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Home My WebLink About50137-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT K TOWN CLERK'S OFFICE " SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50137 Date: 12/15/2023 Permission is hereby granted to: McCormack Jr, Joseph 2670 Stillwater Ave Cutcho ue, NY 11935 To,: demolish (as per Town Code definition) and construct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 2670 Stillwater Ave SCTM # 473889 Sec/Block/Lot# 136.-2-17.1 Pursuant to application dated 11/20/2023 and approved by the Building Inspector. To expire on 6/15/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,414.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $1,514.00 Building Inspector in" TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 qllill" Telephone (631) 765-1802 Fax (631) 765-9502 htt s: southoldto wnny.gov11 1."0 Date Received APPLICATION FOR BUILDING PERMIT" R For Office Use Only PERMIT N0. 5b �� Building Inspectors Applications end-lcrrrns rMAR 2 0 2023 rwvsVbe?filled of in th elr;entlrety.in incomplete appllaatlans,,W in ire accepte WhJere th A pll f►t hs rr at-thr�rpwner,°aaa. 11' ! 10V [hnrner'sietbtrrMatl+ rrfai Page hail°hriMWOFS®tk Date: CJwWN R(S),IOF PPROPERTYV: Name: Project Address : . O..n..,. . . ! � � =... . ' . Phone#:: Ernall: . . '5 Mailing Address; +CONTACPERSON; Name: l Address: MailingA .00 Phone#: 1111 01 _ OilEmail" ° DESI6Nn`PR" FESINAt»INFO RMAT ON. Name: Mailing Addressw p . Phone#M 774_— Ernailw +C 0,N" RA ,� OR,INFOR RMATION. , Nan7ew Mailing Address: Phone#: Email: ISCRlP14N C►F PROPOSED CONSTRUCTION New Structure XAddition Z.Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Othe r $ ,� Will excess fill be11 ° Will the lot be re-graded? ❑Yes No removed from premises? ❑Yes XNo 1 PROPERTY INFORMATION Existing use of property: Intended use ofro e P P rty: L Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Vd this property? ❑Yes NINO IF YES, PROVIDE A COPY. ❑ Check Box After Reeding: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In bullding(s)for necessary Inspections.False statements made herein are Punkshable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Submitted BY(print name). ��r r r r ' f Wilthonzed Agent =C*.Ns y'u',r,r��^ Y/ �nr:•Rn�/✓(j` y r,� /ry/i,w(/r r'•••;ro/ .Gr r- r t �� f,M.Ie a- r f a �`I �, /i./r r. ri;r rr :r..✓,/,,t, R, .. /r, ,�i19-m9, / A s.,.., r / :�r r..a, r / 'r� .<.... / u 1 ✓,: y ;, ( r?,,,Y ,,,.,a s,,, ,,,,u.,,,+alrn rr,,r,.�w•'y/� .,.;mea ,n,. fi' .,,-.: o ,: ,. �,,., r r ,v:Y v, r r,.$.. ,,✓ r .,,,, ,r ,,,,; ,rv :::, (., d ,,;; g'., N,9n,.;R ,T �h r r ,rfw,. µ ;,r a Q/yr biiY� f�r n ;,sir 1 %"r,A J r r r ✓r r v¢,r ,; r ;r,rr rir�f yG�rr/,, ><p l r 6 rrvf Nar�w� F1 11 Me y i /e COUNTY OF /�{jCK r ' e Name of being duly sworn, deposes and says that (s)he is.the applicant ( in signing contract) above named, (S)he is the 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 i application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 10,70day of , AIO'TAg1� � ra e a �Y ,1,; V: r rrr.,,uG `v err, ,w �� ' r" rer 6f, ,,,,.,7 ,, ✓ ,a ,r,i=: ,,;r` arfr r„f ai.�?.'"f,r%,14 r;/rr 'V ��iY / a;,),r `�,a�" .�ipM1 G i IGS/' rr "•',W ,r r r° /,✓�a�r��; �'r`Y q"Y d Ip" Ay 9 r/,m ?"�/'r iil7 ru r ,, m, ,,,;,,. .,, a ' / v8 �✓�z'a„Inro i rr ruin 1 FI�YV a CAfr, & k' residing at 26 70 L944 4co �" C! 0 do hereby authorize ! C/ A&- to cr; my b Iftothe'TownofSclLjtholdBuildin Department for approval as descri d here' 2 2- Owner's Signature Date Print Owner's Name 2 Generated by REScheck- e�b Software t14 mp is nce Ceftificate m Pro ect MaCormack ' 1 DEC C 1 5 P023 D;: Energy Code: 2018 IECC Location: Cutchogue, New York r Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: o e o e Compliance: 0.9%Better Than Code Maximum UA: 331 Your UA: 328 Maximum SHGC: 0.40 Your SHGC: 0.30 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. S: ab-on grade tradeoffs acre no longer considered iiin the LIA or Ilan i'i011urnance compllllw'-�ce path ki Rli.:5chea:k. Each s1lab-on..grade asserrnbIly in tl::ll°ne spaen:i ied cHrmnate zone irrnu.ust i"neet th(-.s rnlirnir nuuirn eneirgy code i nsuiaflon R vaallu.ae and depth u°a:ua:pauliu eirr en ts. Emyelgpet1 Lia S Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Flat Ceiling: Flat Ceiling or Scissor Truss 565 30.0 0.0 0.035 0.026 20 15 Sitting Room Ceiling: Flat Ceiling or Scissor Truss 55 20.0 0.0 0.048 0.026 3 1 Cathedral Ceilinga: Cathedral Ceiling 353 30.0 0.0 0.034 0.026 12 9 1st floor: Wood Frame, 16" D.C. 1,092 20.0 0.0 0.059 0.060 51 52 Dog Door: Solid Door(under 50%glazing) 4 0.600 0.320 2 1 FWG doors: Glass Door(over 50%glazing) 82 0.300 0.320 25 26 SHGC: 0.28 FWGS door: Glass Door(over 50%glazing) 22 0.310 0.320 7 7 SHGC: 0.22 DH windows: Wood Frame 120 0.300 0.320 36 38 SHGC: 0.31 AWN windows: Wood Frame 5 0.290 0.320 1 2 SHGC:0.31 2nd floor:Wood Frame, 16" D.C. 1,020 20.0 0.0 0.059 0.060 44 45 FWG doors: Glass Door(over 50%glazing) 82 0.300 0.320 25 26 SHGC: 0.28 DH windows: Wood Frame 150 0.300 0.320 45 48 SHGC: 0.31 AWN windows: Wood Frame 4 0.290 0.320 1 1 SHGC: 0.31 Project Title: MaCormack Report date: 12/14/2: Data filename: Pagel of Gross Area Cavity Cont. Prop. Req. Prop. Req Perimeter Arch windows:Wood Frame 39 0.280 0.320 11 12 SHGC: 0.33 1st floor: All-Wood Joist/Truss 973 21.0 0.0 0.044 0.047 43 46 2nd floor: All-Wood joist/Truss 46 30.0 0.0 0.033 0.047 2 2 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 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date ^ . DE �0 0 � UJ w, ` tP 1, '+ SS Project Title: MaCormack Report date: 12/14/23 Data filename: Page 2 of 2 b ` BOARD MEMBERS :�' �`"� Southold Town Hall Leslie Kanes Weisman, Chairperson .�;) � �, 53095 Main Road• P.O. Box 1179 ak Southold,NY 11971-0959 Patricia Acampora rix Eric Dantes ` Office-Location: D�Robert Lehnert, Jr. Town Annex/First Floor r � 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoSouthold,NY 11971 eon ti r C EIVED E rra E � W E http://southoldtownny.gov lUi U KING BOARD OF APPEALS TOWN OF SOUTHOLD 0 U 2 5 2023 Tel. (631) 765-1809 It I l�0lvn Clerk uilding Ipa gUINGS,DELIBERATIONS AND DETERMINATION Town of fou MEETING OF OCTOBER 19,2023 ZBA FILE: #7828 NAME OF APPLICANT: Joseph C. McCormack PROPERTY LOCATION: 2670 Stillwater Avenue Cutchogue, NY SCTM No. 1000-136-2-17.1 S;EORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SI.,IFFOLK O_ IN"1"' ADMINI T DATIVE C,2N, This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 19, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRp IX;,_ E1° IIw[INDr 1(.�. The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is [lot subject to review under Chapter 268. PR P'EFI I"Y i"A(, M �'I) SCI ff1tQN.' The subject property is a non-conforming 19,604.9 square foot parcel located in an R-40 Zoning District. The parcel runs 76.35 feet on the West side along Stillwater Avenue. Stillwater Avenue turns and the parcel then runs 262.14 feet on the North side which is also the architectural front yard. The parcel then runs 70.28 feet along Track Avenue which is also the East side of the parcel and then runs 281.65 feet on the South side. The parcel has three front yards and is improved with a one-story frame house and a rear yard slate patio. All is shown on a survey by Donald J. Metzger- L.L.S. dated November 17, 2022. