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HomeMy WebLinkAbout40628-Z TOWN OF SUT OLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health.,.. SUTOL ,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval. FAX:(631)765-9502Survey_ So tholdTown.Nor or .net PERMIT NO. V2---6 Check_ Septic Porro ........ N.Y.S.D.E.C. ....... Trustees C.O.Application__.,__.. Flood Permit Exaxxuned ___....,,,2® Single&Separates,,,, Storm water tLisessment:Form ar ", .Appro ed_....,.. '20 _ Disapproved a/c Expiration 20 Ins (? � CATION FOR BUILDING PERMIT i5 Date March 23 .....___,2Q 16 APR 5 2016 a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accura Fee according to schedule. b.Plot p MOM and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout,the work. e.No building shall be occupied or used in.whole or in parffor any purpose what so ever until.the Buidding Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the•permit for an addition six months.Thereafter,anew permit shall be required, . APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,.Suffolk County,New York,and other applicable Laws,Ordinances-or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to adirtit authorized inspectors on premises and in building for necessary inspections. i - r- (Signat ,e c applicant or atame,if a corporation) P O Box 39,Fishers Island, NY 06390 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber,or builder Owner Name of owner of premises Donald E&Marjorie F Beck_ (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. _ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Corner of WinthropSt&Equestrian Rd.Fi';sF ers IslAnd.NY 06390 House Number Street Hazlet County Tax Map No. 1000 Section 009 Block 09 Lot 20 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Vacant land b. Intended use and occupancy Sin le Fam!ly(douse. 3. Nature of work(check khich"applicable):New Building Addition Alteration Repair Removal Demolition .Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear— Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 68 Fear / ^ ..a ���� - Depth so Height 33 Number of Stories 2 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner Th ma's& 8r5N'b66'er't`y/ . 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO f 13.Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Donald$Madoie Back Address P o box 39,Flahers oslandPhone No. 631-788-7149 Name of Architect Address Phone No Name of Contractor Address 11inone No, 15 a.Is this property within 100 feet of-a tidal wetland or a freshwater wetland?'*YES _N® ./ *IF YES,SOUT OLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO V *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO t! *IF YES,PROVIDE A COPY. tSYV STATE OF ') � SS: CTl COUNTY O'Fo+�1 L "V'9 being duly sworn,deposes and says that(s)he is the applicant ame f individual signing contract)above named, (S)He is the QLP( A (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best ofhis knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 37 .' — day of I AA2q Wy rarrrxpire'� ay 31,2020 Notary Public STAN C E S a1 0 S Si atcr of Applicant Scott A. Russell 10 CS, Ir ST0]KMWA\T]E]�Z' . SUPERVISOR MA NA\G]EMIEN'7r SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of o u t o l d APR 0 6 20,16 CHAPTER 236 - STORMWATER MANAGEMENT T ( TO BE COMPLETED BY THE APPLICANT ) hpR °i 4 2016 _ — . DOES THIS PROJECT Imo.. >vv®>rvE ANY OF THE rOLLOMI: . (CHECK ALL THAT APPLY) TOWN OF SOUT � � No4 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. QUI D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management I Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,A o� . �'�'�'M' #" 1000 l�ataNe Agent.Contractor,Other) District NAME: Marjorie Beck (owner) 009 0 9 20 02-18-2016 ........................ Section Block Lot RV t ....._ ...— ........... .. 1011 BUILDING [A-'�P .RTMl:AN [ 11Sl-:'1 OI..N Contact Information 631-788-7149 i7rkpFanr Vumberi i Reviewed By: - Date: � Property Address / Location of Construction Work: — . . -- _ - - — — — — � - — — Approved for processing Building Permit. Winthrop? Drive SV,,eWA: ter Management Control Plan Not Required. Fishers Island Stormwater Management Control Plan is Required. Forward to Engineering Department for Review.) .... ................m.mm..--- _.... FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 1000 CH TER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 009 0 9 20 �� Stormwater Management Control Plan CHECK LIST Marjorie Beck Section Block Lot t � S M C P Plan Requirements: Provide ONE co of the Building Permit Application. NAW = - q PY g PP €!IM r Dat�F �c The applicant must provide a Complete Explanation and/or Reason for not providing r AW 631-788-7149 02-18-2016 all Information that has been Required by the following Checklist! ,. {�e Td Pmrc 5�,s-ah 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST -. , If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YLI NO NA if you need additional room for explanations, Please Provide additional Paper- a. Location & Description of Property Boundaries x b. Total Site Acreage. x c. Existing- Natural & Matt Made Features within 500 L.F. of the Site Boundary as required fey §236-17(cl(2), x d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, x Sandy Riverhead soils on site with site elevations above 24+ e, Limits of Clearing & Area of Proposed Land Disturbance. x � � c� �E - # u buy E Fisting& Prt)used Contours o the bite (Minimum 2 Inlervalsl x �� nb1 n te g. L ation of all existing & proposed structures, roads, v t' f -� = driveways,sidewalks, drainage improvements& utilities. r� d Silt n i - 4qE h. Slot Grade-111& Finish Floor Elevations for all existing& ==X:=,= Seep W R _ _g proposed structures. 1. Location of proposed Swimming Pool and discharge ring, x no pool planned at this time s _ - f Location of prop(xsed Soil Stockpile Ai-ea(,-;)- k. Location of proposed Construction Entrance/Staging Area(s). x I. Location of Proposed concrete washout area(-31. x M. Location of all propose erosion&sediment control measures. DRAINA 2. Stormwater Management Control Plan must include Calculations showing Contac Tr� c- � 60 b e � � -t21-7 that the stormwater improvements are sired to capture,store,and infiltrate °f on-site the run-off from all impervious surfaces generated by a two(21 inch = Certifi z . - rainfall/storm event. been 1 l �. Details&Sectional Drawings for stormvater practices are required for approval. Items reguirii2g details shall include but not be limited to: a. Erosion & Sediment Controls. x b. Construction Entrance& Site Access. X - c. Inlet Drainage Structures (e.g.catch basins trench drains,etc.) x d. LeaChit Structtires (e-_-infiltrationftt ir, s ate ,etc.) x AD FOR NGINE tAR � SL O L . r 1 - Additional Information is Required. Reviewed & Stormwater Management Control Plan �m Mete. Approved By: � _ — — — — — — — — — — _ — — j i — 77 Stormwater Management Control PI£ Date: ti 3 SMCP has been approved by the Engineering DepartmentJ 2 FORM # SWCPck List-TOS MAY 2014 � 0 FOR ELEVATIONS— APPROX. NAVD 88 a.. w a- O OZ A TO BE DISTURBED— 22,500± SQ. FT. a w w z 0 a- c!i01 Z Cn APPROVAL OF ST TE COI"�'TR P MANAGEMENT -To Coe t 236 Date; Approved > V' LEGEND �' 0 PROPERTY LINE 0 O v N ABUTTERS LINE -_ — EDGE OF PAVEMENT EDGE OF GRAVEL ] 0 EXISTING CONTOURS 26 w 2'8 _. PROPOSED CONTOURS STONE WALL DC� Q 0 FENCE V, V LIMITS OF CLEARING O — JJ Z OVERHEAD WIRES I NOW OR FORMERLY N/F UTILITY POLE BOUNDARY POINT 0 ~ MONUMENT " WATER VALVE � c.