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Home My WebLink About51665-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 51665 Date: 02/20/2025 Permission is hereby granted to: Charles G Pardee 4891 Long Beach Rd SE 3#321 Southport, NC 28461 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD& Trustees approvals. Premises Located at: 6760 Great Peconic Bay Blvd, Laurel, NY 11948 SCTM# 126.-11-3.1 Pursuant to application dated 11/06/2024 and approved by the Building Inspector. To expire on 02/20/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $1,789.13 CO-RESIDENTIAL $100.00 Total $1,889.13 Building Inspector FBI� � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 litt)s://WWW.SOL]",holdtowiiiiv.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector., NOV _ �2, Applications and forms must be tilled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: Charles Pardee SCTIVI# 1000- 126-11-3.1 Project Address: 6760 Peconic Bay Blvd., Laurel, NY 11948 Phone#: 631-269-3037 Email: pardeecg@gmail.com Mailing Address: 6760 Peconic Bay Blvd., Laurel, NY 11948 CONTACT PERSON: Name: Lisa Poyer, Twin Forks Permits Mailing Address: 288 E. Montauk Highway, Hampton Bays, NY 11946 Phone#: 631-644-5998 Email: lisa@twinforkspermits.com DESIGN PROFESSIONAL INFORMATION: Name: MCH Design Services Mailing Address: PO Box 1256, Mattituck, NY 11952 Phone#: 631-298-2250 Email: michael.hand.design@gmail.com CONTRACTOR INFORMATION: Name: Same as the owner. Charles Pardee Mailing Address: 6760 Peconic Bay Blvd., Laurel, NY 11948 Phone#: 631-269-3037 ]EM ail: pardeecg@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ i�R51(7 • to Will the lot be re-graded? ❑Yes IX No Will excess fill be removed from premises? ®Yes END 1 J t PROPERTY INFORMATION Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes [XNO IF YES, PROVIDE A COPY. W Check Box After Reading: 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 building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): Char[EkS PardbQ ❑Authorized Agent ®Owner Signature of Applicant: Date: 23 a & zc STATE OF NEW*9AI( lJcw-AA,-CL►rtil�•� SS: COUNTY OF&MMi66 J Charles Pardee being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the owner of the subject property (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 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 day of im 204?-4 . 44t�Notary Public L. Mahe Gaiioway Notary PtbW14or kti Cw0lina PROPERTYAUTHORIZATIONBrunsw , E air y ornNi it items (Where the applicant is not the owner) October 11: I, Charles Pardee residing at 6760 Peconic Bay Blvd., Laurel, NY 11948 do hereby authorize Lisa Poyer,Twin Forks Permits to apply on my behalf t(ktheTown of Southold Building Department for approval as described herein. AP P. Owners St n re Date Print Owner's Name 2 �a J�l✓� a ✓ � 1 � r w ,' ' r �,ivw �� it ,�r�;a�a �r i a en �� X ��r u ;' n (V �r�✓� ��^ � n i � ry �� __.;�! �;,a , i km a a n BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK a ' PERMIT NO. 10662 DATE: OCTOBER 16 2024 ' ISSUED TO: CHARLES PARDEE ALL ME NICKE'N r PROPERTY ADDRESS: 6760 PECONIC DAY IIOIJLE" ARD LAUREL SCTM# 1000-126-11-3.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on Qclgber and in consideration of application fee in the sum of$1,250.00 paid by CharlS§114r a . en m and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing 1 '/a story dwelling; demolish existing second floor area and construct a 906.2sq.ft. second floor; reconstruction and additions to the existing , first floor and sunroom; new south landing; new landward covered porch; abandon existing septic system and install an I/A OWTS system; and to establish and ,!1 perpetually maintain a 15' wide non-turf buffer along the landward edge of the bulkhead; all as depicted on the site plan prepared by MCH Design Services, received h, on October 22, 2024, and stamped approved on October 29, 2024. „ IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. n f w� M, A ,_ i i � I N o„ �/ I ��( «fi x u"� � ✓ , ,?m r' rml��rs�l(i *� �ar"m�MP�d /g rm2, mil `"� r "'i7 rN (V�•'Y �4 ml � '1' � —- _ _ --- -. GF9 A sliA$ICI ilT@S4AT"A . . a ' a raYx�c ones .ate �:zFa �' STORM WATER MANAGEMENT DETAILS MUSLIM 4 a uj U o •� T� � .- -i 1 �W Q I�€ A e Y � 7 34 .3' W b R7 0, j PERSPERIVE VIEW ¢t \ Z i' W MINIMUM 2x2 Face Fore [W n" d5 Q l' �a FILTERCLarH L` \ R 1 � sm.�m EMBED FILTER CtQIN �- GREAT 'fit. '� c `:- --- a.=..__ _�.�.� uxKa 1 - MIN-6 INFO GROUND . - PECONIC NmE _ k j - . MAXIMUMDWAINAGEAWA BAY df. % 5 ' '- - t'. - _ [ . '- - - -. In ACRE 11001INEAR FEET 'L "f SECTION DETAIL ' SILT FENCE DETAILS €0^�D -�`� � PROPOSED SITE PLAN - ecaiE,I'.WW , DRAWN BY:MH 10212024 ' 1 SCALE:SEE PLAN SHEET NO: ka_ S-1 New York State Department of Environmental Conservation Division of Environmental hermits SUNY@Stony Brook; 50 Circle Road; Stony Brook NY 11790-3409 Telephone 631)444-0365 Facslrnile '931)444-0360 Alexander B.Grannis Commissioner LETTER OF NON- RISDICTION Richard and Marianna Kirikian August 16, 2007 67 Cove Road Oyster Bay NY 11771 NYSDEC # 1-4738-02195/00007 6760 Great Peconic Bay Boulevard Laurel NY SCTM# 1000-126-11-3.1 Dear Applicants: Based on the information your agent submitted and Department files for other properties in the area, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property that is landward cal the existing functional bulkhead greater than 100 feet an length and constructed prior to 8/20/77, as ve i Pied on the survey by Van Tu l and Son dated i in/67, is beyond the jurisdiction of Article 25 Tidat Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised,however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated b+ e, ithoazt� a�lt. lt.Wis tul responsibilgt ll�t9l't tlid, au necessauy precautions are takers to prevent any sedimentation oiM other alteration or disturbance to the ground surface or vegetation within Tidal.Wetlands jurisdiction which may result bona your project, Such precautions may include rnaint ng adequate wcaa°k aue�i beta een the tidal wetland jurisdictional bound ctlon area) or cal ecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. ", y yours, Very",� d� John A. Wieland Deputy Permit Administrator CC: Samuels & Steelman Architects Marine Habitat Protection file Generated by RI 'Scheck-IUW eb Software C�(J Compliance Certificate Project 6760 PECONIC BAY BLVD. Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition ,""m...° Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: m w m w Compliance: 0.0%Better Than Code Maximum UA: 339 Your UA: 339 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. r� .. .�.. ..,,.,�: � .��u, .,.,.:�, �.w ��. ..x �.x �^ ��b g.a ..�� U '..a�.. ��. �rya�w � � "}. . �.:w .. ti, a. � ... .. �•.d��M �Il��l,a �wau a a,�u u.��a.. a.0 a„ua��.,�.��,.,are u��a longer�.w»u u.�ua.�..�..�.� uir� ��a... .�,�:sir �r�.0 flew a irua.�u��.� :.a.bp��lrkllw.�u na.a.. �:a�I.JI~m uu~v PI.:..��.IWu�...�.11,.. Il...�.u�,l�u ,.all�,wlk.w a.�pn grade a s r�.:.w..flk ll7 u.o .he specified a " a,.l°u r oa 9: z oir uw .o kM, nns q V I m(a.:.u. rir ivu".n u .ri e.oPugy a..x rde � ro�� ba.^a r u F.. au.:ry a r�od dal l�tm re quorernuoVs . Envelope Assemblies Prop.Gross Area Assembly or Cavity cont. Req. Prop. 1ST. FLOOR: Flat Ceiling or Scissor Truss 631 21.0 0.0 0.047 0.026 30 16 21 FLOOR: Flat Ceiling or Scissor Truss 906 35.0 0.0 0.032 0.026 29 24 1ST. FLOOR: Wood Frame, 16" o.c. 968 20.0 0.0 0.059 0.060 44 45 Door: Solid Door(under 50%glazing) 42 0.280 0.320 12 13 SIDELIGHT: Wood Frame 27 0.310 0.320 8 9 SHGC: 0.22 DBL HUNG: Wood Frame 78 0.300 0.320 23 25 SHGC: 0.31 CSMT/AWN: Wood Frame 74 0.290 0.320 21 24 SHGC: 0.31 2ND FLOOR: Wood Frame, 16" D.C. 1,269 20.0 0.0 0.059 0.060 58 59 SLDG DOOR: Glass Door(over 50%glazing) 81 0.300 0.320 24 26 SHGC: 0.26 DBL HUNG: Wood Frame 36 0.300 0.320 11 12 SHGC: 0.31 Project Title: 6760 PECONIC BAY BLVD„ Report date: 08/22/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Req. Prop. Perimeter CSMT/AWN: Wood Frame 172 0.290 0.320 50 55 SHGC: 0.31 Floor:All-Wood Joist/Truss 662 21.0 0.0 0.044 0.047 29 31 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 Project Title: 6760 PECONIC BAY BLVD. 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S 1 mod lit/H31dvG d s14ki� SITE DATA SYS2 PROPERTY: 32,975.28 SF 0.76 ac BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac ESTIMATED AREA OF 10,000+/- 0.07 ac I " GROUND DISTURBANCE: S M C H 0 EXISTING: AREA LOT COVERAGE: Design Services HOUSE: 1,779.6 SF HALF 5ATPI SOUTH LANDING: 28.0 SF SOUTH PORCH: 17.2 SF www.mchdesignservices.com ------------------------------------- NORTH PORCH: 28.0 SF Phone: OUTDOOR SHOWER: 46.0 SF (631)298-2250 \` DETATCHED DECK: 288.8 SF email: WORK I BULKHEAD DECK 129.2 SF michael@mchdesignservices.com EXISTING OR IY` SHOP ACCESSORY BUILDING: 395.7 SF \ UNFINISHED (NO HEAT, INSULATION) DETATCHED GARAGE: 490.0 SF TOTAL: 3,202.5 SF 10.5% ---------------------------------------------------------------- TO DEMOLISH: AREA LOT COVERAGE: SOUTH SUNROOM: -263.3 SF SOUTH LANDING: -28.0 SF NORTH PORCH: -28.0 SF TOTAL: -319.3 SF -1.1 % PROPOSED: AREA LOT COVERAGE- RE-BUILD SOUTH SUNROOM: 355.2 SF N.W.ADDITION: 300.3 SF SOUTH LANDING: 28.0 SF NORTH PORCH: 415.2 SF TOTAL: 1,098.7 SF 3.6% ACCESSORY IBI 'CIFj_II DING FLOOR FLAN COMBINED TOTAL: 3,981SF 13.0% SCALE: 114" = 1'_O" I \ EXIST/MATED SOIL: EXCAVATE.• FILL: \ 3 42.9 3' 175 CY 50 CY(1 O METES AND BOUNDS: SURVEYOR: KEN WOYCHUK ` \ MARCH 29,2024 SILT FENCE I � �V) \ --- - — - --- - -- SILT FENCE ELEVATION \` N 2103912011 `/\/ —_ _ _ _ - Q ' REFRENCE: NAVD 1988 rS1LT FENCE n SCTM: 1000-126-11-3.1 \ ,' `� ` \ ni I DW I GW EXISTINOODWA w 90 \ i EXISTING CONVENTIONAL PROPOSED OUTSIDE SEPTIC SYSTEM SYSTEM O /� PROPOSED�IEW STAIRS TO BASEMENT PROPOSED NEW 2ND. FLOOR TO BE REMOVED AND Z w w EXISTING \ 2ND.FLbOR / \ (EXISTING TO BEDEMOILISHED) REPLAC ED WITH I/A SEPTIC J , "Oil O FLAG POLE , BALCONY TOP � � O PROPOSEDII STORY SOIL PROPOSED NEW COVERED PORCH dGF� EXISTING SUNROOM ADDITION \ / Q > DECK I - /7 / / / I TOP SOIL 1 a � ��tirte 1 j LOCATION Q� - r \ EXISTING ~J f�yc F90 OQ,PQONIBLUESTON DRIVEWAYE 66� (C PR Iw I/ \ ++ CONC. EQ�Pl��P MJ v I I O SE WASHOU \NGS� Pq P4 CP 03 Z �p1SS G EXIST. I STY E F\ ICON � , / f — -I GREAT CK p + � EXISTING STEP WALKWAY GARAGE YnZ'Ly O 4 64.6 RO pCS�ON SEl EXISTING PATIO EXIST.1 STY OJ A RY 0 , PECONIC 519, Op6o� �pEX�SR"O ON GRADE BUILDINNG 1 F�.. NC. ` -1 DW I p OP 2ND I ASHOUV EXISTING PATIO BAY 601 J `�—�' 1 W. IHT' C � \ _`1 �O O 6 � � ON GRADE 1 ,, 60 ��. F.A.I. EXISTING STEP � I s I WALKWAY SILT FENCE _ 318.5 7 's J V� O % `6� L S1LT FENCE 1 1� 010011 E S 20o C, 3 \ SLOPE" 114" PER FOOT „ TO APROVED PITCH TO DRAIN TRAP HOUSE EPTIC SYSTEM \ �\ PL1 M51NG SCHEMATIC SCALE: NOT TO SCALE \ \ \ \ \ \ DRAWN BY: MH of qFw 10/14/2024 r DEER 0 0 C9''� Oe � � ''�•��, * SCALE: SEE PLAN `� ~ry d PROPOSED SITE FLAN SCALE: 1" = 20'-0" Z Qp O• �S 3 NP SHEET NO: R�FESSI z - - - - ,- - - - - - - GFA CALCULATIONS SITE DATA LOCATION: AREA: PROPERTY: 32,975.28 SF 0.76 ac PROPERTY: 32,975.28 SF BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/- 0.07 ac J GROUND DISTURBANCE: - •• EXISTING 1ST.FLOOR: 1,779.6 SF EXISTING 2ND.FLOOR: 608.9 Sf , I n 5 TOTAL: 2,388.5 M L m �� y ec EXISTING: AREA LOT COVERAGE- 'Ire esi D n Services N ----- Ul�� Err 1ST.FLOOR DEMO: -269.2 SF HOUSE: 1,779.6 SF T 3 2ND.FLOOR DEMO: -608.9 SF SOUTH LANDING: 28.0 SF S TOTAL DEMO: -878.1 SF SOUTH PORCH: 17.2 SF ^y NORTH PORCH: 28.0 SF www.mchdesignservices.com EJ E 1ST.FLOOR ADDITION: 661.5 SF OUTDOOR SHOWER: 46.0 SF phone: NEW 2ND. FLOOR: 906.2 SF (631)298-2250 C a DETATCHED DECK: 288.8 SF TOTAL GFA: 3,687.0 SF I BULKHEAD DECK 129.2 SF email: michael@mchdesignserv ices.com ACCESSORY BUILDING: 395.7 SF @ g DETATCHED GARAGE: 490.0 SF PROPOSED TOTAL: 3,202.5 SF 10.5 STORM WATER MANAGEMENT DETAILS TO DEMOLISH: AREA LOT COVERAGE: - �- SOUTH SUNROOM: -263.3 SF 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -28.0 SF LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: / HOUSE ROOF 3,000 SF 501 CF (2) 8'dia.,6'deep 507 CF NORTH PORCH: -28.0 SF EmTOTAL: -319.3 SF -1.1 % OGEE GUTTER-STANDARD 5" PROPOSED: AREA LOT COVERAGE: 1 NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF ^y O N 1).EXECUTION: N.W.ADDITION: 300.3 SF aa A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. UILISOUTH LANDING: 28.0 SF 2). a a NORTH PORCH: 415.2 SF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.\ TOTAL: 1,098.7 SF 3.6 I ® ® C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. \ ' 3.INSTALLATION: Vol A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% V , EXISTING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. EXCAVATE.