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Home My WebLink About53058-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY W'k 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#: 53058 Date: 06/10/2026 Permission is hereby granted to: Charles F Cain PO BOX 14 Mattituck, NY 11952 To: demolish an existing dwelling and an accessory garage and to construct asingle-family dwelling as applied for per5CHD approval with flood permit. Premises Located at: 3950 Camp Mineola Rd, Mattituck, NY 11952 SCTM# 123.-5-19 Pursuant to application dated 03/04/2026 and approved by the Building Inspector. To expire on 06/09/2028. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $1,978.50 Flood Permit $150.00 CO-RESIDENTIAL $100.00 fMOLITION $1,120.80 Total S3,r349.30 Building Inspector ................ TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 T lephorte "62 1 N P765-1002 rax -9.50'.2 I'AtLl e k .1,1 1 0 X, (631) 764 s ........................ ..................... Date Received III I T on APPLICA000100010N FOR BUILDING PEO"R M I N, For Office Use Only PERMIT NO. Building lnspector:— MAIR 4 202`6 Applications and forms must be filled out in their entirety. Incomplete annUcatil ions will not be accepted. Where the knplicant is not the owner.an Owner's Authorization form(Page 2)shall be completed. Date: OWN E NS)OF PROPERTY: Name: Al SCTM#1000- 0 Project Address: rc,0c, Y2-0 /41 C,4m rZ1,11 lwwww W, MIMMINN Phone#: 9�7 Email: r Mailing Address: ----- ......... ........ CONTACT PERSON: Name: Mailing Address: flo ) 35 .... ................— Phone#: 31 13 If 5 Email: i"Ll"I<r a, r c DESIGN PROFESSIONAL INFORMATION: Name.,same as above Mailing Address: Phone#: Email. ' CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DES IPTION OF PROPOSED CONSTRUCTION � New Structure OA,ddition F�Alteratjion F-IRepair nDemolition Estimated Cost of Project: Pi0rthe 0 v ,tof7-- Will'the lut be re-grade U-A"? Lr-'JYes R No Wi I I excess'fil 1"I be re r-ri oved fro rn p re rire ises? 19 T es LJ N U- ............... ................... ............. .......... ............................................. ....................................... ......... ...... PROPERTY INFORMATION Existing,1 se f property: cF4M r4 intended use of nrnperty: -1- o Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to V11 this property? EJYes I@ No IF YES, PROVIDE A COPY. 9 Ch�eck Box After Ileadhig: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPUCA"nON 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 promise-s and In building(s)for nee ary Inspections.Fake 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). MAuthorized Agent LJOwner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF � �, _ C..,-� being duly sworn, deposes and says that(s)he is the applicant ,I .................. V (Name of individual signing contract)above named, ISIhe is the (C6,ntract&/ �ent Corporate Over,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 w-111 be performed ii-I"Ll-he manner set forth in thle application file theircewith. Sworn before me this T ot qL A .day 0 20 POI ary Public TFACEY L. DWYER PROPERTY OWNER AUTHORIZA1110N NOTARY PUBLIC,STATE OF NtW YORK fflffl ", NO.01 DW6306900 (Where the applicant is not the owner) IJ I- 9V"IF0 IN SIJt'VQLK COIrl-Y JA ALOG'4 C residing at 4N Z t authorize M41 r4L 'o apply on do hereby my behalf to the Town of"outh,old Building Department for approval as described herein. Own er`s)4,gnatu re Date Print Owner's Name 2 .................. .......... C HITIECT MARK SCHWARTZ &ASSOCIATES C:i<N'`?c3�F�,;, :�tr�i�► Road• �l 13s�� 1:�:i• <c�Cti+�:��ic•, 1�� I i�1:i,a( 31.i"4.4 l 85 f ��t.r�1k��Yr��l�itc•�t.c��rr� June 10,2026 Southold Town Building Department 54375 Main Road Southold,New York 11971 Re: Cain.Property 3950 Camp Mineola Road Mattituck, NY To wham it may concernn. I have recently been on site and there is no gas service or propane tanks). Please contact this office with any questions you may have. Sincerely, G 4 i krr p, i II I I i �. " Mark Schwartz W" NIA. fl I !AO) f P V lµ J u 1�11 II Od I i r a. e e f 1412o2G CHA.RLES CAIN Service To. PO BOX 14 3950 CAMP MINEOLA RD MATTITUCK., NY 11952 MATTITUCK,NY 11952 Customer Project#:900000239424 Dear CHARLES CA IN: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811 prior performing any ground excavation or regrade activity. The call to the 811 Call � to Center must be done at least 2 business days prior to the start of the work and confirmation of utility g marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a Letter of demolition associated with natural ,gas service,whether or not your home or business uses natural gas. If y you have an questions regarding the above, please contact Building&Renovation Services y at 1-844-341-+6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli r� Building&Renovation Services PSEG-LI h Amok Amok k tTM �n,ESc,h,e compliance, Certificate Pr Ject Information Project Title: 3950 Camp Mineola Road Energy Code: 2025 Energy Conservation Construction Code of New York State Location: Mattituck,New York Construction Type: Single Family Project Type: New Construction Project Sub Type: None Conditioned Floor Area: 2495 ft2 Glazing Area: 18% Climate Zone: 4a(5331 HDD) Project No: 1853041 All Electric: false Is Renewable: false Has Battery: false Has Charger: false Has Heat Pump false Construction Site: Owner/Agent: Designer/Contractor: 3950 Camp Mineola Road Mattituck,NY 11952 Project Notes: Energy Credits Description Credits R408.2.9 Opaque walls 0.0 R408.2.2(2):High Performance Cooling(Option 1) 2.0 R408.2.4(1)Ductless or hydranic thermal distribution 7.0 R408.2.3(2)(b):Gas-fired instantaneous water heaters(Option 2) 6.0 NINE llilli�ilil NEI • '� err � Report Title: 3950 Camp Mineola Road Report Gate: 3/31/26, 4:47 PM 1 of 13 Envelope Assemblies Prop. Req. Assembly Gross Area or Cavity Cont. U_ U_ Prop. Req., Perimeter R.-Value R-Value Factor/ Factor/ UA UA F-Factor F-Factor Ceiling-Hotroof:Cathedral 1985 38.0 0.0 0.027 0.026 54 52 Ceiling Above grade walls:Wood 2589 27.0 0.0 0.051 0.060 106 125 Frame,16"o.c. Windows and glass doors: 468 0.300 0.270 140 126 Wood Frame SHGC:0.3 Front door:Solid Door 21 0.200 0.270 4 6 (under 50%glazing) Side door:Solid Door 21 0.200 0.270 4 6 (under 50%glazing) Crawl space wall:Solid 529 0.0 14.0 0.056 0.050 30 26 Concrete or Masonry Wall height:2.58 Insulation depth:2.58' Insulation position: Integral Insulation A a 0 I'!1'!1 i III I I'll 001! 1 wi�lil: 111ili mass=== 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. 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 2025 Energy Conservation Construction Code of New York State requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ,-Matthew,Lamay.-HERS Rater 3131126 Name -Title Signature Date Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 2 of 13 Inspection Checklist Energy Code:2025 Energy Conservation Construction Code of New York State Requirements:100%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference t©that table is provided. Pre-Inspection/Plan Review Section Plans Field # Verified Verified &Req-ID Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions 105.1, Construction drawings and n Complies 105.2 documentation demonstrate Does Not enek,r9,,y code compliance for the [PR1]1 am ply buOdIng envefope.Th,,ermal' envelope,,air barriers,energy Not credits,renewable energy,, Dservable battery storage,solar ready Not systems and energy compliance p path represented on plicable construction documents. 105.1, Construction drawings, and o Complies 105.2, docuryi,entation denionstrate gy 403.8 ener code compliance for P Does Not [PR3]1 light,f�ng and mechianicial 0 mply systeirs,-,Systerns serving r-1 Not multiple dwellin,g units must Observable demonstrate compliance with the IECC Commercial Provisions. Not Ppplicable 302.1, Y g Heatin and opoilt equirment Heating, eating: 0 Complies js size per lar is 403.7 Btu/hr tu/hr —1 Does Not [PR2]1 based on lioalds,catculated pe r AmplyACCAManuall other ietodsapprove �ore code official"', Cooling: Cooling+ Not 8 t u,th r Stall-tr Uservable Not LLLJ Pplicable Additional Comments/Assumptions: ---------- 1 [Fligh Impact(Tier 1) (Tier 3) 1, 2 Medium Impact(Tier 2) Low Impact Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 3 of 13 Foundation Inspection section Pi an(s Fle4d Verified Verifiet! Re,q,.ID Foundation Inspection Value Value CQ M"',P I I es? Comments/Assumptions 303.2 Conditioned basement wall 0 Complies [F05]1 insulation installed per Does Not manufacturer's instructions. Pomply PNot 3servable il rl Not pplicable 403-8, Systems,serving multiple 0 Complies [H 9 1, dWelling,units tbrnply with Sections C403 and C404 of the j n Does Not commercial code. i omply RNot servable PNot pplicable ................. 4,03.91.1 Heating systems installed for rj Complies [9,91,21? outdoor heating are radiant Systems con'trolledi by, Does Not occupancy sensing or timer amply switcih,� Not servable Not p plicable ..........—------- 0 401'9.2 Snow and ice-melting system Complies Exceation:Requirement 403-9.34' controls installed to shut off Does Not 4 is notpplicable. 03.9A, system when pavement P tZmperature>50F and no mply Precipitation or autornatic ED Not controls toshut of the system 1 Observable when outdoor temperature> 40F. Not Pplicable 303.2.1 A protective,,covering is 0 Complies Exception:Requirement [1`0111? installed to,protect expoSled Is not applicable. exterf6r Insulation,and extends P Does Not a minimum of 6 in.below grade. omply C]Not Observable PNot Pplicable ............. 402.2.9 Conditioned basement wall ft ft 0 Complies See the Envelope [F06]1 insulated in accordance with Does Not Assemblies table for Table R402.1.3 with insulation Pmpl values de th the minimum of 10 fty below grade or to the basement Not floor. observable PNot plicable Additional Comments/Assumptions: ---------------- 2 Medium Impact(Tier 2) 3 Tier 3) 1 High Impact(Tier 1) Low Impact(T Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 4 of 13 Framing / Rough-in Inspection Section Plans Field Framing/Rough-in Verified Verified &Req.1113 Inspection Value Value Complies? Comments/Assumptions 303.1.3 U-factors of fenestration Cam lies f� p A [FR4]1 products are determined in i accordance with the NFRC test P ply Does Not m procedure or taken from the default table. Not servableservable Not applicable 402.5.1.1 l Air barrier and thermal barrier 0 Complies [FR23]1 installed per manufacturer's instructions. P Does Not omply Not servable Not I pp licable 402.5.3 Fenestration that is not site built C3 Complies is listed and labeled as meeting [FR20]1 AAMA/WDMA/CSA 0 Does Not 1011,/1.5.2/A4,40f or has infiltration Co-mplyf'ratiles per NFRC 400 that do not xc Not e� eecl code limits. Pservable PNot plicable 402.5.4 I IC-rated recessed lighting '0 Complies [FR16]2 fixtures sealed at housing/interior finish and Does Not labeled to indicate<2.0 cfm Pomply leakage at 75 Pa. Not Q servable Not Applicable CD 403.4 HVAC piping conveying fluids ............ [FR17]2 above 105-F or chilled fluids R�= R Complies ❑Does Not below 55 OF are insulated to;:-R- 3. omply PNot servable PNot pl icab le 403.6 6 Automatic or gravity dampers 1 0 Complies (FR19]2 are installed on all outdoor air Does Not intakes and exhausts for mechanical ventilation systems. pomply Not Observable Not applicable ...... ........... ------- 403.6.1 Ventilation systems in climate Complies [FR30]2 zone 6 shall utilize heat or energy recovery with balanced Does Not ventilation and a sensible 1 0 P mply recovery efficiency(SRE)>= P Not 65%at 32 F. servable I Not Q p plicable Al 403.3.3 Supply and return ducts in attics CD Complies [FR12]1 insulated>=R-8 where duct is Does Not >=3 inches in diameter and >= R-6 where<3 inches. amply PNot servable Y PNot applicable ........... --—------------------- —------------ ........ ... ....................................................................................................................................................... ......................................................................... ........................... ..... ................. Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 5 of13 Section Plan's Field Framing,/Rough-in Verifted Verifled &Req#110 Infspertion Va"llue, VaWe Complies? Comments/Assumptions ......................................................... ......................................... 1 1 1 00 OWN@ ON NOW",_ 403.3.6 Ducts,air handlers and filter 0 Complies FR1311 boxes are sealed with Does Not joints/seams compliant with fPomply International Mechanical Code or International Residential Not Code,as applicable. 9servable L` P Not pplicable ;611111 0--.- 403.4.1 Protection of insulation on HVAC J 0 Complies [FR24]1 piping. Does Not Pomply inNot Ubservable PNot pplicable 4031.5.2 Hot watergpes are insulated to CD Complies [FRIO)z- I inch 0 insulation. R,= R1 Does Not Pomply Not servable PNot plicable 402.5.5 Air-sealed electrical and 1 0 complies [FA20112' communication boxes installed in flee thermal boundary of the Does Not Comply envelope sealed to limit Wr lea age between conditioned Not and w4conditioned spaces. 12servable PNot pplicable 403.3.1 Duct systems are desic in and 0 Complies [FR12]1 sized in accordance with ACCA Manual D based on HVAC sizing Does Not calculations in R403.7.Duct PO M p I y tems serving multiple Not S%Wselfing units is sized in aservable accordance with ASHRAE Handbook of Fundamentals, Not ACCA Manual D or an equivalent Ppplicable methodology. 403.3 Duct systems are desiqn and Complies ,I sized in accordance with ACCA [FR3111 Manual D.Duct systems serving Doer,Not Pom multiple dwelling units is sized ply in accordance with ASHRAE Not Handbook of Fundamentals, servable ACCA Manual D or an equivalent methodology. Not p plicable ............. 402.1, Door U-factor. Complies See the Envelope 402.4.4 . U_ U Assemblies table for ................ [FR111 Does Not values Pomply 12Not servable PNot plicable 402.1, Glazing U-factor(area-weighted _.... ........................................... 0 Complies See the Envelope U U 402.4.1, average). Assemblies table for 402.4.3, Po Does Not values 402.6 mply [FR2]1 n Not Mservable PNot pplicable Additional Comments/Assumptions: Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 6 of 13 1.............-.1 Hi, h Imact(Tier 1) 1 .2........................[Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 7 of 13 Insulation Inspe-ction Section plans Field Vetifie'd Vertfied i Req.I'D Insulation lnspectlon Value Value Co"'M;P11'es? Comments/Assumptions ............ 301.1 1,All installed insulation is labeled 0 Complies [IN1312 or the installed R-values Does Not I provided. comply Not servable PNot pplicable -------------- - --------------- 303.2 Wall insulation is installed per 0 Complies i[IN4]1 manufacturer's instructions. MomplyDoes Not 11 Not Rservable PPNot plicable 1402.1, Wall insulation R-value.If this is R= R=, 0 Complies See the Envelope 402.2.6, a mass wall with at least 1/2 of Does Not Assemblies table for the wall insulation on the wall ❑DWbod Wood Pomply values [IN3]1 exterior,the exterior insulation requirement applies(FR10). 0 Mass Mass Not 0 Steel 0 Steel Pservable PNot plicable 402.2.3, Wood attic knee walls or roof CD Complies 402.2.3.1 'trusses separating conditioned [IN14]1 space from unco,nditioned attic Does Not space,,comply Vith the Pomply insulation requirements, in,Table, QNot R402.1,3.Attic,knee walls; servable contain an air barrier between the conditioned and Not unconditioned space. Ppplicable Additional Comments/Assumptions: F, ........... Ni h Impact(Tier 1) 2 Medium Imeact(Tier 2) 13 .1 Low Impact(Tier 3) Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 8 of 13 Final Inspection Provisions Section Plans Field # Verified Verified &Req.1113 Final Inspection Provisions Value Value Complies? Comments/Assumptions 303.1.1.1, I Ceilinginsulation installed per Complies 303.2[F12]1 manufacturer's instructions. Blown insulation marked Does Not every 300 ft2, comply Jk IjNot Observable Not pplicable 1303.3 Manufacturer manuals for Complies [FI1 M8]3 echanical and water heating Does Not systems have been provided. comply P Not iJ servable PNot pplicable 403.1.2 j Heat pump stipplementary Complies Exception:Requirement is not applicable. [F110]2 heat controls preen f-71 Does Not suppliemental heat when heat ❑pump compressor can serve Comply 1he heating load. f n Not J1 Mservable PNot pplicable ------------------ '403.2 Hot water boilers have Complies '[F126]2 automatic outdoor setback 0 control to lower boiler water Does Not temperature based on outdoor Pmply temperature,indoor temperature or water QNat temperature sensing. servable PNot pplicable 403.3.6.1 Air handler leakage Complies [F124]1 designated by manufacturer I at<=2%of design air flow. Does Not Pomply RNot servable PNot plicable ............... 403.3.7 Ducts are pressure tested in Cj Complies [F127]1 accordance with Does Not ANEI/RESNET/ICC 380 or cfm/100 ft2 CfM/100 ft2 Pomply ASTME1554 to determine air leakage with either: Rough-in Not test:Total leakage measured observable with a pressure differential o f Not 0.1 inch w.g.across the system including the PPplicable manufacturer's air handler enclosure if installed at time of test.Postconstruction test: Total leaka, e measured with a pressure differential&01 inch mg.across the entire. system including the manufacturer's air handler enclosure. 403.3.8 Duct ti b Mess test result,of CD Complies [F14]1 <=4 Whi/1,00 ft2 across the .....................................J, system or<=3 cfm/100 ft'2 2 Does Not Without air hzndler @ 2,5'Pa[, cfm/100 ft2 cfm/100 ft2 Pomply Duct tightness<=8 C' fm/1001 Not ft2 for ducts within thermal i observable enve-lope.For,rough-In tiests'l, verification may,need t� OCICUT Not dUring,Framing Inspection. Ppplicable 403.5.1 Circulating service,hot water Complies [FIJJ]2 systetm,hive a,uitornatic or accessible manual controls. Does Not Po m p I y Not servable Not pp licable --—----___---- .............................. ................................ ............. ................ Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 9 of 13 Section Plans Fteld Verlfled� i Verffletd S? Req..,ID Final Inspection Provisions VAlue value comptle Comments/Assumptions 4,021.4, Vented attics with air �'O Complies [F'1,2,212' permeable insulation include Does Not baffle adjacent to soffit and PO 1 cave vents that extends over mply insulation. Not 12servable, PNot pplicable 408.2.2.1(2) Air conditioner installed with U Complies [F146]1 efficiency>=15.2 SEER2/12.0 EER2 for P Does Not ornply additional efficiency credit 0 Not servable PNot pplicab le ............ 408.2.3(2) Gas-fired instantaneous water Complies (b)[F[62]1 heater efficiency>=0.95 UEF for additional efficiency credit Does Not pomply E]Not O-bservable Ppp Not licable 402.5.1.3 Blower door test 50 Pa. ACH,50 ACH50 Complies [FI17]1 <=3.0 ACH50 in ermate Does Not Zones 4-5 and<=2.5 ACH50 in Climate Zones 6. amply PNot servable PNot pllcable 408.2.4(1) Ductless or hydronic system Complies [F171]1 installed and located within Does Not conditibried space for additional efficiency credit for Morriply additional efficiency credit # Not servable PpNot plicable 402.3 Radiant barriers comply with 0 complies 11 See the Envelope R. R ASTM C1313/CI313M and are IlAssemblies table for e installed in accordance with OWood 10 Wood 0 go s Not values ply ASTM C1743 0 Steel 0 Steel Not Uservable PNot licable '11 Programmable thermostats 0 Complies installed for control of primary 9,, heating and cooling systems n Does Not and in,itially,set by C-Omply manufacturer to code N o t specifications. servable Not pplicable Additional Comments/Assumptions: 1................. Hi_qh Impact(Tier 1) .............. 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 12 of 13 2025 Energy n CoInservatio Constructiloon, Code, of New York State Energy Efficiency Certificate Above-Grade Wall 27.00 Below-Grade Wall 14.00 Floor 0.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): ;Mrs, Window 0.30 0.30 Door 0.20 Skylight 0.00 Heating System: Cooling System: Water Heater: on----------- Name., Date: Comments: Report Title: 3950 Camp Mineola Road Report Date: 3/31/26, 4:47 PM 13 of 13 Kwmm 0 WO�fdt H IVAO�MdV A R*,IoVCl' W'Dif is s;w 0 Owl ra 9 9 Wfl W lYvW H O.A. .......... 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KPANSION CAI C 2.C�O 4h, CC) 'xis :RHEAD ELECTRIC Ln Q � T' 4 A fill =� � T P' .IC WATER SERVICE ] ' 3UC WATER SERVICE ' RHEAD ELECTRIC '3• '0 BE CONNECTED TO � � ��,, �. � E Q� p ln1�T R" � E¢G IN OF, P � C\N P+TR O� OGeO�4 SO'O E> 11�nne SUffolk Coun pill of Health Se rVices, Call (631) 852.*5754,9 48 hours in advance, to f[ W ...'[ I l I e insPection (s) im y s--/ REVISIONS: SITE DATA PROPERTY: 13,319.9 SF 0.31 ac ESTIMATED AREA OF ._13,000 SF GROUND DISTURBANCE: / \ EXCAVATION: 300 CY / \ FILL: 600 CY / /• \'\ N 85010'0"E _ _ _ _66.3 5' EXISTING:HO 1,83 6 SF: LOT COVERAGE: ® ® \ + 1, + + + TOP OF RETAINING WALL EL.5.3+ + + + + + + +3 "' +� / \ + + + + + + -+ F + + + + + + + + + . . + + + + o SOUTH PORCH: 19. SF + + + + + + + + + + + + + + + + + + + + + + + + + + +14.;Ip' ++ +' ,� + I -(� NORTH DECK: 319.3 SF + + + + + + + + + + + + + + + + + + + �-' + + + + + + + _ + -P OUTDOOR SHOWER: 17.7 SF + + + + + + + -+ + + + + + + + + + + ++ +.+ + + + + + + + ++ + + lQ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O . } + + + + + + + + + + + +/+ + + + + + + + + ++ + + DETATCHED GARAGE: 448.8 SF I TOTAL: 2,510.8 SF 18.9% V10 + + + + + + + + + + + + + + + + + + �t: + + + + + + + + + }+ + + m �! � \ + + + + + + + + + + + + + + + + + + + \ + + + + + + + + + + + + / M ;j + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + DW + I+ + + + IN + �TURE + N + n PROPOSED: AREA LOT COVERAGE: \ + + + + + + + + + + + + + + + . . + + + +' + + + + + QI1C+ + + \ + + + + + + + + + + + . . . + + + +\ + +/+ + + + + r�J^p A+G + + + + HOUSE: 1,726.5 SF + + + -+ + + + + + + + + + + + + + + + + + f��^ + + _• SOUTH PORCH: 66.7 SF ® ® ® + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - �• 1 ^� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - EAST LANDING: 25.E SF FFI w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NORTH DECK: 177.5 SF + + + } + + } + -+ + + + + + + + + + + + + + + } + + + + +- . . + + Q +- + + + + + + + -+ + +- + + + + + + + + + + + + + + + + +14,.0' ++ +- ,5.0' RELOCATED EX.GARAGE: 448.8 SF i ,3- + + + + . . . .. + + + + + + + + + + + + + + + + IN + + + + + + + to + + + + + + + + + + + + + + + + + + TOTAL: 2,445.3 SF 18.4% i I 2+ + + + + + + + + .J + + + FINISHED GRADE: EL 5.0 + + + + + + + + + + + + -I + + + + + + + + + P + + + + + + + + + + + + + + + + + + 0 i i Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + "0 +- + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + ++ + + + O 1 -1I PAUL BARYLSKI SCTM: + + + + + + + + + + + + + + + + + + + +- + + + + + + METES AND BOUNDS: 18.8' 21.60' ,�+ + + + + + + + + + + + + . . + + + q � 2,L � LAND SURVEYING 1000-123-5-19 + + } + + + + + BUILDING ENVELOPE O ,� T T -+-+ +-- + -1 + + + + + y DATE SURVEYED: ELEVATION REFRENCE: SOUTH SKYPLANE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I SEPTEMBER 22,2025 AV 8 O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PROPERTY ZONE: FLOOD ZO E: l + + + + +' + + + + + + + + + + + +� + + 4 + + + + + + + + + + + + + + > F-•-1 + D R-40 + + + + + + + + + + + I+ + TOP SOIL + I+ + + + + + + + + + + uj + + + + + + m GRADE EL. 3.6't + + + + + + + + + + l + + + +- + + + + + + + + + + + + + + + + + + L- + + + + + + + + + + + LOCATION + + + + + } + + + + + n- + + + + + + Ln -Nrs- O + + + +� + + + + + + + + + + + + + + + 3.0- + + + + O + + + + , MIXED LOAM EL + + + + + + + + + + + + +� + + + + . . ./ + + + + + * + + + + + W + .. + + + I SAND (OL) t + + +- + + + + + + + + -+ + + + + + + + + + + + + + + + + + + + + + } t n + + uj + + + + + + + + +�+ + + + + + + + + + + + + + O GRAYISH TEST POLE INFORMATION A A 1 h--1 IN + + + + rl + + + + + + -+ + + + + + + + + + + + + + + + + + + 24+1T + + + + + + + BROWN PROVIDED BY MCDONALD LOCATION: AREA: h--i + + + O'+ + + + + + + + + + +�+ + + + + + + + + + + +I tJJ + + + + + CLAYEY SAN L �sEOSERVICES ++ + + J- + + + + + + + + + + + + + + + + + + V + ++ + + + lSC� PROPERTY LOCATED AT PROPERTY: 13,319.9 SF + + + CL! + + + + + + + + + + + 1 + + 4- + + + + + + (2100+12.5/o Of 3,319.9 SF) + + + >+ + + + + + + -+ + + + + + + + + + + + + Z + + + + + + m WATER IN 3e50 CAMP MINEOLA ROAD 0 + + + -r- + + + + + + + + + + + + + + + + + + + I GRAYISH MATTITUCIG, NY 11e52. STORM WATER MANAGEMENT DETAILS z� o GFA PERMITTED: 2,515.0 SF +-2.8 ►LJ +/+ + +\ + + + +- + + + + + + + + + + + + + + + + + BROWN DATED 01-13-2026 + + + + + + + + + + + + + + + + + + + + + + + CLAYEY SAN L DEPTH OF TEST POLE 12.0't + V + + + + + +- + + +14�g + + + + + + + + + + + + + HIGHEST EXPECTED + + •Z t + DW + + + + + + + + + + m + + + + + EXISTING: 100%RUNOFF AT DRYWELL DRYWELL + ++ + �' + + + + + + + + + + + + + + + + + + + + + + WATER IN LOCATION: SF AREA: N Q^O/I�1��11 Q M I GROUNDWATER 1 STY HOUSE: 1683.E SF 2"RAIN PER HOUR PROVIDE: CAPACITY: Q•-) •-1 + +++ ++ + +�+ + + + � + + + + ++ ++ + + + + + + i + + + + + + + + + + +- + + + EXISTING GARAGE BROWN 1 STATEMENT: PROPOSED HOUSE: 2305 SF 333.5 CIF (2)8'dia.,4'deep 338 CIF TOTAL LIGHT -TEST HOLE SHOWS 17.74' + + + + + +-�-+ + + + + + + w + + + + �, + + I TO BE DEMOLISHED F� PROPOSED GARAGE: 400 SF 66.8 CF (1)B'dia.,2'deep 64.5 CIF + + + -(� + + + + + + } i-+Q PROPOSED 9.3' + + + + j + + + + + +� + + BROWN FINE EL GROUNDWATER PROPOSED: -F + + t + + + + + + + + N DECK + + + ao + +I + + + 02 + + _ 't ENCOUNTERED AT EL Olt CII + ++ + + + + + + + + ^PROPOSED + + + U.GARACt + + + O HEGW EL i't DUE TO TIDES 1ST.FLOOR: 1,726.5 SF + + + + + + + + + + + + + + + + 1 STORY + + + + + +OS+EL.J. + + + + WATER ENCOUNTERED 2ND. FLOOR: 788.2 SF t OGEE GUTTER-STANDARD 5" + 3.0- + + + + + + + + + + + + + + + + + + -+ ^ + + + + + + + + AT EL 0.1'! NOTES: + >'_ - + + + + + + + + f- + + + + + + + + + -+ ' S T I).A).DO NOT zJ + + + + + + + 02 + + 1 + + + + + + + I I TEST HOLE INFORMATION A).W NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. (� + + + + t + + + + OO+ ++ + + + } t + + + + i+ 4.$� 2).PREPARATION ' / A).CLEANSURFACE THOROUGHLY PRIOR TOINSTALLATION, O ++ + + + + i + + -� + ++ + + + -+, , N _ SCALE: NTS TOTAL GFA: 2,514.7 SF B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR .p. + + + + + + + + f- + -f 't + + 1 O 12.5 ( '7 ACHLEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. a 0 + + + + 19. } } + + +1 (h 16./' C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �1/_ METALS WITH PROTECTIVE BACKING PAINT. O Lu 13.5' ' -1-401 3.INSTALLATION: - V 1 'X5' A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. z 1 t DC, 7114.11 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1 a).COPPER V LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND U- 3.8 1 ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONC.APRON CONNECTORS. .J I 3.8 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL .o PROPOSED PROPOSED 2 STO R o >•: Q CONNECTION WATERTIGHT. {,/� WDLS TO BE 10'MIN. 4).PROTECTION: 1 FF EL 9.0/ Y FROM HOUSE A)PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 1 M Q B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 1 O 0 FBI 1$. 13.5' PROPOSED / \ 1--� 1 1 STORY WITH �•,J 1 DECK ABOVE I I DW ? (zl 4.3 , �•. ? w 7 o PROPOSED i rn f-1 1 STORY WITH 1 m DECK ABOVE 4.9' 21 8.3' ?), 4.9' 2�,1.0 ' 22.0' m 7 o ---- -- ---- - -- --- - -- -- -- -- ---- rn rn I 13.0' "' o ROPOSE O 1 --- - - --___ _ c6 PORCH°° PERVIOUS Or - °° \ 8.3' STONE > > C DRIVEWAY 1s'-o° � \ � -� �' 0 MAX. C. to C. � / \ T , 1 I" \ 4.3 I'CONCRETE 3.6 WASIy-BUT� 4.2 O z o GRADE m Z a < LL W I O J y` 6 rn I By L\N�' Q Ln v u f . --�N• FINISHED GRADE:EL 5.0 � m m 0 TAPER TO NATURAL GRADE AT PROPERTY LINES IN FRONT W `� X o cz Allcz 0 z 4� "a � cz LL TEST J 3.7 0 m PERSPECTIVE VIEWin I HOLE / u . TOP SOIL I 0 v U) 01CATION tt N cu E v ;36" MINIMUM 2 x 2 I / 3.6 CONS ABC IFENCE POST PROPOSED SANITARY SYSTEM DESIGNED BY OTHERS � `t�O WOVEN WIRE FENCE ILu (6x6 - 10/ 10 WWF) Z LL 3.5 / O�D36 u w �_ ' �A � O IFILTER CLOTH � N ` �.-- ' / AA11EO 0 CN 3, EMEr1� �`1v SHOP I �Y7 S`�� FENCE / CAE N G ,00 3.6 EMBED FILTER CLOTH RADF S 11 �, V PA4 MIN. 6 INTO GROUND 4 11 �o ]NOTE: N �a ]MAXIMUM DRAINAGE AREA 3'9 PROPOSED SITE PLAN SJ W ' 1/2 ACRE / 100 LINEAR FEET SCALE: 1" = 10'-0" SECTION DETAIL ` 4 DRAWN: MH/MS "; SCALE: SILT FENCE DETAILS > „ . ` `' JOB#: �� `''�'' � 3/3/2026 fa SHEET NUMBER: REVISIONS: 11 FIE] I I I 11L� I I I 1 1 1111 Ill , I In Ic Lj- ll Q Z — --- Q PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" Q W w 3 0 w r� U a �+ ct U UC 0 ca o, m o ca v V � - � — - ❑ rnV ~ °: Ll -2 F- d 11 1 1 1 1 11 11 1 1 1 1 11 1 11 1 1 1 1 1 1 TJ4TL�� I I I I I l� N DRAWN: MH/MS } SCALE: ► .{. s JOB#: E Lh LE �LE Ul LLU Ill PROPOSED EAST ELEVATION 2026 SHEET NUMBER: SCALE: 1/4" — 1'-0" QR?3 �► A- 1 REVISIONS: Tw --------- --- - ------- w DLLJ IIIIIII III IIITTTT III 117� I HIM FTF h� F--i Z -- ,-, - � w Q I ILF4 I III I 1 1 1 11 1 11111 1 11��4 PROPOSED NORTH( ELEVATION SCALE: 1/4" = V-0" w o �D a � o w � z U 1 " U � 0 rn M O o po u a� v 7 C!� N o w oos 1-14111 11 1 1 "LL L 1 cn U O d � N d 1 a � k;agcfic" ffi DRAWN: MH/MS ' SCALE: _!JD A-- - JOB#: PROPOSED WEST ELEVATION y 3/3/2026 SCALE: 1/4" = 1�-0" PW SHEET NUMBER: REVISIONS: B DUAL FUNCTION FLOOD AND VENTILATION VENT ' 1'-4 1/4" R/O r - - - - - - - - - - - - - - - - - , I I F - - - - - - - - - - - - - - - , I I I I _ _ _ _ _ _ _ _ ❑❑OD❑O❑00❑0❑❑❑❑❑oO❑0000❑0000 00❑❑❑❑❑Oo CLIP SLOTS USE TWO TOP F - - - - - - ' I I o❑0❑D❑ODODDO❑DOODO❑0❑DO❑DD❑ODOO❑D000000 AND TWO BOTTOM I I I I �Qg❑❑0000 Do orl000❑Ooga❑o❑oo❑D❑DDo Ocoo U 00000❑0D❑0 0❑o❑D❑ D❑Dao❑D❑o❑ �� 000 13'-61/2" 12'-61/2" 14'-9'/2" F - - - - - - - - - - - - , 19'-31A' I 5'-8'/211 ❑0000 10000 0 D❑❑OL� ODOO❑DOD❑❑ ❑000 D❑❑0 0000D00❑0❑0❑O0 gODDOD❑DOD pp0❑0❑O I I I 0O10 00000❑0❑0❑000 ❑00❑D❑❑❑O 0❑DD❑❑ 3 ' - - - „ ❑OODOD❑❑❑❑ODO❑OD❑ O p❑❑00❑❑O❑❑0❑❑❑D080 BEHIND THE RODENT SCREEN, LOUVERS lo '-0" 6'-43/a" F 6'-4 1 le /a -0 00O0000000 30000000 3 0❑OD❑000❑OD❑❑❑DODO I t 1 I I ❑OD❑❑❑00❑❑❑❑D❑❑❑OO❑❑0000D00❑❑DODOO❑❑ODD AUTOMATICALLY OPEN AND CLOSE WITH 8 1/4' ODpDoo❑❑D❑a❑❑❑❑❑❑❑0p0D 00❑a❑U❑000OO�j O❑ TEMPERATURE, NO ELECTRICITY IS NEEDED r=- - - - - - - -•----- - ----- --+----- I I I I I �DODOD❑D❑❑D O 0❑D❑D❑o❑❑o0❑D❑DO❑❑ 880 i i_ I I I I I R/o OOODO❑00$ ❑ODO❑O❑❑DOO❑❑00❑ OD © T(4)2X8 -- ----7 T(- 2X8 ACQ ----7 O I 1 I I ( LJ❑ULJ❑DO❑ D❑DDDDOO❑ ❑❑❑OD0000❑O ❑❑pp pppp F----- •--___ ___ I I I I I OODOO❑oD❑❑❑❑❑0❑❑ ❑ODO0 30 0❑❑O�Oa 000 12"dia. PIE I I I I 1 ❑DOD0000❑D❑ODOO�D I�00000 ❑D❑OD❑0❑❑OC7r1 o❑D❑D❑Do0D0❑OD❑ ❑❑❑D❑❑a❑oo❑❑D❑o❑ 2'X2'X1'FT I I I I I DODDOOOD❑00❑❑0❑ ❑D❑OODO❑❑DD00000❑00D0 3'BE(lY CAL) DE. FLCjOD V NT U030300 D❑❑0300 �UDUDOOg°o0°D°o°o°D°O❑°o°O°D°❑D°D°°Da°ua°o°°o°o z0 •.. t a.t •. e..A .d... ZD p --------------------- 1 00 1 v FLOAT SLOTS v ' to ' in I 00 0 0 ® _ N 4 4 ' � `O FIGURE 1 LEDGER BOARD TO BE FASTENDED ; a ; U v ; TO BUILDING WITH TIMBERLOK® j LL , FRONT VIEW a 1 SELF-COUNTERSINKING SCREWS ,--_--, BY OLYMPIC MANUFACTURING, � w R --4 � °I � •. ,. `_,' ' ' ,d.,w __a __,o_-_ 1 HURRI130ND GRIP t SEAL (2 SCREWS @ 32"O,C.)' 1 ^ J = 4 -1----------------------------------`---- --' 1 .,�� ,` �r-�l_=-gym D I ADHESIVE LOCATION Q• _ .. FLOOD VENT.' - I + I� -------- (FLANGE) ° ° a o' xxx-------- -------��tu• 33 1- lF Q W 0 •i u E -1 .II u o • u • (4)1-3/4X7-1/4 ML GIRDER x z-o"ACCESS----- '---- -- -- -- -- - -- -- -- -- -- - -R--' STEEL TE EPOST 6 FOUDATION AREA 1756 SF 9 'a _.o•_ d a _ D a 3 30' a .., , --a R $ ON 2'X2 X1'FTG IT . -_ -_ _ _______ _ - �� 16X8 FLOOD VENT = 200 SF ea � 4s o - - - - �- --- - ' k tee„-"-'�a 1 ..-..-._� '• 51-011 - -------------- - m --- �f , I: - ° - - -------- --- � � # � �, , 1 , �, I Orl © 1756 200 © ° l� I _ _ -FLOOD VENT a ;;, ; I P �', , , / = 9 VENTS REQUIRED ' k 1 d`(I�: I I, k' 13 �,'...r...,,..sL I ..�w:,�: r• - - - � T, _ -,- .1 �j�� / ----------------------------- ------ I' I LL _ P� :LL FLY W i 0 l 1 tr o ' A I' I I I I I '__--`-- --0 -" --- M`"µ ' 0 - .I I I�I' I_ I _ I I I LIPS INSTALLED: TWO ON V�+ � J •"""rc' "" 1 "' 1� 0 � ' � , 12X83ACOD1 nla d' O ° a w k k O ...� ` p m n ,, I I_, 1 I I I VENT o I- O Z O @116"OC N_ m u1 TOP TWO ON BOTTOM �� -----.---- k I I -_ I^ -iTi N I, I I 1 I I DOOR {� /J 1 y I v F- I III I I I I I I I V O 00 a F- VENT 12 MAX FROM 12"dia.PIER " rT, w' LL 13'-1/a" *I' 6'-31/q" r r4 h I _. i g 41 3 rl ,,i, i s n y. I Z' 2'X2'X1'FTG FRAME 6-3/a k 7 4/a 7-4/a i 7-0/a 7'-OS/" ! >; Y BELOW GRADE FINAL GRADE �O 1O -max_-« n - A a a ' I1 - -- e , ----• 0' (TYPICAL) - o I _ _ -' SMART VENT® OJ '3 I e f t(3)'1-3/4X7-1/4 ML GIRD R ° ti i r ' I I 1 j 1 , : ' r ..- -- ------ LL „ . 4 _ __________ �______-_ �, (3)11-3/4X7-1/4ML GIRDER J a ":;==- ------=1=- -- ------ -�___--=-=xx-- -- -- -- '- '- -- -- -- -- -- _ _ (3)1,3/4X7-1/4MLG_IRDEI'C -, - - , _ _ _ _ _ 1 _ _ `_ STEF�L TELEPOST __-_r__-STEE�TELEPOST HSS 3.5"-X'/a"dia. - - r' " I ' STE L TELEPOST _ -- --- ---- fu STE L TELEPOST- _---- - i___ DHSS 3.5-X !a.".dia, :_ I � - a ObJ'2 X2 Xl FTG-_ •-a �N 2 k2 Xl'FTG, ' a b 1 TUBE iTEEL ON --ON'2'X2'Xl'FTG I) v SMART VENT MODEL 154 ., 1 T `- y- TUBE SrfEEL-ON ---- `---ON 2'X2'Xl'FTG ' __a ; " __L�'X3'X1'FTG., L I I 1 -510 DUAL NCTION FLOOD AND VENTILATION VENT � 1 ' ------3'+b;X3•-6"Xl'FTG.. I , {3)#5 BAR e.w. ' 3 #5 BAR e.w. ; m a 1 O INSTALLATION INSTRUCTIONS: L REMOVE VENT DOOR FROM VENT FRAME. URN UPSIDE DOWN,ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) ,' Ln En O 2.PREPARE A CLEAN 16.25"WIDE BY 8.25"HIGH ROUGH OPENING(APPROX.1 BLOCK WIDE X 1 BLOCK HIGH) FOR EACH VENT. ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12"ABOVE THE FINISHED GRADE. ^ _ "' i •�' HSS 3.5"X'/a"dia. - `L u-I i 3.APPLY A BEAD OF HURRIBOND GRIP&SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT "M`I r FRAME. FIG.2 C ------------------------------- ----- .-r;w--. - -_w__. _mn ka _ „ r-• ; ;TUBE STEEL ON "- _ -' .. a °'R w ..� j ( ) •- -, v 4 , v ,v - P a ' ,T, '3'X3'Xl'FTG., x It '49 X (F)LUS14 ML a ' 4.INSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. -0 •v , 1 (3)#5 BAR e,w. O I = -, TTT 5.THE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME.COMPRESS THE BOTTOM TWO CLIPS �O/ ��,/y+1 ^n I1---' 1T M�/ I O :1' \Q• .• ^ `w. 1 = v � / r\,y�4•\ AND BEGIN SLIPPING THE FRAME INTO THE OPENING. ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE - ---------- ----------------------------, ; ', r \ - ® o Mo• ALLOW THEM TO DECOMPRESS. 1 6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH O THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL.x FLUSH O W W L, d•: ~ • e 1 7.RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK. z �',• 1 (HEARTH •; io 8.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR(WITH FLOAT PINS DOWN)AND FRONT(SMALL _., - _�'_. _ „w »- W,:_ , ' m ' ._____, SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. r� U (3)1-3/4X7-1/4 ML GIRC�ER a_-'_--_ i .i ° ' •-----• STEEL TELEPO T.