> SOIL SYMBOLcn ReB m I Cr w r..r1. cl� N O EROSION 1 T T z Shall include but not be limited to: 0 Y y 0 O w well mai ntained Construction Entrance, a C r. m c� t� C 3 v Lb Wire .c e Silt Fencing,stabilization C� Seeding of exposed and/or inactive soils. DATE: 09/20/201 5 SCALE: 1 " 20' DRAINAGEINSPECTIONS REQUIRED Contact TOS Engineering at 765-1560 before PROJECT: #2015804 Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. 20 10 020 SHEET GRAPHIC SCALE IN FEET 1 OF 1 - BASE FOR ELEVATIONS— APPROX. NAVD 88 LLJ FAMILY RESIDENCE 0014L3 APPROVED EXPI RES T 14 RE 1: YEAT.-IS,FROM DATE,OF APPROVAL LEGEND U) z z IL PR0PERTY UNE Of ABUTTERS LINE EDGE OF OF P/WEW[NT EDGE 0FGRAVEL ------------------ EX|SDNC CONTOURS --- --- ---' 26 PROPOSED CONTOURS CONTDURS STONE WALL FENCE LIMITS OF CLEARING /c OVERHEAD WIRES ---------� O/YV ---------- NOW OR FORMERLY /vm/ / DOUTY POLE —0— BOUNDARY POINT 0 MONUMENT mm WATER VALVE wv W cc co SOIL SYW8OLG��� Ul � ED rX C14 cli DATE: 09/20/2015 SCALE: 1 20' PROJECT: #2015804 20 10 o 20 ����T ^�/ /,—�— / c� GRAPHIC SCALE IN FEET 1 OF 1 � /o62g� = p ` F. F - zo 1 ELEVATIONS TOTAL AREA 3218 s4 . FT. F 2 FOUNDATION PLAN USE GROUP = SINGLE FAMILY = 3A , 313 FLOOR PLAN CONST. TYPE = vB 4, 4C CROSS SECTION GROUND SNOW LOAD = 40 LB /SF 5A , 5B PLUMBING PLAN SEISMIC DESIGN CAT. = c € 6A , 613 ELECTRICAL PLAN SOIL SITE CLASS = D 8 STD . NOTES & DETAILS WIND SPEED (,3 SEC. GUST) _ 120 MPH owxtl33N,, EXPOSURE CATEGORY = B p co MEAN ROOF HEIGHT = 33 ' [ MAX ] FT �e� ` lSsuc FLOOR LIVE LOAD C"D 1st FL . = 40 LB /SF cr� k 2nd FL . = 30 LB /SF F_ D 5: �^ p � e } o Nie O � Er to 00 * DESIGNED TO THE FOLLOWING: m m �g � =a xm — 2010 RESIDENTIAL CODE OF NEW YORK STATE '� am N � oho — 2001 WOOD FRAME CONSTRUCTION MANUAL, SBC HIGH WIND EDITION � � N = — 2010 ENERGY CONSERVATION CONSTRUCTION CODE OF zm � • � � £ ` yw — _ NEW YORK STATE � w s — 2008 NATIONAL ELECTRICAL CODE � � O = � =m NOTE. THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND CONSISTENT WITH � ~ THE SYSTEMS SET OF PLANS AND SPECIFICATIONS APPROVED AND ON FILE WITH THE DEPARTMENT OF STATE, � � WHICH WERE APPROVED ON DECEMBER 23, 2014 UNDER SYSTEMS NUMBER M0659-2010-118. NOTE: WINDOW GRILLE PATTERNS SHOWN ARE FOR ANDERSEN 400 SERIES WINDOWS. GRILLE PATTERNS FOR OTHER SERIES OR MANUFACTURERS MAY BE DIFFERENT. ALL EXT.STAIRS, STEPS, RAILS & GUARDS TO BE t2- DESIGNED, SUPPLIED AND INSTALLED BY B/P 12 12= C) 12 W 01 — Q Z M ® ® FFFFILLLU MI LdLd - --- V) PORCH BY B/P- _--__ N Z � o0 � Mill aaaoEllm I I I I I I } FRONT ELEVATION m PLUMBING VENT ` STACK 12 Q - Z u') r , W Q- 00, le b'�S' L\C��C'O FALSE RETURNS BY B P M O O Z ZO O O Z Y N Z U N U w W Ja o w U Q� Of 0�®� �0EMM ���Q FIREPLACE � d N BY B/P 00 =1 000 0EZI 00 lo- co 0000 0000 0000 � -) 0000 00 0000 0000 cn I LEFT ELEVATION ' ' ' RIGHT ELEVATION ' ' 0) L >- 00 co 0 3 In a� Y z U z00 00w C M Z pox O O 0 Wz FW -a � 00 � � O � � � :]zeCD _ I N .i— — N Q w (n � M c- 00 W p c— c j _ U tm U7 O 00 0O Q� > or or (n Z W w H- � Z ZQw Z L O ®® 0 L w 6� w o Fz- U) U z O �00O 1--- I V) ?J-j I I I I 0 �" w(if N REAR ELEVATION L,J 0 �� w II W V) Z w Q� U O c) [] V� 68'-1" lo ol 24'-0" 44'-1" ol 902 PLF 17'-8 1/2" 3'-5 1/2. 2'-10" lo = U o Z N I � Q I O FOUNDATION WALL I I qc°'yqC \ 2 1/2- FOOTING I I \ U W tott4z 24'-1" 44'-0" o P=2060# P=6720f a 10'-3" 10'-3" 5'-6" 18'-0" r---1 600 PLF 600 PLF I I CL I I \ L---J [41 1 1//2" x 9 1/4" r , [4]1 1 1��2" x 9 1/4" NiICROLAM ABOVE I I fr1I RdLAM ABOVE I I I I I - - -F—O~- f - I 00 lo L---J L---J ---J L---J �LALLY COLUMN OO COLUMN FOOTING SUPPLIED BY WMH INSTALLED BY B/P i$ STAIRS DESIGNED & : (V 1 Go�p CONSTRUCTED BY B/P a o �P I r> • iV Q o r----1 6 1/2" C4 I I ( -T,7 T 7 \ o I I I I I I `) L---J I I I I o r---� r----� r--- r--TF-LlI i i I - r---, •I W I I I I I i I J-Ll I I 0- I- -A—♦ - �9- ♦ - �— A —�— -i F- —I- L_ I-L- -J L- -J L- -J e Le M # # # # # I o) 13'-10" 6'-8" 7'-6" 16'-0" 1674 PLF 1674 PLF 600 PLF 1674 PLF : P=4362# P=3606 P-3606# 00 0 H FW- O o I I I N 2 1/2" I p L---J I I t\ Z O Z I I 6 O Z (n I Z U V) W w 0 0 ------ J Q 0 LLI 0 I I LLI0 0_ 0_ In I CD c o � co Lo z Cn 'ol i I ca c� Cn I V iN Q o00 >- o C , J = ALO N Y I- Z v Z 00 W p � m J z a x 12'-0" 16'-0" lo M o -i rn a � L Q = 24'-0" 02 PLF � Z�sg �j 0' w 68'-1" 0 w Z _ p d (n oo � LL. o ® � � -4— — N Q W C/) 00 NOTE W N COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; O c- a Lo OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS ■ = 7'-0" = V �F ss a 10'-6" 0 O U7) ® cn 000 FOUNDATION NOTES: Cv v 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. Z COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE: CONDITIONS, APPLICABLE LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED 0 p� M H ARCHITECT OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. (n Z 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND W j U CODE COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) Z ®® STRUCTURAL, PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE O W SEPERATION. z Z Q LLI 3) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. Q U) O ®® W 4) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. � w =ONO (n 2 5) LALLY COLUMN SHALL BE MINIMUM 3 1/2"0 STEEL PIPE. Q O O O J (Aj � � 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND z (n It U INSTALLED BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO Q o PROTRUSION ABOVE TOP OF SILL PLATE. 0_W>- 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT O J J r W `- STAIRS AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL O U— ~ w w w N APPLICABLE ENERGY CODE REQUIREMENTS W W Z Q in I �'1 z ,, J O u J WI W NULL Z W Q� Q� Q 0 V o 0 cn r� 0_ 68'-l" 24'-0" 1" 44'-0" 3686# 9-UTE 3686 o 77� 3500# LLJ -- --------71' o I I 4842 4842# DP40 4842p 4842# 842 18210 4842# FWG60611 4842# 30410 30410 30410 Q 10022# Z � I I cwu3 z1 so36 ���ti +,\ 36_�A � O `\ / j RANGE VENT I I / CAR P D132t-4 ow PREP DW PREP CAR 7882# F \ / I [B/P TO EXTEND I I L s1336UT-CG i' 3 `X' I RANGE VENT TO I II� NOOK GREAT ROOM W 0) rn a / \ I rn EXTERIOR] I I m� P X </ \\ I I x ��11 m 8'-8" x 11'-2 1/2" 17'-2" x 15'-11" °r° Na. O De24-3 1312 De2�-a o r-- -_-, \ Z m 00 72"x24" FLOOR I I oI Q R.O. FOR ON 13x24 SITE MASONRY u ___-----y _ _ Fil m Topa FIREPLACE I 3500# r t , KITCHEN NOTES: I I I I DELUXE OPTION COVERED mlC KITCHEN 72"x84" 3500# RAISE CABINETS 3/4 - x 11'-2 1/2 - WOOD EDGE LAMINATE C-TOP WALL R.O. - CCM CROWN MOLDING 0 _ _ - _L 04 I -3360# II a�.. ALL FIRE SEPARATION BETWEEN 19 co \\ [2]24 00 16) GARAGE AND HOUSE TO BE N I COMPLETED ON SITE BY B/P m 10 \\ \ 7882# I°� BF50 PANTRY ` RAILS BY WMH iv A o M \ i u 0 3500# g X 0 oI I I 124"x24" 3500# i I O V3035 CHASE to 7-- -------- _ 04 L T J m i voRrli>Y 0 1so3 0 W u- ti I WC 3/4" # 0 0 04 [2]2x3 0.. � ;51 � [2] 2x10 SPF#2 ABOVE cn D26 1 2181# I 1803# �S LkCE�S o \\X� i I co [3]2x3 N [2]2x3 o) 0) / \ I "\ I o 1 0 x «\ CID r \\1 m N I.1.1 0 r lift% Q Q 0 3500# - oQ _------ I Tu DINING ROOM OFFICE `^ 0 3500# N 15'-5 1/2" x 11'-2 1/2" 15'-5 1/2" x 11'-2 1/2" o iV a L_ _J / / " - -------- I t\ Z Z of `\ %I I I N o O z O10022# J 5 W= wU 2-3)410 0 1 2-3 41069a a 0 w Q DX02 I w U F- I a ' ``\ I I L Nx ch c�D / y PORCH CD i N -- -------- I BY B/P o M 0 3500# w - - ❑ - ❑ 0____ cl—-— ❑ - >- 00 a I-- a 3 Lo a 48144814 ri00 Ld —iz Z U = z 30410 30410 8'-O" 8'-0" 6'-0" 6'-0" 8'-0" 8'-0" Y 00 7'-0" 10'-0" 7'-0" 16'-0" 12'-0" 16'-0" � m Z X < V) D7 24'-0" 44'-0" Lij m O O Of M Q N � � w H 9'-0" FIRST FLOOR CEILING HEIGHT o v � 120 MPH WIND ZONE ENTIRE FIRST FLOOR o In -4- 00 SHEARWALL LEGEND NOTES: Z ALL FIELD NAILING IS 12" OC — WINDOWS ARE ANDERSEN 400 SERIES W/ DP50 RATING