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124, and the Building Inspector's June 28, 2023 Notice of Disapproval based on an application for a permit to demolish(as per Town Code definition) and reconstruct a single-family dwelling; at 1) less than the code required minimum primary front yard setback of 35 feet; 2) less than the code required minimum rear yard setback of 35 feet; located at: 2670 Stillwater Avenue, Cutchogue, NY. SCTM No. 1000-136-2-17.1. RELIEF REQUESTED: The applicant requests a variance to demolish an existing home as per town demolition code and to construct a new home that will result in a primary front yard setback of 11.9 feet where Town Code requires a minimum 35 foot front yard setback and a rear yard setback of 24.9 feet where Town Code requires a minimum 35 foot rear yard setback. AjjQrljQN1., 1"�#FC L� Ltm,�1"1""IO I:mm„The parcel has the benefit of ZBA variance # 1416 dated March 29, 1971 to construct a new dwelling with a non-conforming front yard setback of 13 feet. Page 2, October 19,2023 #7828, McCon-nack SCTM No. 1000-136-2-17.1 I- j_ 'Q 1710N: F I N(15 �_qNS_L_ (L , ('1U' F Y The Zoning Board of Appeals field a public hearing oil this application oil October 5, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, tile Zoning Board finds the J"c)llowlng facts to be true and relevant and makes the following findings: I. Town Law §267-T)JhLtJL1J. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nefirby properties. The neighborhood is a residential neigVhborhood consistingof single-family homes, 1'he proposed non-conforming setbacks of the new home are similar to the non-conforilling setbacks of other existing horne. The subject property is a corner lot that is heavily wooded along the secondary front yard and the side yard is adjacent to an open grassy area. Granting of the variance relief will not have any effect on the character of the neighborhood. 2. Town Law 067-11b(.3�1) 2The benefit sought by tile, applicant cartrica be achieved by some method, feasible For time applicant to pursue,other than an area variance. The applicant is burdened by fact that the lot has three front yards. Any dernolition and reconstruction of the existing dwelling will require the benefit of vat-lance relief. 3. 'Fawn Lavv *267-b bI The variance granted for the non-conforming front yard ;wetback is inatheinatically SUbstantW,representing 66% relief froom tile code,and tile variance granted for the non-con ening,rear yard seltback is niatherriatically substantial representing 28,8% relief froom time code. However, the proposed non-conforli-drig dimensional setbacks are similar to the pre-existing non-conforming dimensional setbacks of the existing dwelling and are typical in this neighborhood. 4. Town LawW'267- 'kb K4 L No evidence has been Submitted to Suggest that a variance in this residential _12 )L-1-- — cot-nilltinity will have ail adverse impact on the physical or environmental conditions In the neighborhood. The applicant Must comply with Chapter 236 of the Town's Storm Water Management Code. The applicant proposes to install and UA septic system. 5, Town Law U67-b('3)(!!)J:_'!L. 'File difficulty has A been self-created. The applicant purchased the parcel after the Zoning C-odc was in effect and it is presumed that the applicant had actual or constructive knowledge of the 1 limitations on tile use of the parcel under tC he Zoning ode In effect prior to or at time time of purchase. 6. TownLaw '267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. BOARD: In considering all of the above factors and applying the balancing test under New York"'Vown l.aw 267-11, rnotion was offered by Member Danies, seconded by Member Acampora, and &11) carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans prepared by James Deerkoski P.E., labeled S-1, S-2, A-1 thru A-5, dated June 23, 2023 This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Board o Appeals,failure to comply with the above conditions may render this decision null and !f void That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued. Page 3, October 19,2023 #7828, McConnack SCTM No. 1000-136-2-17;1 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, IMPORTANT LIMITS ON THE APPROVAI jr.) GRAN'I'ED UIEREIN Please Read Carefully Any devidtionfiront the survey, site plait andlor architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, tvill result in delays andlor a possible denial by the Building Department of a building permit andlor the issuance of a Vlop fYork Order, and require a new application and public Bearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan andlor survey cited above, such as alterations, extensions, demolitions, or deniolitions exceeding the scope ofthe relief granted herein, are not authorized under this application when involving noneonformities under the zoning code. This action does not authorize or condone any current orfuture use, setback or otherfeature of the subject properly that may violate the Zoning Code, other than such uses,setbacks and other./eatures as tire expressly addressed in this action. 'rIMF LIMITS ONTHIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one ( ) Y terms. rr IS THE PROPDEONNIR"S RESPONSIBIIJTY TO E'NSU RIK COMPLIANCE WITH THE ')U I II E,D TIME FRANIF QFSCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes.- Members Weisman (Chairperson), Dantes, Acanipora, Lehnert and Planamento. This Rcs'oh i t�was duly adopted (5-0), 6esl"i"eKanes Weisman, Chairperson mmmm Approved for filing/G,/ A"1 /2023 lA h 5 LI , f, sem\ ® 4 a O:W EXI$TINC O> �'- �`�> � '� \ I{�5!✓ - ?g:e. - gar �\ ems' a �� •. � sec T z_ s5•- _ b z a .�4 .:ti �1 fPNfREiE NAN I cqR \412 PROPOSED SITE PLAP SCALE: 1" = 30'-0" rL IAt13' e,l �� .i a1 t.#V17 fix.;..., ...i E ., a - _ - _ - _ - - _ - _ - - _ - SITE DATA PROPERTY: 19,604.9 SF 0.45 BIC ZONE: R-40 STORM WATER MANAGEMENT DETAILS O ESTIMATED AREA OF 2000 SF - GROUND DISTURBANCE: I ;; LOCATION: SF AREA: 100%RUNOFF AT DRYWELL DRYWELL 2 RAIN PER HOUR PROVIDE: CAPACITY: / \ NON CONFORMING LOT: ZONE:R-40 PRIMARY FRONT:35' REAR:35' NEW ROOF AREA: 1413 SQ.FT. 236 CU.FT. (2)8'dia.,3 126 CU. FT.ea. / \ (280-124)(3-CORNER)SETBACKS: LOT COVERAGE:20% SECONDARY FRONT:20' SIDE:10' M H deep (253 CU TOTAL) MAXIMUM HEIGHT: BUILDING HEIGHT: SKYPLANE: (280-4,280-208) 35' 10'h(AVG),459 ANGLE Design Services OGEE GUTTER-STANDARD 5" / m I DESCRIPTION: AREA LOT COVERAGE: NOTES: �0 1).EXECUTION: N EXISTING HOUSE: 1,386.8 SF 7.07% www.mchdesignselyices.com A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. . EXISTING NORTH PORCH: 545 SF (DEMOLISH) p hone: 2).PREPARATION: I ,yam/ EXISTING SOUTH PORCH: 85.5 SF (DEMOLISH) (631)298-2250 / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR / ■ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. III�r EXISTING WEST PORCH: 18.0 SF (DEMOLISH) email: C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 1 1 EXISTING O.D.SHWR: 36.8 SF 0.18% michael@mchdesignservices.com 3.INSTALLATION: O EXISTING SHED: 103.0 SF 0.53 A),PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. TOTAL: 1,526.6 SF 7.78% 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 11 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 1 CONNECTORS. 