 O� �� SERIAL \\ we �P� W.B0' / jo #I 0000000 3/4 \ in FILE NAME+ A18103 *** CIO IQ7 OPTIONAL FEATURE: 'm THE BEST DF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT IT IS A 1 v LAV * STATE+ NY L THIS FACTORY MANUFACTURED HOME(FMH)PLAN HAS BEEN DERIVED FROM EDUCATION LAV FOR ANYILATKIN OF RPERSONTICLE 4lMLES5 OF S ACTING UNDER W YORK STATE \ /\� �4 �"V EXPOSURE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION L A LICENSED PROFESSIONAL ENGINEER, TO ALTER J p tl CATEGORY+ C NO.M3168-2022-075, MANUFACTURER'S NO MI168, VH[CH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER, OWNER OR THE GENERAL CONTRACTOR AS OR INTENT, IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 69341, sNaw 2 THE ENERGY PORTION of FIRM PLAN HAS BEEN PREPARED USING CHAPTER THE BRAVING ALTERING H A NO ENGINEER IN ALTERED AFFIX HIS SEAL TO BY O l�\ ZONE- 20 PSF NOTED ON THE CONSTRUCTION AGREEMENT ENER NEW GY YORKA STATE ND IS IN ENERGY FULL ONsERVVATiOMPLIANCE N CONSTRUCTION CODE CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC A e�, WIND DESCRIPTION OF THE ALTERATION. �O/C�S's D' ZONEI 106 Vasdll37 Vult MP WIND May 28, 2024 LOAD 30 PSF SCALE, 1/8"= 1 1-011 PAGE M+ A1 .9 CONNECTICUT VALLEY HOMES SCOTTANDERSON EASTLYMEMOOEL HOMES 12'BOSTON POST ROAD EAST LYME CT061111 CONNECTICUT RHODE IStA DDESM STUDIO VALLEY HOMES S POST ROAD, WESTERLY RI02B91 888-217d252 CUSTOM HOME PLANS FOR FISH%ERS ISLAND RANCH #6 BUILDING LOCATION OFF EAST END ROAD @ FIDCO GATEWAY FISHERS ISLAND,NY 06390 SUFFOLK COUNTY rSDD TAGE DATE DRAWN BY PRELIM 3/14/24 SDD INAL 3/24124 ACS MP SET 05/02/24 DJS V.FINAL 5/15124 ACS ATTACH RAIL TO TOP CHORD w/(1) 0,131'x3' NAILS ATTACH RAIL 10 RAIL w/(l) O 31'x3` NAILS EACH TRUSS BAY, STRAP ACROSS RIDGE w/SIMPSON CS22 STRAP AND (2) 0,148'x2,5' NAILS EACH END ATTACH RAIL TO TOP CHORD w/<l) 0,131'x3' NAILS, ATTACH RAIL TO RAIL t,J(l) 0.131'x3' NAILS. LAP SHEATHING ACROSS FLIP RAIL AND ATTACH EACH r�g TRUSS CHORD w/(i) 0131'x3' NAILS 2-12d2d 2x4 SPF #2 @ 16' O,C ATTACH STUD TO RAIL w/<2) 0,131'x3' 5'-6. 12 NAILS, ATTACH PAIL T11 TC'P AND BOTTOM CHORD w/<2) 0,131'x3' NAILS (5) 0,131'x3' NAILS �''l6• 7 MINIMUM, STRAP STUD TO TOP AND BOTTOM CHORD w/SIMPSON CS22 STRAP w/<3) 0,148'x2,5' NAILS EACH END +� C3 � . .: (u \ C' m� N o LAP OSB SHEATHING ACROSS in ! MARRIAGE LINE (2'-0' MINIMUM N v WIDTH) W/ 0) 0,131'x3' NAILS c- EACH END <1) 7/16'xl 1/2' x 8'-0' . GAGE STAPLE 1/2'0 4'-0' 4'-0' BOLT NIN 2x8 SPF #2 @ 16' O.C. 10' L(14) 7/16'xl 1/2' GAGE STAPLE Rv=229# Rv=679# � Ru=-84# °� Ru=-335# 11 -9 1/2' ll'-9 1/2' 23'-8' cc) IHESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED WITH THE STATE. 