CD O oM Q� INTERIOR GWB FASTENED WITH ADHESIVE PER — INTERIOR DOORS ARE 6 PANEL SOLID SMOOTH W w t— MANUFACTURER'S SPECIFICATIONS. GWB () Q ADDITIONAL LATERAL LOAD RESISTANCE: 100PLF c~ � ®® Lij ® SHEAR WALL-436pif Z Zwry EDGE NAILS: 8d COMMON NAILS ® 6"o.c. —ENERGY STAR COMPLIANCE— Z Q F_ O ®® *CAULK UNDER ALL EXTERIOR WALLS* W ® SHEAR WALL-590plf *SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN � L�.I uj LIGHT & VENTILATION SCHEDULE (SF) EDGE NAILS: 8d COMMON NAILS m 4"o.c. FLOORS*FOAM GASKETS CEILINGS NDTA EXTERIOR LED O WALLL EXTERIOR Q o ZD O ® SHEAR WALL-730plf WALL OUTLETS* Q D O C'40 ROOM AREA LIGHT SUPPLIED VENT SUPPLIED EDGE NAILS: 8d COMMON NAILS O 3"o.c. *WALL INSULATION TO BE INSTALLED SPLIT AROUND z m U) q- U GREAT ROOM 268 88.6 50.28 WIRING AND ELECTRICAL BOXES-Vi0 GAPS* Q Ln o SHEAR WALL-1080p1f *INSTALL MATING WALL GASKET* aLLI>- Cd I KITCHEN/NOOK 280 28.8 22.94 EDGE NAILS: 8d NAILS O 4"o.c. *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED (n OJ_1 PLYWOOD BOTH SIDE OF STUD WALL O DINING ROOM 173 22.3 12.40 AROUND DOORS AND WINDOWS* W �ZQ N I � �� OFFICE 173 22.3 12.40 —1 HOLDDOWN LOCATION (� Lij uj Z u J V) Q� LOAD (Ibs) AND REQUIRED LOAD BY B P-U.O.NLJJ ui C� [] (U r7 O- 68'-1" 24'-0" " 44'-0" 2-30410 U I z W 2871# 7-7"HDR HT 0 I I 2-30410 AR31 30410 30410 30410 Q I I I z I I \ [1] 1 1/2" x 18" MICROLAM SHELF , 2871 z 0 I N I \ Iv - I 0 e o I I \ BEDROOM#4 ------- i o w I= I to I 13r-7" x ll'-2 1/2n O \ �/ \ (n VANITY do `\\ ,/ z WC 3/4• I I o9) 0 OPEN\T' VBELOW 2880# �IE4j2xVs i D26 D26 D26 _ _[21,1A/2- x 14" MICROLAM _�AB�VE _ o0o ASC /B/P TO FASTEN BEAMS TOGETHER\ p \I /�__---- x N I �\ I ACCESS // SC EW 104.2 x 4• LEDGER LOCK `\ 0 / SCREWS O 12.0.C. FROM BOTH SIDES. � O -------------� 6'/ F FASTENING TO BE DONE PRIOR TO \ N --------0 y22"x30" EMOVAL OF TEMP WALL FRAMING.0 D26II N o 7UA 236STWP o lIC \N Nx vi TUB SHOWER I I i i � R� I � i� Q ��., \CPQ' •," N j 24•x24" ---------- --� p CHASE z Vj a Lo RAISE O o VANITY do \ u- 2 � 4 LINEN WC 3/4• L J j 2 1 1 2" x 11 1/4" MICROLAM - ABOVE a � OQ A26 - D26 Ld Ij 2181 O co [3]2x3's O I I � I D26 I j ILo O ; uj BEDRO_ OM#2 0 B o 0 I MSTR BEDROOM ' 11'-�4" x 9'-6" I m 1 to w I BEDROOM�3 s I I 13'-1" x 19'-5" r____._____-__� m l 13'-1" x 11'-2 1/2" 2" I I I 8'x5 CEILING oI i I I I [B/P VO FINISH ROCK, I I I I INSULATE OPENING FROM I Z zl I CEILING TO REVERSE CABLE] I I Z O 2231# _ Z F 0Ld Y - I _ U Ul U 5 �I Io Q o w = U Q I I rr Ir 0_ I- I I U) I WI i =1 Urn 00 �I N to cD I I cn I I I 0 o C3° cin _ � �' 18 CTN30 18 8'-0n 8'-0" 6'-O" 6'-0" 8'-0" 8'-0" Uz Z 00 12'-0" 12'-0" 16'-0n 00 w -i 10 12'-0" 16'-0" DO z X 24'-0" 44'-0" w Q U) a LL_ > CL O 3 Q O 2 W -60 m Z Z 2 — 04 00 W O s a Lo 120 MPH WIND ZONE _ c� M 00 Z ® a �°° SHEARWALL LEGEND NOTES: < o � o ALL FIELD NAILING IS 12" OC - WINDOWS ARE ANDERSEN 400 SERIES W/ DP50 RATING O M F- INTERIOR GWB FASTENED WITH ADHESIVE PER - INTERIOR DOORS ARE 6 PANEL SOLID SMOOTH (n MANUFACTURER'S SPECIFICATIONS. GWB L1J W F- ADDITIONAL LATERAL LOAD RESISTANCE: 100PLf F- N U ® SHEAR WALL-436pif O W z U ®® EDGE NAILS: 8d COMMON NAILS ® 6"1 -ENERGY STAR COMPLIANCE- z zQ W SHEAR WALL-590 If * *CAULK UNDER ALL EXTERIOR WALLS* Z V OLij ® P SEAL ALL WIRES PIPES AND VENT PENETRATIONS IN w • W ®® LIGHT & VENTILATION SCHEDULE (SF) EDGE NAILS: 8d COMMON NAILS O 4"o.c. FLOORS, CEILINGS AND EXTERIOR WALLS* w = V) = *FOAM GASKETS TO BE INSTALLED TO ALL EXTERIOR Q o ZD 0 ROOM AREA LIGHT SUPPLIED VENT SUPPLIED ® SHEAR WALL-MON NAI WALL OUTLETS* 0 EDGE NAILS: 8d COMMON NAILS O 3"o.c. *WALL INSULATION TO BE INSTALLED SPLIT AROUND z m O qClslq- O MSTR BDRM 255 22.3 12.4 SHEAR WALL-1080pif WIRING AND ELECTRICAL BOXES-NO GAPS* Q BEDROOM#2 107 22.3 12.4 EDGE NAILS: 8d NAILS O 4"1 *INSTALL MATING WALL GASKET* a W o Ln PLYWOOD BOTH SIDE OF STUD WALL *LOW EXPANSION SPRAY FOAM INSULATION INSTALLED �r-� BEDROOM#3 154 22.3 12.4 AROUND DOORS AND WINDOWS* � OpJ--I W �� > HOLDDOWN LOCATION 0 Zra N II BEDROOM#4 152 22.3 1:..4 -� W OZQ �� i;i LOAD (lbs) AND REQUIRED LOAD BY B P-U.O.N bi j(/)LL_ O Q Q co QI U ACV �0 Nr� U CONT RIDGE VENT 18 int/LF W C7 Q Z TYP ROOF 0 30 YR SELF-SEALING FIBERGLASS SHINGLES OVER 15# ROOFING FELT W PRE ENGINEERED & OVER 5/8" AGENCY RATED SHEATHING Q_ CERTIFIED ROOF TRUSS DESIGN BITUTHANE APPLIED CONTINUOUSLY Z TO EAVES FOR ICE SHIELD — R38 INSULATION W/VAPOR BARRIER CL AIR BAFFLE BY WMH� a 1x6 SUB-FASCIA -ALUMINUM FASCIA 2x6 BLOCK BETWEEN EVERY OTHER TRUSS w/ TYP INTERIOR WALL VINYL SOFFIT 10.7 int/ft2 VENT -fit �33M� R3U 6d FACE—NAILS AND .[2] 2x4 SPF #3 TOP PLATES 6d END—NAILS AT o 2x4 SPF #3 ®16" OC STUDS '�TYP EXTERIOR WALL Q END OF BLOCK I 2x4 SPF #3 SOLE PLATE x 00 1/2 GWB BOTH SIDES [ ] # " 2 2x6 SPF 3 TOP PLATES � co 2x6 SPF #3 ® 16" OC STUDS N-1 y ►� �3� 16d FACE-NAILS = (3 (82#) = 246# (WITHDRAWAL) 2x6 SPF #2 SOLE PLATE Ld O0 3 16d END-NAILS = (3) 128#) = 384# (SHEAR) 1/2" GWB INTERIOR SIDE BOTH GREATER THAN 175# MINIMUM.] _ R21 INSULATION WITH VAPOR BARRIER oo 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE d`�S �c L1C��5 m 2x10 SPF #2 ® 16" OC FLR JST WEATHER — PROTECTIVE BARRIER R-12 RIGID FOAM INSULATION x VINYL SIDING co 9" co 0 TYP MARRIAGE WALL Q Q 2x3 [2] SPF #3 TOP PLATES t\ o o 2x3 SPF �3 ® 12" O.C.(1 st FLR)) 16d COMMONS 2x3 SPF 3 ® 16" O.C. 2nd FLR 2ND FL TOE NAIL®12" o.a o II 1/2" AGENCY RATED SHTG. MAT.SIDE _ t� Z m _-________ 1/2" GWB INTERIOR SIDE �� __________ 2x3 SPF #3 SOLE PLATE 1ST FL CL G o o zo Y ---------- 8d COMMONS Z in v � ® 6" o.c. Q o w = v ---------- = ALONG BAND < o ---------- AGENCY RATED SHTG. N ---------- TYP SUB-FLOORING 3/4" [2] 2x6 PT SILL PLATES------,,.., 0 2x10 SPF #2 ® 16" OC FLR JST 0° �• rn (SUPPLIED & INSTALLED BY B/P) wm 7 — N co I cn L Q R-19 FIBERGLASS m cn C \ INSULATION TO COMPLY o CD N L_ W/ENERGY CODE (INSTALLED m M O >- o0 04 o BY B/P W/VAPOR BARRIER co O 3^ a TO WARM SIDE) >_ U Z z d FOUNDATION WALL °' C) ~ Z o0 LALLY COLUMN w of o ai v it o ---------- m v SUP TS m & ST ARR S ---------- 7 o < rn x Q ---------- CD 0 N •� Q O FOUNDATION FOOTING V) BY B P ---- ----- 0 z � _ v Ld COLUMN �� =___I d I C MN FOOTING N Q Ld5 00 Wo_ c- a Lo C) ' /'>! -� v 00 �J , rn O Z GO 0 O O � � M F— cf) Z O W w F— � Ld O Z ®® z ZQ � Z � � o ®® LW U o H U) U 1 Q VAV Z m U) -t c) Q Q• L0 �j �LLJ JJ o M W oZ� Iwn ZC4 T_ 'w11 Ld Q Vl u / S J WI W NULL ZO W Q`- U� Q 1 1/4' x 20 GA STEEL UPLIFT STRAPS INSTALLED OVER, 1 1/4' x 20 GA STEEL UPLIFT STRAPS INSTALLED OVER ROOF SHEATHING AND PEAK FRAME AND ROOF�TRUSS TONED PRTABLE CH RD INTO ROOF PEEAAK FFRHEATHING AND AMME AND ROOF ST OPRTABLE CH RD INTO ROOF �� - - - - - - - - - J o L - - - - - - - - J v ROOF PEAK INSERT FRAME ROOF PEAK INSERT FRAME �� _ Z ROOF PEAK FRAME 1 1/4" x 20 GA STEEL UPLIFT STRAPS INSTALLED OVER W ROOF STANDARD ROOF TRUSS KNEE WALL LEAK FRAMELAND ROOF NG AND RUu!D PER TABLE INTO R00 ROOF TRUSS TOP CHORD a TOP CHORD J Q ROOF TRUSS TOP CHORD — COLLAR TIEFASTENED WITH Z (5) 10d NAILS PER END INTO OH FLIP TYPE ROOF RIDGE CONNECTION 0 TRUSS TOP CHORDS LJ F OD STANDARD TRUSS (INSERT TYPE) ROOF RIDGE U w CONNECTION STORAGE OR CAPE TRUSS TOP CHORD STANDARD ROOF TRUSS KNEE WALL Z TRUSS HINGE PLATE FASTEN TOP EDGE TABLE 4•INTO ROOF TRUSS x 20 GA STEEL UKN E WPLIFT ALL. AFTER ROOFENED PISR OF SHEATHING KNEE WALL SET, AS SITE WORK WITH (2) ROWS ROOF TRUSS TOP CHORD OF 8d NAILS O 1 1/4• x 20 GA STEEL UPLIFT STRAPS ROOF TRUSS BOTTOM CHORD 4' OC INTO TOP FASTENED PER TABLE INTO KNEE WALL PLAN SIMPSON TIE DOWN / MMHB AND ROOF TRUSS BOTTOM CHORD 1 1/4' x 20 GA STEEL UPLIFT STRAPS FASTENED PER Q TABLE INTO MATING WALL STUD ROOF TRUSS