-- ______ , (3)1�3/4X7-1/4 ML GIRDER _ -_-' I I I ;/ - 4 �`�0` 9.INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. -------------------'-- __ -c--------c-------------'--- -'-- '--- (3)�-3/4X7-1/4MLGIROER ON2X2'X1'F G / c .b. -------------- /4X ---------- ----------- - ----__'--------- - --- ------------- -- --J---------- -- ' I ' p _________________ _____----___ _ __=_ =_ __ , :`• 10.TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL STEL TELEPOST ' + HSS 3!5"X Ya"dia, i STEEL TELEPOST i STEEL TELEPOST STEL TELEPOST , ' D; 'A;,:`d ON'2'X2 Xl FTG ___'�3 X3'EXl FTGON `--- ` o UNLATCH THE DOOR FOR REMOVAL AND CLEANING. U k I 4 1 woo 1 p I ' Q ,° ; F 1 TJN 2'X2'Xl FTG C>N 2'X2 X1'FTG ON 2'X2'Xl FTG •-- -- DETAILED SPECIFICATIONS: w, 1 '(3)#5 BAR e,w. _ (2)14 ML MATERIAL:STAINLESS STEEL M FLUSH ; OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED 0 5' 10" 6'-31/a" 7'_[�3/q" ]'_G�3/q" 5'_111/z" 61-0" uJ '_13/q�± i UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG.NO POWER 10 L e / p _ 0 �A a O� 1 ° - REQUIRED G "o , V 4 v I `o INSTALLATION: ILL " I ', i i SECURED W/4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ.FT PER ' 0 VENT.VENTILATION:51 SQ.IN.PER VENT I I • 0 - - • _ ,• � _ I NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION p 4 p '. a •o - --___-_- , REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS 17 LEDGER BOARD TO BE FASTENDED " - - MANUFACTURE AND PRODUCT INFORMATION: ti FLOOD VENT TO BUILDING WITH TIMBERLOK® - ,' CONTACT:1-877-441-8368 WWW.SMARTVENT.COM -' I-'� _--- FLOOD VENT-- m N ° SELF-COUNTERS]N KING SCREWS `" O . BY OLYMPIC MANUFACTURING rn m MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY:FEMA,NF1P, ICC,&ASCE a 2r-33/a" 4'-101/2 2'-33/a" 13 r 1 " 3 11 X ^.. �-----v------------------ (2SCREWS@32"O.C.) 2-3/a 4-10/2 2-3/a SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24.14 ICC EVALUATION#ESR-2074 M �- g ' O 12"dia.PIER v O X 0 FLOOD VENT 2'X2'Xl'FTG � �^ P. V, +� to ------------------------------------- -' 3'BELOW GRADE X � N 00 t--4 (TYPICAL) -- '----' (3 2X8 ACQ GIRDER _- - I O it 2 N - U � I j r O" 6'-8" O" TOP OF FLOOR:EL.9.0 �, in 13-0 -0 9-6 - - - - - - - - - - - D0 r " r 1 r 11 r " r n go-oil IN W ' , 9-6 -O BOTTOM OF FLOOR:EL.7.8 _ -TOP OF FOUNDATION:EL.7.7 P-4 BOTTOM OF GIRDER:EL.7.2 I - - - - - -411- - - - - - I - - F - - - - - - - - - - - a _ _ _ _ _ I I TOP OF SLAB: EL.5.2 FLOOD VENT BASE FLOOD ELEVATION F - - - - - ' - - - - - EXISTING GRADE:EL.4.5+/-- - - - ,%GFxw(PROPOSED GRADE: EL.5.0' 3 " F EXISTING GRADE:EL.3.0 U BOTTOM OF FOOTING:EL4-e Z Q A cn PER SOIL TEST PERFORMED BY McDONALD GEOSCIENCE ON 1/13/2026, GENERAL CONTRACTOR SHALL HAVE SOIL TESTED PRIOR TO COMMENC ENT WATER IN GRAISH BROWN CLAYEY SAND(SC) BETWEEN EL.0.1 •-2.5 OF WORK. Q' BELOW GRADE.SOIL BEARING FOR THIS TYPE IS TYPICALLY 1500-3000psf. A GEOTECHNICAL EVALUATION SHALL BE DONE BY LICENSED GEOTECHNIICAL r NEW FILL TO BE CLEAN,NON-ORGANIC,AND COMPACTED TO 95% ENGINEER. ACT THE SOIL TESTING SHALL BE DONE IN LOCATION(S)OF PROPOSED HOUSE AND REPORT r E-N AT PROCTOR 2 LIFTS(TYSPICAL)AND TY(ASTM D TESTED FOR OMPAC COMPACTION AT COMPLETION. REVIEWED BY ARCHITECT FOR COMMENTS OR CHANGES TO FOUNDATION. W E PROJECT NORTH � PROPOSED FOUNDATION PLAN s U SCALE: 1/4" = 1'-0" � 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION PLAN PRIOR TO 7. SEE PLANS FOR FLOOD VENTS,REQUIRED,FOR INSTALLATION AS SHOWN. COMMENCEMENT OF ALL WORK AND SITE CLEARING. 8. INSTALL 2X6 ACQ SILL PLATE OVER FOUNDATION WALLS.SILL PLATES TO BE INSTALLED OVER 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY DESCREPENCIES,QUESTIONS, COP-R-TEX TERMITE SHIELD AND SILL SEAL. CHANGE OF MATERIALS,DESIGN CHANGES,etc PRIOR TO MAKING ALTERATIONS. 9. PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, DO NOT SCALE PLANS,VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A 3.PRIOR TO :A COMMENCEMENT OF WORK,GENERAL CONTRACTOR SHALL MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO Y INSPECT EXISTING SITE CONDITIONS RELATED TO THE PROJECT.EXISTING STRUCTURES BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ON THE PROPERTY TO BE DEMOLISHED AND DRIVEWAY TO BE REPLACED.VERIFY LOCATIONS 10.SEE MICROLAMS NOTED UNDER BEARING WALLS ABOVE. FILL VOID,BETWEEN FOR UNDERGROUND UTILITIES TO DETERMINE IF TEMPORARY CONNECTIONS,REPLACEMENT, JOISTS,AT POST/COLUMN LOCATIONS.DOUBLE UP JOISTS UNDER PARALLEL WALLS(1YPICAL). A ` , OR CONCERNS SHOUOLD BE ADDRESSED.NOTIFY OWNERS AND ARCHITECT WITH ANY 11.EVALUATE PROPOSED MECHANICALS,SUPPLY AND RETURN VENTS WITH INSTALLER AND WITH � p +��• �� CONCERNS OR QUESTIONS.SEE COMMENTS ON SECTIONS FOR BUILDING UP GRADE AROUND ARCHITECT AND OWNERS. HOUSE WITH GRADUAL SLOPE AWAY. *• h 4.PROVIDE A LATCHABLE HATCH OR DOOR AT NORTH SIDE OF HOUSE AS INDICATED.CONFIRM DRAWN: MH/MS LOCATION WITH OWNER PRIOR TO BUILDING FORMS. SCALE: 5.NEW FOUNDATION TO BE 8"THICK,SEE SECTIONS FOR BOTTOM OF FOOTINGS(EL.2.0),TOP 31 SCALE: OF OF WALL(EL 7.7)AND NEW FINISHED GRADE(EL.5.0)TOP OF FOUNDATION TO BE-2'-73/a° �k. 1 ;� �„w..� ;' JOB#: ' " ' 3/3/2026 ABOVE NEW GRADE(VIF).EXTERIOR OF FOUNDATION TO BE DAMPPROOFED PER N.Y.S. t RESIDENTIAL CODE WITH A BITUMINOUS COATING. � .�• �� SHEET NUMBER: 6.FOUNDATION WALLS TO HAVE 24"X8"CONCRETE(2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE(3)#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY)MINIMUM 3'BELOW FINAL GRADE.GC TO HAVE SOIL TESTED, M - PRIOR TO EXCAVATION,FOR CLAY AND/OR WATER(AS NOTED ON TEST HOLE DATA).REVIEW FINDINGS WITH ARCHITECT FOR POSSIBLE ENGINERED BEARING ALTERNATIVE. A- 3 REV TONS: A < g ❑ ------------------------------ ----- , 1 -------------------- --------- - 1 1 1 I 1 I I I 55-10'/2" 1 1 1 1 13'-6'/2" 12'-6'/2" 14'-91 11 1 I I 5-8/2 1 1 I I I 1 1 , 10'-0'/2" 3'-6" T-2�/2" 5'-411 1 5-5" ol 3'-911 5'-7'/2" 3 3 „ „ „ 7/ 4 7/a 2-9 2-111/2 I I I I I I 1 1 I 1 1 I I i I 1 1 I I 1 I 1 I I I (3)2X8 HDR DECK UTILITY , N ROOM 2X8 CJ Q16"OC 5.25 AM TW2632 PARALLAM 214 COLUMN -- ppp (3)2X8 HDR G536 12X8 CJ Q 16"OC i Z� 11 -2 (3)2X OHDR —_ -O 1-3/4 14 MLTLU B AM - _- TW2432 N r - ; i _ ' 5.25X5.25X1.8e DW — \ ' =N PARALLAM O r (3 X10 H R m D, HALF � ° � COLUMN = BATH F, e p w in ° 1l ° SEAT I 36"w LA UN[ Y , 64" O ROLL OUT ANT ' TW3046 - i PANTRY WALK-IN :LOSE L SHELVES 1-9L (3)2X8 HDR PRIMARY I KITCHEN 2'-6" ' Q N a t '-t° BATH 12, 1„ OI O 2'-4" ❑ V F.. V N 010 O I 1 1 1 r- MUDROOM ' I 36"X 60" in ' x =� , 11 WALK-IN � 14-4 � i ;17O lw^7 �/' _ z a CLOSET ' " I 2'-4" �"(2) 1-3/4XMML FLUSH BEAM UP a71 J 5 4/z (3) X6 __ (3)2X6 �T1 O O o -O d w �� POST I I , •I i I ' P IL6 ---- POST Fy-� 3.5X5.2 X1.8e 'I , , , I I I ----- `ryop CO Z Cn R PARALLAM I TI T>^ I i ; ; ; ; i O O I I I IIBM �xl z �n CO UMN LG ETI N (2)1-3/4X14 ML w/5/8"STEEL FFLUSH BE M-- - =.�T-0" 4%0" P- - - - - - - - - - - _ �o\ PRIMARY BEDROOM PARALLASX1.8e 3.5X5.25X1. e -- (2) 1-3/4X14 ML FLUSH EA -' I PA ALLAA --__�P_ 5.25X5.25X1.8e M z o I I COLUMN C LUMMMM PARALLAM 5'-t" 2'-]" 11 1 n °� COLUMN -� N M L 10-2 t-7 3-t 101-81/211 _O M y 5.25X5 2,5X1.8e I I = x PARALLAM 2 1 w/ 4 EEL 2'-6" I m N (3)2X8 HDR COLUMN LIVING DINING A S ...Ip 5.25X5.25X1.8e ii I EGRESS PARALLA -� O ^ Q � j Fn TW3046-2 30" o— X p! 0 X" 60- 31- _r4 ,__ COLUMN © O_an 0a- -1 , ,1 1 „ BATHVo. `"7-6/2 (j.QEv O I ^ 48"WOOD �D .- FIREPLACE V ri "1 13'-6/z" _ ------- -- �' __� ---- --t-- --'_Wl X7 ELf_U� BEAM--- ----------- -- ------ ---------------- \ _— - - v • J_J — M VO HS55XSX1Y. --- ;O Qw 0--- ----- ------ --- - ---�----------------2D---------- ---- " N ID =a TUBE STEEL _ V 0 5'0" COLUMN � ® O N Ln = 6'-011 o 0 0 0 M r W Q_ W p � V w� Ce O w V ,p o ° Q z ENTRY a � `T 2-1 _ 28'-101/z" z- v o _N ce J J \ W \ = 11 N v 9-3 - _711 1 9, 311 811 a ir1 r: O ao M c w 1 0 0 X v m T-0" - m 1-3/4X10-3/8+/- USH " _ t 5.25X5.25X1.8e o BEDROOM o. 2 It pJ (2)2X8 ACQ /3/4"STEEL PARALLAM r_q -- H S 5 51(1/4 P4050 �. ; P4050 COLUMN N v O In, T BE STEEL3.5X5.25X1.8e COLUMN PARALLAM 3 PARALLAM e O n, COLUMN " OPEN PORCH ;; COLUMN o o (3)2X10 HDR fi O a ' 11 X O EGRESS -0 09f. w TW3046-2 v +� E 11 ob lu zl Lo V .8 6'-0" 7'-0 it-Olt4'-9" 41-911 41.211 4'-2" 41-91, 41-9„ ol 0, v cJ GJ ol 13'-011 011 91-6" 1 -0' o w ✓ - ------------------ - 9-6 1^-V 421-411 - ------------------ - ❑ ❑ JIST. FLOOR 1756.0 sq ft. A <j, )B N Ew� N W E PROJECT NORTH PROPOSED 1ST. FLOOR PLAN s SCALE: W4" = F-01' V 1.GENERAL CONTRACTOR TO REQUEST/VERIFY LASTEST 6. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. USE 2X6 LSL 11.INTERIOR WALLS TO BE SHEETROCKED.TAPED,SPACKLED(2 COATS),AND CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF STUDS AT KITCHEN (EXTERIORAND AD101NIING INTERIOR).ALL WORK AND DEMOLITION. SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED,OWNER TO 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY 7. EXTERIOR SHEATHING TO BE 5/8"MINIMUW.EXTERIOR UNDERLAYMENT TO BE PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). HENRY BLUESKIN VP100 SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 12.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES a DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN HORIZONTALLY WITH TWF AIR BARRIER FLASHING.INSTALL PER INSTRUCTIONS WITH OWNERS PRIOR TO BUILDING.BATH FIXTURES TO BE SUPPLIED BY CHANGES,etc PRIOR TO MAKING ALTERATIONS. DO NOT SCALE PLANS, AND SPECIFICATIONS PER MANUFACTURE.IINSTALL HARDIE SHINGLE SIDING WITH OWNER AND INSTALLED BY GC. INSTALL BLOCKING BETWEEN STUDS IN VERIFY ANY DIMENSION OR MATERIALS WITH ARCHITECT FOR 8"CORNER BOARDS(SEE ELEVATIONS FOR B30ARD AND BATTEN USING HARDIE BOARDS. DESIGNATD LOCATIONS. CLARIFICATION AS NEEDED. B. NEW EXTERIOR OPENINGS TO BE ANDERSENV 400 SERIES LOW-E4 HIGH 13.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING 3.TYPICAL WALL/CEILING HEIGHT TO BE 9S S UNLESS OTHERWISE NOTED.SEE PERFORMANCE DUAL PANE UNITS WITH EM 400 SE COATING TO MEET THROUGHOUT HOUSE.REPLACE EXISTING ET NECESSARY TO CODE.ALL NEW � SECTIONS FOR DIFFERENT PLATE HEIGHTS SUPPORTING ROOF DECKS.BEDROOM CURRENT ENERGY CODE(U-VALUE MAX OF-0.27 AND SHGC MAXIMUM OF 0.40) DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. WING(WEST SIDE)WALL HEIGHT UNDER ROOF DECK TO BE ADJUSTED AS NECESSARY PROVIDE SCREENS AND HARDWARE.HARDWARE STYLE AND COLOR AS SELECTED *t ,� 14.INSULATION FOR WALLS,CEILING,FLOORS, EXTERIOR OPENINGS,etc TO (- 8'-5' VERIFY FINAL HEIGHTS IN FIELD. BY OWNERS..ALL UNITS TO HAVE EXTENSICJN JAMBS.REVIEW PLANS FOR UNITS MEET CURRENT NYS ENERY CODE(SEE SHT•A-8 FOR NEW REQUIREMENTS ,• ;' 4.ALL POST DRAWN: MH/MSS FOR NEW STRUCTURE TO INSTALL OVER FLUSH BEAMS,GIRDER, REQUIRING TEMPERED GLASS. FOR BUILDING ENVELOPE AND EXTERIOR OPENINGS.FLASH AND BATT WALLS(R30), SCALE: y�y. COLUMN w/SOLID BLOCKING OR DIRECT CONNECTION TO POST,OR 9. ALL EXTERIOR NEW OPENINGS TO BE PROVI'IDED WITH DEBRI-PROTECTION t �' SPRAY FOAM RAFTERS(IRED AND FLOOR CAN BE R30 INSULATION.GC SHALL BE JOB#: FOUNDATION WALLS BELOW. PANELS WITH NECESSARY HARDWARE,MARtKED FOR SPECIFIC LOCATIONS. RESPONSIBLE FOR REQUIRED MANUALS D,J.S,AND FOR ALL INSPECTIONS � f. �'>•.�,� 5.SUBFLOOR TO BE 3/4"T&G ADVANTECH. INSTALL WITH 10.GC TO REVIEW EXTERIOR WINDOWS AND DOORS SUPPLIER LIST WITH ARCHITECT INCLUDING BLOWER DOOR AND DUCTWORK TESTING REQUIRED. ?, > RING SHANK OR SCREW SHANK NAILS AND OR ADHESIVE PER PRIOR TO ORDERING, 3/3/2026 MANUFACTURE'S INSTRUCTIONS.VERIFY EXISTINGISTING SUBFLOOR IN FIELD. 15.GENERAL CONTRACTOR TO PROVIDE ON SITE MEETING WITH ELECTRICIAN AND + SHEET NUMBER: OWNERS TO DO WALK THROUGH AFTER COMPLETION OF FRAMING,PRIOR TO INSULATING WALLS. QF12 �.�►� A-4 REVISIONS: A � 6 29'-591/2" 12'-61/2" 4'-101/4" 8'-03/4" 11'-41/2 5'-6" TW3046-2 TW26 6 /TW3046-2 5W �Dr -A (3)2X8 HDR (3)2X8 HDR 36°xe0° (3)2X8 HDR 9'-10'r 21/2n SHOWER 10r-1" _ O Lu BATH uz v � 3'-4 0 ��\ RI - N ww LOFT Sol x � ROOF DECK BEDROOM N 11 N i 54 No. 3 -4" N ao T-4'/2't" m M 1'-11/2" 8'-1" 2'-0" x , 7n10 = N N f- — — — — — — — — — — 4'-0" V�T1 --) (4)2X10 GIRDER � -5? -- ---------- ------------- 5'-31/2" trl _ II 0 7 1/4 L HD o _ .� Ste . — . ZD � . . .— I -a (3)1-3/ 9-1/2 ML W/(2)3/8"STEEL FLUSH BEAM 1/2 WALL/BOOK SHELVES o0I � SHELVES \ i XO O O N z _ =N BEDROOM A o COVERED PORCH LIBRARY = d I000 NO. 4 CATHEDRAL w N ON 6"GAS a S32X10 FLUSH BEAM FIREPLACE a O O a W SHELVES A U (3)2X8 HDR (3)1-3/4X9)-1/4 MIL HDR (3)2XBIiDR LZJ 6" a' ivO V TW3046 FWG:80611R TW3452 I O w < U V1 L ^ 0 41-111/4" 10'-21/4" 9'-11" 4'-9" °i V w w o `✓ z o N N Z 29'-191/2" c I COVERED PORCH co o N I00 CATHEDRAL .- ICEILING I (4)2X10 GIRDER - -- -- -- ell 0 - - - - - - - - - - - - ROOF DECK w° rn o O X o -�3 4o U 00 v in a� N � w3 12'-61/2" 8'-81/411 1 9'-01/2" 83/a" 83/4' 83/4" 14' 0" ,29'-4" E=4 d 0 m A < E=m(,B 12ND FLOOR 755.7 sq ft. N V � d es PROJECT NORTH PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 11'-0" 1.GENERAL CONTRACTOR TO REQUEST/VERIFY LASTEST 6. EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 11.INTERIOR WALLS TO BE SHEETROCKED,TAPED,SPACKLED(2 COATS),AND CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF 7. EXTERIOR SHEATHING TO BE 5/8"MINIMUM. EXTERIOR UNIDERLAYMENT TO BE SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED.OWNER TO ALL WORK AND DEMOLITION. HENRY BLUESKIN VP100 SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY HORIZONTALLY WITH TWF AIR BARRIER FLASHING.INSTALLL PER INSTRUCTIONS 12.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN AND SPECIFICATIONS PER MANUFACTURE.INSTALL HARDIE SHINGLE SIDING WITH WITH OWNERS PRIOR TO BUILDING.BATH FIXTURES TO BE SUPPLIED BY CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, 8"CORNER BOARDS(SEE ELEVATIONS FOR BOARD AND BA7 TEN USING HARDIE BOARDS. OWNER AND INSTALLED BY GC.INSTALL BLOCKING BETWEEN STUDS IN VERIFY ANY DIMENSION OR MATERIALS WITH ARCHITECT FOR 8. NEW EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES LOW-E4 HIGH DESIGNATD LOCATIONS. CLARIFICATION AS NEEDED. PERFORMANCE DUAL PANE UNITS WITH HEATLOCK COATING TO MEET 13.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING 3.TYPICAL WALL/CEILING HEIGHT TO BE 8'-0"UNLESS OTHERWISE NOTED. CURRENT ENERGY CODE(U-VALUE MAX OF 0.27 AND SHGC MAXIMUM OF 0.40) THROUGHOUT HOUSE.REPLACE EXISTING AS NECESSARY TO CODE.ALL NEW DRAWN: MH/MS 4.ALL POSTS FOR NEW STRUCTURE TO INSTALL OVER FLUSH BEAMS,GIRDER, PROVIDE SCREENS AND HARDWARE.HARDWARE STYLE ANC COLOR AS SELECTED DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. . " SCALE: COLUMN W/SOLID BLOCKING OR DIRECT CONNECTION TO POST,OR BY OWNERS..ALL UNITS TO HAVE EXTENSION JAMBS.REVIEW PLANS FOR UNITS 14.INSULATION FOR WALLS,CEILING,FLOORS,EXTERIOR OPENINGS,etc TO ' 1, �d Q JOB#: FOUNDATION WALLS BELOW. REQUIRING TEMPERED GLASS. MEET CURRENT NYS ENERY CODE SEE SHT.A-8 FOR NEW REQUIREMENTS �•"�` ` ( ! 3/3/2026 5.SUBFLOOR TO BE 3/4"T&G ADVANTECH.INSTALL WITH 9.ALL EXTERIOR NEW OPENINGS TO BE PROVIDED WITH DEBMI-PROTECTION FOR BUILDING ENVELOPE AND EXTERIOR OPENINGS. FLASH AND BATT WALLS(R30), SHEET NUMBER: RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER PANELS WITH NECESSARY HARDWARE,MARKED FOR SPECIFIIC LOCATIONS. SPRAY FOAM RAFTERS(R49),AND FLOOR CAN BE R30 INSULATION.GC SHALL BE . . LOA MANUFACTURE'S INSTRUCTIONS.VERIFT EXISTING SUBFLOOR IN FIELD. 10.GC TO REVIEW EXTERIOR WINDOWS AND DOORS SUPPLIER'.LIST WITH ARCHITECT RESPONSIBLE FOR REQUIRED MANUALS D,J,S,AND FOR ALL INSPECTIONS PRIOR TO ORDERING. INCLUDING BLOWER DOOR AND DUCTWORK TESTING REQUIRED. A-5 15.GENERAL CONTRACTOR TO PROVIDE ON SITE MEETING WITH ELECTRICIAN AND OWNERS TO DO WALK THROUGH AFTER COMPLETION OF FRAMING,PRIOR TO INSULATING WALLS. REVISIONS: A � 6 •----8„OH(TYP) — ' ---------- ----------- ' 1ST. FLOOR_— ' ' ' - ' I 2X8 RR na,16"OC DECK "I I ' u 1 I ' i I 12 i I I 1 � N I 1 12 2X8 RR 16"OH (TYP) ' , I i---------_--___I ------------------- --------------- ------_ ---_,_ i •-- -----------------+ •-------------------------i ;----------------------------- , 1 O I }L 1 I 16"OH(TYP) I , — O -------------------------------- -------J 1 W _ ' ------------------ -------+ H ----------- — I I O o 2ND. FLOOR i i Z DECK I -----------------, `---- I 1 1ST. FLOOR o , , LANDINGne 12 0_1 rZ�� 1 12 ' Q 1 N I , 71 Eo1 ' M ' I ' 1 •-----' la r-'1 16"OH(TYP) R 1-3/4 X 14 ML RIDGE i ----------- --1 , - }.J I I C) 1 1 O 12 ' ; 1 1 1.3/4 X 14 ML RIDGE I 1 I i N X N OGEE GUTTER O ' ----------------------------------- --' � , II , 1 (TYPICAL)`- , , 2X4 BLOCKING m' ) II 11 a CH E&CB SOFFIT 1X8 FASCIA 1 1-3/4 X 11-7/8 ML RIDGE p O I ; , ,� I I D S-400 CORAVENT .� 12 ; I I SOFFIT VENT STRIP 1 l ; ; I 1 1 , �••,�"'� 5/4X8, 5/04 1 1 I I ' ' S' FREIZE BOARD `� O" ' ---------------------------- ------ ------------ --------"------------- --- a tJ --------------- ------------------- , ---------------------------- - ---- - X r I I I I / 'n 1 1 M M 1 I I I EXTERIOR x a ' ' i OPENING 1 '74J N V� 1 V �J) 1 1 0 O F lO �� 1 1 N to �\ `� 2X8 RR C@16"OC 17 �2X10 RR r116"OC ' --------- ----------- -- -- ----------------------- I SOFFIT vu"' ETAIL � I ---------------- ----------------- -- ------------------------ - ----- ----------- ----- ----------------------- - N N 16 OH(TYP) 16" OVERHANG (TYPICAL) UNLESS OTHERWISE NOTED) m , v u X Ln I I I I O C{] 1 O ,- 2ND. FLOOR DECK �z _ — z 1 1 .-o I , O I I 12 p I I a G w " 2 ® �w " I 1 KH I 1 �01 O 4J 00 ++ ui 1 1 N i t I i 1 I O CJ Ir 1 i-1 ------------- 5 �1 v 16"OH(TYP) a� v N � W Cr sp W u A B U) N N W E PROJECT NORTH PROPOSED ROOF PLAN SCALE: 1/4" = 1'-0)" s V x 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION 9.APPLY 2 COURSES OF ICE AND W/ATER BARRIER AROUND PERIMITER PLAN PRIOR TO COMMENCEMENT OF ALL WORK AND SITE (MIN. 3'FROM EXTERIOR WALL 1 OVER FINISHED SPACE).APPLY AT tea' CLEARING. VALLEYS AND INTERSECTIONS. 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY 11.DO NOT INSTALL UNDERLAYMEMIT ON WET/DAMP PLYWOOD!!? DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN SHEATHING MUST BE DRY AND CCLEAN PRIOR TO INSTALLING CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, UNDERLAYMENT.UNDERLAYMEYNT IS NOT TO BE LEFT EXPOSED TO VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. ELEMENTS AT END OF THE WORM DAY.COVER WITH HEAVY-DUTY 3.ROOFING TO BE GAF TIMBERLINE ASPHALT SHINGLES.COLOR AS TARP UNTIL ALL ROOFING IS CODMPLETE. SELECTED BY OWNERS. 