2476 CUSTOM RANCH �P"IV OW.B��- APEX P f oAfESOf P.l, �cc O�� iifcAeMP Api »s u m �B #1 84560 1 _ 611 18103 A 434 r� �� #ERIAL 0000000 RO�ESs 1 FILE NAMD A18103 May 28, 2024 STATES NY EXPOSURE C CATEGORY NOTES: SNOW� 20 PSF -CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES�GRADE WIND -FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER wf (2) 0. 131"x3" NAILSzDNE, 106 Vasd/137 Vult MP -BRACING MAY BE SUBSTITUTED WITH FULL-HEIGHT BLOCKING BETWEEN FRAMING ,m 30 PSF MEMBERS OR CONTINUOUS SHEATHING SCALE- 1/8"= 1'-0" -UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH PAGE "1 ALLOWABLE WIND SPEEDS, RESPECTIVELY A1 . 10 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME NOOEL HOMES 128 1308TON POST ROAD �!S EAST LYME CT 06S33I eu.tiwvml 1CONNECTICUT VALLEY HOMES RHODE-AND DESIGN STUDIO "POST ROAD, WESTERLY RI02SB7 eae.alTazsz [BUILDING STOM HOME PLANS FOR RANCH #6 LOCATIONI OFF EAST END ROAD @ FIDCO GATEWAY FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY SDD PRELIM 3/14124 SDD FINAL 3124/24 ACS STAMP SET 05/02/24 DJS REVYINAL 5/15/24 ACS AT RAFTERS AT PEAKi ATTACH RAFTER TO RAIL w/<4) 0.131'x3' 11'-7 1/2' NAILS TOED, INTERC❑NNECT RAILS w/(3) 0,131'x3' NAILS PER BAY. USE 1'-4' STRAP ACROSS RIDGEw/(3) 01311x2.5'0 '�� '�� • �!g' L3��66 giti<' �311�0 �!N' NAILS EACH END Spy ll'-4 1/2' ATTACH RAFTERS TO RAIL w/C6) #8x3' TOE SCREW THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILED AND RAIL TO EACH WITH THE STATE. INTERSECTING TRUSS w/<6) #8x3' SCREW 2476 CUSTOM RANCH of NEl2 Ex A A" `m cff ffoffEsyqlP4, LW. � � '�"A a G� � Paoxr.•lcrol esr-,rae� JOB '' 84560 QUOTE 18103 #I oB >\ SERIAL 0000000 A 9��• L� FILE NAMEI "ESS 10NP A18103 Jun 04, 2024 srATE1 NY EXPOSURE C CATEGORYI NOTES: SNOW ZONE, 20 PSF —CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE WI —FASTEN BRACING TO EACH INTERSECTING FRAR?!NGM.EA�!E�ER w./ (2) 0. 131"x3" NAILS iONrEE, 106 Vasd/l37 Vult MP —BRACING MAY BE SUBSTITUTED WITH FULL—HEIGHT BLOCKING BETWEEN FRAMING OAD1 30 PSF MEMBERS OR CONTINUOUS SHEATHING SCALES 1/8"= 1'-011 —UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH PAGE e1 ALLOWABLE WIND SPEEDS, RESPECTIVELY A1 . 