BOTTOM CHORD Q e TRUSS CONNECTION TO EXTERIOR WALL TOE NAIL ROOF TRUSS BOTTOMO SHALL BE 2X6 TIE DOWN BLOCK IN EVERY STORAGE OR CAPE ROOF CONNECTIONS @ o CHORD TO MATING WALL TOP OTHER TRUSS BAY WITH (3) 16d NAILS PLATE WITH (2) 16d NAILS O PER TRUSS END NAILED INTO TIE DOWN KNEE WALL, COLLAR TIE AND ROOF RIDGE - 12. OC BLOCK AND (6) 16d NAILS FACENAILED ' THRU TIE DOWN BLOCK INTO TOP PLATES FACE NAIL WALL SHEATHING TO �J�daT FASTEN SHEATHING WALL STUDS AND TOP PLATES WITH (3) 8d NAILS EXTERIOR WALL STUDWITH STUD IN TOP 8' OF RES OTOIBILRI MATING WALL STUD MATING WALL STUD C . . . � Q P © ROOF TO EXTERIOR WALL CONNECTION — — —IW O STORAGE OR CAPE ROOF TRUSS © STANDARD ROOF TRUSS TO a 4 SET CREW 1/4" x 20 GA STEEL UPLIFT STRAPS O 16' RESPONSIBILITY TO MATING WALL CONNECTION MATING WALL CONNECTION � ? r h OC INSTALLED OVER WALL SHEATHING AND L +�- FASTENED PER TABLE INTO SECOND AND FIRST w O O FLOOR STUDS CL BUILDER/ EXTERIOR WALL STUD PURCHASER r RESPONSIBILITY SECOND FLOOR PERIMETER BAND SECOND FLOOR CONSTRUCTION NOTE BOX LEGEND GABLE END TRUSS, FASTEN SHEATHING WITH 8d NAILS @ = TOE NAIL FLOOR PERIMETER BAND TO CEILING OULINES DENOTE RESPONSIBILITY M PLATE WITH (2) 18d NAILS O 12• oc _ 4' ROOF PERIMETER EDGE ZONES, FASTEN SHEATHING WITF [CEIUN:G:lPL;TE FASTENED TO CEILING•PLRIMETERTHE FOLLOWING SPACING: [TABLE 3.8] Ldbi TH (2) 16d NAILS o 16. 1 ROOF FRAMING ALONG EDGES IN PANEL FOLD �� o 0 16" OC 6" OC 6" OC FIRST FLOOR CEILING CONSTRUCTION 24" OC 4" OC 4" OC O 2x6 COLING PERIMETER BAND ROOF INTERIOR ZONE, FASTEN SHEATHING WITH 8d NAILS [NMAJLS AIL 17ITTRIOR WALL SHEATHING STRIP TO FOLLOWING SPACING: [TABLE 3.8] o o z0 Y AND CEILING PERIMETER BANDS WITH 8d ROOF FRAMING ALONG EDGES IN PANEL FEILD z 1= v O 6' OC " " 0 V S 16 OC 6" OC 12 OC n » a Q 0 W U EXTERIOR WALL STUD 24 OC 6 OC 6 OC w p LC (n CL B SECOND FLOOR TO FIRST FLOOR CONNECTIONS @ SHEARWALLS SHALL CONFORM TO THE SPECIFIC HOUSE SF DESIGN CALCULATIONS, SEE FLOOR PLAN FOR SHEARWALLc> -4- DO EXTERIOR WALL AND HOLDDOWN LOCATIONS N TRIPLE STUD CORNER POST REQUIRED @ END OF SHEAR I Z cn 114' x 20 GA STEEL UPLIFT STRAP BETWEEN THE FIRST FLOOR O C WALL (FASTENED PER TABLE) AND THE FOUNDATION SHALL BE TYPICAL EACH FLOOR [3.4.1.1.3] Q, " CV L � � EITHER EMBEDDED IN THE FOUNDATION OR LAPPED UNDER THE FOUNDATION PLATE AND NAILED. EMBEDMENT SHALL BE A MINIMUM O �� OF 7' IN A POURED CONCRETE FOUNDATION AND 15' IN A HOLDDOWNS AT EACH END OF SHEAR WALLS SHALL BE AN O t O 3^ MASONRY BLOCK FOUNDATION. STRAPS EMBEDDED IN MASONRYa BLOCK FOUNDATIONS SHALL BE GALVENIZED PER ASTM A-90. THE FOUNDATION BY THE BUILDER/ PURCHASER IN ACCOR Y z U p = z •— SILL PLATES WITH LAPPED STEEL STRAPS SHALL INCLUDE 3• o - THE HOLDDOWN MANUFACTURERS INSTRUCTIONS AS SITE W LLI(' ' SQUARE WASHERS WITH THE ANCHOR BOLTS. FLOOR PLAN FOR REQUIRED CAPACITIES, TYPICAL EACH FL( 00 m J � D i °'.� —� EXTERIOR WALL STUD � ft!O Q Z 5 -a 50 x o FIRST FLOOR PERIMETER BAND BEARING WALL TOP PLATES MINIMUM SPLICE LENGTHES SH. a V) 0'� 44 [TABLE 3.20] � z w W O TOE NAIL FLOOR PERIMETER BAND TO FOUNDATION SILL PLATE WALL LOTH 24' 36' 40' 50' 60' 3o Z _ -o WITH (2) 16d NAILS O 12. OC SPLICE LOTH 2' 3' 4' S' 6' Ld OL:.i z In �, o FOUNDATION ENGINEERING AND CONSTRUCTION BY BUILDER � z N = a� a s SILL PLATES. PROVIDED AND INSTALLED BW 00 Y BUILDER/PURCHASER AS PURCHASER IN ACCORDANCE WITH ALL BUILDING CODE REC Q -+— — CV SITE WORK, SHALL HAVE FULL BEARING ON THE FOUNDATION WALL (� 00 AND BE ANCHORED TO THE FOUNDATION, ANCHOR BOLTS SHALL BE 0 W LINE OF GRADE F- o LOCATED WITHIN 6'TO 12' OF EACH END OF THE SILL PLATE, II--_ EMBEDDED A MINIMUM OF 7• IN A POURED CONCRETE FOUNDATION L.L_I = Q V AND 15* IN A MASONRY BLOCK FOUNDATION. 0 0 Lo TYPICAL HOUSE DIAGRAM z FOUNDATION CONSTRUCTION J( p NOTE: 16 GA STAPLES WITH 1» PENETRATION ARE 65% OF THE STRENGTH OF 8d NAILS, THEREFORE AN EQUIVALENT o AIDC o STAPLE QUANTITY OF 1.5X THE NAIL QUANTITY MAY BE USED AS AN ALTERNATIVE TO THE 8d NAILS (n w t��♦ FOUNDATION ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM LLQ F- V OF O IN A POURED CONCRETE FOUNDATION AND 15' INA NOTE: U ®® MASONRY BLOCK FOUNDATION, LOCATED WITHIN 8'To 12' of NOTES: STEEL UPLIFT STRAP REQUIREMENTS W Z EACH END OF THE SILL PLATE AND SPACED AS FOLLOWS: Nu BER F 8d COMMON NAIL N •x 20 GA STL STRAP LSEE NOTE 2), � 1. TH Z 1/2'ANCHOR BOLT 5/8'ANCHOR BOLT 1. THIS SHEET ADDRESSES THE CONSTRUCTION CRITERIA FOR HOMES THAT ARE TO BE 1 1114 z 2nd fL WALL 1st FL WALL OF ARE ' Q W n 1 STORY 46'OC •OC INSTALLED IN REGIONS OF NEW YORK STATE WHERE THE BASIC WIND SPEEDS RANGE FRAMING ROOF TO 1190 FL WALL TWO STORY SPEEI Z � ~ ®® 2 STORY 23'OC 36.OC SPACING SPAN ROOF PEAK ROOF TO WALL (n FROM 110 TO 120 MPH (3-SECOND GUST). CONFORMANCE IS BASED ON THE ORISTORY TO HOuSETo IS BA � 3 STORY 15.OC 23.OC AMERICAN FOREST dt PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR IINI (FTI FOUNDATION FOUNDATION CONS 0 W W 1 ■ 1 ONE- AND TWO- FAMILY DWELLINGS - 2005 SBC HIGH WIND EDITION (WFCM) 112 se 3 3 i 2 SBC w - w U Z 2. WINDOWS SHALL ALSO BE PROTECTED FROM WIND-BORNE DEBRIS IN ACCORDANCE 32 3 3 3 2 Q O J OA FLOOR TO FOUNDATION CONNECTION @ EXTERIOR WALL WITH THE RESIDENTIAL CODE OF NEW YORK STATE SECTION R301.2.1.2 EXCEPTION. 24 3 3 3 2 2. WI 0 m Oo � 0 THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR PROVIDING THE REQUIRED 11a 32 4 4 3 3 ACCO + THE BUILDER/ PURCHASER SHALL BE RESPONSIBLE FOR ENGINEERINGPROTECTION, INCLUDING THE FASTENING. 24 a 4 4 Q PROV RING AND CODE CONFORMANCE OF THE FOUNDATION AND SILL 24 28 a a a 4 ,� LIQ I PLATE THE FOUNDATION MUST BE SUFFICIENTLY DESIGNED AND CONSTRUCTED TO WITHSTAND THE GRAVITY, LATERAL. SHEAR AND 3Y s a a 5 F— w W UPLIFT FORCES THAT WILL BE TRANSFERRED THROUGH THE BUILDING INTO THE FOUNDATION INCLUDING SHEARWALL HOLDDOWN 3. FLOOR FRAMING SHALL HAVE SOLD BLOCKING ALIGNED WITH THE FLOOR SHEATHING 3. FL CL >- LL HARDWARE ANCHORAGE ( NOTES: O — IN THE FIRST TWO FRAMING BAYS (n 1)THIS SCHEDULE REFERENCES SPECIFICATIONS FROM THE WFCM TABLE 3.36 $HEA J LI ' CV Z 4. ROOF FRAMING SHALL HAVE SOLID BLOCKING ALIGNED WITH THE ROOF SHEATHING 2)(11)TOE NAILED tad COMMON NAIL CAN REPLACE(i{dd COMMON NAIL CC w (IN ACCORDANCE WITH W FCM TABLE 6) 4 RC LLJ O I— Lil LIJI IN THE 4' PERIMETER EDGE ZONE ALONG THE GABLE ENDS OF THE HOUSE SHEA Lli LLI Q Z Ln U)Tl � Q O LL z THE (n o CD v LL 68'-1lo " lo 24'-0" 1" 44'-0" Hill � U N II Z --------- I II W \ j 1 1/2-V Q TO 2ND FL 3'1) do 2"D Z o FROM 2ND FL0 I I I I DW I � SUPPLIES F X\' i �2 i i I KIT..SIINK NOOK GREAT ROOM W \\ I I I I 1 1/2"V I I I I I II T I iICE KITCHEN L-1-J I MAKER I I I I (PREP I HI - - - - - L-- --JJ I --- --- \ a) WASHER \ 2"D \ � I 1 1/2-V \\ PANTRY \ A1pl ' I I o I � M M Q ��P��1 I 6 ----------- I I 2" rod WC LAV I �.. L- J 2N FU 3 D 1 1/2-D T I FROM 2"V 1 1/2-V LL- o 2ND FL � p 0.Sr� Q 2-PVC PIPE I �j I I co OTICMT xTOAT o ./ 3"D SUPPLIES m omLoa I i `\I < H _o T DINING ROOM OFFICE � I N I I zZ I I z F 0 y 5 _o I U W W ih `\ % I I I I O x Ld OfU V) =i I TO 2ND FL N CO -----------�I PORCH I > (/) I BY B/P O_ ❑---- - - ❑ ---- ❑ ----❑ ❑ - - ❑ - ^ I KIT.*D o ` L...� 0 3 00 iV 2•p 1 Y NIZ Z U � r� = Z -t DW z w O `.J u 1 s'-o" 12'-0" 16'-0" zt4z m Q Z 0 x 24'-0" 44'-0" o CD w < D_ N '� .� LL- 0 C 0 � � w P w z d z N a 0) U) = o ma _J LCoO )NVD� Q cnHER 0 � C L^SUPPLY DIAGRAM ® V) a00 VIEW 'A' - NTS � Q - oFL = FLOOR LINE ?.