1 I I 1 I DESCRIPTION: AREA LOT COVERAGE: \ I 21.4 I 27.8 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 1INN 1 CONNECTION WATERTIGHT. PROPOSED ADDITION: 139.1 SF 0.17 DRY WELLS TO BE 10' MIN. 4).PROTECTION: PROPOSED NORTH PORCH: 96.0 SF 0.48 (7 A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE v B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL PROPOSED EAST E L E VAT I 0 PROPOSED SOUTH PORCH: 26.8 SF 0.14% s COMPLETION. PROPOSED WEST PORCH: 39.6 SF 0.20% Oo ° SCALE: 1/811 = 11-0° o c 156.0(GROSS)-97.0 0 ° (OVER WEST PORCH (39.6 SF = 59.0 SF(LOT COV.) 0.30% +SITTING AREA ADDITION 57.4 SF): TOTAL: 360.5 SF 1.83% EXISTING TOTAL: 1526.6 SF 7.78% \ PROPOSED TOTAL: 360.5 SF 1.83% 1 COMBINED TOTAL: 1887.1 SF 9.61 % Cod?,3,3, I METES AND BOUNDS: SURVEYOR: PECONIC SURVEYORS DATE SURVEYED: NOVEMBER 17,2022 0111�O vW+ I SCTM: 1000-136-02-17.1 ELEVATIONS REFRENCE: NAVD 1988 ( ��1 a � 1 w;T �� GFA CALCULATIONS V UTILITY @ 1S LOCATION: AREA: / \ / OLE \ Q. PROPERTY: 19,604.9 SF A / o5 OHW SHED / 1 OHW O ' \ / (280-207d)GFA PERMITTED: 3,300 SF �1 �-�-' - 10.2 1 •�-SIC(FENCE / \ 1 OHW 2g1,� •-• I OW V 1 EXISTING 1ST.FLOOR: 1,386.8 SF OHW 1 i' \ - 'l EXISTING PATIO \ , O ON GRADE \ \ PROPOSED 1ST. FLOOR ADDITION: 139.1 SF Pq OHW > s �; \ O \ co ?3 PROPOSED 2ND. FLOOR ADDITION: 953.00 SF ►� i EXISTING PROPOSED RELOCAT a � /J S/FE�Cb ` \ OHW OD.SHWR. ` 25TY.ADD E EX❑AC \\ z TESI�HOLE CO " EL 1�6' OHW 1 BI ° ` A �. TOTAL GFA: 2,478.9 SF W O CH G pa ` 36.0' o 0 24.2' \ PPVEI Arn iiiVVV /•�-r�0 ---10 G •PROPOSED NEW', /ODPP I \J Y CO ?: / -• -- S W o �� I/ASEPTIC 'A� ' / EXISTING 1 STORY TO BE w -- 'b \ RAISED UP 6"TO BE ^^'' ("' ) EXISTING 1 STY HOUSE W FLUSH WITH MAIN HOUSE FF EL.18.9' s \ G311 O W Z ( EP , PROPOSED _ RAISE 1c BLOCK WALL AND f� 1 STY.ADD. h, •'r x\ R •• LP NEW FLOOR/WALL) EXISTING STOOP 0 4:a --_ 1 ^ \ ANDo• TEST HOLE DATA il o w 7»BE REMOVED 34.8' -r a 24 2' McDONALD GEOSCIENCE nF \ R` H BAL POR \ 11/16/22 ) PROPOSED: o I �� •\ / \ D EX'�STI G � : ) s kBOVE TEAS ME EL. 15.6' DARK BROWN LOAM OL PROMO ECH .o TOP SOIL / 160 V Vp /\ L 1 O J \ I LOCATION ... / \ (� I� PP ON BROWN SILTY SAND SM r ^ DW 7'.II CONCRETE\I \ \�\ t FENCE F 4.5' L ' WASHOUT S1l_ / L ' EXISTING WALKWAY PALE BROWN FINE SAND SP O �^ TO BE REMOVED 51Q�CE,•�- \ � i METER EL. 1.4' 14.4 U ( I x O J \ T�� ,y• \ GAS SERVICE WATER �I P WATER IN PALE BROWN FINE BAND 8 (MARKOUT) CO \ NOTE:WATER ENCOUNTERED 14BELOW SURFACE INN-mw U ,,/ �i .2'ELEVATIONS REFERENCED TO NAVD 88 12 r TEST HOLE [, PROPOSED SITE PLAN :-A SCALE: 1" = 201 PROVIDE TRAFFIC BEARING FRAME AND COVER IN TRAFFIC AREAS AS REQUIRED(VIF) REQUIRED COVER II V 4 141 AT GRADE III I I 142 FINISHED GRADE le 1 I TO Han I7 voi IM 4111 END PLUG/STOPPER LOCKING HDPE COVER 104 14.1 ADDITIONALCLEANOUTTO TO GRADE GRADE IS am m 146 --0•-SEWER PIPE BE PROVIDED AT INTERIOR 20"POLYLOK 106 147 OF HOUSE AS REQUIRED. DISTRIBUTION BOX Ni (NO HOUSE TRAP) _FROM SEPTIC NOTE lOD 149 a maximum 5%grade slope must be maintained q7 Ima & a,u �'�`' f 30 deg.ELBOW ATO LEACHING POOLS ? 0 uo�Plivam •• l30 ----------------------------'--------'--'--'--'--'--'-----------'-1 1 60 de for a minimum of 20'horizontally from the nearest 4• MIT I51 1 4Mw 1 g'WYE PROVIDE SPEED LEVELER �., 2" edge of all leaching pools before tapering off as 111 �trt I 132 I o--FLOW ON EACH OUTLET i J=•;�4 per schds e�q. 1 133 ; am nrnrwa° 112 4"DIA SDR 35 PIPE 1/4"/LF PITCH 4"CAST IRON PIPING TO , OO 1 \ 12"THICK UNDERDRAIN IW IN j _ _ _ _ _ _ __ _ __ *p 1 EXTEND 2 FT.MIN.INTO FF el 18.9 114 an : a la 1 FILTER MATERIAL TYPE 1 thermoplas c covers L I I I 11 I I I I 1 ; \ FOUNDATION WALL exlropos d grade 20"DISTRIBUTION/ lacking and water tight 173 R a„a 136 1 I 1"l I I I 1 I I I I u I proposed grade 116 �I� St ns 137 1 a{ 1 �e� ai }, �y I,.�S1 a rl° \ el 9.1 SAMPLING BOX as approved by schds EX.GRADE el 16.0 CO ° I -b -b .7 I10 MIN! _": 179 i -Lwne=--_----�wwl 1 2 to house pipe eoventnect _ (,•_.. F ",-• ;' ' o.°r �r 1 Uu01 IaOa IDISTRIBUTION r service 119 4urr>osearar ly 1 i grade over max.24" panel / j L'.:-::3`--..d••-.•1'7-) �j 1.-.Y`} i i ----, + -- ( TYPICAL CLEAN OUT DETAIL NTS eaching pools w x� J *3 I P 1 00 ; NTS .r ° el 14.5 -=== "- ItJ U 164 i T i me I 4"dia Idr 35 pipe 4"dia sdr 35 pipe el.15.2 -� �s tl `Z O �?3 - DRAWN BY. M H 1 8" If pitch(5') IY 0 J Ito Mal 1 167 p/EpL �IAJ1( 1 I 6" 1/8"/ pitch(2') / / 95 106 1 wm MCOI TI NO OsfF%1 o�rl PROIEC O 1 - 26 107 1 fUDER�PROI.Mrn ra p1Kgs 7 ,�,"°E„��"� .13.5 el.13. el.13. .14.2 4 dia sdr 35 pipe 1/4"/If pitch el.14.5 1 AID Musr 77E SZ ro Mlp+ i " O 1D' rs QUIg0ar0U1R(07FIg90RMD/ORNg7,r671'O�ofO11lAQS I ELECTRIC ONE LINE DIAGRAM r' I 2-8' x 6'd leaching pools I ""�'.'F"'"'""F;'r"""•`t;'"•` / / j IMMfACiL4rXf SPECIFICATIONS 110x5 J}, r-q -----1 r-- AO ON[M'VMM WOMY PM=D FWS ; (NOT TO SCALE) ',,t^L `ham replace unsuitable soil with 0 0 " - _ 129 trd44{d:M is 171 1 ,F. j 0 •• •'� I clean fill Sand and gravel(3'collar) " •p^ 0�� YI7MCMM RAY III 7 f 1710 IISrA I L'd01[r016 mm[At[far 140 clean fill I 0 130 sa0a1 a0�r IA 1 460 1E4 C). YEINIIML MIPS ANI 149M LW US CWPER ONIWORS ORY. I 120 VOLT,to SERVICE TO NEW 20amp, '""'" 0••'• "`�"""r _ I type sw or sw per schds.extend down type sw or sw 171 R 172 i CME'CI WAN UA IN Rr[L r0 A SIXW EMM MM I FUJI CONTROL PANEL 1 POLE BREAKER UTILITY ` 01 - ' 0 IY R41M4 1 177 1 ML[0 LII[s RaRIDrt rinl rlglr6 nu riRlon YClilm j 2#12,#12 GRD IN IA': INCOMING SERVICE c,A• '� D1f"�•p•"� I�oNI �F�°""�f"�e�� 6ft.min. i 177 IN L------------------------------------- ---------•J PSEE PLAN VC CONDUIT •°.... LU IR �_200a,I>b,120/240 VOLTS r�,mr.�,.« "" " ° e1.7.511 FUJI CLEAN CEN-5el.9.8 SCALEaU11PLAN VIE UNIT CIRCUIT "�_"°" .."°r,.°m,:, 175 _ 176 ;{S.rSSL .Kam°m, •�C 66C w" + �" /A SEPTIC TANK � '� - 1 undisturbed $ r - :'�S-- r•{If-------t �-- FUJI CONTROL BREAKER METER 3'minimum rade 177 aemiun WPM170 AERATOR PANEL PANEL seperaton - - -- • • - •- g 139 P IOD rry a�,••� w+.•,.