1 1 CONNECTICUT VALLEY HOMES //''�� (�• SCOTT ANDERSON S��T ��\ EAST OST MODEL HOMES J\ AS LYME M POST ROAD rC � EAST LYME,CT06333I ■ 800-468-62M N N E C T I C U T RHODE ISLAND DESIGN STUDIO 4 LEY HOMES WESTE271 RLRLY,RST I 02288911 686-217-8252 CUSTOM HOME PLANS FOR L'rSE PLANS HAVE BEEN EXTRACTED FROM APPROVED FISHERS ISLAND UILDING SYSTEMS FILET WITH THE STATE (DWP 11/13/23J ------ r RANCH #6 N❑TES; G� ( � u-* CATION OFF EAST END ROAD I... PERIMETER RAIL ATTACHED TO t ` '',` BUILDING FIDCO GATEWAY SILL WITH 16d NAILS AT 6' ❑,C, FISHERS ISLAND,NY 06390 2. PIER F❑❑TINGS BASED UPON 2000 :'' SUFFOLK COUNTY PSF ALLOWABLE S❑IL BEARING sracE DATE DRAWN BY PRESSURE SDD PRELIM 3/14/24 SDD 3, CONCRETE C❑MPRESSIVE STRENGTH: 3000 PSI FINAL 3/24/24 ACS 4. M OR S TYPE MORTAR TO BE STAMP SET 05/02/24 DJS USED REV.FINAL 5/15124 ACS 5. MAX ANCH❑R B❑LT SPACING: 6'-0' PRF_PROD#1 06/14/24 DJs ❑.C, (4'-0' ❑,C, MAX IN AREAS WHERE FDN/DECK REV 10/03/24 TS WIND VEL❑CITY IS @ OR EXCEEDS '-1" BULKHEAD REV 10/11/24 TS 100 MPH) IS. WIND❑WS OR VENTS (INSTALLED 26'-2 1/2' 23'-8' 26'-2 1/2' BY OTHERS) ARE REQUIRED TO - - PR❑VIDE 1/150 OF FLOOR AREA AS 11'-10' - FREE VENTILATI❑N AND SHALL BE LOCATED AS CLOSE TO CORNERS AS - - P❑SSIBLE 7, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL F❑UNDATI❑N DWG. FD2 MITE FOR SET CREW_ oI I ( j2 D❑ NOT USE THE PLATES THAT v I a COME WITH THE LALLY COLUMNS, USE THE PLATES m I PR❑VIDED BY C.V.H. WHEN 32•w x 14•H 32'w x 14•H HOUSE IS DELIVERED, I I CELLAR WINDOW CELLAR WINDOW BY OWNER, BY OWNER. w FINAL BULKHEAD I I I I L❑CATI❑N TO BE I I I I (C P L) THIS DETERMINED IS SYMBOL DENOTES A COLUMN ON-SITE BY OWNER L❑CATION REQUIRED TO SUPPORT A I - _J 10' THK. x 20' CONCRETE CRITICAL POINT LOAD. THESE COLUMNS MAY NOT BE RELOCATED I I I WALL FOOTING (TYP,) OR DELETED IN ANY MANNER. 5'-5' 9 CD d l6• I 10' THK. CONCRETE FOUNDATION WALL (TYP.) CU I I I BULKHEAD & STAIRS BY I I r OWNER'S CONCRETE CONTACTOF I I I I � � I TRENCH DRAIN [? BOTTOM OF STAIRS BY OWNER'S CONCRETE +I Ca CONTRACTOR - SLOPE SLAB I tL FROM DOOR TO DRAIN I I CD co to 32'W x 14'H I UP I I I I CELLAR WINDOW CELLAR WINDOW BY ❑WNER, BY OWNER, I I 6'-0" /5'-10' 5'-10' 6'-0" 4'-0' I (738 PLF) <738 PL ) <738 P_F) (738 PLF) 4'-0' 3 -9' - - - - — I I ---I I _ I I ---i I L_ — m I — � I I I I L-_-J L---J L-_-J (738 PLF) :xw3068 DOOR s I SHIPPED LOOSE BY UP (4) 2x1O SPF #2 SW GIRDER FACTORY AND I INSTALLED BY (O 1 6'-6' D.C. MAX, TOTAL LOAD ONLY PROPOSED CVH L❑CATKIN ELEC r7 � c\u PANEL (6) 1 1/2'x9 1/4' LVL FLOOR GIRDER r, I ' 14'-0' D.C. MAX, FLOOR LOAD ONLY ' I I �3_"_D.C._ _TOTAL_ _ AD�°_Y� �( LIFER GROUND ROD, $ SEE DETAIL ON DRWG, FD2 I UNDEY 7'-3'�91,8 1/ I 14'-0' 7'-10' 7'-10' 7'-11 1/2' -- (680 PLF) (680 PLF) (854 PLF) (854 PLF) (854 PLF) r----� r----� CO I +--e- I- - -0�— - - - - - �--- - + - E) - N I I I I I I i L---J L_ -J LCPL L- J L-_CPLJ L__CPLJ I----J L---J 8'-0 1/2' 