• FILL: B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT EXISTIMATED SO/,Y:\ »5 CY SO CY CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL V CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. MARCH 29,2024 B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. ELEVATION Oo REFRENCE: NAVD 1988 o c c C SCTM: 1000-12 6-11-3.1 MAX. C. to C. \ z O T GRADE < z \� W 1.4 LL ak 6 MIN. }�'� z \ 006 1:4 = 1.4 342,931 w 0 z Z �D PERSPECTIVE VIEW w O � Il _- - ---- - ---" � -- SILT FENCE � N 21039120 W \ - - - - - _ Q ` f-SILT FENCE ` \ t �O NO I DW I O EXISTING WOOD WA y i '� 2 % 36" MINIMUM 2 x 2 �j C 00 I �� FENCE POST � 1 � 110 EXISTING CONVENTIONAL � //////��\\\ PROPOSED OUTSIDE SEPTIC SYSTEM SYSTEM PROPOSED EW TO BE REMOVED AND Oi STAIRS TO BASEMENT PROPOSED NEW 2ND.FLOOR � \ EXISTING \ 2ND.FL OR / (EXISTING TO BE DEMOILISHED) REPLACED WITH t/A SEPTIC do %FLAGPOLE BALCONY TOP WOVEN WIRE FENCE �� F+%� �TGRFe�'F� \' EXISTING PROPOSEDII STORY ( COI j 'SUNROOM ADDITION PROPOSED NEW COVERED PORCH (6 x 6 - 10 / 10 WWF) O', c F'� \ `\DECK 'G LOCATION I -� jr/T TOP SOIL I FILTER CLOTH � �~ Z r j� EXISTING c pN> �I -,-1 / O o % AID - V I / BLUESTONE N c� QROP•P \ A8 DRIVEWAY 661 �� I \ USSHOU `Nr,stEP� 00 P�K� �/ S1�PF o I I N \ X�S< Z0 ti LL c , It EMBED FILTER CLOTH RgOF EX\5 ��O ` \, ( \ EXIST.1 STY �d,d,, n OIL -^\ CON , - \ EXISTING STEP WALKWAY GARAGE Z MIN. 6 INTO GROUND U N D GREAT P 0 �AV �o� z 64 6 �O P�p1SSO NO SEl EXISTING PATIO \ \ EXIST.1 STY v ROP• SS(. ON GRADE \\ _ ACCESSORY 411 PECONIC 51.9 OP OEX BUILDING ' 60.11 C� NC.L � -I` DW � P OP 2 I ASHOU7 EXISTING PATIO J -I NOTE: BAY , �0 �No , \ / zil ON GRADE MAXIMUM DRAINAGE AREA Js I EXISTING STEP 31 O �� 1/2 ACRE / 100 LINEAR FEET WALKWAY SILT FENCE_ _ o Oi L SILT FENCE _ _ _ S 200 , 010011E SECTION DETAIL SILT FENCE DETAILS \ \ F ='OPOSED SITE FLAN. \, SCALE: 1" = 20'-011 i �OF NEW DRAWN BY: MH Y DEf,4 0'A 10/14/2024 uj w \ d LL �\ SCALE: SEE PLAN a� �� '1'o• god �� OFESSI NP SHEET NO: M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com ■ v I 11 1 1 PTL4 z F-I I I < 9 1111111111 � w L1111111111 W U � Z . o Aar w � PROPOSED NORTH ELEVATION CI w SCALE: 1/4 = 1 -0 w � � z wz O AU P4 N CD a ❑ a F-I El LfiJill 11 1 DRAWN BY: MH EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" of NEW 10/14/2024 Y �P �. DEfR 0 � �- ° * SCALE: SEE PLAN w SHEET NO: R�Ff SS NPR M C H Design Services www.mchdesignservices.com phone: -- — — --- - - ----- (631)298-2250 — — email: michael@mchdesignservices.com -r - - -- - - - - - - - - - Vol Z a a as11 L-------------- w PROPOSED WEST ELEVATION ...� A SCALE: 1/4 - 1 0 H w Z z wz o Au P4 w z a C) 1%o ._... i---a E3 DRAWN BY: MH 10/14/2024 � OF SCALE: Y ��P� �, DEF�,�opt SCALE: SEE PLAN EXISTING WEST ELEVATION 0 SCALE: 1/4" = V-0" SHEET NO: AR�FESS1 NPR M C H Design Services www.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com v i O ' W U � PROPOSED SOUTH ELEVATION A ,� SCALE: 1/4 — 1 -0 pq Z W � �j Pq W z w � � wz o � A c, p4 w z a 0 o LL 0 � aa oao 0 0 ® o ® DRAWN BY: MH EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" 10/14/2024 1 � of New k SCALE: SEE PLAN DEER 0 cl� SHEET NO: d do �R�FESS1 NPR. 4 M C H Design Services w_ww.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 7L 0 i w w � Z� . o" w > PROPOSED EAST ELEVATION Z SCALE: 1/4" = V-0" w z wz O A � P w z � a C� C� J �L DRAWN BY: MH J- 10/14/2024 EXISTING EAST ELEVATION �OF "�w y SCALE: SEE PLAN SCALE: 1/4 = 1 -0 ��c� ). DEEq�0 m w SHEET NO: spa do -Doti ��aFESS1 NPR I �i O ---------------- 1 1 I I EXISTING """""--""- BATH No. 1 ' ''-----------' H I I --------------- 1 , I , I --------------- Design Services 1 , , L---- - 1 _ I y 1 y r-----------; i___:_ www.mchdesignservices.com ' phone: r----"------- ; EX.CRAWL SPACE I (631)298-2250 EXISTING ' ' ' O.D.SHOWER - -------- -- - B <�=-__::::: -____- -- _______;1:::::::.::::==___ _:___ __-==�; ��s�,•-------------------- { email: •------------- -- ------- ------ - h-----+�- ------- • '' i c desi nservices.com _ -- ❑; ---•--- ----------• -------:___- ----------- - --- •-• michael@m h ' I I ------------- y =ai=-o =—== _-- EXISTING -- I BEDROOM No. t - __11-_-.... •I .f� , r;e I I ;♦� ' 1 ;I .. __1 L 1 ❑ ' �I� I ❑- -_- I EXISTING EXISTING / !ND M. EXI ING �� r e _ EX.4.5X7PARALUM ---- -------- _ BATH N ' I -- ---; BEDROOM No. 3 III I ------------ I I III I I I I I '_�__ 3'41"BLK FOUNDATION •• - _.•._•__._._..__ _._-.._ EX.CRAWL SPACE / ~�'— J I I I __-_--__ �::_:Nj 1 I�p 1 EX,BASEMEN r r.:>t , PROPOSED �=a EX.CRAWL SPACE 7 - - -_ 0 BLK FOUNDATION -r TF== _-_--- N N N N 11 I a/n II/n / ALTERATIONS 1 11 NI uii I " ❑II III n�llEXISTING BILCO n ; 11II IIEX 4X6 EX 4X6 BUIHFAD 11 II II R q N 1 11 N V. " n/II n n/ IUPI I 11 ' ______---------__i_____E%___ ____3___ - II I ♦ _ _____-____ n /♦ XISTING I (_J 1 ICY N 11 R tl 1 11 t'Se CsY _ {u n tl �11 II II I 11 ' - 1 N II II / SUNROOM I EXI ING ;" ♦♦ II I I. I n tl -- - -•--------•• BEDROOM No. 2 a N I I I 1 yy ; x N DEMOLISH � y� ; , , N DEMOLISH I I I I II I 1 1 I I °' ' I n N '---• ' X 4X6 SILL EXISTING MASONRY ` PORCH •. 'I' I / II I I ' 4'♦ , I N EXISTING LIVING ROOM � / 1 ,I I PROPOSE DEMOLISH All DII I = " ; RI i i ----------- --- ---- ------------ ------ ----- RECONSTRU I I ___ ____ _ _ EX.CRAWL SPACE ----- I ' II ii -_---° EXISTING FOUNDATION PLAN 'EXISTINF MASONRY PORCH ; I EXISTING I' AND B1LC0 TO BE RREMOVED ' SCALE: 1/8" 11-0" ' PWOOD ORCH 1 •I�w_El EXISTING KITCHEN III ❑ ❑' w Lt.Nl U � 1 I 1 I • EFO I a V] P w II z I;I EXISTING 0 --------- --------------- --' 111 COVERED W PORCH imt O U 13__-------L _= 000 w z � v � w a EXISTING 1ST. FLOOR PLAN o SCALE: 3/16" = 11-0" a 0110 WALLS,CEING,AND ROOF TO BE DEMOLISHED EXISTING DORMER EXISTING DORMER IS TO REMOVE TO REMOVE I 1 1 I I 1 I 1 I 1 ; I 1 EXISTING ROOF LL I I TO REMOVE I 1 ' I I � I � ' I I � 1 ' I I EXISTING ROOF TO REMOVE EXISTING WALL EXISTING WALL EXISTING LOFT TO REMOVE TO REMOVE EXISTING TO REMAIN -- ---•------- --•I I•- ------------------- --- r- 1 - - -- - - ---------- --- ' 1 SISTER ADDITIONAL STRUCTURE TO EXISTING FLOOR JOISTS 1 EXISTING WALL EXISTING WALL ` I I I TO REMAIN ® TO REMAIN I I ® ® ❑ a ❑ ❑ I I � EXISTING WALL t TO REMAIN EXISTING WALL EXISTING TO r tB 2r425 ` TO REMAIN REMAIN EXISTING 2ND. FLOOR TO BE DEMOLISHED EXISTIN FLOOR JOISTS TO REMAIN ADDITIONAL STRUCTURE TO BE ADDED - EXISTING TO AS REQUIRED REMAIN EXISTING FLOOR TO REMAIN DRAWN BY: MH "'=III-III-1 III -III—III EXISTING WALL __ -III IIII,IIIIIII IIII�IIII� TO REMAIN ETO REMAIN LL IIIIIII�IIII IIIIIIIIII��III��ITil�l��IIIIIIIIII illll I�Illlullll I�Illlur„III,=III-III=III=III_III=1u=III=III= �II_III—III— III—III--III—II 10/14/2024 III-III-I I I. � III=III=_III—' ill- _ „ - _ =1u==u - ,;- - 11-III i;l III—ul Ili— I- I I - III=111ii= II__ I--III =III—I III=III—ill=III—III—IIII—III=III=III=III=III=III=III-=III=III=III=III=III=IIIIII=1il=III=III=III—III=III=III=III-III=III=III=III= _ _=III=1 ' F NEtti y II=III==III=III=III=III=1'1=III=III=III=III=III=III-III=III=III=III=III=III-III-III—III=III—III—III-III-III-III_III-III-111-III=III-III-111-III—III-1' O SCALE: SEE PLAN ON EXISTING CROSS SECTION �, :, �� = SHEET N O: SCALE: 1/411 = 11-0" EXISTING 2ND FLOOR PLAN Na ��2 �z=`- �' SCALE: 3/16" = 11-0t1 �°`�° 125 P�- M C H Design Services www.mchdesignservices.com phone: (631)298-2250 5'-8" email: michael@mchdesignservices.com 1 I � cr d eu D a o "I I � I I a I 1 p I �• � A I I I I I I I Q I 211-211 81-011 i I N-O I r I b 1 Cl LI-31, 91-911 51-211 71-^11 1, ol EXISTING I I °�, 7 7 `t OUTDOOR I w SHOWERII '° D `----------- r-T ---------- v- r----------- •--- - - D 2 8 xl 4"------------- 2'--8 xP-4 I 1 I Dd d G I } I ' Q , I' % . 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I x I11 8"CMU WALL w/ N I11 1 16"X8"FTG,(2)#4 N BAR 3'BELOW GRADE u o , :TIt IrN O IN CONC PIER N ; OI ' I D ON 2'X2'Xl'FTG I n l I I I I I T BELOW GRADE 11, (TYPICAL) j I N I 1 •---Ill_J_ I 'r- I 111 I I x _1 1 e Q I 111 ° I 111 r I I I I --------V--------- -----------------! ----------------- ADDITION 111 '— 111 � V l J I I I o� I _1 4 B 12"dia CONC PIER _ 111 I I� � I III ( O ON 2'X2'XI'FTG ' I �� 'V' I I 00 11 DBL 2X8 FJ (w16 OC N 11' I 3'BELOW GRADE I (TYPICAL) - ----------- ------------------- --- -----------------------I- ' N "---'1'-�-• II 1 I 111r ' I 1 W C ' I +III I 1 f°1 1 IIII I 1 WIII I I I _________________ _____________ _� ' �D ' ` W III 1 1'1' _ `-I�In---� � _________________ 3 M I ' `�-ITI-�-� NLu I� �" I v, I C• III I _ M 1 13 u l III u PROPOSED `' I NO dln 2X6�Q Q --------------------- �- I nl L(1 M IQ"' EX. CRAWL SPACE COVERED a I I� I @16"OG N IIILn T, Ix 11, _tI N 1Il1II 11I PROPOSED CRAWL SPACE x 3'-0"BLK FOUNDATION x NI11 PORCH ^2"SLAB 1nN-IITIII- EX. BASEMENT 1II Z . Lr, Q V a ♦- ---' 1 I W i �� ; I I I I " --- ------------------- --- ------------------- --- 2X6AC 16"OC nl c I 1 41-011 ------ - --- 3-9-1/2 ML GIRDER ' � ' ;;; I 1 1 ---------- ------- - -- - ---------- �- ' a -------------- I I I O - "-------------------^ - I 1 1 V e p `4 P " - o ` •J p D i I I11 I ' O I 1 I d. I I I �✓ N _____________ #4 BAR @12"OC I I N 9'-311 oc IIII � �� _ I111 111 X (y nu �Vy nl I m LLi v IIII M 111 I I� co IIII M Q I X II11 W I11 ___________________________________ N I111 X #4 BAR @12"OC ,�,___, N "'_ I , rn IIII , 1 N III I I I 8X15 VENT------------ ___ 12"dia CONC PIER ' I'll ' I =I Q ON 2'X2'X1'FTG 1 G 1 (] 3 BELOWGRADE ; Inl r T- — — — — — — —1 — J ' r ` IIII _1nr�_ IIII IIII W� IIII I 7'-7" IIII IIII ,f— �_ IIII DBL 2X6 ACO(@16"OC v till I a - �• u 11' I O \ 0 1.NEW FOUNDATION TO BE 10"THICK,9'HIGH ON 24"X12"FOOTING. < ;;;; I LEDGER BOARD TO BE FASTEN DED co x 11' TO BUILDING WITH SELF- 2.NEW WALL TO HAVE REBAR AT TOP FOR J-BOLT ANCHORS.FOOTINGS EXISTING CRAWLSPACE N I COUNTERSINKING SCREWS TO HAVE(3)#4 REBAR. `"' "" I (2 SCREWS @ 32"O.C.) nn 11' I 3.EXTERIOR OF NEW FOUNDATION TO BE DAMPPROOFED(TYPICAL). un un I r — — — — — - 4.USE#4 BARS @12"OC,EPDXIED,FOR ALL NEW FOUNDATION WALLS 'I TYING INTO EXISTING WALLS. � — II11 I 1 I I — — — — — — — — — — — -'r 5.UNDERPIN OR DUTCH WALL INTERSECTING WALL AREAS AS NECESSARY. EXISTING .--- - I PORCH 9'-0" 611 6.SLAB TO BE 4"THICK,2"AT CRAWL SPACE. I I 91-811 - - - - - PROJECT NORTH ( A DRAWN BY: MH PROPOSED FOUNDATION PLAN 10/14/2024 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN � F OF qFw Y �P �. DEEo C-) ��c• �, `rO -f +�� SHEET N O: ,7 i w Q o' ARaFESS N�� 00 0o M C H ® ® J Desi n Services ' O PROPOSED O.D.STAIR EXISTING TO BASEMENT BATH No. 1 www.mchdesignservices.com phone: A (631)298-2250 email: michael@mchdesignservices.com 21'-2" 81-011 6'-311 91-911 51-211 01 71-411 11 REPLACE HEADER 7 7 w/2-9-1/2 ML EXISTING O.D. SHOWER CX24 EXISTING CW2'4 EGRESS A21 (EGRESS) - - (3)1-3/4X14 ML FLUSH - (3)1-3/4X14 t, L FL-SH 2-2X10HDR I 2-2X10H +^• 2-2X8 0 REPLACE EXISTING HEADER w/—® _ 5 t/ARALLAM 13 O ' PROPOSED PARALLAM HSS 3.5X3.SX.25 (2) 11-1/4 ML w/1/4 FLITCH PLATE : . FLOOR ABC COLUMN STEEL COLUMN - o _� 1 W 1112 n _ j p � TO FOUNDATION 2 , N HALF BAT I o _ _ _ ,, X , �2Z2XSHDR O .... ------ I.. ,. . ,. m . T� -`-n----+ _ " _-------4--------ff-------- � NLu T v3 "STETC N � � Lu EXISTING SUNROOM _ O EXISTING o ±O BEDROOM No. 2 TO BE DEMOLISHED p W BEDROOM No. 1 (ALTERATIONS) e EXISTING 14"TJI110 WOOD-I ' 2xs c 16'oc o _ LND M. EXISTING -^ @16"OcVol }.. ..I. ' 2X6 CJ C�?16'OC or — — — — i 1BATH N I L x J , X i i v W (ALTF ) Lu Lu �� PAD OUT EXISTING WALL ; p I,, i 11 TO MATCH 2X6 EXTERIOR ce fV o nl �' I DBL 1- 4 X 14 ML 1 " C --� _ •1 m HSS 5X5X.25 X 1 1 J t a— B „ TAPE TO 7 1/4"(UNDER DECK ABOVE) _ - o , 1; STEEL COLUMN NT HALL D M - TO FOUNDATION 'i 1 HSS 3-1/2 -1/2X1/4 n' ,` i i M ' 4 1-3/4X14 MLw/3-5/8"STEEL FLITCH PLATE FLUSH BEAM ° ` t I .,STEE OLUMN `ALTERNATIVE:W12 - - _ , _--===_° ' 2-14 ML w/1/2"STEEL FLUSH• ` -------1r,1,1�,,1 HSS 3-1/2X3-1/2x1/4 -------------- 4- " "�P L— HS 3.Sx3.5X.25 -- M 6X6 ACQ POST Elk COLUMN 4'-0 , -1 ' -�STEEL COLUMN -------------- ------------- 00 WRAPPED(TYP) Lei TO FOUNDATION , N I I I I I I I I I 1 I UPI LLI N 44 _71I I PEI I ILI GI I I 1 I I I 1 PROPOSED PORCH I M N O i t °� SUN ROOM I .. _ _ — - — - — N y IPE DECKING 1 1 X - -�- - - - - - - W U ��. RECONSTRUCT EXISTING SUNROOM � 1 n 1 n 1 n � , - �' � �14°TJI110 WOOD-1 I 1 � I 'EXISTING FOUNDATION TO BE DEMOLISHED 4-11 4-11 4-11 I I I 3-14 ML FLUSH v AND REPLACED WITH A MONOLITHIC @16"OC 1 E,3-- I FOUNDATION.SUNROOM TO BE ENLARGED 'I I I I I " w ' Y SOUTH OF EXISTING ANDI'WEST,WITH ,I I I I ^ `' I = NEW DECK OVER EXPANDED SUNROOM v+ . z CENTER HALL .I X PROPOSED se rr-� I STRUCTURE EXISTING OPENINGS TO REMAIN ,r I --,, I I N J OI LL I r_r_r_r_ —„ 4Te=��4"TJ1�113 JQ16"OC M ENTRY ^^ Co 1 0 'ems I ( I I — -----•�''� I I I v J, 1 ' 1 I 1 I 4 r�t 1 T 1�^, C 171.4 I I 2 I I 1 1 1 I 1 I I I 1 I 1 1 11 / 11 1 11 1 ' O Q �• I I I I 1 1 1 , I ; I I" 4-8 -,L 3 —1 5-5 I �_ Is I I ^ M 4'-011 ''' : I ;I I;^ "' xI . I I I I I 1 rl 1 1 1 1 1 1 I I . .. 1 1 I I 11 4'-0" 1 I I o � EXISTING LIVING ROOM ' ' I PANTRY ---_-_--_-_Q _ Q ' � Z : I xI - - - - - - - - - - - �F Iw � X I I - - - - - N N cv 6 I Ce I g W I I I 4'-0° I iW --- ,9'-311 z � --------- , O °C �' I I o 2X8C1 Ca�16'OC it ,II ini, � t7 'I' F UIH I ni, 2 I x , 1 .. . 2 2X8 HDR REPLACEw/(2)(2)2X10DR •. , REPLACE 2)11 1/4 M 3/�X1 ' "' m( ) w.,.. . - '— MC w/° - - � - � ' � -- �(3)1 4 ML FLUSH (2)1-3/4X1 Tw/1/2"STEEL FLUSH— - 2-2X8 - — - ,III' I O HSS 3X3x1/4;;;;� 131-0t1 STEEL COLUMN". _ . 10 fill. ------ LU 1 � _ COVERED PORCH EXISTING KITCHEN ----- NEW(REPLACE EXISTING) 00 M M PROTECT CABINET AND 0 Q O N I r-• APPLIANCES PRIOR AND I•n I DURING CONSTRUCTION i 2X6 C1 P16"OC Q O � � I , 1 ________ i 2-2X8 � 111 , i ... EXISTING COVERED PORCH I I In -------------------------- ' 9'-011 11 61 1111 11 OO 'O , I 9'-811 71-711 PROJECT NORTH S N A 1. NEW WALLS TO BE 2X6 DF#2 (TYP) w/ 1/2" SHTG. SIDING TO MATCH EXTING w/ UNDERLAYMENT. PROPOSED 1ST. FLOOR PLAN 2. SMOKE AND CO DETECTORES PER CODE SCALE: 1/4" = 1'-0" 3. EXISTING 1ST FLOOR WILL NOT BE GUTTED ABD EXTERIOR SHEATHING WILL REMAIN ON THE FIRST FLOOR OTHER THAN WHERE NEW ADDITION TO BE PLACED AND ENLARGED OPENINGS FROM EXISTING PORTION OF THE DRAWN BY: MH HOUSE TO THE NEW SUNROOM. �oF NEw 10/14/2024 c�P� Cr SCALE: SEE PLAN d Cr LIj SHEET NO: i Y` �aFESSI NP M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: Omichael@mchdesignservices.com PROPOSED O.D.STAIR EXISTING TO BASEMENT BATH No. 1 A R. et 4 it t: 21 -L t '] O 11 p 1-Ott 6'-3" Y 91-9t1 ✓C1-211 71- 11 11 REPLACE HEADER 7 w/2-9-1/2 ML EXISTING O.D. .02 SHOWER CX24 EGRESS A21 zo =,.