� � zo M �= 1/2" SHUT OFF VALVE KIT BARCOLD WASHER SINK DW SINK WC LAV LLI W------- HOT U) U DWV DIAGRAM ¢ ¢ ¢ ¢ ¢ N N z Q c� rl VIEW 'A' - NTS i i i i i '� Il w . Lu O ®® D - DRAIN FL � o N ry w = V) = V— I I I I I N WC Q o o U r ` V = VENT I I I I I N 3"D - D O -1 V FV = FUTURE VENT DRAIN BY B/P � V z o � O SP = STAND PIPE —_ DRAIN BY WMH o LAV o DW = DISH WASHER E 1 1/2"D Q VENT BY B/P o w c� WC = WATER CLOSET U7 o J J � m _ FC = FIELD CONNECTION BY B/P VENT BY WMH LLlLLJ �z� z� N w i1 B/P = BUILDER/PURCHASER _ Ln (n ?LJ ALL o o Q� <`D 68'-1" 24,-0" 44'-0" ol U - - Z I I W U I � Q ' o Z I I I I 1 1/2-V ' O FROM • 0 ioa ----------i-�-�/♦ -��-IIIIItI�II I I I oaIW��IxII IIII I III IIIjI o iIIII IIICIII I 1i III- z 1ST FL 1 1/2"V 12S"DT_NFTLO �S �i ' � - M I A W 10 BEDROOM#4 WC 3"D Li 3V Z WA ER 2"D (2] LAV 1 1/2D OPEN 'BELOW WASHER 1 1/2"V 2"D 1 1/2"V --------•----- -------------- TUB/SHO ------- 0 /2"V m LAV QQ0. z�C/)6Q 2"D TO HUUn1 � .D "PVC PIPE V 11/2"V --------------- 2 2FROM IIST F FROM BSMT TO ATTIC 1ST FL 2 LI ki 11 1/2-D WC 2"V 3"D 2"V 3"D TO 1ST FL � w w BEDROOM2 MSTR BEDROOM BEDROOM#3 O tD~s r------------- t� Z Oo Z0 Z5ZF =� 5 N W ZI � O (Y- =1 > wl U U _ 00 U-) (O of TUB/SHO - \ � 0) _J >- io OO I I � �_ O Br I I O Lo >- U �`° z oZ r � 00 m o z Ov Z x 16'-0" 12'-0" 16'-0" Of o C� w � CL � MEC) O � 3 24'-0" 1 ,44'-0" Q `� w -vo 68'-1" :2 0 Z U) o O ri U ozo � � O � N (n � t- = M w � � 00 > < 0 O — a Lo LTJ 2 U v �t > rn TO CONN. W/ V 0 L (�/) ami� 3" M.VENT 46 Q � J f > + 0 O ^^ TUB SHO WC LAV LAV WASHER WC LAV LAV TUB SHO tiJ IJ WASHER Lv W ~ H >THRROOF Q W U Z A 2"D I N F G• ' z Z Q ILd _" U z L 1/2" V) O ®® I I I > ZT� I I I I I I DRAIN N W _ I----1-- - --1-- -�-- ----U i--- --L-- - --1-- --� a LAV TU2�pH0 4 D TUB�ZHp > Q 0 O 0 Q - U 13/4" 2"D TO 1 1/2"D DRAIN PAN PIPED TO > 3"D & m U) � U 3 F.C. WC Z I TYPF ITYPF 3•D 1ST FL NON-HAZARDOUS LOCATION a "� 2"D TO ?D 3"D Wc 1ST FL Q � of 2 m LAV [2] LAV =O CL J J_ F- W LL' N 3"D TO 1 1/2-D 1 1/2-D (r z H �u Z N W N(nLL Z FAQ Q� w 1ST FL QI O 0V OD (nr� 0 68'-1" 24'-0" 44'-0" II o Z I I Nuj -----------71 I I I WP WP WP wp \\ ( I I GFI ® GFI Gn Q I I I I g g TO [4] REAR IlI Z 2 g 2 WP GF1's 822 2 2 e O 4 BX 00K TO FLOOD GREAT ROO L�L 0) WRE COILED 8 IN ATTIC V) M Z 7 7 e 25& ----------- of KITCHEN 4 L_1_J 4 4 - - - B - - - - L-- --J CE 25 24,28 \ _&_24,260 ----- \ 8 0 I io 10 10 \\ IM B \\ B AL 9 I 1D PANTRY � 0Q TO GARAGE to F 9 i --------- 1 N TO BSMT10 r- 1 TO 2NDLWLUJ O I I 0 10 BSMNT SO I F �- -----------� I I 1p E PLUATDFORM Z >- \ /I L_ r_J u- 2 10uj O O TV 13 \x/ I 13 13 13 U) / \ ' / \ I 13 TO FLOOD 13cr� w O / \ WIRE COILED ~ ' ` I W t3 IN ATTIC ----------- Za T a3 DINING ROOM OFFICE -1 1 SWITCH O WIRE I I a COILED IN BSMT L— — FOR (LAMP POST Z N I I 00 ----------- J H 0 • =CUSTOMER REQUEST 11 SWITCH O WIRE * =CUSTOMER REQUEST !` Z O NW J ► OUT IN CLG FOR 12 • 12 Z O `L PORCH GHTS 13 12 Z W 5 Q 0 W (� 12 12 I 4 O -i Z) 5 = of dM CVA L40 13012 12 I (if w 1 O /X\ io 12 TO [4] FRONT 12 SA \\ I I WP GF1's I V � 00 LO T N TI .-- C� c/) PORCH ^ ------------ I BY B/P O O 1r) 2p - - ❑ - - ❑ - - - - ❑ - - ❑ - - � � �� O }' 00 I n 04 O 1. .�. N Ln Y z U = Z00 00 w o C maX 16'-0" 12'-0" 16'-0" o J rn 24'-0" 44'-0" 0 Ljj < V) ' LL- '01O 3 O 68'-1" Of t� Ow Z _ o (n ozo ; � Orn co (n g M 00 o PANELBOXLEGEND N0. AMP WIRE CIRCUIT CIRCUIT DIRECTORY CIRCUIT WIRE AMP NO. W O �--�-J -� 0= 110V DUPLEX RECEPTICAL 1 4 8-4 RANGE KITCHEN COUNT AFI 12-2 20 2 0 _� V v 00 110V DUPLEX RECEPTICAL-SPLIT WIRED3 KITCHEN COUNT AFI 12-2 20 4 z ��v 220V RECEPTICAL 5 20 12-2 REFRIGERATOR GL-KITCHEN AFI � 14-2 15 6 Q d IO WALL LIGHT7 15 14-2 GI_KITCHEN,REAR AFI GL-GREAT ROOM AFI 14-2 15 8 0 p CEILING UCHT SURFACE MOUNTED g 1 15 14-2 GI_-STAIRS,HALL AFI GL-MUD ROOM AFI 114-21 15 1 10 V) Z O RECESSED LIGHT CEILING 11 20 12-2 DINING RECEPTS AFI GL-FRONT EXT. AFI 14-2 V (n 15 12 W w M SWITCH,SINGLE POLE 0 r 1 . SWATCH.THREE WAY 13 15 14-2 GI_ENTRY,OFFICE AFI GL-BDRM 3 AFI 14-2 15 14 • ®® .," SWITCH FOUR WAY O w Z cl�15 15 14-2 GI_BDRM 2 AFI GL-MSTR BDRM AFI 14-2 15 16Z FAN/UGHT FIXTURE N RANGE/HOOD FIXTURE 17 15 14-2 GI_MSTR BDRM AFI GL-HALL, SD CO AFI 14-2 15 18 z Z 1-- (� ® FANAJGHT&HEAT CEILING UNIT 19 15 14-2 GI_G.BATH,LNDR AFI GL-BDRM 4 AFI 14-2 15 20 Q Of W W O ®® ® SPECIAL PURPOSE CONNECTION 21 20 12-2 BATHROOM's GFI's DISHWASHER 12-2 20 1 22 0:� w = N = r ® JUNCTION eox 23 20 12-2 DISPOSAL 1ST FL DRYER 10-4 3P 1 24 Q Jol 1 Q AC/oc SMOKE DETECTOR 25 20 12-2 1ST FL WASHER 26 0 0 N 0v C:3 BELL 27 20 12-2 2ND FL WASHER 2ND FL DRYER 10-4 3 28 z m N t U ® DOOR BELL BUTTON TELEPHONE OUTLET 29 20 12-2 HYDROTUB GFI 30 Q Q flz TELEVIsoN CABLE OUTLET 31 32 U) =)J J m ® THERMOSTAT 33 34 0( ~ W w ' N I I ® VACUUM SYSTEM OUTLET 35 36 L j 0 Z I ^ Z , w CEILING FAN k LIGHT 37 38 L� w(n LaL Z u J � w_ Q r J� L CEIUNG FAN K FLOOD LIGHTS 39 40 V/ uj p 0 Q a 24'-0" 44'-0" lo z � � a i I I 1 0 zo I . i Z 's I F 0 W i BEDROOM#4 ------- 1 ,9 IxI � a ___227 _28.30 41 `. ,' Z I I 1 1,00 1 0020 20 20 19 19 OPEN ,'BELOW Q I I I I 20 SD 1 I I 18 i' I I / TO ' 1 \♦ 1 I // ATTIC I 18 �/ \� a -- 17 18 TO BONUS 0o ROOM 17 17 29 ;p N J T1 1 ST Fl. i i M i FVO8VCL2 ,e 18 i 1s M Q17 1 --------------� ---------- t' n 1a �p I I � o y Q 6'�11tr S J i i B'SM�NT"SN 14 14 O �S L1C� I I ,8 PL 15 18O 14 I I 18 Or I I � I I to _ I I l 15 O M 15 1 14 iv " .J 1 14 / ui O 15 1e ; 15 BEDR00 a Q MSTR BEDROOM I ; 15 ; BEDROOM#3 l^ ----- ------, v ✓ o I I 18 I I I Z 1 I 1 t� z oI I 18 1 1 1 I 14 14 O O O Y V) N 1 1 I l z 1- U S 1 Zl 151 1 J S 15 _Q fn W ol I Of O I 01 w I xl U It 00 l of - - M 0) I II N CD I I I � N I I O I I >- 00 11 _ Tit>_ v � = z-t Y00 00 w I­_ z L aiv 16'-0" 12'-0" 16'-0" m Z 1 _J -� X 24'-0" 44'-0" < o � too D 0U U o30 00 �IZ, m � � rn N / ` t = 04 v C/) to w a.') WO L� a Lo D = � rnoo oo o LL__I Z 0 O O M I— U) z —1 I—Ld W N U LL_ O wZ z ZQLL LLJ Q � V; � N 0 Z m O O Q �; In o — .— 1 OJJ 8fU— Ldw flCED W CDZ� ��Lij ID wW V1(nLL_ zo w QvHr�-) (� O U 0 U Ov) 0_ WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW NO. MF-(-,' R TYFP E GLASS VENT "U"VALUE SH GC EGRESS OPENING DOOR NO. DOOR SIZE DOOR TYPE 28210 ANDERSEN 400 D.H. 5.2 2.98 0.28 0.32 2.95 SF DX28 2'- 8" x 6'- 8" INSULATED, METAL, 9 LIGHT 1832 ANDERSEN 400 D.H. 3.3 2.03 0.28 0.32 2.02 SF DX30 3'- 0" x 6'- 8" INSULATED, METAL, 6 PANEL 3032 ANDERSEN 400 D.H. 6.9 3.85 0.28 0.32 3.82 SF DX301 3'- 0" X 6'- 8" INSULATED,METAL,6PANEL+1 SLIGHT 18410 ANDERSEN 400 D.H. 5.4 3.27 0.28 0.32 1 3.26 SF DX302 3'- 0" x 6'- 8" 1NSULATED,META L,6PANEL+2SLI GHT 20410 ANDERSEN 400 D.H. 6.8 4.00 0.28 0.32 3.99 SF D X 6 O 2 3'-0" x 6'-8" INSULATED,METAL,DOUBLE,15LIGHT 30410 ANDERSEN 400 D.H. 11 .2 6.20 0.28 0.32 6.17 SF I>S- 6 3'- 0" x 6'- 9" WOOD, SLIDING GLASS DOOR WP5-6 3'- 0" x 6'- 7" WOOD, SLIDING GLASS DOOR FLOOR PLAN NOTES 1. Label locations are designated by: 7. All interior and exterior Handrails and/or MI State Labels 5. Attic Access(es) on Cape Models are to be Guardrails are installed by Builder/Purchaser IA Third Party Inspection Agency done on site by Builder Purchaser. DP Data Plate 2. Maximum height of egress window sills 6. If applied, any part to be finished by builder is S-6" Above Finished Floor on site, shall be in compliance with all 3. Refer to order selection form for specific applicable building code requirements and appliances supplied with this house. under jurisdiction of the local building 4. Bath room fans are rated at 50 CFM. inspector. ( garage, additions, porch, etc ) SUPPLY NOTES DWV NOTES 1. Materials are type A PEX. 1. Materials are PVC schedule 40. 