8'-0' 8,-0' 2233# P.L. 7 -2" 4' DIA. METAL 2233# P.L. 2233# P.L. LALLY (854 PLF) (854 PLF) (854 PLF) I (680 PLF) (TYP.) COLUMN 30' x 30' CONCRETE COLUMN FOOTING I I (TYP.) o r. NOTE, SPLICES MUST FALL OVER PIERS 4' CONCRETE SLAB w/ 6x6 WWF on 10 MIL VAPOR/SOIL GAS BARRIER over oFJ I CRUSHED STONE OR GRAVEL I o 32'W x 14'H I 32'W x 14'H CELLAR WINDOW BY OWNER. CELLAR WINDOW L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — BY OWNER. I I o �pF NE�'Y OMAS 0 11h us I 7' X 7' P.T. POST L ._--_-_-�---L J m � ---- EDGE OF 4'-B'X8'-0" DECK 0805210 12" DIA. CONCRETE ABOVE V DECK PIER (TYP.) 7-5' AOrEs S1ONP 24" DIA, X 12' THK. 12" WIDE X 12" THICK CONCRETE PIER FfG (TYP.) CONCRETE PAD, WIDTH OF STAIR THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. 38'-0 1/2' 38'-0 1/2' SEE SHEET FND2 2476 CUSTOM RANCH FOR FOUNDATION / Tffff PF",F LA OF V F ❑ UNDATI ❑ N PLAN xxx o ffEs P-4, ZL . HOlYI�Sor Pa, �Lc. 7172 RouTB&Ie A/IDOLBRURG• 1W 17842 REIN FOR �'_'_.NING TABLEPNONB.•/570J 9S7-?333 JOB #1 84560 QUOTE *** TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT OPTIONAL FEATURE: SERIA 18103 ' IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE SERIAL 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE a �000�00 WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER FILE NAME- NO, M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN A18103 OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER, OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS STATE: 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY Y HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC EXPOSURE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. CATEGORY: C SNOW ZONE 20 PSF ZONiE, 106 Vasd/137 Vult MP ND LOAD, 30 PSF SCALEI 1/4"= 1 1-011 PAGE #: A1 .9 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES 128 BOSTON POST ROAD �� EAST LYME,CT 08333 1 ■■ 800-168828/ CONNECTICUT R11ODE ISLAND DESIGN sTunw VALLEY HOMES WESTERLY R10289'I 88&217-8282 CUSTOM HOME PLANS FOR THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED FISHERS ISLAND LBU'[LDING SYSTEMS FILED WITH THE STATE, (DWP 11/13/23)1 RANCH #6 BUILDING LOCATION: OFF EAST END ROAD @ FIDCO GATEWAY FISHERS ISLAND,NY 06390 SUFFOLK COUNTY STAGE DATE DRAWN BY SDD PRELIM 3/14/24 SDD FINAL 3/24/24 ACS STAMP SET 05/02/24 DJS REVYINAL 5/15124 ACS PREPROD#1 06/14/24 DJS FDN/DECK REV 10/03/24 TS BULKHEAD REV 10/11/24 TS GROUNDING ELECTRODE CONDUCTOR FOUNDATION WALL R E B A R TABLE CONNECTION LISTED TABLE R404.1.2(8) FROM 2020 NYS RESIDENTIAL CODE FOR PURPOSE MM MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-INCH AND 12" INCH NOMINAL FLAT BASEMENT WALLS n,°,a,ef,h,i,k,n UFER GROUND - MIN. 1/2" MINIMUM VERTICAL REINFORCEMENT-BAR SIZE AND SPACING inches REBAR MARE TIED TO MAXIMUM MAXIMUM (inches) FOOTING REINFORCEMENT, WALL UNBALANCED Soil classes aAd design lateral soil (psf per foot of depth) Y' DIA. X 15' ANCHOR HEIGHT BACKFILL GW, GP, SW, SP GM,GC,SM,SM-SC AND ML SC, ML-CL and inorganic CL BOLTS, SPACE 4'0" O.C. NOTCH IN PLATE MIN. 20' LENGTH (feet) HEIGHT e 30 45 60 9 FOR INSPECTION <m (feet) 1'0" FROM CORNERS AND TIGHTENING Minimum nominal wall thickness (inches) PLACE BOLTS 3" IN FROM 6 8 10 12 6 8 10 12 6 8 10 12 OUTSIDE PERIMETER OF 2" X 6" PLATE Z 4 NR NR NR NR NR NR NR NR NR NR NR NR FOUNDATION WITH 2-3/4" o 5 EXPOSED ABOVE CONCRETE 5 NR NR NR NR NR NR NR NR NR NR NR NR -I Ell =�=1 11-1 1=�11-�I�El I I-I 11EI 11=1 1=1 I-1 I I-I I I=1 I I-1 11=1 11=1 I I 4 NR NR NR NR NR NR NR NR NR NR NR NR 1-1 I I-I I i�l I =111=1 11-1 11=1 11-1 I -11 I=1 6 5 NR NR NR NR NR NR' NR NR 4@35 NR' NR NR 1=1 1=1 - FOUNDATION FOOTING IN -�11--111E1 I 1-1(1=1 11-1 I -1 I(=1 I =1 1=1 �- -i I'� 11-j I 1=1 I I-1 1=11 I-111-111=1 =� 6 NR NR NR NR 5@48 NR NR NR 5@36 NR NR NR 1 III-III—I I DIRECT CONTACT WITH_EARTH 1=1 I I=1 11=1 11='i I l=1 11=1 I—I 1 4 NR NR NR NR NR NR NR NR NR NR NR NR -1 1-11�- 1 11=� 1=�11=)I 1=)I r=1 I i=1 I�J� -� 1=111-� 1=11 I-111-11 -III- 7 \I �J�I 5 NR NR NR NR NR NR NR NR 5@47 NR NR NR TOP VIEW 6 NR NR NR NR 5@42 NR NR NR 6@43 5@48 NR' NR - 7 5@461 NR NR NR 6@42 5@46 NR' NR 6@34 6@48 NR NR SCALE: 1-1/2' = 1'-0" UFER GROUND DETAIL 4 NR NR NR NR NR NR NR NR NR NR NR NR N.T.S. 5 NR NR NR NR 4@38 NR' NR NR 5@43 NR NR NR 8 6 4@37 NR' NR NR 5@37 NR NR NR 6@37 5@43 NR' NR 7 5@40 NR NR NR 6037 5@41 NR' NR 6@34 6@43 NR NR 8 6@43 5@47 NR' NR 6@34 6@43 NR NR 6@27 6@32 6@44 NR 4 NR NR NR NR NR NR NR NR NR NR NR NR 5 NR NR NR NR 4@35 NR' NR NR 5@40 NR NR NR 6 4@34 NR' NR NR 6@48 NR NR NR 6@36 6@39 NR' NR BOLTS,DIA. X 18" ANCHOR 9 7 5@36 NR NR NR 6@34 5@37 NR NR 6@33 6@38 5@37 NR' 1'CFROM ACORNERS O.C. 8 6@38 5@41 NR' NR 6 @3 3 6038 5 @3 7 NR' 6@24 6@29 6@39 4@48 NOTCH IN PLATE PLACE BOLTS 3" IN FROM 9 6@34 6@46 NR NR 6@26 6@30 6041 NR 6@19 6@23 6@30 6@39 FOR INSPECTION OUTSIDE PERIMETER OF 4 NR NR NR NR NR NR NR NR NR NR NR NR AND TIGHTENING FOUNDATION WITH 2-3/4" 5 NR NR NR NR 4@33 NR' NR NR 5@38 NR NR NR EXPOSED ABOVE CONCRETE 6 5@48 NR' NR NR 6@45 NR NR NR 6@34 5@37 NR NR SHEET METAL 10 7 6@47 NR NR NR 6@34 6@48 NR NR 6@30 6@35 6@48 NR' TERMITE SHIELD 8 6@34 5@38 NR NR 6@30 6@34 6@47 NR' 6@22 