- (1)11/4X14 ML FLUSH'-# - (3)1�/4Xi4 L SH— - k - f - - ' 2-2X10 HDR °' g 2-2X10 +•. 2-2X8 REPLACE EXISTING HEADER w/-0 PROPOSED. s 5-1/4X5-1/4 1.8e ai ro 0 (2) 11-1/4 ML w/,..1/4 FLITCH PLATE �O PARALLAM `, g' / �\ ® FLOOR AB COLUMN c o R. Q I r l 1 - ----_ -- `^ � HALF BAT o � 01Ct - 00 0 - -_----C21?X8HDR - -- •) V I.0 - " cv l _ ________ ________ Q Vt /�0 \ / ', k O + - max^.-*-+4TM� w»v 1 �.l a I e I v M I O a Lu I — 'o EXISTING o 4 ¢ a BEDROOM No. 2 t.�...,� EXISTING SUNROOM + TO BE DEMOLISHED p BEDROOM No. 1 r ) o (ALTERATIONS) •�� EXISTING � o +'I x 16"OC o z LN D M. + I I EXISTING . ,+ 2X6 CJ 016"OC o 1 w + BATH N6.22 " II — 11 oC x j w '-~---`( PAD OUT EXISTING WALL I _ + u TO MATCH 2X6 EXTERIOR -a c 1 N III I DEL 1-3 4 X 14 ML 16"OC H-r @ Z` V' - _ o 00 ' BTAPE TO7-1/4"(UNDER DECK ABOVE) --------- ------------------------------------- H BEAM STEE OLUMN 1 ' - _ _ `ALTERNATIVE:W12X58 - + ¢-4 =-====' ' ' - -2-14 ML.w/.1/2"STEEL FLUSH- W A -------• HSS 3-1/2X3-1/2X1/4 ' . -" -- 1 I I I i _ " - " ' 4'-0" PL ti -,I I I I 1 1 Sr IR I I ' + • -M _ 6X6 ACQ POST - e i STEEL COLUMN + + + " I I v 1 1 1 , 1 1 1 1 -1/2X5-1/41.8e 1 OT L Rlf :9' 75 " n + + o e 1 1 1 I I 1 1 1 - WRAPPED(TYP) \ a I + + + + T RU •10 6.0 " +� PARALLAM 00 n+ 1 1 I 1 1 ER EIG T: 7.3 5" n r— LnPIP E + + q a I D I I I TREAD DE Pi H: 9.0 0" 1 1 I COLUMN ' _1 I 1 1 I M ER F RI RSd 5 1 , I P N • I I I t O,` 1 1 ' Cn F• = SUN ROOM , 1 y 3 PROPOSED PORCH I Z M ``o i / CN i i i i x �,4a RECONSTRUCT EXISTING SUNROOM 41_11++ 41-11 n 41-111r + "1 OPEN STAIR OPEN RAILING . IPE DECKING I 1 1 + + + " J 'EXISTING FOUNDATION TO BE DEMOLISHED ! I I , 3'h RAILING 1 I a a ' 1 ' AND REPLACED WITH A MONOLITHIC 1 + _ �tl I-�. tY I I ry 1 I 1 1 N I?,3-' FOUNDATION.SUNROOM TO BE ENLARGED II I I ( + + X X 0 w 3'SOUTH OF EXISTING ANDI'WEST,WITH I ' + 1' V , 0 1 1 F� P4 ' I I M CENTER HALL M PROPOSED o `` I 1 I i i NEW DECK OVER EXPANDED SUNROOM II ¢ `` + I I 1 I STRUCTURE EXISTING OPENINGS TO REMAIN ENTRY CO 1 '1 O . rZa x O " ^ 41- 11 3+-1 51- I O '4t-On I Ir U a 4'-0" II i 3 O0 w - - - - - 2'_ON 4'-0" z � i Ir � = o z EXISTING LIVING ROOM � i PANTRY P I 3: X _ -----------4--- 0 I ---— W ' r 1 N 00 x - --- --- -.. -..-.- 4{ F w I I Lu (] 1 I 1 2X8 CJ P-16"OC I ' _+ + I I _-- 3 � o REPLACE HEADER + ;, lip F UIH o $ I w/2-9-1/2 ML t I'; � � IAc x _+ 1 (2)2X8 HDR REPLACE EX.HDR a + REPLACE EX.HDR w/(2)2X10 ! w/(2)2X10 (2)J-3/4X14 ML w/V2"STEEL FLUSH .(2;1 3/4X1.4—Jv-i-,'` /.1/2"STEEL FLUSH„_1+ 1�6 2 2X8 O ' -- 1111 1 - 1 HSS 3X3X1/4....I I ' ; STEEL COLUMN'; - 13'-0 ------------ 1 II11 W, COVERED PORCH I \ EXISTING KITCHEN ---__� NEW(REPLACE EXISTING) 00 M PROTECT CABINET AND O cx O APPLIANCES PRIOR AND I DURING CONSTRUCTION 2X6 CJ ta16"OC O 1 � I I � 1 - _______= 1 2-2X8 - III I EXISTING 1 COVERED PORCH O 1 1 ----------0 O O O —----------—' 9'-0II It 61-1111 11 1 I l � I 1 9'-811 71-7 t1 PROJECT NORTH S N A DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN OF w y 10/14/2024 SCALE: 1/4" = 1'-0" ��P� �, D� R�O,S,� SCALE: SEE PLAN n � .� d W ° y°ti ��lJ SHEET NO: R�FESS NPR M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 47'-01/2" 7'-61/4" 3 2'-0" 7'-61/4" 6'-83/4" 9'-31/4" 9'-31/4" 6'-83/4" :: jS3 LR AR351 22 LR R 'r VINYL JAMB LINERS r R V' (3)1-3/4X9-1/2 ML (3)1-3/4X9-1/2 ML STORAGE 36"X60 r- �� SHOWER , W ATTIC d. v tf1 = Q d- 00 5 0" -N n - 7'-61/4" 12'-61/2" 05 12'-61/2" 42" BATH °� o ----------------ZD A �- r- 0 W co PROPOSED OFFICE /,/,,�,I BEDROOM s-o 1Y N 4\ / N pp V �/ No. N 14'-03/4" 6'-0" 2'-4" 00 L w N B W N 5-1/4X5-1/4 1 B W U M N � 1.8e PARALLAM N O ? . . . . " (3)11-7/8 ML FLUSH BEAM — w m (33))2 2X8 i i i i i i i i i i > = Q 5-1/4X5-1/4 ' ' 0 N Ln 1.8e PARALLAM i i i i i i i i i i Q fV �, a N DN i i i i i i i i i i i N fV F�M 1 7 Q � F� N .- RAILING w a' PROPOSED W M ar B LCO Y N W H 5/4X4 IPE DEC ING O � Rw �� 0 7'761/4" < 0 H z PROPOSED LOFT A (� o O ATTIC ACCESS TO BE ZD 7'-61/4" N VERIFIED IN FIELD 5'-0" O 5-i/4X5-1/4 oo X z Q . 0 M 1.8e PARAL M O01 8'-0" 51_0" MECHANICALS/STORAGE �-• STORAGE d' (3)2X8 (3)2X8 CX2�3�5 LR CX23�5 R CX23,5 LR CX2p,5 LR Q DBL 2X6 DBL 2X6 (TYP) �. . (TYP) 10'-11/2" 17'-101/2" 4'-0" 7'-61/4" 32'-0" 7'-61/4" 47'-01/2" PROJECT NORTH S N A DRAWN BY: MH F OF NEW Y 10/14/2024 PROPOSED 2ND FLOOR PLAN ~+ `' � ��pl- cc SCALE: 1/4" = 1'-0" 2 ' z SCALE: SEE PLAN do Doti A��FESS1 NPR. SHEET NO: M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A Y ♦ , Y Y♦1� q , ♦ , Y 7/------'{}'------ a------ D------iI GCGGCC'�'F---------iI �r--------------a-------'------il ¢v�i��-7��l�i�C7 I, f ................ .•ill f-.j'------------------------------.L.- f-L---------�L-+ f-.L------------------------------�L.-q goF. .........r-.----- ,1 11 , ItlI , 1 1 1 1 d111 1 II 1 , Itl tl 1 1 1 1 1 rl 1 ,I �I Y II , tl tl 1 1 1 1 1 11 I 11 t 1 I A I I 1 V) II 1 11 1 1 A 1 1 \O 11 1 11 II L--T --a tl 1 1 1 1 II 1Yt1�'�Y-7I 1 11 12 12 O 4 ( 4I 11 y± tl tl x00 O 12 A A N r l l 1 11 LY. I I I 1 1 1 1 I 1 p 1 V 1 /�/ I ( I � � � o♦ ♦♦♦♦ O` A ! 1 11 "—ill I I � / ♦♦♦ O ♦♦ /1 /' 1 11 1 (l i I A I 12 11 I J00 B �I L-------------------- * ''', ♦♦ O ' 8 III ♦ �------------------ R (�Y/• C I W t --------------- ,L, \ I I II 1 i I 1 d `eeeeee 4• _ 1 11 ,II d L-----.r.....-r-a a� L — ———— -———-———---------r-.........r..r...— -———a 11 -------------------- — -----T --..-.---------------------------------�..------- 0 ----------- 'I A I I L— 1— IL 1. —� II 1 II I —0 _ �i � 2X8 RR C@lb"OC ul 1-3/4X14 ML RIDGE LU 1-3/014 ML RIDGE 12 II to 11 4L I II W I I 11 I 11 w I 2X8 RR C�116"OC V i4� �� w � O � � � 11 � II I J J 1 ' I I I I dl m Cz I I I I I I 0 111 12 Q e O o F=+1 I II 1 ,; ♦, �, 1 i; r '� 1 1 I A 1 I 11 11 I V ♦ I 1 i ��III/PP/ II 1 G 1l ♦♦♦ 1 NI , II L-- 'i Y ♦� C/ 2 II r ��7 C/ 4 1 1 11 1 11 II 1 I/I I X ^' 12 II 1 II r N 1 II 1 tll ,( I ��I 1111 11 LY 4 II 11 A 11 1 1j 1 1 X I 1 II 1 1 tlI 1 (1 II ' fo'1 1111 � 11 II L---------------r. --- -r-.r-------�-I-------"-^-------------------------------T••--••----•---------r------------------a'hF. ...-r...---------a +1 Ird F __---•U.----_—iIYIF------'Q'---___it Ylf______�----- iL f --_-- ----- �y1 C1 _ali_--- ---•--------- Via' ♦ / / ♦♦ / \ / PROJECT NORTH S N A of NFw,, DEFR � DRAWN BY: MH � ,QFr o 10/14/2024 W �y f� �� 4 •i W PROPOSED ROOF PLAN SCALE: 1/411 = 1'-011 �`�° pF yNP�� SCALE: SEE PLAN ESS SHEET NO: 2" ►1 I I 2:, 1-3/4X14 O O O O 12" •O O O O 2" ® ® ® ® ML RIDGE J o a o o • • •• • M C H FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC Design Services 2in.EMBEDMENT LENGTH --- --- No.10 WOOD-SCREWS ® O• • • •® ® ® 2X8 COLLAR TIE @16"OC ` BASED ANCHOR WITH 16"OC Q 2in.EMBEDMENT LENGTH �1 "OG 2k70 RR BASED AN HCIRCWITH 16"OC rL n10 R @'6/O 2In.EMBEDMENT LENGTH c www.mchdesignservices.com O O • ® •® • • - - - _ _ O o 2X8 CJ @16"OC F 2XI0 CJ @16"Oc (631)298-2250 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD • • •• • • email: (ALTERNATMVE:7/16'O S.B.) 1/2"APA RATED SHEATHING michael@mchdesignservices.com GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.)0• ® Q O FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC (9) WINDOWSILL 21n.EMBEDMENT LENGTH • • •• • • TYPICAL WINDOW OPENING No.1DANCHORWITH w/I/2"STEEL BASED ANCHOR WITH 12"oc (2)1-3/4X14 ML PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH 2 14"ML THAN 4 FEET 1/41n.dia.LAGSCREW 3/4"SUBFLOOR ( jI EXISTING BASED ANCHOR VJ1TH I6"OC Q Q 2in.EMBEDMENT LENGTH • i i H. ® 14"TJI 110 FJ @16"OC 14"TJI 110 FJ @16"OC TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: BLOCKING BETWEEN JOIST 2.2X4 DF*2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW UNDER BEARING WALL THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC AND NUTS @ T-W O.C. 2In.EMBEDMENT LENGTH REWS TYPICAL MULTIPLE OPENINGS No.10 ANCHORWOOD-S WITH BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in.dia.LAGSCR BASED ANCHOR WITEW H 16"OC THAN 8 FEET 2In.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL U El- 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" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 0 E I Uu 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 3/4"SUBFLOOR CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2X6 16"OC DBL 2X6 16"OC 2X6 16"OC CUT BACK EX JOISTS AS REQ. SISTER 2X6 TO EX.-JOISTS TO BE 12-OC EXISTING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (3)9-1/2 (3)9-1/2 ML w/ (3)9-1/2 (3)9-1/2 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. a.. BUILT UP SILL e ML (2)1/2"STEEL ML ML OVER NEW WALL MATCH EX.SILL HEIGHT ;a AS SHOWN EXISTING EXISTING O GENERAL: SILL TO INSTALL OVER L SIDING TO MATCH EXIST. TERMITE SHIELD AND b; SILL SEAL. 4 DUTCH WALL w/ 15#FELT UNDERLAMENT s OR EQUAL. - L 1/2" SHEATHING OVER - • L bti p� :6 COLUMN N COL LALUMN UUMN 2X4 STUDWALL (TYPICAL) 10"PC WALL Lbti LALLY A a +I 1/2" SHEETROCK AT WALLS DAMPPROOF COLUMN a:t.e I ram, Generated by REScheck-Web Software AND CEILING (MOISTURE- Compliance Certificate RESISTANT W M ' RESISTANT AT BATHS) Lb; U CSMT/AoldFramen 172 0.290 0320 50 55 4"SLAB SHGC:0.31 ROOFING TO MATCH EXISTING .• C . .. Floor.All-Wood JolSt/Truss 662 21.0 0.0 0 044 O.D47 29 31 Project 6760 PECONIC BAY BLVD. ^,•d ^ .d ► ^ ,d ^ d ^ e• WITH FELT UNDERLAYMENT a. r • J 6. Compliance Statement The proposed building design described here Is consistent with the building plans,specifications,and other p , `p .••w. .•• �•• ► .' Energy Code: 2018 IECC calculations submitted with Me permit appllcatbn.The proposed building has been desigred to meet the 2018 IECC requkments in O •• O• A • A p • 0 al Locat"on: REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1/2" C D X SHEATHING (MIN) 24"X24"Xl2" •• •• •X A Laurel,New York 24"X12"FTG 30"X30"X12"FTG 24"X24"X12" 24"X24"X12" INSTALL GUTTERS w/ DOWNSPOUTS (3)#4 BAR FTG(TYP) (4)#4 BAR E.W. FTG(fYP) FTG(TYP) Construction Type Single-familly Protect type: Addition ame-Title Signature ate- Q Pe mit Number: 4 (5331 HOD) CONNECTED TO DRYWELLS TO CODE I-I p4 W Date Is Relt Number: STRUCTURE EXPOSED THROUGHOUT All Electric false 14 IS Renewable false / A PROPOSED CROSS SECTION A Has Charger false CONSTRUCTION TO BE REPAIRED �T� Has Battery: false h+i Has Heat Pump: false e4 REPLACED AS NECESSARY 9 » SCALE: 1/4" = 1'-011 Q p a Construction Site: Owner/Agent: Designer/Contractor: W4 Compliance.0.0%aeKer Than Code Maximum UA ]39 Your UA !39 Masimam SHGC, p.40 T...SHGC,p.30 Pq [-. non"es"�ii"oiwewa�.nr'�'unmeoete`a eov9fe"y us"re t`:.ni°em:mi�im m`.me.n.",.':.`a."r"a.naa..o"wr:. Z slab-on-grade tradeoffs are no lung"r considered in the UA or perform ,m compliance path in REScheck Each slab-on-9rede 1-3/4XI4 ML RIDGE assembly in the specified climate zone must meet the minimum energy ode msulat-R-value and depth requirements. [ ' a) 0 Envelooe Assemblies �./ W 2X10 RR @16"OC BULT OUT 15T FLOOR FIet Ceiling-ar Scissor Tr s 631 21.0 � 0.0 0 047 rR0.026 30 16 2ND FLOOR:Flat Ceiling or Scissor Truss 906 35.0 0.0 0,032 0.026 29 24 GABLE 1ST Wood Frame. a 9 20.0 0.0 0. 0. 0 44 45 I 11 11 11 II 11 II II II 11 II II II 11 II II II II II II II 11 II II 1 16" O �� Door:Solid Door hinder 50%gla7 ing) 42 0.280 0.320 12 13 SHGC:0.22SIDELIGHT:Wood Frame 27 0.310 O�L\0.310 B 9 I 11 II II II II 11 11 II 11 11 II 11 11 II II II II II II 11 11 II 11 DBI HUNG:Wood Frame 78 0.300 0.320 23 25 , 2X10 RR @16"OC n n u n n n n n II n n n n u n u II n n n n n N 2X10 RR @16"OC SHGC 0.31 I 11 II 11 11 11 11 11 11 II 11 11 11 11 II 11 II II II II II II 11 II I CSMT/AWN:Wood Frame SHGC.0.31 74 0.290 0.320 21 24 1 II II II 11 11 11 11 11 11 11 II II 11 11 II II II II II II 11 II JI , I II 11 11 II 11 11 II II 11 11 11 II 11 II II II II II II II 11 11 II , 2ND FLOOR:Wood Frame, o.c. 1.269 20.0 0.0 0.059 0.060 58 59 I It II 11 II 11 11 11 II II II II Il 11 11 II II II II 11 !I II II II , SLOG DOOR:Glass Door(over 50%glazing) I I I I I I 11 I I I I 11 I I 11 I I I I I I I I 11 I I I I I I I I I 1 SHGC 0.26 el 0.300 0 320 24 26 1 I I I DBL HUNG:Wood F2me 36 0,300 0 320 11 12 SHGC 0 31 Project Title:6760 PECONIC BAY BLVD. Report date. 08/2 Project Title:6760 PECONIC BAY BLVD. Report date 0812 2 (3)11-7/8 ML 2X10 CJ @16"OC of 2 Data Fllename: Page 1 of 2 Data filename: page 2 of of 2 FLUSH BEAM 3'h RAILING 5/4 DECKING OVER 2X ACQ SLEEPERS OVER EPDM,FLASHED,JOISTS, EXTERIOR T&G SHTG.,TAPERED JOISTS,,1/4"PITCH GUTTER AT END,DRAIN TO OUTSIDE DOWNSPOUT XSRR OG 3/4"SUBFLOOR 2k DBL 14"(9-1/2"min.)ML(VIF) K 1 1 DBL 14"ML 8 RR @16,rOC DROP WALL PLATE DOWN MIN.7" 14 OC 16"OC TAPER AND CUT AS RE . +I 14"T11110 @16"OC "TJI110 @16" 2X6 CJ 16"OC -, AS NEEDED FOR JOISTS AT DBL 14"ML r� a DECK FRAMING LOCATION (3)2X8 GIRDER 1 1 1 1 I I 1 1 I 1 1 1 1 I 6X6 ACQ POST ' ' WRAPPED w/ 1 t 1 1X VINYL TRIM 1 1 1 1 3 I 1 1 1 1 1 3/4"SUBFLOOR I 1 5 4 DECKING DBL 2X8 FJ @16"OC 3/4"SUBFLOOR 5 4 DECKING 1 ' 1 1/4 1 1/2 va (2)2X8 ACQ X6 AC 16"O XI EXISTING 2X6 FJ 16"OC 2X6 FJ @16"OC 2X6 AC 16"OC GIRDER �• A� w.c. BUILT UP ACQ •• (2)2X8 ACQ GIRDER SILL PLATES OVER 12"dia o, sHo o, 12"dia ;L EXISTING EXI TING 8X16 BLK BUILT UP ACQ L!C D PIER b TERMITE SHIELD, SILL PLATES OVER - I I/a 3 1 M .