10.USE MINIMUM 15#FELT UNDERUAYMENT(30#AT 4:12 PITCH ROOFS) ; 4.ROOF OVERHANGS TO BE 16"AT HIPS AND GABLES UNLESS OTHERWISE WITH ASPHALT ROOFING. , " '.. NOTED.INTERSECTION BETWEEN DECK AND 1ST.FLOOR ROOF TO BE 12.ASPHALT ROOFING TO BE GAF Ti IMBERLINE 50 YEAR SHINGLES.OWNERS uw DETERMINED AT TIME OF CONSTRUCTION.REVIEW WITH ARCHITECT TO DECIDE ON COLOR PRIOR TCO ORDERING AND INSTALL. `" A FLASHING AND NECESSARY WATER PROTECTION AT INTERSECTION. FASCIA AND RAKES TO BE 1X8 VIINYL.FREIZE BOARDS,USE 5/4 VINYL. 3.� s DRAWN: MH/MS S.ROOF OVERHANGS TO BE 16"AT HIPS AND GABLES UNLESS OTHERWISE 13.GUTTERS,DOWNSPOUTS,DRYWlELLS TO BE INSTALLED. SCALE: e �' ' 3 " trot p NOTED.INTERSECTION BETWEEN DECK AND 1ST.FLOOR ROOF TO BE 8• APPLY METAL DRIP EDGE OF AN)Y UNDERLAY ALONG RAKE EDGES AND C t�,4` JOB#: 6.APPLY MINIMUM 3/4"THICK FIR CDX SHEATHING OVER FRAMING. DIRECTLY TO THE DECK ALONG EAVES. ' �' 3/3/2026 7.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS ,� `� �, . +� SHEET NUMBER: (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, ' FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. A-6 REVISIONS: c O fV ASPHALT ROOFING w/ 2X10 FELT UNDERLAYMENT VALLEY PLATE OVER 3/4"CDX SHEATHING 1-3/4X11-7/8 2X10 RIDGE 12 ML RIDGE OL 2X8 RR @16110C 2 (3)2X10 2X8 CJ 16"OC (4)2X10 (4)2X10 w GIRDER GIRDER HARDIE SIDING w,HENRYS BLUESKIN BOARD.AND BATTON SIDING UNDERLAYMENT OVER 5/8"SHEATHING. AT 2ND). FLOOR PORCH(SEE ELEEVATIONS)OVER ' 3'h RAILING � � 3'h RAILING 2X8 ACQ @16"OC TAPER OVER EPDM (2)1-3/4X14 ML 6-1/4" 3/4 T&G SHEATHING 1-1/2" w/3/8"STEEL 6-1/4" 54DECKING I - - - - - - - - - - - +i TOP OF DECK O (2)1-3/4X14 ML @16"OC RIP,AT 1/4"PITCH 6„ - R - - - X FRAME DROP FOR OH ABOVE JOISTS t� - - wLu W z Z F--1 0 0 0 �a � u Q BEDROOM No. 2 z � Z O �J 0 IDLE o uk ___ I u 11 U3/4"SUBFLOOR _ 0° TOP OF FLOOR EL.9.0 ~ 14"TJIllO WOOD-I FJ @16"OC ( W ACCESS TOF Q WINDOW 2X6 ACQ SILL PLATE (3)1-3/4X7-1/4 (3)1-3/4X7-1//4 EL.7.7 SILL SEAL,TERMITE SHIELD ML GIRDER TELEPOST CRAWL SPACE TELEPOST ML GIRDER'. ^ •� (TYPICAL) (TYP) MID) N 6 2"PC SLAB(EL.5.2 .� GRADE EL:5.0 ►e r•,or d n PROPOSED GRADE EL:5.0 EXISTINGGRADEEL: -4.5 - - - - - - - - - - - - - - - - - - - - , i � o.• o•c. ►. 8"PC WALL d• i 2'X2'Xi'CONC. BOTTOM OF FTG EL.4.0 2'X2'Xl'CONC. � DAMPPROOF - _ - - - - - - - EXISTING GRADE ELL -3.0 � FOOTING OVER FOOTING OVER a •, COMPACTED COMPACTED BOTTOM OF FOOTING EL.2.0 ► r CLEAN FILL CLEAN FILL 24"X8"FTG, (3)#5 BARS GC TO VERIFY SOIL CONDIRTIONS PRIOR TO EXCAVATION CROSS SECTION A REVIEW WITH PRIOR ARCHITECT PRIOR TO CONSTRUCTION 4 SCALE: 1/4" - t-Ott (TEST HOLE LOCATION: (SC)CLAYEY SAND) ° o tt �D o o TOP OF FLOOR:EL.9.0 - _ - Z BOTTOM OF FLOOR: EL.7.8 _ _ � a - - -TOP OF FOUNDATION: EL. 7.7 FUU/7f,-V/&s BOTTOM OF GIRDER:EL.7.2 TV 4'jr ' \ U AE 6 v - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TOP OF SLAB:EL.5.2 FLOOD VENT BASE FLC)OD ELEVATION 1-3/4X14 (� ML RIDGE EXISTING GRADE: EL.4.5+/-- - - - PROPOSED GRADE:EL.5. 12 C% •�I�- - EXISTING G RADE�.3.0 BOTTOM OF FOOTING::EL{2 3 / O _ PER SOIL TEST PERFORMED BY McDONALD GEOSCIENCE ON 1/13/2026, GENERAL CONTRACTOR SHALL HAVE SOIL TESTED PRIOR TO COMMENCEMENT 11-1/4 ML RIDGE --- ASPHALT ROOFING w/ WATER IN GRAISH BROWN CLAYEY SAND(SC)BETWEEN EL.0.1--2.5 OF WORK. 2X8 DF#2 16"OC - _ FELT UNDERLAYMENT BELOW GRADE.SOIL BEARING FOR THIS TYPE IS TYPICALLY 1500-3000psf. A GEOTECHNICAL EVALUATION SHALL BE DONE BY LICENSED GEOTECHNICAL OVER 3/4"CDX SHEATHING NEW FILL TO BE CLEAN,NON-ORGANIC,AND COMPACTED TO 95% ENGINEER. 2X10 RR 4 PROCTOR DENSITY(ASTM D698 AND ASTM D 1557).COMPACT THE SOIL TESTING SHALL BE DONE IN LOCATIONI(S)OF PROPOSED HOUSE AND REPORT @16 OC '�! AT 12"LIFTS(TYPICAL)AND TESTED FOR COMPACTION AT COMPLETION. REVIEWED BY ARCHITECT FOR COMMENTS OR CHANGES TO FOUNDATION. N v ATTIC RR�,6,o v ° 2X4 GABLE ,ya 2X6 WALL C o Ln WALL(TYP) TO CEILING min..5/8"PTS OVER C1s C;� . 2X8 CJ @16"(OC (3)1-3/4X9-1/2 ML w/ 14 o '` (2)3/8"STEEL PLATES - - - - - - - � � w (4)2X10 GIRDER `2 � (BOX IN) _ 16"OH v � (TYP) LIBRARY N 0 i HARDIE SIDING w.HENRYS BLUESKIN v UNDERLAYMENT OVER 5/8"SHEATHING. c CJ m PORCH LOFT oo N 3'h RAILING w3 2X10 RIDGE 18"ML TAPER AS SHOWN W12X170 FOLLOW 1/4"PITCH FROM STEEL BEAM DECK TO INTERSECTIONN 4"SUBFLOOR 7�X 16aC WITH PORCH ROOF GIRDER 12 l4"TJI110 FJ @16"OC 14"T11110 FJ @16"OC7MMM 2 2 I 18" L 2X8 CJ @16''OC� W 1.3/4X74/4 NIL (2)21 MUD ROOM LAUN PANTRY 8 A Q w/3/4"STEEL TAPER 1/4"PITCH SOLID m (FLLIS WI H BOTTOM OF BLOCKING DRY / U (3)2X8 Jolsrs(VIF) tn TO OUTSIDE tn GIRDER 12X12 FG ' ' I COLUMN ,; UTILITY -1 N LIVING ROOM ROOM H 6X6 ACQ 3'h RAILING ii u 3/4"SUBFLOOR u Jill DECKING 2X8 ACQ DJ @16"OC 14"TJI110 @16"O 14"TJI110 @16"0 TREADS (3)2X8 ACQ TOF �,� (3) 7-1/4 ML (3) 7-1/4 ML 41 GIRDER EL 7 7 TS,, r GIRDER GIRDER (4) -1/4 ML GIRDER L ti" 12"dia CONC. y�;e 16"X8" TELEPOST TELEPOST FV 6 ,6„ PIER ,,�•� PILASTER .2 •� PROPOSED GRADE EL:5.0 PROPOSED GRADE EL:5.0 'o ►a I EXISTING GRADE EL: -4.5- - V - - - _ �•e ''� p'% - _ _ - -;a f' 8"PC WALL b., _ a: •��e DAMPPROOF •d Il BOTTOM OF FTG EL.4.0 2'X2'Xl' `C^'� ~ { l •A MIN.16"Xi2"PC a:. 2'X2'Xl' `^ ¢( DRAWN: MH/MS (n,P) � �� CONC.FTG. CONC.FTG. ••.. � - - - - - - - - EXISTING GRADE EL:--3.0 - - - - e•'0' • P�F • - _ - _ - _ - _ - _ - _ - - -BOTTOM OF FOOTING EL:2.0 SCALE: BOTTOM OF FOOTING EL:2.0- - - - - - 2'X2'Xl'CONC. 24"X8"FOOTING FOOTING (3)#5 REBAR GC TO VERIFY SOIL CONDIRTIONSt t• nl� � `«t �,� 5�'-`'� .y, JOB#: PRIOR TO EXCAVATION r" " 3/3/2026 REVIEW WITH ARCHITECT PRIOR TO CONSTRUCTION A SHEET NUMBER: CROSS SECTION B (TEST HOLE LOCATION: (SC)CLAYEY SAND) SCALE: 1/4 = 1 -0I A- 7 REVISIONS: 3 3 2025 [RE] Residential Energy Efficiency: Energy Conservation Construction Code of New York State R402.1.3 R-Value Alternative 411/4111/2 11/4Assemblies with an R-value of insulation materials equal to or greater than that specified in Table R402.1.3 shall be an alternative to the U-factor or F-factor in Table R402.1.2. SHO R [NY] TABLE R402.1.3 INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENT 2 11/4 3 C.O. CLIMATE ZONE 4 R-VALUE / FENESTRATION CLIMATE ZONE 4 R-VALUE / FENEST'RATION :] Vertical fenestration U-factor 0.27 Mass wall R-valu(Y 15/20 1 1/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/2fI 1 1/4 1 1/4 11/2 1II4Skylight U-factor 0.50 Floor R-valueh 30 or 19&7.5ci or 20ciW.C. V. W.C. LAV. SINK W.C. LAV. 13" D.W. W.M. F.A.I. SH ER rl�Lll ER Glazed vertical fenestration SHGC 0.40 Basement wall R-valueb- a 15ci or 19 or 13&5ci W 2 C.O.i 3 11/4 2 3 411114 1 1/4 C'O.12 3 1 1/4 C.O. 11/2 I C.O. Skylight SHGC 0.40 Unheated slab R-value & depths loci, 4 ft 3 3 3 3 Ceiling R-value 49 Heated slab R-value &depths R-10ci, 4 ft and R-101 full slab 4 SLOPE" 1/4"PER TO APROVED FOOT PITCH TO DRAIN — Insulation entirely above roof deck 30CI Crawl space wall R-valueb, a 15ci or 19 or 13&5ci Q 4"C.I. SEPTIC SYSTEM TRAP HOUSE 30 or PLUMBING SCHEMATIC Wood-framed wall R-valuee 20&5ci or SCALE: NOT TO SCALE 13&10ci or Z 0&20ci For SI: 1 foot = 304.8 mm. W NR = Not Required, ci = Continuous Insulation. Q a. R-values are minimums. U-factors and SHGC are maximums. Where insulation is installed in a cavity that is less than the label or design thickness of the insulation, the installed R-value of the insulation shall be not less than the R-value specified in the table. b. "5ci or 13" means R-5 continuous insulation (ci) on the interior or exterior surface of the wall or R-13 cavity 2„ insulation on the interior side of the wall. "10ci or 13" means R-10 continuous insulation (ci) on the interior or q� I I I�1 w a exterior surface of the wall or R-13 cavity insulation on the interior side of the wall. "15ci or 19 or 13&5ci" means o � � o 0 0 0 0 2" 0 0 0 0 2" ® 2 R-15 continuous insulation (ci) on the interior or exterior surface of the wall; or R-19 cavity insulation on the a �' � o � interior side of the wall; or R-13 cavity insulation on the interior of the wall in addition to R-5 continuous insulation 0 z on the interior or exterior surface of the wall. U ®® c. Slab insulation shall be installed in accordance with Section R402.2.10.1. �+ FASTENER TYPE: SPACING: -� No.8 ANCHOR WITH CD d. Reserved. V BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH ® I No.10 WOOD-SCREWS O ®® ® O M BASED ANCHOR.EMBEDMENTLEH 16"OC e. The first value is cavity insulation; the second value is continuous insulation. Therefore, as an example, "13&5" • 2in.EMBEDMENT LENGTH 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC means R-13 cavity insulation plus R-5 continuous insulation. 21n.EMBEDMENT LENGTH 99 f. Mass walls shall be in accordance with Section R402.2.6. The second R-value applies where more than 3/4"APA PLYWOOD half of the insulation is on the interior of the mass wall. 1/2"APA RATED SHEATHING SHEATHING GRADE(ALTERNATIVNE:7/16"O.S.B.) ®® g. A maximum U-factor of 0.30 shall apply in Climate Zones 5 and 6 to vertical fenestration products installed in �, N o � ® O RAAPARATEDSHEATHING GRADE PLYWOOD buildings located either, G O m Fri X . . (ALTERNATIVIVE:7/16"0.5.8.) ® O D ,r' " p o ®® a 1. Above 4,000 feet in elevation. w 5 O FASTENER TYPE: SPACING: U X4 DF#2 Lf1 v No.8 WOOD-SCREW STUDS 2. In windborne debris regions where protection of openings is required by Section R301.2.1.2 of the Residential v BASED ANCHOR WITH 10"OC Code of New York State. " WINDOW SILL 2In.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 NCHOR WOOD-SCREWBASED 12"OC cc ®® Lin U ^ ++ PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH v M " N E v THAN 4 FEET 1BASE AN HORWIT 30 or 19&7.5ci or 20ci" means R-30 cavity insulation alone or R-19 cavity insulation with R-7.5 continuous insulation or R-20 .0 w BASEMBEDMENTLEH 16"OC o o continuous insulation alone. tin.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: AND E UAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED Q TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC AND NUTS @ T-0"O.C. 2in.EMBEDMENT LENGTH No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC UV PANEL SPAN GREATER THAN 6 FEET 2in.EMBEDMENT LENGTH O AND EQUAL OR SMALLER 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL N 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 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. .1 r V!6'11 - Y DRAWN: MH/MS - r~ SCALE: � 8 ; a JOB#: X' 3/3/2026 SHEET NUMBER: '4 M'.. A-8 REVISIONS: 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. KING STUDS ENDWALL RAFTER o CRIPPLE STUD WALL STUD 0 " 0 BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL JACK STUDS RAFTER FLOOR USP NUMBER DEDC RIPTION APPLIC ATION 1ST. ADS5 HOOD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 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 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD W THROUGH—ROOF EXHAUST VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTOR CRICKET AT TOP—SIDE OF F--� RIM BOARD CHIMNEY VENTILATION CHANNEL W AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W n FOUNDATION SIDEWALL FLASHING � VENTILATION WOOD JOIST h—I TOP PLATE BLOCKING 1--•I FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTAC HED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST AND ,ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP / BETWEEN WALL FINISH AND ATTIC SHALL BE PROVIDED WITH A FASCIA FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING MINIMUM NET FREE VENTILATING AREA WALL STUD ) NOT LESS THAN 1/150 OF THE AREA OF GUTTER �( INSTALL 4'0" O.C. .' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER TI-� 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT M--d RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF /a INCH IN DIMENSION. 8" 14" LSTA30 JTCONTIN.�SOFFIT / EXT. PLYWOOD FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION W INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE ^ - 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO H ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYD�OWN ANCHOR EACH RAFTER INSTALL 4'0" O.C. ,• PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND / CONNECT TO ROOF VENTILATION / 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,� 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYD(OWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL OVER BEARING WALLS AND HEADERS ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W O 04 WOOD JOIST TOP PLATE O W GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST a.1ST. FLOOR WALL STfAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD ] FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION r o 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS �•/ LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS KEEP SHEATHING MIN. 1-1/2" RAFTER INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE P CONNECT EACH RIDGE VENT FOLDS OVER RIDGE TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOTP CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS LLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET v SUBFLOOR� - , WOOD JOISTS TYP. CONC. FOUNDATION A ` CONC. SLAB NEOPRENE DAMPPROOF EXTERIOR 6 MIL. POLY • GASKET V GRANULAR FILL 1� m G o V� ` 2x6 /2x8 CONTINUOUS WOOD PLATE 6MIL POLY ON EXTERIO)R I BOLTED TO STEEL BEAM WITH X m ° V STEEL COLUMN I �'r p 1/2 " DIA. BOLTS ® 48" o.c. STAG. ,°� ` , 4 CONC. SLAB - ° n \ ROOF JACK o `� c p �' STEEL B EAM Z v ' ANNCHOR BOLT EMBEDMENT: `� ,a v � y COMPACT FILL o ,q b I PCOURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL 9 r. ' ° '� D BILOCK WALL: 15" y 3 p ROOFING LAPS o cd V ° ° n FLASHING AT ` TOP AND BOTTOM PLATE � V M KEYWAY FOOTING c /� �1,^ ` ^ 4 ] WITH 1/2" x 6" ANCHOR BOLT y ANCHOR BOLT CONNECTION USE NNITH 3x3 SQUARE WASHERS � U m CONC. FTG. •p �q G p' SIDES AND TOP � ^ c u 1 2" GROUT rn 1 � REINFORCING BAR Qej e ° (UJSP LBPS58 OR BP583) `� / �, " � ' N y tt10 Qj DRAIN TILE A§Aqp ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN a SUPPORTING MAXIMUM SPACING FLASHING LAPS I I ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ' CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING, MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING co ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC WA SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL U O CONC. SLAB I �— SUB FLOOR m 6X6 10/10 WWM I DOORFRAME COMPACT FILL , GARAGE �_ DOOR JOIST 01 USE 2X8 STEEL BEAM N ' I FOR B LOC KOUT " 4" SLAB 3Q P.T. PLATE ` \ W/ 6X6 WMM ,� I OPE 4LDRIVEWAY 1/2" AIR S ACE Q �1 e o —® NOTCH JOIST AND ADJUST HEIGHT • - - �''a'' AT END AND ,, '7 1 2" , (WITH A NAILING PLATE IF NEEDED) C,2='p ES OF WOOD p e ° s ° . ° e n ,° TO BE APROX. 1/2" OR HIGHER THAN GRADE ° ,""n""'-«"-"� n Q ° Q ° Q C�%'� BEAMS �� D D D n L AM T ALLOW FOR SHRINKAGE STEEL BEAM 0 ,q ,.d•'q �'" _ _ C - n p n ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �, 6X6 W.W.M. I,r _ n _ _ �p _ 12" a a MIN. ` ,o p /� i o `NOTCH BEAM FOR MUDSILL IFF REQUIRED -- MAXIMUM _ ' q q o I —�T SUB FLOOR •� Q • REINFORCING BAR o. NOTCH EQUALS 1/4 DEPTH COF BEAM n � �a° �c uo III=111 �—JOIST REINFORCING BAR , DRAIN TILE ��•�—►� 12" o d e SHEET METAL / 30# FELT U%DER BEAM AT POINT 'n STEEL BEAM ' OF CONTACT WITH CONCRETFE OR CONC. BLOCK I —✓l�_I I—ITI—ITf�lii= II" ► TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. a^ e an 3„ SHIMS TO LEVEL BEAM - PLATE (BOLTED TO BI �ur► + ,'��• ' A REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. le 3" MINIMUM BEARING SURFACE FOR WOOD BEAM I / ' GARAGE DOOR B LOC KOUT DRAWN: MH MS BEAM POC KET � SCALE: ,} n,' JOB#: rt #, 3/3/2026 �I ► SHEET NUMBER: OF A-9 REVISIONS: CODE: 2025 IRC, 2025 NXS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING C ODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD ' N SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS 1 N AND CONSTRUCTION DETAIL DRAVE! LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED V�llND LOAD PATH CONNECT OMODERATE SLIGHT TO _ 20 PSF 130 B SEVERE 3 FT. 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 MAXIMIUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# 4" MAX. 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. I I 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 4" DIA. MAXIMUM CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. RAFTER LEDGER HEADER RIDGE 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. Z RAFTER JACK STUDS 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 m 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"xl2"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 be 3 ft. below grade. RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION w STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER,/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER,/LEDGER ALL OPENINGS RT30RRT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashingshall be installed between the building and ledger. Lapping u the sheathing g g PP� g P g O and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. W RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored rT� HANDF2AIL5 to girder(s). w^ RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Q 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal r POST for any contact with ACQ. TOP PLATE �f ` TOP PLATE TT^�� .J BALLUSTERS RIM/DECK JOIST ED o HANDRAIL NOTES: WALL STUD WALL STUD o All required handrails shall be of one of the following types OPEN BALUSTER ATTACHED TO WALL or provided equivalent graspability. w^^ H RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATIcON outside diameter of at least 1-1/4 inches not greater than 2 inches. if the handrail is not circular it shall have a ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDG�RIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RT15 TYDOWN ANCHOR CONNECT[EACH perimeter dimension of at least 4 inches and not greater CONNECT TO RAFTER TO FPLATE POST-TO-DECK CONNECTION than 6-1/4 inches with a maximum cross section of SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT(OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS A dimension of 2-1/4 inches. CROSS SECTIONAL DIMEINSION, OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EAC:H STUD PROVIDE AN EQUIVALEN4T GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shalt 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 port at least 4"MAX. inch'on of the with n7/8 Inchprofile below achieve the widest portion 5/16 n of the profile.The required depth shall continue for at least 3/8 4" DIA.MAXIMUIM GIRDER/HEADER 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 handrail above the recess shall be 1-1/4 inches to a O GIRDER/HEADER O W �1 a maximum of 2-3/4 inches. Edges shall have a minimum M�•I ° c radius of 0.01 inches. I-�••t Z JOIST POST/COLUMN ° o a 0 POST/COLUMN NAILING SCHEDULE Q O ROOF SHEATHING: �•/ `� GIRDER/HEADER JOINT DESCRIPTION NAIL. NAIL NOTES M QTY SPACING POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 STRUCTURAL PANEL 8d WFCM-SBC LOCATION USP NUMBER DESCRIPTION APPLICATION SPLICED JOISTS OVER HEADER/GIRDER 44 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO, EACH COLUMN DEC PORCH RZAILING 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 HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO,EACH COLUMN QTY USE MIN. (2) 1/2"DIA. GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION SPACING NAIL NOTES JOIST TO GIRDER/HEADER1 ANCHOR CONNECT TO EACH JOIST RAFTER TO 8'WALL: 3-8d COMMON EACH CD TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL o CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE NAIL cmn, ° TO TOP PLATE 10'WALL:4-8d COMMO JOIST ON CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o pm m °1 ... � STU PARALLEL RAFTER WFCM-SBC LAP NAIL O C\ v o o " ,�-"'r; BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE GIRDER OVER PARTITION WFCM-SBC LAP NAIL W. .. U) W COLLAR TIE AS PER TABLE 3.4 EACH FACE °' i;t1. p TO RAFTER WFCM SBC END NAIL 0 BLOCKING EACH TOE p 2 8d COMMON `� •� � -� "�� o WOOD JOIST TO RAFTER END NAIL U) U Cl) .