6@26 6@35 6@45 2" X 6" PLATE 9 6@34 6@41 4@48 NR' 6@23 6@27 6@35 4@48 DR 6@22 6@27 6@34 FIRST FLOOR 10 6@28 6@33 6@45 NR DRJ 6@23 6@29 6@38 DR 6@22 6@22 6@28 2" X 6" PRESSURE FRONT VIEW- For - TREATED SILL For SI: 1 foot=304.8 mm; 1 inch=25.4 mm; 1 pound per square foot=0.1571 kPa Im, 1 pouA per square inch- 6.895 kPa. WITH SEALER SCALE: 1-1/2" = 1'0" NR=Not required. T.O. WALL a. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. EL. - b.Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi. 1/2" 0 x 12" ANCHOR BOLTS Crn c. Vertical reinforcement with a yield strength of less than 60,000 psi and/or bars of a different size than specified in the table are permitted in accordance with Section R404.1.3.3.7.6 and Table R404,1.2(9) o.C. MAX., 12" MAX. FROM d. NR indicates no vertical wall reinforcement is required, except for 6-inch nominal walls formed with FROM CORNERS. stay-in-place forming systems in which case vertical reinforcement shall be #4048 inches on center. GRADE e. Allowable deflection criterion is L/240 where L is the unsupported height of the basement walls in inches. N =IIJ---Ill.� EL. 111=1I II I-="' f. Interpolation is not permitted. IIilll II_ I' g. Where walls will retain 4 feet or more of unbalanced backfill, they shall be laterally supported at the I5_ #4 BAR WITHIN 12" top and bottom before back filling. I OF TOP OF WALL h. Vertical reinforcement shall be located to provide a cover of 1.25 inches measured from the inside I face of the wall. The center of the steel shall not vary from the specified location by more than the Y" DIA. X 18" ANCHOR I greater of 10 percent of the wal thickness or 8-inch. BOLTS, SPACE 4'0" O.C. #4 BAR @ MID POINT g. Concrete cover for reinforcement measured from the inside face of the wall shol not be less than 1'0" FROM CORNERS I OF WALL HEIGHT Y-inch. Concrete cover for reinforcement measured from the outside face of the wall shall not be less PLACE BOLTS 3" IN FROM NOTCH IN PLATE I than 1Y inches for No.5 bars and smaller, and not less than 2 inches for larger bars. OUTSIDE PERIMETER OF FOR INSPECTION I DAMP PROOFING j. DR means design is required in accordance with the applicable building code, or where there is no FOUNDATION WITH 2-3/4" AND TIGHTENING If- code in accordance with ACI 318. EXPOSED ABOVE CONCRETE k. Concrete shall have a specified compressive strength,f', of not less than 2,500 psi at 28 days, unless a higher strength is required by footnote I or m. I #4 BARS @ 48" o.c. VERTICAL I. The minimum thickness is permitted to be reduced 2 inches, provided the