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Home My WebLink About1000-65.-1-23 OFFICE LOCATION: ®��OF ®�® SLING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) ass Southold, NY 11971 ® �O Telephone: 631 765-1938 COU LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 20, 2024 Re: LWRP Coastal Consistency Review for AMY ORR SCTM# 1000-65-1-23 AS PER REVISED PLANS AND PROJECT DESCRIPTION RECEIVED 2/27/2024 Amos Meringer Builder on behalf of AMY ORR requests a Wetland Permit to construct a proposed 1 '/2 story 27.5'x45.8' (1,259.5sq.ft.) dwelling with seaward 10'x27.5' (275sq.ft.) attached deck, a 4'x12' front entry with 3'wide path to driveway, and cellar entry steps (1,534.5 total square footage); install A/C units and a generator; install a 4'x6' outdoor shower; a proposed Hydro-Action I/A sanitary system landward of dwelling; install gutters to leaders to drywells; a ±869sq.ft. gravel driveway; relocate existing 12.1'x14.1' shed further landward; the existing cottage located on the seaward side of the bank is to be converted to a "dry" storage out building consisting of a 634.5sq.ft. one-story cottage with entry steps to ground; a 696sq.ft. deck with steps to ground; ±30sq.ft. outdoor shower; 71 sq.ft. top landing and stairs to deck; and a 21.5' long concrete block retaining wall along landward side of cottage and deck. Located: 625 Terry Lane, Southold. SCTM# 1000-65-1-23 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney RECEP: 7D Town of Southold DEC 21 %3 LWRP CONSISTENCY ASSESSMENT FORM Southo d Planning Board � A. INSTRUCTIONS -11 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated-as to..its sigificant beneficial and adverse effects upon the coastal-area(which-includes all of Southold Town). 3. if any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus. each answer must be explained in detail,, listing both supporting and non-. supporting facts. if an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. �vl B. DESCRIPTION OF SITE AND PROPOSED ACTIO] � Q\A SCTM# PROJECT NAME d Y r ��S► enC�- The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Cons ` on �2S►�en� -� V Detailed Project Description: 625 Terry Lane Southold, NY 11971 SCTM: 1000-65-01-23 Installation of Septic System and construction of single-family house with front porch. Project Description: Amos Meringer Builder, on behalf of Amy Orr owner, requests an Administrative Wetlands Permit to install a sanitary system and construct a house with front porch at 625 Terry Lane. Said property has 100 feet of frontage on Terry Lane, 268.79 feet along the eastern property line,98.20 feet along Southold Bay and 283.45 feet along the western property line as shown in the survey. The property totals 29,359sf. The proposed house with front porch totals 1,534.5 sf. The proposed house will measure 27.5 x 45.8-1,259.5 sf/ The front porch will measure 10'd x 27.5'w=275sf. The total square footage of this project is 1,534.5sf. Subject property is currently an unimproved lot with a framed shed that overlooks Southold Bay. The Single-family home is to be built on the upper bank of the propery. The existing shed will be moved to the southwest corner. The new house with porcj will be set back 25'from the top of the bank and over 150 feet from the MHTL. Sanitary system: 3 bedroom= 100 gpd/bedroom=330 gpd A/I System: Hydro-Action AN 400=450gpd Leaching: 4 br MINIUM=300 sf LEACHING (3) LEACHING GALLEYS 4' deep (1) EXPANSION GALLEY 4' deep Location of action: Site acreage: Present land use: �ej CA Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: A AAv, - . ro Mailing address: 0 X 3 5 ( (q 5 d- ( ) eP c Telephone number: Ulai I(o T— MOD Will the action be y undertaken,require funding,or approval by a state or federal agency? Yes ❑ No If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will farther each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 9 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section HI—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No�1 Not Applicable 04 'CNno�- P cesa*s a "%Ok &uram?'- Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria a Yes ❑ No1X1 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold.See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ZJNot Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ Yes ❑No Not Applicable Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LVVRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes No®'Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34'through 38 for evaluation criteria. L!'1 Yes ❑ No El Not Applicable TW- 0.QQ1�t1i11� u�� rpn�re- Q�l w(l Ftbnn Q � ',n �. c, +%'" (4 a �r • PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria ❑Yes ❑ NoM Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ Not Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Poli ies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No Not Applicable PREPARED BY 0�� J�� TITLE -I . DABIP 2020 NEW YOLK STATE SYSTEM DG°3QWHOS BUILDER: BARRY ALTMAN LOO CAL INSP CTM REGUOG3EG ENTS TYMCAL AQ[3G3E'RATIONS O°& /Mt7N3 MOM STMA E BULDR3 CODES PROJECT NAME: AMOS-ORR/2846 CUSTOM CAPE SHEET/ DRAWING INDEX REV DATE LAYER SHEET 0 DRAWING INDEX REV DATE LAYER PROJECT ADDRESS: 625 TERRY LANE SOUTHOLD, NY THE FOLLOWING ITEMS HAVE NOT BEEN COMPLETED IN THE I LOVER SHEET 7/27123 a 12 TYPICAL RANCH CROSS SECTION 5 /04/19 ISE • 2020 RESIDENTIAL CODE OF NEW YORK STATE °o ADDITIONAL CALCULATIONS PREPARED BY FACTORY BY THE MANUFACTURER, HAVE NOT BEEN ADD'L= ADDITIONAL AIA-AI.3 ELEVATIONS 7/27/23 12A TYPICAL RANCH CROSS SECTIONS(SINGLE WIDE) 10/04/19 ISE 2017 NATIONAL ELECTRICAL CODE 44 v V DAVID BILLINGSLEY PE, GLENCO 36103C0166H INSPECTED BY THE THIRD PARTY INSPECTION AGENCY, AND AFF= ABOVE FINISHED FLOOR 1.5-At.s ISi&END STORY FLOOR PLANS 7/27/23 tee OMIT 10/04/19 ISE ENERGY COMPLIANCE SHALL BE DEMONSTRATED BY USE OF h Lv V FLOOD ZONE: X ARE NOT CERTIFIED BY THE APPROVAL OF THESE SYSTEMS AF= ARC FAULT A1.6 ELECTRICAL PUN 7/27/23 12B.1 oMlr 10/04/19 ISE RES-CHECK SOFTWARE AND SHALL SHOW COMPLIANCE W N h 217 E MAIN ST, MIDDLEBURG,PA 17842 FLOOD ZONE: NO DRAWINGS. CODE COMPLIANCE MUST BE DETERMINED AT AP=ACCESS PANEL ALL GENERAL NOTES 7/n/zs zc YP¢AL CAPE CROSS SECTION 10/04/19 ISE ZLv C e y c�La��or�oOaTOO� AL8 BRACED WALL PLAN 7/27/23 12D CAPE OPTIONS CROSS SECTION 10/04/19 ISE WITH EITHER THE"ENERGY CONSERVATION CONSTRUCTION N & e THE LOCAL LEVEL: BSMT=BASEMENT 1 A-A CROSS SEC PLAN 7/27/23 2F DORMER DETAIL t05/16/1 ISE CODE OF NEW YOLK STATE-2020" OR CHAPTER 11 OF THE BTU=BRUTISH THERMAL UNIT A+.10-A1a1 CROSS sEcnoxs 7/27/z3 1zE1 DORMER DETAILS OS/I6 Ib ° N� RCNYS. PRINT OUT SHALL SHOW ECCCNYS 2020, OR N h USE GROUP: RESIDENTIAL 1. FOUNDATION DESIGN AND CONSTRUCTION CB_= CUBIC BEAM AI.M RAF SUPPLY PLAN 7/27/23 2F wH 10/04/19 SE b 2. CRAWL SPACE OR BASEMENT ACCESS FROM EXTERIOR. CFM= CUBIC FEET PER MINUTE :-AL14 RAFTER DETAILS 7/27/23 2F.1 rn H o/0a/19 SE RCNYS CHAPTER 11 IN THE TITLE. OCCUPANT LOAD: SINGLE FAMILY 3. CONNECTIONS FROM MODULAR UNIT TO THE CLG= CEILING 12G OMIT 04/13/18 1 ISE p�` FOUNDATION. CLG ACC= CEILING ACCESS PANEL 12H SECTION DETAILS&CONNECTIONS OB 0J I6 1 ISE /p �/p`� �f 2 GENERAL NOTES 10 SECTION DETAILS&CONNECTIONS 10/31/18 ISE ��^"="��LOCATIONS OO°"� V CONSTRUCTION TYPE: VB WOOD FRAMED UNPROTECTED 4. BASEMENT ELECTRICAL COMPONENTS. CLO= CLOSET 3 RANCH BOOR PUNS 01/I6/20 0 2J SECTION DETAILS A,CONNECTIONS 05/16/I6 ISE r� n p o 5. FOUNDATION VENTILATION CO= CARBON MONOXIDE DETECTOR JA RANCH FLOOR PLANS 01/16/20 20 12K SECTION DETAILS&CONNECTIONS 05 16 16 ISE LABEL LOCATIONS: ry MODEL TYPES: RANCH, CAPE, 2-STORY, TOWNHOUSE 6. INSTALLATION OF RIDGE VENT ATTIC VENTILATION CON= CONNECTION 38 RANCH FLOOR PLANS(ANCAL WIDE) 01/16/20 to 12L OVERHANG DETAILS W/20/19 • DATA PLATE, THIRD PARTY LABEL& STATE �} 3C CULT OI/m/z0 10 I2L3 ROOF OPTIONS 05 I6 I6 ISE 7. INSTALLATION OF FACTORY SUPPLIED GABLE AND EAVE CPVC= CHLORINATED POLYVINYL CHLORIDE LABEL LOCATED UNDER KITCHEN SINK MULTIPLE SINGLE FAMILY UNITS MAY BE JOINED TOGETHER TO 30 OUT 01/I6/20 zD zLa owr D6I9/5 THIRD PARTY IN EACH MODULE LOCATED IN FORM A TOWNHOUSE. UNITS REQUIRE ONE OF THE FOLLOWING OVERHANGS CSMT= CASEMENT 3E OUT 0,/16/20 10 12U VAULTED ROOF DESIGN D6 19 15 OPTIONS: (1) 2-HOUR SEPARATION WALL; (2) 1-HOUR B. OPTIONAL METAL ROOFING CT= COUNTERTOP 3F owT 01/16/20 20 12x1 VAULTED ROOF DESIGN 06 19 IS SECONDARY CLOSET OR OTHER SPECIFIC PLAN 9. INSTALLATION OF FACTORY SUPPLIED MATERIALS FOR D= DRYER 3G OUT 04/13/18 10 12N OMIT Oz 0s D DESIGNATED LOCATION. SEPARATION WALLS. PORCH AND DECK FLOOR, POSTS, HEADERS, PORCH DEL= DOUBLE 3H OMIT 04/13/18 a w1 VAULTED RAFTER CONNECTIONS Oz 0s 0 S OMIT 04/13/18 10 1w 2 VAULTED RAFTER CONNECTIONS 02 05 D STORIES ABOVE FOUNDATION: 2 CEILING FINISH AND EXTERIOR RAILING DIA= DIAMETER 3J OMIT 10/31/18 IQ 1w.3 VAULTED RAFTER CONNECTIONS 02 Os 2p THIS IS A PORTION OF THE NEW YOLK STATE 10. ACCESS TO GRADE FROM EXTERIOR DOORS DW= DISHWASHER 3K OMIT 0/31/18 10 1w4 VAULTED RAFTER CONNECTIONS 02 Ds 20 SYSTEMS PACKAGE WHICH INCLUDES: HEIGHT ABOVE FOUNDATION: VARIES DUE TO GRADE, CEILING HEIGHT 11. GUTTERS, SPLASH BLOCKS, AND DOWNSPOUTS DWV= DRAIN, WASTE, VENT 3L OUT 10/31/18 10 Iw.s VAULTED RAFTER CONNECTIONS 02 0s 20 • 2020 RCNYS CALCULATIONS MANUAL AND ROOF PITCH, BUT NOT GREATER 12. ANY CONNECTIONS OR MATERIALS DESIGNATED WITHIN EA= EACH 3M FLOOR PLAN OPTIONS D1/6/20 4SE 12NS VAULTED RAFTER CONNECTIONS 02 0s 0 . 