2. Water supply shall be securely attached to the building at no greater distances between support intervals than specified 2. Drainage and Vent piping shall be securely attached to the building Horizontal pipe at 32" at no greater support intervals than specified. Vertical pipe at mid-story (10' max). Horizontal pipe at 4'-0" for 02" or larger 3. Water heater to be supplied and installed by B/P. Horizontal pipe at 3'-0" for 01 1/2" or smaller 4. All supply lines are stubbed through the first floor. Vertical pipe at 4'-0". Supply lines below first floor supplied and installed by B/P. 5. All hot water lines in unheated spaces shall be insulated by B/P. 3. All drainage connections horizontal to horizontal and vertical to 6. All tubs and/or showers to be supplied with anti-scald valves horizontal are long sweep or double 45 fittings. 7. All devices installed with self closing valves (i.e. wash er,dishwasher) shall have a water hammer arresting device on the supply line 4. Horizontal vent pipe connections to vertical vent branch or stack supplied and installed by B/P on site, in accordance with all shall occur at least 6" above the floor rim of the highest fixture State and local applicable codes. served by the horizontal vent. 8. All fixture supply lines 1/2" diameter shall have individual shut off valves. ELECTRICAL NOTES 1. Electrical panel is rated 200 amps. 10. Door bell button at split entry front doors shall be installed by B/P 2. Non-metallic sheathed cable is type NM-B. 11. One [1] GFI circuit shall be installed in basement by B/P. 3. Wires are installed with insulated staples. 12. A clothes washer circuit shall be installed in basement by B/P if washer location is not incorporated 4. Electric service shall be grounded by B/P in compliance with NEC, state and local codes. into house. 5. All electrical components shall be listed and/or labeled by a nationally recognized testing lab and 13. Receptacles shall not be installed directly over electric baseboard heaters. shall be installed in accordance with manufacturer instructions and locations/use instructions. 14. circuit breakers for electric baseboard heaters are only installed in panels of houses with electric 6. Electric panel shall be located and mounted in basement by B/P, unless noted otherwise. baseboard systems. 7. A service disconnect shall be installed at a readily accessible location nearest the point of 15. Smoke detectors are interconnected and installed on a lighting circuit with no intervening switches on entrance of the service conductors. that circuit. 8. Telephone and television cable options run to the electric panel location. 16. Smoke detectors shall have a battery back-up power source. 9. Door bell wires shall be connected in basement by B/P. 17. Basement smoke detectors are supplied by WMH and installed by B/P. EBB - HEATING NOTES FHW - HEATING NOTES 1. Electric baseboard heating circuits are 20 Amp, 220 Volts with 12-2 non-metallic sheathed cable 1. Baseboard ratings are based on 190' F water temperature at 1 GPM flow rate with 65' entering air. type NM-B. 2. First floor baseboard units are installed with heating pipes stubged thru floor. Second floor heating pipes 2. Maximum wattage per circuit shall be 3750 watts. between baseboard units are installed in floor and/or wall panels. B/P is responsible for interconnection 3. Baseboards are rated at 250 watts per linear foot. between modules and floors. Balance of heating system is to be designed, supplied and installed by B/P. 4. Minimum thermostat range is 45' to 75' F. 3. All heating pipes in unheated spaces shall be insulated by B/P. 5. General lighting receptacles shall not be located above electric baseboard heating units. 4. Minimum thermostat range is 45' to 75' F. 5. Access panels are for the Builder/Purchaser to use in the interconnection of the heating system. These panels may be permanently attached and finished over by B/P after heating system is completed FOUNDATION NOTES PERIMETER BEAM DETAIL 1. The foundation plan is provided for foundation design parameters TOP OF FUN WA v only. Complete foundation engineering based on specific site � Q conditions, applicable local and state codes, to be reviewed and PERIMETER BEAM approved by a registered architect or engineer in the state of 2x6 SILL PLATE J W- O house designation. (2) 2x10 SPF#2 A v �,n o 2. The Builder/Purchaser shall be responsible for design, construction w/ 1/2 PLY. 8 I v zo 0 1 V) and code compliance of all foundation elements including (but not EACH MODULE FDTN WALL v Q limited to) structural, plumbing, electrical, heating, energy Co conservation and fire separation. 1/2"0 BOLT & NUT LALLY COLUMN 3. Minimum column footing size shall be 2'-6" x 2'-6" x 10" deep. & WASHER @ 32" O.C. 4. Concrete strength shall be 3000 psi or greater. A(E FLOORS, 48" CLG ROOF COLUMN FTG 5. Lally column shall be minimum 03 1/2" steel pipe. TOP OF BSMT SLAB 6. Foundation sill shall be preservative treated lumber supplied and installed by B/P prior to house delivery and set). There shall STEEL PLATE & LAG be no protrusion above top of sill plates. BOLTS BY B/P FDTN FTG LALLY COLUMN 15E GROUP: BUILDER: HOMEOWNER: SERIAL No. PE / RA THIRD PARTY INSPECTION AGENCY SINGLE SOUTHERN NEW ENGLAND HOMES DON & MARJ BECK 15193 1=AMILY CONST. TYPE: 420 S. MAIN ST SITE: PRODUCTION No. 5 COLCHESTER, CT 06415 WINTHROP RD. LOT#1 FISHERS ISLAND, NY 06390 DESIGNER: S REVISION DATE C�LARREYNAGASTANDARD N4TE of "E+v� 0'I 12 15 T ,`P �oc�Y s ps O� SCALE: DK T� I -N A PAScc Westchester Modular Homes Inc CHECK DATE ��s ®® 30 Reagans Mill Road, Wingdale, New York, 12594 F A 05718------t 5 Tel (914)832-9400 Fax (914)832-6698 .1 NEW YORK STATE NEW YORK STATE DEPARTMENT OF STATEDivision of Building Standards and CodesOne Commerce Plaza, 99 Washington AvenueAlbany, NY 12231MWsm DEPAUMENT Phone,(518)474-4073 Fax- (518)486-4487 OF STATE www dos nv oov E-mail. infoCa)dos ny gov STANDARDS AND CODES NOTICE OF APPROVAL This notice serves to inform the local Code Enforcement Official that the New York Department of State (DOS) has reviewed and approved plans, as authorized pursuant to 19 NYCRR Part 1209, Regulation and Fees for Factory Manufactured Homes, to allow the construction of single family homes, two family homes, and/or other modular buildings or components in compliance with the State Uniform Fire Prevention and Building Code, as described herein: Manufacturers Name: Westchester Modular Homes, Inc. Reagans Mill Road Wingdale, NY 12594 Building Description: Detached One and Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses) Approval Number: M0669-2010-118 Applicable Code: Residential Code of New York State 2010 (RCNYS 2010) Expiration Date: December 24, 2016 Maximum Ground Snow Zone: 85 PSF Seismic Design Category: A, B, C, D0, D1 or D2 (Per 2010 RCNYS Section R602.10 Wall Bracing) Basic Wind Speed: 120 MPH (3 Sec. Gust) Exposure Category: A, B, or C DOS Contact Person: Edmund F. Girzone, R.A. Additional Conditions: See the System Cover Sheet for Wind Design Methodologies used in; "Hurricane Prone Regions"and"Non-Hurricane Prone Regions." Approval Date: December 23, 2014 w Ronald Piester,AIA Director A copy of this Notice of Approval shall accompany all plans and specifications submitted as part of a permit application Plans should not require a DOS seal provided the registered design professional references the approval number and certifies that the plans and specifications conform to the plans and specifications approved by and on file with the DOS The following statement may be used to provide this certification "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State,which were approved on December 23,2014 under systems number M0659-2010-118" The approval identified above is limited to all construction that takes place in