•o.u. • -7JSL IllWUl1 I I u"r°" TEST HOLE 11.4(HIGHEST ELEVATION) C O N`"� SHEET N O• 140 Roo 1 �•`�• EX.GROUND ROD NOTE: ---- - - - SANITARY DESIGN �o,� • 0 rru"> O 1).BURIED ELECTRICAL POWER •t p ® t OF 24INCHES BELOW GRUM ADE. m:'• J-kA CONDUITS 1059267 CONTROL PANEL M m _ °'°° m w 2).ALL ELECTRICAL WORK TO BE •"�..r:«" Z 1� � PERFORMED IN ACCORDANCE WITH NEC. 0 SECTICN A-A VIEW SECTION B-B VIEW• �OIQ 50 SEPTIC TANK STRUCTURAL DETAIL NTS M C H - Design Services www.mchdesignservices.com - - - - - - - - - - phone:- - - - - - - - - - - - - - - - - - - - - - - - - - - phone: (631)2 email: michael@mchdesignservices.com 0 --- -- ------- -- ---------- --- ---- - B0 m — oo N - - - z 0 o w LL[ HillU L1.1 Q w0 ,.1 W � PROPOSED NORTH ELEVATION v p� w u SCALE: 1/4" = 1'-0" � w V � � w4 a O cn U � C � 0I--,. � U N U L� V 1� 0 zn Ell EXISTING NORTH ELEVATION DRAWN BY: MH SCALE: 1/4" = 1'-0" 11/17/2023 SCALE: SEE PLAN SHEET NO: 11 O ,* n m w SOA � 50 tG�C� SI NPS I M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com mom - - U PROPOSED WEST ELE PROPOSED EAST ELEVATION NATION w SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" P4 w H � w U �D a �) �-4o cry � x cEr z U no � � V � U V U N V El I F=L I 1� I u F-11 EXISTING EAST ELEVATION EXISTING WEST ELEVATION DRAWN BY: MH SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 11/17/2023 SCALE: SEE PLAN )F NEI,, SHEET NO: LU �OFESS�IONP� J M C H - Design Services www.mchdesignservices.corn phone: (631)298-2250 email: michael@mchdesignservices.com LI Lu LI i 44 0 Q PROPOSED SOUTH ELEVATION P4 w z SCALE: 1/4" = V-0" [� � W U � � dao � V � 0E-I oF,- �:) ON U U V 0 0 � ❑ EXISTING SOUTH ELEVATION DRAWN BY: MH SCALE: 1/4" = V-0" 11/17/2023 SCALE: SEE PLAN FNE�� SHEET NO: O r'— n tam' Elf OA 2 Z �� Rp Nps, AC UNIT r - - - - , M C H IQDRELOCATE � O - r -.. — I I I Design Servicesrr >PROTECT RSH IN G " — — — — — — — — — — , nselvices.com- — — — — — — — — — — — — — — www.mchdesig phone: - I -b ®• -----' (631)298-2250 L - - - - I REMOVE/CUTBACKemail: O AS REQUIRED(VIF) '� michael@mchdesignservices.com BATH I I STOOP BATH o I KITCHEN BEDROOM No. 3 F3BEDROOM No. 2 1 I II ' IL - - - - - - - - - - - If I I I 0 1 i 1 II � I III I ENTRY CCLOSE OFF EXISTING SLAB FLOOR I I ALL INT.&EXT.WALLS AND FLOOR I I OPENING PRIOR TO RLIAUVL I AT ADDITION TO BE REMOVED I II I ( PROVIDEOSTRUCTION DOOR FOR ACCESS i I II I III I � I I I I I I I I DINING ROOM BEDROOM No. 1 LIVING ROOM KITCHENETTE sTEPDONN 1 o I I I 6}1/2 o II I I II r L — — — — —I J I I 1 STOOP 00 O I I 0 0 1 REMOVE 1 i W L - — — — — — — — — — — — _REMOVE -- — — — — — — — — — — — -1 J ❑ I U PROTECT METER L — J L — — — — — — — — — — J DURING CONSTRUCTION 63'-S%2" W A� EXISTING FLOOR PLAN W Q w o SCALE. 1/4 - V-0" w � � w U � � cn U z � 0E-' 0 � D ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IV) is O U .__. V F7777=71 I v 7-0"BLOCK FOUNDATION I 7-6"BLOCK FOUNDATION 4X10 RS SILLFURNACE 1 2X6 SILL ^� I I u 0 I I BASEMENT Q EXISTING SILL AND FLOOR JOISTS 1 X 1 N TO BE REMOVED — — — — — — — — — — - — 1 I ( I I 5-2h DUTCH WALL m 1 I I I —(2)2 �X8 GIRDER (2)2X8 GIRDER I BASEMENT 1 I 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - 1 9 X 3-1/2 GIRDER_ 9 X 3-1/2 GIRDER _9_X 3-1/2 GIRDER _ i I � i L — — — — — REMOVE G116ERA96�OLUMNS — — — — `_- — — — — — — — — I— J I SLAB ON GRADE I 1 1 SLAB TO BE REMOVED I I I CRAWL SPACE I I 0 I RENIOVE =XIS INq BILCO 1 At D W LL. LOSE OFF I I 1C PEN JG( YPI¢AL) m I I I MECHANICALSTO L 1 _ — — — — — — — — — — _ — J I I BE REPLACEDLACED(VIF) L — — — J ON DEMAND FURNACE 1 HOT 1 REMOVE CONC.STOOP WATER ❑ REMOVE EXISTING WATERL — — DRAWN BY: MH I I I I — J I 1 1 CHIMNEY L - - J 1 11/17/2023 L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J EXISTING FOUNDATION PLAN SCALE: SEE PLAN SCALE: 1/4" = V-0" SHEET NO: P DE �O �5Ir x � J RO SS16NP�' J M C H Design Services www.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 6'-O" EGRESS WINDOW WELL - A — ......., WITH COVER 3'-0" 3'-0" 5'-0" (TBD) n 1 4'-3%" 119 6'-8" Yr #4 REBAR @ CXW145 ,a (TYP)12'OC TYP EGRESS vJ ----- 1 1 1 1 0 C? 7'-6"BLOCK FOUNDATION m 'UP i ; i; VERIFY EXISTING I 2X6 SILL WALLS AT EX.PORCH D FURNACE u _1 I I 1 I r l 1 I i t I u / 2X10 FJ @16"OC 1 I ; I 1 ; O (J - F� �I_ --I------ I I L -J '' n o (2)2X101 1 77 - I a _ ^' BASEMENT N 00 ; u N XI STEELLALLY I -------- � X o #4 REBAR@ x LL N COLUMN w/ ^ x - z'xz'x1' I --'-'''- 1 N I-_ N b CRAWL 12--OC(TYP) CRAWL SPACE o CONC.FTG --------- m SPACE ' x I I ( = o 1 r fV lJJ ' I ' w B S-2h DUTCH WALL B STEEL LALLY COLUMN -------- u -d-- -- -- - - - - _ - - ---r---- w/2'X2'Xl'CONC.FTG w ° 2 2XGIRDER ° - (2)2GiIA�E�2 " ' ------ __-- ----------- 1 I I 1 1 I i (3)1-3/4X9-1/4 ML GIRDER' ' ' (3)1-3/4X9-1/4 ML GIRDER x PIER OR POST Ln1, : u TO NEW GIRDER O 61-811 7-0 T-0 61-81' 16"X16"CONC.PIER u (4)#4 VERT REBA 3'BELOW GRADE w CRAWL 1111 U SPACE o BASEMENT u X O CRAWL SPACE W N n IIII L 1 - 0 LU K ' r IIII N _ lD f V 1111 u , _I Q (n (V 1111 Q # , ,,_ . _�• #4 REBAR @ NCLOSE OFF o 12"OC(TYP) H w n--- nnry) ; OPENING x ' ( 1111 ! 27'-411 N , 1 1111 1 REPLACMECHANICALS -• r — — — — 1 W L "' -; RELOCATEE NEAR NEW STAIR7-4 " �, "-VaCONC.PIER' LOCATION TBD IN FIELD o o CRAWL w 1J,µ,/2'Xz'Xl'FTG FURNACE I IP4 F� 1 BELOW GRADE ' c° SPACE 1 + q '_2'1__ #4 REBAR @ ON DEMAND ' rl Cal ' I 1 d' '• TTT 1 ; 12--OC(TYP) HOT WATER WATER - ------------- (3)12X6 , 1•"r�1• -------- _ 1 I (3)2X6 ACQ FLUSH f LiN=7, UIr�3-2 2-6 61-011 4-11/-11/ a O ----- ------ ' 1 0 Cly 3'-0" 6'-9% 5 " 51-01 -11 I ¢ 12"dia CONC.PIER N w/2'X2'XV FTG V r ---- 3'BELOW GRADE w Q r–I _ (3)2X10 ACQ GIRDER- i__(3)_2X10 ACQ GIRDER_ I N 0 U 11 71_411 71-411 11 16'-011<( V A u 1).VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.FILL IN VOIDS Q AND OPENINGS AS REQUIRED AND NOTED ON PLAN.NEW AND FILLED WALLS TO BE EPDXIED INTO EXISTING WALLS WITH#4 BARS. REMOVE WALLS AS INDICATED ON EXISTING PLANS.NEW WALLS TO BE 8"THICK CONCRETE BLOCK,GROUTED.ADD 1 COURSE OF BLOCK PROPOSED FOUNDATION PLA N AROUND PERIMETER OF PROPOSED WORK.#4 BARS TO 24"LONG AT EVERY COURSE,GROUTED.EXTERIOR OF FOUNDATION TO BE SCALE: 1/4" = 1'-0" DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2).NEW FOUNDATION TO HAVE 1611X8"CONCRETE 04)KEYWAY IN FOOTING.FOOTINGS TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(TYPICAL). 3).NEW SLABS AT CRAWL SPACE LOCATIONS TO BE 2"THICK.ALL NEW VOIDS TO BE FILLED IN TO MATCH EXISTING SLAB.PROVIDE OPTION TO EPDXY COAT SLAB. 4).PROVIDE 2X6 ACQ SILL PLATE OVER NEW PERIMETER AND AT BEARING WALL LOCATIONS.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/1 1'-0"OF CORNERS, INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 13"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. 7).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. DRAWN BY: MH 11/17/2023 SCALE: SEE PLAN FNE SHEET NO: �C9 n r a+ m � � I; U! ��o .50 �� 00FN M C H Design Services www.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 6'-0'1 ADDITION 28'-811 41-3Y211 6'-8" 23'-1011 RE-BULT(RAISE FLOOR TO MATCH EXISTING, INCREASE WALL HEIGHT) ADDITION RE-BUILD EXISTING TO REMAIN 22'-1" 5'-10%" 11-11" 2'-4/211 31-411 31.411 8%11 EXISTING OUTDOOR SHOWER (VIF)MOVE AS REQ. B E O O N OUTDOOR --------- C '--'''--C SHOWER ----- -------- ---- I , i I 3046-2 TW3046 TEMPERED DOG DOOR I , .......... I 1 (2 U-1/4 ML HDR FOUNDATION WALL - - - '' 1111"'••• ••••••- --- o O� 1 - I I (2 12XJ."