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TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51193 Date: 09/17/2024 Permission is hereby granted to: Joseph Sbarra 3200 Cox Neck Rd Mattituck, NY 11952 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter, SCHD & Trustees approvals. Premises Located at: 2590 Cox Neck Rd, Mattituck, NY 11952 SCTM# 113.-8-6 Pursuant to application dated 04/02/2024 and approved by the Building Inspector„ To expire on 03/19/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $4,098.00 CO Single Family Dwelling-New $100.00 Total S4,198.00 Building Inspector IN; TOWN OF SOUTHOLD—BUILDING DEPARTMENT 71 "' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 httDs://www.southoldt w!MY Date Received M APPLICATION FOR BUILDING ,P" � �° For Office Use Only �... � �, �u Building r: Ins ect I �T910 s" PERMIT NO, p r Applications and forms must be filled out in their entirety.Incoplete, . applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: ��C °� p�";p—Ci, SCTM # 1000- Project Address: , , , m Phone#: Email: �� c r'; Mailing Address; ( ' �. .,IL C} W " - w16- . CONTACT PERSON: Name: !! ^ Mailing Address: C r m ) Email: Phone#: r DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: x Phone#: " � 1 Email. DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair n Estimated Cost of Project: ❑Other $ Will the lot be re-graded? es El No Will excess fill be removed from premises? ❑Yes 9 o 1 PROPERTY INFORMATION Existing use of property: Intended use of property Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes []No IF YES, PROVIDE A COPY. L'Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): MAuthorized Agent ❑Owner ,. Date:Signature of Applicant: �- STATE �-- OF NEW YORK) ii,, COUNTY OF ���'l n ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the -"-, j (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this da r'� 20 of , STEPHANIE M POLIDORO Notary Public Notary Public,State of New York No.01 P06315684 Qualified in Suffolk County T" OWNER AUTHORIZATION Commission Expires December 01, ere the applicant is not the owner) 2r- I, C)5 Irl �� residing at � ,, UF i��P" " Cc, w do hereby authorize ! o, C"o k to apply on my behalf to the Town of Southold Building Department for approval as described herein. r s gnature Date (A�. Print 0 er's Name 2 ,.,, o"..,w., '9 �n -" ( �,�,i :r° rAw �.. w "� s• ,.., ..«,9 .,,.w w I �>'' � aw*"� r .,.. " ,. r�. , „ i.w.. x. . .,.. ,»n , c n ,in'av ,,,.r.re r r, .., i➢A➢f w,.>rPX,,,uFi,, ,.,�1 ....r ,., ,.;.., ,.., �. ';w�✓ /,..,��,�^iY u;,u V„GI„A;,bA I°,UIYYrx,Rvfiil�iYc,!�..ewg„TJ,➢.,wA V,;;f a,",�^ gGY 71,�jY,wr(.✓�,N;wN„dllrA��iTr r„4"hrlF�r' „J;.,i.,. ro 9k;w 9�". roll�"N�/�'F�1"I�'1�'L�1'. IrYPA;l171�'. ,^;�,. i ,0 BOARD OF SOUTHOLD TOWN TRUSTEES ' 1 SOUTHOLD,NEW YORK F1 r PERMIT NO. 10510 DATE: DECEMBER 13 2023 ISSUED TO: JOSEPH SBARRA , PROPERTY ADDRESS: 2590 COX NECK ROAD,.MATTITUCK SCTM# 1000-113.-8-6 AUTHORIZATION (' mr Al Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in , accordance with the Resolution of the Board of Trustees adopted at the meeting held on ,December l 2 rt and in consideration of application fee in the sum of L.25�?.C1Q paid by Joseph Ska L and subject to the Terms A� and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the is r following: Wetland Permit to construct a proposed two-story dwelling with a 2,170sq.ft. first floor living space,2,001sq.ft. second floor living space,277sq.ft.front covered porch, 104sq.ft.side covered I � patio,488sq.ft. seaward first floor covered patio with terrace above,54sq.ft. side covered entrance,and A.C. units; a proposed 624sq.ft. detached garage landward of dwelling; a 20'x40' in-ground pool with a 400sq.ft. patio surround, pool enclosure fencing, pool equipment area; r and to install an I/A OWTS sanitary system; with the condition to establish and perpetually r Mrc maintain a non-disturbance area running from the 30' contour line or the seaward end of the y neighbor's fence, towards the water; and a non-turf area running from the 30' contour line or ; the seaward end of the neighbor's fence,landward to the pool fence; a revegetation plan to address the clear cutting of the lot; and as depicted on the revised landscape plan prepared by, -;I Dragonfly Landscape Design,LTD., received on January 26,2024 and stamped approved on March 21,2024,and on the survey prepared by Steven Barylski, last revised January 11,2024 and stamped approved on March 21,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year first above written. , ' , I i r ..mm k�'nl rc duwri, tsdu�r�ua,�vwrm��awr,,,arf�drw.,�wo�!r c,ww.ir ���✓ussnrY�uirnrrr,4^ua,�,nuw u,a,tir✓i�miryr„,u!u,,wirwuiu,,,,r I aii�,owM rv+r�,euuw,a a a/I�yr ��a,...o,^rt'rr u v ,wrru�»�� r u , .oari,au,i;a �r,d „w�au ,. "4 � / �^� "�' ry ii �'' .,,,, � ��.��� �r rw� �RGv.Swn f� V ,,� � ra ➢��� �'w 4 ;r e f D � P u4 rf` � � ���^�'���,�" !�Y»� �r �v(fl� '' �41q�p �"n� I �.w,:;rn• �•�''�N �''�ry" ro,up,,.;;,���Lr���k'�!, %"'�� y`^��� � �J�-^ NEW YORK STATE DEPARTMENT OF: ENVIRONMEN.A , CONSERVATION Divinlon of UtlVifOn111OM11 P&11110,R4919n 1 SUNY ft Stony Bmok,50 Circle Road.Stony Br0o1c.NY 11790 R(631)444-0651 F:(631)444-0360 WWW 011-0.nMOV LETTER OF MO JURISDICTION: TIDAL. WETLANDS ACT NOTIFICATION OF ENDAN ERE SPECIES ACT JURISDICTION I September 11, 2023 Joseph Sbarra 3200 Cox Neck Rd Mattituck, NY 11952 Re: Application # 1-4738-00161/00003 Sbarra Property—2590 Cox Neck Rd, Mattituck, NY SCTM # 1000 — 113 — 8 —6 Dear Joseph Sbarra, Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property landward of the topographic crest of a Fluff in excess of 10 feet in elevation as shown on the survey prepared by Steven F. Barylski, dated October 19, 2019, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no Tidal Wetlands permit is required to conduct regulated activities landward of the 30-foot elevation contour (topographic crest). In addition, DEC has determined that the demolition of the slab and portion of the existing residence within Tidal Wetlands Act jurisdiction is greater than 75 feet from the tidal wetlands boundary and is listed in the Tidal Wetlands Land Use Regulations (6 NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required under the Tidal Wetlands Act. Be advised, any additional work or modification to the project as described, may require DEC authorization. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project, Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15" wide construction area) or erecting a temporary fence, barrier, or hay bale berm. �hk4£MUM 0)wall"114"I° a "JIMM wd L116V1t0(olif,1101 Ilk, it9@116Vd1la5Ni Scott A. Russell SUPERVISOR N\4A,NA\{G 1EN1IENIF SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of S'o u th o l CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM INFORMATION TO BE COMPLETED BY THE AP PL[CANT ( APPLICANT INFOR ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT.. (Property Owner, Design Professional, Agent, Contractor, Other) Date: „ NAME U �n Contact R IilfotVn nation: Pro ert Address / Location of Construction Site-, S.C.T.M. 1000 Mrict __ Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT c - Area of Disturbance is less than I Acre. No S P.D.E.S, Permit is Required I Project does Not Discharge to Waters of the State. No ST D.E.S. Permit is Required ® - - Area of Disturbance is Greater than I Acre & Storm-�\ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a SRD.E.S. Permit DIRECTLY From N,Y.S. D,E.C. Prior to Issuance of a Building Permit. \rca of Disturbance is Greater than I Acre & Storm N arPr Rimnff Flows Through Southold - Towns MS4 Systems to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D,E.S. Permit through the Southold Town Engineerrn De artment Prior to Issuance of a Building Permit. Revie,,ved By Date: F'(1RM x CM('P-T(1C (lrrnhar gn In !/ Generated by REScheck-Web Software Compliance Certificate F Project 2590 Cox Neck Road Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 6,143 ft2 Glazing Area 25% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2590 Cox Neck Road Quogue Developers Mattituck, NY-New York 11952 22 Emmas Path Remsenburg, NY 11960 r i / 7r ✓%ii i 1. v, Compliance: 5.9% Better Than Code Moxinium UA: 648 Your UA: 610 M,)xinAmw SHC;C: 0.40 Your SI-GC: 0.28 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, Sealed Attic (Insulation in rafters): Cathedral Ceiling 2,280 35.0 0.0 0,030 0.026 68 59 Cathedral Ceiling: Cathedral Ceiling 387 35.0 0.0 0.030 0.026 12 10 Wall: Wood Frame, 16" o.c. 3,731 26.0 0.0 0.052 0.060 146 169 Front Door: Solid Door(under 50% glazing) 36 0.390 0.320 14 12 SGD's: Glass Door(over 50%glazing) 271 0.300 0.320 81 87 SHGC: 0.26 FWD: Glass Door (over 50% glazing) 24 0.300 0.320 7 8 SHGC: 0.21 Windows DH: Wood Frame 556 0.300 0.320 167 178 SHGC: 0.28 Windows CAS: Wood Frame 10 0.290 0.320 3 3 SHGC: 0,29 Front Door Glass: Wood Frame 20 0.560 0.320 11 6 SHGC: 0.66 BAS slab at stair: Slab-On-Grade (Unheated) Insulation depth: 3.0' 9 10.0 0.660 0.700 0 0 Insulation position: Horizontal Insulation Basement Wall: Solid Concrete or Masonry Wall height: 9.0' 1,280 7.0 7.0 0,,049 0.059 63 76 Depth below grade: 8.0' Insulation depth: 9.0' �...... ....... ........ ............ ....._... ... .... ............._ ..... Project Title: 2590 Cox Neck Road Report date: 02/16/24 Data filename: Page 1 of10 Basement Wall egress: Solid Concrete or Masonry Wall height: 9.0' 192 7.0 7.0 0.067 0.059 8 7 Depth below grade: 2.0' Insulation depth: 9.0' Egress Windows: Wood Frame 66 0.300 0.320 20 21 SHGC: 0.28 Basement Wall stair: Solid Concrete or Masonry Wall height: 9.0' gg 7.0 7.0 0.069 0.059 5 4 Depth below grade: 0.0' Insulation depth: 9.0' Door: Solid Door(under 50% glazing) 24 0.200 0.320 5 8 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. David Maschke '° 2/16/2024 _. _ ._...- 1 v , _ Date tl ou��u�r- VuIVa!�, ��`.����uliti��- Signature `1; 2 5 10 0 d, _ _. .. ..... ..... ....... - 6/24 Project Title. 2590 Cox Neck Road Report date: 022 ciflO Data filename: Page 2 of10 REScheck Software Version : REScheck-Web inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the Laser 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 iternized in a separate table, a reference to that table is provided. Se#io f�ed n , Pre-Inspection/Plan Review PIanV lue FielValuef1e & Req.ID Complies? { Comments/Assum d P _ _ tions 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal i ❑Not Applicable envelope represented on construction documents. 103.1, Construction drawings and ❑Colmplies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems, ❑Not Applicable Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. 3 11 02.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. "' .,.....w Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3), . .........---w.® ........_. ..._....... Report date Page 31of10 Project Title: 2590 Cox Neck Road Data filename: ection# Foundation Inspection Plans Verified Fiel Verified Complie S � p s7 Comments/Assumptions & Req,ID 402.1.2 Slab edge insulation R-value. R W, R ❑Complies See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated ❑Does Not table for values. „ ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable i 402.1.2 Slab edge insulation ft ft ❑Complies See the Envelope Assemblies [FO3]1 depth/length. ❑Does Not table for values. ❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R-IT R-_ ❑Complies See the Envelope Assemblies ,[FO4]1 insulation R-value. Where interior R_ R- ❑Does Not table for values, insulation is used, verification ❑Not Observable may need to occur during ❑Not Applicable Insulation Inspection. Not required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [FO5]1 insulation installed per ❑Does Not manufacturer's instructions. []Not Observable ❑Not Applicable 402.2.9 Conditioned basement wall ft _ft ❑Complies See the Envelope Assemblies [FO6]1 insulation depth of burial or ❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 iHugh Impact (Tier ) 2 Meduurn Impact (11er 2) L3 Low Impact(Tier 3) 1 --- — /16/24 Project Title. 