the factory Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc is the responsibility of the Code Enforcement Official The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2010 RCNYS If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the RCNYS,he/she should contact the DOS for further review and/or determination. e REScheck Software Version 4.6.2 Compliance Certificate oN Project CUSTOM COLONIAL #15193 '<� �S.,o���O Energy Code: 2010 New York Energy Conservation CIO Y 9� Location: Suffolk County, New York �k Construction Type: Single-family w Project Type: New Construction �' Z Conditioned Floor Area: 3,218 ft2 05 Glazing Area 13% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT#1 WINTHROP RD DON &MARJ BECK CESAR LARREYNAGA FISHERS ISLANDS, NY 06390 SOUTHERN NEW ENGLAND HOMES WESTCHESTER MODULAR HOMES 420 S. MAIN ST 30 REAGANS MILL RD COLCHESTER, CT 06415 WINGDALE, NY 12594 o e e o a Compliance 18.2%Better Than Code Maximum UA 457 Your UA- 374 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Raised or Energy Truss 1,609 38.0 0.0 0.025 40 Wall 1:Wood Frame, 16"D.C. 2,784 21.0 0.0 0.057 132 Window 1:Wood Frame:Double Pane with Low-E 325 0.290 94 FRONT DOOR:Solid 20 0.160 3 [21 SIDELIGHTS:Solid 20 0.270 5 [21 DOORS TO BONUS RM: Solid 40 0.160 6 SLIDER: Glass 40 0.380 15 DOOR TO GARAGE: Solid 20 0.160 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,609 19.0 0.0 0.047 76 Compliance Statement. The proposed building design described here Is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. CESAR LARREYNAGA G'e�v 01/13/15 Name-Title Signature Date Project Title: CUSTOM COLONIAL#15193 Report date: 01/12/16 Data filename: M:\Check\15193.rck Pagel of 6 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified' Field Verified # Pre-Inspection/Plan Review Value ValueComplies? Comments/Assumptions &Req.ID . 103'.2 :Construction drawings and ❑Complies [PR1]1 !documentation sufficiently ! ❑Does Not demonstrates energy code v ;compliance for the building ( ❑Not Observable I envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 I documentation sufficiently f ❑Does Not [PR3]1 ;demonstrates energy code , ;compliance for lighting and k x ❑Not Observable { !mechanical systems.Systems ❑Not Applicable serving multiple dwelling units ff t k 'must demonstrate compliance i with the commercial code. ! ! 403.6 l Heating and cooling equipment is: Heating: Heating: :❑Complies [PR2]2 ,sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not on loads per ACCA Manual J or ; Cooling: ! Cooling: ;❑Not Observable other approved methods. Btu/hr Btu/hr i ;❑Not Applicable i I ! Additional Comments/Assumptions: 111 High Impact(Tier 1) 12-1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#15193 Report date: 01/12/16 Data filename: M:\Check\15193.rck Page 2 of 6 section # Foundation inspection` ` .Complies? Comments/Assumptions' ` &Req.ID 303.2.1 Exposed foundation insulation ; Complies [F011]z jprotection. ;❑Does Not j :[-]Not Observable; ❑Not Applicable 403.8 . MSnow melt controls. ;❑Complies (FO12]2 ❑Does Not j J, ;❑Not Observable I j❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#15193 -Report date: 01/12/16 Data filename: M:\Check\15193.rck Page 3 of 6 Section plans Verified, Field Verified „ # ' Framing]Rough-In Inspection Value Value Complies?, Comments/Assumptions &Req.ID 402.4.4 ;Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. a 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2' sealed at housing/interior finish ❑Does Not J J and labeled to indicate&It;=2.0 j cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies i [FR13]1 :air handlers,filter boxes,and ❑Does Not J ;building cavities used as return v ❑Not Observable ;ducts are sealed. , ❑Not Applicable 403.2.3 ;Building cavities are not used as ❑Complies [F1115]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 1)HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 !above 105 OF or chilled fluids ;❑Does Not below 55 OF are insulated to R-3. '❑Not Observable ❑Not Applicable 403.4' Circulating service hot water R- R- ;❑Complies [FR18]2 pipes are insulated to R-2. ;❑Does Not v i ;❑Not Observable ❑Not Applicable 403.5 `,Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not ;intakes and exhausts. ❑Not Observable i ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) •2'1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#15193 Report date: 01/12/16 Data filename: M:\Check\15193.rck Page 4 of 6 Section # Insulation Inspection Complies? -Comments/Assumptions, &,Req.ID 303:1' ;AII installed insulation labeled or ;❑Complies [IN13]2 !installed R-values provided. :❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#15193 Report date: 01/12/16 Data filename: M:\Check\15193.rck Page 5 of 6 section, Plans Verified Field Verified # Final Inspection Provisions -Value Value- Complie's?. -Comments/Assumptions &Req.ID 402.4.2, :Building envelope tightness ; ACH 50= ACH 50 = 1❑Complies 402.4.2.1 (verified by blower door test result 1❑Does Not [FI17]1 ;of&lt,7 ACH at 50 Pa.This : ;❑Not Observable requirement may instead be met :via visual inspection,in which ; ;❑Not Applicable ; case verification may need to :occur during Insulation :Inspection. 403.2.2 ;Duct tightness via post- cfm ; cfm I❑Complies [FI4]1 :construction with maximum 1 : ❑Does Not leakage of 8 cfm to outdoors,or 12 cfm across systems. For ❑Not Observable :rough-in tests,verification may : ; ❑Not Applicable ; need to occur during Framing Inspection,with maximum :leakage of 6 cfm across systems :and 4 cfm without air handler. 403.1.1 1 Programmable thermostats ❑Complies [F[9]2 iinstalled on forced air furnaces. y! : ❑Does Not ❑Not Observable } ❑Not Applicable 403.1.2 Heat pump thermostat installed TIE Complies ; [FI10]z° `on heat pumps. Does Not Not Observable Not Applicable 403.4 jcirculating service hot water IE]Complies ; [FI11]2 !systems have automatic or k ❑Does Not �kd1 !accessible manual controls. i - ❑Not Observable I i ❑Not Applicable 401.3, Compliance certificate posted. } PComplies ; [FI7]2 } ❑Does Not ;- ❑Not Observable ❑Not Applicable 3033, ;Manufacturer manuals for ❑Complies [FI18F I mechanical and water heating i IE]Does Not v (equipment have been provided. a ❑Not Observable , J❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: CUSTOM COLONIAL#15193 Report date: 01/12/16 Data filename: M:\Check\15193.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate ,Insulation Rating, R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating, U'-F'actor SHG'C� Window 0.29 Door 0.16 .. Heating System• Cooling System: Water Heater: Name: Date: Comments PROPERTY DESCRIPTION EXCEPTION: FOR SLABS-ON-GROUND CAST MONOLITHICALLY WITH A LOCAL CONDITIONS: c. The jurisdiction shall fill in this part of the table WINTHROP DRIVE, FISHERS ISLAND, NY 06390 FOOTING, ONE NO. 5 BAR OR TWO NO. 4 BARS SHALL BE LOCATED IN SOIL with "very heavy," "moderate to heavy," "slight to TOWN OF SOUTHOLD, COUNTY OF SUFFOLK THE MIDDLE THIRD OF THE FOOTING DEPTH. moderate," or "none to slight" in accordance with Figure THE SOIL IS SANDY GRAVEL. PRESUMPTIVE LOAD BEARING CAPACITY IS 6 DISTRICT 1000, SECTION 009, BLOCK 9, LOT 1 ESTIMATED AT 3 .000 LBS. PSF PER TABLE 410.4.1 RESIDENTIAL CODE OF NEW RR301 .2( ) depending on whether there has been a USE AND OCCUPANCY: "R"SINGLE-FAMILY DWELLING §RR405 FOUNDATION DRAINAGE YORK STATE PART III - BUILDING PLANNING AND CONSTRUCTION, CHAPTER R4 history of local damage. TYPE OF CONSTRUCTION: CONVENTIONAL LIGHT-FRAME WOOD §RR405.1 CONCRETE OR MASONRY FOUNDATIONS. DRAINS SHALL BE FOUNDATIONS, §RR401 GENERAL d. The jurisdiction shall fill in this part of the table OWNERS: DON & MARJ BECK PROVIDED AROUND ALL CONCRETE OR MASONRY FOUNDATIONS with "moderate to severe," "slight to moderate," or "none (212) 929-2323 GROUND SEISMIC SUBJECT TO DAMAGE FROM: ICE SHIELD THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES SNOW WIND DESIGN WINTER FLOOD to slight" in accordance with Figure RR301 .2(7) LOCATED BELOW GRADE. DRAINAGE TILES GRAVEL OR CRUSHED Frostline DESIGN UNDER- HAZARDS depending on whether there has been a history of local SPEED Weathering TERMITE DECAY p g y SCOPE OF WORK STONE DRAINS, PERFORATED PIPE OR OTHER APPROVED SYSTEMS OR LOAD e CATEGORY a depth C d TEMP f LAYMENT h damage. 