2020 RCNYS SYSTEM DRAWINGS THAN 25' MEAN ROOF HEIGHT THIS PLAN SET AS FOLLOWS: EGR=EGRESS 4 PIGL KITCHEN LAYOUTS 01/16/20 1PR w.7 VAULTED RAFTER CONNECTIONS Oz ps 20 aA TYPICAL BATH LAYOUTS 01/16/20 1PR Iw.B VAULTED RAFTER CONNECTIONS 0z Os 20 QUALITY ASSURANCE MANULAL 12.1. - SITE PROVIDED AND INSTALLED CONNECTION ELEC=ELECTRIC 5 TYPICAL FOUNDATION PLAN 01/16/20 TO 12N.9 VAULTED RA ER CONNECTIONS Oz 0s 20 INSTALLATION MANUAL LOCATION ON LOT: A HOUSE SPECIFIC SITE PLAN SHALL 12.2 • - FACTORY SUPPLIED CONNECTOR REQUIRING EXT= EXTERIOR 5A TYPICAL FOUNDATION PLAN(ANGLE WIDE) 01/16/20 FO 1w.10 VAULTED RAFTER CONNECTIONS 02 Ds 20 THIS DOCUMENT AND BE PROVIDED WITH EACH INDIVIDUAL FIELD INSTALLATION F=FAHRENHEIT 5B FOUNDATION WnDNS 04/13/18 FD 120 VAULTED TRUSS DESIGNS D2 OS 20 5� M p DD no NT THE SUBJECTMATTER PERMIT SET 13. FLOOR INSULATION FB_= FLOOR BEAM # ec FOUNDATION DETAILS 04/13/18 FOB 120.1 VAULTED TRUSS DESIGNS 06 19 is ��u OO"""��u�Ouu W�©��W��uv u�° CONTAINED HEREIN IS r�T F�r�T 14. HEATING SYSTEM OTHER THAN FACTORY INSTALLED FG_= FLOOR GIRDER 5D.5 FOUNDAnDN NOTES 04/13/18 BE 120.2 VAULTED TRUSS DESIGNS 06 19 15 PROPRIETARY AND MAY DESNO J CW�rERK 6 TYPICAL RANCH ELEVATIONS 01/22/20 1EV 12P TYPICAL FRAMING DETAILS OS I6 I6 ISE NOT BE REPRODUCED ELECTRIC BASEBOARD OR HOT WATER BASEBOARD FLR= FLOOR 6A TYPICAL RANCH ELEVATIONS 01/22/20 2EV 12P.1 MULTI-PLY LVL INTERCONNECTION 1D/04/19 WITHOUTTHE SNOW LOAD:1 25 PG - 14 FT (SEE NOTE BELOW) HEAT. FRMG= FRAMING 68 OMIT 01/22/20 1EV 120.1 TYPICAL PORCH DETAILS 02 Ds 0 PERMISSION OF"APEX 15. ELECTRICAL SERVICE FT= FOOT OR FEET 6C OUT 01/22/20 2LV 1202. TYPICAL PORCH DETAILS 01/30/20 HOMES OF PA,LLC" ROOF LIVE LOAD: 16. INSTALLATION OF FACTORY PROVIDED PADDLE FANS GA= GAUGE 60 0wT 01/22/20 IEV 120.3 TYPICAL DECK/PORCH DETAILS DI/30/20 FOR BUILDINGS LOCATED IN REGIONS WITH GROUND SNOW LOADS AND SOME INTERIOR LIGHTS. GFI= GROUND FAULT INTERRUPTER 6. ELEVATION 10/04/19 2EV 12R1 TYPICALFLOOR DECK DETAILS DI/30/20 6F.3 ELEVATION NOTES 10 04/t9 17SI PORCH BOOR&OEIX CONNECTION CHARTS 02/D7 0 80 PSF OR LESS, DESIGNS SHALL BE IN ACCORDANCE WITH 17. EXTERIOR LIGHT FIXTURE INSTALLATION. GYP= GYPSUM F ELEVATION OPTIONS 04/13/18 12SAA PORCH FLOOR&DECK CONNECTION CHARTS 02/07/2D CHAPTERS 5, 6, & 8. BUILDINGS IN REGIONS WITH GROUND SNOW 18. SMOKE DETECTORS TEST HB_=HIP BEAM # VINYL/ALUMINUM SDING DETAILS 10/10/19 12LI TYPICAL WALL CORNER FROND DETAILS 02 0]20 LOADS GREATER THAN 80 PSF SHALL BE DESIGNED IN 19. HOOKUPS FOR FACTORY INSTALLED TV AND PHONE HDR= HEADER FLASHING oBTA s 08/03/18 ISE 13 TYPICAL STAIR DETAILS 04/13/18 ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE AND ARE BOXES. HDWR= HARDWARE FLASHING DETAILS 06/03/IB ISE 14.4 INSULATION SCHEDULE 10/29/15 INCLUDED IN THE DESIGN SCOPE OF THE 2020 RCNYS 20. COMPLETION OF THE NY ENERGY CERTIFICATE (SEE HT=HEIGHT RESERVED 140 ALTERNATE INSULATION DETAIL D7 of 6 RESERVED 14C ROOF INSULATION&VIIJTILAnON DETAILS 07/01/18 THM PAG3T�7 NFORMATEO9 CD CALCULATIONS MANUAL SUBMITTED AS PART OF THIS APPROVAL. INDIVIDUAL PLAN SUBMITTAL FOR ENERGY CODE TNT=INTERIOR RESERVED 14c SAMPLE RESCHELICS pe/z7/1e �r CALCULATIONS FOR ADDITIONAL ITEMS TO BE JB OR JBOX=JUNCTION BOX RESERVED 4C1 SA PLE RESCHECKS 01/30/20 z INSPECTED ON-SITE LBS= POUNDS WOOD BOARD AND PAT TEN AGING DETAILS 08/03/I6 S DOOR&WINDOW SCHEDULE O2 O7 20 SCH ADJUSTED GROUND SNOW LOAD: ) LIN=LINEN TYPICAL RANCH ELECTRICAL PLANS 01/22/20 IE 15.1 DOOR&WINDOW SCHEDULE 04/13/18 GROUND SNOW LOADS SHALL BE ADJUSTED FOR ELEVATION BASED 21. ON-SITE TRUSS CONNECTIONS 7A TYPICAL RANCH ELECTRICAL PUNS 01/22/20 2E 16 OUT 04 28 20 THIRD PARTY APPROVAL AGENCY: Q ON 2 PSF PER 100 FT ELEVATION ABOVE 1,000 FT ASL. 22. UNFINISHED CAPE AREAS. LOC'N=LOCATION' 79 TYPICAL RANCH ELECTRICAL PUNS(SINGLE NOE) 01/22/20 IE VIA OMIT O4 IB I6 PFS CORPORATION �Ir 23. PIPING EXPOSED TO UNCONDITIONED SPACES. LVL= LAMINATED VENEER LUMBER 7C TYPICAL CAPE ELECTRICAL PLANS 01/22/20 IE 17 OUT 10/31/18 ROOF DEAD LOAD: 10 PSF 24. PLUMBING CONNECTIONS TO FIXTURES FROM MAIN MATT= MATERIAL' 7D TYPICAL CAPE ELECTRICAL PLANS 01/22/20 2E ILA OMIT 01 30/20 417 CENTRAL ROAD,SUITE#2 7E TYPICAL TWO STORY ELECTRICAL PLANS 01/22/20 IE 17a OMIT 01/32/20 1 BLOOMSBURG. PA 17815 0 DRAIN AND SUPPLY LINES. MAX.= MAXIMUM PH. 570-784-8395 � CEILING LIVE LOAD: 10 PSF- 20 PSF G. TYPICAL TWO STORY E ECRAILS PANS 01/13/18 2E 170 DOMITWI o1/aO/z0 FAX 570-784-5961 a L U 25. VENT EXTENSIONS THROUGH ROOF. MIN.= MINIMUM 61 ELECTRICAL INFO AND DE TRAILS 5 04/17/IB 3E ❑p OwT Ot/30/2D CEILING DEAD LOAD: 10 PSF 26. BATH AND DRYER EXHAUST DUCT THROUGH CEILING ML= MICRO LAM BEAM 7111 ELECTRICAL NOTES 02/10/20 IE 17E OUT 01/30/20 of W C/) B TYPICAL RANCH ELECTRIC HEAT PLAN 10/31/18 IH 17EI gNIT OS 03 IB m FLOOR LIVE LOAD: 40 PSF- NON SLEEPING AREAS TO EXTERIOR. MPH= MILES PER HOUR STATE APPROVAL: o BA TYPICAL RANCH ELECTRIC HEAT PUN 10/31/18 IH W.1 OUT OS 0}18 1- OJ 27. FIREPLACE, WOOD STOVE AND CHIMNEY INSTALLATION. M/W= MICROWAVE' 99 TYPICAL RANCH ELECTRIC HUT PUN 10/31/18 IN 18 FASTENING SCHEDULE ID/24/17 m 30 PSF- SLEEPING AREAS 28. APPLIANCE INSTALLATIONS WHICH MAY INCLUDE BUT NY=NEW YORK EC OUT 10/31/18 IN 18A I FASTENING SCHEDULE 02/20/20 U m FLOOR DEAD LOAD: 10 PSF ARE NOT LIMITED TO: O.C.= ON CENTER 8D OAT 10/31/18 iH HIS ALTERNATE INTERIOR GYPSUM FASTENING 02/20/20 28.1. RANGE OPT.=OPTIONAL BE OUT 10/31/1e IH 183.1 ALTERNATE INTERIOR GYPSUM FASTENING 08/20/19 o y 28.2. REFRIGERATOR OSB=ORIENTED STRAND BOARD 8F OMIT 10/31/18 IH 183.2 ALTERNATE INTERIOR GYPSUM FASTENING 10/04/19 r WIND SPEED: 139 Vult -• _.__ __,. > w m BG ELECTRIC HEAT INFORMATION 10/31/18 TH ISCA EXTERIOR FASTENING SCHEDULE 05/15/15 WASHER AND DRYER PAN.3. .=PANTRY 9 OMIT 02/06/20 1HW 19 RANCH PRESCRIPTIVE BRACED WALL PLAN 0z/ID/20 4PR LOCAL WEATHER DATA SHALL BE PROVIDED IN INDIVIDUAL PERMIT 28 SETS FOR UNITS LOCATED IN SPECIAL WIND REGIONS 28.4. WATER HEALER PE=PHOTO ELECTRIC 9A OUT 02/05/20 THIN t9A RANCH PRESCRIPTIVE BRACED WALL PUN(SOL WIDE 02/10/20 4PR ��(�[��[Qp IUOp� [l�T� PLF= POUNDS PER LINEAR FOOT s6 owr Oz/o6/zo nw 19B CAPE PRESCRIPTIVE BRACED WALL RAN 02/10/20 4PR _ %( ----•---- _ WIND EXPOSURE: D PLYWD= PLYWOOD 9C OUT 02/06/20 THIN 19C TWO STORY PRESCRIPTIVE BRACED WALL PLAN 02/10/20 4PR U SECTION R313- AN AUTOMATIC RESIDENTIAL FIRE 9p I owr 02/06/20 IHW ISD.4 BRACED WALL NOTES 02/10/20 4PR f i SPECIAL END REGIONS: SPRINKLER SYSTEM DESIGNED PER P2904 OR NFPA 130 PROV'D= PROVIDED 9E I OUT 02/06/20 111W 19E SPECIAL BRACED WALL FASTENING 01/30/20 4PR PSF= POUNDS PER SQUARE FOOT 9F DOT 02/05/20 1HW 19F.I ROOF TO BRACED WALL ATTACHMENT 01/30/20 l ' n WIND SPEEDS FOR HOMES LOCATED IN SPECIAL WIND REGIONS SHALL SHALL BE PROVIDED EITHER IN FACTORY OR ON-SITE FOR { E � q ) PSI= POUNDS PER SQUARE INCH 9G OUT 02/06/20 xw 9ca OMIT 0 z9 s N 0 V I ^;':'1 - N BE VERIFIED WITH THE LOCAL CODE OFFICIAL ALL 1 AND 2 FAMILY DWELLINGS AND TOWNHOUSES WHEN 10 TYPICAL RANCH HVAC LAYOUT 01/30/20 3H 19H.3 ALTERNATE BRACED WALL METHODS 10127116 i •;J=� - ' >;N o PVC= POLYVINYL CHLORIDEz HOME HAS A HEIGHT OF: IDA TYPICAL SOL WIDE RANCH HVAC LAYOUT 01/30/20 3H 19I IA ALTERNATE BRACED WALL METHODS OI 30 20 1 'O Z QTY= QUANTITY f F S WALL BRACING: 1. THREE STORIES ABOVE GRADE PLANE 108 TYPICAL CAPE HVAC LAYOUT 01/30/20 3N 191.IB BRACED WALL HOLD DOWN REQUIREMENTS Os 19 15 m PRESCRIPTIVE WALL BRACING IS LIMITED TO WIND SPEEDS OF LESS 2. TWO STORIES ABOVE GRADE PLANE AND A RB_= RIDGE BEAM �{ oc OMIT o1/30/2D 3H j w m i•�, _ _r_..._._ THAN 140 MPH ULTIMATE DESIGN WIND SPEED IN ACCORDANCE WITH HABITABLE ATTIC REV.= REVISED OR REVISION 100 'VAC SECTIONS AND oELVLS 10/31/18 3H - i 3,[+ I;' Of a 3. TWO STORIES ON AN OUT OF GRADE FOUNDATION REQ.= REQUIRED 0E HVAC 60NE RIC&NO ES o1/3a/zo 3H f CD COY TABLE R602.10.3(1). DESIGNS FOR WIND SPEEDS OF LESS THAN 140 OF TYPICALHUTC& OTES CALCULATIONS 01/30/20 3H '.•.r-t- MPH EXPOSURE D SHALL BE SUBMITTED ON AN INDIVIDUAL MODEL WHERE THE FIRST STORY FINISHED FLOOR IS 6' RM= ROOM oF.1 YPICA HEAT osscucuunONs oe/zo/19 JH L, __�..-_• -T` APPROVAL BASIS. WALL LINES THAT DO NOT MEET PRESCRIPTIVE OR MORE ABOVE GRADE PLANE. RO= ROUGH OPENING LOG TYPICAL HEAT LOSS CALCULATIONS 08/20/19 3H BRACED WALL REQUIREMENTS SHALL BE DESIGNED IN ACCORDANCE EXCEPTION: WHERE AN OPEN FOUNDATION IS DESIGNED IN SAN= SANITARY off I TYPICAL HEAT LOSS CALCULATIONS oe/m/ze R41 0 \ WITH ACCEPTED ENGINEERING PRACTICE. FLOOD HAZARD AREAS, THE OPEN FOUNDATION SHALL SD= SMOKE DETECTOR to I MISCELLANEOUS MECHANICAL NOTES 02/06/20 1 3H ID 10i MISCELLANEOUS MECHANICAL DETAILS E02/06/20 9 3H -.. W- NOi BE CONSIDERED A STORY SO LONG AS THAT AREA IS SECT= SECTION It TYPICAL RANCH DWV PwMBINO SCHEMATIC 6 1Pu ~ ^ CO NOT USED FOR STORAGE OF COMBUSTIBLE MATERIALS. S.F.