•�° ;. `: V �, RIM BOARD EACH END U') It :. TO RAFTER 2 -16d COMMON END NAIL N v CONCRETE PIER LEDGER GIRDER/HEADER WOOD JOIST WOOD JOIST ;; WALL FRAMING: �,>.....>' J.,;'.:;.::`. ;� .. ,' •, NAIL NAIL .•- 1�:-- JOINT DESCRIPTION NOTES ., _ . :{T:...,. :.�• QTY. SPACING.. TOP PLATE TO PER FLUSH JOISTS WITH HEADER GIRDER • "4 DOUBLE 2x 2-16d COMMO FACE NAIL / 1..:::: TOP PLATE FOOT W �(�" -- -- t7 -� (MINIMUM) CEILING JOIST TO BLIDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I HEADER/GIRDER-TO POST CONNECTION FOR HEADER 4-16d COMMO TOP PLATES AT JOINTS FACE THE PROPER STEEL CONNECTOR. i I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION THE EA. SIDE NAIL U LEDGER TO BE CONNECTED TO BLDG.- USING 1/2"DIA. BOLTS @16"OC WITH WASHERS IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. ROD ? I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD 2 -16d COMMO O.C. NAIL REQUIRED.......:....:::>•l I FOR STU -,.'.�.-••••"'� (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE 16"O.C. FACE HEADER TO � 1' ..... HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END N FLASHING TUCKED UNDER l PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL TOP PIECE OF SIDING AND BOTTOM PLATE TO: LAPPED OVER FIRST CONTIN, S:; THREADED RODFLOOR JOIST, BAND JOIST, 2-16d COMMO FOOTFAKE NAIL PIECE OF SIDING BELOW END JOIST OR BLOCKING CNW COUPLERZ NUT V 1/2" DIA. LAG BOLTS W/WASHERS POST DECK FRAMING: x CONNECTED TO BLDG. @16"OC SPRINGER r �;V MIINIMUM f,. >ji ` ::::� NAIL NAILES @16" c t "' END) DISTANCE QTY. SPACING (2)THRU- w •�'� ,. _ . . :> JOINT DESCRIPTION 1`1 BOLTS I :1, ,��• ' SILL,TOP GATE OR GIRDER 4 8d COMMONIST TO: PER TOE a JOIST NAIL ANCHOR "dia ! ; '^.,+� ... MINIIMgM sD ^ BRIDGINGEACH TOE PIER 16"TREAD V �• 2 -8d COMMON FLOOR FRAMING 2x JOISTS ° d END(atISTANCE 12"x12"x12" V v O JOIST END NAIL GRADE . �'4 ••�•1'•�., �'' •0�1 r�'t•'s�'r•r CONCRETE FOOTING > ° CONC.SLAB CONCRETE...•. .•d•) �•:.� ^V 2 -8d COMMONEACH TC s. BLOCKING a ( Q•) a, TO JOIST END NA BLOCKING FOR ` > v BLOCKING TO: EACH TC JOIST HANGER ��' s"dia. 0 DECK PIER 3 16d COMMO R LAG BOLTS ° HOLLOW COLUMN UPLIFT '�' w DRAWN: MH/MS ° ? CONC. V° PER PLAN SILL OR TOP PLATE BLOCK NA V A '� e 0 3'—D 4� PIER 9" SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FA( RIM JOIST/BD. ° r D' °`49 9 DECK POST FTG. CONNECTION 3 - 16d COMMO < +� . SCALE: TO BEAM JOIST NA � -, . a 9• •,4 INSTALL AS PER MANUFACTURE'S RECOMENDAT-IONS 5 JOB#: 3 e b a LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TC " V TO BEAM -8d COMMO JOIST NA�.., . � � .�,�,- 3/3/2026 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING ` SHEET NUMBER: DECK/PORCH LEDGER CONNECTION DEC 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 _16d COMMO PER EN TO JOIST JOIST NA Q� BAND JOIST TO: PER <s-► ��y� SILL OR TOP PLATE 2-16d COMMOr I I FOOT TOE 1 .... A-10 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: G E 'J"N" E RA L N OT E S_ 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION RESIDENTIAL DTIAL WELLING1-1/4 x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALIL: 3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WAL.L: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within thus set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALIL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2025 IRC, 2025 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'WAL.L: 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 State building codes. The Getneral 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 PIER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.4 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and proccedures 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 I NAIL UNINHABITABLE ATTICS (NO STORAGE) 10 ROOF AND CEILING ASSEMBLIES 15 RAFTERS GREATER THAN 3:12 PITCH L/180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PIER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is; responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: , ATTICS WITH FIXED STAIRS FLOORS U360 meets current federal, state, (count 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 PIER TABLE 3.4 EACH FACE INTERIOR (LIGHT FRAME)WOOD WALLS 10 Y g p TO RAFTER VWFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 INTERIOR(LIGHT FRAME) STEEL WALLS 5 CEILINGS (PLASTER, STUCCO) U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the FIRE ESCAPES 40 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 SIP WALLS t0 CEILINGS (GYPSUM) L/240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 MASONRY WALLS (8"THICK) 80 ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 CONCRETE WALLS (6"THICK) 85 EXTERIOR WALLS (PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END PASSANGER VEHICLES 50 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 116d COMMON END NAIL FLOOR ASSEMBLIES 10 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 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs 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, method, 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 R301.2 4 20 w 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 TO 2 - 16d COMMON PER 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 a 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE O INTERSECTIONS - 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 w 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•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. HEADER attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION W 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 R 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 ALONG EDGES NAIL Q in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Q 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2025 ENERGY CONSERVATION CONSTRUCTION CODE NYS IECC 2024 Z 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: PRESCRIPTION CODE [RE] R402.1.3, R402.2.10.1 Type FOUNDATION NOTES: q BOTTOM PLATE TO: T e II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate riate FLOOR JOIST, BAND JOIST, 2 - 16d COMMO PER FACE NAIL length adjustment factors in table 3.16. END JOIST BLOCKING FOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Z 1). The General Contractor and Mason to review plans, elevations, details and notes to FLOOR FRAMING:1 N�G. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R3 E F determine intended heights of finished floor(s) above typical grade. I.--{ 7 . INTERIOR SHEARWALL CONNECTIONS: WIND DESIGN SUBJECT DAMAGE FROM Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when GROUND SEISMIC ICE BARRIER AIR MEAN SPECIAL FROST FLOOD g P p NAIL NAIL SNOW SPEED TOPOGRAPHIC WINDBORNE DESIGN UNDERLAYMENT FREEZING ANNUAL 2). All footings to rest on undisturbed (virgin) soil. WIND WEATHERING LINE TERMITE HAZARDS interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES LOAD (MPH) EFFECTS DEBRIS ZONE CATEGORY REQUIRED INDEX TEMP QTY. SPACING REGION DEPTH 2.4.4.2 and 2.2.4 respectively. 20 130 C B Severe 3 Moderate-Heavy None 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE concrete or masonry walls oc:curing in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL be installed with #5 re-bar, 118" longat 12" o.c.. Use approved epoxy for installation. NAIL SPACING NAIL SPACING AT INTERMEDIATE pP p Y 3.5. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, fall slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES: 1 9 . CATHEDRAL CEILING ASSEMBLY: ,3 poured on 4 inch thick sand nor gravel fill with 6x6 wire mesh reinforcing. Interior slabs )to be minimum 3-1/2 inch thiick. 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 @ @ SEE NOTES: 1 ( BOTH (FIELDS) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL INTERIOR ZONE 8d COMMON 6 O. . 8d COMMON 12 O.C. 6 maximum lifts (layers). P P g 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 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 8x16 cast iron foundation vent for every 150 sq. ft. of area. w DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundationTO BEAM JOIST NAIL with bituminous coating as required by current � � � N.Y.S. Residential Constructiion 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O W 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 COMMONJOIST NAIL BAND JOIST TO: PER TOE 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. 2 - 16d COMMO the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F--i FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHI G, 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. U 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. tn o 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION o, Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" Ion anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING M g g 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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 to be #2 + BTR. WFCM - SBC Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE 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 NAIIL 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 QT)Y. SPACING where needed. 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) GYPSUM 7 O.C. EDGE NOTE: 2 FOR PANEL FIELD o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10„ INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 O.0 . FIELD E 6). Concrete piers shall be a minimum 6" above grade. N G openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SH EATH II\JG: cn v u 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 ° t openings between 4'1 and 6"0 and 2x6 wall openings between 5'll and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIIL NAIL In ; U and blocking where applicable. QT'Y. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. '� X 8). Covered Roofs shall be assembled and anchored the same manner as a typicalg building. STRUCTURAL AS PER TABLE 3.9 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC 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. PLUMB 1 N G NOTES be used. o 8 7/16 OSB 3 O.C. EDGE 4 PLYWOOD 6d COMMON 6" O.C. FIELD 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 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with u Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7'� O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 10� O.C . FIELD N G 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 0 w 7). Provide 2 - 1-3/4" thick nnicrolams ( height to match floor joists) around stairwell and/ r ) Y p Y g y p pp FLOOR SHEATHING: 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. a other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NIAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 8). Dormers running up rooff rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 11 u7 „ 8d COMMO „ EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. �� s W HVAC SYSTEM NOTES 1 OR LESS 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 floor joists MIN.44"SILL-AFF under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED U U Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. Cn NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. rA 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. y y q 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 N 11). Unless otherwise noted, iall roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are basced on wall sheathing) g q g feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed v CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panell edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. Contractor and owner for final review and approval. is nailed 3" on-center at the parnel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor 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, ELECTRICAL NOTES: shear capacities, nailing requirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or ;:alternate connectors' REMOVE AND ADD ADDITIONAL FILL AS NEEDED. U over subfloor as per manufactture's instructions. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces � p 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. x 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ) Py d DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to Nave 1/2" thick moisture-resistant sheetrock. Garage walls and n wall sheathing is contiinuous over connected SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of 2). When ceilings and over furnace toi have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). Whes,the tabulated number of nails shall be permitted TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. memberto have regular 1/2" sheetroc:k. All walls to be taped and finished. to be reduced to] - 16d nail per-foot. 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. INCLUDING SUBFLOOR,IS COMPLETE. Emil, 14). All roof with a pitch less; than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs s;hall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 „, , '"*•, -' torch down type material over. and R315 of IRC. cot 16). All sill plates and woodl in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G DRAWN: MH/MS be installed with a foam sill ;gasket and co r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP ` ` g P- PP q , . SCALE: t �+}+•: ` �;AND BASES.USE WITH FLASHING CAPS TO JOB#: COVER TOP * T 3/3/2026 SHEET NUMBER: t4 tir" REVISIONS: ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER ° e 3-WAY DECORA SWITCH �9 CEILING MOUNTPENDANT 4-WAY DECORA SWITCH $4 UNDER CABINET uc LIGHTING SINGLE POLE CEILING MOUNT DIMMER SWITCH IDM FLOURESCENT LIGHT 3-WAY r - - - - - - - - - - - - - - - - - - , DIMMER SWITCH t3D CEILING MOUNT EXHAUST FAN I I HINGE SWITCH ws F - - - - - - - - - - - - - - - - , I I I I GARAGE OPENER CEILING FAN F - - - - - - - - - - - - - - , I I SWITCH I - - - - - I I I I- , I I I 120v OUTLET GARAGE DOOR - - - - - - - G _ I I I I I DECORA � OPENER F - - - - - - - - - - , I I I I f I I I I I 120v FLOOR � SMOKE DETECTOR OS OUTLET r - - - - - - - - - - - - -1 - - - - - - - - , I I I I I CARBON MONI DE -0- * _ ._ _- - _ Ol 120v GFCI DETECTOR ^ DECORA OUTLET Co I I I i I I COMBINATION OUTLET w/WP BOX f I I I I I I 1 EXT. dwp SMOKE/CO DETECTOR I I I I I I WIRED WALL MOUNT DOOR BELLtzzl W LIGHT FIXTURE CEILING MOUNT WIRED 70 � I LIGHT FIXTURE THERMOSTAT O I I RECESSED CEILING WIRED CABLE TV CONNECTION Tv LIGHT FIXTURE CEILING MOUNT WIRED TELEPHONE 4 I \ TRACK LIGHTING CONNECTION EXTERIOR MOUNT WIRED LAN ETHERNET , H I SECURITY LIGHTING CONNECTION ^ CEILING MOUNT PULL CHAIN CEILING SP 1 PORCELAIN LIGHT SPEAKER ' NOTE REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER F--i / PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. / ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER / - - - - _ A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH n LOCATIONS,etc. F-1 I I 1 I I I ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR, EXISTING CONDITION OF I I 1 I i 1 CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE I I I 1 I I LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION SENSORS,KEY PAD TO ARM AND DISARM,etc. . J � � • _::: . . _: :. :_ : ::_ �_.:::e = . _ - = .: .- . :: : - --_ - -�_ -__ • ===:-_ __:_ :.._:::_:____ 1 : � : : : _: ._ ._=-= -::: :_: • _ �: ::_ � :__�___ =_ r 1 . \ No N T G x o ° � °° � o I I C3 v m I I In U I I It � I I N .00 I I I 1 I 1 I f I _ I 1- - - - - - - - - - - - - J 1-1 I I U F- - - - - - - - - - - - - -I O I 1 tly� I-- - - - - - - - - - - - a �J I F- - - - - - - - - - - - - a C4 FOUNDATION ELECTRICAL PLAN - - - - - - - - - - - - - SCALE: 1/4" = V-0" I f DRAWN: MH/M5 SCALE: yt JOB#: !fr'C `1 6y 3/3/2026 SHEET NUMBER: E- i REVISIONS: ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER O a 3-WAY CEILING MOUNT DECORA SWITCH S3 PENDANT 4-WAY UNDER CABINET DECORA SWITCH $4 LIGHTING "` SINGLE POLE CEILING MOUNT DIMMER SWITCH IDIA FLOURESCENT LIGHT 3-WAY CEILING MOUNT DIMMER SWITCH 13D EXHAUST FAN --------------------------------- - --- , HINGE SWITCH hs , , --------------------------------- ' ' GARAGE OPENER CEILING FAN� H --------------------------- 120v OUTLET ,,II..