� SILL SEAL PIER TERMITE SHIELD, b PIER D O ^..P'n = SILL SEAL 4:. . ► ^ _ M DRAWN BY: MH 3 - - - - 24"X24"X12" - •• 3 'a ^ �:• - 24"X24"X12" - CONC.FTG L ti • an. CONC.FTG b: ;a `i 10/14/2024 ' NEW DUTCH IN b� ` WALL 11/4 F OF NEtVII/4 1114 1 /4 I I/2 I I/4 I I/4 I I/2 11/4 1 1114 a;d SCALE: SEE PLAN SINK IAV LAV Av AV. ;6 �• �� ' DEfR�YO,�,� •. `'r / W.C. W.C. W.C. I3" L •a 7 ' SH WER SA H 2 B CROSS SECTION B w- f. } I14 1 1/4 3 2 2 3 1 1/4 3 1 1/4 11 1 Il •d; P e w- I. ' ^, ' 7 I , z SHEET NO: PLUMBING SCHEMATIC 9 >> SCALE: 1/4 = 1 -0 • 3 24"X12"CONC. FTG LP 3 I I/2 3 SCALE: NOT TO SCALE AR (3)#4 CONT.BAR \ �Q o. 1,0�' � aFESS1 N 4 TO APROVED 4"C SLOPE" 114" PER FOOT PITCH TO DRAIN .I. SEPTIC SYSTEM TRAP HOUSE 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. 00 M C H Design Services KING STUDS L RAFTER WALL STUD www.mchdesignservices.com ENDWALL CRIPPLE STUD BOTTOM PLATE phone: o ° (631)298-2250 I. o RIDGE HEADER LEDGER BATH TUB DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP JUMBER 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 ILOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E 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 THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP - CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' / I VENTILATION Z/zSIDEWALL FLASHING WOOD JOIST ( ^ FOUNDATION TOP PLATE BLOCKING v , " FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A 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 o THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. ONTIN. SCREENED VENT SHALL BE COVERED WITH CORROSION- 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ' 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / ��`„ ACTION INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"' 16" LSTA�6 1-1/4"x36" 18ga. STRAP AND JACK STUDS ' EACH RAFTER 8" - 12" RAFTER RT20 21-1/8" 20 TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL A , - ,' , � x go. ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT U 2ND. FLOOR WALL OF FLASHING-� ,' ROOFING LAPS BASE uj FLASHING 4 INCHES �"" •• 1� F•-•I O RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING A a / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING '^�'� p w SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT �V J Z WOOD JOIST r�l TOP PLATE � � w GIRDER/HEADER z � IV-•1 SIDE WALL FLASHING WOOD JOIST W Z 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC ��I O AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD A V FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION P4 w 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED �•L•� a 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. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MS7A48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR a CONNECT OVER OF ROOF O PLATES TO EACH STUD `O DBL. SILL PLATE O TERMITE SHIELD SILL GASKET - , � SUB FLOOR- WOOD JOISTS NEOPREp r A CONC. SLAB GASKET � ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION C 6 GRANULAR FILL MIL. POLY �� ' DAMPPROOF EXTERIOR ' I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V e ° V oo STEEL COLUMN Dim. ^ 7 , 1/2 " DIA. BOLTS @ 48" o.c. STAG. ` ^ / CONC. SLAB ' p c'Q ROOF JACK STEEL`�.� ' u n STEEL B EAM D ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL a e —v 4 :N r B LOC K WALL: 15" ` TOP AND BOTTOM PLATE ROOFING LAPS KEYWAY FOOTING D /� / V ° 4 ° WITH 1/2" x 6" ANCHOR BOLT t�n c- - A CONC. FTG. p Q'p G D SIDES FLASHING TOP ` ` 1/2" GROUT AI611 ER ° ANCHOR BOLT CONNECTION U WITH x SQUARE WASHERS o a o (USP LBPS58 OR BP583) .� p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I '� 3" STEEL COLUMN DRAIN TILE 1 ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. TYPICAL C 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 ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL r---SUB FLOOR CONC. SLAB 6X6 10/10 WWM DOOR FRAME COMPACT FILL ' DOOR GARAGE I G JOIST USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE ` W/ 6X6 WMM M I I SLOPE 1/2" AIR SPACE 41 ° 0 7 1 " 4-DRIVEWAY — +� NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE I NEEDED) DRAWN BY: MH AT END AND �• ." -,� ° n n' , :< • °°.° , ° TO BE APROX. 1/2" OR HIGHER THAN GRADE ° 4 ---"--c�--=--z C,�t='^ ES OF WOOD - e _4 e 4 e 4 = �I •D BEAMS �_ -� ID° o D D° n O e ;° - - STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. " - r - - -•,p - o 4 _ 10/14/2024 12" 4 4 4 e D o 0 D ' b D D '� /�'� NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM �l ° iil� i —SUB FLOOR MIN. ,, c o �' �' _ SCALE: SEE PLAN •� REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM . 1, REINFORCING BAR 4 Q �OIST DRAIN TILE: ► o ;° SHEET METAL / 30# FELT UNDER BEAM AT POINT 1 ° 4 l�'n °° °° - STEEL B EAM F O� �� Y 12 OF CONTACT WITH CONCRETE OR C'ONC. BLOCK _jII- R_I L i , _�- cP �, DEc �O,Q % 3" PLATE (BOLT T O TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. � ° �° SHIMS TO LEVEL BEAM '/�. 3�� SHEET NO. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT n �" 1 Lu W 2 BEAM POCKET Q�� • ' o SSl P�' CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD DRAWINGS SNOW SPEED DESIGN WEATHERIN LINE TERMITE DEC" DESIGN UN E N WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL LOAD (MPH) CATEGORY DEPTH OTEMP. REQUIRED HAZARDS 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT - - TO HEAVY MODERATE 11 NONE - 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. M 1 , n H SOIL COMPACTION: lu 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 CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4" DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 www.mchdesignservices.com CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE phone: RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. (631)298-2250 LEDGER ' michael@mchdesignservices.com RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. 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"44"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 APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP I APPLY TO EACH JACK STUD 4). Deck joists to have blocking at TO 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 JAPPLY 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 l o ger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16 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 to girder(s). RAFTER I 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. �+ � TOP PLATE z TOP PLATE BALUSTERS WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL SPUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT ER RAFTER TO PLATE POST-TO-DECK CONNECTION p g rT, g EACH RAFTER than 6-1/4 inches with a maximum cross section of w CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE CONNECT TO PLATES TO EACH STUD 8"-12"RAFTER RT20 21 1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both O sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest w (� 4"MAX. portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the a M' GIRDER/HEADER profile.The required depth shall continue for at least 3/8 �� w inch to a level that is not less than 1-3/4 inches below the Pq tallest portion of the profile.The minimum width of the Z GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a maximum of 2-3/4 inches. Edges shall have a minimum �4 a ? JOIST POST/COLUMN o ° , radius of 0.01 inches. w ° ° in POST/COLUMN NAILING SCHEDULE z F--� wz o � = GIRDER/HEADER ROOF SHEATHING: NAIL < Q U JOINT DESCRIPTION QN SPACING NOTES P4 w POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 114 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC z Q� C) DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN a � LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: NAIL O JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 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 QN SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE IO'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL ^! TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o ......... STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �:...J N - OVER PARTITION WFCM-SBC LAP NAIL o :, :=; 0 COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST ''IBLOCKING •••'' TO RAFTER 2-8d COMMON END NAIL r,..q: ,;.�. .• � RIM BOARD EACH END LEDGER ° GIRDER/HEADER I 1 ;; f�! CONCRETE PIER TO RAFTER 2 -16d COMMON END NAIL WOOD JOIST WOOD JOIST WALL FRAMING: { JOINT DESCRIPTION NAIL NAIL SPACING NOTES FLUSH JOISTS WITH HEADER/GIRDER T::_:::: DOUBLE 2x TOP PLATE TO PER (MINIMUM) TOP PLATE 2-16d COMMO FOOT FACE NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION I TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO,BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM INTERSECTIONS 4.16d COMMO EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE REQUIRED.......;----:::=•II STUD 2-16d COMMOO.C. NAIL C. FOR STU 1• (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE y FACE - HEADER H HEADER 16d COMMON ALONG OEDGES NAIL FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMOP I PER 2x4 STUD END TOP PIECE OF SIDING AND i PLATE TO STUD 3 -16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. : ; BOTTOM PLATE TO: .... ........ ROD PER PIECE OF SIDING BELOW � ; ; FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL 3 END JOIST OR BLOCKING 1/2"DIA. LAG BOLTS W/WASHERS '•"",:; ••.... CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER ..... POST @16"OC 1••" MINIMUM DECK FRAMING: NAIL NAIL DRAWN BY: MH �) END DISTANCE JOINT DESCRIPTION QTY. SPACING NOTES THRU- BOLTS ;,.- ;�• P644 POST a ' '� • ""' ``;::.. ,,, p JOIST TO: PER TOE ANCHOR "dia. " _ • 4-8d COMMO PIER ! : �.'° _ ..,• MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL 10/14/2024 FLOOR FRAMING D 16"TREAD v v ¢' BRIDGING EACH TOE 2x JOISTS °•° " ; o ' o a END [�tSTANCE ° ' •°'4 . ;o'.. ,,,`'. : .�.-�:t:•• 12"x12"xl2" V^ V „ �' V TO JOIST 2 8d COMMO END RARE °a CONIC.SLAB ��ro a '•., o �• ' • fL��'t" CONCRETE FOOTING A (ASREQ.) •g ° :j •$;./ c v c" BLOCKING EACH OE SCALE: SEE PLAN 2 -8d COMMO F N E % JOIST HANGER a B"d(a. n , 'o DECK PIER 7 W v A F r BLOCKING FOR �;' >A � TO JOIST 3-16d COMMO END N IL � ) E� � LAG BOLTS p e p b CONIC. a. PER PLAN BLOCKING TO- EACH T DE O SILL OR TOP PLATE BLOCK NA p f 3'-0 a^ PIER HOLLOW COLUMN UPLIFT F t D RIM JOIST/BD. i> n ' 9' 9�' LEDGER STRIP EACH FA LP * SHEET N O. o , , SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION 3 -16d COMMO 1a ' •°°- • °•4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS . r M ab TO BEAM JOIST N ,, _, w LOCATION USP NUMBER DESCRIPTION APPLICATION rn < w JOIST ON LEDGER PER T 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 8d COMMO JOIST NA 2J ti DECK/PORCI-I LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END TO JOIST 3 -16d COMMO JOIST NAIL �OFESSI BAND JOIST TO: 2-16d COMM01,I PER TOE NAIL SILL OR TOP PLATE FOOT WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY:GE'-,* NERAL NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL - - 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 QTY SPACING 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 M EACH BUILDING HEIGHT (SEE PLANS) M Cj H CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4 8d COMMON RAFTER TOE-NAIL 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 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.mchdesignseryices.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 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 hone: 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 p UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 (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 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM -SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 email: 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: • ATTICS WITH FIXED STAIRS 30 michael mchdesi nservices.com meets current federal, state, tour 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 L/360 @ 9 county g EXTERIOR BALCONIES AND DECKS 40 TO RAFTER WFCM -SBC END NAIL MASONRY WALLS 8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.36. When wall studs above do not fall in line with studs below, the ( 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 EACH TOE GUARDS AND HANDRAILS 2FIRE ESCAPES 40 CONCRETE (GYPSUM) L/240 (CONCRETE WALLS (6"THICK) 85 CEILINGS accordance with table 3.3. TO RAFTER END NAIL 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 4 .WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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) L/600 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 ex re!ssed 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 P2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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- 16d 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 I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P pP 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 COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL Z length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA END JOIST OR BLOCKING 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD o determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7 . INTERIOR SHEARWALL CONNECTIONS: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO 20 PSF 3). Provide 1/2" Expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE W 4). Any new concrete walls being attached .c 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD U 5). Unless otherwise noted, all slabs on grade to be 3000 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 Z g p• TO JOIST END NAIL @ @ O poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B to be minimum o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( BOTH FIELDS) = 1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge A 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL F"' 1 � w 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES < Cn Z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 a 1:4 pq 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 JOISTNAIL V 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 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. BAND JOIST AT 2 - 16d COMMONPER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z Z Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 W Z I-r F SHEATHING I 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. O 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL V 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION w Edition Wood Framing Construction Manual. �� QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. 