�HDR j (2)-2X10 HDR (2)14" L FLUSH� BUILT /w ° o � q ORCHSITTING 11% 16' 3" V N fV ,\ / O o f . z o AREA : I - N FWG60611L _ ° _ 0 00 61-0" 17'-1" -- ----- 1D w EX. BATH (D _1 o N = o o N v OHALF (2) 91/2 ML HDEXISTING KITCHENQ o ' , N -------- � , II 3 I I 17-1/4 ML TAPPER TO 4"� ;I _ BATH ___ 6-3/ 0 6'-7%" 12"OC ----- o , I U $ a %i I 1O ` k2l ---- UTILITY RO I --- F—I / - - - IIII A(Q// I [aa0rnf $ m lilt �I lilt ' ooo ul 1 � 2'-4" 6r- o' Lo NHSS 5X5X1/8 ' (2)2X10 HDR HDR ~ o X TUBE STEEL , " ' - " -' Lu I - _ _ _ _ _ _ _ _ _ COLUMN o '"\? 0 4-911 3'-0/211 o � — — — — — — — — — — — — — — — — IIII ' - 3 ry) 3 t'-I •' O _, O 0 N U \ ALT.6X6 ACQ 1111 m \ t 0 Ln WITH 2' FAMILY ROOM g LD IV N z SUPPORT AT IIII ' m BUILD UP FLOOR —" `^ O GIRDER 1111 Z "' SISTER ~ ~ 4'-3° 3'-6° PORCH OPTIONAL SUPPORT: nl — v /REPLACE WALL HEIGHT TO - o rlLn H 1111 xo 3 8'HIGH TO MATCH MAIN HOUSE 10 w ^ REMOVE COLUMN NEAT BUMPOUT •- I o IIII m , '''- 2 14"ML ENTR W REPLACE WINDOW HEADER WITH 0 2'-6" r J IIII LL' LL I , - \ I J17'-11Y2" — ' — BUILD UP FL OR (2)11-1/4 ML 11 _ I r REPLACE GIRDER WITH 5-1/4X11-1/4 L lilt ' ' " 3-4 0 31-011 2 0/ --------- I I III N , 17-11/ I 110 1 , 11 WOLMANIZED PARALLAM ry ul r , 5/4 DECKING ' _ a O a I EX. DINING ROOM EX. BEDROOM LLj HSS5X5X1/1 lilt 7 '4MLT PPERT04" _ _ ' ---- --------- o c ISI LL 'n --------- ' 1�1 c� U � ^? 8 �� 12 OC 3 _1 '� � � -------- � (2)2X10 HD TUBE STEEL , - --- - 3'-0" O co COLUMN ;;; ; WET BA ; ,'" ; '�, ALT.6X6 ACQ 1111 ' O SUPPORT AT ;;;; 1 ,' I �� --1 r , ` `I GIRDER (2)2X10 HDR 2 2X10 HD I ,'� ' 3'-5"w STAIR` �V/ (2)2X10 HDR ( ) (2)2X10 HDR . 17r 9t @ 7.2188 - �� U I O14" L FLUSH 31-011 TW3046 PROPOSED TW3046 AW25 PREFAB I I U I I FIREPLACE i ; P I I I ' I 5'-0" ; PROPOSED PORCH Q x 1 I (3)2X12 (BOX IN) `I --- ----------- -------------- ------------------ !J�� __♦ 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 10X10 COLUMN ------ _______ _ _ RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER w/6X6 ACQ POST MANUFACTURE'S INSTRUCTIONS. 2).NEW FINISHED FLOOR TO MATCH EXISTING.ADJUST AND VERIFY IN FIELD 161-0" 3).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. 81-1Y2.11 -i�„ 4- 1 PROVIDE OPTION WITH 2X6 STUDS. 4).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 2'-3%" 141-011 6'-9" 11-9 ADDITION RE-BUILD 2'-4/<" 2'-4%" 5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED ol WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY, 2"min. 34'-9Y2" HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 4-8Y11 23'-11%2" I NSTR U CTI DNS AN D SPECIFICATIONS PER MANUFACTURE.www.henry.com RE-BULT(RAISE FLOOR TO MATCH EXISTING, INCREASE WALL HEIGHT) EXISTING TO REMAIN SIDING PER OWNER WITH UNDERLAYMENT. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS A UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS, 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, PROPOSED 1ST. FLOOR PLAN FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. SCALE: 1/4" = 1'-0" 9).VERIFY ALL TEMPERED AND EGRESS OPENINGS PRIOR TO ODERING. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. DRAWN BY: MH BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE EAS. 11/17/2023 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. SCALE: SEE PLAN OF IF Y ° ER� °� SHEET NO: m t z U �� - c� NCO 7251D ARO S` NPS e M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A + - _39'-11" 39'-11" „ 2'-3%2" 10'-7" ; 7-7 11/16" 14'-4 9/16" 5'-0'/0" „ „ AFCW235 TW3046-2 /1 TW3046 ;, , TW3046 (TEMPERED) (EGRESS) / (2)2X8 HDR (2)2X8 HDRLINEN i ; �(2)7-1/4 ML HDR - -LL • oo , o o , O ir, o PROPOSED - `f' 6'-1" 3'-10'/z" `^ -BEDROOM No. 3 0 3 0 _ = I I PROPOSED BATH 4?" o L w ti .-i , " i n - i n O ti ry Q O a3- ^ r, 14-7 2-0 9-11% Q N W N t 00 CC , m PROPOSED ' 2'-3/" N I_ IB W B O LL BEDROOM No. 4 - 51-111 41-711 11'-9" BL 2X8 COLLAR TIES @48"OC �- O - _ O 10'AFF �' CLE O Z ' x_---'-- BUILD WALL TO ROOF ' ATCH X m PROPSOED 2'-6" 2'-6" LBWW m DIR ENT - (2)2X6 HDI (2)2X6 HDR - �+ BALCONY �J N - w BUILT IN GJfP o - RO ED .� OVER SITTING AREA N IX m PROPOSED HALL qT o LL AND PORCH BELOW N ,n 1n ^ N (14 W Z 4'-5" 5'-9.. 31-511 21-611 , r 7 N "--------- •--�1MLVPIG--- F � V z13'-7" 12'-s%° --- Z -7'-5" ---------- 4'-11'/2" 11.4 ---- ---- --------- ��II O Ln � x 0 LO V) Q _ --------- --------- O X a U - ° 'PROPOSED --------- (D(D P4 CAI - a _ N BO BEDROOM No. 2 _ --------- --------- PROPOSED O SITTING ROOM - U BL 2X8 COLLAR TIES @48"OC °x° i .' r �. O 10'AFF N oo r .� ' �. ; :n in U N (2)2X8 HDR (2) ' ` (2)2X8 HDR (2)7-1/4 ML HDR ° .� (2)7-1/N ML HDR �. —Eli -1 - Imazn=F 444117--_ TW3046 TW3046 (EGRESS) (TEMPERED)�=_j TW3046-2 TW3046-2 9'-7" 7'-4%" I 11'-4%" 9'-3%" 6'-6" 39'-11" PROPOSED NEW 2ND. FLOOR(EXISTING ROOF TO BE REMOVED) A PROPOSED 2ND FLOOR 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH SCALE: 1/4" = 1'-0" RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. 2).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. PROVIDE OPTION WITH 2X6 STUDS. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 4).EXTERIOR UNDERLAYMENTTO BE HENRY BLUESKIN VP100 SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE,www.henry.com SIDING PER OWNER WITH UNDERLAYMENT. S).PROVIDE 2-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, /p� FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. DRAWN BY: MH 7).VERIFY ALLTEMPERED AND EGRESS OPENINGS PRIOR TO ODERING. 8).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 11/17/2023 BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. SCALE: SEE PLAN 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. O NE W Y 12).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. �P �cJ J ECRO,Q� SHEET N O. r i7o D! W A 7 A� S1oNp�, a• I M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 12"OH(TYP) i I I I EXISTING V p - 1 w w w Q I z l 12 11F/.A w i ' r of of of 0 8� ATF Q w 12 { .--1 � w z BALCONY 2X8 RIDGE � 1-3/4X11-7/8 ML RIDGE BELOW c� (moi H x �I �I o JI 12 co co J 0 87 y10' EXISTING N V V 12"OH(TYP) P D -1 12 Y 4 r K w 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. A 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS PROPOSED ROOF PLAN (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. SCALE: 1/4" = V-0" 4).APPLY 1/2"THICK FIR COX SHEATHING OVER ROOF FRAME. 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. 6).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS //�� WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. DRAWN BY: MH 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT �/��/�0�� UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTYTARP UNTIL ALL ROOFING IS COMPLETE. 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. SCALE: SEE PLAN USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. 