2590 Cox Neck Road Report date: 02 4f10 o Data filename: Page 4 f10 Section Plans Verified Field Verified Comments/Assumptions # Framing / Rough-In Inspection Value Value Complies? & Req.ID 4012.1,1, Door U-factor, U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Com Plies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 ❑ [FR2]1 Not Applicable 3 11 03.1.3 U-factors of fenestration products OComplies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. I ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑C:arn li�_�P• s [FR23]1 installed per manufacturer's ElDoes Not instructions. [ Not Observable ❑Not Applicable. 402.4.3 Fenestration that is not site built Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate -2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies [FR71.3]1 boxes are sealed with ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. 11 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. []Does Not ❑Not Observable ❑Not Applicable . . ............. 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact p Page 5 of10 Data filename:......590 C...... Road ._, Report date: 02/16/24 Section 1 Plans Verified Field Verified # Framing / Rough-In Inspection`' Complies? Comments/Assumptions Value Value & Req.ID 11 40313.7 Ducts declared to be within the ❑Complies [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous ❑Not Observable air barrier and within the building thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3) the ceiling insulation R-value installed against and above the insulated duct >= to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids R- R ❑Complies [FR17]2 above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to >_R- ❑Not Observable 3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable pipes R ❑Complies 403.5.3 Hot water i es are insulated to R--� [FR18]2 >_R 3. ❑Does Not ❑Not Observable ❑Not Applicable 11 403.6 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable i Additional Comments/Assumptions: l i•{igh Impact(Tier 1.) 2 medium Impact ('rier 2) 3 Low Impact (Tier 3) ..... ...... .......__ ...._....... ............. ......... ...... �. Project Title: 2590 Cox Neck Road Report date: 02/16/24 Data filename: Page 6 of10 Insulation Inspection IL Plans V e r fled l FieldVerified Complies? Comments/Assumptions _ Se ion p ssumptions 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 4012.1.1, Wall insulation R-value. If this is a R- R ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values, 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation requirement applies (FR10). ❑ steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: J 1lilgh Impact (Tier 1) 2 Medlu urn Inrupac (..iueu-2) 3 Low Impact(Tier 3) _... ......- _........ ........ Project Title: 2590 Cox Neck Road Report date. 02/16/24 Data filename: Page 7 of10 ..a _ PIanValue fied Fiel�..,...,. . Section ' # Final Inspection Provisions Value Complies? Comments/Assumptions Req.1D 4012.1.1, Ceiling insulation R-value. R- R --Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill' 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]' Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 Attic access hatch and door R- _ R ❑Complies [F13]' insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies l [F117]' ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 OComplies [F127]' determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ❑Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. - - 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]' cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable o cuii dw Ding Fraii i niing linspection 1403.3.2.1 Air handler leakage designated ❑Complies [F124]' by manufacturer at <=2%of ❑Does Not g design air flow. ❑Not Observable ❑Not Applicable 4 11 03.1.1 Programmable thermostats ❑Complies [F[9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. Does Not ❑Not Observable ❑Not Applicable 41 11 03.15 1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable IHigh Irnpeact(Tier l) 2 Medium 1 m pact_(Tier 2) 3 i ow ilylp ca' (i ier 3 fi Project Title: 2590 Cox Neck Road Report date: 02/16/24 lename: Page 8 of10 Data # Final Inspection Provisions � Complies? Comments/Assumptions & Req.ID Value G 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy []Not Observable and air flow limits per Table ❑ R403.6.1. Not Applicable 40 11 3.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply pipe. Gravity and thermos- syphon Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the 9 piping _ I 403.5.2 Demand recirculation water ❑Complies [F130]2 systems have controls that ❑Does Not manage operation of the pump ❑Not Observable and limit the temperature of the water entering the cold water ❑Not Applicable piping to <= 1049F. 11 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side []Not Observable pressure loss of drain water heat recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 4 11 04.1 90% or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 4014.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable " e 401.3 Compliance certificate posted ❑ComTies.., p [F17]2 ❑Does Not ❑Not Observable i ❑Not Applicable A 118gh Impact(Tier 1) 2 Medium Impact' (Ter 2) 3 Low Impact i'l u� u �) � i Project Title: 2590 Cox Neck ®......................_ _ ....... .... .�...__ ....... ..._ ...._ ........ . Road Report date: 02/16/24 Data filename: Page 9 of10 Final Inspection � Plans Verlue Va.. rifted Complies? T Comments/Assumptions +�ctrora ns Verified � Field Verified tion Provisions p � Value � & Re ,ID 303.3 Manufacturer manuals for ❑Complies [F118]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable []Not Applicable Additional Comments/Assumptions: I High Impact.(Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title .. ........_ _... _. .... ...._ _._.....�.. ..... ' P 0 Cox Neck Road � Report date: 02/16/24 Data filename: Page 10 of10 �i� r✓t/r�iir�r /� / / n' l / ;G /''��✓, � 7/(, fw7ri//�AFI° /rr ((ll"rHG,r,,,r✓� v� /�/ r/�(1��//r" l r r�i�rl�r���//✓/frr�/��i/��j/�/�yf��+k"�✓b//y//��pl � r�f�ryI ��jri���i���� ��1���� � '/r Above-Grade Wall 26.00 Below-Grade Wall 14.00 Floor 10.00 Ceiling / Roof 35.00 Ductwork (unconditioned spaces): , '///liir/'/GiOf i%r,a r r r y r i r/i yU%iiJ/ J°lov! iaiy - Window 0.30 0.28 Door 0.30 0.26 Jd(fllrf%r„ i / ✓j/ %i/ ri/rJly%l/ r a/ Gr ,4 w` ,',,. „% ✓;% J�/NGilirr,i, kiG/r / ,T Nr + M Heating System: Cooling System: ........... Water Heater: '��NOR 1/15 ���r/��y�l/((��%i%�i�fr,�lr: Name: Date: Comments T U "I U ". CLEAN OUT L.� Submit...�j° "S BACK I IN IN BASEMENT USE �, �, � 6 The Installation and Construction of the Sewage Disposal System �� Use r 7 TACK 0' MIN - PORCH C w� Abandonment of the existing sanitary system must be in �. �. _ ENLARGED SANITARY VIEW conformance with the Department's SCALE: 1 10' Submit completed form WWM-080 as proof REVISED P� LANS APPROVED 6/26/2024 PERMI� T EXPIRES, 7/ 17/2025 OCKING "O GRADE FINISH GRADE 34.0' _ _ 2 0'HT MAX PES TO 1�0'HT MI N (Lc as — 4.0' HT. MAXIMUM E r =!E�SLAB ......... HYDROACTION I/A OWTS INV 3 0.5' SUFFOLK COUNTY DEPARTMENT OFHEALTH SERVICES '1 JUL - 1 2024 :-7: PERMIT FORAPPROVAL OF CONSTRUCTIONFORA BUILDING DEFT• E = IN LE AMILY RESIDENCEONLY TOWN XSOUI` 01 9.5 FT MIN 7/17/2022 e s R-22-0933 BOTTOM OF UNIT ELEV. 21.0' S.C.T.M. 1000 - 113 - 08 - 06.000 ENO GROUNDWATER ENCOUNTERED��...._—._..�.m.._—..��.........� ,, APPROVED SANITARY PLAN 3 FT MIN ATTESTHOLE TOWN OF SOIL' I-IOLI ....... FOR MAXIMUM O�F 7 AREA = 61 HAMLET OF A ITUCI SANITARY LEACHING POOL ,404 SF. = 1 .4096 ACRES mDETAILEXPIRES THREE YEAR FROM DATE OF APPROVAL SCALE: 1" = 30' 2950 COX NECK ROAD SS S�� V-01. 1I3 _ �_ � I ----- IREVISIONS: 1 SECTION R301 - DESIGN CRITERIA 1 10 GENERAL NOTES: _S71 -1gs 166UED FOR PERMIT: 06130123 ::77 7- ................. THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE RESPONSIBLE CHANGES TO LNDY: 01/12/23 R301.2.1.2 Protection of openings. FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROGRAMS IN 7 Exterior Glazing in buildings located in windborne regions shall be 2x6 ON THE FLAT DOUGLAS FIR CONNECTION WITH THE WORK. ISSUED FOR PERMIT: 11/30/23 MEMBER UNDER PLYWOOD PANEL ---I_T_lF___F---7,---7l-T_T---IT---1---7 11-T-1---- I 1 11 1 11 11 11 11 1 1 RFV45 PER TOUJN; EV20/2024 protected from windborne debris. Glazed openings protection from FASTEN EACH END OF 2x6 WITH 1.THE CONTRACTOR SHALL GIVE ALL NOTICES&COMPLY WITH ALL LAWS, ORDINANCES, (l X 4-1/2"SCREWS EACH END RULES, REGULATIONS&LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE 7 windborne debris shall meet the requirements of the Large Missile ---JL---JL ___JL---JL__ 11 �F--- IF---IF-- PERFORMANCE OF THE WORK&SHALL PROMPTLY NOTIFY THE ARCHITECT IF THE Test of ASTM E 1996 and ASTM E 1886 as modified in Section DRAWINGS&SPECIFICATIONS ARE AT VARIANCE THEREWITH. 7 301.2.1.2.1. Garage door glazed opening protectiDn for windborne #8 X 4-1/2"SCREWS 10"O.C.AT ALL I u u 1 u II I l I I 2. OWNER AND CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD HARMLESS THE PLYWOOD EDGES WINDOW 4' ARCHITECT&THEIR AGENTS&EMPLOYEES FROM ALL CLAIMS, DAMAGES, LOSSES& DESCRIPTION DATE debris shall meet the requirements of an approved impact resistingUl ..............�;l �r� . .__ 11 . 7/16"MINIMUM PLYWOOD PANEL TO- -/DOORS EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES ARISING OUT OF OR BEHIND RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, C H E CK E D e standard or ANSI/DASMA 115. NOT EXCEED A 4'X 8'DIMENSION DAMAGE, LOSS, OR EXPENSE: Exception: Wood structural panels with a thickness of not SEAM L.F. (1)IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE,OR DEATH OR TO INJURY TO OR _JL---JL__ IL---JL--- less than 7/16 inch (11 mm) and a span of not mcre than 8 feet _111 Lt2�:.7jcL:::: DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF)INCLUDING THE 7 LOSS OF USE RESINLTING THERE FROM AND 1) R A W N 5 (2438 mm) shall be permitted for opening protecti:)n. Panels shall 2x6 ON THE FLAT DOUGLAS FIR T17 7f-T-17.---IF- -I T-I- (2) ISCAUSEDINWH LE OR PART BY ANY NEGLIGENT ACTOR OMISSION OF THE MEMBER UNDER PLYWOOD PANEL I 1 11 1 11 11 1 1 1 be precut and attached to the framing surrounding the opening I I I I CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY FASTEN EACH END OF 2x6 WITH L--- L=== _jL---JL__ J I I I containing the product with the glazed opening. panels shall be (6)#8 X 4-1/2"SCREWS EACH END ................ ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE UNABLE, REGARDLESS < WHETHER OR NOTilT IS CAUSED IN PART BY ANY PARTY INDEMNIFIED HERE UNDER. b predrilled as required for the anchorage method and shall be 1 II b 3.ALL INTERIOR PART!ITIONS TO BEAR ON DOUBLE FLOOR JOISTS. 4.ALL CODES®L�LATIONS OF 2020 RESIDENTIAL CODE OF NEW YORK STATE SHALL 7 secured with the attachment hardware provided. Attachments shall #8 X 4-1/2"SCREWS 10"O.C.AT ALL =.II I ........T===JI I i GOVERN OVER ALL;,CONSTRUCTION&INSTALLATION, 0 11 IF 0 5.ALL CONCRETE TO HAVE AMIN. STRENGTH OF 3500 PSI AT 28 DAYS EXCEPT EXPOSED be designed to resist the component and cladding loads determined PLYWOOD EDGES SLABS, GARAGE SLABS AND STEPS TO BE 3500 PSI MIN.ALL CONCRETE TO BE 5 TO 79% in accordance with either Table R301.2(2) or ASCE 7, with 7/16"MINIMUM PLYWOOD PANEL TO- Z AIR-ENTRAINED. NOT EXCEED A 4'X&DIMENSION ill permanent corrosion-resistant attachment hardware provided and LL� _Jl �j ILL�_ 6. FLOOR CEILING, ROOF JOISTS, HEADERS&WALL STUDS TO BE DOUG. FIR#2 OR BETTER WITH A MINIMUM flJ=850 PSI anchors permanently installed on the building. Attachment in --------------- ---------------- 7.ALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY OF 1 TON. IF 2x6 ON THE FLAT DOUGLAS FIR . . . :3 accordance with Table R301.2.1.2 is permitted for buildings with a MEMBER UNDER PLYWOOD PANEL FIELD VERIFIED SOIL CONDITIONS VARY,CONTRACTOR IS TO NOTIFY ARCHITECT 7 mean roof height of 45 feet ( 13.728 mm) or less where the ultimate FASTEN EACH END OF 2x6 WITH IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK. (6)#8 X 4-1/2"SCREWS EACH END 8.ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REVISION OF THE ELECTRICAL C11 design wind speed, Vint. is 180 mph (290 kph) or less. 10.1 CODES AND SHALL BE INSTALLED BY A LICENSED&INSURED ELECTRICIAN. 73 loll O.C. 9.ALL PLUMBING WO K SHALL COMPLY WITH 2020 RESIDENTIAL CODES OF NEW YORK STATE TABLE R301.2.1.2 OF THE 2020 RESIDENTIAL BUILDING CODE TYPICAL AND SHALL BE INS ALLED BY A LICENSED&INSURED PLUMBER. cn 10. KITCHENS& HAVE EXHAUST FANS AS PER 2020 RESIDENTIAL CODE OF NEW OF NEW YORK STATE WIND-BORNE DEBRIS PROTECTION YORK STATE FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d OPENING PROTECTIVES FOR EXTERIOR 11. DOMESTIC H PIPES WITHIN INSULATED WALL, JOIST, ETC. CAVITIES TO BE INSULATED. OPENINGS LARGER THAN 4' X 8' 12. PROVIDE PROGRA AMABLE CLOCK TYPE DAY/NIGHT THERMOSTAT. (Y FASTENER SPACING >_ 13. EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS. ANY DOOR OR WINDOW 11- SCALE: 1/2" V-0" WITH GLASS LESS THAN 18"ABOVE FLOOR,THE GLASS IS TO BE TEMPERED. 0 FASTENER 4 foot < 6 foot < 14. INSTALL HARDWIR,::D SMOKE DETECTORS IN ALL BEDROOMS&ONE ON EACH FLOOR 0 TYPE Panels an panel span < panelspan < LEVEL INCLUDING BASEMENT INTERCONNECTED THROUGHOUT BUILDING. 001 Ul s 4 foot 6 foot 8 foot 15.WHERE HEADERS' RE NOT SPECIFICALLY CALLED OUT ON PLANS, PROVIDE HEADERS ........... OVERALL WINDOj', DOOR,ARCHWAY ETC. OPENINGS AS PER THE HEADER SCHEDULE. No. 8 wood screw 16.ALL HEADERS 6'0 LARGER MUST HAVE DOUBLE SUPPORT STUDS. based anchor with if 2x6 ON THE FLAT DOUGLAS FIR . . . 17.ALL LUMBER&PLYWOOD MUST BE GRADE STAMPED. 16 10 8 MEMBER UNDER PLYWOOD PANEL 18.OPENINGS FOR E�ERGENCY USE SHALL INCLUDE DOORS OR OPERABLE PARTS OF 2-inch embedment T ---- ---7- FASTEN EACH END OF 2x6 WITH WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS TO LEGAL OPEN SPACES. length (6)#8 X 4-1/2"SCREWS EACH END SUCH OPENINGS SMALL NOT IMPEDE EGRESS IN AN EMERGENCY&SHALL HAVE A MINIMUM AREA OF 5.7 SQ. IFT.WITH A MINIMUM HEIGHT OF 24"&A MIN.WIDTH OF 20"WITH BOTTOM OF OPENINGS NO HIGHER THAN 44"ABOVE FINISHED FLOOR IN ALL ABOVE GRADE No. 10 wood screw STORIES. ( FIRST FjOOR WINDOWS OPENING ONTO GRADE COULD BE 5.0 SQ.FT. MIN.)ALL based anchor with 1611 1211 911 WINDOW HABITABLE SPACE MUST MEET THESE REQUIREMENTS. 19.ARCHITECT IS NOY,,,ENGAGED FOR SUPERVISION IN ANY CAPACITY UNLESS NOTED lU 2-inch embedment L -/DOOR OTHERWISE. BEHIND length #8 X 4-1/2"SCREWS 10"O.C.AT ALL 20. SOLID BLOCKING IS TO BE INSTALLED IN FLOOR SYSTEMS BENEATH ALL STRUCTURAL 0 > PLYWOOD EDGES POSTS WHERE LOADS ARE TO BE TRANSFERRED TO HEADERS, BEAMS,OROTHEIR MEMBERS BELOW. inch lag screw 1/4 21. LAMINATED LUMBER TO BE TRUSS JOIST MICROLLAM LVIL 2.0E SERIES(OR EQUAL based anchor with UNLESS OTHERWISE NOTED). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO 16 16 16 2-inch embedment LOCATIONS INDICATED ON PLANS-NO SPLICING PERMITTED. LAMINATED LUMBER IS NOT TO COME INTO CONTACT WITH CONCRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE length _j BITUMINOUS MASTIC PROTECTION ALL AROUND BEAM POCKETS. MULTIPLE MEMBER CV 7/16"MINIMUM PLYWOOD PANEL TO NOT EXCEED A 4'X 8'DIMENSION BEAMS TO BE FASTENED TOGETHER AS PER MANUFACTURERS SPECS. 0- 22.ALL STEEL TO BE ASTM-A36 TO BEAR ON STEEL COLUMNS, STEEL BEARING PLATES For si: 1 inch 25.4 mm, 1 foot 304.8 mm, 1 pound 4.448 N, ___J ---JL---All AND/OR CONCRETE AS INDICATED ON PLANS. O #8 X 4-1/2"SCREWS 10"O.C.AT ALL fv 23.STEEL FLITCH PLATES TO BE ASTM-A36 AND TO BEAR ON WOOD POSTS AS INDICATED 1 mile per hour=0.447 m/s PLYWOOD EDGES ON PLANS. FLITCH PLATES ARE TO BE BOLTED AS PER FLITCH PLATE BOLTING SCHEDULE a. This table is based on 180 mph wind speeds VUL.T'.and a 45-foot Z PROVIDED ON PLANS WHERE APPLICABLE. O mean roof height. 24.ALL FLOOR OR CEILING JOISTS WHICH ATTACH TO FLUSH HEADERS, BEAMS, OR OTHER W MEMBERS ARE TO BE INSTALLED WITH METAL JOIST HANGERS. b. Fasteners shall be installed at opposing ends of the wood ---i-_L--------------- 25.ALL SKYLIGHT OPENINGS ARE TO BE DOUBLE FRAMED WITH JOIST HANGERS. 2x6 ON THE FLAT DOUGLAS FIR . . . Z structural panel. Fasteners shall be located not less than 1 inch MEMBER UNDER PLYWOOD PANEL . . . J 26. HOMEOWNER AND/OR CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED INSPECTIONS from the edge of the panel. FASTEN EACH END OF 2x6 WITH DURING THE COURSE OF CONSTRUCTION. ARCHITECT IS NOT RESPONSIBLE FOR 0i (I X 4-1/2"SCREWS EACH END CERTIFYING ANY PART OF THE CONSTRUCTION q fu c. Anchors shall penetrate through the exterior wall covering with 27.ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY BY OTHERS WZZ an embedment length of not less than 2 inches into the building 0-1 10., 10-OC 28.ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS UNLESS NOTED ? TYPICAL OTHERWISE. W X V frame. Fasteners shall be located not less than 2 1/2 inches from 29.ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS.OWNER OR .4 () 0 CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS. SUCH 13 the edge of concrete block or concrete. (L CR 0 If CALCULATIONS SHALL BEAR THE SEAL AND SIGNATURE OF A LICENSED PROFESSIONAL IY d. Panels attached to masonry or masonry/stucco shall be TYPICAL OPENING PROTECTIVES ENGINEER. Ill 30.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PROJECT AND CONSULT WITH THE attached using vibration resistant anchors having an ultimate ARCHITECT WITH INY DISCREPANCIES PRIOR TO STARTING ANY WORK. HJ (P withdrawal capacity of not less than 1,500 pounds. FOR OPENINGS LESS THAN 4' X 8' 31. DO NOT SCALE DRAWINGS. SCALE: 1/2" 1'-1 32. INTERIOR FINISHES TO BE SELECTED BY OWNER. UPDATED 511/2020 33. FRAMER IS TO ENSURE THAT ALL FLOOR MEMBERS DO NOT FALL DIRECTLY BENEATH ry PLUMBING DROPS.,! 34.ALL EXTERIOR WINDOWS&DOORS TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON 2020 RESIDENTIAL CODE OF NEW STATE NOTE: Z ELEVATIONS. 0 Cl) NEW 4"V.T.R. NEW 4"V.T.R. NEW 4"V.T.R. R301.2.1.2 DESIGN CRITERIA: 35. IT IS THE RESPONSIBILITY 0 '!Y!0 11� 100, rZo ROOF ONSIBILITY OF THE BUILDER TO SUBMIT ANY AND ALL AMENDED DRAWINGS 0 6 CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2l EQUAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h)HAVE BEEN DESIGNED IN TO THE APPROPRIATE TOWN BUILDING DEPARTMENTS. (6 0 0 36,ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH Lo W BATHROOM#3 LAUNDRY BATHROOM#4 PRIMARY BATHROOM ACCORDANCE WITH: (0 !1:i! Z I PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER ASTM Z 2 2" r.,„ 1 0 - 1 2" T-. :::::2" 2" AMERICAN FORESTAND PAPER ASSOCIATION(AF&PA)2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM),CHAPTER 3&6 OF THE SPECIFICATIONS TO RESIST CORROSION FROM PRESSURE TREATED LUMBER. _F 0 . ; . C: CO 0) :d : 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN. DESIGN LOAD FOR BUILDINGS AND STRUCTURES": REVISION OF ANSI/ASCE 7-16. �0 UPDATED 5/1:/2:0J2O UPDATED 3/1/2021 to r T r- - - _r I I I 111 1 1/2"1 2"1 1 1/2"1 1 11/2"1 1 1/2" 11 1/2" 12" 11 1/2" 11 1/2" 12" 11 1/2" 111/2" 11 1/2" 111/2" 12" 1 1/2" E 7i ::iz J TABLE P3201.7 NYS BUILDING STANDARDS AND CODES DRAW ik�'G INDEX:SINK W.C. SIZE OF TRAPS FOR PLUMBING FIXTURES 0 01 SHE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, SUCH 5 TUB TUBC14 SHWR. SH\(VR. SHVVR. TRAP SIZE PLANS OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NEW YORK STATE Al COVER SH ET& PLUMBING RISER 7 Ij- F.D. �Ij .. Z 2ND FLOOR PLUMBING FIXTURE MIN.imum _ ENERGY CONSERVATION CONSTRUCTION CODE AND CHAPTER 11 OF THE 2020 A2 FOUNDATIM PLAN :3 1 1/2" 3" 3" ISEE 3' 13" 11 1/2" 2" 1 1/2" 1 1/2" 13" ISEE 0 1/2"1 3"1 S 0 O 11 (inches) TABLE TABLE RESIDENTIAL CODE OF NEW YORK STATE. A3 FOUNDATION DETAILS CL PDATED 511/2020 C.O. BATHTUB(WI OR W/O SHOWER HEAD AND/OR Fu d C.O. 1C.O. C.O. L-LIC.0 1 4" 4" 4" 4" 4" - 1 WHIRLPOOL ATTACHMENTS 1 1/2" A4 FINISHED BASEMENT PLAN Ill A5 FIRST FLOOR CONSTRUCTION PLAN nn WHERE MUNICIPALITIES REQUIRE "HERS" RATINGS THE REM MODEL PROVIDED 55 - 15 A6 SECOND FLOOR CONSTRUCTION PLAN 0 JR. PRIMARY BATH KITCHEN POWDER ROOM BIDET 1 1/4" 0 Z > 2" 2" 2" BY A CERTIFIED HERS RATER SHALL SUPERSEDE ANY SPECIFICATIONS A7 SECOND FLOOR FRAMING PLAN CONTAINED IN THE CONSTRUCTION DOCUMENTS. 0,0 Fr- l 00 A8 SECOND FL OR CEILING FRAMING PLAN .. . M PO F CLOTHES WASHER STANDPIPE 2" A9 ROOF PLAN Z.1m C14 7 UMCL� 4 11 1/2" 11 1/2" 12" 11 1/2" 12" 11 1/2" 1. H.E.R.S. INDEX REPORT AS REQUIRED BY OTHERS A10 EXTERIOR ELEVATIONS DISHWASHER(ON SEPARATE TRAP) 2.THE BUILDER IS TO BE HELD RESPONSIBLE FOR CONTACTING THE HERS RATER D) 0Z E 1 1/2" THROUGHOUT THE PROJECT TO ENSURE ALL REQUIRED INSPECTIONS/TESTS ARE C: X SINK All EXTERIOR �ILEVATICINS J U L - 1 2024 =3 CL O F.A.1---------------------- FLOOR DRAIN 2" PERFORMED. Al2 BUILDING S CTION < C1 3.THE BUILDER IS TO CONTRACT WITH HERS RATER FOR THE CONSTRUCTION/INSPECTION A13 BUILDINGS:_:CTION S It- i 1 ST FLOOR PORTION OF THE PROJECT.ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER, 3" ]1 1/2" KITCHEN SINK(ONE OF TWO TRAPS,W/OR W/O UPDATED 5/1/2020 Dl AIR SEALING DETAILS AND NOTES RUMMIG DrTT. ISEE 11 1/2" 41C.O. C.O. 1 1/2" DISHWASHER&FOOD WASTE DISPOSER 1 1/2" 1 1 1 0 1:1 D2 WIND STRA:1PING DETAILS T 0 117%1 0 t7n 10 T I'TABLE J C.O. I 4" 4" 4" D3 WIND STRADPING DETAILS BATHROOM LAUNDRY TUB(ONE OR MORE COMPARTMENTS 1 1/2" ALLOWABLE LOADS & DEFLECTIONS FOR STRUCTURAL D4 NAIL & FAS�'ENING SCHEDULE MEMBERS D5 TJI INSTALL TION SHEET PROJECT 23-014 J 1 1/2" 12" 11 1/2" LAVATORY 1 1/4" 1-UPDATED 5/1/2020 1 I---- 0 A T E SHOWER(BASED ON THE TOTAL FLOW RATE STRUCTURAL LIVE DEAD ALLOWABLE THROUGH SHOWERHEADS AND BODY SPRAYS MEMBERS LOADS LOADS DEFLECTION SQUARE FOOTAGES: 5 C A L E AS, NOTED SHWR. 4" FLOW RATE: EXTERIOR BALCONIES 40 10 L/360 O BASEMENT SEE �Yl 1/2" 5.7 G.P.M.AND LESS 1 1/2" DECKS 40 10 L/360 FIRST FLOOR LIVING SPACE: �����Z;/23[)U)G5/23- MORE THAN 5.7 G.P.M. UP TO 12.3 G.P.M. 2" 4" TABLE SECOND FLOOR LIVING SPACE: 1,889 S.F. C.O. I MORE THAN 12.3 G.P.M. UP TO 25.8 G.P.M. 3" ATTIC WITHOUT STORAGE 10 10 L/240 TOTAL LIVING SPACE: 4,059 S.F. 4" MORE THAN 25.8 G.P.M. UP TO 55.6 G.P.M. 4" ATTIC W/STORAGE 20 10 L/240 FINISHED BASEMENT: 1,861 S.F. 0C.O. FIRST FLOOR 40 10 L/360 For SI: I inch 25.4 mm, 1 gallon per minute 3785 L/M SECOND FLOOR 30 10 L/360 COV. & UNCOV. PORCHES, PATIOS, & BALCONIES 4" TO AGENCY H.T I C.O. UPDATED 5/11/2020 ROOF RAFTERS-GROUND SNOW LOAD=20 psf L/240 C FRONT COVERED PORCH: 277 S.F C APPRVD. SYSTEM SIDE COVERED PATIO: 104 S.F. 0 REAR COVERED PATIO: 488 S.F. _T SIDE COVERED ENTRANCE: 54S.F. _"Y PLUMBING RISER N.T.S. REAR TERRACE: 456 S.F. 0.0is 0 *FOR SIZE OF PLUMBING TRAPS, REFER TO TABLE P3201 .7 TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ru-PDATED 41112021 OF tA n WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD g AIR MEAN 7 GROUND TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN f a DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL SNOW LOAD SPEED TOPOGRAPHIC FROST LINE c 7 (MPH) EFFECTS k REGION I DEBRIS ZONE m CATEGORY WEATHERING DEPTH b TERMITE TEMP REQUIRED INDEX i TEMP V I MODERATE 'F -F 20 PSF 130 MPH YES NO NO B SEVERE 36" TO HEAVY YES NONE 452 Al 181 Y PANEL 'r- 11,40 /ALL TO I ITER HIE TA - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- IRE V 16 ION 6: 7' ISSUED FOR PERMIT: 06130123 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - --- CHANGES TO LNDY: 01/12/23 7 30'-10 1/2 16SUEID FOR PERMIT: 11/30/23 REV. AS PER TOWN: 5/20/2024 z i / I 32'-6 I/2" - �- _ / I UNEXCAVATED 1 1/2" STEP DOWN FROM FINISH FLOOR TO 5LUE5TONE OVER 4" DESCRIPTION DATE POURED CONCRETE SLAB WITH CH E C K E D 5 Y &X(o-I-0XI.0 WI OVER WELL COMPACTED 601L (SLOPE AT 114" L.F. O i j I PER FOOT AWAY FROM HOUSE)ll DRAWN BY : TYPICAL 5TEEL COLUMN NOTE: LF, 5.M. P.R. -PROVIDE 3/a" THICK XIO"*6" STEEL 14" POURED CONC. WALL W1 4" DROPPED BEAT SHELF BASE PLATE AT ALL STEEL. COL.. -PROVIDE (2) 5/8" DIA. EXPANSION PATCH INDICATES 2" LEDGE (INTERNALLY) AND 2" LEDGE DROPPED (o" FOR SLAB BOLTS INTO FOUNDATION WALL AT DROPPED 12" FOR SLAB AT AT PORCHCOLUMN BASE PLATE OVER (L LOCATION (EXTERNALLY), KEYED TO AN I MIN. OF 7 9%i22-I MINIMUM OPENINSS 6M6.