04 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Z � C : 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS a Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE O �p 3). Floors, walls, ceilings 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. JOINT DESCRIPTION NAIL NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4 where needed. ' EDGE ZONE $d COMMON @ 6" O.C. 8d COMMON @ 12"O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d 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 all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10" O.C . FIELD INTERIOR ZONE .8d COMMON @ 6" O. 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 GO 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 5). All flush bearns/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - SBC be used. 7/16" OSB 6d COMMON 3" O.C. EDGE - 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 Sd COOLERS WALLBOARD 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. 10 O.C . FIELD 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 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g� g other access openings unless otherwise noted (typical). ) plates or joists are cut out during installation for any plumbing related work NAIL NAIL 3 . If wall studs, , provide adequate bracing and gates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" 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 COMMo 12" 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 9oor joists MIN.44"SILL-AFF :NOTES NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing ,walls. 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 blocling 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 using CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ,� SOIL COMPACTION: parallel rows of studs or staggered studs. 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 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, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PI.400 adhesive and screwed to floor joists. Finished floor to beinstalled ELECTRICAL NOTES: p g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. p p 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: MFi 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 SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist th a passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and i ceilings and OVE!r furnace to have 5/8"thick type-x sheetrock. All other parts ofbuilding 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. 1 O/14/2024 members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required b current N.Y.S.Res enti to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tog - 16d nail per foot. ) INCLUDING SUBFLOOR,IS COMPLETE. g y a Y � �F NEB'Y 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or P D R �� SCALE: SEE PLAN approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EIDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314cc g1�� torch down type material over. and R315 of IRC. y ; SHEET NO: LU s� ti '� �; 16). All sill plates and wood in contact with concrete to be pressure treated. Sill pates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 4 41 0, 50 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO ROFESS NP COVER TOP GFA CALCULATIONS SITE DATA LOCATION: AREA:PROPERTY: 32,975.28 SF PROPERTY: 32,975.28 SF 0.76 ac BUILDABLE PROPERTY: 30,457.18 SF 0.07 ac /, r (280-207d)GFA PERMITTED: 4,384.3 SF ESTIMATED AREA OF 10,000+/- 0.07 ac ■■ GROUND DISTURBANCE: ■■ EXISTING 1ST.FLOOR: 1,779.E SF EXISTING 2ND.FLOOR: 608.9 SF H TOTAL: 2,388.5 EXISTING: AREA LOT COVERAGE: M �J �'' N 1ST.FLOOR DEMO: -269.2 SF HOUSE: 1,779.E SF Design Ser � � f 3 2ND.FLOOR DEMO: -608.9 SF SOUTH LANDING: 28.0 SF �r TOTAL DEMO: 878.1 SF SOUTH PORCH: 17.2 SF S I, Mh NORTH PORCH: 2$.0 SF www.mchdesignseNice 'pay 1ST.FLOOR ADDITION: 661.5 SF s�om EffiNEW 2ND.FLOOR: 906.2 SF OUTDOOR SHOWER: 46.0 SF phone: I (631)298-2250 7 7 7 Q DETATCHED DECK: 288.8 SF TOTAL GFA: 3,687.0 SF BULKHEAD DECK I 129.2 SF email:® michael@mchdesignse rvices.com es ACCESSORY BUILDING: 395.7 SF @ g DETATCHED GARAGE: 490.0 SF PROPOSED TOTAL: 3,202.5 SF 10.5% STORM WATER MANAGEMENT DETAILS TO DEMOLISH: AREA LOT COVERAGE: �- SOUTH SUNROOM: -263.3 SF 100%RUNOFF AT DRYWELL DRYWELL SOUTH LANDING: -28.0 SF LOCATION: SF AREA: 2"RAIN PER HOUR PROVIDE: CAPACITY: HOUSE ROOF 3,000 SF 501 CF (2)8'dia.,6'deep 507 CF NORTH PORCH: -28.0 SF TOTAL: -319.3 SF -1.1% n OGEE GUTTER-STANDARD 5" PROPOSED: AREA LOT COVERAGE: r^�, 0 NOTES: RE-BUILD SOUTH SUNROOM: 355.2 SF N 1).EXECUTION: N.W.ADDITION: 300.3 SF �� a ❑ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: SOUTH LANDING: 2$.0 SF , A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. NORTH PORCH: 415.2 SF B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. TOTAL: 1,098.7 SF 3.6 C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. \ 1 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. COMBINED TOTAL: 3,981 SF 13.0% EXISTING 1).GUTTER TO BE PITCHED TOWARDS LEADER 1-TO 2-FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT EXIST/MATED SOIL: EXCA1/ATE. FILL: CONNECTORS. 175 CY SO CY 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: METES AND BOUNDS: SURVEYOR: KEN WOYCHUK A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B)•TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL MARCH 29,2024 COMPLETION. ELEVATION NAVD 1988 Oo c REFRENCE: O SCTM: 1000-126-11-3.1 18'-0"MAX. C.to C. V Z • GRADE\ m uQ.z W _j LEI M W �k ..• :. 6"MIN v J I z ZIP 93' o� P4 \ 342. 0 W- Z _._-•- - - - ----- - "--- SILT FENCE � PERSPECTIVE VIEW O N 21039120 f t W \ --_ - - ----_ - '_--- - SILT FENCE ' \ r51LT FENCE N I DW I ° a WOOD I `° uJ 36" MINIMUM 2 x 2 00 �j O EXISTING WOO _ W EXISTING CONVENTIONAL ' ^ - S FENCE POST F�+-1 � SEPTIC SYSTEM SYSTEM % t- PROPOSED OUTSIDE W PROPOSED�IEW STAIRS TO BASEMENT PROPOSED NEW 2ND.FLOOR TO BE REMOVED AND bb REPLACED WITH VA SEPTI EXISTING 2ND.FL EW X \ (EXISTING TO BE DEMOILISHED) V' ,s p oF�POLE BALCONY TOP WOVEN WIRE FENCE /��Roa c° F �qT 1p rF� PROPOSEDII STORY SOIL PROPOSED NEW COVERED PORCH (6 x 6 - 10/ 10 WWF) ��jti Fo�G ` EXISTING SUNROOM ADDITION \ / DECK TOP SOIL EXISTING FILTER CLOTH DRIVEWAY E LOCATION �+ a N QR I CONC. P� SC 66-V iw \r ' tVASHOU GSC�Q�yJP / OP oGy EXISTING VARIABLE WIDTH L \ \ \ I'll f NON-TURF BUFFER w o � O d o�J EMBED FILTER CLOTH GRApf GREAT _ EXISTING STEP WALKWAY E GARAGE �. MIN. 6" INTO GROUND 0 o Z �5 64.6�� EXISTING PATIO EXIST.1 STY J QROP O �S(.NO ON GRADE _ ACCESSORY 4 P E C 0 N l C C(O Ex BUILDING = 60', C1R / N � - -I DWI Np.F� NC.L `O i BAY O e ASH0 EXISTING PATIO `-' NOTE: 60 T,C( 1O 1�0 ` . _ ON GRADE EXISTING STEP � MAXIMUM DRAINAGE AREA sA WALKWAY _ SILT_FENCE _ 318•57' 1/2 ACRE / 100 LINEAR FEET •v 1 _ ---- - - _ _ - L SILT FENCE Oi S 20° 0100" E SECTION DETAIL SILT FENCE DETAILS \ \ PROPOSED SITE FLAN DRAWN BY: MH \ 6/13/2025 ,\ `' ` V E SCALE: SEE PLAN JUN 16 2025 \ Building penpTtment SHEET NO: Town of Southold w M C H - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michaei@mchdesignservices.com -F Hill 411 1 1 1 1 o ao W ' V Z a� M W PROPOSED NORTH ELEVATION a SCALE: 1/4" = 1'-0" W � a.,q W Z � O AV P4 W a 0 NO TMI� 1:1 Ej oa DRAWN BY: MH EXISTING NORTH ELEVATION SCALE: 1/4" = 1'-0" 6/13/2025 OF NEw SCALE: SEE PLAN co P DEER O,A O z At :q w w SHEET NO: z ROFESS NP M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michaei@mchdesignservices.com u =J V WAS, PROPOSED WEST ELEVATION A a SCALE: 1/4" = 1'-0" H pq a Z p4 W W � � W Z 0 AV P4 W � a 0 DRAWN BY: MH 6/13/2025 EXISTING WEST ELEVATION ` SCALE: SEE PLAN SCALE: 1/4" = 1'-0" °REFro�� 1 ',q � � SHEET NO: fi a t W ,l o aRpFESS� NPR M C H - Design Services www.mchdesi.qnservices.com phone: (631)298-2250 email: michael@mchdesignservices.com ooa a o oIL 11[ 1 ® o ® 11� =1= F-1 H w FT WA >, PROPOSED SOUTH ELEVATION A a SCALE: 1/4" = V-0" p4 Z P4W � W W U p� W Z O A � � w a 0 �o aao oao � o ® DRAWN BY: MH EXISTING SOUTH ELEVATION SCALE: 1/4" = V-0" 6/13/2025 SCALE: SEE PLAN OF NEB, SHEET NO: �i 0 n 3LLI a W AR�FESS� Npy M C H - Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com -JLJLjE1 I - I I 11111E, -J 1111 11111111 1111111111 1111111 1111111 4T I HIM 1111111111 1 1111111 1111111111 1111111 11 1 11 11 1 1 1 11 1 11 11 1 1111 111 11 1 ±441 Z V Aar PROPOSED EAST ELEVATION C1 Z SCALE: 1/4" = V-0" W � W W U p4 W Z � O AV p� w � a 0 1.0 Ej DRAWN BY: MH 6/13/2025 EXISTING EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = V-0" �OF NEwY 0)�P� '� oEER�0�� SHEET NO: �1 e n W uj .�, ..'�� o. ��FESS NP o .----------------- I 1 1 1 EXISTING ----- ; ; ------------ M C H BATH No. 1 ,'------------ 1 , 1 I , , I , I ••-------•-•----. 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' EX,BBxAFSuMEroN 1 I f 1 1 1 11 1 f EYE BLRKAFOUND PIONS 1 , I E� ---__- _ N PROPOSED F4 EX.CRAWLSPACE 1 1 -e ■ 11 N ■ N N u II u ■ N II �_ IF�1 ' I 11 •f3f••• 11 II II 11 11 I tl 11 11 ■ I . tl . ALTERATIONS 1 „ � � �• • ' N 1 11 f f I 111 ■ N n 11 1 ■ N M 1 tl 11 tl ■ 1 ■ ' .,.,. , , II A 1 ,,� .,+ ■ 11 tl 11 u ■ X ■ 1 11 ' : : --- -----••---•-------- --- - - - --- EXISTING BILCO ' N I ' I I ■I d ' N-7i 11 f II N II ■ It�yl-- - N 11 ' : -_- EX.4X6 -------E%.4X6 --_--- BDLHEAD " 1 PIIt 1 1 EEEE'•E't E'v1EE£!?EE3Ei'a EF=ES ='SEE=3EEi=====2?E=?SEES --._...... � i � II n II u 1 ■ II u N N N X ■ 1 11 n 11 11 ■ 11 11 X 1 ■ ■ ■ 1 11 IX.3-3X8 �� °♦ 1 XIST G I u II I ' ♦♦♦ , '-. _C'x-_•Ye y-vC -_ 11- N _�_■-11- Y ■ F `' i__n__: _ ......... 11 , U 00 , , - -- . EX ING .,. .. 1� ' i , -•-••-- N I I I I '11 1 11 I' BED O o.2 Joe BED ■ 1 r''r�1 ,° 1 ; ,; � DEMOLISH IR�•i w l I I o 1 1 n ■ 4X6 ALL DaMNG 1f• 1 11 I 1 1 1 1 � , ' " ■ NL110NNY .f��Y. • 1 '1; ; 1,11 I 1 1 I 1 1 1 1 -7♦j j6 I II ■ °O0.GX -��,1' �� III 1 ; I 'II 1 1 1 1 1 1 ♦ \V ♦♦° it-&e' t__"__■ EXISTING LIVING ROOM $ g PROPOSE DEMOLISH AK) I RECONSTRUCT - --- -,-- ----- --pp1K III Ii iI _ _ _ - _ ---------: -- - ---- EX.CRAWL 26" •----- ;il EXISTING FOUNDATION PLAN ' 1 ' 1 . EXISTINF MASONRY PORCH I 1 IXNTNc AND BILCO TO BE RREMOVED 1 1 vXooD ' ' 1 SCALE: 1/8" = 1'-011 NJ0.CH �I 1 EXISTING KITCHEN ❑ ❑ W ----------------------- 1 V - • 1 1 1 1 I 1 V 1 1 1 I 1 -1 I _ 1 A 1 o ; V ' 1 O 1 a 1 � 1M• 1 p4 I III ----------------------------• 11 EXISTING M COVERED Fi1y rTl ii PORCH O u O F�'I I"-------- 10001 , w W O I � w EXISTING 1ST. FLOOR PLAN 0 SCALE: 3/16" = 1'-0" a � �O WALLS.CEING,AND ROOF TO BE DEMOLISHED EXST1NG DORMER EXISTING DORMER TO REMOVE TO REMOVE 1 1 I I I 1 1 1 1 1 I 1 EXISTING ROOF ' L I1 1 TO REMOVE I I , 1 1 • 1 1 1 1 1 1 1 1 1 1 1 1 1 EXISTING ROOF TO REMOVE EXISTING WALL EXISTING WALL EXISTING LOFT TO REMOVE TO REMOVE EXISTING TO REMAIN -- ---------- ------ --, r-- ---------- --- 1 1 1 1 1 I 1 1 1 SISTER ADDITIONAL STRUCTURE TO EXISTING FLOOR JOISTS ' EXISTING WALL EXISTING WALL I I TO REMAIN TO REMAIN ' I I nil 110 1 I 1 I I EXISTING WALL TO REMAIN EXISTING WALL EXISTING TO TO REMAIN REMAIN EXISTING 2ND. FLOOR TO BE DEMOLISHED EXISTIN FLOOR JOISTS TO REMAIN ADDITIONAL STRUCTURE TO BE ADDED EXISTING TO AS REQUIRED EXISTING FLOOR TO REMAIN REMAIN DRAWN BY: MH "'=III=III=III=III=111=111 EXISTING WALL EXISTING WALL 111=111=III—III-III=III=III=III=1�I=III=III=III=III=III=III-ILL-III=III=III=III=III=III=III= III=III=III=III=1 -III-III=III=III TO REMAIN To REMAIN III=III=III=III=III=III=III=III-III III=III-III=111�"'- -III—III—III—I III=III=III=III=III=III—III. ail-l�l=lil IIII�IIIIiI lll�l ,,, 6/13/2025 =III=III . J►— - — - — - — - _ - — - — - — - — - — - — - _ _ _ _ _ _ _ _ _ _ III=1�1—� =1��-� _ ICI=-1�I-1il-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1-1�1=1�1=1�1=1i1=1�1=1�l=III=III=III=1�l=III=III=III=1�l=III _ _-1�1_lil III—III—III=III=III=III-III—III—III—III=III=III—III—III—III—III—III—III—III—III-III—III-III.III=III—III-III-III-III—IT-III-III.1�1—ICI-III—III—III-�' SCALE: SEE PLAN EXISTING CROSS SECTION oF NEwr . SCALE: 1/4" = 1'-0" EXISTING 2ND FLOOR PLAN ��P�. ' °EeR� � SHEET NO. SCALE: 3/16" = 1'-01' All n W Tn ' Z lP�At SS �OFESSI NP M E H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com 5-811 T---------------I + I 1 d . o ' I D i I V , I Q I I G, A I , I 1 p•, •p I � , I I 1 ' 4 1 l p , ° 211-21' 81-On N ' C1 1 n n I 6l-30 9-9 51-2n 7I-4n EXISTING OUTDOOR I av I SHOWER D, ---------^{�8rX 1T T"----- -----------------2 b1�X T 4T----------- i •D G -`F O spa 41-011 i ITI I I a 1 I I I '° I , ^----------------------------------------------------- - 4 + p i I III I I l = - • _Ill_i_ 13'.011 N ALL DRAT TO DR E4L �O oc 111 1 '° ° , LALLY COLUMN w/ \ , , W BOTTO 6F STAI WAY v 3o"x3o"x12"FOOTING O , , o ,,, Q b v cti I COPPER COATED 2X6 AC w/(4)#4 REBAR e.w. r- i ----------------�XJ6VENT--------------- " 'o b i x -----+ M ; a t] In I = TERMITE SHIELD Q SILL PLATE #4 BAR @120C I---- - ,� -------- N i i i a iii I 01 OVER- ' _ _ -'--__--_l-'----------------- SILL SEAL ° ---------------------------- - -_---------"---7---•_--_-----------_------ - I W III I ° --------------- I------------------------------------ 3'0" o -r------3_-9 /2MLGIRDER _"_____-t-------r----3r i- nl d, .. �f17�FiLi;TRUTR-" x #4 BAR @12"OC 1 a �� I GRADE TO SLOPE °v - --- -- . - -------- --- `--- 8-6/4 _ "" ' 3 11 Q `� "' I 5/8' dia.ANCHOR BOL ' AWAY FROM BLDG. w/3X3 SQUARE WASHER ' 12"dia CONC PIER ; ; AND NUT(TYPICAL) i " pb', 1 n 1 11 0, ON 2'X2'XI'FTG I n l I " Q . 