=SQUARE FOOT/FEET ILA TYPICAL RANCH SUPPLY PLUMBING SCHEMATIC 0 IPL Warning:It is a violation of the NYS Education Law o CO O V - REQUIRED COMPLIANCE SIGN (��e��QT[�' SGL=SINGLE 11a OUT 9 Pu Art!le 145 for any person,unless he is acting under 3 w SHGC= SOLAR HEAT GAIN COEFFICIENT 11c OUT 0 IPL the direction of a' rofesslonal En ineer,to >o a J F R ON-SITE BY THE BUILDER 1. ALL CODE SECTION REFERENCES USTED IN THIS PLAN SET Ila owr 12/14/16 1PU g w m SHTG=SHEATHING ®s Red Y. r REFERENCE THE RESIDENTIAL CODE OF NYS UNLESS INDICATED ALE owr 0 IPL r SA=SHIP LOOSE' OTHERWISE. IIF PLUMBING DETAILS D IPU SEISMIC DESIGN CATEGORY: 2. FOR INFORMATION NOT SHOWN OR SPECIFIED IN THIS SET OF SPF=SPRUCE PINE FIR Ito PLUMBING DETAILS s IPL I .f .nl eO / FILE: DRAWINGS,PLEASE REFER TO THE QUALITY ASSURANCE MANUAL. SUPP= SUPPLY HHA PLUMBING NOTES ��`�P` Vv B -0.167g <SIDE;<0.33g 3. THESE DRAWINGS ARE THE PROPERTY OF THE MANUFACTURER SYP= SOUTHERN YELLOW PINE TOTAL SHEETS INCLUDED s9 AND SHALL NOT BE REPRODUCED OR COPIED WITHOUT TEMP= TEMPERATURE ��pp �(�M 5�(� �p(� �p/�m ENERGY TESTING AGENCY: EXPEDIANT ENVIRONMENTAL SOLUTIONS LLC "[� SQ.FT.: AUTHORIZATION. T&G= TONGUE &GROOVE ENERGY MUM QOEIIXIM U. 3657 ALBANY POST ROAD � STATE: PRESCRIPTIVE WALL BRACING DESIGNS FOR SEISMIC DESIGN 4. THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR TRPL= TRIPLE 5�2 COMPLETION � n/ p 5� �p n2/�p p n n/�2�p5� POUGHKEEPSIENY 12601 845-229-1437 DIMENSIONAL REFERENCE.ALL DIMENSION LINES AND NOTES _ �0 p E COO MPL E u IOO N WLSILSSI�J�HEMEN II So TYPE: CATEGORY REGIONS Do SHALL BE SUBMITTED ON AN INDIVIDUAL SUPERSEDE ANY SUCH REFERENCE. TRTD- TREATED MODEL APPROVAL BASIS. TYP= TYPICAL 5. ALL NOTES NTH REFERENCE TO 1N FIELD'."ON SITE', T 'BY W=WASHER ALL MATERIALS FOR THE FOUNDATION,INCLUDING SUPPORT COLUMNS AND CONNECTIONS.FIRE PROTECTION SYSTEM(CO DETECTORS/SMOKE MODEL: SITE CLASS: D BUILDER"ARE PERTAINING TO THE RESPONSIBILITIES OF THE W.I.C. WALK IN CLOSET DETECTORS ETC.)(IDENTIFIED ON PLAN),ON-SITE TILE,INSULATION AND AIR SEAMING OF CEILING ACCESS PANELS,EXTENSIONS OF VENTS GENERAL CONTRACTOR. \ CLIMATE ZONES: 6 _ THROUGH THE ROOF,FIELD INSTALLED HANDRAILS,ON-SITE ROOF CONNECTIONS LISTED ON PAGE A1.13-A1.14 OF PERMIT SET,RODENT l.C7 6. BLOWER DOOR TESTING SHALL BE COMPLETED BY AN APPROVED W�D= WASHER DRYER WITH PROOFING,COMPLETION OF SHINGLES ON ROOF AFTER ROOF IS RAISED,GUTTERS AND DOWN SPOUTS,RIDGE VENT COMPLETION,GABLE END �89 3 4 2 V� RAWING: FLOOD AREAS: 3RD PARTY ON SITE AFTER THE COMPLETION OF THE MODULE / SIDING,SOFFIT INSTALLATION,INTERCONNECTION OF MODULAR UNITS TO EACH OTHER AND THE O.S. 1ST FLOOR,INTERCONNECTION OF COVER BASE FLOOD ELEVATIONS FOR HOMES LOCATED IN FLOOD AREAS SET IN ACCORDANCE WITH ASTM E 779 OR ASTM 3 1827 IN WP= WATERPROOF WIRES,ALL SUPPLIES AND DRAINS BELOW THE FLOOR JOISTS,INSTALLATION OF ALL GAS LINES,ELECTRICAL PANEL DISCONNECT AND '�/QpFEss 10� SHEET COMPLIANCE WITH N1102.4.1.2.A WRITTEN REPORT OF THE CJ SHALL BE DETERMINED USING FEMA FLOOD MAPS AND SHALL BE TESTING RESULTS SHALL BE PROVIDED TO THE LOCAL CODE SERVICE ENTRY WIRE, ON-SITE APPLIANCES,INSTALLATION OF FLOOR INSULATION,AIR LEAKAGE TESTING,INSULATED FLEX DUCT FROM VERIFIED BY ELEVATION CERTIFICATES OR VERIFIED BY THE LOCAL OFFICIAL.A COPY H THE TEST RESULTS SHALL ALSO O BATHROOM FANS DIRECTLY TO THE EXTERIOR,PORCH ROOF,FURNACE/AIR HANDLER AND DUCTWORK,PORCH SLAB/POSTS,DECKS AND Aug , ZO23 SHEET: CODE OFFICIAL. MODULAR CONSTRUCTION FIRST FLOOR HEIGHT SHALL WATER HEATER AND INSTALLA70N,FOUNDATION INSULATION. g PROVIDED TO THE MODULAR MANUFACTURER FOR THEIR FILE.SEE y BE NOTED TO BE A MIN OF 2' ABOVE THE FLOOD LEVEL. PG 2 NOTE#45 FOR ADDITIONAL INFORMATION. P.E.-SEAL �HE QN-17822/JN-8279/NY IISE PLANS HAVE BEEN EXTRACTED FROM APPROVEDI RI L_ BUILDING SYSTEMS FILED WITH THE STATE__J LLI cs cu 0- z zCD Q cl U Q NY CERTIFICATION FOR MODULARS YES X NO Q\ THE FOLLOWING ELEMENTS OF CERTIFICATION E� W REQUIRED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS: 1)DESIGNATED ONLY FOR ERECTION ON A SITE-BUILT PERMANENT FOUNDATION ~ —� 2)NOT DESIGNED TO BE MOVED ONCE INSTALLED. 3)➢ESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL BUILDING CODE OR EQUIVALENT TO BUILDING CODES FOR ON-SITE HOUSING, ( F OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT U Cy z TO TITLE II OF THE NATIONAL HOUSING ACT, AND z E3 4)T0 THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN 0 G_ ON A SITE-BUILT PERMANENT FOUNDATION. [] c o cu � a � Q U \ 1�4.625 J V CD Q � F2 W Q z ~ > Q z 12 __J z W }q U C,O- J N LC7 = J Zq0 o � � o U7 L� (U Z N�- 3 v _________ o N FINISHED CEILING I m Q (n Q cu r e (lJ l (U Q N\ \ N \ \ � � E (U (U N M h FINISHED FLOOR .T...,� ----->_-=_F, i �. UFINISHED GRADE L-- __-_-.__...-._ _-.-'-„- .-------' J CK CK W a a a z a > > j ❑MIT SIDING 0 OF NF!'li �Q P� W BpR, �p �t s� 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = kd kd ts l IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE �7 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE � p A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER 0 54 THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN /� 89 3 47. NO. M1166-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS Q NO= MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX IS SEAL TO R�FESS 10�' A y H2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC Aug 1 4, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. P� 111 THESE PLANS HAVE BEEN EXTRACTED FROM OVE APPR , UN -1 7 8 2 2/J N-8 2 7 9/N Y L— BUILDING SYSTEMS FILED WITH THE STATE. —Jcu vJ W Zm Q z � � U � Q O LIJ J W (__) 0� a C] W V) CC) C] aj Q U \ \ c) C z 54 Q o q LL 4.625 F (l[�- W y J Noce Z o Q 12 CL z r 1-- �12 Q z Z y to U o d �J NLLJ � �O �O= -i o 7 IfOU L N CL Q) If FINISHED CEILING m ClJ In v] ai In v� U U Y U U 00 i; _ CU N M r1 ro I r 1 7 E'-4 J i� cu ^ I I (\U N \ \ \ FINISHED FLOOR ZD J J J FINISHED GRADE :. V W W W J L d CZ Z I 1 1 W W W ❑MIT SIDING ()F NFL o0 �. W .Bp�� L0 q co Qt o 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION ➢IRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER �I THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 89 3 4 2- NO M1168-2022-075, MANUFACTURER'S NO, M1166, WHICH HAS NOT BEEN ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO �OFESS'O� DR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS AQ NOS MODIFIED. IN ANY MANNER. 2, THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE; ACTUAL HOUSE MAY VARY FROM ELEVATION 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC Aug 1 4, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. A1 , 2 QN-17822/JN-8279/NY rTH7sF PLANS HAVE BEEN EXTRACTED FRDM APPRUVE I CU L_ BUILDING SYSTEMS FILED WITH THE STATE_ _j W z O (cu U CL 0 CJ U \<: LI_I O -j w V) LI_I C� U Q ED �,D J (� CC) LJ o c1l —J � y Q U \ z >: �w m J �o� m Q J Q Z Z J N Z CO Lr)(] W Z NISHED CEILING - -- i __—_.- --- - ---- - Z(U FI 31 -m ElI.a f?1 i Vl N W V7 fnU�u - LL01 EGRESS 0 1 \ \ \ \ FINISHED FLOOR O FINISHED GRADE :. J J J U J � � � ¢ > Z L' a a a i IL > > > L d > Ld Li Lj Ld ()F NFL °o OMIT SIDING kSh � 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT \ IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE Z 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 2 �. NO. M1168-N ANY n S4, 75, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN O8 9 3 4 OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS /O \'?, Op MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION ESsl 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 AL3 rTHESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, Q N-1 7 8 2 2/J N-8 2 7 9/N Y N L BUILDING SYSTEMS FILED WITH THE STATE J z LLJ N 2 Co Q Q Q Li O W (� LLI Q O `D F (� Co LD E:l CU : a o Q z J LIN CD ti M Q � J W } Q Z} H Q Z Z }M U O CL Q�J N:E: Z O_'1] Y q Cn o In O I- N q In FINISHED CEILING (lJ cu Vl ULI EGRESS LL11 EGRESS q : Lj i i N�C`v 1 71 (U r, f 1 N N zz Z�l i N N N m " n OD 1 FINISHED FLOOR -_ - - Lt:.i•e:;-lit fi:�'• f �_ J :, FINISHED GRADE --__,__.�__.... _ ._ _ _.__.._._. ..,-. V. � Lj La _J > .. IJ a a ED W -I y o f > j L M > w Ld Lj ❑MIT SIDING ()F NFl7i o0 �P P� w.BOR/2�O � Nye r" h ,TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = IN IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE �I 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE `' A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ALTER 0 THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN &n 3 4r. - !� 0 NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN /� J L OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS MODIFIED IN ANY MANNER. O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION R�FESS IO� 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC Aug 1 4, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. 