0 NEW SHEET N O. � 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. �S n m w N�OA 0 ,2 Rp � NPS VI 3 O •■ iv 10, \ 11/4 11/4 11/4 11/2 ;V]11/4 4X11- 8• ML RIDGEM (� H LAV. W.C. LBAH SHO ER ER 12 2X6 CT 48"OC _ 8 Design Services 2 10 2 rl�R C 0. I 2 1 1/4 3 1 1/4 L I -0. �Q 3 3 �C www.mchdesignservices.com B phone: (631)298-2250 2X8 CJ @16"OC 2° 2" email: M n 11/4 11/4 112 11/a 11/4 11/2 11/4 lin michael@mchdesignservices.com 0 0 0 0 0 2" • - �2^ SINK LAV. • SINK r LAV. W.C. W.C. *WC. 3"l MWV D.W. F.A.I. O 0 • •• • • 11/2 11/4 3 ® ® El 2 3 FASTENER TYPE: SPACING: C.O. I O C.O. I 3 1 1/4 OO 3 I C.O. No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH 4 No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC 0 0 4 12 21n.EMBEDMENT LENGTH SLOPE"1/4"PER f00T PITCH TO DRAIN 1141n. Ila.LAG CREW TOAPROVED 4 OC 3/4"SUBFLOOR BASED ANCHOR WITH I6"OC Z6 tin.EMBEDMENT LENGTH 0 O ® • •• • • TRAP HOUSE i -?Xa RR14"TJ1560 FJ @ 16"OC SEPTIC SYSTEM 4'C.I.3/4'APA PLYWOODSHEATHING PLUMBING SCHEMATIC 2X6 CJ 16 oC1/2"APA RATED SHEATHING (3)2X12 SOLID SOLID SOLID GRADE PLYWOOD • • GIRDER BLOCKING BLOCKING(ALTERNATIVNE:7/16"O.S.B.)In"APA RATED SHEATHINGSCALE: NOT TO SCALE (2)14"ML BLOCKING (2)14"ML IT-:: GRADE PLYWOOD -- (ALTERNATIVIVE:7/16'O.S.B.) 0 II 2X4 DF#2 6X6 ACQ POSTS NG: I I • FASTENER TYPE: SPACI No.B WOOD-SCREW STUDS TO GIRDER I o BASED ANCHOR WITH 10"OC 0 WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 EMBEDMENT WOOD-SCENG • •• • • I 110X10 COLUMN Q1 I I (ALT.BOX IN) PANEL SPAN EQUAL OR SMALLER 21�n.EMBEDMEENTED ANCHORWLLENGTH ITH12 THAN 4 FEET 1/41n.ma.LAGSCREw BASED ANCHOR WITH 16"OC 0 21n,EMBEDMENT LENGTH I TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 OF#25TUD5 CONNECTED "SUBFL O BUILDUP EW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.E ANCHOR WITH - - - Q OR GALWNIZED BOLTS W/WASHERS BASED ANCHOR WITH B"OC 5 4 DECKING F MASONRY PORCH THAN 6 FEET AND NUTS 0 2'-0"O.C. 21n.EMBEDMENT LENGTH 2X6 ACQ @ 16"OC 2X6 ACQ @16"OC No.10TYPICAL MULTIPLE OPENINGS BASED WOOD-SANCHOR WITH ACQ PLATE BASED ANCHOR WITH 9"OC I3)2X10 ACQ O 2In.EMBEDMENT LENGTH GIRDER EXISTING(VIF) PANEL SPAN GREATER THAN 6 FEET 4 ADD 1 COURSE AND EQUAL OR SMALLER 1/41n.d1a.LAGSCREW n CMU OVER EXISTING REMOVE EXISTING SLAB AT ENTRY 2X6 ACQ SILL PLATE Q BASED ANCHOR WITH 16"OC MIN.24"#4 BAR EXCAVATE TO FOOTING AND POUR VER TERMITE SHIEL THAN8FEET 2In.EMBEDMENTLENGTH 0 12"dIa.CONC. IER BLOCK,GROUTED 2"SLAB AND SILL SEAL 8"CMU WALL WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL PIER EX(VIF) EXISTING DAMPPROOF i (VIF) M AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 24"X24"X12" MIN.3'BELOW 16"X8"CONC.FTG MIN.3'BELOW Z AIJD MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO CONC.FTG. GRADE(VIF) (2)#4 REBAR GRADE(VIF) COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. CROSS SECTION A ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT I5 TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. /� kA6 10 SCALE: 1/4" = 1'-0" w � Generated by REScheck-Web Software W W Z (EXISTING 1ST FLOOR/PROPOSED 2 STORY) Compliance Certificate EXISTING FLOOR SYSTEM AND WALLS TO BE REMOVED w NEW FLOOR AND WALLS TO BE BUILT IN PLACE OVER 1 COURSE OF CMU BLOCK OVER EXISTING WALL w/2X6 ACQ PLATE OVER TERMITE SHIELD AND SILL SEAL Project McCormack 1-3/4X11-7/8 ML RIDGE u O Energy Code: 2018 IECC Location: Cutchogue, New York V Construction Type: Single-family O Project Type: Addition O F. I--� Climate Zone: 4 (5572 HDD) F V Permit Date: 2X10 RR @16"OC N BL 2 8 LL T E Permit Number: U L 2X 0 FTE r ' Construction Site: Owner/Agent: Designer/Contractor: �•/ 2X8 CJ @16"oc • I GAS FIREPLACE TO _. Compliance: 0.9%Better Than Code Maximum UA: 331 Your UA: 328 Maximum SHGC: 0.40_ Your SHGC: 0.30 CONNECT TO OUTSIDE The a/Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules, WITH DIRECT VENT It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. (CRICKET) Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path In REScheck. Each slab-on-grade 2X8 RIDGE assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 3'h RAILING 2X6 RR@16"OC Envelope Assemblies 2X ACQ SLEEPERS OVER EPDM,FLASHED 3/4"SUBFLOOR I, I1 ..,d.........-..�-. ,._.__...,..,...,. B/a"T&G Ex.sr+TG s DECKINGPRT Flat Ceiling: Flat Ceiling or Scissor Truss 565 30.0 0.0 0.035 0.026 20 15 7-1/412EIRCPERTOa" lr'oc Sitting Room Ceiling: Flat Ceiling or Scissor Truss 55 20.0 0.0 0.048 0.026 3 1 GUTTER TO DOWNSPOUTS (3)2X12 CIRDE 14"TJ 1560 WOOD- FJ @16"OC 12"OC FJ 14"TJ 1560 WOOD-1 FJ @16"OC (2)14"ML _ TO CONNECT TODRYWELL BUILD UP OR Cathedral Ceilinga: Cathedral Ceiling 353 30.0 0.0 0.034 0.026 12 9 RE-FRAME(VIF) 1st floor:Wood Frame, 16"o.c. 1,092 20.0 0.0 0.059 0.060 51 52 I I I I 1 1 Dog Door: Solid Door(under 50%glazing) 4 0.600 0.320 2 1 I 1 FWG doors: Glass Door(over 50%glazing) 82 0.300 0.320 25 26 EXISTING WALL SHGC: 0.28 FWGS door: Glass Door(over 50%glazing) SHGC: 0.22 22 0.310 0.320 7 7 r IL I DH windows:Wood Frame HSS 5XSx1/4 ; ; 120 0.300 0.320 36 38 TUBE STEEL 1 1 SHGC: 0.31 COLUMN AWN windows:Wood frame 5 0.290 0.320 1 2 SHGC: 0.31 1 I 2nd floor: Wood Frame, 16" o.c. 1,020 20.0 0.0 0.059 0.060 44 45 I I 3/4"SUBFLOOR FWG doors: Glass Door(over 50%glazing) 82 1 4 VS SHGC: 0.28 0.300 0.320 25 26 2X6 ACQ @16"O1 I 1 (3)2X10AC4 (3)1-3/4X9-1/4 ML GIRDER 2X10 FJ @16"OC EXISTING FJ DH windows: Wood Frame 150 0.300 0.320 45 48 GIRDER SHGC: 0.31 ' ADD ICOURSE REMOVE EXISTING SLAB AT ENTRY AWN windows:Wood Frame •��b 4 •• CMU OVER EXISTING EXCAVATE TO FOOTING AND POUR 4 0.290 0.320 1 1 12"dia• 2"SLAB SHGC: 0.31 � CONC. MIN.24"#4 BAR EXISTING GIRDER ANDDRAWN BY: MH 16X16 v.•9•. 9•• PIER PER BLOCK,GROUTED EXISTING EXISTING Arch windows:Wood Frame CONC. d ► POSTS TO BE REMOVED c» PIER q STEEL REPLACE AS INDICATED SHGC: 0.33 39 0.280 0.320 11 12 ~?g• r�p,.;I LALLY ON FOUNDATION PLANEn i i �/20�� COLUMNS Project Title: McCormack Report date: 11/15/23 11/i 1 2'X2'X1' CONC.FTG EXISTING Data filename: Page 1 of 2 EXISTING SCALE: SEE PLAN EX.SLAB . .. . . .. . . .. v �.. a v• a, a, '� CSE '2W p ISE •"�•ro ••%•ro .b.r = 2'X2'X1' s D w'�o SHEET NO: CONC.FTG w-.w _- W_ - _ -._ ._ .... ......-.._.., _ � .._------ _ � _ _. .�-.._ ._. ■ 1st floor:All Wood joist/Truss 973 21.0 0.0 0.044 0.047 43 46 p s A 0P t"a c ti �A 2nd floor:All-Wood Joist/Truss 46 30.0 0.0 0.033 0.047 2 2 c� W rn LU C ROSS S E CT I 0 N B Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other B calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in FQ 0 REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 6 10 SCALE: 1/4" = V-0" 'Qpm Name-Title Signature Date WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S :RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H Design Services KING STUDS ° ENDWALL RAFTER WALL STUD www.mchdesignservices.com • CRIPPLE STUD BOTTOM PLATE phone: 298-2250 A0 ° RIDGE LEDGER BATHTUB HEADER email: DOUBLE JOIST michael@mchdesignservices.com SIDEWALL RAFTER o R JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS°i HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD so THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN I I VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST V AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ' FLASHING TO FORM CHANNEL ...r INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE W ISI 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND U INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS a. TYDOWN ANCHOR / g 8" — 12" RAFTER RT20 21-1 8" x 20 CONNECT TO SOFFITED EAVE DETAIL 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS EACH RAFTER ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL 9P op 9P op / ROOFING LAPS BASE �� w0 FLASHING 4 INCHES �� RAFTER �- BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING _J SIDES 4 INCHES AND LAPS NAILED TO SHEATHING cu w u SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST w TOP PLATE U !rte GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC SIDE WALL FLASHING WOOD JOIST I--I AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD %AND RAKES -- PROVIDE HEMMED EDGES SO Vol FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS C/� U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION Z 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO 0 INSTALL 4'O" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS v 8' — 16" MSTA48 1-1 4"x48" 16 a. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS / g PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF r ' ON ALL OPENINGS PLATE/WALL TO EACH STUD V 1u.ra� DBL. SILL PLATE O TERMITE SHIELD SILL GASKET - , r SUB FLOOR WOOD JOISTS r NE _ TYP. CONC. FOUNDATION ( � ` 6MIL. POLY GASKET '. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR GRANULAR FILL ° V� I BOLTED TO STEEL BEAM WITH EMIL POLY CN EXTERIOR �' , ° s 1/2 " DIA. BOLTS ® 48" o.c. STAG. V STEEL COLUMN cp `r ^ � ' ` CONC. SLAB ROOF JACK I I1�\� `�.�, STEEL BEAM c° e n p ANCHOR BOLT EMBEDMENT. .` a V COMPACT FILL � :D POURED COfJCRETE: 7" � TOP AND BOTTOM PLATE 4" x 1/4' x 8" STEEL r B LOC K WALL: 15" ROOFING LAPS �` KEYWAY FOOTING v V /� • ° 4 ° p FLASHING AT �` WITH 1/2" x 6" ANCHOR BOLT CONC. FTG. USE WITH 3x3 SQUARE WASHERS p �'p G c SIDES AND TOP 1/2" GROUT I 4 ANCHOR BOLT CONNECTION L 1 0 � I•,, (USP LBPS53 OR BP583) �. I I 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I r DRAIN TILE SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL I I SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILLDOOR ' I I USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB P.T. PLATE W/ 6X6 WMM I I SLOPE 4"DRIVEWAY ' 1/2" AIR S ACE < ► <� ° ° V a —®. NOTCH WITH A HOIST AND ADDJUFT HEIGHT AT END AND ,& 7 1 �" , < °< ° ( ) DRAWN BY: MH 3 p , e' , , TO BE APROX. 1/2" OR HIGHER THAN Not- ��yc:p ES OF WOOD D,p C p. o ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE � --�------ - -<<-----' ° , ° BEAMS - ° ° < o ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. — a —, ' ° , I ° a _ 11/17/2023 — T — — — 12" p p D ° Q ° Q ° Q �e ! — �I p p Q p' eD ''p II=W�II1=1I II1= —SUB FLOOR MIN. r .e r. ° ^ �'a �'� ^'r ° _`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM WE •� 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM �1=I G ° ° �e 111 . P iREINFORCING BAR ° -III ° 0 ,°'� OIST SCALE: SEE PLAN DRAIN TILE - I! !I o• - 1—I 4 4 12" '° o° SHEET METAL / 30# FELT UNDER BEAM AT POINT n ° ' c° 1Im STEEL BEAM ' OF CONTACT WITH CONCRETE OR CONC. BLOCK _frl=rrr_rn=iTT=iTf-iTL — o• c 3" PLATE (BOLTED TO BEAM) SHEET N O. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. 'A ° SHIMS TO LEVEL BEAM F NFl..- REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �1�� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT ~ BEAM POCKET n Lu 25 2 �� 'Qpm OHP` CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD OD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS WIND LOAD PATH CONNECTION AND CONSTRUCTION D DRAWINGS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 20 PSF 130 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE M - A A USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. C H_ SOIL COMPACTION: Design services 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL hd CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. WWvv.mcesi gn seryices.com 4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 phone: CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE (631)298-2250 RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER email: RIDGE HEADER michael@mchdesignservices.com DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z_ All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 0 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION I APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBER DESCRIPTION IAPPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored 1 11 to girder(s). RAFTER (D 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. /1 TOP PLATE 1 TOP PLATE zBALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types O or provided equivalent graspability. [�] HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ^� ^ ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT 15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater 4"•6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN CONNECT ER RAFTER TO PLATE POST-TO-DECK CONNECTION than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8" 12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR I P4 EACH RAFTER2).Type II. Handrails with a perimeter greater than 6-1/4 Q �,,,,I inches shall provide graspable finger recess area on both w G sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest V J rQ,t 4"MAX. portion of the profile and achieve a depth of at least 5/16 W 4" DIA. MAXIMUMinch within 7/8 inch below the widest portion of the P4 GIRDER/HEADER profile.The required depth shall continue for at least 3/8 P z inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile. The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a w ° maximum of 2-3/4 inches. Edges shall have a minimum r , JOIST POST/COLUMN o ° ° radius of 0.01 inches. `O ° POST/COLUMN I—� Q M' NAILING SCHEDULE GIRDER/HEADER z ROOF SHEATHIN • JOINT DESCRIPTION NQS SPACING NAIL NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 STRUCTURAL PANEL gd O U LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC O C'V U DECK/PORZH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN V ROOF FRAMING: LOCATION JUSPNUMBER1 DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL Q TOP PLATE 10'WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL Q TO TOP PLATE 10'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER FACE o �i4 STU PARALLEL RAFTER P ER WFCM TABLE 7 H SBC EACH NAIL BEARING PLATE �:...� GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL o lie,:::; :'• ` • COLLAR TIE AS PER TABLE 3.4 EACH FACE Q TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST BLOCKING EACH TOE :.; ;" :;;' > "' ••'• TO RAFTER 2 8d COMMON END NAIL • RIM BOARD EACH END F ) •• • TO RAFTER 2-16d COMMON LEDGER GIRDER/HEADER END NAIL I I CONCRETE PIER ' o I t';5.;, •" WOOD JOIST WOOD JOIST WALL FRAMING' NA�•~ e• JOINT DESCRIPTION IL NAIL NOTES .: _iT;• TY. SPACING FLUSH JOISTS WITH HEADER/GIRDER T'::; DOUBLE 2x TOP PLATE TO ` 2 -16d COMMO PER FACE NAIL (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION THE PROPER STEEL CONNECTOR. I TOP PLATES AT 4-16d COMMO JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. EOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4 HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I STUD TO 24" FACE REQUIRED ;{:=I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2 -16d COMMON i (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE STUD O.C. NAIL FOR STU ,...