3-4. • 4- 19-6 D ; 3'BELOW GRADE ' 1 SPACING TO BE 36 OC AND , D (TYPICAL) i ,,, w/i 1'OF CORNERS AND ° ZD \ I • 1 .___Ill_1_, INTERSECTIONS OO i "•4 i ni I Q w PROPSOSED BASEMENT N I lo^PC WALL ' p. r , ' •;. ' 9'WALL HEIGHT m � aoD ' ni I R 3500psi ° v •"d i 41-211 111-71/411 81-63/411 i v i n� I ° #4 BAR @ 24"OC , > CLEAN Z FILL B ;• ,; ,''.'.•ec HSS5X�X VWBESTEEL.COWMN B 60,_____ _____+ ksi Q n1 n O III J7 12"dia CONC PIER I 48"X48"Xi2"FOOTING REINFORCED I I ON 2'X2'X1'FTG ' ' DBL 2XB FJ Ca)16"OC d' w/(b)#4 REBAR EACH WAY I I SOLID-CORE DOO 3'BELOW GRADE ' ' v" ,••': 8X16' ' l I " I I W/WEATHERSTRI ING .•0. 1 III I (4)#4 BA (TYPICAL) ; ; --- ------------------- --- - - --- '_CM_U ' (3)9-1/2 ML w/ 2)5/8 STEEL PLATES(ALT:W8X24) (BEARING WALL ABOVE) AND DOOR SWEEP ' N III 60 ksl I 1 I I__ _1_ I I I a -------i l --- -------------------�------------------- --- - - - - , --�Z�-=- ---- =--- - ---iii" "� _BITUMINOUS COATING HSS 5X5X1/4 TUBE STEEL COLUM =• `4 ' Q u1� I �; I I I I I 1 I 1 , p 1 48"X48'i LOOTING REINFORCED ao I 1 I ' ' '.•.' I .O ' I I ' I I I I I I I I 1 i ' X I ' w/(6)# REBAR WAY \ I I I " I I�I I I 1 I 1 2. 'D.• 1 >- I , I ' I I I 1 1 1 I I I ' ' : 30 DOWEL— EACHw N •-_}11 a V ----'F0- ;•'v•,''p,.Qo' 'III , --- \N ,III 7 D' II,I •I, _WLuN_IIIITIIIIIIII III L`n� -M1 1/2"EXPANSION I JOl N Ce \ JI I I- VrZOMh—ilr a IV X4KEYWAY P R-G - OPOSED 4"CONC.SLAB O 1a p11' #4 REBAR IRDE _1 2X6ACQ 8X1B @16"O EX. CRAWL SPACE PROPOSED CRAWL SPACE QN^;IN - %M FRAME WALL 81_63/411 PORCH x COMPACTED AROUND STAIR = 0 CLEAN FILL CUT BACK FLOOR JOISTS 3o"x FOOTING OI 2 SLAB 12 LALLY COLUMN I11� -- = IS AS NEEDED w/(4)#4 REBAR e.w. 1 3 n _ _ ___ I I I a�0 111 " , --- ------------------- ------ --------------- - --- ;c---_-_-_-_-_-_-_-_-_-_-_-_-_-_--_-c__=_--__-_-_-_--_-_-_-_-_-_-_-_------ri -_----==-xI =c--- ----— i- - i 2X6 AC 16"OC 3-9-12 ML GIRDER 3-9-1/2 ML GIRDER = 0- ---- --- --- n_• _E,=- T- = nl I D 1 I m ---------�----------- -rOV ------- ------ O •� 1 1 x N P-- • O . o- f� . p I I I 1 V I X p .4 p �v • p .4 p v , III I 1 I It.''4 I N U. ( d .D • 4 .V • ' I,14 = 3-4 .a• j „I, I 1. 10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT Viiii -----------Ei n - 1 cc "' I I EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. .'Ao ------------------��-------- #48AR@120C o uI, .J.u 00 W a 9'-311 °C ,,,, o III I RESIDENTIAL CODE WITH A BITUMINOUS COATING. ce III I 1 ...'!'v.^,,pv. �dv pae; . •. o: 'dD; pa�•;�.•. ; d iii I M 2. FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. V fill m a 111 1 ^ FOOTINGS TO HAVE 3-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST Q fill I"11 4 "' ' ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ..1. _ co II11 ' I in 1 ----------------------------------- DUTCH#4BAR@12"OC Niu'-- N ii l nri '• DUTCH WALL •'� • � • I I "" N iii 1 ' 3. BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. _________________ ___ 12"dia CONC PIER i fill 110 INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING W&VENTI ON 2'X2'XI'FTG 1 111 I WALLS. 3'BELOW GRADE ' O (TYPICAL) ' fillr T- 4. PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE .— nn -- n'_ 6'-1111 II INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. 5. PROVIDE 5/8"DIA.ANCHOR BOLTS AT Y-0"O.C.AND W/I 1'-0"OF CORNERS, o•"' I 71-711 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A "" MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. DBL 2X6 ACO(W6"OC - �" Of ��;; I ro m 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE BLOCKING LEDGER BOARD TO BE FASTENDED O AT 8'-0'O.C.(MAX.)AND MIDSPAN. co N iiii I TO BUILDING WITH SELF- ON 7. PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL EXISTING CRAWLSPACE 1111 I COUNTERSINKING SCREWS SPACES):UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS (2 SCREWS @ 32"O.C.) 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD4 JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD lilt TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). r — — — — — 8. FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. — fill 1 1 I — — — — — — — — — — — 1 ' J T I I EXISTING --- - I PORCH 91-0'I 11 I 1 91-811 L — — — — — 7 PROJECT NORTH S N A DRAWN BY: MH 6/13/2025 PROPOSED I FOUNDATION PLAN SCALE: SEE PLAN SCALE. 1/4 - 1 -01 OF NEw y DEfR'f-�� O s� SHEET NO: m >, W p OA AMM 6 aR�FESS NPR M C H Design Services www.mchdesignservices.com phone: 6 1 298-2250 0 email: michael@mchdesignservices.com PROPOSED O.D.STAIR EXISTING TO BASEMENT BATH No. 1 A LEIrI II �. II " 21'-2t1 81_011 If Y 6'-311 91_911 CI_211 71_�111 11 REPLACE HEADER .7 w/2-9-1/2 ML EXISTING O.D. SHOWER CX24 N EGRESS A21 ZO Lu wpm W ; --------13)1�3/4X14 ML FLUSH--' (3)1 3/4X14 H SR- °� sr 2-2X10 • 2-2X8 11 ° 2-2XI0 HDR REPLACE EXISTING HEADER w/- ' 5-1/4X5-1/41.8e ► Y PROPOSED PARALIAM "' p7 oi (2)11-1/4 ML w/'1/4 FLITCH PLATE � , ® FLOOR ABC IIJ COLUMN oCe :� 0 o HALF BAT o It Q N ) .....C21?XS HDR---- -------- ' .4�1�- 61- N 1� I ---- ]■ --_--_- ZD 0 TW _ 'o EXISTING a Y BEDROOM No. 2 I, EXISTING BEDROOM N . 1 O ( ) " r +I+ TO BE DEMOLISHED O , ALTERATIONS O = , ► ° v EXISTING 1 +- .- ''' 2X8 c 1 " c o ? LND . M. : m EXISTING 2X6 CJ r116"oc X ° e BATH N,6. 2 " H i' �• I 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH W 8 1 00 f®m`t w *__~ _4A`LT, ) ,",( f PAD OUT EXISTING WALL ; Lu= N RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER O MATCH 2X6 EXTERIOR i4 _ MANUFACTURES INSTRUCTIONS. BL1- X 14 M " C ` --t` --� v ' „ 'q __ _____ _ __ _______ __ _ , FRONT HALL 'd' m 1 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. BTAPE T07-1/4 (UNDER DECK ABOVE) + =�+-� -. --------®--------------------- - �'* , ° N B i I I -* - + .° @ r ;� ' I B 3. PLATE HEIGHT AT 8'0"UNLESS OTHERWISE NOTED. pq HIS 3-1/2 -1/2X1/4 `,` i i M t i '� M 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. +'+ 4-1-3/4X14 ML w/3-5/8"STEEL FLITCH PLATE FLUS BEAM ` 1 1 1 STEE OLUMN' - ___ + 5. EXTERIOR SHEATHING TO BE 1 " +-� 1, 1 ALTERNATIVE:W12X58 - --- - ==____.,... _ _. . �.�__ - - --2-14 ML w/.1/2"STEEL FLUSH-. - /2 THICK FIR CDX PLYWOOD. -------„III HSS 3-1/2X3-1/2X1/4 I __ , _ , , , , , , , , T`161'72 STEEL COLUMN e + 4-0" PL , , , , , n IR M 6X6 ACQ POST- OT L RI :9'' 7s " ' ' ' -1/2X5-1/41.8e -, d. WATER RESISTIVE AIR BARRIER OR EQUAL.OVERLAP 3"min.VERTICALLY; 2"'min. '' ' T Ru •10,6. " ' ' ' PARALLAM 00 WRAPPED(rYP) HORIZONTALLY(WITH TWF AIR BARRIER FLASHING.INSTALL PER--_-_ I \"" )I , ER EEP T: 7.3 5" COLUMN ' N INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.comE � ae ° k w I D T EAD DE I H: 9. 0" 1 I I M ER F RI RS:I 5 1 I I 1�r° i i•�' iii M 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER � W , .� , ,,,, _ I I PROPOSED PORCH ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. -c^v O %%4 SUN ROOM I 1 n t " t n a R OPEN STAIR • OPEN RAILING IPE DECKING 1 1 1 x a RECONSTRUCT EXISTING SUNROOM ' 4-11 4-11 4-11 I I : ; 3'h RAILING I 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS ^ N I;EXISTING FOUNDATION I T A BE DEMOLISHED + , �I I a UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK AND REPLACED WITH A MONOLITHIC I r E,Y--' I FOUNDATION.SUNROOM TO BE ENLARGED II I I ( " ; is X- Lu ' STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH !"'"I I-4 3'SOUTH OF EXISTING ANDI'WEST,WITH x 1 1 II I I I a ' �� .'� O r` J o�_C I ' ' .--. SIDE FOR MICROLAM HEADERS. NEW DECK OVEREXPANDED SUNROOM I , 1 "1 ° p 0 CENTER HALL PROPOSED 0 V 1 I I STRUCTURE EXISTING OPENINGS TO REMAIN 11 1 i a I I :" - ' +°o ENTRY A 00 � I p 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS v I ;l; ; ; ; �;-,.F41 _t_t�;� o `~ o+ N (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, w 4'_8'I �+ 3'-111 51-5'I I I FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. rr1 Z --, If r-n 1 PER CODE. O 1 I 1 I 1 1 t--1. 1 1 1 1+ F- . � I 4t_o11 i; ! �I I = O I I' ' ' ,� ; ' ' �� 4'_0" '� i i 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 'II i II I ' A V tl i 3 p w - - - - - 2'0 - 4'0" I APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING _J C O P k , HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. �. W o + EXISTING LIVING ROOM ! ! PANTRY _ Q__ a --------- - + 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH /� y ' I _____ _ ___ _ __ I o �_ I I _ _ _ _ _ p 1 N 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. Q�I_ Q 00 ' ' uj X _ 1 1 Vd M I - ' W f•" X I 1 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH ,,,, _ _ _ r4 Cie `a OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, ®' 9'-311 HF I w ' 250#CAPACITY. 111 2X8CJA16"OC ' ° ! ! ---r,:---- o _ �' REPLACE HEADER" , oc I rn 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. ° ; nI , ,+I+ V 1,_ BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT w/2-9-1/2 ML / „ ' ! n , �a k r; N i Ln SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE U)) AREAS. (2)2X8 HDR REPLACE EX.HDR REPLACE EX.HDR j "' ""i N' s: ^' w/(2)2X10 w/(2)2X10 , 1 ' , r _ 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (2).13/4X14.ML w/.,1/2"STEEL FLUSH ,-(2)'1a-.-�/4X14 J E,tv/-1/2."STEEL FLUSH 2.2X8 kO - 'k 14. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ---_-_----met 0 [M r- HSS 3X3X1/<!:.1 ' 11 STEEL COLUMN': 13-0 ' ---------- PORCH EXISTING KITCHEN --=_=I NEW(REPLACE EXISTING) m PROTECT CABINET AND O APPLIANCES PRIOR AND ' DURING CONSTRUCTION O I 1 I ======== I EXISTING I COVERED nI I„ PORCH O - I I I III ----000_ _ 1. NEW P) W/ 1/2" SHTG. 111 SIDING TO MATCH EXTING W/ LINDERLAYMENT. 9'-811 71_711 2. SMOKE AND CO DETECT ES R CODE PROJECT NORTH S N 3. EXISTING 1ST FLOOR WILL NOT BE GUTTED EXTERIOR SHEATHING WILL REMAIN ON THE BD A FIRST FLOOR OTHER THAN WHERE NEW ADDITION TO BE PLACED AND ENLARGED OPENINGS FROM EXISTING PORTION OF THE DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN HOUSE TO THE NEW SUNROOM. SCALE: 1/4" = V-0" 6/13/2025 of Iv�w r 0 °�* SCALE: SEE PLAN rtn-I �, 4 W 'o 0 SHEET NO: AR�FESS NP M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A 47'-01/211 T-61/a" 0 32'-0" 7'-61/411 6'-83/a" 9'-31/4" 9'-31/411 61-83/411 23 LR- AR351 23 LR R VINYL JAMB LINERS V R V (3)1-3/4X9-1/2 ML (3)1-3/4X9-1/2 ML STORAGE O _ 36"X60 SHOWER N ATTIC d v u� d- Oo 5 0" N n - 7'-61/411 12'-61/211 05 u`i 12'-61/2t1 �t BATH aZ„ o ----------------0-- 5.0„ PROPOSED OFFICE ;n BEDROOM w X Ln vJ co V M ^ t N NO. 3 N 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH _61/4 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 141-03/411 61_011 21-4" _ MANUFACTURE'S INSTRUCTIONS. o X W 2. ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. N � b - W D 3. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. r , JD ZO ;� ' i7 v N iv [� 4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 5-1/4X5-1/4 M 1.Se PARALLAM N 5. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. p wH 4'-0" i R 6. EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED A `O _ (3)11-7/8 ML FLUSH BEAM — ')2X8— ' — w - WATER RESISTIVE AIR BARRIER OR EQUAL.OVERLAP 3"min.VERTICALLY; 2"min. (3 I I I I 1 , , , , , , , , > HORIZONTALLY(WITH TWF AIR BARRIER FLASHING INSTALL PER ry m I 1 1 1 I I I I I 1 I 1 I Q - N Q 5-1/4X5-1/4 m ` )• N v, 1.8e PARALLAM 1 1 , , 1 I I 1 1 , 1 I Q N INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com a N DN 6. DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER ~ Q� p , , , , , , , , , , , , , Q ALL BATHS.PROVIDE BLOCKING AT 8 0 O.C.AND MIDSPAN. n C 7. PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS N RAILING UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK Q� cwc STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH M PR POS D w "' o SIDE FOR MICROLAM HEADERS. w mow/ B LCO Y 00 N 8. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS W I"' 1 V "' (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W 1j'5/4X IPE DEC ING v O M w FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. FF.--11 .%Oo Z , „ PER CODE. 0 z 7-61/a V Z PROPOSED LOFT 9. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE H v APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING o O ATTIC ACCESS TO BE HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. W N �2 VERIFIED IN FIELD y5'0'. F+i 10. ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH00 O O 5-1/4X5-1/4 X 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 1.8e PARALLAMM `✓ 11. ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH a OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 8'-0" ;t MECHANICALS/ 250#CAPACITY. is STORAGE 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. (3)2X8 (3)2X8 14. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. \"72P,5 LR CX2p15 R CX213�5 LR CX2p15 LR DBL 2X6 DBL 2X6 9'-111/411 171-101/211 4'-011 7'-81/2" 311-93/411 7'-61/4" 47'-01/211 PROJECT NORTH S N A DRAWN BY: MH ` 6/13/2025 PROPOSED 2ND FLOOR PLAN ` �� EAR yo,� SCALE: 1/4" = V-0t1 ` " °� SCALE: SEE PLAN w SHEET NO: a��FESS1 Npy M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com A r , r , IF , r �aaaaaaaaaaaaa-aaa- .