0 AIA QN-17822/JN-8279/NY FH7s7 PLANS HAVE BEEN EXTRACTED FROM APPROVEDI ClJ DI SYSTEMS FIL ED w1TH THE STATE. ANDERSEN 400 WINDOW/D❑OR SCHEDULE BUIL NG ____ ______________ WINDOW LABEL ROUGH OPENING 'U' VALUE LLI Q O (U - rNEW YORK CODES -I GLENCO SYSTEM CALC'S� 7 � ® � SI 2 OJ Axw31 36 1/2'x 36 1/2' .30 :�2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND ALL EXT. LOAD BEARING HDR'S: WITH SPAN OF 5'-8' [R-13 INSULATION INSTALLED IN UNDERSIDE ❑F STAIRS. Q_ V r BUILDING CODE (WHICH INCORPORATES BY REFERENCE): OR LESS WILL BE (3) 2x6 SPF 112 ALL OTHERS AXW31-3 99 1/8'x36 1/2' .30 - - - - - - - - - - - - - 2020 RESIDENTIAL CODE OF NYS WILL BE SPECIFIED. ALL REQUIRE➢ JACK STUDS ➢HP410410 59 7/8'x60 7/8' .30 ~ Q 12020 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS1 SHOWN ARE 2.6 SPF k2. FwG6o611 72x83' .30 ® R-13 INSULATION INSTALLED IN BASEMENT STAIR WALLS U L2017 NATIONAL ELECTRICAL CODE --------.j qLL M/W HDR'S: WITH SPAN OF 6'-7' OR LESS WILL FwGEo6i1 96'x83' .30 BE(4) 2.6 SPF N2 ALL OTHERS WILL BE SPECIFIED. f- L� cz U o o �,D i � o 16-1° VAULT V) CO ~ ti II ' 46'-0' 41-10 1/2" 28'-0° 22-6 1/2' SAFETY 15'-8' 3'-8' 20 •gg zo 1< SAFETY © F_ GLAZE➢ SP V o \ ® O GLAZED AXW31 2' FUTURE VENT AXW31 EGRESS® 1/2 GLASS Q L�11'1 ----------------- 24'-10 3/4°, 7'-11 3/4"\ 11'-2 3/4'- - BATH#1 � 0 CD RAILING N Z m OD ONSITE [U r Q ¢i t17 � > OTHERS --iBF 5 1.9. > C V \ To. . _- a �H N-5/.� BEDROOM#1 3"-0"LIVING ROOM 3'DRA"[NR� 126.22 SO.FT. LLJ 2-3/4'SUPP`(C7 5.05 VENT RER'D. D z f nveI ZVAULTED CEILING z0 27,72 LIGHT PROV'D. SP BATH 41 AND 2 Q Z _ 32.56 VENT PROV'D. o AXW31-3 ED CLO \ j._R VBD30 u J N \ N ^ 3' RADON VENT SHir+ E �0Y q 5'-6' cU ie�r'oint 434.33 SOFT. saurm � Z34.75 LIGHT REO'D. To ccalx N17.37 VENT REO'D. ® 2x6 ® -- \ CV UU7� LL00 183.91 LIGHT PROV'D. POINT LOAD N(n Z108.54 VENT PROV'D. BATH 14 AREA INCLUDES LIVING/DINING ROOMS AND KITCHEN I I Co K K - r•_' `- IC,`c i V xD (4 2 ° I wD CLO ? --- ---- - - p n❑u 15'-4 3/4' - L---J N U 7'-6' U \ tl r:i o N 4 D ® L 2/8 21'-7' 2/8 2/8 7'-6' ---- CLO HALL I > V) N ca } r\ U U Y U U U I `VAULTED CEILING 6° 4 1/4" K �K � _...,�_._.__ ; ¢ ¢ �n Q ¢ Y 17'-2 1/4' � POINT LOAD u � -__.-__._..•,_,._..,....:.__�_ � tr q: ➢j 36' BAR �I `iN IUT o TRW 2/8 2/8 j w N CU \ (U (U N N j �` I CLO n H [ v N DINING ROOM II a o �J Il�a=3 I ti g N N w (\ro � r- cO o� I B42 ,�� _ )F NFL, + KITCHEN -o w 31 BEDROOM#2 � BEDROOM#3 .``i VV g0 J J x- 100.10 SC.FT. m 112.66 SOFT. 1 P �j. A\ �cI .�. w w w J 8.01 LIGHT RED'➢, 9.01 LIGHT REO'D. I ` c_ O U d' ¢ � d m \ ❑H 4.00 VENT REO'D. `? 4.51 VENT REO'D. AXW31-3 I` /jj LJ 0- 0_ Z C7 w OMIT KITCHEN �UCE:Tlll A 3 0 ^ 0 20.92 LIGHT PROV'D. 27.72 LIGHT PROV'D. Cr d. N i t�, J N ^ UI 11.76 VENT PROV'D. G, 13.16 VENT PROV'D. `"J co ly w \ 6'-11 1/4' 12'-O' tiu ❑H o * w w w co d' _ ----------- B18 ➢WS SB 36 B12 B18 qV O - -- -- --- - - - i -0' 11'-1' 11'-2 3/4' = o W3640.5 W3 40.5 "(' �89342' ® DATA PLATE,STATE EGRESS EGRESS® ® 7O (y ry ® 5 PFS LABEL LOC'N. SP 4 ® AXW31 R�FESS IO 41'-10 1/2' 33'-5° 17'-8' 6'-1 1/2" o N C�' 16'-1° VAULT Aug 14, 2023 N�� 1s'-1o• r - - - - - - - - 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT DORMER IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE XE IMPORTANT NOTE W EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE aa` 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER ALL FLOOR C❑VERINGS TO BE PR❑VIDED BY BUILDER, i op. A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN V NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS I THEREFORE IT IS THE BUILDERS RESPONSIBILITY T❑ I n°oo MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR RAISING 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER DOORS, CABINETS, ETC THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY C 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC L - _ _PRIOR T❑ CONSTRUCTION.- - J (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. NOTES: 5, 8'-0' 1ST FLOOR CEILING HEIGHT 6, 12/12 STORAGE RAFTER ROOF SYSTEM @ 16' O,C, 2. HEAT SYSTEM ❑N-SITE BY OTHERS 7. 3. 400 SERIES WIND❑WS BY ANDERSEN 8' 1 I 4. 1ST FLOOR SQUARE FOOTAGE = 1265 SQ/FT 9• z cn -P, w ru D M Z A C) mow z p 3 Zp D' p� 0 rn-i 0 r, Amm �3N? I �1 z mz o m" m Imml m£z 01 p m Z W'm m b a CD fb'IOLI Nmp ' Z. o Nm zo0A o Im=I m, 011 Z < Nmz rzmmc Z x Z M. Zm aAD IT zo C'i E Imzl m I4 (/) m,A DZc r mX ��'rAi m £ r<= cA d E IEg1 A A m z 3Oy 'A<3 Gf I=C]I t� r°mZ Npm r li ED a<2 pNm m Imol V) �zm mar° t7 mA mmz oz 1 0 =ov £< p I mIl _ LJ mm> mcD H V N mam =mm o SP AD o Qm 0 by Z � DHP410410 m z c z y r 94 11/2' H➢R HT n r� 'd2 O�.m. r_ o m m A< (- 2x8 { I 2x8 rm m v za� I I A zx I I I I I I I I I I I I I I moo— mmn.. I I I A,�-,rJAyrJ�av' I I < I �mDtlmD`"--D D I I c oDZ�-1Zzz< Ammmymar I I I b I om£a11�a D£D I I rm D =r=.t=fm'--mz I I r= I A DZm< mm Am I I r I I ~ oZDpoVIr I I Z p c Z m A p m m I I ?n `Amzx— T =ay Z�lcN I I I I I I DmDm�zml I metro-rNy I I adammm = I I cilro I z-;xoAr�zizm i i � 4'-11"I o �D zuotnz=- Zo r� 'AI I aomzaom I vlm>mraAln I I m or-uD-u rot mmr=a --i rn� �mpmwmm D m K M- i r�i I I I I D O v Z D n z ., I ri l- 0 I I I o�=cm N I i zz Edt7 m I I I I �Azon I D om-0r-o Amx z I az I Z I �30 1 I I COo FM-(1)0� oO I £ -9£m or o I Dzz o r-EDV) m a I I I dv,�rAi LD I c:0 �A� I ID n a z o I i ° ZDmm Vomm Inddl I I _ 70 c: ooN N b d I In _i_-1m �z�mm� O IMmpl ro � �� m El d I I bebd I"mz A,I I I A I I I I I LmJ I I I I I I I I I I I I I I I I I I I I I I I I w I I I I I I of I to N Iti Ib Ai �I h IA I Ib IN ml nl Im Irk I `ol 'I IP Iz I I z Z Iz Ib til z IZ IN I of m Im to I ZI I 16'-5' I L_ —J HDR, (3) 1 1/2'xll 1/4' M.L. 13'-9" 27'-6' S i Co li Co Fv :i ',D z STAGE DATE DRAWN BY D PRELIM 12/14/22 Acs BARRY ALTMAN/AM❑S—❑RR TIIE PEnE OF REV. PRELIM 12/21/22 ACS PERFECTION BUILDING 'LOCATION: SEISMIC P—F REV PRELIM 2/27/23 SKB DESIGN 2846 CUSTOM CAPE REV, PRELIM 3/17/23 ACS 625 TERRY LANE CATEGORY: HO�d El"sof PA, Lzzc FINAL 7/18/23 Acs S❑UTH❑LD, NY 2ND STORY FLOOR PLAN 7172 ROUTE 522 APPROVAL 7/31/23 KD SUFF❑LK COUNTY B Af/DD6EDUR6!, P4 17842 F—� PHONE•.• (570) 837-2333 REV, FINAL 8/7/23 ACS SNOW ZONE: WIND ZONE: WIND LOAD: SCALE: ILAYER: FILE NO: 25 PSF 130 MPH (VULT) 30 PSF 3/16'= 1-0' SH2/FP2 A17822(27) mNN 3ZD!' zpy pp o r�r�� ti-i p � Imml m G N 2 ti �fZ1 mm� m mI p£m ZN-Q M. Ir�I mpg DNyO M. IZVZII vA< ZN A In I DMA jop< p 2 . tJ-�1A 3NmD 3 INmI D-1 D• m _ Z At" T. I3z, Zmp ACrn O I"ZI mmm DZC r Irml CN, nNm m Id AI r AACJ � I£DnI r�Z Nom fm' I�m O I y�2 Nm mm XI ZD Vi Iti3I £Om mar SnZ AD O p £pZ �A I �I A L:J r2iAA nr�N vmi C: =p N Aod Noz ? (3) 1 1/2'x7 1/4' M.L. ENDWALL THRUST BEAM mzN ZNt r ooc dm m m�m = m r - a Zn z yA -i ti� m- ll� £� m pp 3w Z m Z" " 3�AD� z or-zw o� z ar o�m£ [II cx cx �+Na£� ��DZ-1 .•.III 3V 3v Dr3C 3 L]=A Z Z 41 A f/Nm1 mAC,.., r v Nr m mm t; n N �P -6 DemD� D pll�V ��Ila oI£y-£zo-< x % zcz2 zo m ANm�Nm'r p f'�£�DyD Ey rII A41 N =m=m.T1Dn,oz Ells r1 £ m DADzm m D ]I D DD ZLI£j z 2>: r A AI r r p Z£m<D mm-{m�Dt] yo,Llwlmm'--'m H..m y A A m f o M mpm Cm.. Cm.�.. Zcp m2np Z� N�NDt] II 3 3f f�`I vim-i3m D"2=LZIp ZN -30yf'i OfD' 311� f3 N.D-Dpr m Armm Dm, Zrr/i3mr Zr Zvi3Zy m VI Vl F GJ £GJ Dm-D.Dm ZDf='1 LSi�>£A o<� y-yZ Dam�y N x M.L. 1 DPmry z x p A n 1a w (4) 1 1/2'x9 1/4'z-"m£ I D 1�v c A n - - (4) 1 1/2'x9 1/4' M.L. -__ _FLOOR HEAM_ c rr r'Zc zp ro,Amity, Domz Dpm me D r A N I F__ ti �Z r--- I Ie I CV ® 2 i O I w x II 0 O n STq F � I c OCb92 00 (� Cm W T I i " -_.�1 - i F0 0- a p z GjN ��4 /77 03 z STAGE DATE DRAWN BY D PRELIM 12/14/22 Acs _ BARRY ALTMAN/AM❑S—❑RR T/1B PE'1X OF REV. PRELIM 12/21/22 ACS n PERFECF10A' — BUILDING LOCATION: SEISMIC REV PRELIM 2/27/23 SKB DESIGN 2846 CUSTOM CAPE / ^ REV. PRELIM 3/17/23 ACS 625 TERRY LANE CATEGORY. U I H��o,/'Pil, LLC. FINAL 7/18/23 Acs S❑UTH❑LD, NY 7172 ROU7T 52z — SUFF❑LK COUNTY B A1129,0M DRC, PA 178,12 APPROVAL 7/31/23 KD 1`Jl P1/ONE.• (570) 837-2333 SNOW ZONE: WIND ZONE: WIND LOAD: SCALE: LAYER: FILE NO: REV. FINAL 8/7/23 ACS 25 PSF 139 MPH CVULT) 30 PSF 3/16'= 1'-o SH1 A17822(27) THESE PLANS HAVE BEEN EXTRACTEDFROM APPR OVE, Q N-1 7 8 2 2/J N-8 2 7 9/N Y N L_ BUILDING SYSTEMS FILED WITH THE STATE J (L1 W o cu W Z CO W � Q E] r(� V1 i � o c z y � Q � \ ------------------------- z I I � C�i] cUV W a a- CD W/ J w ————— —————— }Ca O o T O_ (3) 1 1/2'x7 1/4' M.L. (4) 2x4 `L/J N 2: WIND COLUMN SPF 42 ------------------- --_---__-_---___-_ ------------------------- Li -i Z -_-- (3) 1 1/2'x9 1/4' M.L. o Ln o L, J U � £ Z N O_ q �t In (2) 1 1/2'X24' M.L. _. f O) 2x4 ------------- 1 1/2'X24' --_-_-_-_-_ Q SPF #2 (4) 2x4 (3) 1 1/2'x9 1/4' M.L. SPF #2 N (3) 1 1/2'x7 1/4' M.L. --------------- \ \ \ \ ft J \ WIND COLUMN i r Q N N ^ M n -------_-_.- t q \ \ \ \ \ \ \ - - N N N W W W J _J O ¢ L a [L 0- Z co L0- w w w ¢ � m (Y ----- ------- I �v Ow .80 lsv C L -------- ---------- -----------------------J C� y A 7v-Ol ry y 0 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT CIG IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE QD \� �� q A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION ❑F A LICENSED PROFESSIONAL ENGINEER, TO ALTER O 9 3 4 2� �c. '44 w NO. M1168-2022-075, MANUFACTURER'S NO, M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 7O MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS Ro O Q O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO FESS'O C 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC Aug 14, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. � 1 � 513 � UN-17822/JN-8279/NY rTHE ANS HA EN SE PLVE BE EXTRACTED FM APP ROVE, (U L_ BUILDING SYSTEMS FILED W[TH THE STATE_J PANEL BOX LRT BRK VOLT I WIRE TYPE TYPE VIRE VOLT HRK CRT W Q N REFRIGERATOR 1 20A 120 12-2 AFCI AFCI 12-2 120 20A 2 SMALL APPLIANCE `,� co RANGE 3 a0A 240 8-3 AFCI 12-2 120 20A 4 SMALL APPLIANCE !J!