- INTERIOR HEADER SCHEDULE PORCH LOCATION, TYP. REFER 12" X 24" (MINIMUM) POURED CONCRETE FOOTING 3/4" THK. OF NON-SHRINK GROUT AND �2 TO DETAIL 3/43. REINFORCE[) WITH (3) CONTINUOUS 0(o BARS, TYP O EMERSEW.1y ESCAPE AND RESCUE L SHIMS AS REQUIRED, TYP( AL. 0 ALL MATERIAL FOR WOOD FRAMING - - - - - - - - - - - - --- - --2 _j OPENIN&S SHALL HAVE A NET CLEAR % - - - - - - - - - - - - - - - - - - - - OPENINS OF NOT LESS THAN 5.1 SWARE TO HAVE A MINIMUM fb OF 050 F.S.I. ................................................................................................... z 6 FAT. THE NET CLEAR HE16HT OF THE 7.7 z a)l -m 1 0 17- NOMINAL LUMBER SIZE: SPANS: _77/ z z 7777-1: 44;" Z z, / / I I �w OPENINS SHALL BE NOT LESS THAN 24 ---- - - - - -- - - - - - 4.' - - - - - - - ---- INCHES AND THE NET CLEAR, WIDTH SHALL (3) 2X5 UP TO &'-0" F EM NOT LESS THAN 20 INC+IES. ) 2XIO -t-ALUMINUM LADDER TO BE PERMANENTLY TYP.TYF. STEEL COLUMN NOTE: 7 (5 &'-0" TO a'-O" ATTACHED TO FOUND. WALL W1 AN IN51DE -PROVIDE 3/8" THICK XIO"Xro" C) MIQ.22 HIM20i 2XI2 0'-0" TO 10'-0" WIDTH OF 12" MIN. THE PROJECTION OFF STEEL BASE PLATE AT ALL 10" 6 THE EMER67ENCY ESCAPE AND RESCUE OFENI" SHALL HAVE A SILL HEIGHT OF POSTS SHALL BE 4x4 (NOMINAL) FOR - - - - -- THE WALL 15 TO BE A MIN OF 3", MAX OF STEEL COL. STAIR WIDTH 0 2x4 WALLS, UNLESS NOTED OTHERWISE (o" AND SHALL BE SPACED NOT MORE -PROVIDE (2) 5/a" DIA. d) 1: NOT MORE THAN 44 INCHES ABOVE THE ........................................... ..... THAN 10" PER 2020 RESIDENTIAL CODE EXPANSION 5OLT5 INTO NC TE: FLOOR- POST5 SHALL BE 6x6 (NOMINAL) FOR DROP TOP OF SECTION R310.2.3.1 (TYP.) FOUNDATION WALL AT COLUMN CONTRACTOR TO 2x6 WALLS, UNLESS NOTED OTHERWISE BASE PLATE OVER MIN. OF 3/4" WALL AT TOP RIFY NUMBER OF STEP FOR SLAB THE RI ER UP TO Z HORIZONTAL AREA OF THE WINDOW NOTE: ALL SIZES CALLED OUT ON ANY THK. OF NON-SHRINK GROUT OF THE FOLLOWING DRAWINGS WILL �t AND SHIMS AS REQUIRED, TYP. OVER, TYP. FIN 15HED GRADE :T PO.L SHALL BE NOT LESS THAN q SMARE -EGRE56 WINDOW WELL. k5 + / W I ff -, FEE I WITH A HORIZONTAL PROJECTION SUPERSEDE THIS SCHEDULE. X, SEE DETAIL 2/,43, TYP. F_ 1 V -55 THAN 56 INCHES. UPDATED 4/26/2021 + vj >_ + 7tT= ............................. AND WIDTH OF NOT LE dATcH CN2=jQH_. THE LADDER OR STE105 REFER TO CONCRETE LINTEL DETAIL 4/A3, TYP. INDICATES 0 REOUIRED SHALL BE PERMITTED TO INDICATES 4" DIA, STEEL LEC7END 4 ABBRI-EVIATION5 +U* TOP OF WALL MZIWAC44 NOT MORE THAN 6 INCHES x -�-DRAIN TO DRYWELL, COL. ON TOP OF 3(o"X3(o`X12" + TO BE HELD w POURED CONCRETE INTO THE REQUIRED DIMENSIONS OF ++. BY OTHERS TYP. - ------------ - - MIN 4" ABOVE DENOTES 2x4 1 11 GRADE TYP. THE WINDOW NELL. t_-PAMEI;� WALL w ty FOOTING, TYP. SEE DETAIL 5 1 A -----STUCCO EXPOSED ON SHEET A3. 4` kl+ DENOTES LOAD FOUNDATION WALL (TYP.) :k P.51Q.2.5.1 L622CR AND 51=.- BEARIN6 NALL WI OW V\T-=LL5 WITH A VERTICAL DEPTH 4211 It- POURED cv �++ 6REATER THAN 44 INCHES SHALL BE DENOTES HIGH CONCRETE EOUIPPED WITH A PERMANENTLY AFFIXED OR LOW PLATE F 41� STAIRS, UP rV LADDER OR STEPS USABLE WITH THE L 'H +rl, 14"XII 1/4" LVL, FLUSH (2) I3/4"XII 1/4" LVL, FLUSH, CONT. TO GRADE 0 DENOTES POST T n, WINDOW IN THE FULLY OPEN POSITION. : -__T_ ............ .............. _17+ LADDER OR RUN" SHALL HAVE AN INSIDE + STEPPED 7-7 DENOTES POSTED WIDTH OF NOT LC-55 THAN 12 INCHES, SHALL z LOAD FROM ABOVE TWO-STORY 5`X5`XI14ll--+-` FOOTING AS STEEL COL. ON TOP OF L REQUIRED TO MAINTAIN PROJECT NOT LESS THAN 5 INCHES FROM BRACED WALL F 42"X42"XIe," POURED THE WALL AND SHALL BE SPACED NOT ISO CORNER HOLD 1�)ONN 10% �2'-6" l'-2 CONCRETE FOOTING, TYP. A4, dJ 1" -0" MINIMUM MORE THAN 16 INCHES ON CENTER ABV. ABOVE SEE DETAIL 5 ON SHEET A3. :r -1 3' VERTICALLY FOR THE FULL HEIGHT OF THE BELOW WINDOW VeLL. A.F.B. ANTHONY POWER BEAM r IBAOMENT. GRADE. ASF ABOVE 5UB-FLOOP, TYPICAL. 4" POURED CONCRETE 6LA5 (STEPPED 2:1 WITH rox(o-I.0xI.0 WWM OVER BOT. BOTTOM UNEXCAVATED B.P. BEAM POCKET 1 1/2" STEP DOWN FROM FINISH FLOOR To (o MIL VAPOR RETARDER MAX.) ui BLUESTONE OVER 4" POURED CONCRETE OVER WELL COMPACTED SOIL. TYR FOUNDATION NOT 6: B.N. BEARINIS NALL 6LA5 WITH &Xb-L0XI,0 WWM OVER WELL PROVIDE 1/2" EXPANSION JOINT, + PROVIDE 34" MIN., ali�), ..- -1,±15 STEPS UP 30" MAX. HIGH 1. ALL FOUNDATION WALLS TO BE 3500 P61 BIDET COMPACTED 601L (SLOPE AT 1/4" PER C, C14 HANDRAIL, TYP. CL. CLOSET FOOT AWAY FROM HOUSE) GRADE, (w.F.) OF 6TEP5 u- 101-011 HIGH AND 1011 THICK POURED CONC. CL6. CEILING cil-41/2" I I KEYED TO 12"x 24" POURED CONC. FOOTINGS .. . ............. w D. DRYER ............ UNLESS NOTED OTHERWISE. DIA. DIAMETER 54" _T_ RAIN TO V z 2. ALL FOUNDATIONS WALLS ARE To WI2x50 STEEL I-5EAIl W1 (1) 2X8 TOP PLATE (NAILER), RYWELL BY b D.C. DOUBLE OVEN 12� I I THERS, T-T-F::>. REINFORCED WITH CONTINUOUS Ob BARS 4511 1 CONT., TOP FLUSH - PACK OUT WEB W1 2x BLOCKING _LZ_ - - - -\_ I w- MR1, \3 I BOLTED THROUGH WE WITH 1/2" DIAMETER BOLTS I(o" O.G. 11+ P.N. DIeHNA5HER (3) 13/41'XII 7/511 LvL, O.C. HORIZONTAL AND VERTICAL RZ:ER TO ------------------ -- Q� .......................................... .... ------------ EQUAL SECTIONS FORM DETAILS EO. m .......................................................... 3. ALL FOOTINGS SHALL BE 3500 PSI FLR. FLOOR 63 6) Z 6ALV. -1 1 F TYP. STEEL NOTE; REINFORCED W (3) CONTINUOUS No' BARS GALVANIZED rfi 11-01, -PROVIDE 3/a" THICK XIO'Xro" STEEL Hl��R. HEADER L 1'-4" 11-2" 5'-5 1/2 ui ly AND BE 31-011 MIN. BELOW GRAD[=-, STEP BASE PLATE AT ALL STEEL .COL. Z HCRIZ. HORIZONTAL -PROVIDE (2) 5/a" DIA. EXPANSION FOOTINGS AS RE010, TO MAINTAIN MIN. DEPTH TWO-STORY 5"X5"XI/4" STEEL w 4. FOUNDATION WALLS TO ME HELD 811 MIN. H.B. HOSE 515 TUBE COL. ON TOP OF 54"X54"X18" BOLTS INTO FOUNDATION WALL AT (j) wxv ABOVE GRADE. LVL LAMINATED VENEER 1v................ F_ POURED CONCRETE FOOTING, TYP. COLUMN 5,45E PLATE OVER MIN. OF SEE DETAIL E, ON 6HEETA3. 3/4" THK. OF NON-SHRINK GROUT AND LUMBER 5. Co DENOTES HARDWIRED SMOKE 4 CAR50N SHIMS AS REQUIRED, TYP. ca 0 LIN. LINEN --i-EGRESS WINDOW WELL. MONOXIDE DETECTORS, TYPICAL LAV. LAVATORY E DETAIL 2/A3, TYP. (o.ZDENOTES POST LOCATION, PROVIDE SOLID BLOCKING UNDER ALL POSTS AND MA5. MA50NRY PEP. PEDESTAL SINK W TO CONCRETE LINTEL BEARING WALLS DURIWs CONSTRLICTION AND Q) I REFER 1 1'-2' 4'--7 1/2 z P5L PARALLEL STRAND 11.1 DETAIL 4/A3, TYP. FIRE PEOTEC:TION 01= FLOORS % d) 6 PRIOR To FRAMM AND LOADING OF UPPER I cf) LUMBER .. .... DRAIN TO DRYWELL, 4 \t, LEVELS ff - PROVIDE (1) LAYER MIN. 1/2" GYP. BOARD 2 VA__I2T _X_Al_:2T i�_ BY OTHERS TYP. MEMBRANE, 5/0' WOOD 5TRuCTURAL P.T. PRESSURE 7REATEr,> X 0) 1. pROvIoE 13/411 X 111161111 LVL PERIMETER d) FANEL6, OR EQ, ON THE UNIDER51DE OF X z STUCCO EXPOSED C) C14 oIj LUMBER Z5 THE FLOOR FRAMING AS PER R302.13 RIM BOARD AMC) CRLISH BLOCK AS PER FOUNDATION WALL (TYP.) 0:: 00 0: MANLFACTURERIS SPECIFICATIONS UNLESS PAN. PANTRY R. RISER (5) LALUMINUM LADDER TO BE PERMANENTLY OTHERWISE SPECIFIED C) UNEXCAVATgr2 >:i, ATTACHED TO FOUND. WALL W/ AN INSIDE WIDTH o.. ROOF RAFTERS 11/2" STEP DOWN FROM FIN15H FLOOR TO 00 S. FASTENING FOP, ALL STFUCTURAL LVL OF 12" MIN. THE PROJECTION OFF THE WALL 16 z: ROD 4 SHELF 5LUE5TONr: OVER 4" POURED CONCRETE !i 0:.; d) MEMBERS 18 TO BE AS PER MANUFACTURERS TO BE A MIN OF 3", MAX OF AND SHALL BE co SPECIFICATIONS ROUGH OPENING L SPACED NOT MORE THAN la" PER 2020 SLAB WITH roXO-1.0XI.0 WWM OVER WELL 0) Lo 't o COMPACTED SOIL (SLOPE AT 1/4" PEP, t 5HNR. SHOWER RESIDENTIAL CODE R310.2.3,1 (TYP.) 0 E cl FIRST FLOOR DECK MUST BE INSTALLED FOOT AWAY FROM HOUSE) PRIOR TO 5ACKFILLING. STL. STEEL o l!=a 7 7 (3 '*".+ 5411 co co SINK 4all (o 10. No LVL, POWER BEAM OR WOOD "I" JOIST -7'-2 5/4" F- - 12'-5" 12'-2 5/4" co TYP. TYPICAL L F z MATERIAL IS TO COME INTO CONTACT WITH VERT. L M VERTI(f AL VERTICALLY CONCRETE. COAT TOP OF FOUNDATION WITH 11"X14" �f-5 3OF E2 (BALANCED) BE�m, BOPPED, CPNTINUOUS ...................................... \/IF ......4................... ....................... 0 EITHER LEAD COATED COPPER FLASHING VERIFY IN FIELD ...........-...... .................................................................................... ff 7i Ll7.7 7. .......... OR A SPRAY ON BITUMINOUS MEMI5R.ANE NASHER L - N.C. WATER CLOSET INDICATES 4" DIA. STEEL 11. 5/811 DIA ANCHOR BOLTS, 2311 O.C. UNLESS COL. ON TOP OF 5,- 0 7 NOTED OTHERWISE MIN. 7 EMBEDMENT AND 5'--7 1/2 it- W 0 4a"X4a"XI(o" POURED 4 ::)>.: o z :2 PROVIDE UNDER STAIR > MIN. 3 1/2" PROJECTION BOLTS SHALL BE FIRE BLOCK ALL CONCEALED CONCRETE FOOTING, TYP. PROTECTION MIN. 1/211 Lo LOCATED IN THE MIDDLE THIRD OF THE SEE DETAIL 5 ON SHEET ,43. -_T c n 00 m z SPACES, IYPICAL. d) GYPSUM AS REQ, WIDTH OF THE PLATE SEE DETAIL ON WIND n INDICATES 5"x5"A/4" STEEL TUBE STRAPPING DETAILS SWEET Al2. COL, ON TOP OF E�4"X54''XIV' 01Z cn PROVIDE 34", MIN. 3a" MAX, :3 cn 1101, 1 - . E A POURED CONCRETE FOOTING, 0 > HIGH HANDRAIL NOT TO N 07 : ,ALL EXTERIOR DOORS ARE TO 0 0 TYP. SEE DETAIL 5 ON SHEET A3. X PERMIT A 4" DIA. SPHERE O HAVE POOL ALARMS < TO PENETRATE, TYP'. > i LI 14U cs) NOTE: z w x FRAMER 4 CONTRACTOR 0 El x FASTENIN6 FOP, MULTIPLE LVL P: \� d) MECHANICAL a- 14 SHALL CoOORDINATE.WITH C) 1� -_ -4 � I OH.WH, -J STAIR INSTALLER PRIOR TO " 1 (1) INSTALL E�/&" TYPE "X" FIRE - MEMBERS A5 PEP, ml � INSTALLATION Or- FIR.AMING-s - i t_ __� RATED Gypsum BOARD ON Ul 23-014 MANUFACTURER5 5PECIFICATION AND/OR STAIR SYSTEM PROJECT WALLS 4CEILING ADJOINING If- 0 LIVING SPACE VENIT. A5 PER 17R UP TO 15T FL. CJ NFPA31 REQUIREMENTS FURN. -A I D A T E 6/12/2023 N919: F, 114" MAX, &D DIRECT @ &ENERAL CONTRACTOR 15 To LEVEL 10" TREADS VENT L M " * 5 C A L E AS NOTED THE LENGTH OF THE STEEL I-BEAM - - -4` - - L A-± - 7 INCLUDING PERMITTED DEFLECTION - - - - - - - - - -4"- - - - - - - - - - - 014 PRIOR TO INSTALLATION OF FLOOR/ (A /23DWG5/23- 7, Ez __z DECK JO I STS AS NECESSARY' .............. ......... - - - - - - - - - - - - - - - - - - - - - - - - I-T'-7 1/2 21YO 1/2" 1/8" PIA ANC44OR i - 7 BOLTS, SEE DETAIL Oa UNEXCAVATED ON SWEET OX, TYPICAL 1 1/2" STEP DOWN FROM FINISH FLOOR TO 5LUE5TONE OVER 4" AT ALL CORNERS 0 POURED CONCRETE SLAB WITH (oX(o-I,OXI.0 WWM OVER WELL (� i j I COMPACTED 501L (SLOPE AT 1/4" PER FOOT AWAY FROM HOUSE) L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Al /7 OF tA 7.77 7777 777 T =77 7 77 , z - - - - - - - - - - - - - - - - - - - -14'-11" - - - - - z X_21-61, AID 5'-10" 42'-0" A2 18 // ,r I kA 15) 2.FIF2, %S*7, B.P., 1L I Uhl D 4 T f 0"N FL AN SCALE: 1/411 j 0 N 6: Ef;R 7.71 7 1 __j FIRE F-ROTEC-TI52N OF FL_QORS. �,81 ISSUED FOR PERMIT: 06130123 TABLE R404.1.2(8) b,c,d,e,f,h,i,k,n,o PROVIDE (1) LAYER MIN. 1/2" GYP. 1�1 WALK-ABLE HINGED ALUMINUM CHANGES TO LNDY: 01/12/23 MINIMUM VERTICAL REINFORCEMENT FOR 6-, 8-, 10-AND 12-INCH NOMINAL FLAT BASEMENT WALLS INSTALL COPPER: TERMITE SHIELD AT BOTTOM OF (2) 2Xro PRESSURE BOARD MEMBRANE, E,/a" WOOD GRATE OS5G4 3116"XI 1/2") TO Z NOTE: REFER TO DRAWINGS STRUCTURAL PANELS, OR! EQ. ON HAVE A CLEAR OPENING OF ISSUED FOR PERMIT: 11/30/23 MINIMUM VERTICAL REINFORCEMENT BAR SIZE AND SPACIN, (inches) ON SHEETS D2 4 D3 FOR TREATED PLATE 45 PER SECTION I es) THE UNDERSIDE OF THE FLOOR S 5F. AND COMPLY WITH a 5TRAFFING;z DETAILS R320 IN THE 2020 RESIDENTIAL IREV, AS PER TOWN: E>/20/2024 Soil classesand design lateral soil(psf per foot of depth FRAMING AS PER R302.13 VAR I 1-5 SECTION R310.2.3.1 OF THE Z MAXIMUM CODE OF NEW YORK STATE MAXIMUM WALL HEIGHT UNBALANCED GW,GP,SW,SP fist FLOOR JOISTS. REFER 2020 RESIDENTIAL CODE OF 30 (2) 0& REBAR, HORIZONTAL AT 3" FIRST FLOOR ILL VARIES NEW YORK STATE (FEET) BACKFILL TO FRAMING PLANS FROM TOP OF FOUNDATION WALL 7— HEIGHT Minimum wall thickness(inches) fic 4A 6//h leAl (FEET) FIRST FLOOR 6 8 10 12 FLOOR JOISTS, REFER APPROXIMATE GRADE T,O. FOUNDATION WALL /* TO FRAMING PLANS 5 4 NR NR_ NR NR r 5 NR NR NR APPROXIMATE GRADE ............. ......................................... ........................................ 4 NR NR NR NR . 11 � ' , 'I' ll I 1 11 1 " 11 "1 , -:4.1 . NR O 6 5 NR NR NR NR J,111,�zN P\Y//// (1) 5/511 DIA. X 15" LONG, ANCHOR FOUNDATION WALL DRAWN BY : 6 NR NR NR NR �///$ km_ 1 �5 ' I I V////A//#A/A BOLTS, EXTEND 3 112" ABOVE OPENING, REFER TO L MIN, I/a" PROTECTION BOARD 7- 4 NR NR NR NR NR FOUNDATION, 23" O.C. AND (1) DETAIL 4/A3 5 NR ANCHOR BOLT SHALL BE 7 NR NR NR AVI I,- / '�, R " // 6 NR NR NR NR 4 � PROVIDE 4 INSTALL KARNAK PROVIDE BLOCKING I — ALUMINUM LADDER TO BE END OF PLATE, WITHIN 12" OF 0 - 0 TOMERIC LIQUID AT OPENING AS 4. 