minimum specified (2) #4 BARS, I_ LAP BARS 24" min. compressive strength of concrete,f', is 4,000 psi. 2" X 6" PLATE \ MIN. 3" COVERAGE JII m, A plain concrete wall with a minimum nominal thickness of 12 inches is permitted, provided minimum 2" 1(- specified compressive strength of concrete,f', is 3,500 psi. =1'I�IEgLI= l=1 OF NE I.I I--III-III-III-III- �G n. See Table R608.3 for tolerance from nominal thickness permitted for flat walls. I D E \ / EW 2 X 6" PRESSURE = =1=ll-L-LI �� \AOMAS r0 o. The use of this table shall be prohibited for soil classifications not shown. �/ TREATED SILL Ih11- T,O. BSMT. SLAB C ,c SCALE: 1-1/2" = 1'-0" WITH SEALER ( IIIL- EL. 0.0' 11 �II-III- L= =III=1 I f= I-1 -I - 1-1 -1 I I=I n I-1 1=1 I-I I-I -ll 1 I1-1 I�l 11=1 1=1 1 TI=1 1=T=1 I-III-I Hj=1 I-I 11=1T 1=1 080526 II 1.j III�111 I� �iTf iT�Tf l ill„ 1111 ILL IIL1`- PERFORATED FOOTING DRAIN in AR =III-11 III-III h,111� -III-I -1T-u 111-III. 1=III- CRUSHED STONE ENCASED w/ OFESSION L, �ilTr 6 FILTER FABRIC THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. TYPICAL FOUNDATION SECTION N.T.S. 2476 CUSTOM RANCH / TNB PEAT OF ./ZPEX PERFECT/ON ff0ffES'o1 P,Ir LLC. 717P ROUTE 5<'Z .VJDDLBBURC, JU J78J2 PHONB.�(570)887--Y339 JOB #: 84.560 OPTIONAL F EAT U R E. NSERIAL 18103 � 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT � 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM IT IS A VIOLATION OF ARTICLE 145 ❑F THE NEW YORK STATE #: 0000000 EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER FILE NAME. NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN A18103 OWNER OR THE GENERAL CONTRACTOR AS MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS STATE: 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NY NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED EXPOSURE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE HIS SIGNATURE, THE DATE_ ❑F SUCH ALTERATION, AND A SPECIFIC — DESCRIPTION OF THE ALTERATION. CATEGORY: C SNOW OONE 20 PSF ZONE. 106 Vasd/137 Vult MP WOAD. 30 PSF SCALE: 1/411= 1'-011 PAGE #: FD2 CONNECTICUT VALLEY HOMES SCOTTANDERSON EAST LYME MODEL HOMES 128 BOSTON POST ROAD EAST LYME,CT 06333 1 ■■ 800-C6&62M C O N N E C TI C U T R—E ISLAND DESIGN STUDIO VALLEY HOMES WESTERLY, 9 1 888-217-8252 CUSTOM HOME PLANS FOR THESE PLANS HAVE BEEN EXTRACTED FROM APPROVED -I FISHERS ISLAND LBUILD'ING SYSTEMS FILED WITH THE STATE. (DWP 11/13/23J ------ RANCH #6 BUILDING LOCATIUN: OFF EAST END ROAD @ FIDCO GATEWAY LSDDRE S ISLAND,NY 06390 FFOLK COUNTY DATE DRAWN BY 3114/24 SDD 3/24/24 ACS 05/02/24 DJS REVYINAL 