� I, 5 AFCI 14-2 120 15A 6 GENERAL LIGHTING [ LL N DISH VASHER ] 20A 120 12-2 AFCI AFCI 14-2 12D 15A B GENERAL LIGHTING .� Q VASHER 9 20A 120 12-2 AFC] AFCI 14-2 120 15A 10 GENERAL LIGHTING C, DRYER 11 30A 240 10-3 AFCI 14-2 121 ISA 12 GENERAL LIGHTING 13 AFCI 14-2 120 15A 14 BATH GFI U EXTERIOR GFI 15 20A 120 12-2 AFCI AFCI 14-2 120 15A 16 GENERAL LIWTMG Li EXTERIOR GFI 1] 20A 120 12-2 RFC( AFCI 14-2 120 ISA IS GENERAL LIGHTING O 1 19 AFCI 12-2 120 21A 20 CAPE GFI IJI 21 AFCI 12-2 120 20A 22 CAPE W J 23 AFCI 12-2 120 20A 24 CAPE 25 26 V/ \ 27 28 n 29 3o LL 31 32 DRYER VENT TO RUN INTO ____________ 33 34 LL S FLOOR AND W/ 4' DUCT AND TOTE, BATH/FAN EXHAUST VENT (41 35 36 N TERMINATE AT EXTERIOR IT❑ RUN UP INTO CEILING AND 37 3e PERIMETER BANDS TO BE (TERMINATE. FLEX DUCT TO BE RAN ' 39 40 FINISHED ON-SITE BY OTHERS OUT ROOF ON-SITE BY OTHERS 41 e2 I— 1 L____________-1 43 A4 /co� 45 46 47 48 J ID 49 50 /F OMIT 51 52 \ FIXTURE 53 sa WP XL GFI 7 \ LQ V O W S� • W/8 GFI 'DROPS 16 Cil W N q CD I • 11 U II PANEL BOX J (wiT Q U m lul LOCATED IN y J ——————— BASEMENT Q ___ I a OMIT C V \\ 14 BOX AND BLOCK J F F N FIXTUR �° FOR PADDLE FAN LLj i \ BOX AND BLOCK I 1 18 i \\ I F —-Q Q Z} I— FOR PADDLE FAN — I —— \ GF I Q Z Z o----- —J •: I 12-2 J -O _ I F \\\ ��/ OF •I 2 120V _J U N Z OMIT `"-- —————————————————- \ i GFI 2 ED Nz - FIXTURE XL �i_— B IN CEILING i$\ 22� 12-2 Q, Li= —i Z 1 F RADON PUMP \\ I 24 }20 A ~ 3 I I N • • ----- cv ---� 12 120V o I I ly LT ------- IIN a N V) D I I GFI I I I GFI � o(/) I I m o 11/13 I ————————————————— �It ` I I w9 I � R F L —I L - s F is 2 N In 6 I I D q o N I I OMIT ----------------------_— ELEC DROPS - —————— W/ 22' COILS - ,,• '_ �1 ;`"_ 1 ?[1). FIXTURE PE - 2 U U Pa V) U F7 (n F ; Q ¢ ¢ vY ¢ a Y 10 F7I� OMIT — JIti ASF \F ' (U (U (U N Cu (U M FIXTURE XL J l GFI I 1 GFIIN FLR I CO \ \ J L Q I 1 I /FORXBSMT SD OMIT OMIT I IL— I ` .. ;r.I'i'�.1!l.r:•i: N .N. CU (O n r CO (FIXTURE 8 .;n'•` ' '. 11 FIXTURE •'_'�J •7 ._ .. I Ij II GF � � � a o II I BOX AND BLOCK BOX AND BLOCK 1,1 CL n" Z Ce 3/J FOR PADDLE FAN FOR PADDLE FAN ; ]w Li lz 17 GF T OF NF ----------- - -- p L GFI 4 — — — ` W BO I 1 VP USH GFI 7 GF[ 1 2 �F GFI \ O NOTE1 RANGE EXHAUST VENT (6') TO RUN UP INTO CEILING AND 1 TERMINATE. FLEX DUCT TO BE RAN 1 O g OUT ROOF ON-SITE BY OTHERS 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = G G IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY DIRECTION OF A LICENSED PROFES PERSON, 08 SIONAL ENGINEER, TO ALTER 9 3 UNLESS ACTING UNDER THE 4� Q A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION A V Lsj NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY ��11 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC Aug 14, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. NOTES: 1, ALL LIVING SPACES ARE ARC-FAULT PROTECTED C❑MBINATI❑N TYPE 2. SEE 2017 NEC NOTE 3, 1 4. 1 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, Q N-1 7 8 2 2/J N-8 2 7 9/N Y N L_ HUILOING SYSTEMS FILED W[TH THE STATE J W o cNu a Co GENERAL NOTES 2020 RESIDENTIAL CODE OF NY NOTES ELECTRICAL NOTES Q ; � L) �z 1. GASKET OR WEATHERSTRIPPING AND 1. WIND❑W EGRESS REQUIREMENTS X 2017 NEC NOTES :T: INSULATI❑N, EQUIVALENT TO THE MEET 2020 RESIDENTIAL CODE OF 1. ALL LIGHT BOXES MUST BE RATED TO SUPPORT 50# FOR NON-PADDLE FANS AND E:j INSULATI❑N ON THE SURROUNDING NY STATE, SECTION R310,1 70# FOR PADDLE FAN BOXES. SURFACES, IS TO BE INSTALLED UPON 2. VISUAL INSPECTION OF THE 2, TAMPER RESISTANT ( T.R. ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE COMPLETI❑N OF THE SET-UP OF THE INSULATI❑N INSTALLATI❑N WILL HOME, UNLESS NOTED ❑THERWISE ON THE PLAN, Do� U HOME AT CEILING ACCESS PANELS AND BE DOCUMENTED BY THE APEX QC 3. ALL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE DWELLING o a / OR PULL DOWN STAIRS ON SITE BY DEPARTMENT, UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W.P. ) T.R. GFI RECEPTACLE kD OTHERS. 3. BUILDER TO INSTALL A FRESH WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH. co 2. DRYER VENT DUCT SHALL TERMINATE AIR INTAKE FROM THE ON-SITE 4, i & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PR❑VIDEO WITH ONE W.P. T.R. ON AN ❑UTSIDE WALL OF A BUILDING FORCED AIR SYSTEM TO MEET GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED A MAX. NOT LESS THAN 3'-0" IN ANY THE REQUIREMENTS OF OF 6'-6" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING UNIT. Q DIRECTI❑N FROM ANY ❑PENING INT❑ M1505,4,3C1), 4, H❑T WATER PIPE INSULATION 5, THE GR❑UNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING CIRCUIT THE BUILDING AND MUST BE EQUIPPED SHALL BE PROVIDED AT THE LOCATION WHERE SWITCHES CONTROLLING LIGHTING Q qL� SHALL BE INSTALLED IN �zo WITH A BACKDRAFT DAMPER, . LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT �w a 3. TUB / SHOWER CONTROL VALVES TO ACCORDANCE W/ SECT, N1103,4,2 HAVE A HIGH STOP LIMIT SET TO OF THE 2020 RESIDENTIAL CODE FOR OTHER THAN THE FOLLOWING: Jam z LIMIT WATER TEMPERATURE TO A OF NY STATE A. WHERE CONDUCTORS ENTER THE BOX ENCL❑SING THE SWITCH THROUGH A Q MAXIMUM OF 120° F C49°C). 5. EXTERIOR WALL FIRE RATING RACEWAY, PR❑VIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL CONDUCTORS, AND REQUIRED FIRE SEPARATION INCLUDING A GROUNDED CONDUCTOR, 4, THE BASEMENT AND / ❑R ATTIC DOOR � DISTANCES MEET THE B. WHERE THE BOX ENCL❑SING THE SWITCH IS ACCESSIBLE FOR THE INSTALLATION MUST HAVE WEATHERSTRIPPING AND A 1 I > REQUIREMENTS PER THE 2020 OF AN ADDITI❑NAL OR REPLACEMENT CABLE WITH❑UT REM❑VING FINISH MATERIALS z} SWEEP PR❑VIDED AND INSTALLED RESIDENTIAL CODE OF NY STATE � i � Jz wv ❑N-SITE BY OTHERS. C. WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 300.15 CE) � o z= TABLE 302.1C1) & C2) D. WHERE A SWITCH DOES NOT SERVE A HABITABLE ROOM OR BATHROOM > Q U oa- 5. ADD BL❑CKING IN WALLS ON ALL ENDS G. BUILDER TO PROVIDE AND �J N2 OF CABINET RUNS FOR BASE, WALL, E. WHERE MULTIPLE SWITCH LOCATIONS CONTROL THE SAME LIGHTING L❑AD SUCH ` Who z" INSTALL HIGH-EFFICACY LAMPS THAT THE ENTIRE FLOOR AREA OF THE ROOM ❑R SPACE IS VISIBLE FROM THE TALL AND VANITY CABINETS T❑ PULL IN 90% ❑F PERMANENTLY L_ SIDE OF CABINETS TIGHT TO THE SINGLE OR C❑MBINED SWITCH LOCATI❑NS o Ln LL INSTALLED LIGHTING FIXTURES a cu 7 w WALL. ❑N-SITE PER SECTI❑N N11041, F. WHERE LIGHTING IN THE AREA IS CONTROLLED BY AUT❑MATIC MEANS o D In o 7. ALL WIND❑WS WITH OPENINGS G. WHERE A SWITCH' CONTROLS A RECEPTACLE LOADS ? N a_ WHICH OPEN 4 INCHES OR 6. ALL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A WET q ou-) LOCATION STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE WEATHERPROOF N GREATER, ARE 72 INCHES ABOVE THE FINISHED GRADE OR WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT. ALL ENCLOSURES AND SURFACE BELOW AND THE COVERS INSTALLED IN WET L❑CATI❑NS MUST BE LISTED AS "EXTRA DUTY" Z LOWEST PART OF THE CLEAR 7. A LUMINARIES WEIGHING MORE THAN 50 LBS, SHALL BE SUPPORTED "u " Y Q" " q � U Y ❑PENING IS LESS THAN 24 INDEPENDENTLY OF THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR THE q INCHES ABOVE THE FINISHED MAXIMUM WEIGHT TO BE SUPPORTED. N M M FLOOR, WILL REQUIRE WIND❑W 8. ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING N N N N GUARDS PER 2020 RESIDENTIAL OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, N N CODE OF NY STATE SECTI❑NS ° DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS BEDROOMS, SUN ROOMS n, R312.2. THE WIND❑W GUARDS RECREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY AREA, OR SIMILAR ROOMS OR WILL BE PR❑VIDED AND AREAS SHALL BE PROTECTED BY A LISTED C❑MBINATI❑N-TYPE ARC-FAULT CIRCUIT J J INSTALLED ON-SITE BY OTHERS, W W W < > INTERRUPTER INSTALLED TO PROVIDE PROTECTI❑N OF THE ENTIRE BRANCH CIRCUIT. �' _j 0 0r ¢ o i e W W W W 9. ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERI❑R RECEPTACLES > ; W AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, THE DISHWASHER CIRCUIT OR RECEPTACLES THAT ARE WITH IN 6'-0' OF THE ❑UTSIDE EDGE OF THE KITCHEN SINK INCLUDING RECEPTACLES UNDER THE SINK OR IN CABINETS ARE REQUIRED To BE GFI PROTECTED. gU y N h 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT �j p [ r y V n IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE ---- - ---- !` \ W BO'r �{ F F4 h EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE --------- "-"_--" - - \ ��` i. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM - ^ Q` Q. O A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER _ _ �• A- NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN '!� V W MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS - 1 -=--------- - C/� G) O O O ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO * S 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. ! Q I - 089342'� �/9ROFESS J() - _.. Aug 14, 2023 /� 7 � EN QN-17822/JN-8279/NY ' IIHESE PLANS HAVE BE EXTRACTED FROM APPROVEO� - N L_ BUILDING SYSTEMS FILED WITH THE STATE _J Lao Li cd _�_ Tiedown _ _Pertf Comer I _S_hea_thing co Summa Fastener EdfieS a6n force segment Connecelan••�'cc 'Endwall 1.1: .131 na"sl 2 v� 6161 lb 5 NO i 20 (-_) iz Q ]End val l l-2:DNM TE-q .131 na'sl 3"OC,__,___.9021 lb _....__5 1Endwall 1.3: .131 nail 2`OC 6310 lb S NO I 30 I5ldewall l-A: .131 real 4'Oc 3M lb P NO_i_ Lo Sidewall 1•H: .731 naB El 4"OC 23H9 Ib p NO IAII Chord SPlices Use 12 .131 nails each side of carp top plge s lice I I I1 i '• �6•oc.131 nails from sidewalltoendwall where bothrfalb have tiedownat the comer,then the sidewAlistransfered 2"oc fastener spacing requires double studs and smCgered fasteners at panel seams. U O `p V) co 46'-0' 0 (1j 11 9-6 5/16' 3'-9' 7'-7 13/16' D Q U m SIMPSON HD14R THD14RJSIMPSON SIMPSON co m STHDI4RJ STHDI4RJ STHDI4RJ (3083#) (53854) (30830 ^ z Q m I7 F NL HDU8 ON Do q V 2 ((CD n 16161#) STRAP FOR (80214 TO SHEAR JOIST) "Ii I— i N c W } 10 ' i Q Z Z 10 WALL LINE 2 SHEAR JOIST. (4) l 1/2'x9 1/4' M.L. •- • • - ry J (] Z= BLOCK AT 32- O.C. FOR 2 BAYS. i 0�O }q U U-' ATTACH EACH END TO ED FOUNDATION FOR 5385# Y N $ SIMPSON U c i HDUB U ti Li J (6310 C7 O H EDo \ Zc. • • CV LL o — s If-)� ¢ a � � Z 00 ~V) 2 Nd Vi v STRAP FOR (6021# L_D—J �N q U) �0 TO SHEAR JOIST) 2 N I STRAP ACROSS FOR OD - - N 5515# (SIMPSON CMST14) I �` n � 53850 FROM SHEAR I Z Vl V7 w (n V) F7 Vi JOIST TO FOUNDATION U U Y U U Y U I E Q'V) Q ¢ Q - u ((, q SIMHD08 -O F N� \U N m m m m m I I I (6310#) V r- \ cu RI N N N B�jQ Q N N m ��\ J J < LJ J Q III \ i Z W a cL z o L ulo_ j > j I'- a w SIMPSON A 69 3 41' �\ W W w ¢ `� N - (6161#)__—_---- Aug4 2023 �� y B 9 4� 6'-11 7/16' 4'-1 3/4' ll'-4 13/16' 5-10 5/8' 3'-3 9/16° slMPsoM n SIMPSDN STHD14RJ (� 52889#)J (2889#) p 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION ❑F ARTICLE 145 OF THE NEW YORK STATE __ _----'----_ '---�_ -•-i �?\ (\C b EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UN➢ER THE 1' c �r �I O q�. 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM �. _ r` - li A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER r`.. NO M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN . OF - " OR INTENT. IF A DRAWING BEARING THE SEAL AN ENGINEER IS MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO � 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION " ALTERED BY ' FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DESCRIPTION HIS ROF E THE THE A TERATIONSUCH ALTERATION, AND A SPECIFIC - �`��11 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE A1 , 8 QN-17822/JN-8279/NY THESE PLANS HAVE BEEN EXTRACTED FROM APPR OVE, CU L_ BUILDING SYSTEMS FILED WITH THE STATE. J v Li cu a- z � Co Q Q a U -i IZ :E: z E: o H z � � o Q U q w ED "D ED N i mot- ED o 46'-0° co 16'-3 1/4' y ;I SIMPSON 6'-10 7/16' y 7'-3 15/16' STHDI4RJ Q Ce \ SIMPSON SIMPSON (30839) STHD14RJ STHDI4RJ DBF ———————————— 3a#L---------55385-#Z ——————————————————————————————————————— F __ ____ _, ------------------- --- Q I HIMP oN 940 T,L. (PLF) I I ~ Wq v Z CD I� I (6161#) I I J ti co ID I 5 3/4f r----_1 I w a L_ —J I I o Q Qzz r1 I �ca � o� I-----_ I QY J N Z L___—J slMPsoI z" cl�O Y q" HDU 4' = O 2 (6310 a f e W 3 16'-3' 768 T.L. (PLF) L-----1 29'-9° 1360 T.L. (PLF) I J Z 8'-3' 8'-0' 6— " 6'-0° 6'-0' 6'-0' 5'-9' I o ---- > Na' t--- I I I Z -I - -e-------- - - - -0 - - - - - ---- - coil I I I I I I I I I - -—- I I L--J L 19--J# --J --J L--J --J /Ir >, 5385# FROM SHEAR POINT / I JOIST TO FOUNDATION LOAD L// I -_ ----_ ------- -- -- _ U,U_Y U U q j I I CONC. FOOTER ¢ I i W/ STEEL COLUMN I SIMPSON M I I (4) 2x10 SYP #1 FLOOR GIRDER I r` 8-1' O.C. MAX. FLOOR LOAD ONLY q \ \ N \ \ \ \ OLC. LAX. TOTAL LOAD ONLY i i i N (u m r, r� °J 'P❑INT LOADS SHOWN ARE IN� 5 3/4 1 I..ADDITIDN TO UNIFORM LOADIJ. I 'J'1"""' 'r:; 20 w W w -i > z I I e _. o � I `D r_ALL SPLICES MUST FALL OVER I o _ '- --" -` - F-"�• \ LOLLY COLUMNS I O_ > > > U a > W LJ W Q L" �D SIMPSON \ 6161 8' MINIMUM CONCRETE WALLS C nr F --------------------------- '40 T.L. (PLF)-------- Go 7'-3 15/16' 11/2' SIMPSON 1 SIMPSON STHD14RJ (2889#)J (2889#> O 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE �;� 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE �1 Q Q A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER QD \ q cy No. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN ((II g 3 q 2 MODIFIED IN ANY MANNER. OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS ALTERED, THE ALTERING-ENGINEER SHALL AFFIX HIS SEAL TO F❑UNDATION DRAWINGS ARE TO BE USED AS A GUIDE • !�, �� 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY ONLY. APEX HOMES WILL NOT ACCEPT ANY LIABILITY R�FESSl�� 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS DESCRIPTIONROF THE ALE THE TER TIONCH ALTERATION, AND A SPECIFIC ❑R RESPONSIBILITY FOR INCORRECT FOUNDATIONS, Aug 14, 2023 (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE NOTES: 6, MAX ANCHOR BOLT SPACING: 6'-0' D.C. (4'-0" O.C. MAX IN AREAS WHERE WIND VELOCITY 1. - IS @ OR EXCEEDS 100 MPH) 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6" O.C. 7. WIND❑WS OR VENTS (INSTALLED BY OTHERS) ARE REQUIRED TO PR❑VIDE 1/150 OF FLOOR 3, PIER F❑❑TINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE AREA AS FREE VENTILATI❑N AND SHALL BE LOCATED AS CLOSE TO CORNERS AS P❑SSIBLE 4, CONCRETE C❑MPRESSIVE STRENGTH: 2500 PSI 1 5, M OR S TYPE MORTAR TO BE USED 1 QN-17822/JN-8279/NY THESE PLANS HAVE BEEN 7XTR7C Erl`7117 APPROVED (U L_ BUILDING SYSTEMS FILED WITH THE STATE. _J LLJ O (U Q Co Q V 0 NOTE 30 YR. FIBERGLASS SHINGLE VENT THRU ROOF (4 3' MIN. CONNECTION TO BE 15# ROOF FELT PAPER D VENT STACK COMPLETED IN FIELD CONTINUOUS RIDGE VENT BY BLDR/CONTRACTOR (END PLUGS AND CONNECTORS INCLUDED) 7/16' OSB ROOF SHTG. 0 ( C o N z MAINTAIN 2' AIRFLOWco (U INSULATION BAFFLE o o (),j U P EAVES FLASHING STRIP OF MINERAL WATER TIGH MAINTAIN PROPER SURFACED ROLL ROOF TO EXTEND TO Q U r WATER TIGHT- PLUMBING VENT THRU ROOF AIRFLOW FROM R-38 FIBERGLASS A POINT 24' MIN. INSIDE THE INTERIOR INSULATION T D 12 INSULATION WITH VAPOR WALL LINE ( ICE SHEILD ) DP CHDRO HARRIER Zj.; �12 I Q ��o L� R-30FIBERGLASS 5/8' COMP. DRIP EDGE,, U U O R-30 FIBERGLASS INSULATION WITH 2-2x6 TOP PLATES STRIP (ENTIRE ROOF PERIMETER) 'I w/R-30 CONTINUOUS VAPOR B (ALL EXTERIOR WALLS) ARRIER CD STACK TO EXTEND INSULATION WITH VAPOR q U Z ('') SPF#2 2x6 SUB-FASCIA 12' MIN. BELOW ROOF BARRIER SHEATHING BEHIND 3-2x6 HDR LINE AND BE WATER NOTELD OUTKNEEWALL TO KNEEWABARRR ON SR AIBY WITH SOLID 1/2' ALUMINUM FASCIA TIGHT THRU ROOF NO REDUCERS ALLOWED BUREVENT COMPRESSION OTHERS PLYWOOD FILLER ON STACK WITHIN 12' /n OF THE R-21 INSULATION AND A➢➢AIR BARRIER ~ PERFORATED VINYL. SOFFIT J OF UNDERSIDE OF ROOF WATER RESISTANT (TYPICAL ALL EAVE OVERHANGS) LJ }R 21 BARRIER R-21 FIBERGLASS INSULATION WITH B Z INSULATION } I— VAPOR BARRIER 7/16' OSH Q WITH Q Z Z VAPOR BARRIER SHEATHING � O a- BLOCK UNDER KNEEWALL SPF242 AT J U N Z (ON-SITE BY A 24' O.C. - ZO EXT. SIDING \ -- 4/4 VINYL H~ C7 SPF#2 5/8' GYP. BOARD �-U-)Oj E3 DBL. 2x4 v `p 0 o TOP PLATE UNIT TO UNIT CONNECTION• '� N 1/2' BOLTS WITH 7/2' GYP. HOARD q WASHERS AT 96' O.C. ` p of °0 2X4 STUD— INSTALLED IN FIELD R 1/2' LAGS AT 84' D.C. (] I SPF #2 AT INSTALLED IN FIELD m 16' O.C. SPF#2 Z V) U pa U F7 2x6 STUDS U U Y U 10'CONCRETE MASONRY UNITS SPF02 Q ¢ U pR POURED CONCRETE WALLS B• 2x4 BOTTOM PLATE 2x6 BOTTOM PLATE EXT. SHEATHING (12 COURSE) SPF#2 7/16' O.S.H. (STD.) q BY APEX _ -- 6 999r 5 __._._�--..T-__ ___ N N (`7 (`7 (h co PARGING COVERED BY BUILDER ' N N N N N N 2x10 JOISTS AT l6' O.C. _ (�{ -. v WITH BITUMINOUSOVER UNIT TO UNIT CONNECTIONS - Q .-. N N W COAT BELOV 1/2' BOLTS WITH -..--_.�`- .. ._ _ __ q \ \ \ \ \ \ I/2'E%PANSION - '' N N GRADE up1NT PERIMETERS TO SILL PLATES WASHERS AT 48' D.C. ,� N ('T n 4'PERFORATED DRAIN a 16d NAILS @ 6' O.C. INST2ALLED LAGS7 ATFIELD OR O.C. R-30 FIBERGLASS INSULATION AROUND FOOTING MIN,A•POURED TH VAPOR BARRIER PERIMETER o8 CONCRETE SLAB INSTALLED IN FIELD w A•zB 2x8 PRESSURE SILL PLATE TREATED _ i `I W W W J J STONE BED I CJ•• v 8 MINIMUM 6 MIL.POLY VAPOR BARRIER OVER 4.2B STONE BED BASEMENT FOUNDATION WALL �tJj O- d d Z ON-SITE BY BLDR, SEE FOUNDATION DETAILS MIN zB•.]0'CONTINUOUS BASEMENT STAIRS ARE DESIGNED 8' FIBERGLASS _ _ - r 0_ ) L` d CDNCRETE FOOTING BASED ON 12 COURSE BASEMENT WALL 3 1/2' DIA. PIPE COLUMN FOR BASEMENT FOUNDATIONS SILL SEALER — - - I Li LJ LJ WITH FLOOR POURED ONTO FTGS OR 16'x16' BLOCK ONE SITE BY BUILDER) FOUNDATION SOLID BLOCK .J •"' ^I Oe AS SHOWN. IT SHALL BE THE RESPONSIBILITY (TOP COURSE) - ALL FOOTINGS SHALL BEAR OF THE BUILDER TO INFORM APEX HOMES ON SOUND•UNDISTURBED,VIRGIN - - -- _ EARTH AND SHALL BE INSTALLED IF THIS APPLICATION IS DEVIATED FROM. BELDW LOCAL FROST LINE. 4' POURED CONCRETE FLOOR O DESIGN BEARING CAPACITY CONCRETE FTG. PADS Q y OF sE IS AC SEE INDIVIDUAL FOUNDATION 1/2' DIA. 15' EMBEDMENT ANCHOR BOLTS PLANS FOR SIZE AND LOCATIONS 12, MIN. FROM EACH CORNER AND 6'-0' D.C. MAX (4'-0' O.C. MAX. q N IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH S\ � ryy4 b 'TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE ! O N F "�GI/ N 1. THIS FACTORY MANUFACTURED HOME (FMH) DIRECTION OF A LICENSED PROFES PLAN HAS BEEN DERIVED FROM EDUCATION LAW FOR ANY PERSON, N SIONAL ENGINEER, TO ALTER UNLESS ACTING UNDER THE �(V `^' ` \ A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION l7. A\ �Q� O WLtj THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGNA" 'J NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS 2 N C O MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 5 OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. 