{{, GARAGE DOOR DECORA WJ OPENER 120v FLOOR SMOKE DETECTOR OS --------------------- , , OUTLET 1 120v GFCI CARBON MONIXIDE ❑ + ,{ DETECTOR DECORA OUTLET �lY COMBINATION 120v GFCI EXT. 0 SMOKE/CO DETECTOR OUTLET w/WP BOX WALL MOUNT WIRED LIGHT FIXTURE DOOR BELL CEILING MOUNT WIRED TO LIGHT FIXTURE THERMOSTAT p RECESSED CEILING WIRED CABLE TV O Y CONNECTION Tv LIGHT FIXTURE Y (T1 / V CEILING MOUNT WIRED TELEPHONE n (� (� CONNECTION Q TRACK LIGHTING WIRED LAN ETHERNET F� EXTERIOR MOUNT SECURITY LIGHTING CONNECTION 1 CEILING MOUNT �J 1 � � PULL CHAIN CEILING - -- 1_ + SPEAKER PORCELAIN LIGHT NOTE v REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. 0 h � '�1 � —V , ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER W � A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH F--� LOCATIONS,etc. h--i ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION SENSORS,KEY PAD TO ARM AND DISARM,etc. , © - - - - - - - - - - - - - - 7 A IN , ---------- i \ M , J o (RD / rF, , G 1 / Oo 00 I O O ' O ® - - cn OUEF r-4 X O \ / - w ' ` + ,m v � m tz 0 „11 1„1 rn V 00 .O O W lilt 1111 nl, nn nn un nn nu nn nl, lilt nn E V O ----------•-------------- ------------------------- 1ST FLOOR ELECTRICAL PLAN ------------------------- SCALE: 1/4" = 1'-0" --------- ---------- ---- - CIA DRAWN: MH/MS SCALE: JOB#: 3/3/2026 SHEET NUMBER: REVISIONS: ELECTRICAL LEGEND ELECTRICAL LEGEND SINGLE POLE CEILING MOUNT DECORA SWITCH CHANDELIER O 0 3-WAY CEILING MOUNT DECORA SWITCH $3 PENDANT 4-WAY UNDER CABINET DECORA SWITCH $4 LIGHTING "` SINGLE POLE DIMMER SWITCH IDM CEILING MOUNT FLOURESCENT LIGHT 3-WAY DIMMER SWITCH 13D CEILING MOUNT EXHAUST FAN HINGE SWITCH es GARAGE OPENER CEILING FAN SWITCH 120v OUTLET GARAGE DOOR �� DECORA lW OPENER 120v FLOOR SMOKE DETECTOR I�S OUTLET 120v GFCI CARBON MONIXIDE DECORA OUTLET DETECTOR 00 120v GFCI EXT. COMBINATION OUTLET w/WP BOX , SMOKE/CO DETECTOR WALL MOUNT WIRED 1 LIGHT FIXTURE DOOR BELL CEILING MOUNT WIRED T LIGHT FIXTURE THERMOSTAT a WIRED CABLE TV O RECESSED CEILING ,� CONNECTION Tv 1 LIGHT FIXTURE CEILING MOUNT WIRED TELEPHONE 4 �. TRACK LIGHTING t7 n CONNECTION W EXTERIOR MOUNT Q WIRED LAN ETHERNET F--I SECURITY LIGHTING 11 CONNECTION CEILING MOUNT PULL CHAIN CEILING SPEAKER SP Z PORCELAIN LIGHT NOTE REVIEW ALL ROOMS,BASEMENT,GARAGE,AND OUTSIDE WITH OWNER ~ _ PRIOR TO BIDDING AND INSTALLATION,INCLUDING EXISTING AREAS. ELECTRICIAN AND GENERAL CONTRACTOR TO SCHEDULE WITH OWNER A WALKTHROUGH FOR FIXTURE TYPES,STYLES,OUTLET AND SWITCH n LOCATIONS,etc. ^ ELECTRICIAN TO EVALUATE ELECTRICAL BOX FOR EXISTING CONDITION OF R ` CONNECTIONS AND CIRCUIT BREAKERS.PROVIDE OPTION FOR WHOLE HOUSE SURGE PROTECTION.ALL CIRCUIT BREAKERS,INCLUDING EXISTING,TO BE - :j e - LABELED FOR LOCATION. PROVIDE OWNER OPTION FOR GENERATOR BACKUP AND TRANSFER SWITCH. PROVIDE OPTION SECURITY SYSTEM WITH SECURITY CAMERAS,INTRUSSION SENSORS,KEY PAD TO ARM AND DISARM,etc. - - - - - - - -�� - - - my TV W o -_-__-_--_-_-_-_-__--__--_-_-_-_-_ _______________ - -------------------------------- O WzIIII , Y I IIII , 1�1 I U n1 III . • � � �"d II11 I t p nII - F1 - — IIII IIII , Y IIII IIII ' m IIII !S � � aU,•, IIII , X v IIII IIII o m W nn nn _� m O � nn nn nn \ nn w 00 •.J- 11II IIII ° 7 Z IIII IIII Cz u C ml un rt� V II11 IIII � ti IIII IIII �� Iz n n n n �y CJ Iv HEE W U O En d N N V 2ND FLOOR ELECTRICAL PLAN SCALE: 1/4" = 1'-0" .ei, iSr� �`• ,CAA I R", DRAWN: MH/MS e ` fr SCALE: JOB#: 3/3/2026 SHEET NUMBER: 4 ". _ E- 3 SITE DATA PROPERTY: 13,319.9 SF 0.31 ac AL. ENT ESTIMATED AREA OF ,-- 13,000 SF O GROUND DISTURBANCE: _ 40- -T EXCAVATION: 300 CY FILL: 600 CY 66.3 51 EXISTING: AREA LOT COVERAGE: N 85°10'0"E _ _ _ HOUSE: 1,683.6 SF ® \,\ ,- + + + TOP OF RETAINING WALL EL.5.3 + + + + + + + , 3 "' +� SOUTH PORCH: 41.4 SF ~� + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0 + / \ + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +14,01 + + + } .� ( NORTH DECK: 319.3 SF / \ + + + + + + + + + + + +- + + + + + + + � + + + + + + + + OUTDOOR SHOWER: 17.7 SF Q + + + + + + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O DETATCHED GARAGE: 448.8 SF F""1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T. + + + + + + . + + + + + +- + + + Ce + + + + + + + + + . . + + m TOTAL: 2,510.8 SF 18.9% + + + + + + + + + + + + + + + + +/ + \+ + + + + + + + + + + W \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / \ + + + + + + + + r + + + + + + + +I + DW + I+ + + + N + + N + PROPOSED: AREA LOT COVERAGE: / \ + + + + + + + + + + + + + + + + + . + + + + + + + I + HOUSE: 1,726.5 SF + + + + + + + + + + + + + + + + + + �, + + + + + + + CIARAGE + + / \ + + + + + + + + + + + + +- + + + + + + + + + + + + + + + + + + SOUTH PORCH: 66.7 SF + + + + + + + + + + + +- + + + + + + + + + + 4- + + + + + + + + + + I EAST LANDING: 25.8 SF O + + + + + + + + + + + + + + + + + . . + + + + + + + + + . . + + NORTH DECK: 177.5 SF w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . + + + + + + + + + . . + +- RELOCATED EX.GARAGE: 448.8 SF 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + 141.0'+ + + 5.0' 4.4 + + + + + + + + + Ln + + + + + + + + + + . . . + . . + + MIN TOTAL: 2,445.3 SF 18.4 2+ + + + + + + + + + + + FINISHED GRADE: EL 5.0 + + + + + + + + + + + + -I I + + + + + + + + + � + + + + + + + + + + + + + . . + + + O L + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + + + °+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + o' ru + + + + + + + + + + + + + + + + + + + + + + + + + + + + " METES AND BOUNDS: PAUL BARYLSKI SCTM: 18.8' 21.60' LL+ + + + + + + + + + + + + + + + + + + + + + + + � 2.4 LAND SURVEYING 1000-123-5-19 O + + + + + + + + +� �BUILDWG ENVELOPE ip +--,- + + + + + + a n + + + + + + + + + + + + i+ -� + + + + + + + + + + + + +� + + + + + + + Z DATE SURVEYED: ELEVATION REFRENCE: SOUTH SKYPLANE O + + + �+ + + + + + + +- + + + + + + + + + + + + + + + + + + + I SEPTEMBER 22,2025 NAVD1988 t- + + + + + + + + + + + I + + +�+ + + + + + + + + + + + + + + + + + + n + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +' + + + + + / + + + + + +� + + + + + + + + + + + + + + + + + + Y PROPERTY ZONE: FL ONE: R-40 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + I+ + TOPSOIL + I+ + + + + + + + + + + W + + + + + + m GRADE EL. 3.6'J: + + + + + + + + + + + + + + + { + + + + + + + + + + + + + + + + . . + + + + + + + + LOC+ATION + + + . . + + + + + �' + + + + N -Nrs- Ar__� O + + . . + + + + . . + + + + + + + + + + 3.O + + + + I O + + + w 1 IkED LOAM EL .. + + + + + + + + + . . \ + + + + + +/ + + + + + is + + + + + W + ++ + + + SAND (OL) : -JIM El El IF I . . + + + + + + + + + + + + + +- + + + + +- + + + + + + + 4 + + + + + + + + W+ + + + + + + + +�+ + ,/ + + + + C4 GRAYISH TEST HOLE INFORMATION A CALCULATIONS + + + + 0_ + + + + + + + + + + + + + + + + + + + + . .. + + + + �4'lfi + + + + + + + + + BROWN PROVIDED BY MCDONALD LOCATION: AREA: 0 + + + O I+ + + + + + + + + + +�'+ + + + + + + + + + + +I LJJ + + + + + CLAYEY BAN L GEOSERVICES + + +- +J + + + + + + + { + + + + + + + + + + + + + + + + + PROPERTY: 13,319.9 SF j' l / V (SOJ PROPERTY LOCATED AT v Z + + + J+ + + + + + + + + + + + 1 + + + + + + + + + + + + + C6 WATER IN 3B50 CAMP MINEOLA ROAD (2100+12.5%OF 3,319.9 SF) 0 + 2 8 + z +- +-+ + + + + + + + + + + + + . + +I 0 + + + + + I GRAYISH MATTITUCK, NY IIS52. GFA PERMITTED: 2,515.0 SF �.q 0 STORM WATER MANAGEMENT DETAILS + - �, /+ + +\ + + + + + + + + + + + + + + + .+ + + + + + + BROWN DATEDOI-13-2026 + � +V + + + + + + + + + + + + + + + � + + + + + + + CLAYEY sAN L DEPTH OF TEST HOLE 12.0't + + + + + + + + +14•8 + + + + + + + + + W + + Z + DW + + + + + + + + + + + m + + + + + a (SC) -2.;. EXISTING: 100%RUNOFF AT DRYWELL DRYWELL + + + + '� + + + + + + + + + + + + + + + + + + + + + + + WATER IN HIGHEST EXPECTED LOCATION: SF AREA: O I II M GROUNDWATER 2"RAIN PER HOUR PROVIDE: CAPACITY: N 8L, 47 L�.L} E 1 + + + \ + + j + + + + + + + + + + + EXISTING GARAGE BROWN t 1 STY HOUSE: 1683.E SF w PROPOSED HOUSE: 2305 SF 333.5 CF (2)8'dla.,4'deep 338 CF TOTAL + + + + + + + +� + + + T. + + + + + + + + + + + + + + STATEMENT: 7.74' + + +-�--+ + + + + + + + + I TO BE DEMOLISHED LIGHT TEST HOLE SHOWS PROPOSED GARAGE: 400 SF 66.8 CF (1)8'dfa.,2'deep 84.5 CF + + + + + + + + + + . PROPOSED 9.3 + + + + + + + + + +-• + + BROWN FINE L GROUNDWATER -m PROPOSED: vV 11 + + + + + + + + + + + fW DECK + + + eo + + + + + 00 + + 't ENCOUNTERED AT EL O.I's �I + + + + + + + + + + + -� PROPOSED 1^ri + + + + i~ST�•GARAGE + + + O HEGW EL I't DUE TO TIDES is OR:OR: 1,726.5 SF h+-I + + + + + + + + + + + + + + 1 STORY + + + + + + + + + + ` WATER ENCOUNTERED a u OGEE GUTTER-STANDARD 5" + 3.O- + + + + + + + + + + + + + + + + + + + + n + + + + + + qs E► 2•R6 + + �(� �D L R: 788.2 SF NOTES: + 7t + + + + + + - - AT EL O.I's V 1).EXECUTION: 1 TEST HOLE: INFORMATION A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. � + + + + + + + + + OO+ ++ + + + + + + + + + + + 0 4.of •� 2).PREPARATION; GHLY PRIOR TO INSTALLATION. o + + + + + + + + + + ++ + + + 'fV SCALE: NTS \/\��(j� TOTAL A: 2,514.7 SF V / B).PREEPARE SURFACES SURFACE USINGG METHODS RECOMMENCED BY THE MANUFACTURE FO0. ,.P + + + + + l+ + + + S' ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. .o +. + + + 1,9• I ++ - + + {1 M I PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR �/ 16.7 METALS WITH PROTECTIVE BACKING PAINT. O V 13.5' 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. M "GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 4Y OF RUN. Z I 4 1 1 ��'� �� o V 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 111 I I a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ILL. 3.8 ACCESSORIES. I ONC.APRON 8).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT �-• >'C I I 5'X1 3.8 \ 3).CON ECT DOWCONNECTONSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL J O CONNECTION WATERTIGHT. N - PROPOSED I PROPOSED 2 STORY PORCH DRY WELLS TO BE 10'MIN. 4).PROTECTION: I 1 STORY i FF EL 9.5/ AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECL B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I I M COMPLETION. L �O° ° ° 18.Yi' 13.5' ; PROPOSED ON i STORY WITH DECK ABOVE DW I 4.3 , PROPOSED i m cc ' 1 STORY WITH I m Mj N s~ O DECK ABOVE I ^" m y V 8.3' ,1.0 ' 22.0' 7 c\ � 55. u 4.9' 'L �' 4.9' 'L m XO m +� �o .--- - - - - - - - --- --- -- - - - - - - -- m Lui ; o PROPOSE a, m o ' � � p, 1 W - -13-�-- ----; °° PORCHO° O C" @� � PERVIOUS }� �' > z w \ 8.3' STONE DRIVEWAY Q o v � \ 18'-0"MAX. C. to C. rp \ � � / F'-4 I I n \ 4.3 CONCRETE .� u p. 3.6 1rri' L4 I WVAS UT� 4.2 0 � � z y. GRADE LL m - - ,CC I U m ? Lot_ < m l L 1NG� 6 MIN. By FINISHED GRADE:EL 5.0 W TAPER TO NATURAL GRADE 1 r AT PROPERTY LINES IN FRONT W �C , 1 w 0 141 o - U- 29 TEST ` It W PERSPECTIVE VIEW I HOLE NI 3�k7 I TO►P SOIL I I V OC-ATION N O 36" MINIMUM 2 x 2 I � GONS�RVNC � FENCE POST PROPOSED SANITARY SYSTEM � 3.c6 FENCE o1 �N-(RP QI DESIGNED BY OTHERS 100 N WOVEN WIRE FENCE Iv (6x6 - 10 / 10 WWF) w 35 �- D3.6 L z w U- v0 FILTER CLOTH -P / INN � leov o 13 7 SCE / pPVEMEN� P Iv `` V SLOP �ti 51`j 'ED OF c4 3.6 EMBED FILTER CLOTH MIN. 6 INTO GROUND 41J N NOTE: N MAXIMUM DRAINAGE AREA - 3Y9 PROPOSED SITE PLAN SJ W 1/2 ACRE / 100 LINEAR FEET _ ' SCALE: 1" - 10'-0" , r . 1�� os� t t ,;I £ ti DRAWN: S ;.. f SCALE: SECTION DETAIL " JOB#: 6/26/2026 SILT FENCE DETAILS 7 SHEET NUMBER: U/ i Vic__ Jam, 4 _ W Q Z � o Q ow - 1 1 � - _ a �D o � r 1 M PROPOSED SOUTH ELEVATION v SCALE: 1/4" = 1'-0" 0 co ` � � M � .� - --- -- ;° pi _ — — p r u r_� X O � I c � a�i O � a 4 C Lo U m -� i� 00 cu � V� Lj LLI 5A Pq W — — r jI FI I - - � 3 u" RAWN• r 71 r,rr SCALE: JOB #: 6/26/2026 PROPOSED EAST ELEVATION �✓ SHEET NUMBER: SCALE: 1/4" = 1'-0" '' "'= '`� U 0 Q Q 75( -771 co I 14-F-jT� Ll 11 �Y�� I I I I I III F 1 � o w � - - 1 - � how r I Lp 11 1 1 TI H U F-, PROPOSED NORTH ELEVATION V SCALE: 1/4" = 1'-0" 0 N � c`o d � ON IZ Lo 00 CJA � a� _ _ W H NP, N 10 Yl V T i .r h, DRAWN: f� SCALE: - � � �, •� .� JOB#: 6/26/2026 ' �•' �6f� '�` ��'-:."�• SHEET NUMBER: 0 PROPOSED WEST ELEVATION m a, , 000�� SCALE: 1/4" = 1'-0" i t� 23' fir•-��.J1�' DUAL FUNCTION FLOOD AND VENTILATION VENT A B 1'-4 1/4" R/O r - - - - - - - - - - - - - - - - - -I O I I CLIP SLOTS USE TWO TOP I 000000000000000000000000000000000000000 h - - - - - - - - - - - - - - , I I 000000000000000000000000000 0000000❑000 AND TWO BOTTOM 00000000❑00❑0000O0000000000g❑0000❑00❑0❑ 1 I I I - " II III 1III ' I11 0000800❑0000000 00CHH0000000000000000000 13'-6'/2" 12'-6'/2" 14'-91/2" - - - - - - - - - - - - - 5'-81/211 0000 0000000000000 0000000000000000000 ODHHOOOODOODHHOOOOOOODOOODDOODOOOO O lool ❑000 00 000000❑0 00000000000000000000 HHOO❑❑❑000❑o00❑D0000❑ BEHIND THE RODENT SCREEN, LOUVERS❑M000000000030000000000000000000000010 0 6'-43/a" 81/4" 00❑oOO❑00000❑0❑OOOD000D0❑❑00000❑❑DODO❑ AUTOMATICALLY OPEN AND CLOSE WITHgOOD 0000000000300000000000000000000000 TEMPERATURE. NO ELECTRICITY IS NEEDED R/O OD❑OgD❑❑DO000000OOODO00000❑❑❑00❑❑❑❑❑000- r 0000 000o000❑Do❑DDD00000000000❑Oo0o0000 ©- II II II 1 I DooDDDD000D❑D❑❑ OOOOOOOOOOOO�0 T- ----------? T-- ---- - --?-© ooDD❑0000OoODD00000000❑OOOOOOOOOOD0 ,(4)2X8 GIRDER,-----,(4)2X8 ACQ GIRDERi ...... Fn�1 I---I 1 00000O0ODDD000DODO❑❑0❑DOOO❑DOOOOO❑OHO❑OO 12"dia.PIE I I O❑0000❑O❑OODOOOODODO❑❑❑0000❑❑00000000❑ ❑OOOOOODO❑OD❑00 000000❑pp00❑ 2'X2'XI'FT I 0000❑D❑❑0❑0000ppppppppppppppppppppppOpDOO❑O❑ 00❑ 3'BELOW(AL) DE_PICAL) ---i' FLOOD V�NT -i------- -i Do!10 OD!'.'D:IOOULJI�]000� UO ❑°O°o°O°o°o°❑°o°o❑OD❑o❑O I (TY I , ' I x Qpool I N C? I 0 - p I ¢ ; v p ° ; 00 FLOAT SLOTS I 2 co o 00 FIGURE I I N ® FRONT VIEW 011 LEDGER BOARD TO BE FASTENDED d = @ o TO BUILDING WITH TIMBERLOK® --------- r F- 1 SELF-COUNTERSINKING SCREWS e BY OLYMPIC MANUFACTURING '' "`` `" -` �` a ° HURRIBOND GRIP t SEAL d Q• 4,. d (2 SCREWS @ 3211 O.C.) ADHESIVE LOCATION Q d 1 --------------------- ------------`--- --' d -�i"' --------, (FLANGE) • e FLOOD VENT i- - (4) 1 3/ X7 / ML GIRDER --y- ' r O ,� r-_- - I- - - - - 31 1- 4 1 4 e _,__. I FOUDATION AREA: 1756 SF -------------------------------- 3'-0"x 2'-0"ACCESS ry - ' - - - -- -- -- -- -; - STEEL TELEPOST ; b - ON 2'X2'Xl'FTG ° ---'--�'--°'-- ° 16X8 FLOOD VENT 200 S , - F ea I i 51 011 o ----------------------- ---- I, - ' --'- , 1 1756 / 200 9 VENTS REQUIRED FLOOD VENT a V O ' O 4 a - I,, I Zo 4' 'A•..., d• -p G -' ", �• d • p d._'' �3/q' ! z `! J....._.....-_'..y _ ., _... _; IP..�'.. -:.I ' rt - - - - •dII ° -I - 1 --, _ �. ...._...._a ly ..,.. r _ 1 I_ ° �^7 --- --------------------------- ------ V- 1 --- "y _• -_ ► III p I " � I. 0H a tt p nu I • - J O O I I I I I I S INSTA : TWO ON L P LLED I n l ryJ, Oa i Ix 0 , I o ' I I-I O �t I -.1 e XC A I11I p � �� D a� ... -.._.-.. _ -- a - w � TOP TWO ON BOTTOM 1 2 8 CO DJ �, 1� w "' p m ° IIII I d I I I I VENT �I 1� k , dl oz o c I a , i a Iv = i n11 OC DOOR w � I t I 1 ---- ..--- O 1+ I ' ! -•z j - ' I IIII I I I I I O F- F- �'' I III - , e a I I I I I u • V Vx'le I V 1I O N I J aV VENT 12IMAXFROM ° e e e• ° n � 1�1 a - O a t i a { 7'-43/a" - - 7-43/a P FRAME FINAL GRADE iF, a -, I_ 1 n r v I_ n I n 4 I I n' I --- =05/a" .... /'-OS/E' I i 4 IIII Q y e 13 1/a 6 3/a 6-3/a a IIII . _ W x O �Lu x IIII • e d 0 614 - �- A!I - ,..✓gym� I a- -i - Ij- _4C O 'A I n 3 1 3 4X7 1 4 ML GIRDER' p SMART VENT® O O ,( ) ( h / / ' (3) 1 3/4X7-1/4 ML GIRDS a , 3 13/4X71/4MLGIRD R --'-"-------- ' - - F - _ rr l�--- _ ____________ ____________ __ • R SMART VENT MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT -------------- --------------- STE L TELEPOST STEE TELEPOST - e v ' ---1, --- -- - .' - -------------- --- STE L TELEPOST �----� { STE�L TELEPOST I a I -� , � ,__-_�___ }• ,. ., H553.{� X /a dia.-� I� � I-..H553. .X /a''dia.___t-a I 1 p'. •-Y+O�J'2'X2'Xl'FTG-___ a-- (�N?' 2'Xl'FTG TUBE STEEL-ON- - ---ON'2'X2'Xi'FTG -- ti__.._ TUBE STEEL ON """_> --ON'2'X2'Xl'FTG ' ( ._ - - - - ^ LL I •, `--- tM'X1'FTG., _ 3'•6-X3�-6"Xl'FTG., I f SLOWM 6"PIER M I , 3'BELOW GRADE INSTALLATION INSTRUCTIONS: n ' /1 T 1 M I( -_-(3)#5 BAR e.w. 1 O (TYPICAL) ug 3)#5 BAR e.w. I 1.REMOVE VENT DOOR FROM VENT FRAME. (TURN UPSIDE DOWN,ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) 7 _1 ' O' 2.PREPARE A CLEAN 16.25"WIDE BY 8.25"HIGH ROUGH OPENING(APPROX.1 BLOCK WIDE X i BLOCK HIGH) FOR EACH VENT. I A ' 'd' 1 U LL x I v' = T ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12"ABOVE THE FINISHED GRADE. ' '-"'I-"-• aO 3.APPLY A BEAD OF HURRIBOND GRIP&SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT M 1 - ' m ®- HSS 3.5"X'/a"dia. I J J i 11 FRAME. FIG.2 C' ______ L _ - - _______ _a - -.•. ° _-F, I 'M s I; ;TUBE STEEL ON `- , �o (2)14 NlL ; -� 4.INSERT INSTALLATION CLIPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. c ' '3'X3'Xi'FTG., 5.THE SPRING ARM OF THE CLIPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME.COMPRESS THE BOTTOM TWO CLIPS I! 0. I p l° I O X X FLUSH , I v a • v ' . v a . v •� I¢ i f , (3)#5 BAR e.w. I M M o. AND BEGIN SLIPPING THE FRAME INTO THE OPENING. ENSURE THAT THE BOTTOM CLIPS ARE IN THE OPENING BEFORE IV- U. I = I O '- ' ALLOW THEM TO DECOMPRESS. _ _ w-�-- p 6.WITH THE FRAME NOW IN THE OPENING,AND THE BOTTOM SPRINGS IN PLACE,COMPRESS THE TOP SPRINGS AND PUSH „ M H N v THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL. �t 0t f • I I FLUSF� ''a vQ• 7.RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS,AND CAULK. a E in I; 1 HEARTH d Ib . O 8.INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR(WITH FLOAT PINS DOWN)AND FRONT(SMALL __ -___ I I / ' p o•�''p �p SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. e--a " 1 RAP 5 OTS ABOUT TW ._-,._„•---.--• ; � �I° i .