5/15/24 ACS PREPROD#1 06/14/24 DJS FDN/DECK REV 10/03/24 TS BULKHEAD REV 10/11/24 TS i NON-ALUMINUM FLASHING NAILS @ 2 Y"" O.C. TO P.T. 2x8 LEDGER BLOCKING W/HOLD-DOWN (12 TOTAL MIN.) AZEK DECKING z 5' FASTEN MASTER P.T. 2x8 JOIST O � LedgerLOK SCREW, TYP. z N .a. za a� 2x10 BLOCKING -� 2" MIN. (2) JOIST BAYS SIMPSON DTT2Z (GALV.) TENSION TIE LEDGER BOARD 12" MAX• OR EQUAL, FASTEN WITH 8-10d x 1.5" NAILS, 2 LOCATIONS PER DECK TYPICAL ELEVATION OF LEDGER BOARD Y" THREADED ROD N.T.S. TYPICAL TENSION TIE @ PORCH NOTES: N.T.S. 1. 5.5" MIN. FOR 2X8 LEDGER BOARD (4.5" MIN. WITH LAG SCREWS) NOTES: 6.5" MIN. FOR 2X10 LEDGER BOARD 7.5" MIN. FOR 2X12 LEDGER BOARD 1. PROVIDE TENSION TIES AT A MINIMUM OF TWO (2)LOCATIONS ON EACH PORCH. 2. IF DECK h FLOOR JOISTS DO NOT ALIGN AND WHERE HOUSE JOISTS ARE PERPENDICULAR TO DECK JOISTS, MODIFY INSTALLATION PER SIMPSONS TECHNICAL.BULLETIN T-C-DECKLATI9. PROVIDE ALL REQUIRED BLOCKING. DECK RAILING SYSTEM EXISTING HOUSE - SEE ORDER FORM FOR DETAILS Y44' X 6" AZEK DECKING (TYP.) (2) P.T. 2x8 BEAM 1x10 EXT. PVC 1st FINISHED FLOOR - - - - - - - SKIRT BOARD P.T. 2x8 JOISTS @ 16" O.C. � of NEW}' P.T. 6x6 POST o �NoMAs O,p w/ VINYL SLEEVE �P.T. 2x8 LEDGER J SEE DETAILS ABOVE FINISHED GRADE 0 aFr� w SIMPSON ABU66 a80526 POST BASE A9OFESStONP N THESE PLANS HAVE BEEN EXTRACTED z FROM APPROVED BUILDING SYSTEMS FILE WITH THE STATE. 12" DIA. CONCRETE �i DECK PIER 2476 CUSTOM RANCH / T6R PPJd'OP APEX PBRP'•CT/ON 24' DIA. X 12" THK ZDIMENSION VARIES - SEE FOUNDATION DLAN ffoff 'SDfB4, LLC. CONCRETE DECK 717P RO1/fl'SP.Z FOOTING (TYP.) .V/ODLBRURG, Ai 173*2 PNON6•(5701 837--X933 10B " 84560 QUOTE OPTIONAL FEATURE■ ERIAL 18103 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT 1, THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM DUCA IONION LAWIFFOROANYRTICLE PERSON,4UN°LESSHACTI G UNDER THE IT IS A NEW YORK STATEtt 0000000 WORK TO BE PERFORMED BY C.V.H., THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER FILE NAME: OWNER OR THE GENERAL CONTRACTOR AS NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN DECK CROSS SECTION STATE A18103 MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO NY W' YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE ❑F SUCH ALTERATION, AND A SPECIFIC THE DRAWING WITH A NOTATION ' ALTERED BY FOLLOWED BY (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE SNPDSURE NOTED ON THE CONSTRUCTION AGREEMENT 5 OF NEW DESCRIPTION OF THE ALTERATION, N.T.S. CATEGORY:NOW C ZONE 20 PSF ZOrNiE. 106 Vasd/137 Vult MP WIND LOAD. 30 PSF SCALE 1/4 If= 1'-011 PAGE #: DECK