089342'I\ AR�FESS Aug 14, 2023 1 , 10 THESE PLANS HAVE BEEN EXTRACTED FROM APPROVE, QN-17822/JN-8279/NY >, (U L_ BUILDING SYSTEMS FILED WITH THE STATE_ J (U W d Cu 0 co Q V U � ¢ E VAULTED CEILING ENDWALL VAULTED CEILING INTERIOR (� � a O `p � � o (� co Q U m R-38 FIBERGLASS INSULATION R-38 FIBERGLASS INSULATION z } w/VAPOR BARRIER w/VAPOR BARRIER Q SIMPSON SIMPSON J q Z (CD y) CS14 CS14 Q � J W D Z r ¢Z Z d (_.) (3) SIMPSON SIMPSON J SI N csla 20 �= Y q� A23 EACH SIDE (3) SIMPSON N, I a (c7 CS16 STRAPS p U7 W L� U � p LL C4 N O_ q Un CU q q U U Q ¢ `L U U Y U Q Q Vl ¢ (3) SIMPSON (3) SIMPSON A23 EACH SIDE A23 EACH SIDE: lU CU (U (U (U (U (U N (U (U co I\ n cO J J J J Q W W W W J > z F .W 0_ 0_ 0_ Z Of D W W W Q W Q � 2 W.B pR-�v �p w t ro 1 0 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT = ty U IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE1. O a EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE A THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM p p A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, RA ALTER NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY T❑ CHANGE THE STRUCTURAL DESIGN 8 9 3 4 Z `� V s MODIFIED IN ANY MANNER. INTENT.OR F ENGINEER AN IS AALLTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO A 0 THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY R�FESS 10� 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC ( OF NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (ENERGY CODE) AND IS IN FULL COMPLIANCE WITH THE ENERGY CODE DESCRIPTION OF THE ALTERATION. Aug 14, 2023 01 � 10 � 1 QN-17822/JN-8279/NY THESE PLANS HAVE BEEN EXTRACTED FRDM APPROVE, (lJ L_ BUILDING SYSTEMS FILE➢ WITH THE STATE. —J W d cu 1. PIPING SUPPORT DWV 4'-0' O.C. VER. / 3'-0' O.C. HOR. Co 2. TEMPERATURE LIMITING DEVICE TO BE INSTALLED ON ALL Q W LAVATORIES, TUBS AND SHOWERS. U Q 3. EACH FIXTURE SUPPLY RISER FITTED WITH SHUTOFF VALVE 4. WATER LINE SIZED BASED ON 30 PSI AND 80' MAX DEVELOPED LENGTH 5. USE REMOVABLE TRAPS UNDER ALL SINKS TO SERVE AS CLEANOUTS 0 6. ALL SUPPLY AND DRAIN LINES BELOW THE FLOOR ARE SUPPLIED AND INSTALLED ON SITE BY OTHERS S. WATER HEATER PROVIDED AND INSTALLED ❑N-SITE BY OTHERS. WATER HEATER DISCHARGE SHALL BE IN A NON-HAZARDOUS LOCATION V r INDICATES DRAIN / w a ALL DWV & SUPPLY LINES — — — — INDICATES VENT / w I BELOW THE FLOOR SHOWN ARE I _ INDICATES DWV PLUMBING ❑N-SITE BY OTHERS w ¢ TO BE SIZED BY THE ON-SITE / Ix co c o CONTRACTOR & APPROVED BY I 3/4 ai ; LTHE LOCAL BUILDING INSPECTOR., a 3cn a �_ 3/4 Q U \ I. LAV 1124 1/2 ~ 4 U CD \ j 3/4 LAV Q Nu o LAV / /3/4 \ \ 1/23- VENT tI /' 2 THROUGH / LAV / \ / J J N u ROOFS I 2: I/ SUPPLIES Z? F- TO 2ND FLR Q ¢z Z N W;. \ 3/4 J 0 Z S SHOWER \3/4 r U o SHOWER I 3/4 _J N y I 1/2 O J q 3/4 / \ 1/2 o \ / 3/4 \ \ ^I I SHOWER\ 3/4 SHOWER Q I_ J � o u�V) /3/4 = --,3/4 3//4 �,D V) O WC / �1/2 N!L 3/4 o N 3/4 WC WASHER \ \ \ \ \ W q J \ \ WASHER 3 ¢ a y ¢ ¢ q a q ,12 N N N(7 M M M (U cU N cu cu N \ \ 3/4 — — — COLD WATER SUPPLY q N m \ — HOT WATER SUPPLY N N N M r- r- m 3/4 \ \ ICE MAKER \ W w wJ.1 J L ¢ J z KIT. SINKI \ 4 w ° EL z o i DW 1/2 3/4 0_ � > > 1i d W \ Li Lj Li / KITCHEN SINK / / / W BpR/ A 1/2 DW / Go F 1/2 'T❑ THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT / Z ��•�' CIV IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE C b EDUCATION LAW FOR ANY PERSON, UNLESS ACTING UNDER THE 089341, o o 1. THIS FACTORY MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM O q. A SYSTEM SET OF FMH PLANS PREVIOUSLY APPROVED BY DOS, APPLICATION DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER G NO. M1168-2022-075, MANUFACTURER'S NO. M1168, WHICH HAS NOT BEEN THE DRAWINGS IN ANY WAY TO CHANGE THE STRUCTURAL DESIGN 89 3 4 2 I v� fL\�, y OR INTENT. IF A DRAWING BEARING THE SEAL OF AN ENGINEER IS /� MODIFIED IN ANY MANNER. ALTERED, THE ALTERING ENGINEER SHALL AFFIX HIS SEAL TO RAF s t THE DRAWING WITH A NOTATION ' ALTERED BY ' FOLLOWED BY 2. THE ENERGY PORTION OF FMH PLAN HAS BEEN PREPARED USING CHAPTER 5 OF NEW K STATE ENERGY DE HIS SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC (ENERGY CODE) AND IS N FULL CO PLI CONSTRUCTION ANCE WITHH THE O ENERGY CODE DESCRIPTION OF THE ALTERATION. 9 QN-17822/JN-8279/NY w a u w a � U Q 0 cv ATTACH RAIL TO TOP CHORD w/(2) O.131'x3" NAILS ATTACH RAIL TO LZ UV RAIL w/(2) 0.131'x3' NAILS EACH ID N TRUSS BAY. STRAP ACROSS RIDGE O w/SIMPSON CS22 STRAP AND C3) iD 0.148'x2.5' NAILS EACH END co CCU � a Q � \ w as o ATTACH RAIL TO TOP CHORD w/(2) c' Q 0.131'x3' NAILS, ATTACH RAIL TO RAIL w/(2) 0.131"x3" NAILS. LAP SHEATHING l5. ACROSS FLIP RAIL AND ATTACH EACH Qc J TRUSS CHORD w/(2) 0.131'x3" NAILS Li } ¢zz Pa J -o rQo o° 2-12cl J N x El O 2x6 SPF #2 @ 16" D.C. c C a L' ATTACH CHORD BLOCK w/(6) 0.131'x3' N N = W L� NAILS. ATTACH STUD TO RAIL w/(2) C6) 0.131`x3' NAILS 12 v v7 Zo 0.131'x3' NAILS MINIMUM. ATTACH RAIL �12 TO TOP AND BOTTOM CHORDS w/(2) q 'a 0.131'x3' NAILS. STRAP STUD TO TOP W't83 j 2 of AND BOTTOM CHORD w/SIMPSON CS22 �P�Q' 0 STRAP w/(8) 0148'x2.5' NAILS Fc'j _v_ U U I n Q Q �'' 8934Z' �� r n W I I I A'�OFESS 10�`��" (U q N N N \ \ �D n co o� Aug 14, 2023 s mZ1 � � 0 LAP SHEATHING ACROSS Q w z I a v MARRIAGE LINE - 2' MINIMUM � > > > WIDTH AND ATTACH EACH END v w/C9) 0.131'x3' NAILS w Li w x c c c (7) 0.131'x3" NAILS N 16'-0' o 1/2'0 8'-0" 8'-0" C. 2xl0 SPF 42 @ 16' O.C. ;� Q 10" (15) 0.131'x3' NAILS Rv=313# Rv=898# 13'-8 1/2' Ru=-9# 13'-8 112' °J\ Ru=-313# 27'-6' v z,qo NO QN-17822/JN-8279/NY W w � co Qo U Q I:� � W O = F— () N ATTACH RAIL TO TOP CHORD w/(2) ( ) C\U N 0,131'x3' NAILS. ATTACH RAIL TO TOP r Q = CHORD w/(2) 0,131'x3" NAILS. ATTACH 0 �,D a LEDGER TO KNEEWALL RAIL w/(2) �u 0.131'x3' NAILS PER TRUSS BAY c I ED y (U Q \ r7 07 - z 12 0 F NE w as d 4.625 F +60 ATTACH RAIL T❑ TOP CHORD w/(3) W 80R O U � Off' A� 0,131'x3' NAILS, ATTACH RAIL TO RAIL ��Q` O Q # w/(3) 0.131'x3' NAILS. LAP SHEATHING �G) SPF <n cu= c ACROSS FLIP RAIL AND ATTACH EACH * I XTO ATTACH STUD TO RAIL w/(2) TRUSS CHORD w/(lll 0.131-'x3_ NAILS J 2 0.131'x3' NAILS. ATTACH RAIL TO I�a- W } ; TOP AND BOTTOM CHORD w/(2) ii z� � 0.131'x3' NAILS. STRAP STUD TO "III+v I1 = Q Q z TOP AND BOTTOM CHORD w/SIMPSON u ^R CS20 STRAP ,v/(16) 0.131"x2.5" T I P.v=868# ) 89 `L �i� > q U N� NAILS - 8 EACH END S 3 4 o p J '�oFES10�' LJ 2x8 SPF #2 @ 16' O.C. 0 10' 19'-1' 6 9 Aug 14, 2023 0 Rv=496# (6) 0.131'x3' NAILS Ru=-427# <2) 1 1/2'x24' M.L, sv o _ ATTACH CHORD BLOCK w/(3) 0.131'x3" NAILS. ATTACH STUD TO RAIL w/(2) 2 N 0.131'x3' NAILS MINIMUM. ATTACH RAIL TO TOP ,AND BOTTOM CHORDS w/(2) - 0.131'x3' NAILS, STRAP STUD TO TOP AND BOTTOM CHORD w/SIMPSON CS22 U <STRAP w/(4) 0.148'x2.5' NAILS c� z < <� v c +8 12 Q \ \ U SAT 12 r4 \ \ O � N ^cu I I Oo OJ � q N N \ \ \ �D 16-e cU cl I- m \ ua In LAP SHEATHING ACROSS 0 Q w � � � z MARRIAGE LINE - 2' MINIMUM v F WIDTH AND ATTACH EACH END > > > < w/(6) 0.131"x3' NAILS v Ld Lj Lj x ly 21'-3 1/2" CON 4B a 1/2'0 o 13'-3 1/2' BOLT V 2x10 SPF #2 @ 16" O.C. N Rv=388# (5) 0.131'x3' NAILS Rv=405# 13'-8 1/2' Ru=-100# 13-8 1/2' m mu--100# 27'-6' Ln W -- — O NgZ QN-17822/JN-8279/NY (U (lJ W o cu a co Q a U � ¢ CU O CAJ co ATTACH RAIL TO TOP CHORD w/(4) U C a 0.131"x3° NAILS. ATTACH RAIL TO RAIL w/(3) 0.131'x3' NAILS EACH TRUSS BAY. STRAP ACROSS RIDGE `D CU In w/SIMPSON CS22 STRAP AND (3) b 0.148'x2.5' NAILS EACH END C) Co j z a � Q U V W W a d ~ SOU Z CD m J +J� Q AAA ATTACH RAIL TO TOP CHORD w/(5) '`v OW•BQ�� 0.131'x3° NAILS. ATTACH RAIL TO RAIL Q P / Q� w } w/(3) 0.131'x3' NAILS. LAP SHEATHING �� 2C Q ¢z Z > -- - ACROSS FLIP RAIL AND ATTACH EACH TRUSS CHORD w/(3) 0.131°x3' NAILS RM- }Q o d p Rv=448# (3) 1 1/2'x9 1/4' M.L. �(g 42 u1 9 3 Ru=-499# /� �, a IL " L� 12 RpFESS`0N� �12 N CL Aug 14, 2023 Ln N 7 >- 9,_0u q - +I u u u v N SO CU CU co I-- f � � J J J V W W W J W 0- IL W Z I I I W W W e �Z 1/2'D BOLT H� �U V � (2) 1 1/2"x9 1/4° M.L. z C6) 0.131"x3" NAILS Rv= (1) 1 1/2"x14" M.L. 13'-8 1/2° 13'-8 1/2" Ru=-100100# 27'-6' - �CQ Y A1 , 14 ADDRESS : 625 TERRY LANE, SOUTHOLD I e1>2o SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD "0001 SUFFOLK COUNTY N. Y. Ap °` l6so, 1000-65-01-23 c 11 "1 �8 SCALE.- 1'=30' OCTOBER 20, 2022 (SURVEY & SCDHS INFORMATION) APRIL 24 2023 (PROPOSED HOUSE) .7000 JUNE 12, 2023 (REVISIONS) AUG. 28, 2023 (REVISIONS) A19ZI ``ti p'�9 OCTOBER 12 20 3� ° 2 (LOT COVERAGE CALC.) qTF� JANUARY 2. 4 JANUAR 18 2024 NOTE ADDED) 00 FEBRUARY 26 2024 DETAILS ADDED %ppp\6 �o ,opel64 ,1 p "p 70 / 1 �o O 0,6S �O coN , ,opal/Cl cps\, pp 0. 