7 5@46 NR NR NR CORNERS AND LOCATED IN REQUIRED Z 4 NR NR. NR NR MIDDLE THIRD OF THE WIDTH OF ST6TEM OR! EaUAL ON ALL FOUNDATION WALL WITH AN N NR Ir- = WIDTH OF 12" MIN. THE NR NR X FOUNDATION WALLS BELOW GRADE 5 THE PLATE. ALL ANCHOR BOLTS INSIDE 8 6 4@37 NR' NR NR % SHALL HAVE A MINIMUM ILI EGRESS WINDOW ° PROJECTION OFF THE WALL IS 7 5@40 NR NR E NR zNz ILI EMBEDMENT OF -1" IN CONCRETE REFER TO 05 0 3 AND AND BE FASTENED TO THE PLATE -A 0 FINISHED CELLAR MAX. SHALL BE SPACED NOT 8 6@43 5@47 NR' NR Z FLOOR PLAN FOR "D WITH NUT AND 3"X3" 1/4" THICK MORE THAN Ia" PER THE 2020 NR NR z 4 NR NR WINDOW SIZE AND 6OUARE WASHER AS R:EaUIRED RESIDENTIAL CODE OF NEW 5 NR NR NR NR REBAR AT 4�," O,C., VERTICAL FOUNDATION PLAN tu YORK STATE R310.23.1 Z J 9 6 4@34 NR' NR NR 8 FOR WINDOW LU - 12" THICK POURED Z LOCATION 7 5@36 NR NR NR *13 ul 8/0 7- CONCRETE WALL WITH A MIN %j +1 Vj 8 6@38 5@41 NR' NR lu OF 3,!�00 P,51 CONCRETE 0 X NR NR <— FOUNDATION WALL 6@34 6@46 ///-6 N 7- 9 NOTE: SPRAY-ON WATERPROOFING tu 4 NR NR NR NR IS TO BE APPLIED TO LL 6 1/2" EXPANSION JOINT �8 5 NR NR NR NR 4. FOUNDATION WALLS FROM roll V 6 5@48 NR' NR NR AT PERIMETER II 1 10 7 6@47 NR NR NR �§4 BELOW GRADE TO FOOTING 011 D ------ 4" THICK CONCRETE O '66, / " 4 roll DIAM, DRAIN PIPE WITH 8 6@34 5@38 NR NR )±4 4 W_ ,�// I I I INTERIOR STUD WALL- 1 4 / �// W_1, SLAB WITH A MIN OF 4' 6@34 4@48 NR' 6 '4 1 1 DRAIN BASKET BY OTHERS 36 _E ��627 /lAM -,I I-V2"X3-112" KEY WAY 76j 1 3,500 F=!�l CONCRETE AT FIRST REBAR ONLY V257 10 6@28 6@33 1 6@45 NR FOUNDATION WALL 6_2VIIII - , I I — PROVIDE CONCRETE OR GROUT roll DEEP RIVER —A For SI: I inch 25.4mm, 1 foot:=304.8mm, 1 pound persquare foot 0.1571 kPa I pound per square foot per foot 6.895 kPa. (Oxe,-loxl.o WOM ROC FILL AT BASE OF (9) CONTINUOUS AT JOINT A5 zor- (11 NR=Not Required 'R jj.� WINDOW WELL DR=Design Required CONCRETE SLAB lie J _X_X (3) 116 I`RE15AR, CONTINUOUS _'z X-4 Tom X_� X_ a.Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1 I 1=1 I F-i 117-9 1 =1 1 17=1 1 I—. i 1711 =1 117-11 I--i I S) .III5 MIN 47 • AT CORNER b.Table values are based on reinforcing bars with a minimum yield strength of 60,000 psi> I 1=1 1=5 I E��I I 1 (1) % REBAR c.Vertical reinforcement with a yield strength of less than 60,000 psi and/or of a different size than specified in the table are permitted in -6 REBAR AT 4r," O.C., accordance with Section R404.1.3.3.7.6 and Table R404.1.2(9). VERTICALLY FROM FOOTING d. NR indicates no vertical wall reinforcement is required except for 6-inch nominal walls formed with stay 1. ....... ....... . ...... .. ....... ......- . ........ .... ........ ....... -in-place forming systems in which case (o MIL. VAPOR INTO FOUNDATION WALL ... .......... ........ 'B(o" LONG 11ro REBAR AT Ly. vertical reinforcement shall be No.4@48 inches in center. Z 45" O.C. HORIZONTAL RETARDER e.Allowable deflection criterion is L1240,where L is the unsupported height of the basement wall in inches. IN- ul f. Interpolation is not permitted. MIN OF ��% WELL Pro REBAR AT A/-I g.Where walls will retain 4 feet or more of unbalanced backfill they shall be laterally supported at the top and bottom before backfilling COMPACTED -SOIL 4E�" 0,C. VERTICAL h.Vertical reinforcement shall be located to provide a cover of 1 41 inches measured from the inside face of the wall.The center of the steel shall FOUNDATION WALL 0 not vary from the specified location by more than the greater f 10 percent of the wall thickness or �,inch. SEE PLANS FOR SIZE A I. Concrete cover for reinforcement measured from the inside face of the wall shall be not less than 3 inch. Concrete cover for reinforcement T F. FOUNDATION WALL DETAIL EGRE55 WINDOW WELL TAIL measured from outside face of the wall shall not be less than 1 1 inches for No. 5 bars and smaller and not leis than 2 inches for larger bars . 2 1 Oil 2 PLAN VIDN. j."DR"means design is required in accordance the applicable building code or where there is no code in accord'pnce with ACI 318. 11--l'.."/ SCALE: 1/2" 1'- SCALE: 1/2" V-0" k. Concrete shall have a specified compressive strength Fc of not less than 2,500 psi at 28 days, unless a high strength is required by Footnote I or m. I.The minimum thickness is permitted to be reduced 2 inches provided the minimum specified compressive strergth of concrete F's is 4,000 psi. (1) 06 REBAR AT Ill m.A plain concrete wall with a minimum nominal thickness of 12 inches is permitted,provided minimum specifie compressive strength of ALL CORNER concrete, Pc is 3,500 psi. VERTICAL In. See Table R608.3 for tolerance from nominal permitted flat walls. 2X STUDS AT I(oll O.C. AT A �\ ,(1 o.The use of this table shall be prohibited for the soil classification as shown. UPDATED 11112020 EXTERIOR WALL, REFER 1211 TO FLOOR PLAN(S) OBUILDING ELEVATIONS FOR DETAILSIN5ULATIONAT EXTERIOR -FINISHED EXTERIOR FINISH, REFER TO0" v.4TABLE R405.1 0 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL LSSIFICATION SYSTEM WALLS AS PER 'HERS' .... ......... ......... ....... .... ......... ......... ii (1) I*ro REBAR 1 RATING REPORT 3(o" FROM ALL 00 UNIFIED SOIL j! VOLUME CHANGE 150 EXTERIOR FELT PAPER, REFER CORNERS SOIL CLASSIFICATION DRAINAGE FROST HEAVE- V W SOIL DESCRIPTION a POTENTIAL 2X BOTTOM PLATE AT TO BUILDING SECTIONS FOR TYPICAL VERTICAL, GROUP SYSTEM SYMBOL CHARACTERISTICS POTENTIAL b TYPICAL (4) % BARS EXPANSION EXTERIOR WALL, REFE IR EXTERIOR WALL COMPOSITION Z Well-graded gravels,gravel sand mixtures, little TO FLOOR PLAN(6) CONTINUOUS GW Good LU fV Low Low or no fines Oro REBAR PROPOSED PATIO FINISH, AT 4511 *1(0 BARS - (D ffxv GP Poorly graded gravels or gravel sand mixtures, Good Low Low FLOOR JOISTS, REFER 7h REFER TO FLOOR PLANS, (OR IL little or no fines r SPACED 24" O.C. VERTICAL To FRAMING PLANS To BE SELECTED BY OWNER) (STIRRUPS) ol Well-graded sands,gravelly sands, little or no CID SW Good Low Low ....... GROUPI fines. .. ........ .. ......... ...................................... ..Ne................................... ------------ 7 -11(o REBAR AT SID (2) 2X PRESSURE Z no fines " I Z 'I/ F_ _ / J E/:/ Poorly graded sands or gravelly sands, little or Good Low Low .......... 77 (4) Ilro BARS Z, 1-zi,/ 'J--7 Uj TREATED PLATE CONTINUOUS 4511 HORIZONTAL (P q GM Silty gravels,gravel-sand-silt nd-silt mixtures Good Medium Low ow A AROUND ALL Z S M Silty sand,sand-silt mixtures CORNERS Good Medium Low MINIMUM % h4 y 3,500 PSI TYPICAL REFER TC -I' ' CONCRETE Z % FRAMING JOIST, LAN(5) / // II �1 J 'fi r si1�s IE i s r i" FIRE BLOCKING, r- ILI <1 X 3 1/2 X 0 AS REGZ'D ------------------ �/ /, `d ,� Y / i , / / / �/ LID CO i!iii > STEEL ANGLE W1 1/211 POURED CONCRETE Z > h a STUDS WELDED TO 0 'y SLAB WITH A MIN OF ANGLES, AT 12" O.C. 11 h' st 3,r7OO P-51 CONCRETE t�h 1 irn -------- ------- PRE.55URE ------ 160�IETFRIC_ VIEW GROSS SECTION E TREATED PLATE 0.2 Z t ANCHOR: BOLTS, / - I _.� C), / /; i I i i / / �. ! ./��/ /// /.:i / i; / '� EXTENDING INTO �D LU W U.) Q X FOUNDATION WALL, T`rF. CONCRETE T"'rF, CORNER f1c Z REFER TO FOUNDATION AC Zv % ......... ........ .. ...... .....- WALL DETAIL IIAB PIVPT a �/;Plls % L I N T E L__ E�',� f L 5 I NFORCING� DETAIL R E Cn 2 COPPER FLASHING, 4.5 REQUIRED SCALE: N.T.S. SCALE: N.T.5. e Ill 0 For SI: 1 inch 25.4 mm. (n LAJ a a.The percolation rate for good drainage is over 4 inches per hour,medium drainage is 2 inches to 4 inches per hour,and poor is less than 2 inches per hour. FOUNDATION WALL, 0 Z > :2 CD b.Soils with a low potential expansion typically have a plasticity index(PI)of 0 to 15,soils with a medium potential expansion have a PI of 10 to 35 and soils with a REFER TO IIA3 0 L0 high potential expansion have a PI greater than 20. 0:0 FX 00 Z UPDATED 5/1/2020 M 0 V) I C,4 INTERIOR BASEMENT Z. CC WALL, REFER TO W <1 (n FINISHED CELLAR FLOOR 0Z E 0 TABLE R402.2 :o —L COLUMN NOTr-5: PLAN ON PAGE A4 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE STEEL AND STEEL X Co ll MINIMUM SPECIFIED COMPRESSIVE ALL• STRUCTURAL STEEL TO A5TM 9 STRENGTH a (fc) A-56 (fy-56ks() AND SHALL BE SHOP E3 El I TYPE OF LOCATION OF CONCRETE b PRIMED. -1 CONSTRUCTION Weathering Potential 0 AT FOOTING LOCATIONS, PROVIDE [fl Negligible Moderate Severe 3/0" THK. x 12" x 12" BASE PLATES T**rF, ING; IL AT FATIO • PROJECT 23-01 4 Basement walls,foundations and other 2,500 2,500 2,500 c 0 AT FOUNDATION HALL LOCATIONS, SCALE: 1-1/2" 1'-0" concrete not exposed to the weather PROVIDE 3/e5" THK. x 12" LONG x 0 0 0 0 D A T E (o11212023 IL Basement slabs and interior slabs on THICKNESS OF FNDT. WALL) ELEVATION. c 0 grade,except garage floor slabs 2,500 2,500 2,500 0 PROVIDE (4) 5/4" DIA. (A325 TC ELEVATION 54 5 CA L E AS NOTED Z Basement walls,foundation walls,exterior d d BOLTS) 1 0 CONNECT COLUMNS TO rELEVATIQN 4e," O walls and other vertical concrete work 2,500 3,000 3,000 E3EAM5. +4' ELEVATION Z- Z:/23DWGS/23-0I4 exposed to the weather • PROVIP (4) 5/5" VIA. EXPANSION 4211 Porches,carport slabs and steps exposed `OOTIN65 AT COLUMN F_ 7 2,500 3,000 d,e,f 3,500 d,e,f BOLTS I TO f to the weather,and garage floor slabs BASE P ATE OVER MIN. OF 5/4" THK. FOOTING For SI: 1 pound per square inch=6.895 kPa. OF NON SHRINK GROUT AND 5HIM5 AS REOUIR D. (T11rF.) +14" _F _T —1 5411 X E�4" X Ia" b. See Table R301.2(1)for weathering potential. FOOTING A.I.S.C. PEGS. SECTION 1.1-7. FOOTING c.Concrete in these locations that is subject to freezing and thawing during construction 36" X 3(o X 12 42" X 42" X I(oll 48" X 4a" X I(oll a. Strength at 28 days psi. ALL NEL.D5 TO BE E"IOXX AND MEET F T __1 FOOTING shall be air-entrained concrete in accordance with Footnote d. • ALL N! DING,N(9, TO BE PERFORMED BY L POURED CONC. POURED CONC, POURED CONC, -Ar* d. Concrete shall be air 1 1 1 1 1 1 k, -entrained.Total air content(percent by volume of concrete)shall be LICENSE S. 0 1 - not less than 5 percent or more than "percent M + + (P k-A-4-A (4) 06 BARS I e.See Section R402.2 for maximum cementitious materials content. [Z I 1Z OF f. For garage floors with a steel-troweled finish, reduction of the total air content(percent by (4) Oro BARS (4) 00 BARS 1 1 1 (4) 116 BARS EACH WAY volume of concrete)to not less than 3 percent is permitted if the specified compressive EACH WAY EACH WAY L _J EACH WAY strength of the concrete is increased to not less than 4,000 psi. Z I UPDATED 9/27120221 1 1 W12x50 STEEL 1-BEAM Z PLAN PLAN PLAN PLAN AL ZIL A ,. AM FOC<ET DETAIL T *rf=. FOOTING3 DETAIL & SCALE. N.T.S. A IF 8 _j REVISIONS: ISSUED FOR PERMIT: 06/30/23 CHANGES TO LNDY: 01/12/23 z ISSUED FOR PERMIT: 11/30/23 q, REV. AS PER TOWN; 5/20/2024 z z 111 DESCRIPTION DATE C H E C K E D S Y UNEXCAVATEDO - D R A W N 5 Y z O 7 7 NOTE: n CONTRACTOR TO VERIFY NUMBER cn CA OF RISER UP TO BEDROOM 06 WORK-OUT GYM FINISHED GRADE/0 11-7 S.F. AREA 223 S-RAREA Q) a% 14.2 LIGHT REQUIRED a% 11.6 LIGHT REQUIRE[) (Y 24.4 PROVIDED ELECTRICALLY PROVIDED 451. 71.1 VENT REQUIRED 4% 0,'3 VENT REQUIRED x - it 13.0 PROVIDED MECHANICALLY PROVIDED --------------- :1 ouw ----------------- EGRESS \- .............................. I WINDOW S.D. S.D. WELL C.M. @ G.M. @ to 2411 2411 e5'-11 1/2 2'-&" 12'-5 1/2 5,-r, 131-5 1/21, 0 ui 0 >: 1-0 1/2 C.M. -q Z __j 20" w L NEE X. PROVIDE 34" MIN., it 30" MAX. HIGH 15ATH HANDRAIL, TYP'. 7, C14 ==" -15 STEP GRADE, (V.I.F IL VENT TO OF STEPS 0 EXT. DRAIN TO DRYWELL z ci 2011 BY OTHERS, TYP'. 3(o 0 ,� LIN. w z w PFr== 0 &'-3-1/2" 2'-0 1 20'-5 5/4" 1 1 WZZ x V cj 0 EGRESS RECREATIONAL AREA WINDOW d) WELL "(j) 1205 S.F. AREA a% B(o,4 LIGHT REQUIRED lu (P 0 th z ELECTRICALLY PROVIDED --), CN to4% 48,2 VENT REQUIRED OL MECHANICALLY PROVIDED UNEX. X z REE PEOTECTION OF E OO 5 0 0 Z u :ii!! 0-1 PROVIDE (1) LAYER MIN. 1/211 GYP. BOARD 0 0 MEMBRANE, 5/all WOOD STRUCTURAL FANELS, o OR EQ. ON THE UNDERSIDE OF THE FLOOR Lo (o X;:�ii z z L LIGHT AND VENTILATION NOTES: FRAMING AS r-ER R302.13 0!: -PROVIDE APPROVED MECHANICAL VENTILATION (v) 0) ga S -8- a .. SYSTEM CAPABLE OF PRODUCING o E j 11'-5 5/4 11'-5 1/4" z :. 