1. CONSTRUCT A FOUNDATION FOR THE PERMITTED WESTCHESTER MATERIALS SHALL BE INSTALLED AT OR BELOW THE AREA TO BE 1 9 b REQUIRED MODULAR HOME COLONIAL 1509 TO BE CONSTRUCTED / PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL 20 LBS. 120 e. The jurisdiction shall fill in this part of the table TRANSPORTED TO THE SITE. MEANS INTO AN APPROVED DRAINAGE SYSTEM. GRAVEL OR P.S.F. M.P.IH- B ODERAT 42„ M-H S-M 11 YES B with the wind speed from the basic wind speed map 2. OTHER WORK FILED UNDER SEPARATE APPLICATION: CRUSHED STONE DRAINS SHALL EXTEND AT LEAST 1 FOOT (305 MM) [Figure RR301 .2(4)]. Wind exposure category shall be B.P. 406287 BEYOND THE OUTSIDE EDGE OF THE FOOTING AND 6 INCHES (152 For SI: 1 pouind per square foot = 0.0479 kN/m.02, determined on a site-specific basis in accordance with CODE NOTES MM) ABOVE THE TOP OF THE FOOTING AND BE COVERED WITH AN 11 mile per hour = 1 .609 km/h. §RR301 .2.1 .4. APPROVED FILTER MEMBRANE MATERIAL. THE TOP OF OPEN JOINTS WORK SHALL BE AS PER 2015 EDITION INTERNATIONAL RESIDENTIAL OF DRAIN TILES SHALL BE PROTECTED WITH STRIPS OF BUILDING PAPER, a. Weatheriing may require a higher strength concrete f. Refer to Table RN 1 101 .2, "Winter Design Dry-bulb CODE NEW YORK STATE PART III - BUILDING PLANNING AND AND THE DRAINAGE TILES OR PERFORATED PIPE SHALL BE PLACED ON or grade of rnasony than necessary to satisfy the Temperature" column. CONSTGRUCTION CHAPTER R4 - FOUNDATION DESIGN. A MINIMUM OF 2 INCHES (51 MM) OF WASHED GRAVEL OR CRUSHED structural requirements of this code. The weathering ROCK AT LEAST ONE SIEVE SIZE LARGER THAN THE TILE JOINT OPENING column shall be filled in with the weatheringindex i.e., g. The jurisdiction shall fill in this part of the table » ( with the Seismic Design Category determined from §RR403.1 .3.1 FOUNDATIONS WITH STEMWALLS. FOUNDATIONS WITH OR PERFORATION AND COVERED WITH NOT LESS THAN 6 INCHES (152 negligible, moderate or severe ) for concrete as g g ry STEM WALLS SHALL HAVE INSTALLED A MINIMUM OF ONE NO. 4 BAR MM) OF THE SAME MATERIAL. determined from the Weathering Probability Map [Figure §RR301 .2.2.1 . WITHIN 12 INCHES (305 MM) OF THE TOP OF THE WALL AND ONE NO. RR301 .2(3)]. 'The grade of masonry units shall be h. The jurisdiction shall fill in this part of the table 4 BAR LOCATED 3 INCHES (76 MM) TO 4 INCHES (102 MM) FROM THE EXCEPTION: A DRAINAGE SYSTEM IS NOT REQUIRED WHEN THE determined from ASTM C 34, C 55, C 62, C 73, C 90, C BOTTOM OF THE FOOTING. FOUNDATION IS INSTALLED ON WELL-DRAINED GROUND OR 129, C 216 or C 652. with (a) the date of the jurisdictions entry into the SAND-GRAVEL MIXTURE SOILS ACCORDING TO THE UNIFIED SOIL National Flood Insurance Program (date of adoption of §RR403.1.3.2 SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS. CLASSIFICATION SYSTEM, GROUP I SOILS, AS DETAILED IN TABLE b. The frost line depth may require deeper footings the first code or ordinance for management of flood SLABS-ON-GROUND WITH TURNED-DOWN FOOTINGS SHALL HAVE A RR405.1. than indicated in Figure RR403.1 (1 ). The jurisdiction hazard areas), (b) the date(s) of the currently effective MINIMUM OF ONE NO. 4 BAR AT THE TOP AND BOTTOM OF THE shall fill in the frost line depth column with the minimum FIRM and FBFM, or other flood hazard map adopted by FOOTING. depth of footiing below finish grade. the community, as may be amended. i. See Figure RR301 .2(5) for ground snow loads. e X 5 5-C 9015 (/0 CONDITIONED RESIDENTIAL SPACE SEPARATE TIES FROM CONTACT WITH P.T. 3Y2" 1 '-10%1) SILL W/ROOFING FELT OR AS REQUIRED. FIRST. . . . . . . . . . . . . . . . . . iL FLOOR: %P.T. 2X WOOD SILL W ?" 28'-0" TERMITE SHIELD ; '. TOP • OF. . . . . . . . . . . . FOUNDATION 4. 0 0 0 (AS PER SLOPE TO DRAIN (5% MIN.) P MODULAR HOME PLAN GRAD 1.'= 1038„ 3'-4)/4„ 4' 0» 6» a .a ° ° d ° d' ' SPACE 1 /2" ANCHOR BOLTS 4' ON g CENTER & 2' MAX. FROM CORNERS & OPENINGS, 12 MIN EMBEDMENT 4" LALLY COLUM 44 w °: PRIME PAINTED & SECURED FROM 1 #5 CONT. TYPICAL @ SIDES OF ALL LATERAL MODULAR OPENINGS IN FOUNDATION. DISPLACEMENT TOP HOME TIE AS PER WESTCHESTER MODULAR HOMES PLANS g A. OPTIONAL SPRAY ON FLEXIBLE °a' AND BOTTOM. AS PER P.T. SILL PLATE 3.5 LALLY COLUMN WATERPROOFING MEMBRANE. °: B.P. SLAB ISOLATION JOINT INDEPENDANT OF PRIME PAINTED, SECURED o B. OPTIONAL WARM-N-DRY FOUNDATION ° 1 #5 TOP, MIDDLE & BOTTOM UNCONDITIONED CELLER 406287 FOUNDATION (TYP.) FROM LATERAL BOARD. b WELDED WIRE FABRIC REINFORCEMENT DISPLACEMENT, TOP & C. OPTIONAL DRAINSTAR STRIP DRAIN @ MID-DEPTH OR SLIGHTLY ABOVE. BOTTOM Li —� SLAB ISOLATION JOINT INDEPENDANT OF GARAGE (STIRRUPS RECOMMENDED) FOUNDATION (TYP.) F.F. • • • 4" SLAB ON GRADE MIN. INCR A E THICKNESS OR HEAVY VEHICLES ) >> ° 26.5 � � � � � e �� � •� �• � � � - � ` -4 MIN. CONCRETE COVER " AT SIDES 2 � d INDEPENDANT LALLY �--�-5 •"n P. a ' '• �' e ''—'��•, COLUMN FOOTING ° °� •° PRE-MOULDED FILLER AND WELDED WIRE FABRIC REINFORCEMENT SET CELLER FIN. NON BIODEGRADABLE CANT STRIP SEALANT AT EXPANSION JOINT AT MID-DEPTH OR SLIGHTLY ABOVE. W/ . a FL. AS PER 4 # 5 RE-BARS & PER §RR405.2. 1 BASE. A MODULAR 6 MIN. COVER OF GRAVEL 6" WW MESH 8" POROUS LAYER OF OR CRUISHED STONE OVER d HOME. PLAN.. . . . . . . . . . , . . . . . . . . . GRAVEL, CRUSHED STONE INDEPENDANT LALLY COLUMN PIPE OR COARSE SAND SHALL FOOTING ° ° 0 4. ` PER §RR405.2.2 MOISTURE BE PLACED TO A MINIMUM REINFORCED W/4 #5 PLUS PROTECT TOP OF PIPE OR o ° ' BARRIER. A 6-MIL-THICK TILE WITH O THICKNESS OF 4 INCHES (0.15 MM) POLYETHYLENE WW MESH BOTTOM OF - (102 MM) UNDER THE FOOTING . . . . . . . . . . . . . . BIODEGRADABLE . . . . MOISTURE .BARRIER. SHALL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fl . . ° BASEMENT FLOOR. • FILTER FABRIC OR BE APPLIED OVER THE EQUIVALENT. 2'-0" 2'-6" — "'2' �Q" PROVISION SHALL BE POROUS LAYER WITH THE d MADE FOR AUTOMATIC 6 MIL POLYETHYLENE BASE COURSE OF GRAVEL OR CRUSHED BASEMENT FLOOR Q BOTTOM d4 . DRAINING OF THIS LAYER OPTIONAL: SUBSOIL DRAINAGE SYSTEM BELOW z w MOISURE BARRIER STONE TO PREVENT THE CAPILLARY RISE ��DAR CONSTRUCTED OVER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OF AND � THE ' GRAVEL � OR SLAB ELEVATION. PLACIED MIN. 2" BELOW � OF GROUNDWATER 4" MIN. �5�� ZRBfi Y� ; a i- POLYETHYLENE. w Q �� U FOOTING z Q w CRUSHED STONE WALL SLAB SURFACE. DRAIN SIZE MIN. 4". > m � OK Q FOOTINGS. r SLOPE TO A NATURAL OU1fFALL ON THE SITE U �'�a�� , . Fr ' �,� r 0 > m OR DRAIN TO STORM SEWER OR DRY WELL nD D - z r-) o ° mss a uv 1 6 '016 0 i� „ TYPICAL AT GARAGE: FOOTING & SLAB ON GRADE TYPICAL AT RESIDENCE: REINFORCED POURED CONCRETE FOUNDATION ON FOOTING -SUMDrqG DEPT- o a N O DON & MARJ BECK RESIDENCE ON FISHERS ISLAND, NY REVISIONS: FOUNDATION ri Ln S U S A N E. Y O U N G, A R C H I T E C T 1197 WHISTLER AVE., BOX. 662, FISHERS ISLAND, NY 06390 (917) 923-20272 DRAWN BY: SEY SCALE: 3/4" = 1 FOOT OR NOTE PRINT SCALE AT RIGHT MARGIN ® N DATE: 11/8/16