-----• •--y-- ------ STEEL -- ; � p�� 9.INSERTTHETOPSTRAPSINTOTHETOPTWOST L OCLICKS. � � N I I I I I I I Q • ... ssv (3)+1 3/4X7_t/4 ML GIRD ER _ ,____a - I v�g (3)1,3/4X7-1/4 ML GIRDER -_--- ,________________,___ (3) 3/4X7-1/4 ML GIRDER___J__ON 2'X2'X1'F G�__ , ° o •a .p 10.T0 OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM.THIS WILL Co d' r- O - --- _________ _ _ __ __ __ __ UNLATCH THE DOOR FOR REMOVAL AND CLEANING. (U -_ _____I__ 1_____ _ 1__ I _ • Q• _ • e ; STEEL TELEPOST ' "�HSS 3!5"X'/a"dia. I STEEL TELEPOST , STE�L TELEPOST , STL TELEPOST , , d. Q L` U ON 2'X2'Xl'FTG i i 1'TUBE STEEL ON `-- a. x I Y_ -�T 2'X2'Xl'FTG `'--f?N'2'X2'Xl'FTG `---f3N'2'X2'X1'FTG - -- I; o _-- `- DETAILED SPECIFICATIONS: N O m e� 0 +�. F - .- ,3 X3`Xl FTG.• (2)14 ML MATERIAL:STAINLESS STEEL -O Z , 3 #5 BAR e.w. N, - w ( ) FLUSH OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED O It 0 5'-1011 6'-3'/a" ' ' 7'-43/4" 71-43/4" 5'-11'/2" 6'-011 '_13/a�± ,` UNTIL ACTIVATED OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG.NO POWER 10 V s REQUIRED :12 LL x I ; �o INSTALLATION: 00 4-j e SECURED W/4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE HYDROSTATIC RELIEF:200 SQ. FT PER r-{ VENT.VENTILATION:51 SQ.IN.PER VENT NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION 4 m � I o �•� v a • v ' eo ., = I REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS L\ I • ' ----------- 7 ' --------- 0 �- ------- ------ - -' MANUFACTURE AND PRODUCT INFORMATION: U c� -+ e - p • LEDGER BOARD TO BE FASTENDED ` " `D '"• p ° FLOOD VENT TO BUILDING WITH TIMBERLOK® FLOOD VENT CONTACT.1 877 441 8368 WWW.SMARTVENT.COM N .� ` ---- [21-33/411 SELF-COUNTERSINKING SCREWS `--- - ---- vEn MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA,NFIP,ICC,&ASCE I �- 3 �� I BY O2 SCREMPIC MANUFACTURING _ SUPPORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5).ASCE 24-14 ICC EVALUATION#ESR-20742 3/a 4-10/...... (2 SCREWS @ 32"O.C.) 2 33/4 4'-10'/2" 2'-33/411 oo Ia --------------------------- --' ° 1 0 0 1 0 00 12"dia.PIER FLOOD2'X2'X1'FTG 00 - ----------------- VENT--------------- -' 3'BELOW GRADE __ _N_ (TYPICAL) - -�(3)2X8 ACQ GIRDER I I ;_ L I V➢►1 TOP OF FLOOR EL.9.5 ~ 011 61_pll 011 V 1 11 1 1, 1 11 - - - - - 1 II - - - - - 1 11 1 1 _ I 13-0 -0 9-6 8-4 9-6 -0 BOTTOM OF FLOOR c _ - D v -TOP OF FOUNDATION:EL.7.7 � h BOTTOM OF GIRDER �n 13'-6'/z" 13'-0" I - - - - 29'-4"- - - - - - 1 AE6 - - - - - a BASE FLOOD ELEVATION alJ h - - - - - - - - - - - - - - - - - TOP OF SLAB: EL.5.2 FLOOD VENT h _ _ - _ - - 1 EXISTING GRADE:EL.4.5+/-- - - - PROPOSED GRADE:EL.5.0' 3/� (( �'� f [N•I I I L(Yy �i - - - - - r ` J -BOTTOM OF FOOTING:IGRADE: L.3.0 APER SOIL TEST PERFORMED BY McDONALD GEOSCIENCE ON 1/13/2026, GENERAL CONTRACTOR SHALL HAVE SOIL TESTED PRIOR TO COMMENCEMENT t L'CCI� WATER IN GRAISH BROWN CLAYEY SAND(SC) BETWEEN EL.0.1 --2.5 OF WORK. `/ V BELOW GRADE.SOIL BEARING FOR THIS TYPE IS TYPICALLY 1500-3000psf. A GEOTECHNICAL EVALUATION SHALL BE DONE BY LICENSED GEOTECHNICAL NEW FILL TO BE CLEAN,NON-ORGANIC,AND COMPACTED TO 95% ENGINEER. PROCTOR DENSITY(ASTM D698 AND ASTM D 1557).COMPACT THE SOIL TESTING SHALL BE DONE IN LOCATION(S)OF PROPOSED HOUSE AND REPORT N AT 12"LIFTS(TYPICAL)AND TESTED FOR COMPACTION AT COMPLETION. REVIEWED BY ARCHITECT FOR COMMENTS OR CHANGES TO FOUNDATION. W E PROJECT NORTH PROPOSED FOUNDATION PLAN 5 SCALE: 1/4" = 1'-0" 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION PLAN PRIOR TO 7. SEE PLANS FOR FLOOD VENTS,REQUIRED,FOR INSTALLATION AS SHOWN. COMMENCEMENT OF ALL WORK AND SITE CLEARING. 8. INSTALL 2X6 ACQ SILL PLATE OVER FOUNDATION WALLS.SILL PLATES TO BE INSTALLED OVER 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY DESCREPENCIES,QUESTIONS, COP-R-TEX TERMITE SHIELD AND SILL SEAL. CHANGE OF MATERIALS,DESIGN CHANGES,etc PRIOR TO MAKING ALTERATIONS. 9. PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, DO NOT SCALE PLANS,VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A :» 's 3.PRIOR TO COMMENCEMENT OF WORK,GENERAL CONTRACTOR SHALL MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO INSPECT EXISTING SITE CONDITIONS RELATED TO THE PROJECT.EXISTING STRUCTURES BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ON THE PROPERTY TO BE DEMOLISHED AND DRIVEWAY TO BE REPLACED.VERIFY LOCATIONS 10.SEE MICROLAMS NOTED UNDER BEARING WALLS ABOVE.FILL VOID,BETWEEN ( ! �y• fit FOR UNDERGROUND UTILITIES TO DETERMINE IF TEMPORARY CONNECTIONS,REPLACEMENT, JOISTS,AT POST/COLUMN LOCATIONS.DOUBLE UP JOISTS UNDER PARALLEL WALLS(TYPICAL).. DRAWN: OR CONCERNS SHOUOLD BE ADDRESSED.NOTIFY OWNERS AND ARCHITECT WITH ANY 11.EVALUATE PROPOSED MECHANICALS,SUPPLY AND RETURN VENTS WITH INSTALLER AND WITHI SCALE: CONCERNS OR QUESTIONS.SEE COMMENTS ON SECTIONS FOR BUILDING UP GRADE AROUND ARCHITECT AND OWNERS. x e' "'� HOUSE WITH GRADUAL SLOPE AWAY. �?o'ta'� � JOB#: 4.PROVIDE A LATCHABLE HATCH OR DOOR AT NORTH SIDE OF HOUSE AS INDICATED.CONFIRM ' - LOCATION WITH OWNER PRIOR TO BUILDING FORMS. Q� l 6/26/2026 5.NEW FOUNDATION TO BE 8"THICK.SEE SECTIONS FOR BOTTOM OF FOOTINGS(EL.2.0),TOP °. "; O SHEET NUMBER: OF WALL(EL 7.7)AND NEW FINISHED GRADE(EL.5.0)TOP OF FOUNDATION TO BE-2'-73/a" ABOVE NEW GRADE(VIF). EXTERIOR OF FOUNDATION TO BE DAMPPROOFED PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 6.FOUNDATION WALLS TO HAVE 24"XB"CONCRETE(2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE(3)#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY)MINIMUM T BELOW FINAL GRADE.GC TO HAVE SOIL TESTED, PRIOR TO EXCAVATION,FOR CLAY AND/OR WATER(AS NOTED ON TEST HOLE DATA).REVIEW FINDINGS WITH ARCHITECT FOR POSSIBLE ENGINERED BEARING ALTERNATIVE. A B U -- ---------------------------- ----- O ❑ -- ---------------------------- - I 1 I 1 I I -- -------------------------- 1 , I I , I I 1 „ i I I I -- ------------------ 13'-61/2" 12'-6'/2" 14'-9/2" 9-3 , 5-8'/2 I I Ilo I I I I I I I I I I I I I 10'-01/2" 3'-6" 7'-21/2" 5'-4" 5'-5" 3'-9" 5'-71/2" -73/ ' 4' 73/a" 2'-9" 2'-11Yz"f7 n I I I I I 1�1 12 I I I I I I I I I I I I I I I I I I I I I I I I I O (3)2X8 HDR n , DECK O UTILITY ROOMLn ►� 2X8 CJ (m16"OC TW2632 5.25X5.25X1.8e PARALLAM 2 COLUMN (3)2X8 HDR G536 m �01186CJ X (3)2X OHDR -( )1.3/4 14 ML+FLU B AM - 5.25X5.25X1.8e =N TW2432 N r - DW g PARALLAM HALF ^dam I M D, o COLUMN (3 x10 H R I BATH ^ 8 o Q o o SEAT I 36"w LA UN 5-0'Y , � M ROLLOUT PAN Y/PANTRY TW3046 64^ I SHELVES WALK-IN CLOSET L . 0 PRIMARY Ln _ I (3)2X8HDR I KITCHEN 2'-6" o� 2'.4" ===========_ ❑ 4l BATH 12 1„ QI O �- -- -- (3)2X8 GIRDER In N V �p I o \ 8'-4'/z" 5, 3,1 = 2x� III O /� I /;� X M = OI O — � O @16 OC III I I I I 1 o -+ol ! o MUDROOM N W -- - I 36"X 60" M In �M.. L III I I I I I N E� 14'-411 14'-1" = h"�i W Ax o WALK-1N I 00 - - ---------- x ❑ o y` d' CLOSET I 2'-4" (2)1.3/4X14 MIL FLUSH BEAM UP `� n ►n V Z (3) X6 _ _ - (3)2X6 m II Mr�II —LL v Q J 5'-4y/2" POST II I I I I PE ILII -I POST O O v V 3.5X5.2 5XI.8e ' �p ^ N = PARALLAM iv TRITYI 00 R coo CO UMN 11hd;&, N Ln4 (2)1-3/4X14 ML w/5/8"STEEL FILUSH BEM Z - - - - - - ' ... (3)2X8 GIRDER— I I i —lr III , U ~ P ' ILI' ' ------------ _ PRIMARY BEDROOM 5.25X5.25X1.8e I 3.5X5.25X1.�a (2)1.3/4X14 ML FLUSH BEAM En -----UP-__ 5.25X5.25X1.8e �' M 2I PARALLA PA ALLA�v1 PARALLAM l M _ COLUMN C LUMN `./ _ 5'-1" `vI I 2.711 10'-2" 1'-7" 3'-1" 10'-8'/2" ako OLUMN N [t' rn u., O O m y I I °' ' x 5.25X5.2 X1.8e LIVING DINING �o PAR LLAM w 2;6" - I 7VF L(3 2X8 HDR COLUMN ♦ a 0 5.25X5.25X1.8e - EGRESS 301, PARALLANC rn TW3046-2 W 3 rr 60^ COLUMN M S ER 8'- -' 31- - — O° N BATH o. iv O O 48"WOOD 71 6'/211 6'-0" I ^ FIREPLACE - c — > no °° _ -------- -- - - ----- --f-- 1 --- T � --- - ----- -- ------ ^ m o 13-6'/2 - __ _ ---------------- m v -HSS5XSXIY -�U -- ----- ------ --- - - ----------------•-=D----------- --- X L\ G v N o _ q O `� V C) Lf) '� +� o m TUBE STEEL ¢ Q In m O COLUMN _ 4 -F+ 6,-0„ ! O 0 O " u O �, - o cY p p {Lu X �O ctt OM Q m V ce W �c:7777 2!4 ° z a z uENTRY 28'-10'�21 'V] Ind �ry N � ter{ z N 91-311 I_711 L A,-3„ p„ u 0 1 7 7 O III' ++ 1-3/4X10.3/8+/- USH I " 5.25X5.25X1.8e Ln U t-� BEDROO O. 2 s I " F' PARALLAM -(2)2X8 ACQ /3/4 STEEL - COLUMN H S 5 5�1/4 P4050 i i P4050 N T BE STEEL 3.5X5.25X1.8e ii '3.5X5.25X1.8e O W N �, = M COLUMN PARALLAM i i i i PARALLAM � COLUMN I COLUMN (3)2X10 HDR I OPEN PORCH II II II II II II EGRESS TW3046-2 " " w r it li ======= ======= r+I li� y01l ======= ======= I�t E..! F--I '01 61 011 71 011 1 0, A 1 9" 41-9" 41_2" 41-21, 4, 7 4, 7 011 u `i 7 7 - ------------------ - 0 1 Il , I I 11 , 1, , I 11 u 13-0 -0 9-6 8-4 9-611 -0 [ +� - ------------------ - 42'-411 - ------------------ - - --------- ------- - N ❑ ❑ 1 ST. FLOOR 1756.0 sq ft. - -- ---------- -------- A B u N PROPOSED 1ST. FLOOR PLAN W E PROJECT NORTH SCALE: 11/411 = V-01t S 1.GENERAL CONTRACTOR TO REQUEST/VERIFY LASTEST 6. EXTERIOR WALLS TO BE FRAMED WITH 2X<6 DF#2 STUDS AT 16"O.C. USE 2X6 LSL 11.INTERIOR WALLS TO BE SHEETROCKED,TAPED,SPACKLED(2 COATS),AND CONSTRUCTION PLAN PRIOR TO COMMENCEMENT OF STUDS AT KITCHEN (EXTERIORAND ADJOIINING INTERIOR). SANDED.WALLS AND CEILINGS TO BE PRIMED AND PAINTED.OWNER TO ALL WORK AND DEMOLITION. 7. EXTERIOR SHEATHING TO BE 5/8"MINIMWM.EXTERIOR UNDERLAYMENT TO BE PICK COLORS AND FINISHED INCLUDING TRIM AND DOORWAYS(TYPICAL). 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY HENRY BLUESKIN VP1o0 SELF-ADHEARED WATER RESISTIVE AIR BARRIER.OVERLAP 12.INCLUDE OPTION FOR 16X16 NICHES FOR SHOWER NICHES.CONFIRM SIZES DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN HORIZONTALLY WITH TWF AIR BARRIER FFLASHING.INSTALL PER INSTRUCTIONS WITH OWNERS PRIOR TO BUILDING.BATH FIXTURES TO BE SUPPLIED BY CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, AND SPECIFICATIONS PER MANUFACTURE:.INSTALL HARDIE SHINGLE SIDING WITH OWNER AND INSTALLED BY GC.INSTALL BLOCKING BETWEEN STUDS IN / . '. VERIFY ANY DIMENSION OR MATERIALS WITH ARCHITECT FOR 8"CORNER BOARDS(SEE ELEVATIONS FORZ BOARD AND BATTEN USING HARDIE BOARDS. DESIGNATD LOCATIONS, CLARIFICATION AS NEEDED. 8. NEW EXTERIOR OPENINGS TO BE ANDERS;EN 400 SERIES LOW-E4 HIGH 13.INSTALL COMBINATION SMOKE AND CO DETECTORS TO TIE IN WITH EXISTING DRAWN: 3.TYPICAL WALL/CEILING HEIGHT TO BE 9'-0"UNLESS OTHERWISE NOTED.SEE PERFORMANCE DUAL PANE UNITS WITH H-IEATLOCK COATING TO MEET THROUGHOUT HOUSE.REPLACE EXISTING AS NECESSARY TO CODE.ALL NEW r S a " SECTIONS FOR DIFFERENT PLATE HEIGHTS SUPPORTING ROOF DECKS.BEDROOM CURRENT ENERGY CODE(U-VALUE MAX OF 0.27 AND SHGC MAXIMUM OF 0.40) DETECTORS TO BE HARDWIRED WITH BATTERY BACK UP. �€ t �) SCALE: s � WING(WEST SIDE)WALL HEIGHT UNDER ROOF DECK TO BE ADJUSTED AS NECESSARY PROVIDE SCREENS AND HARDWARE.HARIDWARE STYLE AND COLOR AS SELECTED 14.INSULATION FOR WALLS,CEILING,FLOORS, EXTERIOR OPENINGS,etc TO JOB#: (-8'•5'/4").VERIFY FINAL HEIGHTS IN FIELD. BY OWNERS..ALL UNITS TO HAVE EXTENS>ION JAMBS.REVIEW PLANS FOR UNITS MEET CURRENT NYS ENERY CODE(SEE SHT.A-8 FOR NEW REQUIREMENTS ` 4.ALL POSTS FOR NEW STRUCTURE TO INSTALL OVER FLUSH BEAMS,GIRDER, REQUIRING TEMPERED GLASS. FOR BUILDING ENVELOPE AND EXTERIOR OPENINGS.FLASH AND BATT WALLS(R30), ' � 7<° ,e , y 1 6/26/2026 COLUMN w/SOLID BLOCKING OR DIRECT CONNECTION TO POST,OR 9.ALL EXTERIOR NEW OPENINGS TO BE PROVIDED WITH DEBRI-PROTECTION SPRAY FOAM RAFTERS(R49),AND FLOOR CAN BE R30 INSULATION.GC SHALL BE `.• p, SHEET NUMBER: FOUNDATION WALLS BELOW. PANELS WITH NECESSARY HARDWARE,MMRKED FOR SPECIFIC LOCATIONS. RESPONSIBLE FOR REQUIRED MANUALS D,J,S,AND FOR ALL INSPECTIONS " INCLUDING BLOWER DOOR AND DUCTWORK TESTING RE e-1! 5.SUBFLOOR TO BE 3/4 T&G ADVANTECH.INSTALL WITH 10.GC TO REVIEW EXTERIOR WINDOWS AND)DOORS SUPPLIER LIST WITH ARCHITECT REQUIRED. r AF.nn• RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER PRIOR TO ORDERING. 15.GENERAL CONTRACTOR TO PROVIDE ON SITE MEETING WITH ELECTRICIAN AND MANUFACTURE'S INSTRUCTIONS.VERIFT EXISTING SUBFLOOR IN FIELD. OWNERS TO DO WALK THROUGH AFTER COMPLETION OF FRAMING,PRIOR TO INSULATING WALLS. 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FLOOR I ,2X8 RR Co 16"OC ; ^ - DECK I u 12 12�// L2X8 16"OH(TYP) I I 1 1 I ------------------------------------------- -------------------------_,_i---------------- ' --------------------------- ------------------------- ----------------------------- ' 16"OH(TYP) 0 ' I--------------------------------- -------' ' ------------------------------- -------, _ - _ _ _ _ .r, 1 I V 2ND. FLOOR 4 12 I I �W Q I 0 I 1 ; I ^ V I ; DECK I ; ; ; ; -%' r----------------- 12 i i ; _2X8L RR W6"OCI„ i I� o W r I I I 00 I I _ _ _ _ _ _ -L _1Pi w 1 , M I , , , ��• I 1 1 I I , r •----, I ----------------- --------- 16"OH(TYP) i ---------------i i--- ---------i i i i i0 RR ' 1.3/4X14MLRIDGE ,- --------------------------------- I ' r -------------------------------- -.i I I I I 1 I I I I ----------' CJ O Izo O 12 ' i i i 1-3/4 X 14 ML RIDGE I N I I o ' , I I ui , I • x I I I , I L ------------------------------------ --� � ; I II I ; C OGEE GUTTER -------------------------------------- -'I I 2X4 BLOCKING (TYPICAL) I I ' , I I I ❑ 111 I I ' -_-_-- CH E&CB SOFFIT iX8 FASCIA ' 1 1-3/4 X 11-7/8 ML RIDGE ; i i O 12 i i i a S-400 CORAVENT SOFFIT VENT STRIP Ind a ; ; ; 5/4X8, 5/4X4 N 1 I ; `----------------------------"------------- \_F --- ------ -------------• `----� I FREIZE BOARD Co ' O 00 U `------------------------------------------ - ------------------ M diM ,. V N � W EXTERIOR rW � v . u OPENING` � z �12 �� . 1 . i `Vn .y�.11• \ X \ n IN ti} N 10 1 2X8 RR CcD16"OC 2X10 RR a16"OC„ 17 ---------- -- -------- - ------------------------ r SOFFIT DETAIL ---------------- ------------------ - -------------------- ----- ------------------ ; ,U� ^mm . t� -.0 16"OH MP) 16" OVERHANG (TYPICAL) UNLESS OTHERWISE NOTED) dt' `_ v � I I I I 2ND. FLOOR DECK 3: ; ; 12 (9O �..... ...-.�- 0 1 1 2 O' w W 1 1 0 L J Lu I I •-- I 71 L17 --------- 00 ---- �• VJ L ' 16"OH(TYP) �1 O Cn N I� u DE5 �J W PROJECT NORTH PROPOSED ROOF PLAN SCALE: 1/4" = V-01" 1.GENERAL CONTRACTOR TO REQUEST LASTEST CONSTRUCTION 9. APPLY 2 COURSES OF ICE AND WAkTER BARRIER AROUND PERIMITER PLAN PRIOR TO COMMENCEMENT OF ALL WORK AND SITE (MIN.3'FROM EXTERIOR WALL,©VER FINISHED SPACE).APPLY AT CLEARING. VALLEYS AND INTERSECTIONS. 2.GENERAL CONTRACTOR TO NOTIFY ARCHITECT FOR ANY 11.DO NOT INSTALL UNDERLAYMENIT ON WET/DAMP PLYWOOD!!! g DESCREPENCIES,QUESTIONS,CHANGE OF MATERIALS,DESIGN SHEATHING MUST BE DRY AND CILEAN PRIOR TO INSTALLING 'k' CHANGES,etc PRIOR TO MAKING ALTERATIONS.DO NOT SCALE PLANS, UNDERLAYMENT.UNDERLAYMEN'IT IS NOT TO BE LEFT EXPOSED TO r VERIFY ANY DIMENSIONS WITH ARCHITECT FOR CLARIFICATION. ELEMENTS AT END OF THE WORK,DAY.COVER WITH HEAVY-DUTY < s �-' A ii z 41 Ir 3.ROOFING TO BE GAF TIMBERLINE ASPHALT SHINGLES.COLOR AS TARP UNTIL ALL ROOFING IS CONAPLETE. SELECTED BY OWNERS. 10.USE MINIMUM 15#FELT UNDERLAWMENT(30#AT 4:12 PITCH ROOFS) 4.ROOF OVERHANGS TO BE 16"AT HIPS AND GABLES UNLESS OTHERWISE WITH ASPHALT ROOFING. j C � ' �� DRAWN: NOTED. INTERSECTION BETWEEN DECK AND 1ST. FLOOR ROOF TO BE 12.ASPHALT ROOFING TO BE GAF TIPMBERUNE 50 YEAR SHINGLES.OWNERS ijtt '. SCALE: DETERMINED AT TIME OF CONSTRUCTION.REVIEW WITH ARCHITECT TO DECIDE ON COLOR PRIOR TO 1 ORDERING AND INSTALL. FLASHING AND NECESSARY WATER PROTECTION AT INTERSECTION. SCALE: FLASHING -`' FASCIA AND RAKES TO BE iX8 VIN'IYL. FREIZE BOARDS, USE 5/4 VINYL. � i ,_, � JOB #: y •� } 5.ROOF OVERHANGS TO BE 16"AT HIPS AND GABLES UNLESS OTHERWISE 13.GUTTERS,DOWNSPOUTS,DRYWEELLS TO BE INSTALLED. 6/26/2026 NOTED. INTERSECTION BETWEEN DECK AND 1ST. FLOOR ROOF TO BE 8. APPLY METAL DRIP EDGE OF ANY IUNDERLAY ALONG RAKE EDGES AND 6.APPLY MINIMUM 3/4"THICK FIR CDX SHEATHING OVER FRAMING. DIRECTLY TO THE DECK ALONG EAAVES. A ) Y> � ` SHEET NUMBER: 7.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, , FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 0 N O ASPHALT ROOFING w/ 2X10 O FELT UNDERLAYMENT VALLEY PLATE OVER 3/4"CDX SHEATHING ~� 1-3/011-7/8 2X10 RIDGE E...� 12 ML RIDGE RR � h� @16"OC n (3)2X10 h T4 2X8 C1 16"OC (4)2X10 O GIRDER 2X10 .. GIRDER HARDIE SIDING w.HENRYS BLUESKIN =FLOOR G i UNDERLAYMENT OVER 5/8"SHEATHING. EE ' a 3'h RAILING 3'h RAILING 2X8 ACQ @161`OC ; TAPER OVER EPDM (2)1-3/014 ML 6-1/4" 3/4"T&G SHEATHING 1.1/2 w/3/8"STEEL 6-1/4" 4 DECKING ' ' _ — _ — _ — _ _ _ — _ + TOP OF DECK �C (2)1.3/4X14 ML @16"OC RIP'AT 1/4"PITCH 6" _ '"T rOR _ — _ FRAME DROP FOR OH V ABOVE JOISTS w C] Lu W a Z 0 0 0 `a :) �T1 BEDROOM No. 2 � ? Z 04O tu 3 4"SUBFLOOR _ O w EE 0 — � TOP OF FLOOR EL.9.5 w 14"TJ1110 WOOD-I FJ @16"OC T/1i ACCESS rTOF WINDOW 12X6 ACQ SILL PLATE (3) 1-3/07.1/4 CRAWL SPACE (3)1-3/4X7-1#4 ^ EL.7.7 '.•t SILL SEAL,TERMITE SHIELD ML GIRDER TELEPOST TELEPOST ML GIRDER: (TYPICAL) (TYP) (TYP) N 2"PC SLAB EL.5.2 GRADE EL:5.0 PROPOSED GRADE EL:5.0 U EXISTINGGRADEEL:--4.5 _ - - - - - - - - - - - - - - - - - - - 't i e " _ _ _ _ fe"`• % �� F"� 8"PC WALL 6 2'X2'X1'CONC. BOTTOM OF FTG EL74.0 2'X2'X1'CONC. �' O DAMPPROOF FOOTING OVER FOOTING OVER ; _ — — — — — — — — EXISTING GRADE EL: -3.0 o • COMPACTED COMPACTED '•CLEAN FILL CLEAN FILL BOTTOM OF FOOTING EL.2.0 M 24"X8"FTG (3)#5 BARS GC TO VERIFY SOIL CONDIR'IONS CROSS SECTION A PRIOR TO EXCAVATION ,t REVIEW WITH ARCHITECT PRIOR TO CONSTRUCTION "r SCALE: 1/4" — 1�-01' (TEST HOLE LOCATION: (SC)CLAYEY SAND) TOP OF FLOOR. E� L.9.5 BOTTOM OF FLOOR - - - N — " —TOP OF FOUNDATION: EL. 7.7 cn �', O BOTTOM OF GIRDER I - - — — — — — — — — — — — — — — — — — — — — — U AE6 1-3/4X14 TOP OF SLAB:EL.5.2 FLOOD VENT BASE FLOOD ELEVATION �O m O 12 ML RIDGE EXISTING GRADE:EL.4.5+/-— - — - PROPOSED GRADE: EL.5.0' O rl X O EXISTING GRADE:EL.3.0 —BOTTOM OF FOOTING: EL)(3 N cu od \ PER SOIL TEST PERFORMED BY McDONALD GEOSCIENCE ON 1/13/2026, GENERAL CONTRACTOR SHALL HAVE SOIL TESTED PRIOR TO COMMENCEMENT 1P .7 U 11-1/4 ML RIDGE --- ASPHALT ROOFING w/ O 2X8 DF#2 16 OC _ _ WATER IN GRAISH BROWN CLAYEY SAND(SC) BETWEEN EL.0.1 --2.5 OF WORK. ,� � �+ 1..3 BELOW GRADE.SOIL BEARING FOR THIS TYPE IS TYPICALLY 1500-3000psf. A GEOTECHNICAL EVALUATION SHALL BE DONE BY LICENSED GEOTECHNICAL U FELT UNDERLAYMENT Co cn � 2X10 RR �g-)'g OVER 3/4"CDX SHEATHING NEW FILL TO BE CLEAN,NON-ORGANIC,AND COMPACTED TO 95% ENGINEER. @ 16"OC �i4 PROCTOR DENSITY(ASTM D698 AND ASTM D 1557).COMPACT THE SOIL TESTING SHALL BE DONE IN LOCATION(S) OF PROPOSED HOUSE AND REPORT Lo U ATTIC MC RR@� AT 12"LIFTS(TYPICAL)AND TESTED FOR COMPACTION AT COMPLETION. REVIEWED BY ARCHITECT FOR COMMENTS OR CHANGES TO FOUNDATION. O c JA in 61 cd 2X4 GABLE R 2X6 WALL OC N IV WALL(TYP) 9�1 TO CEILING min. 5/8"PT S OVER CJs �•1 2X8 CJ @16"CSC 'O _- (4)2X10 GIRDER (3) 1-3/09-1/2 ML w/ (BOX IN) (2)3/8"STEEL P A ES 16"OH �Y n LIBRARY N RYP) HARDIE SIDING w.HENRYS BLUESKIN W UNDERLAYMENT OVER 5/8"SHEATHING. PORCH LOFT oo 3'h RAILING V O 2X10 RIDGE 18"ML TAPER AS SHOWN � � W12X170 � C1) FOLLOW 1/4"PITCH FROM DECK TO INTERSECTION STEEL BEAM 3 4"SUBFLOOR _ y WITH PORCH ROOF GIRDER - 12 14"TJIl10 FJ @16"OC 14"T71110 FJ @16"OC 2 1 11-71/W �e„ I _ 2X8 CJ @16"OC 1-3/07.1/4 ML SOLID m (2)2X�8 A Q w/3/4"STEEL TAPER 1/4"PITCH (FLUSH WI H BOTTOM OF TO OUTSIDE BLOCKING MUD ROONA LAUNDRY/ PANTRY (3)2X8 Jolsrs(VIF) GIRDER Ir ii 12X12 FIG COLUMN UTILITY q C!