•t; HEADER TO 16d COMMON 16"O.C. FACE ••-•�'�: HEADER ALONG EDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: CE OF SIDING BELOW ----: THREADED ROD PER • ; : � FLOOR JOIST, BAND JOIST, 2 -16d COMMO FACE NAIL PIE � END JOIST OR BLOCKING FOOT 1/2 DIA. LAG BOLTS W/WASHERS `......•• CNW COUPLER NUT :.;; CONNECTED TO BLDG. 16"OC STRINGER •-� �.- @ I.. MINIMUM POST DECK FRAMING: DRAWN BY: MH 2 THRU- "J _i✓- END DISTANCE NAIL NAIL J_ (BOLTS �;"'••••••..,, JOINT DESCRIPTION QTY. SPACING NOTES PB44 POST a ' •'�'*<. •`` .,,•..• p JOIST TO: PER TOE 11/17/2023 ANCHOR 8"dia. - ' ' FLOOR FRAMING o ��. MINIMUM y sD• A SILL,TOP PLATE OR GIRDER 4-8d COMMONJOIST NAIL PIER 16"TREAD o' '�� s--• •• 2x JOISTS °•° ;; c, ' o c END W5T,4NCE BRIDGING EACH TOE •e:` \, •o �-,r_1.� 12"x12"x12" "� �' TO JOIST 2 -8d COMMONEND NAIL SCALE: SEE PLAN GRADE >a CONC.SLkB •�v4 •0 1• tt.'y ' CONCRETE FOOTING � 3 1, 1 1, $•••ter BLOCKING EACH TOE (AS REQ.) •'�:) c c A 2-8d COMMON BLOCKING FOR JOIST HANGER TO JOIST END NAIL o�' 8"dia. s , '� DECK PIER LAG BOLTS p p l CONC. .•' PER PLAN BLOCKING TO: 3 -16d COMMO EACH TOE SE 0 NF SHEET N O. C 3'-O ° PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL �p �'� RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE 5 J D DECK POST FTG. CONNECTION 3 -16d COMMO ° °°• °-4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL <'•' N •° ~• LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE - 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMONCr JOIST NAIL Y cu DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END m0 TO JOIST 3 16d COMMO JOIST NAIL ��2 ?O BAND JOIST TO: PER OSSIO SILL OR TOP PLATE 2 16d COMMO FOOT TOE NAIL GE11 ERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: I ' 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL e: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-n. SPACING NOTES H M CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) n TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) Design Services 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3488 COMMON EACH (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES www.mchdesignservices.com State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 phone: UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLSALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 (631)298-2250 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIORLIGHT FRAME STEEL WALLS 14 NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND EXTERIOR ( ) email: 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 michael@mchdesignservices.com meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 _ 8d COMMON END TOE CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 2FIRE ESCAPES 400o SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) 0600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTy. SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) p p p p g pTOP PLATE 2 - 168 COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 168 COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 r ^ , FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: v FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT O 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathingand connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE - W 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonrywalls occurin in exterior or unheated interior areas. 4 - 8d COMMON g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: �J Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES W 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on rade to be 3000 2 - 8d COMMON A " , g p.s.i.. Concrete to be TO JOIST END NAIL 4 PERIMETER EDGE ZONE 8d COMMON @ 6 O. 8d COMMON @ 6 O.C. SEE NOTES: 1,3 Fri 1'�'-I poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B BLOCKING TO: EACH TOE „ ( BOTH FIELDS) H Iwo O to be minimum 3-1/:? inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. r 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL i NOTE: 2 FOR PANEL FIELD (� along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 W 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 168 COMMON JOIST NAIL 0-i P4 �j (U8x16 cast iron found:tion vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. < E-11 � w N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END ( I--� the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL `•/ 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, �1JI; a r BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. "`��„��J 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONa O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 I-� into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING:EATH I N G 2). Tabulated 12 inch o.c. nailspacingassumes sheathingattached to rafter/truss framingmembers with G>0.49. t ^ FRAMING NOTES For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. v , (� 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL Edition Wood FramingConstruction Manual. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY SPACING Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For [� below rade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. g p g STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: D N Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. Q .�.� CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES V 3). Floors, walls, ceillings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. �• JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6"where needed. O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) son-"Q 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM Sd COOLERS 7 O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10"O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON 'WFCM - SBC ) g q anchors where applicable to all connecting joists. PLUMBING NOTES be used. 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10" O.0 . FIELD 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) y p y g y p pP FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS E" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3). INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12" O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. N OTES NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces DRAWN BY: MH over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13 All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level.to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 11/17/2023 to have regular 1/2" !iheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to be reduced tol - 168 nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. SCALE: SEE PLAN 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. r O N k, if) F �O SHEET NO: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G �� Rr- -p be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 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