7 035 AIR CHANGE PER HOUR IN M o :3 THE ROOM OR A WHOLE-HOUSE co (D 7 MECHANICAL VENTILATION 2Xa FRAMED WALL, DIRECTLY UNDER GIRDER SYSTEM 16 INSTALLED CAPABLE z --------------------------- ---— - -- [3 T -/////77 0 d) OF SUPPLYING OUTDOOR ----------------------------- --------------------------UI - CL VENTILATION AREA OF Irp CUBIC FEET PER MINUTE (CFMXl.08L15) to MECHANICAL UNDER STAIRS 30 it -1 ..f: m PROVIDE 5/5" TYPE "X11 z -< Z 0:�o Lo L- I I , It, ON WALLE) AND CEILING w n -PROVIDE APPROVED LIGHTING FIRE RATED GYP. 5OARD TO MEET ARTIFICIAL LIGHTING m z CAPABLE OF PRODUCING AN PROVIDE UNDER STAIR PROTECTION ADJOINING LIVING SPACES, VENTILATE AS PER NFP`A3I 5'-4" W1 MIN. 1/2'' GYPSUM AS REQ.AVERAGE ILLUMINATION OF ro REQUIREMENTS E 16- FOOT CANDLES (&E:, LUX) OVER ......... ........ .....— II NOTE: S.D. a- X @ THE AREA OF HE ROOM AT A FRAMER: AND GENERAL CONTRACTOR C.M. z SHALL COORDINATE WITH STAIR CD IL HEIGHT OF 30 INCHES (-tro2 MM) to INSTALLER PRIOR TO INSTALLATION ABOVE THE FLOOR LEVEL. — () 11 1 �- tlo O El 13 OF FRAMING AND/OR STAIR SYSTEM. 0 3\0" PROVIDE 34" MIN., aO" MAX. HIGH LEGEND 4 455REVIATION6 HANDRAIL NOT TO PERMIT A 4" NOTE: ALL WALLS TO BE 2X4 Q lro" DENOTES 2X8 DIA. SPHERE TO PENETRATE, TYR. N. ''C" ILPLiECT 0- 23-014 O.C. CONSTRUCTION, UNLESS NOTED (2) 3(oll MI F OTHERWISE., WALL I-lR UPTO 2ND FL. 6D. LABEL SELF FURN. NOTE: ALL DOORS ARE TO BE V-0" DENOTES 2X& 0 1/4" t 1AX, C.M. 2X4 LAID FLAT AT CLOSING DOOR DIRECT DATE ro11212023 IN HEIGHT, UNLESS NOTED OTHERWISE. FRAMED WALL 10" TRtAD6 STAIR WALL, TYI=. VENT ENOTES 2X4 SCALE AS NOTED 7 NOTE: @ DENOTES HARDWIRED FRAMED WALL SMOKE 4 CARBON MONOXIDE Z: Z;/23DWG,5/23-0I4 DETECTORS AS PER SECTION R314 4 NOTE: R315 OF THE 2020 RESIDENTIAL CODE FIRE 5LOCK AND VENT ALL OF N.Y.6., TYPICAL. CONCEALED SPACES NOTE: ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF BASEMENT WINDOW AND DOOR LIST FOR LIGHT AID VENT ONLY RIVERHEAD ARE REQUIRED TO HAVE UNEXCAVATED WIND-BORNE DEBRIS PROTECTION vENT VISIBLE WINDOW • MANLF. FRODUCT TYf"E SILL AREA GLASS d) FOR EXTERIOR WINDOWS AND DOORS, TYfmE SF. R301,212 WT. SP, S NOTE: PROVIDE WINDOW CONTROL (2) 3(o`X(o&" T.B.D. T.B.D. DOUBLE 30" 13.0 24.4 1 DEVICES IF REQUIRED AS PER R312.2.2. HUNG SLAB 7 OF" z z A 9 FINI &HEI) 5A5E'M' -'ENT FLAN &GALE.- 1/4'' = V-0'' A4 is LRE � 1 6 TO N 6: ...................................................................................................... ........................ ------------- ------------------------------.................. 7. ...... Ib%Z �FO� E - IT: 0(,/30/23 ....... ... ... ..................... ....................... .................. . ............... CHANGES TO LNDi-: 01/12/23 12 SQUARE COLUMN ENCLOSURE, z COLOR WHITE, TYPICAL 155UED FOR PERMIT: 11/30/23 11 61-41' REV. AS PER TOLLN: EV20/2024 z 52'-6 1/2" z COV. REAR PORCH i DESCRIPTION DATE BLUESTONE SURFACE A15 CHECKED 5 Y (--AFPROX. LOCATION OF u) LF, GAS Fli BY OTHERS DRAWN BY : 321-6 1/2" L.F. B.M. P.R. 4'-_5 0 z INTERIOR HEADER SCHEDULE DASHED LINE INDICATES - tt SECOND FLOOR ABOVE —— — — — — — — —— — — — ALL MATERIAL FOR WOOD FRAMINrz, -3ro"XI(o" D.H. I'52"XIBIi (4) PANEL SLIDING DOOR D.H. TO HAVE A MINIMUM fb OF e)50 P.S.I. t o. �l ==i 1 4. So to ZIII 6 ............... ............. 0 NOMINAL LUMBER SIZE, SPANS: <1 4# CA (5) 2Xa UP TO (o'-O" z (5) 2XI0 61-011 TO a'-011 t (5) 2XI2 5'-0" TO 10'-0" x 0 POSTS SHALL BE 4x4 (NOMINAL) FOR lb NOTE; r 0 2x4 WALLS, UNLESS NOTED OTHERWISE CONTRACTOR TO Y_ POSTS SHALL BE &x& (NOMINAL) FOR VERIFY NJM5ER in 2xib WALLS, UNLE55 NOTED OTHERWISE GREAT ROOM p OF RISE DOWN NOTE: ALL SIZES CALLED OUT ON ANY 463 5. AREA POURED TO BASE ENT OF THE FOLLONIN6, DRAWINGS WILL cj S.D. -1.0 LIGHT REQUIRED a5'. 3 CONCRETE ... ......... ............... ............ O SUPERSEDE THIS SCHEDULE. IaOB PROVIDED STAIRS DOWN UPDATED 4/26/2021 TO BASEMENT 4% 15.5 VENT REQUIRED PROVIDED iv U LEGEND 4 ABBREVIATIONS Ill DENOTES 2x4 FRAMED WALL 211-10 1/2"DENOTES LOAD 5,BEARING WALL C) DENOTES HIGH O 5" 2'-10" 51-5 1/2 4'-1:1 OR LOW PLATE DENOTES POST DENOTES POSTED MIN. 311 HIGH LOAD FROM ABOVE . ... ............ ----------- RAILING FROM TOP b , m I w BRACED WALLcV C, COAT OF CONC. LIP TO CORNER HOLD DOWN _J) LAV, 6 A BE &ELECTED, ABV. ABOVE 0 R41LING NOT TO cv x A.F.B. ANTHONY POWER BEAM ALLOW A 4" DIA. () -ME .YEN Lj A5F ABOVE SUB-FLOOR T EXT. 25" 2,511 DINING ROOM c) SPHERE TO PA55 BOT. BOTTOM 211 S.F. AREA .............. TH RU z B.P. BEAM FOOKET S.D. @ a5i- II.c3 LIGHT REQUIRED x—- —-— - B.W.IjI NT BEARING WALL y 2'1.e PROVIDED T CA 10,r 5 u STONE 451. a VENT REQUIRED J BID. BIDET CAN_ UI�FAGE— MU12 14.a PROVIDED CL. CLOSET '-T lL N ROOM 0 OL6. CEILING z ul D. DRYER IN5UL. ENTRY DIA. DIAMETER OOR, SELECTED z D.C. DOUBLE OVEN Y BUILDER D.W. DISHWASHER ..... .................... ............... 0 EO. EQUAL Z .............. FLR. FLOOR rz,ALV. GALVANIZED SQUARE z V q w HDR. HEADER OLUMN q (L z tnil 011W Z HCRIZ. HORIZONTAL NCLOSURE, 2'-I" l'-q 1/2' b CLOR WHITE vili H.B. HOSE 515 .... ... ..... .... ........ .......... x GASEP Ul YPICAL kITCHEN LVL LAMINATED VENEER OPENING 1 �INAL LAYOUT LUMBER w _lf� BY OTHERS OL LINEN LIN. I=AMILY 9_0OM 324 &F, AREA LAV. LAVATORY Illuj4p MAS. MA50NRY a% 25.B LIGHT REQUIRED 0 [L FED. PEDESTAL SINK 61,2 PROVIDED ---I C,4 00 coy. SIDE z CA z P5L PARALLEL STRAND 4% 12.e VENT REQUIRED OL v <1 ul f) 2e.3 PROVIDED ENTRY A LUMBER _x fil< 00 ql) _1�A 1�2 to 5LUE5TONE 7 P.T. PRESSURE TREATED D t- d) d) SURFACE 5LIMLINE -1X FIREPLACE — e� 7 LUMBER 00 C) 0 02 C*4 C" INSERT, TO BE SELECTED 11_ PAN. PANTRY BY OWNER, COMPLY W1 0 C) 0 c, r- F z3 0 R. ff MANUFACTUREF, >0 RISER (5) LO z 4 ROOF RAFTERS SPECIFICATIONSIi1 . - lii*:z i!!;:: (y ROD 4 SHELF 4) \S) FIRE BLOCK AND VENT ALL I TYf=>. OL C) (1) ROUGH OPENING CONCEALED SPACES, LO 'i �1:1�i!:0)w a SHNR. SHOWER 1 101-11 1/21, 61-61, 10" 2'-5 1/2" 15'-q 1/2 0 . ... ............. .. .... ................. 0!�!��! E -Pi 5TL. STEEL V1.1- CASED OPENING /.2' cy) cy) ox z 5. SINK 3(,"W I�EFRIG. i I ... (00 W C*4 TYF. TYPICAL L 4 FREEZER M z VERT. VERTICAL VERTICALLY .......... z ................. 0 cn VIF VERIFY IN FIELD ............ .......................................... ........... .. ........................................... ........................... a_ WASHER L_ IIR DN WATER CLOSET (L < =1 Ill5 1/4" MAX, 0 NOTE: 10" TREAD 0 LLI a FRAMER 4 G.G. SHALLll z S.D.6D n COORD. WITH STAIR -12"X43 FIRE BLOCK ALL CONCEALED G.O.CC I SHOWER if) 0 co INSTALLER PRIOR TO J..... ....... ........ ......... ......... ................................ 0 m C14 z SPACES, TYPICAL. INSTALLATION OF FRAMING -MIN, 30" HIGH RAILING TO z cv AND/OR STAIR SYSTEM BE SELECTED, RAILING MRST FLOOR WINDOW AND DOOR (LIST FOR LIC-04T 4 VENT ONLY) STAIRS ARE TO BE SELF ATH O.z E IT I > NOT TO ALLOW A 4" DIA. = 0. NO ALL EXTERIOR DOORS ARE SUPPORTING 7- C) MECH. VENT c x VENT VISIBLE SPHERE TO PASS THRU JR ERIMARY lb 0 LJ AMA GLASS ft.- c) TO EXT. x Fl;zoourT SILL HAVE POOL ALARMS TO TYPICAL. > C> lL WINDOWS) MANLF. Tyli TYPE W.ST. SP. sp. (3 13 PROVIDE MIN. 1/2" 21ci S.F. AREA LAV, 0) 30''X716" (EGRESS) T.B.D. T.B.D. DOUBLE-HUNG 2011 1.4 13.,B FOYER NOTE: GYPSUM BOARD UNDER El 0% 11.5 LIGHT REQUIRED W.G.Wc: A.&F. STAIR PROTECTION AS TWO STORY _j FASTENING FOR MULTIPLE LVL 21.a PROVIDED (2) 30"X16" T.B.D. T.B.D. DOUBLE-HUNG 2011 14,a 216 REQUIRED q 4% 5.0 VENT REQUIRED L (EGRESS) A.S.F. MEMBERS AS PERfJ (3) 3&"X54" T.B.D. T,5.D, DOUBLE-HUNG 4211 5.2 'i 3ro 11 0 141., PROVIDED ------....................-------............................�.3 EO��JEE C T 0: 23-014 MANUFACTURERS SPECIFICATION �0 -1 (03 (o0"Xe(o` (2) PANEL T.B.D. T,B.F-), SLIDING A 14.1 30'ro X z 611212023 PATIO DOOR J1 1136"Xero'' (4) PANEL T.B.D. T.B.D. SLIDING N w PATIO DOOR 5 1/4" M -1 LE : A 5 NOTED 1 THE LENSTH OF THE STEEL I-BEAM IL /A 52.2 105.2 65PENERAL CONTRACTOR 19 TO LEVEL 115R LIFO 10" TRE DASHED LINE 3011 INI�IICATEC, SECOND INCLUDING PERMITTED DEFLECTION 7 FLOOR ABOVE Z:/231DUG z: 6/23-014 0 - LIGHT AND VENT AMAS FIROviprm AFM A'PFROXIMAM CONTAC—TMANUFACTURERS PRIOR TO INSTALLATION OF FLOOR/ N 3ro"X40" 42"Xe,,i ENTRY FOR EXACT LIGHT AND VENT AREAS. ALL EXTERIOR VOORS ARE TO HAVE POOL ALAWS PECK JOISTS AS NECESSARY DOOR 41, —------ —CASEMENT — —— -W1 (2) la"XBii 5IDELITE&_ — r 1 (TEMP.) 3rollx"lii D.H.D" arolIX-11611 D.N.D (EGRESS) (EGRESS) 4'-(o c FIFR5T FLOOR FLAN NOTES: 1-7'--7 1/2 6'-5 1/2 NOTE—ALL WALLS TO BE I0'-I I/a" PLATE HEIGHT AND 2Xro e lroll O.C. CONSTRUCTION, UNLESS NOTED OTHERWISE. NOTE ALL INTERIOR DOORS ARE TO BE V-0" IN HEIGHT, COV. FRONT PORCH 12" SQUARE COLUMN ENCLOSURE, lit, UNLESS NOTED OTHERWISE. BLUESTONE SURFACE COLOR WHITE, TYPICAL 0 ------------------------------------- 0 ojl� @ DENOTES HARDWIRED SMOKE 4 CARBON MONOXIDE i ----------------------------------- DETECTORS AS PER SECTION R314 4 R315 OF THE 2020 .............. ..................... ............. ........... ................ ............ ................................. ................ OF tA RESIDENTIAL CODE OF N.Y.S., TYPICAL. z NOTE: PROVIDE WINDOW CONTROL DEVICES IF REQUIRED 151-011 z AS PER R312.2.2. 1,71-5 1 5'-1 1/4 A 5 a HIGH i FROM Top __ LIP To CTED T R" La"G] OF CONC 'E &ELE r R' 'ILIN, No To AL LOW A 4 1 D IA. HERETo E T14 r 2a' UrM A�4 a0l TRE,4 fR&T FLOOR PLAN &CALE; 1/4'' = 1'-011 1REVISIONS: ISSUED FOR PERMIT: 06/30/23 PROVIDE 34" MIN., Ball CHANGES TO LNDY: 01/12/23 7 MAX. HIGH HANDRAIL ISSUED FOR PERMIT: 11/30/23 NOT TO PERMIT A 4" z DIA. SPHERE TO REV. PER TOWN: 5/20/2024 WATERPROOF SURFACE, TO PENETRATE, TYP, BE SELECTED BY OWNER z DESCRIPTION DATE C H E C K E D 5 Y a L.F. D R A W N BY : 41-611 Il'-c! 1/4" il 1 1/4 L.F. B.M. P.R. O INTERIOR HEADER SCHEDULE 10a"XiB4" (3) PANEL SLIDING DOOR 36 ALL MATERIAL FOR NOOI�) FRAMING .. ............ ty TO HAVE A MINIMUM fb OF e50 P.S.I. z IL NOMINAL LUMBER SIZE: 5PAN5: (3) 2X5 UP TO 6'-0" (5) 2x10 TO bl-O" z X (5) -)XI2 V-0" TO 10'-0" 6 HOME 0 F05T5 SHALL BE 4x4 (NOMINAL) FOR 0 2x4 NALL5, UNLESS NOTED OTHERWISE [L T- ... .......................... ... ........................... --N T PRIMARY D 0 1 m i BY OTHERS (s) Ill POSTS SHALL 57 6x6 (NOMINAL) FOR 2x& NALL5, UNLESS NOTED OTHERWISE NOTE: ALL SIZES CALLED OUT ON ANY 455 S.F. AREAcv S.D. C4 OF THE FOLLONIN6 DRANIN65 WILL 0% 3&.4 LIGHT REQUIRED O SUPERSEDE TH15 SCHEDULE. 525 PROVIDED C'O. UPDATED 4/26 72U11 4% 18.2 VENT REQUIRED 1 FLAT,,T, 33.3 PROVIDED U) FL 4T LEGEND 4 ABBRE\/IATION5 !0�- 11 1 ......... 0 DENOTES 2x4 J C.O. FRAMED WALL DENOTES LOAD V 10'-11 142" BEARING WALL L------------------------------------- ------GAGED 3oll DENOTES H16H OPEN[Nrz, M OR LOW PLATE �d) BY OTHERS, DENOTES P05T ----------- ............. DENOTESF'OSTEr;` ................... .......................................... . ............... UJ z F 7�'7-777 7 7 7 7 LOAD FROM ABOVE ry MECH. if) 5RAGED NALL VENT T CORNER HOLD DOWN EXT. ASV. ABOVE LAV. J m Boll F BY OTHERS A.P.B. ANTHONY POWER BEAM -q A5F ABOVE SUB-FLOOR IllIf) ........................................................................... BOT. BOTTOM -RIMASYRaS Z B.F. BEAM POCKET T ... . ... ..... .0 BATH B.N. BEARING WALL z fit x ............ MECH. VENT ....................- .................... .................. ................................................................ BID. BIDET TO EXT. �2 ' C14 Lo L. CLOSET TUB [L (f) II C-1-6. CEILIN6 ff 15"X42'1 W.C. 111 Ill I .) 1 -1 W.C. O D. DRYER 21-61, LAV. 2'-4" (01, P,4TH PIA. DIAMETER 0 z MECH. VENT D.C. DOUBLE OVEN TO EXT. c) Lu P.N. D15HNA5HER EQ. EQUAL FLR. FLOOR (00"x3ro" ci R45 IlJ SHOWER' 3011 M ........................... .......... OI &ALV. GALVANIZED D- HEADER ............... . ............... 36" tit ----------------------- ..........-1 wzz 36 HORIZ. HORIZONTAL ........................................................................ -c! 14'-5 1/2 5'-5 1/2 4'-5 1/2 5' Ill H.B. HOSE 515 N (j) (yxv ko ► LVL LAMINATED VENEER -------------v---v- LUMBER w I ::t; :3 VENT TO 0 LIN. LINEN - 0) OL EXT. 0 M....... ti I DEDROOM s IV- ()f---. ...................... .... ......... LAV. LAVATORY 1-10 S.F. AREA X QJ i 3011 w MA5. MASONRY a9- 142 LIGHT REQUIRED i win > 0 DBPROOM 104 o FED. PEDESTAL SINK 5LCIE 1 21,1 PROVIDED i q- Ill m 1 162 S.F. AREA cq z P5L PARALLEL STRAND 4% 1.1 VENT REQUIRED 0 to v I d) /A\ b Q 551- 1-3,0 LIGHT REQUIRED 114 - LUMBER - ... --a If 11.6 PROVIDED >1 cj /A XV .. ..................- - - 'rtV A—12-,/ 21.2 PROVIDED C) U) P.T. PRESSURE TREATED 451- 6.5 VENT REQUIRED 5 L 0 FE U, z 0 C) IC,4 LUMBER .0) CA G.O. m si�t PAN. PANTRY -LOFE L12gy 00 *;1: R. RISER (5) II 0 41411 To r�M�4'T'- Boll &LO-E 1 S.D.- . (.:) i-o' = I Lo �!Iil�o �!i i!>- >- ATTIC . .............................. .. ... ... ..... .... ......... ROOF RAFTERS R. 5. ACCESS .... ...... ul o ROD 4 SHELF uj I II30" () z ROUGH OPENING 5 1/2 1 CIO 0) a: 0 4'-5 1122" 1 5'- 4'-5 1/2 Lo qq 0 SHWR. 5HONER CL 32 32 Ll 0 E 5TL. STEEL 36, z ��ii a c1f) cy) 0. ........................... - - 11 --f — I- -z 5. ............................... gs SIN< 0(o TYPICAL (A (o PROVIDE PAN W1 LINEN z VERT. VERTICAL VERTICALLY R45cV CABINET FLOOR DRAIN AT rL.4T* z O VIF VERIFY IN FIELD WASHER LOCATION 4 LAV. — — — — 0 En S WASHER VENT DRYER TO EXT. CL i IFIR U= BATH WATER CL05E7 1 5 1/4' MAX. S.D. 36"X&o MECH. VENT m 0 C) 10" TIREAD6 C.O. V) SHOWER, TO EXT. (0 : Ca z > .......................................... .......... Z-Ai F FIRE BLOCK ALL CONCEALED oil I m" Q 'o m — z SPACES, TYPICAL. w z CA fit tit 31: T o.:.z E ---------------------- X X. N019: ALL EXTERIOR DOORS ARE TO 2'-5 1/2 15'-4" x O SECOND FLOOR WINDOW AND DOOR (LIST FOR LIGHT 4 VENT ONLY) HAVE POOL ALARMS PROVIDE 3(o" MIN., < ............ � /1 '' , Ll VENT VISIBLE DROOM HIGH HANDRAIL < PRODUCT SILL AMA GLASS NOTE: NOT TO PERMIT A < Lll� 5,F. AREA El El WINDOUS) MANLF. TYPE ly W4T. Sp, Sp. 1 0% 14.3 LIGHT REQUIRED 4" DIA. 6FHERE FASTENING FOR MULTIPLE L\/L T.B.D. DOUBLE-HUNGi 2411 5.B 10.(o !L) TO PENETRATE, < 36"X&0" (EGRESS) I � 31.3 PROVIDED A.S.F. MEMBERS AS PER TYF. < 1 30 49. 12 VENT REQUIRED 61 i i L— I I I - (A (2) 3&I'x(ooll T.B.D. T.B.D. DOUBLE-HUNG 2411 11.6 21.2 1-1.4 PROVIDED 4 23-01 MANUFACTURERS SPECIFICATION PROJECT (EGRESS) —Ci T ................ CA =:-4,Te : IOV'X04" (3)PANEL T.B.D. T.B.D. SLIDING N/A 1(05 501 T j i DATE (o/12/2023 30" PATIO DOOR NOIE: ............ ....... ..CO .... . .......... IL ....... GENE CONTRACTOR IS TO LEVEL IT, THE LENGTH OF THE STEEL I-BEAM SCALE : AS NOTED z INCLUDING PERMITTED DEFLECTION VENT AREAS PROVIDED AM ANUFACTU PRIOR TO INSTALLATION OF FLOOR/ E14219, LIGHT AND ` APPROXIMATE.CONTACT M, MRS LEDGE Z Z:/23DWS5/23-014 FOR EXACT LIl AND VENT AREAS. ALL EXTERIOR DOOMS AM TO HAVE FOOL ALARMS DECK JOISTS AS NECESSARY 7 .36"�<00' (EGRESS) (EGRESS) T— NOTE: (TEMP.) FRAMER 4 G.C. SHALL i c &ECONID FLOOR FLAN NOTE-5: COORD, WITH STAIR al-3 1/211 5'-4 1/2 2-'-4" INSTALLER PRIOR TO NOTE: ALL WALLS TO BE V-&" PLATE HEIGHT AND 2X(o o INSTALLATION OF FRAMING Ill O.C. CONSTRUCTION, UNLESS NOTED OTHERWISE. AND/OR STAIR SYSTEM 101/2 t5 15'-4' NOTE: ALL, INTERIOR DOORS ARE TO BE 1--011 IN HEIGHT, STAIRS ARE TO BE SELF air UNLESS NOTED OTHERWISE. SUPPORTING a[ 2'-4" (p o'ojq- 0 k- @ DENOTES HARDWIRED SMOKE 4 CARBON MONOXIDE DASHED LINE INDICATES COVERED FRONT PORCH 5ELOW OF 0 DETECTOR5 ,45 PER SECTION R314 4 R315 OF THE 2020 - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - -- -- -- - - RESIDENTIAL CODE OF N.Y.S., TYPICAL. z NOTE PROVIDE WINDOW CONTROL DEVICES IF REQUIRED 7 AS PER R312.2.2. A15 1A A6 - --- - - - - - - - /:211 Iiu-R---i'6- ME V ED i NT T EXT. ---------Jill /71 17� air ��)LLL-4-- 1,M11,1111 in" LEDGE 5ECONE) FLOOR., FLAN SCALE.- 1/4'' = 1'-01' 5 112"XII 1/4" APB 30F E2 (BALANCED), CONT., rTE 7 76 1 0 N 6: DROPPED, TOP AT 10'-1 116' A.S.F. ........................... .................. .............. ....................... ............ ............................. ...................... ISSUED FOR PERMIT: 06130123 .............. - —-—-—-—-—-— --------- --------------------------- ----------- ------- CHANGES TO LNDY: 01/12/23 z ISSUED FOR PERMIT: 11/30/23 REV. AS PER TOUJN; 5/20/2024 z 0 c) IL y: (L E CL CL (Lq IL q > 0 111 (L q OL q 0 C) Ill A 0_ () 111 0 111 z -16 0-0 (y ca ty (a DESCRIPTION DATE 0 cl ca O CL rL fy Q) -1 [L -A [L CHECKED 15 Y > q o q > 1 > q 0 (y LL Z =ail I ='� L.F. O _, 7 n q<1 ZI 7 IL III V I 1 ' 7 — 0 Q) OL - Q) DRAWN B Y x -1 X -A ...................... Q ,90 x x x .M. F.R. ► X z DASHED LINE INDICATES 12 SECOND FLOOR ABOVE z INTERIOR HEADER 50HEDULE 2xI0 F.T. LEDGER BOARD, SECURED TO RIM W1 3/8" THRU BOLTS STA6;GERED AT I(o" O.C. ALL MATERIAL FOR WOOD FRAMING O (3) 2XIo HDR. (3) 2XIO HDR.TO HAVE A MINIMUM fb OF e50 P.5,1. ..................... . .. ................ ...................................... z — ------------------------------------ ------------- 4"XI2"X3/a" STEEL TUBE HEADER, SET 50T. NOMINAL LUMBER SIZE: SPANS: OF TUBE 1 1/2" ABOVE TOP OF DOOR (MIN,) (5) 2X8 UP TO ib'-O" 4"X4"XI14" STEEL TUBE COLUMNS, FULL SPAN (3) 2XI0 (01-011 TO &I-011 FOUNDATION WALL BELOW, TYF. (2) COLUMNS 7 (5) 2X12 5'-0" TO 10'-0" .221-1 5/41, 10'-4 3/4" fa POSTS SHALL BE 4x4 (NOMINAL) FOR x 2x4 WALLS, UNLE55 NOTED OTHERWISE 0 13 O POSTS SHALL BE 6x6 (NOMINAL) FOR 2x6 WALLS, UNLESS NOTED OTHERWISE 0 > NOTE; ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING DRAAIN&S, WILL q fy W_ O SUPERSEDE THIS SCHEDULE-. x UPDATED 41261:20J21 I > <1 X TD d) .................................... 0 C) tL LEGEND 4 ABBREVIATIONS w 1�>ENOTES, 2x4 -------------- u- FRAMED WALL t ................. DENOTES LOAD x BEARING WALL 0) DENOTES H16H W12x65 STEEL 1-BEAM W1 (1) 2xI0 TOP( PLATE (NAILER), CONT. TOP OR LOW PLATE 2XI2 RIM, I OF NAILER FLUSH W1 TOP OF FLOOR IJO16TS, - PACK OUT WEB W1 2x ALIGN W1 BEARING wA41 BLOCKING BOLTED THROUGH WEB WITH.1/2" DIAMETER BOLTS, 16" O,C. -------- . ........... DENOTES, POST SEAM —-—-—-- - — L DENOTES POSTED fl Id 0 E,"Xr,"XI/4" T O-STORY LOAD FROM ABOVE .............................................................................................. STEEL TUBE COLUMN, fY BRACED WALL 2XI2 RIM, FULL SPAN TO ISOLATED &'-& 1/4" 15-4 1/4 CORNER HOLD DOWN ALIGN W1 FOOTING BE OW :j U ABA(ABOVE CL`Lj� 0--q c) 51IX5"XI/411 STEEL TUBE ANTHONY POWER BEAM _j(6111 A.P.B. > COLUMN, TO BEAR DIRECTLY __j Sol A5F ABOVE SUB-FLOOR (y ON FOUNDATION WALL BELOW Ill SOT. BOTTOM -q tt B.P. BEAM POCKET > (2) 2X8 HDR. 2X8 HDR. wl () . ................ B.A. BEARING WALL CD x w OT. 4 q 1 11 1 Pall (14 j. BID. E31PET 11 tL r,L. CLOSET /Z CLS. CEILING CL D. DRr'EI;Z 2'-4" 2X12 RIM, DIA. DIAMETER W12x5-1 STEEL I (2) 13/4"XII 1/411 LVL, -BE: M W/ (1) 2XIo TOP PLATE (NAILER), CONT, - TOP CANT'L. I z ALIGN W1 , 1 �,,,,/4 1 DR C f-PED, TOP AT O D.O. DOUBLE OVEN BEAM OF NAILER FLUSH / TOP OF FLOOR J015TS, - PACK OUT WEB W1 2x BEAM 2XI2 RIM, ALIGN 10,_1 1/01, A.S.F. -77t D.N. DISHWASHER BEARING WALL BLOCKING BOLTED 'THROUGH WEP, WITH 1/2" DIAMETER E30LT-5 16" O.G. W1 BEAM ...................... . ..... ......... ...... ......- ..... ...... ........ ..... .. ........ ........ ........ ........ ....... ...... .... .. .......... ........... 71 777=.- .......... ...... ...... 0 Ea. EQUAL `7 .. .... ....... ......... ...... .......... (3) 2XIO HDR. FLR. FLOOR 2XI2 RIM ALIGN rz,AL\,I. GALVANIZED (oil is 5"X5"XI/4" TWO-STORY STEEL IC (y: W/ BEAM tu HDR. HEADER TUBE COLUMN, FULL SPAN TO ------ W_ ISOLATED FOOTING BELOW ------ HORIZ, HORIZONTAL 5"XF�"XI/4" STEEL TUBE Its- fi/ H.S. HOSE 515 COLUMN, TO BEAR DIRECTLY (j) iwu f-- - xv ON FOUNDATION WALL BELOW X:I LVL LAMINATED VENEER ol LUMBER 6 2x8 J. I 1z LIN. LINEN 50TO r LAV. LAVATORY 0 ul LLI 14 MAS. MASONRY Lu A.6,F PEP. PEDESTAL SINK (YIIL z C) fv PSL PARALLEL STRAND A LUMBER IL Y^A F.T. PRESSURE TREATED Al2J Div q Qom- VA127 > X , -IQ" I -A 00 q I 1 1 = fn -A 1— 0 FAN. PANTRY u- q 0 0 u cn R. u_ q (c) mt >: z LUMBER RISER (S) Lo ROOF RAFTERS > z C) > o ROD I SHELF 0) a R.O. ROUGH OFENINIS z ROvIDP SOLID BLOCKING AT oj m Q h ( o X11- 'D q 'Or- o L0 wt D cl a III 5HNR. SHOWER x BEARING WALL FROM ABOVE X 0 E -�i 5TL. STEEL — — — — -- — — — — — — — cy) ;�!i;ii 0 ........ ........ .... ..... ....... .... ....... — — — — — — — — — — — — — — cr) c, (0 (0 Cl 7 S. SINK _F ij '-a" — — — —FT- TYF. TYPICAL M (3) 13/4"XI 1/4" 1. 7 VERT. VERTICAL VERTICALLY BEARING WALL 5 LVL HEADER 5EAF 0............... ........................................................................................ .. ....................................... VIF VERIFY IN FIELD m ........... cn CL WASHER WATER CLOSET V) TL < 0 X w 4'-q 1/2 Z11 z m FIRE BLOCK ALL CONCEALED co ........ ......... m z SPACES, T)"FICAL. I LVI RIM J015T, CONT.1 I z E .. ......... 3: Lu 0 NOT I-: ALL EXTERIOR DOORS AR E ------ ca -- -------- b 0 X x HAVE POOL ALARMS TO u 14" TJI E�60 SERIES, ........ ......... ......... OPEN NOTE: El FLOOR JOISTS AT 1611 2x5 C.J.0 J AT O.C., CANTILEVER TO TO pr .......... FA5TENINC7 FOP, MULTIPLE L\/L ABOVE SECOND FLOOR WALL 0_j MEMBERS AS PER > :r PROJECT 23-014 ul MANUFACTURERS SPECIFICATION X x CA 611212023 O DATE I=47 E C SENF M• AL CONTRACTOR 15 TO LEVEL 6 C A L E AS NOTED THE LENGTH OF THE STEEL I-BEAM (2) 13/4"XI4" LVL, FLUSH, BELOW z INCLUDING PERMITTED DEFLECTION (3) 2X , 11 ! 0 HDR, (3) 2XB HDR. I x I I .... EXTERIOR WALL FROM ABOVE PRIOR TO INSTALLATION OF FLOOR/ ------------- Z/23DWSS/23-014 PECK JOISTS AS NECESSARY 5T, CONT- ---------------------- .......... . .......... .............. z (2) 13/4"XI4" LVL RIM JOIST, (3) 2>a HDR (3) 2Xa HDR. ------------ 2xa P.T. LEDGER BOARD, SECURED TO RIM W1 3/F_THf�5_7_07TS STAGGERED AT Iro" O.C. co z O NOTE: ALL WALLS TO BE 10's-11 I/a" PLATE HEIGHT AND 2X(o D F_ 5TUID5 AT 16" O.C. CONSTRUCTION, UNLE65 NOTED OTHERWISE. z NOTE: PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN "o -A x -4 ------ THE FLOOR SYSTEM PRIOR TO LOADING OF UPPER LEVELS. �j C14 CID q), NOTE: FASTENING FOR ALL STRUCTURAL LVL MEMBERS 15 TO X > BE AS PER MANUFACTURER'S SPECIFICATIONS. Af (). (3� 1 3/4"XII 1/4" LVL, DROPPED CONT., TOP AT 10'-]" NOTE: PROVIDE 13/4" X 14" LVL RIM BOARD WITH CRUSH ........ ..... ...... . ...... ........... OF tA - ---------- 5LOC:K5 AS PER MANUFACTURERS 5PECIFIGATION-5, UNLE55 ------------ --------- --—-—- ----------------------------------- NOTED OTHERWISE. 7 NOTE: ALL FLITCH PLATES ARE TO BE MANUFACTURED BY z BETTER HEADER OR EQUAL. A15 r A7 IS (oil 4 L.F. L L.F..F. L ILI i T07 fR 1i C,4rN X &ECOND FL AM INGs FL AN-- &CALE: 1/4'' V-0" IRE V 16 ION 6: ........................ .......................-------......................................................................................................................... ................................................. .................................................................................. ......................... ....................= ....... ISSUED FOR PERMIT: (D613(I123 CHANGES TO LNDY: 01/12/23 z I I ISSUED FOR PERMIT: 11/30/23 REV, AS PER TOWN: 5/20/2024 z A5 jj z ILJ DESCRIPTION DATE C, H E C K E D 5 Y L.F. DRAWN BY : LF, B.M. P.R. z INTERIOR HEADER SCHEDULE (3) 2x5 HDR. (3) 2xI2 HDR. (3) 2x8 HDR, F— ALL MATERIAL FOR WOOD FRAMING .................... ... ............. z TO HAVE A MINIMUM fb OF 85O P.5.1. NOMINAL LUMBER SIZE: SPANS: W F,T, (3) 2x8 UP TO &'-0" . . .................. 2xro FALSE 0 cp f- 73 RAFTERS(3) 2XIO &'-0" TO 51-0" x z AT I(o` O.C, (5) 2XI2 5'-0" TO 10'-0" 12, POSTS SHALL BE 4x4 (NOMINAL) FOR 0 2x4 NALL5, UNLESS NOTED OTHERN15E POSTS SHALL BE 6x6 (NOMINAL) FOR 2x6 WALLS, UNLESS NOTED OTHERN15E QI 2xI0 CEILING J015T5 AT 16" O.G. NOTE: ALL 51ZF-5 CALLED OUT ON ANY I-_ BOT. AT 10'-0" A.6.F, OF THE FOLLOWING DRAWINGS WILL OFE I fy UPDATED 4/26/20211 O SUPERSEDE TH15 SCHEDULE. 2x(o FALSE RAFTERS FL4Ts AT I(o" O.G. t LEGEND 4 ABBREVIATIONS ........................... ............... DENOTES ')x4 FRAMED WALL 2x(o FALSE U -- = DENOTES LOAD RAFTERS 0) 1 I AT 16" O.C. BEARING WALL x DENOTES HIGH m (_ u, -------------- OR LOW PLATE L _j ,J) DENOTES POST (3) 2xO Hr_)f;�' ............................. ............................................ .................. . ................. ...................................... +DENOTES POSTED ..................................................................... ... ......... z z� -.