- *z-. ____-__{F_-_-_--{F_______{F-------{' - -T,.------__-{t ''F-____-_{f----__-{f--_____{F_-_--- 7. _i1Gv.F*F- --------------�-�-il II �a as aa............ -'I,' --L--------------"----------------L--• r-J'--------- -------------------------------'�--�I,f- ------------------ 11 tl 1 1 1 1 1 1 1 Z 11 , 11 II 1 III I C______________� 11 ( 1 1 1 1 1 1 ♦O II , 11 II L-- aJ , 1 1 1 1 111 1 11 12 11 �'jl'y�� , 11 12 II , ,Q, ' ♦D �k~i I ✓ ; 1 r O i1�aa araara--...------. I. 11 I I I X 1 1 N00 N I I I OZD 12 1 1 LL \\ - � , ♦ ,, t 11 12 � J raa-aaa------------- -j---------------- -" '''' `\\` " 1 I I 1� Lu164 II 1 L-----------a--a a a J L- -- ----_ ---------------------------- L---------------------1-- -----L- 11 O III W a....a-..-aaaaa-a-aa------------------ --------------------� 11 t 11 � � 1 ( 11 r�•„-I 11 O I n p 2X8 RR CaZ16"OC �] y, 1-3/4X14 ML RIDGE 1-3/014 ML RIDGE 12 I II Vf ( 11 IY I 1 11 I 11 � V 1 11 1 11 --1 1 11 I 11 I N 1 1 11 � A x 1 I t 1. INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 2X8 RR A16"OC i u i iP4 F+1 1 II w w , v t I I 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2 DIA. W I „ ' O , , , GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. U a ♦^0 1 1 I 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ~ � n III ni I M co " oc i i (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, W Z [° 12 I c F FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. O PER CODE. a , 4. APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. �� 5. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND F^�1 DIRECTLY TO THE DECK ALONG EAVES. 6. USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 110 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. I, 1 12 I�� / �i 7. ICE&WATER BARRIER TO BE USED IN ALL VALLIES,RIDGES,INTERSECTIONS �Q VO ;� ' o loll ; 11 WITH ROOF AND SIDE WALLS(TYPICAL)AND 4 PERMITER. c is 1 I11 , 11 8. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!11 SHEATHING Ire i� i 1 N i ii �i MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. oc 4 �/ 'I 1 loll 1 ,I UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 00 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS `0 COMPLETE. 1 1 I 1 1 1 I ------------------ -� r----r-_-_-_-_-_-----_-_-_-_-_- ----_-_-_-----_-_-_-_-_- ---_-_-_-- -------T--------------------T------- .-------T-.�i".., ---------_.aaaaaJ 11 9. INSTALL ASPHALT ROOFING AS PER MANUFACTURES WRITTEN INSTRUCTIONS. tl ---------------- —=d k=--��-------{r----- _{Ixo--------{F------- _ __—{r------ _------------------° F------ {F---_ {1 — _ aaa as a as a '1 ===----------------' -- -M ,��-- -r- ,••.-- -r------- - ----' ---- --'-- -ate-lk�e _______________ __+ 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. 10. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. PROJECT NORTH 5 N A DRAWN BY: MH apt: NEh,r °EFR� °� 6/13/2025 PROPOSED ROOF PLAN ��`�� SCALE: 1/4" = 11-0t1 W SCALE: SEE PLAN do SS SHEET NP� SHEET NO : 2• 2" 2" 1-3/4X14 O O 0 O �2' O O O O �r . . . • • � " ML RIDGE O O 0 0 • • •• • •FASTENER TYPE: SPACING: M H • s No.8 WOOD-SCREW Design Services HOSED ANCHOR WITH 16,oC - 2in.EMBEDMENT LENGTH • p • • •• • • r 2X8 COLLAR TIE @16"OC - No.10 WOOD-SCREWS O Q BASED ANCHOR WITH 16"OC 2Hn.EMBEDMENT LENGTH oR lai`'J 10 RR - 1/41n.dia.LAGSCREW 'lx @76-0 l W.mchdesignseryiceS.com BASED ANCHOR WITH 16-OC 21n.EMBEDMENT LENGTH _ _ _ O 0• 2X8 CJ @16"OC I 2XI0 CJ @16"OC phone: 3/4•APA PLYWOOD (631)298-2250 SHEATHING 1J2•APA RATED SHEATHING GRADE PLYWOOD • • •• • • email: (ALTERNATIVIVE:7/16"O.S.B.) michael@mchdesignservices.com 1R•APA RATED SHEATHING GRADE PLYWOOD • OO (ALTERNATIVIVE:7/16.O.S.B.) FASTENER TYPE: SPACING: 2X4 DFk2 No.8 WOOD-SCREW ST)DS BASED ANCHOR WITH 10"OC 0 WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10WOOD-SCREWS •• • BASED ANCHOR WITH 12"oc (2)1-3/4X14 ML PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH (2)14"ML w/1/2"STEEL THAN 4 FEET 1/4in aw LAGSCREW 3 4"SUBFLOOR EXISTING BASED ANCHOR WITH 16"OC Q Q 21n.EMBEDMENT LENGTH • • • • • 14"TJI 110 FJ @16"OC 14"TJI 110 F1 @16"OC TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE E#2STUDSCONNECTES FASTENER TYPE: SPACING: BLOCKING BETWEEN JOIST 2-EM WITH CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHNEZEDBLTSWFSSSTER BASED ANCHOR WITH 8"OC UNDER BEARING WALL THAN 6 FEET OR GAL ND NUT BOLTS W/WASHERS 21n.EMBEDMENT LENGTH AND NUTS r o"D.C. TYPICAL MULTIPLE OPENINGS No.10 WOOD-S CREWS BASED ANCHOR WITH WITH 9.00 PANEL SPAN GREATER THAN 6 FEET 21n,EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/41n.dla.UIGSCREW ... ASED ANCHOR WITH 16"OC THAN 8 FEET 2In.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 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" 0 El [I _J AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO 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 3/4"SUBFLOOR CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 2X6 16"OC DBL 2X6 16"OC 2X6 t6"OC CUT BACK EX JOISTS AS RE SISTER 2X6 TO EX.-JOISTS TO BE 12"OC EXISTING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. (3)9-1/2 (3)9-1/2 ML w/ (3)9-1/2 (3)9-1/2 HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �•• BUILT UP SILL 4 ML (2)1/2"STEEL ML ML OVER NEW WALL MATCH EX.SILL HEIGHT 46 AS SHOWN EXISTING EXISTING GENERAL: SILL TO INSTALL OVER L TERMITE SHIELD AND b, SIDING TO MATCH EXIST. SILL SEAL. DUTCH WALL 7. w/ 15#FELT UNDERLAMENTZli OR EQUAL. - ;s LALLY 1/2" SHEATHING OVER a, a COLUMN COLUMN b� 2X4 STUDWALL (TYPICAL) 10"PC WALL 0 LALLY , ' °a 1/2" SHEETROCK AT WALLS DAMPPROOFla, COLUMN . a.• It Generated by REScheck-Web Software AND CEILING (MOISTURE- `O F+i CA/T Compliance Certificate ;, „: 41 RESISTANT AT BATHS) V CSHT/AWN:WgOtl Frame ROOFING TO MATCH EXISTING ;s 4 SLAB bit 172 0.290 0.320 50 SS SHGC:0.31 • • ♦ •• •• • ♦ •• • • •• • •• •• • ♦ r.. • ♦ I Floor.All-wood lolst/Fnns 662 21.0 0.0 0.044 0.047 29 31 P♦"••P'• P•••d 0 ►o,a"•.d A F•••('� s• ✓ P• Project 6760 PECONIC Bar BLVD. WITH FELT UNDERLAYMENT r• i• ►•. r• • r• . •• ► A O Compliance Statement The proposed building design described here Is consistent with the building Plans,specifications,ons,end other A p�,• p�.• p 4 O O..• G p•,• S•p calculatlons submitted with the permit application.The proposed building has been designed to meet the 2010 IECC requirements In Energy Code: 2018 leee REScheck Version:REScheck-Web and to comply with the mandatory t1 " n n n a n r n e " " " Location: Laurel,New York PY loryrcqulrcmen[sHstedlntheRESchecklnspecdonChecklist 1/2 CDX SHEATHING (MIN) 24"X12"FTG 24 X24 X12 30 X30 X12 FTG 24'X24 X12 24 X24 X12 Construction dl^amlly (3)#4 BAR FTG(TYP) (4)#4 BAR E.W. FTG(TYP) FTG(lYP) ect Typp: Adit ama- to gnetue ate INSTALL GUTTERS w/ DOWNSPOUTS Climate zone: 4(5331 HDD)m Data: CONNECTED TO DRYWELLS TO CODE W Permit Number: dlRen�able false * STRUCTURE EXPOSED THROUGHOUT Ha;aa�r`y CONSTRUCTION TO BE REPAIRED/ A PROPOSED CROSS SECTION A W � Mss Heat Pump: filse REPLACED AS NECESSARY » SCALE: 1/4" = 1'-0" Construction Site: Owner/Agent: Deslgner/Contractor. a� .- p..e' .. .....fir....-.....,. Compliance:0.0%a•"ar TMn COa4 ~�Maximum UA:a39LL Your UA:aa9 Maximum SHGC:0.40 w Your 511GC:0.90 J Tam eE•mMx MI•cb Mwebu m romN•no ma Mw N 4•aM•n md•tMadlrvlw. Miles Isessall R Wf5 Nm prvMG••n••tlm•w or•napr uN•r m"rWtM m a m Wmum•oG Mm•. Slab-on-grade tredeo"s are no longer considered In the UA or performance compliance path In REScheck.Each slab-°ngrade 1-3/014 ML RIDGE ass O assembly st bly In the sp-lied climate zone mu meet the minimum energy code Insulabot R-value and depth requirements. Envelope Assemblies V �W/� "� 2X10 RR @16"OC BULT OUT SST.FLOOR:Flat Calmg or Scissor Truss 631 21.0 0.0 0.047 0.026 30 if GABLE 2NO.FLOOR:Hat telling or Scissor Truss 906 35.0 0.0 0.032 0.026 29 24 O 1ST.FLOOR:Wood Frame,16"o.c. 968 20.0 0.0 0.059 0.060 44 4! H Door:Solid Door(urider 50%glazing) 42 0.280 0320 12 13 I II II II II 11 II 11 II II II 11 11 II II tl II 11 11 11 II 11 II 11 1 W SIDELIGHT:wood Frame 27 0.310 0.320 e f I I I I I 11 I I 11 I I 11 H 11 I I I I I I I I I I 11 I I 11 I I 11 I I 11 11 I I 1 sHGc:o.zz 2X10 RR @16"OC I n n 11 n n n n n u If a 11 n It H n It n n rl It 11 n 1 2X10 RR @16'OC DBL HUNG:Wood From. 78 0.3D0 0.320 23 2: I I I 11 11 I I 11 I I 11 11 11 I I I I 11 I I I I 11 I I 11 I I 11 I I 11 I I 11 SHGC:0.31 1 II 11 II 11 II 11 11 11 II II II II 11 11 II II 11 II II II II II 11 CSMT/AWN:Wood Frame 1 SHGC:0.31 74 0.290 0.320 21 2e I II 11 II 11 II II 11 11 II II 11 11 II 11 11 II 11 II II 11 II II II 1 I 11 II II II II 11 11 11 II II II II II 11 II II II II II II II 11 II 2ND FLOOR:Wood Frame.16'o.c. 1,269 20.0 0.0 0.059 0060 Sit SS SLOG DOOR:Glass Door 50%glazing) 81 0.300 0.320 24 21 11 II II II II II it II 11 11 H II II 11 it II II 11 I SHGC:0.26 SLHUNG:Wood Frame 36 0.300 0.320 31 17 1 I I SHGC:0.31 Project Title:6760 PECONIC BAY BLVD. Report date: OBR2R4 Project Title:6760 PECONIC BAY BLVD. Report date: 08/22R4 (3)11-7/8 ML 2X10 CJ @ 16"OC Data filename: Page 1 of 2 Data filename: Page 2 at 2 FLUSH BEAM Th RAILING 5/4 DECKING OVER 2X ACQ SLEEPERS OVER EPDM,FLASHED,3/4"EXTERIOR T&G SHTG.,TAPERED JOISTS,1/4"PITCH GUTTER AT END,DRAIN TO OUTSIDE I DOWNSPOUT @,6„OC W3 4"SUBFLOOR ?x8 RR R 2X$R DBL 14"(9-1/2"min.)ML(VIF) DBL 14"ML @16nOC MIN.7" 16"OC TAPER AND CUT AS RE - - DROP WALL PLATE DOWN 14"TJI110 @16"OC DBL 14"ML 14"TJII10 @16"OC 0 ; AS NEEDED FOR JOISTS AT DECK FRAMING LOCATION (3)2X8 GIRDER 1 1 I 1 I 1 1 1 I 1 I 1 1 I 6X6 ACQ POST WRAPPED w/ I 1 I VINYL TRIM I 1 1 1 0 1 1 1 1 3 1 I 1 1 1 1 3/4"SUBFLOOR ^ 1 1 5 4 DECKING DBL 2X8 FJ @t6"OC 3 4 SUBFLOOR 5 4 DECKING I 1 1 114 1 1/2 1 V4 (2)2X8 ACQ X6 AC 16"0 EXISTING 2X6 FJ 16"OC 2X6 FJ @16"OC 2X6 AC DECKING GIRDER a•. (2)2X8 ACQ GIRDER .4h BUILT UP ACQ 7 SI la 4 SX16 BLK BUILT UP ACQ L , 12"dia o " •, SILL PLATES OVER EXIST EXISTING EXITING SILL PLATES OVER • a = o- 12 dia TERMITE SHIELD, TERMITE SHIELD, -1 p PIER b,SILL SEAL PIER b. 1 PIER � O I/4 3 2 `'" . e,•.:, O SILL SEAL H; PP. P-.• "' DRAWN BYa MH ►• +''w . • •. ,., a a• vI e e 4 • ♦. vl s'w 3 24"X24"X12" IL a:• 0 24"X24"X12" - - - - 3 CONC.FTG �bti E ' CIS CONC.FTG 6/13/2025 J. NEW DUTCH A;a b- 11/2 11/4 II/4 11/4 11/2 11/2 WALL oi4 °:a wY SCALE: SEE PLAN 1 114 1 1/4 1 1/4 1114 1 1/4 •. OF E SINK LAv LA W.C. W.C. V' W.C. Av. I3. Q e'• D E f R '7' t 4 O� Av- 11/4 1114 3 2 2 3 1114 3 IV4 �� CROSS SECTION B s •� � z ead 2 :• 4 z SHEET NO■ ••� n�.o.i PLUMBING SCHEMATIC SCALE: 1/4" _ �' o" fp� • 24"XI2"CONC.FTG3 t1z (3)#4 CONT.BAR �Q o O� 3 SCALE: NOT TO SCALE A`��F 'SS NP�� 4 TO APROVED SLOPE" 114" PER FOOT PITCHTRAP N TO DRAIN 4 C.H. SEPTIC SYSTEM OUlSE 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. )�z •� M C H KING STUDS Design Services . CEND RAFTERWALL CRIPPLE STUDIr_,*�'�-�? HEADERWALL STUD www.mchdesignservices.com BOTTOM PLATE phone: (631)298-2250 RIDGE B ATHTUB LEDGER DOUBLE JOIST email: michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUNBER 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. ADS5 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 HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD 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 r r VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE ' FINISH WALL AND MOISTURE BLOCKING `�` 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING W V V V 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A 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 ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4" x 18 a. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" x 20 SOFFITED EAVE DETAIL 8" 12" RAFTER RT20 21-1 a. TYDOWN ANCHOR CONNECT TO [�] / g EACH RAFTER 1�1 ON ALL OPENINGS KEEP ROOFING NAILS OUT ` OF FLASHING V 2ND. FLOOR WALLop PP ' ROOFING LAPS BASE ' FLASHING 4 INCHES 0 W RAFTER \ BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING F-•� / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING P" (� SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT Z WOOD JOIST ^ —► f� aaa TOP PLATE w I GIRDER/HEADER SIDE WALL FLASHING W Z 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST �1 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM D AND RAKES D PROVIDE HEMMED EDGES SO RAFTERS A O RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION w 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED a ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ^ - %0 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS w ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DB L. SILL PLATE O I TERMITE SHIELD SUB FLOOR SILL GASKET WOOD JOISTS NEOPRENE ' TYP. CONC. FOUNDATION ( n CONC. SLAB 2x6. POLY BOLTED TO STEEL BEAM WITH GASKET ^,�\ / GRANULAR FILL • - V - ' 2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR ° I V STEEL COLUMN �\ ; 1/2 " DIA. BOLTS ® 48" o.c. STAG. �r CONC. SLAB `p - c'• a ROOF JACK '�� \` �� a STEEL BEAM �• e ^ o �,� u ANCHOR BOLT EMBEDMENT: ° POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL v COMPACT FILL ° =p r BLOCK WALL: 15" ROOFING LAPS TOP I TOP AND BOTTOM PLATE KEYWAY FOOTING V WITH 1/2" x 6" ANCHOR BOLT �, e • 3 �- CONC. FTG. p , a Q`p G p' r ^ SI ES IANDATOP �` ' L r USE WITH 3x3 SQUARE WASHERS 1/2" GROUT 4 ANCHOR BOLT CONNECTION (USP LB PS58 OR B P583) p REINFORCING BAR DRAIN TILE �' ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT i I i 3" STEEL COLUMN SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SLAB-ON-GRADE I I r SUBFLOOR CONC. SLAB 6X6 10/10 WWM GARAGE DOOR FRAME JOIST COMPACT FILL DOOR I G — USE 2X8 STEEL B EAM FOR BLOCKOUT an 4" SLAB ' P.T. PLATE W/ 6X6 WMM \ I SLOPE T 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR PACE < I ° " (WITH A NAILING PLATE IF NEEDED) AT END AND `r 7 1 2Z ° a e-°n ° e C,yS ES OF WOOD e ° a > • X lAL" OR HIGHER THAN DRAWN BY: M H GRADE , , , C. BEAMS �� p s �' e p •a ; ., STEEL BEAM TO LOW FOR SHRINKAGE �'o l�'� a a a - rtrt (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6/13/2025 ' 6X6 W.W.M. ,.Q -- a - - -"e Q-, C,• ° D =I I�=i I I " Q ," °e D " 0 I — IN12" 4 s r--SUB FLOOR MIN. � .nP eC '^ A% �'o n'� e `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM -Jl � � s e •6 q • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 11= D D " °e • • C REINFORCING BAR °e e _ o Ge,° u �D I l OIST SCALE: SEE PLAN DRAIN TILE ��1---� ° d 1 4 ° 4 ° 12" o d• SHEET METAL / 30# FELT UNDER BEAM AT POINT A • n STEEL E TYPICAL CONC. N40NOLITHIC FOUNDATION. REINFORCE WITH 2 4 REINFORCING BARS o•� ° 3„ OF CONTACT WITH CONCRETE OR CONC. BLOCK _mg: Sl_ITT_ i PLATE (�OLT ( ) # THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �� SHIMS TO LEVEL BEAM � ). DEF YD SHEET NO. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. c� 3" MINIMUM BEARING SURFACE FOR WOOD BEAM < GARAGE DOOR BLOCKOUT 7S ,� Os BEAM POCKET m W �Q �0. yeti c<,�C7 A��FESS1 NPv CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UN E N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 6 SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY 11 NONE - 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. MODERATE M n H SOIL COMPACTION: L 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# Design Services KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 www•mchdesi.qnservices.com RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE phone: FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. (631)298-2250 LEDGER RIDGE HEADER email: DECK AND COVERED PORCH NOTES: michael@mchdesignservices.com 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. � RAFTER JACK STUDS \`MD 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 JUSPNUMBERI DESCRIPTION I APPLICATION be 3 ft.below grade. STAIR RAILING LOCATION USP NUM13ERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"xl2"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 ALLOPENINGSIRT30RRT71 TYDOWN ANCHOR I 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 to girder(s). RAFTER 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. TOP PLATE TOP PLATE BALUSTERS RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater • ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. 1-IANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLAT RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION g EACH RAFTER than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL.DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD (• 7 EACH RAFTER V 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest w (�,� � 4 4"MAX. portion of the profile and achieve a depth of at least 5/16 �► r 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the A a GIRDER/HEADER 0profile.The required depth shall continue for at least 3/8 P 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 z GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a W �I maximum of 2-3/4 inches. Edges shall have a minimum `4 •,� JOIST POST/COLUMN 00 o radius of 0.01 inches. Pq i 1-4 ° ° POST/COLUMN NAILING SCHEDULE Z F—r ROOF SHEATHING: O GIRDER/HEADER A NAIL V JOINT DESCRIPTION QN SPACING NOTES � a POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL Bid PER TABLE 3.8 WFCM-SBC O SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN a to DEC ORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION �O JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST 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 NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ° .. STU PARALLEL RAFTER WFCM-SBC LAP NAIL `r BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE `...J OVER PARTITION WFCM-SBC LAP NAIL o =,L: '=""' COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM-SBC END NAIL ° WOOD JOIST - BLOCKING EACH TOE 2 Bd COMMON TO RAFTER END NAIL 3'�^:• •;�;y; RIM BOARD 2-16d COMMON EACH END LEDGER ;:rj! CONCRETE PIER TO RAFTER END NAIL ° GIRDER/HEADER I I ° WOOD JOIST E WOOD JOIST WALL FRAMING: °"'`a :1 L_ - . �.'• :� >" NAIL NAIL ' JOINT DESCRIPTION QTY. SPACING NOTES .. :�_• .:.{T:.. ;.� "• `"" FLUSH JOISTS WITH HEADER/GIRDER I -"4T........ DOUBLE 2x TOP PLATE TO PER "'tj 2-16d COMMO FACE NAIL - " ""'-= (MINIMUM) TOP PLATE FOOT CEILING JOIST t'O BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM INTERSECTIONS 4-16d COMMO EA.SIDE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD E I STUD TO 24" FACE REQUIRED•••-• ==I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2-16d COMMO (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PlE STUD O.G. NAIL FOR STU �, HEADER TO 16d COMMON 16"O.C. FACE f .......... FLASHING TUCKED UNDER I I' HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND E ___ I ...r PLATE TO STUD 3-16d COMMOP I PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. ° BOTTOM PLATE TO: i;; i----•--•THREADED ROD PER PIECE OF SIDING BELOW ' ' ; ; FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL END JOIST OR BLOCKING 1/2"DIA. LAG BOLTS W/WASHERS ?r•••. ••••••CNW COUPLER NUT x CONNECTED TO BLDG. @16"OC STRINGER -• �•,5 :'a POST 16"« I�" MINIMUM DECK FRAMING: ® (x)THRu- i "� ,,%" '� ..,,,END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES DRAWN BY: MH BOLTS ►.� `=• ;; "' ;�. QTY. SPACING PB44 POST a I .• ANCHOR "ela. _� :;L •. '• 4 . JOIST TO: PER TOE 4-8d COMMON PIER ! '"�. ...• M1NIMlM , SILL,TOP PLATE OR GIRDER JOIST NAIL 6/13/2025 o' D 16"TREAD • o f:- o n FLOOR FRAMING a° o ' o END NICE ° 2xJOISTS , '\.•:,edo: •• 12"x12"x12" y BRIDGING 2 -8d COMMONEACH TOE RA : , "< CONC.SLAB °,�4 '•r., �'' '' •ao?•' •' •ttih�'�'�'�• CONCRETE FOOTING TO JOIST END NAIL (AS REQ.) <4 ^":,,,; :_) .. c A v c A v BLOCKING EACH TOE SCALE: SEE PLAN BLOCKING FOR JOIST HANGER o' •o v ' 7O JOIST 2 -8d COMMONEND NAIL B'dia. n , DECK PIER BLOCKING TO: EACH E LAG BOLTS •,� e D V CONC. ° V' PER PLAN C 3'—O 4" ° PIER °' 3-16d COMMO • HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NA SHEET N O RIM JOIST/BD. o ' 0 99 �9v' SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH F E NEw Y INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION TO BEAM 3-16d COMMO JOIST DEfR,�O,A,f ■ LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER [T s 04 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMON JOIST DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR I APPLY TO EACH FOOTING BAND JOIST 3-16d COMMO PER WOD w TO JOIST JOIST L% BAND JOIST TO: PER 4 ° SILL OR TOP PLATE 2-16d COMMO FOOT T SSL NP\'� WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GEIqERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 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-1-tir SPACING NOTES 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) H_ TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 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 phone: hdesignserviees.com DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 hone: 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 UNINHABITABLE ATTICS NO STORAGE 10 p 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 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (RAFTERS GREATER THAN 3:12 PITCH l/180 (631)298-2250 ( ) NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 email: 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 ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS michaelmchdesinservices.com L/360 michael@mchdesignservices.com )SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK 80 CEILINGS(PLASTER,STUCCO) L/360 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 - 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 EACH TOE FIRE ESCAPES 40 CONCRETE WALLS(6"THICK) S5 CEILINGS (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( (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 g engaged p P WALL FRAMING: SLEEPING ROOMS 30 4). The designer has not been en a ed for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete LINTELS SUPPORTING MASONY WALLS) U600 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, imethods, 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 Q•1-1r 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 EXPOSURE CATAGORY (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 E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 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 - 16d 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 I 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 COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER 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 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. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES QTY. SPACING MODERATE SLIGHT TO abutting P j g JOIST TO: PER TOE 3). Provide 1/2" expansion joint material between concrete slabs and 2.4.4.2 and 2.2.4 respectively. 4 - 8d COMMON 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached 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 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. NOTES EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 3.5. BLOCKING TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 `4i poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: Q to be minimum 3-1/2' 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 BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12„ SEE NOTES: 1 ( BOTH FIELDS)O.C. � A 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 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 I� 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL H � 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES C/� Z 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 (� a 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, (� 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. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. W 2 - 16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 Fii FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F 'I' 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. A V 1). All framing techniiques and methods as prescriptive design of current SBC High Wind NAIL NAIL Edition Wood Framing Construction Manual. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Q.n, SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For w Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 44 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd 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 t0 be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS a Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 110 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. 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 all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O. . 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 GO and 2x6 wall openings between 511 and 8'9. Provide fire to s girder . NAIL NAIL g' ( ) JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING stalled with heavy duty galvinized hangers and 5). All flush beams/hieaders to be in 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall anchors where applicable to all connecting joists. PLUMBING NOTES PANELS WFCM - SBC be used. 7/16" OSB 6d COMMON 3"O.C. EDGE 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 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. WALLBOARD 5d COOLERS 10" O.0 . FIELD on plans. 3 For exterior panel siding, alvinized 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 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fy QTY. SPACING "SILL-AFF 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-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 6"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 COMMO 12"O.C. FIELD MIN.44(5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in OOr jO15tS NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 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 block•ig 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->ly 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 heaors. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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 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 sofloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. . Finished floor to be ins911ed ELECTRICAL N OTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists 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: I•IH 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 wallsand 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 builing 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. 6/13/2025 to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number Of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5),For the fireblocking of chimneys and fireplaces,as required by current N. . esidential Code.14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier c to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. SCALE: SEE PLAN 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 OF Nl;h,Y torch down type material over. and R315 of IRC. concrete to be pressure treated. Sill lates �. Cr. SHEET N O. 16). All sill plates and wood in contact with co p P EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP s' W AND BASES.USE WITH FLASHING CAPS TO COVER TOP A�Q�ESSI NPv