6 / A S� 411�F� 4? '°0 � CL.EL. / 00,6' 10.6 k Apell,c� 2 pp TEST HOLE DA TA o O CO °oQ�°� '°pp\ vv McDON�L�1 �ZZCIENCE , EL , 6e c, s �P Q. 10.6 SSQ• cp�e °� ��,�° 100, s�p7 �� oo� EL. 12.2' o� C l/C� `C/" (zr °� a,^S�o DARK BROWN LOAM OL 11*�FLOOD O'' F% �, o° +� �.Q �p J• o. ZONE LINE � � � P" �' P,1_ `� �'� F'A G' z3 p'q�f STp~ GALLEYS 4' D P BROWN SILT ML [31 LG & [11 9G ;^ , \sy �' „�`' �� °m yl, g y O < cs•PFy y s Op C5 p �y ,O C' ti oti\ 4 Op\6 s ZONE X 'Op �✓ R°° y �s JSJ' ry" PALE BROWN FINE SAND SP A S 0.2 PCT. ' ` B C(/ O/, �� UAL FLOOD /`� /G'P4,o f�'� qc� O c,° R❑P❑SED CL.EL. � '4// T cA SOT+��q \CELLAR � EL. 1.0 11.2' 9.7'k GRAVEL pRl l C J T9�Op9�F� KQ h T�as;; °�� , o�`o�?�o EDETAI S 1�30�R PIPE �wq <pR £L ry^• �S \ PROP. oQm�� mom SJ WATER IN PALE BROWN FINE SAND SP OREL. — 0 OPOs f� 12 ® 8' � /'OUT.SHWER ° Q EL, oo �— EL. PR O 10.0 �, ' \ C869 1 1/2 STORY , h 4 ��• S9f�� FRAME HOUSE S , 1 ��" �� 17 Iti 0 ti \ FIn.FIr•El•=15.5 �q \ cp \F� s NOTE WATER ENCOUNTERED 11.2 BELOW of°oy SURFACE s�qe SA• sy'�°ti Oh�,o�,\sr s Q�q�' ��P� \ �P/ ELEVA 110NS REFERENCED TO NAVD 88 29, PRO P�x 4SED� 'POo F'Y q 1'2 �v P 7p F\1 _ENTRY /y °O O I - p�i '�� o� / � .� / \ �Y 2� / 1 '9� � • 6s�p / ��J ZONE X. 0�� P ��° h� G s36' •O� S ll/ 7� \ AREA OF"MIN. OQ mP �• kc,� 'I'c �s m m FLOOD HAZAR9to\� LOT COVERAGE CALCULATIONS Az °�N ' _ °°TTq �QG' LOT AREA = 29,359 SO FT 70 `' '��,� cF ' c� / 171 Sq.ft. Shed 00\ J J c,� 91 /o / 1352 Sq.ft. Existing house, Deck & wall p 6S STONE/CONC. 07 PATIO & m, / 1523 Sq. Ft. Existing Lot Coverage el/ ll/ '�7 RET.TIMBER / 'I. �` \� ZONE VE /Q o , c "0 � w use I ,r -,(,ELEV. 8 �.�/��' ��, � / ryQ � 1523/29359= 0.052 or 5.25 Lot Coverage /L, i��°iF,i, ��3 ��y� \ \ �o / C EXISTING Oj LOT AREA = 29,359 SQ FT 14' ��'�� e'�•�- �/ .�� 1647 Sq.ft. Proposed House & Deck 171 Sq.ft. Existing Shed ti 29 1352 Sq.ft. Existing h Deck & wall 3170 Sq.ft. r,,� �e NOTE: EXISTING COTTAGE PTO � �(V BE CONVERTED TO A DRY / Q y 3170 /29353 �J ,ot Coverage STORAGE OUT BUILDING. k`r / •� O 13 ' In )POSED lop � �► . 00,,6s ` o KEY °p 07 i,REBAR IQ G- ® = WELL NOTE.• ® = STAKE SUBSURFACE SEWAGE DISPOSAL /ST F E B 27 2024 ® = TEST HOLE I/A SYSTEM DESIGN BY- 0 = PIPE JOSEPH FISCHETTI, PE PO.BOX 616 ® = MONUMENT SOUTHOLD, N. Y 11971 f = WETLAND FLAG (6J1) 765-2954 RAIN RUNOFF CONTAINMENT.- s � � N.Y.S. L/C. N0. 051132-01 cQ., = UTILITY POLE PROPOSED HOUSE WITH SHED 1431 sq.ft. N.Y.S. L/C. NO. 49618 ELEVATIONS REFERENCE NAM '88 1431 x 1 x 0.17 = 243 cu.ft. PECONIC S VEYORS, P.C. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLAV'ON OF 243142.2 = 5.8 VF AREA 29,359 SO FT (631) 765-5020 FAX (631) 765-1797 SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT PROVIDE 2 DWs. 80 X 3' DEEP TO TIE LINE peconicsurvey@optimum.net AS PER SEC77ON 7209-SUBDIVISION.2. ALL CERTIFICATIONS HEREON ( OR EQUAL) P.O. BOX 909 ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP Connected by Gutters & Leaders 1230 TRAVELER STREET OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 22-031 ADDRESS : 625 TERRY LANE, SOUTHOLD SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 00650123 C' tip,, .s �— SCALE. 1 -30 OCTOBER 20, 2022 (SURVEY & SCDHS INFORMA TION) APRIL 24 2023 (PROPOSED HOUSE) a 0, JUNE 12, 2023 (REVISIONS) '<<�O,\9 AUG. 28, 2023 (REVISIONS) �q c OCTOBER 12, 2023 (LOT COVERAGE CALC.) TF� JANUAR Y 2, 2024 (PROPOSED) 00 JANUAR Y 18, 2024 (NOTE ADDED) 100011 hO 1 O ,0 RECEIVED ,a FEB 0 7 2024 Soutno d Town /0, N Planning Board Abe`��<<i,�, 0,\ 70, ,� . c O 6s\ c ,700 ho CL.EL. / 0 0.6s 10.6 k 1 </ c'�� ►) �°iAF �. °o� TEST HOLE DATA 2 l/ o � Q COR o4d, '� '� 00 McDONALD GEOSCIENCE ��TF� � �° OO EL S se °� °.ss 1%s/22 � �. 10.6 SSt• ORBo�` o i°lie O N,0�\ EL. 12.2' 67 0 2 �°� o�� < </c <</ti 2 DARK BROWN LOAM OL \ FLOOD O'' „��. °°� TF�Q ��O ZONE LINEoP "' GALLEYS 4' DEFP ^ �,�' �� Q 0 TF`A BROWN SILT ML [31 LG d [1] EG °� ,70 �► ry 0.2 ZONE X PCT. I � 7 A Nl y PALE BROWN FINE SAND SP ' % �� UAL FLOOD' ��/ /��° �� qC� �° RBPBSED C' `j" CELLAR 9L7 k IrvGRA DEL ORl l C J �qLOiOgl,�c` �OO E`tyT EL. 1.0' 11.2' PIPE A PR pp E� n, srS \ PROP. °QOQ�� eJ OH.EL. O — osfp 12. ® e" /`Bur.SHWER o ��,� WATER IN PALE BROWN FINE SAND SP Q EL, p �" EL PROPOSED O 10.0 �, f \ 8,69 1 1/2 STORY ^ ,� y irk ��• S9f�� FRAME HOUSE N \ ~ ��" �'r C FIn.FIr.EL 15.5' �� '' \ °o A,0 17' °tip ��°o ,,� \ 3 ry`'o NOTE., WATER ENCOUNTERED 11.2' BELOW S�q� SSt• °' sy °ti Oh�,o\Sr e��' �o,�� \ P SURFACE PROP,XE4, �� / / �Q, ,Z ELEVA 77ONS REFERENCED TO NA VD 88 10 q/O(i,P�\��, ENTRY ` �, Q / F'Q O s�0 ( ZONE X. o`` �P ��° A,� � \ 536, w C ,\/s `� FLOOD OFHA-MIN. IRt�t °e 0P= cF Aa" ` �o°� c;% '`�r',y s,T'�/ 0�� ' LOT COVERAGE CALCULATIONS ^y��o �P��``� o�. ' _ / , �`' LOT AREA = 29,359 SQ FT /00 �oF �� '�� 171 Sq.ft. Shed ^o A O ss\0 STONE/CONC. NC. `` //� \ ��V 91�� / � 1352 Sq.ft. Existing house, Deck & wall �/ TIMBER / ; p� �.,, , 1523 Sq. Ft. Existing Lot Coverage O C tiC > R�� ZONE VE / O Fti/ ion qT 3 0� (ELEV. s FT.)�� °�, ! 1523/29359= 0.052 or 5.25 Lot Coverage /c�,• �,c '` F� e� y� \ �� ,Q , EXISTING LOT AREA = 29,359 SO FT 1647 Sq.ft. Proposed House & Deck 171 Sq.ft. Existing Shed 1352 Sq.ft. Existing house, Deck & wall NOTE: EXISTING COTTAGE TO �O h 3170 Sq.ft. Total lot Coverage .( ' BE CONVERTED TO A "DRY" / ''� y 3170 /29353= 0.108 or 10.8% Lot Coverage STORAGE CUT BUILDING. �� / •�c� O PROPOSED 7000,11 0 KEY so �6 ' A ti 0, 1,7 ® = WELL NOTE. Y j ® = STAKE SUBSURFACE SEWAGE DISPOSAL �i E E B - 1 2024 B = rEsr HOLE I/A SYSTEM DESIGN BY � cT ; ' ® = PIPE JOSEPH FISCHETTI, PE X 616 = MONUMENT SOUTHOLD, N. Y. 11971 a WETLAND FLAG (631) 765-2954 RAIN RUNOFF CONTAINMENT.' Y.S. LIC. NO. 051132-'01 U77L1 TY POLE PROPOSED HOUSE IN1 TH SHED 1431 s .ft. Q - .Y.S LIC. NO. 49618 ELEVA 770NS REFERENCE NA VD '88 1431 x 1 x 0.17 = 243 cu.ft. PECON/C SU YORS, P.C. ANY ALTERA770M OR ADD1770M TO THIS SURVEY IS A VIOLATION OF 243142.2 = 5.8 VF AREA = 29,359 SO FT (631) 765-5 0 FAX (631) 765-1797 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT PROVIDE 2 DWs. 80 X 3 DEEP ecohICSUI'Ve tl/'7'1Um.net AS PER SEC77ON 7209-SUBDIVISION 2ALL CER7lf7CA7)ONS HEREON ( OR EQUAL) TO TIE LINE pp ARE VAUD FOR THIS MAP AND COPIES ]HEREOF ONLY 1F SAID MAP Connected by Gutters dr Leaders P.O. BOX 909 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE S/GNAIU 1230 TRAVELER STREETRE APPEARS HEREON. SOUTHOLD, N.Y. 11971 22-031 1 ADDRESS : 625 TERRY LANE, SOUTHOLD • f �a SURVEY � OF PROPERTY A T SOUTHOLD TO WN OF SO� UTHOLD 70 60,6 SUFFOLKe �Flls COUNTY, N. Y. � Ay .° O•�lc tic ,� 100D-65-01-23 SCALE: 1 "=30 OCTOBER 20, 2022 (SURVEY & SCDHS INFORMATION) 70° o APRIL 24 2023 (PROPOSED HOUSE) °�6 h JUNE 12, 2023 (REWSIONS) ,o0el/p ,llti o,� AUG. 28, 2023 (REWSIONS) �qT c 9 OCTOBER 12, 2023 (LOT COVERAGECALC.) 00 ^ 7�0. . ALBIic�<<ti%/ �O c 0 / 70 Z 0 °`6 ho70, N A S` o 4111 •SJ 0 tic �� Q �qT �o F� • '0 00. ho 10.6L / 0 6s X J AdelIll/ti0�`7 �.� '°iA TEST HOLE DATA °° MCDONALD GEOSCIENCE EL pe 0, 10119122 OO. 10.6 SS�e c0�e AG�lO4 11 0/� EL. 12.2' 0 DARK BROWN LOAM OL , F ZONE UNE o� v S O T 1 BROWN SILT ML �V � � \ sr ��,�o �S 4 • ,70 °°,6 4 N .2 PCT. �� \c� iOCi p�F s`O 0 l �Q \ \ PALE BROWN FINE SAND SP CL.EL. ^ `{2R❑P❑SED EL. 1.O, 11.2, �TF,Q 9.7'X � GRAVEL D /� h EEIdL,jLRYRo�oP� ELPE o (i A RI q Y (A Fz 22, �^ Rse \ \ �oQmv� o� � WATER IN PALE BROWN FINE SAND SP O 10.0, POSED 0 � o , Old \ ROA pseo) iPR❑2 STORY ^� e FRAME HOUSE N 41 � f7',�,FROp v \ Fln,F1r.El•=15.5' �p o ,moo 04,0 �zo ,,� ,�`� QOS ^� NOTE:• WATER ENCOUNTERED 11.2' BELOW sl ,VS °'�c��i s �� \ �l SURFACE rV Sy40 5" rs PROPOSED Q q� �iO,Fv, y�P/ 9• -�Q oo <`'� 12'x 4' ELEVATIONS REFERENCED TO NA VD 88 \�C ENTRY °`p4l 6s o �v \ AREA NOF XMIN. vAo , � \ �9 Zy F'Q SF l/ `07\ FLOQD HAZARD o�=.F P U�� h� G IS36 LOT COVERAGE CALCULATIONS 1 Aq R � �'�V ,�� . o�' ��_�� ,5 Q`� LOT AREA = 29,359 SO FT /oo o �'/�' ✓ F 0� 171 Sq.ft. Shed �o °`6s STONE/CONC. 91e /o �� / 1352 Sq.ft. Existing house, Deck & wall ^ p 0 � PATIO (v dell `ll/ %/j 11 BEER f.,IY ono \ o / 1523 Sq. Ft. Existing Lot Coverage ZONE VE OTC, N�o ly��0 wAus` \ \ELEV. 8( FT.)/,o // 1523/29359= 0.052 or 5.25 Lot Coverage � � Q�' EXISTING LOT AREA = 29,359 SQ FT ti m J ,e:$>, Sc' � J� oo�0 3s' '��/ �� 1647 Sq.ft. Proposed House & Deck 0� 171 Sq.ft. Existing Shed 1352 Sq.ft. Existing house, Deck & wall ��j► •02, 3170 Sq.ft. Total lot Coverage �lb / 1y 3170 /29353= 0.108 or 10.8% Lot Coverage PROPOSED °o KEY s°��y �j 6s\07 o = REBAR l0 A °ic. ® = WELL -9,p k ® = STAKE = TEST HOLE L'T ® = PIPE E = MONUMENT = WE'7LAN0 FLAG U7ILITY POLE N.Y.S. LIC. NO. 051132-01 N. Y.S. LIC. NO. 49618 ELEVA770AIS REFERENCE NA VD '88 PECONIC SURVEYORS, P.C. ANY ALT AREA = 29s 359 SO FT (631) 765-5020 FAX (631) 765-1797 L�RATIDN OR ADDITION 70 THIS SURVEY IS A V10LA710N OF . r�•r O TI AS PER SECTION 209 SUBDIVISION 2. ALL CERRn TIONS HEREON TIE LINE p econ Icsurvey®op tim um.n e t ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY 1F SAID MAP P.O. BOX 909 OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR #HOSE / 1230 7RA VELER STREET SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971. 22-031