� LIVING ROOM ROOM °' Y 6X6 ACQ P I 13'h RAILING 11111111 3/4"SUBFLOOR • ' ' 4 DECKING 2X8 ACQ DJ @16"OC 14"TJI110 @16"O 14"TJI110 @16"O TREADS (1)2X8 ACQ TOF �,� (3) 7-1/4 ML (3) 7-1/4 ML - • GIRDER b EL.7.7 b GIRDER GIRDER (4)rDE 4 ML t r` �t t�0 12"dia CONC. a 16"X8„ GR t" .a.• TELEPOST TELEPOST fV 6. PROPOSED GRADE EL:5.0 Zlo PIER �. �•� PILASTER •� PROPOSED GRADE EL:5.0 EXISTING GRADE EL: --4.5— - — — - — - — - •a r•a.• ; a•a,• ; 8"PC WALL DRAWN: MIN.16"X12"PC ''° DAMPPROOF •j i 2'X2'Xl' BOTTOM OF FTG EL.4.0 2'X2'Xl' (-GYP) F b „••� CONC.FTG. CONC.FTG. : _ — _ - — - - — - - - EXISTING GRADE EL: --3.0 � Caw'za " "!�ir�•. • � '�" � SCALE: BOTTOM OF FOOTING EL:2.0— _ — _ — _ — _ — _ °•`r• ' — _ — _ — _ — _ — _ — _ — _ —BOTTOM OF FOOTING EL:2.0 w ! ��' /~ig JOB#' 2'X2'Xl'CONC. 24"X8"FOOTING �#y +19 �� + �' ��` 6/26/2026 FOOTING (3)#5 REBAR GC TO VERIFY SOIL CONDIRTIONS �. , ' ;; *01 ' �— t ��. PRIOR TO EXCAVATION d. � ,�„ �y,, SHEET NUMBER: REVIEW WITH ARCHITECT PRIOR TO CONSTRUCTION� ! } 4 �A t CROSS SECTION B (TEST HOLE LOCATION: (SC)CLAYEY SAND) Q : SCALE: 1/4" = 1'-0" �. •;'"� �© REVISIONS: 3 3 2025 [RE] Residential Energy Efficiency: Energy Conservation Construction Code of New York State R402.1.3 R-Value Alternative Assemblies with an R-value of insulation materials equal to or greater than that specified in Table R402.1.3 shall be an alternative to the 1 1/4 1 1/2 1 1/4 U-factor or F-factor in Table R402.1.2. " LAV W` [NY] TABLE R402.1.3 INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENT SHO ER �,/4 3 2 �Co CLIMATE ZONE 4 R-VALUE / FENESTRATION CLIMATE ZONE 4 R-VALUE / FENESTRATION 3 Vertical fenestration U-factor 0.27 Mass wall R-value, 15/20 F/4"/4 "/211/4 "'4 "'� 11/4 11/4 "/4 "'2 "/4Skylight U-factor 0.50 Floor R-value'' 30 or 19&7.5ci or 20ci W.C. LAV. W.C. LAV. LAV. SINK W.C. LAV.SH ER SHO ER D.W. F.A.I. Glazed vertical fenestration SHGC 0.40 Basement wall R-valueb,a 15ci or 19 or 13&5ci �3' �o2 3 114 2 3 11/4 11/4 �oug LP34 11/4 Skylight SHGC 0.40 Unheated slab R-value &depths 10ci, 4 ft 0 3 3 3 Ceiling R-value 49 Heated slab R-value &depths R-10ci, 4 ft and R-10 full slab 4 Insulation entirely above roof deck 30ci Crawl space wall R-valueb, a 15ci or 19 or 13&5ci Q SLOPE"1/4"PER FOOT PITCH TO DRAIN — TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE 30 or PLUMBING SCHEMATIC Wood-framed wall R-valuee 3&5ci or 1 SCALE: NOT TO SCALE &10ci Z 0&20ci For SI: 1 foot = 304.8 mm. W Q NR = Not Required, ci = Continuous Insulation. a. R-values are minimums. U-factors and SHGC are maximums. Where insulation is installed in a cavity that is less than the label or design thickness of the insulation, the installed R-value of the insulation shall be not less than the R-value specified in the table. b. "5ci or 13" means R-5 continuous insulation (ci) on the interior or exterior surface of the wall or R-13 cavity 2" insulation on the interior side of the wall. "10ci or 13" means R-10 continuous insulation (ci) on the interior or 2" 2" exterior surface of the wall or R-13 cavity insulation on the interior side of the wall. "15ci or 19 or 13&5ci" means o 2 R-15 continuous insulation (ci) on the interior or exterior surface of the wall; or R-19 cavity insulation on the 0 3 02° o 0 0 0 2° w interior side of the wall; or R-13 cavity insulation on the interior of the wall in addition to R-5 continuous insulation z on the interior or exterior surface of the wall. a c. Slab insulation shall be installed in accordance with Section R402.2.10.1. FASTENER TYPE: SPACING: U O No.8 WOOD-SCREW d. Reserved. BASED ANCHOR WITH 16"OC M tin.EMBEDMENT LENGTH BAS 10 ED ANCHOR o o e. The first value is cavity insulation; the second value is continuous insulation. Therefore as an example "13&5" BASED ANCHOR WITH 16"OC � / / 1/41n.EMBEDMENT LENGTHmeans R-13 cavity insulation plus R-5 continuous insulation. 1/4in.dia.LAGSCF:EW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH m® f. Mass walls shall be in accordance with Section R402.2.6. The second R-value applies where more than of o 3/4"APA PLYWOOD half of the insulation is on the interior of the mass wall. SHEATHING p 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNALTERNATIVIVE:7/16"O.S.B.) g. A maximum U-factor of 0.30 shall apply in Climate Zones 5 and 6 to vertical fenestration products installed in Cn o ® ® ®mcm CO � aj v �I 1/2"APA RATED SHEATHING buildings located either: GRADE PLYWOOD ® O (ALTERNATIVIVE:7/16"O.S.B.) O T V p0 � M O � 1. Above 4,000 feet in elevation. H co cc ce F2 Qo) FASTENER TYPE: SPACING: 2X4DF#2 2. In windborne debris regions where protection of openings is required by Section R301.2.1.2 of the Residential I 'U No.8 WOOD-SCREW STUDS 40m BASED ANCHOR WITH 10"OC 0 Code of New York State. WINDOW SILL m ® ®® ® ® Ln U 2In.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS �-- BASED ANCHOR WITH 12"OC �� n N { v PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH 30 or 19&7.5ci or 20ci means R-30 cavity insulation alone or R-19 cavity insulation with R-7.5 continuous insulation or R-20 .0 w THAN 4 FEET 1/41n.dia.LAGSCREW a BASED ANCHOR WITH 16"OC Q Q continuous insulation alone. 21n.EMBEDMENT LENGTH TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER#WITH STAINLLESS STEEL No.8 WOOD-SCREW Em< W OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC E••I THAN 6 FEET 2In.EMBEDMENT LENGTH AND NUTS @ 2'-0"O.C. TYPICAL MULTIPLE OPENINGS No.SO WOOD-SCREWS O BASED ANCHOR WITH 9"OC 2In.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASE dia.ANCHOR I � Q BASED ANCHOR WITH THAN 8 FEET 2In.EMBEDMENT LENGTH 16"OC o� WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING NCI WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/161, AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 11) COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Emma(, 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. T J 1 An CP tg : DRAWN: MH/MS SCALE: i y c N M"6 JOB#: 3/19/2026 SHEET NUMBER: Ki A- 8 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFAC TURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS N, • ENDWALL RAFTER WALL STUD CRIPPLE STUD o • BOTTOM PLATE o RIDGE ' ° HEADER LEDGER BATHTUB DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HIOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 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 RAFTER' 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 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 W WALL STUD THROUGH—ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR O METAL STRAP No CRICKET AT TOP—SIDE OF VENTILATION CHANNEL W RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN W ` VENTILATION WOOD JOIST FOUNDATION ' ' ' ' ' ' ' � � SIDEWALL FLASHING TOP PLATE BLOCKING Q ' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPP'ING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AMID ALL WINDOW/DOOR OPENING JACK STUDS AT WALL TO 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 Z / THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. 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 ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF /a INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD r FLASHING TO FORM CHANNEL INSTALL 4'O" O.C. APPLICATION AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION SOFFITED EAVE [� 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME/ MATERIAL AS ROOFING Q/ EXTENDS UNDER SHINGLES AT Q SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT W q O WOOD JOIST Q 01 W TOP PLATE O z ol SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST FI AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD D PROVIDE HEMMED EDGES SO hF----1I FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES AS TO FORM DRAINAGE CHANNELS AND RAFTERS U INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 0 4" — 8" LSTA36 1-1/4'x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS PRE—MANUFACTURED KEEP PEAK TOALLOW 1FREE2 _ RIDGE VENT FOLDS CONNECT EACH FROM / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH INSTALL 4'O" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR.8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SILL GASKET v SUB FLOOR WOOD JOISTS TYP. CONC. FOUNDATION ^ CONC. SLAB r GASKET m cdni v 2x6 2x8 CONTINUOUS WOOD PLATE rn DAMPPROOF EXTERIOR 6 MIL. POLY _ V , / BOLTED TO STEEL BEAM WITH o V GRANULAR FILL s � i I X � ^ �i 6MIL POLY ON EXTERIOR � � � � � , n, ° V STEEL COLUMN I p ' �� ; 1/2 " DIA. BOLTS ® 48" o.c. STAG. Stu • n � . , :, � O x o ,Q _ o o \ ROOF JACK �`� Fi `� CONC. SLAB ' p �+ STEEL BEAM 'C7 v �'• ° ( ^ o �.p �' iANCHOR BOLT EMBEDMENT: �� o a � COMPACT FILL POURED CONCRETE: 7" ` I 4" x 1/4" x 8" STEEL �4IT u ' Q B LOC K WALL: 15" �� + p ROOFING LAPS TOP AND BOTTOM PLATE co KEYWAY FOOTING o V / �.^ e ^ 4A ° 4 ° 1 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT z ^i d e CONC. FTG. p USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� �n U co + ° : 4 ANCHOR BOLT CONNECTION 1/2" GROUT �` �o cn ((USP LB PS58 OR B P583) `� p ANCHOR BOLT CONNECTION REINFORCING BAR DRAIN TILEAlu •• FFOUNDATION5/8" DIA. ANCHOR BOLT I I 3" STEEL COLUMN N .G W p I I SUPPORTIN(G MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) R. 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 CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION E� SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL 0 SUBFLOOR 6 CONC.6 10/10 WWM II DOOR FRAME COMPACT FILL GARAGE I �_ JOISTDOOR N USE 2X8 STEEL B EAM FOR BLOCKOUT 4„ SLAB ' P.T. PLATE W/ 6X6 WMM \ I I SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT • ,p 1/2" AIRS ACE �`, < I <I ° ° (WITH A NAILING PLATE IF NEEDED) U • - C; AT ES OF WOOD END AND ,� ?'p ,° ` °a'° " TO BE APROX. 1/2" OR HIGHER THAN p STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE CI n------«-----i BEAMS _ o D o O 'a e n `1,, + + + q �',' D e p e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ) �'� ° 6X6 W.W.M. , — — — •r — — — — _ 1 "+ 4 ° _ i� o' ° D 'p —I —III= e �'p �'p n'i e \NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM — p p e LLIT SUB FLOOR > �% • .�1�►{�;�� •a n • REINFORCING BAR NOTCH EQUALS 1 4 DEPTH OF B EAM r1= D o' ° o . D �� REINFORCING BAR o•° / "I� ° p °'o �o ° �— I OIST � ` ,�. \' U DRAIN TILE �4 ,•' G'+�v 12" ° d° SHEET METAL / 30# FELT (UNDER BEAM AT POINT 21 ° l�'n �° �° ° FE A STEEL BEAM > ., OF CONTACT WITH CONCRETE OR CONC. BLOCK Q� r = c 3.. PLATE (BOLTED TO B EAV ✓ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •° A SHIMS TO LEVEL BEAM , ^ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM � GARAGE DOOR B LOC KOUT DRAWN: MH/MS SCALE: BEAM POCKET Q ' t�� r 3:_ �'' t JOB#: 3/19/2026 SHEET NUMBER: A-9 REVISIONS: CODE: 2025 IRC, 2025 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 SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLA HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 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. TO HEAVY I MODERATE 4"MAX. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. �If 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 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z RAFTER JACK STUDS All fasteners, hangers and anchors to be galvinized or stainless steel. M2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION! LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. rTl STAIR RAILING ILOCATIONJUSP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 L526 18ga. SLOPE HANGER APPLY TO EACH RAFTEIR/LEDGE ALL OPENINGS LSTAl2 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. W ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing a 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers O and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. !W HAMDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �rT� to girder(s). W/•� RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. /F•••� 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 WALL STUD o HANDRAIL NOTES: OPEN BALUSTER; ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. W 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 IEACH than 2 inches. If the handrail is not circular it shall have a 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/PLATE RT15 TYDOWN ANCHOR RAFTER TO IPLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT(OVER USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS than 6-1/4 inches with a maximum cross section of CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 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 4"MAX. portion of the profile and achieve a depth of at least 5/16 4 DIA.MAXIMUMinch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 W GIRDER/HEADER p q p 04 0 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 a GIRDER/HEADER o handrail above the recess shall be 1-1/4 inches to a O O W 0 maximum of 2-3/4 inches. Edges shall have a minimum 0 z JOIST POST/COLUMN ° o radius of 0.01 inches. ° ^ o ;° POST/COLUMN NAILING SCHEDULE a U GIRDER/HEADER OOF SHEATHING: V JOINT DESCRIPTION NAIL NAIL NOTES POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING M STRUCTURAL PANEL 8d AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLIICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PB544/PBSE44/KC44 POST CAP ANCHOR APPLY TO IEACH COLUMN DECWPORCHI RAILING 6x6 SOLID COLUMN PB566/PBSE66/KC66 POST CAP ANCHOR APPLY TO IEACH COLUMN ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOISTHOLLOW 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 TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL o CEILING JOIST 8'WALL: 3-8d COMMON EACH N v TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL o CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o In a o , . , �� ' STU PARALLEL RAFTER WFCM-SBC LAP NAIL rn m o BEARING PLATE �...J GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE r x o OVER PARTITION WFCM-SBC LAP NAIL �" w o ';rc- COLLAR TIE AS PER TABLE 3.4 EACH FACE v \ TO RAFTER WFCM-SBC END NAIL 94 o s: EACH TOE 2-8d COMMON ^ `� 4 WOOD JOIST �`;.��++.•• r, TO RAFTER END NAIL RIM BOARD EACH END U m ` .. LEDGER I I ": CONCRETE PIER • TO RAFTER 2-16d COMMON END NAIL 00 `� ° GIRDER/HEADER I I 00 °' WOOD JOIST { G 3 WOOD JOIST WALL FRAMING: W L"'-•••-•• JOINT DESCRIPTION NAIL NAIL NOTES ...'.{'{:. . V• QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER 1::::: —ll DOUBLE 2x TOP PLATE TO PER (MINIMUM) TOP PLATE 2 -16d COMMO FOOT FACE NAIL CEILING JOIST TO BLLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W I - TOP PLATES AT JOINTS FACE H LEDGER TO BE CONNECTED TO BLDG;. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS U TO ALLOW FOR SHRINKAGE. ROD I I STUD TO 24" FACE (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE 2 -16d COMMO REQUIRED ;{:�I I STUD O.C. NAIL FOR$TU '•�.............. (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16'O.C. FACE ••• ..•• HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER (I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL lN� LAPPED OVER FIRST CONTIN. f; ••-•:••••••• THREADED ROD BOTTOM PLATE TO: PER PE O SIDINGBELOW , FLOOR JOIST, BAND JOIST, 2 16d COMMON FOOT FACE MAIL 1/2"DIA. LAG BOLTS W/WASHERS : : ' CNW COUPLER MUT END JOIST OR BLOCKING CONNECTED TO BLDG. @16"OC STRINGER POST � @I6" c i•r• .T minimum DECK FRAMING• '=1 END DISTANCE NAIL JOINT DESCRIPTION NAIL NOTES (2 BOLTS 1 •r� ;;a•.•.,.....,.,, QTY. SPACING I BOLTS w.l " P944 POST a ' �• JOIST TO: PER TOE ANCHOR "dia. I ,, : ••• � •• ':•,•'•••••••• 1 � 4-8d COMMON PIER ! : �•-�.'° ...• •,..••• MINIMIgM s ^ SILL,TOP PLATE OR GIRDER JOIST NAIL FLOOR FRAMING • n ie^TREAD o 1� ..„ 2x JOISTS , ;�•� :�. ., 12"x12"x12" V V >' V TO JOIST 2 8d COMMON BRIDGING EACH TOE a '-''' o o ENS '11`ANCE ° CRADE a CONC.SLAB °°•aa ��•� :r°?�•Q;:fl5i� ! CONCRETE FOOTING °� END NAIL '°. (AS REQ.) '4'p° '•�...:.,.:r v v ` Gs BLOCKING FOR JOIST HANGER BLOCKING EACH TOEd"rr •a�• •eQ � � � � 2 -8d COMMON LAG BOLTS b 8"dia. ° ,�� DECK PIER v " i4 TO JOIST END NAIL BLOCKING TO: EACH TOE ;,. r, •p p :9" CONC. o e9v; PER PLAN SILL OR TOP PLATE BLOCK NAIL :+' C 3'-0 PIER HOLLOW COLUMN UPLIFT 3 -16d COMMO t3 RIM JOIST/BD. G c ' ��, <^ , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP DRAWN: MH MS EACH FACE ' �, ° °° •••° 4 INSTALL AS PER MANUFACTURE'S RECOMENDATIO)NS DECK POST FTG. CONNECTION 3 -16d COMMO s ' / a e e TO BEAM JOIST NA IL SCALE: LOCATION USP NUMBER DESCRIPTION APPLICATION � JOIST ON LEDGER PER TOE i.�► az13� JOB#: DECK/PORCH LEDGER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMO JOIST NAIL �� 3/19/2026 -y. • 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMONPER END SHEET NUMBER: TO JOIST JOIST NAIL BAND JOIST TO: 2 -16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT A- 10