-_... :I zzzz/////X/,"/I LOAD FROM ABOVE BRACED WALL CORNER HOLD DOWN ABV. ABOVE x (3) 2X5 HDR. A.P.B. ANTHONY POWER BEAM -77�77=.=77 777. i ASP ABOVE SUB-FLOOR 0 Ijjj BOT. BOTTOM r 2 B.P. BEAM POCKET x Ifj B.N. BEARING WALL ------- :F BID. BIDET 2xa CEILING JOI&T5 C L. CL05ET !i 1 2x8 CEILING J015T6 IL CL&. CEILING AT I(o" O.C. H 11 i (p AT I(o O.C, O D. DRYER z P.O. DOUBLE OVEN O (3) 2X,5 ty- PIA. DIAMETER _31,) 2xB HDR. BOT. FLUSH DISHWASHER ilL I I ........ ................................. ........... Ea. EQUAL ... ...... ......................... ---- -------- ................ 0 I FLR. FLOOR L &ALV. GALVANIZED /A. xa HDR. (2) 2xI0 HDR, 1(2) 2 HDR. HEADER fu ----------------------- z HORIZ. HORIZONTAL (y Z 6� 2x(, FALSE H.B. HOSE BIB RAFTERS x V 00 LVL LAMINATED VENEER AT I(, O,r-.. 6 ------- _5z -------------- LUMBER OL j-- LIN. LINEN CA LAV. LAVATORY k-) (P MAS. MASONRY pro. PEI�)17-57`AL SINK SLO-E 2x(o FALSE x iL z 1A -A Z FSL PARALLEL STRAND RAFTERS LUMBER F3 AT Iro".O.C. �Al2j -Z P.T. PRE55URE TREATED 2x(o FALSE RAFTERS z 00 LUMBER xmtp ui ( U AT 16" O.C. PAN. PANTRY x o o �o _F I 2x(, FALSE I xm (o -�t m ....... —DOUBLE T,1:R. RISER (5) x 0 -0 C4 C8 o as^ RAFTERS R.R. ROOF RAFTERS FRAME Lo (0 Z:. AT I(o" O.C. ATATTIC J, .......... .............. ........ .. . ................................ —x 5. ROD SHELF ACCESS R.O. ROU6H OPENIN& 2x(o FALSE OPENING L0 It 5 i CL a 7i 5HINR. 5HONER RAFTERS AT' E STL. o,r_, (3) 2xO, ..................STEEL (2) 2xIO HDR. BOT. FLUSH .......... ........ o (y) cy) z SINK a (0 (0 TYF. (3) 2x,5 HDR. TYPICAL 2 �2 Q SPRING RAFTERS 7 _�2xa G.J. AT M VERT. VERTICAL VERTICALLY FROM BOT. OF BEAM 161, O.C. z ......... ........ .........O VIF VERIFY IN FIELD LLaEF 0 W. WASHER X WG KATER CL05ET FLATe a: :5 0 (2) 2x5 HDR. (2) 2xE HDR. Ld 0 Z A EIF 2: FIRE BLOCK ALL CONCEALED JLY ...................... ........................ ................... 2xro FALSE 00 7 -------- C) z SPAOE5, TYPIOAL. oil - RAFTERS m 7 1 1 :r zir C,4 X - AT ](oil O.C. // . I C0 xx I ---------------------- 0 z E 2cn c,4 6.0 CL MOTH: ALL EXTERIOR DOORS ARE TO X O HAVE POOL ALARMS Lai UP 2xI0 dFILING JOISTS AT 5LCFI=JNOTE: ... ........ �oT. AT 10'-011 14.5p, 0 El FASTENING FOP, MULTIPLE LVL .......... E-CFE MEMBERS A5 PER lIa 77� PROJECT 23-014 .......... ...................... Fes:r MANUFACTURER5 SPECIFICATION F) 2x6 FALSE x RAFTERS DATE E ro11212023 AT Iro O.C. NOTE: IL GENERAL CONTRACTOR 15 TO LEVEL 5 C A L E AS THE LENGTH OF THE STEEL I—BEAM \A NOTED INCLUDING PERMITTED DEFLECTION z PRIOR TO INSTALLATION OF FLOOR/ z: Z:/23E)Wr:�S/23-014 IDECK JOISTS AS NECESSARY ..................... .............. .... ........... (3) 2x8 HDI;P_ (3) 2x8 HDR. ............................................ ..................... .... ......... ....-. ......... ...... (3) 2x8 HDR, (3) 2x5 HDR. NOTE: ALL WALLS TO 5EV-1 Va" PLATE HEIGHT AND 2><(o STUDS AT fro" O.C. CONSTRUCTION, UNLE55 NOTED OTHERWISE. NOTE: PROVIDE SOLID BLOCKING UNDER ALL POSTS WITHIN C THE FLOOR SYSTEM PRIOR TO LOADING OF UPPER LEVELS. &0 NOTE. FASTENING FOR ALL STRUCTURAL LVL MEM5ER5 16 TO T BE AS PER MANUFACTURER'S 5PECIFICATION5. NOTE: ALL FLITCH PLATES ARE TO BE MANUFACTURED BY Ix 0.019 BETTER HEADER OR EQUAL. :- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — ,OF 1A z z A15 771, A8 F �4 CONED FLOOR CEILING; FFRANH N L AN &CALE: 1/4'' 1'-01' IRE V 16 IONS: .......................- ISSUED FOR PERMIT: 06130123 . . . . . . . . . . . . . . . . . . . . . 4 1 ♦ 1- + 4 +-+ + ♦+++ + ++ + 4+ +++ + + + + ++++ +++ , I. . I + ♦++ + + ♦ + + 4 4 + + + + ++ + + , i. + 4 1 1 4 + + + + .♦. . . . . . . . . . . . . . . . . . . . . . . . . . . .♦ . • . . . . . . . . . . . . . . . . . . . . C�IAN(SE6 TO LNDY: 01/12/23 I + I I + ♦4 1 + -1 1+ +I ++I+ ++ + + + + + +++ + + +++++4+I+I,++I+ +I + .+, + + + ++ + + . 'I + + + + + + + + + + + +++ + + + + + + + + + + + + +++ z • 4 1 1 i, + 4 1 • 4 + + + + + + + + + + + 4 1- + 4 + + 1 4 1 + + + + 4 + + + + + ISSUED FOP, PERMIT. 11/30/23 + I I + I + 4 1. 1 4 1. + I. + I I i + 4 1 4 + 4 + 4 f 4 f + -1 1 4 + f + -1 4 + + + ++ + + + + + + + + + +♦+ + + ++++ + �o f__ l , + + + + , + , + i + 4 1 + + 4+++ REV. AS PER TOWN: 5/20/2024 ♦+ +•+ ++ +++ + ♦ + + + + + +I+ + +++I++ 4+i+++ ++';+++4+I+++-1 1+I+++I'4+i+ + + ++ + + +♦++ ++ . . . . . .... ++++ ++ +++ +++++ ++++++ +++++++ +++ ++++++ ++++++++++++++++++++ +++++++ + + + I- I + 4 A15 4+I +I+I+I I+++I+1 4 1 + 4 1, 1 + 4 + I I I + i* + 4 1 + " I + + I I * 1, 1 + I + 1 1, • 1 1+ 4 4+ +++' + +4 +++, ,+ ++++ + ++ ♦+ I+++F++ + +++ + ++ +♦ +++' '+-+ + ++ ++','+ +++'_ +•+++ +`+.+ +'+ + +++ 1 4 1 + 4 1 + 4 .1 + I I +I+'I+++4+I+ +I ++ 1 -1 + + 4 1 . -1+ + 4 1- + I I I + i + + + 4 1 + + + +++++ + + + ++++ + 4+I+++I ++ + + +I+ ++ + +++ + + + ++ 4 1 1. + . . . . . . . . . . . ... . . . . . . .. ++++ + +++ + ++ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + DESCRIPTION DATE II ILJI ++ + + + 4+I+++I++ ++ +++ + ++++++ ++++++♦+I++ 4 + + 4 1 +,4++ ♦+++++4 + + I + 4 ++++++ +++ + + ++ + + . . . . . . . . . . + + . . . . . . . . . ++ I + I 1 4 i-++ I+ +4 1 + 4 ALL WATEfRf=f;ZCOr SURFACES TO F5 E + + + +'.I +'+ 4 + 4+1++ . . . . . .♦. . . . . . + + + + CHECKED B Y I � I . + + + + SLOPED MIN. Ila" PER FOOT AND TO BE + +++++ + + + + ++ + + + + + I . . . . . . . . . . . + + . . . . . . + + +♦+ +++4++ 4 1+++4 1+ +4+1 4+f+ +4 60 MIL FULLY ADHERED EPDM AS +++++++++-+'+'+I++�_+++++++4-i+ +1+ + L.F. +'*+++ . . . . . . . . . . . + + + .♦. . . . .•. . .♦. . . . . . . r + + I I + 4 + I I + MANUFACTURED 15Y CARLISLE OR EQUAL. +.,.++++ + + + + + +, . + + +i. , + + . . . . . . + + + I + + 4 1 4 . + I. + + + + + + 4 + + + +i+ -PROVIDE FROV D COPPER EDGING 4 FLASHING AS . . DRAWN BY :+ ++4+++ +I++++ I+4+ PER MANUFACTURER'S + + + +: +-,+++-++.4+ + + FACTURER'5 SPECS. PROVIDE +++'+'++++++++++-'+++ +%++'+ +++++++ . . . . . . . . . . . . . . . . . . + + I . I . . . . . . . . L.F. B.M. P.R. .1 +4++++++++ I I I + MAHOGANY DECKING FINISH, T yp. ++ +++ ++++4++ 4++ + + ++ + + + I I - I + 1 + 4 l + 4+i + +++ + + + I + 4 + ++I+1 4 f ++++++.+4-+I + +4++ + + + + . . . . . . . . . + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . : : +4+i.+ + -++ + + + + +,+ + + + I + . , I. , , + , I -i + 4+I+ +I + + ++'1+I+ +I+++4+ ++ 4+I+ +4+++4+ + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + +++4+I+ +I+I-+ + +++4 4+ + + + + + + + + +:+ +4+i I I I + I i, + + 4 1 + 1 4 + 4 + + . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . + INTERIOR HEADER SCHEDULE ....................� .......................................................... ........ ... .... ALL MATERIAL FOR WOOD FRAMING .............. z TO HAVE A MINIMUM fb OF a50 P.S.I. 0 jU NOMINAL LUMBER 51ZE: SPANS: T (3) 2Xa UP TO 6'-0" (5) 2XI0 6'-0" TO a'-O" (5) 2X12 5'-0" TO 10'-0" P05T5 SHALL BE 4x4 (NOMINAL) FOR 2x4 NALL5, UNLESS NOTED OTHERWISE F05T5 SHALL BE 6x6 (NOMINAL) FOR 2x6 WALLS, UNLE55 NOTED OTHIERN15E J NOTE: ALL SIZES CALLED OUT ON AN-i' OF THE FOLLOWING DRAWINGS WILL O SUPERSEDE THIS SCHEDULE. UPDATED 412617202JI Q. LEGEND 4 ABBRE\/IATION5 ou IN Ill DENOTES 2x4 ---------- a : 12 FRAMED WALL B 12 DENOTES LOAD BEARING WALL DENOTES HIGH (oil 11/2"X9 1/4" TIM5ER5TRAND LSL II/2`Xc31/41--TtM6ER6TRAND LSL OR LOW PLATE O.H. ROOF RAFTERS AT 16" O.C. ROOF RrFTERS AT I(, O.C. DENOTES P05T ......................... DENOTES POSTED ...................................................................... 0- .........I 2 LOAD FROM ABOVE BRACEI�) NALL O.H. 03 i 2xro COLLAR 'TIES AT CORNER HOLD DOWN Iro" O.C., CONT., ABV. ABOVE AD A.F.B. ANTHONY POWER BEAM pxo ASF ABOVE SUB-FLOOR /R)P AT > BOT. BOTTOM I(oil lK S.F. BEAM POCKET X ............. ................ ................................. B.N. BEARING WALL ±�,S . 12 .......... . .. . ..................... BIDET r,L. CLOSET (s) An C,L 6. IL CEILINO -SEE KINGPIN DETAIL, n SEE KINGF N,DETAIL, fu 9 D. *2 ON SHEET AS w 02 ON SHEET A DIA. DIAMETER (oil z P.O. DOUBLE OVEN > N 0 D.N. DI5HNA5HE-R ...... .... . ...... ui ... ......... 7 Ea. EGUAL cfJ FLR. FLOOR llJ (oil nJ 6ALV. GALVANIZED O.H. // / 0 th �+ ; /O =" j� l,f / '� I .- lr HDR. HEADER tli HORIZ. HORIZONTAL ?� bT �t�I /li U 0 H.S. HOSE 13113 wxv N L\/L LAMINATED VENEER 2 //I/ I J = /� f = /) 4 `y "� U LUMBERti 1_2 LIN. LINEN _q LAV. LAVATOR"r x x 2 MAS. MASONRY a O.H. M -DE5TAL SINK FED. FE OL z FSL PARALLEL STRAND /^A \p, 2xI0 ROOF RAFTERS 314"XI411 RIDGE BOARD, GO 2xI0 ROOF RAFTERS L LUMBER /AA AT fro" O.C. 7 AT I&" O.C. kAI2J P.T. PRE55URE TREATED 0 0 LUMBER a : 12 r- PAN. PANTRY 0 0 D_ (o It R. RISER (5) ci/ Lo (c) O�Y! z z ROOF RAFTERS x R.4 S. ROD $ SHELF I ' I '', , [,.- T- �DK <t V) < ROUGH OFENINS, 0 SHOWER IN f f 5TL. STEEL 'o // T-I 5) T- Zo =o ............... ................... \,g y ...........I Cir) Cy) 5. SINK ............... �711 ", c. Typ. 2xro STUDS AT 16" 0,C., KNEE WALL TYPICAL 2xro 5TL5_5 AT 16" O.C. TO UNDERSIDE OF ROOF RAFTERS KNEE WALL TO UNDERSIDE A VERT. VERTICAL VERTICALLY z ..... ..... OF ROOF RAFTERS VIF VERIFY IN FIE1 1;� Fill CL w. WASHER V) N.C. NATER CL05ET 1z CL < 0 V) Lj z M 4) > .......... ........ FIRE BLOCK ALL CONCEALED Lo co 00 m V) >, SPACES, TYPICAL. 218 R.R. z 3r AT Ir," O.C. 0 z E rn 2 43 . 12 8 : 12 .2 CL L_ X NOTE: ALL EXTERIOR DOORS ARE 0 LAJ )--2" i..................... .................... ±31 5 12 HAVE POOL ALARMS TO U. 11/2"X131/4" TIM5EIR6TRAND L6L I 1/2"XS 1/4" TIM15ERSTRAND LSL E3 El NOTE: ROOF RAFTERS AT ]roll O.C. I I ROOF RAFTERS AT Ile," O.C. RIDGE BOARD TENIN O.H. COLLAR TIES .................-. ...... ....- MEMBERS AS PER .............. FAS 5-7 FOP, MULTIPLE L\/L "SANDWICHED" BETWEEN 2 (3) RAFTERS, USE (2) 1/2" MANUFACTURERS SPECIFICATION PROJECT lill _2_k COLLAR TIES AT 3-014 DIA. THROUGH BOLTS AT 16��O.C, CONT, EACH CONNECTION, DATE (o/12/2023 HOLE) TIGHT TO RIDGE NOIE: GENERA. CONTRACTOR 15 TO LEVEL SCALE AS NOTED THE LENGTH OF THE STEEL I-BEAM ALIGN FASCIA BOARD CEILING HEIGHT, REFER TO PLANS INCLUDING PERMITTED DEFLECTION ALL AROUND, 51DE PLANS —�__�(� I I I ! "IN I I 2xI0 "SANDWICHED" BETWEEN (3) PRIOR TO INSTALLATION OF FLOOR/ I %11A '1'� ........................................ ........... OVERHANG VARIES z: Z:/23DUJG5/23-0I4 I I...................... .................................................................................. ..... ............... cv RAFTERS, USE (2) 1/2" DIA. THROUGH PECK JOISTS AS NECESSARY BOLTSAT EACH CONNECTION ..................... ............................ ........ ........... ..... ....... ....... ......- .............. ..... ...... C14 -A (3) RAFTERS WITH 1 1/2" GAPS BETWEEN EACH MEMBER TO ACCEPT (2) CEILING JOISTS HATCH INDICATES D C FRAME OVER AREA 0 + C HATCH INDICATES FLAT ROOF W1 DECKING FINISH x ING IN DETAIL SCALE. 1/4" 1'-0" Ho.OAS 0 ....... ....... ---- ------- ........ .......... ........ ......... ...... ......... ....... ........ ..... ........ ....... ...... ........ ........ ........ ........ OF 1A ALIGN FASCIA BOARD-7 ALL AROUND, SIDE AIS OVERHANG VARIES A9 18 �q4 1 4 1++ + z I NG FL AN ROOF FRAIL SCALE: 1/4" 1'-011 NOTE: ALL ROOFING NAILS TO BE STAINLESS STEEL. 35'-0" MAX. BUILDING HEIGHT - - - - - - - /...... - - - - - - - - - - - - - - - - - - - - - - RE V I5I OHS: ISSUED FOR PERMIT: 06/30/23 RIDGE HEIGHT -- ---- -- -- -- - - --- -- - - --- - - - - - - - - - - - - - - - - - - - - - - - CHANGES TOLNDY: 01/12/23 z NOTE: // 155UED FOR PERMIT: 11/30/23 GUTTERS, LEADERS AND DRAINAGE OF/ENTIRE ROOF 12 12 REV. A5 PER TOWN: 5/20/2024 z TO BE DESIGNED AND INSTALLED B OTHERS. � C", 1- N07.1=_- z CONTRACTOR IS RE5PON515LE FOR ALL COORDINATION OF WINDOWS./W/ MANUFACTURER. ANY �r'�f '�� DESCRIPTION DATE DISCREPANCIES OR APPROVED EQUALS ARE THE RESPONSIBILITI' OF THE/CONTRACTOR - 12 CHECKED B Y U / 12 a L.F. O BLEACHED CEDAR ROOF 8 Cam' Q SHINGLES FOR EVEN WEATHERING -- DRAWN BY : 5/4"X6" WHITE AZEK FASCIA BOARD L.F. / B.M. / P.R. W/ 5/4"X WHITE AZEK FRIEZE BOARD � DP U z ti._-0-2ND FL. PLATE HGT. 06 - - - - - - - - - --- - - - - - - - - - - - - - - - n- �� �l U T 0.2ND FL. WINDOW -z z Eu 2 2 (X -_ — i 2 ! O (a O.H. O.H. i z D.H ._...... ... O.H. �� .� in m WHITE WINDOWS W/ SIMULATED DIVIDED LITES f rc1 5 zF-- � p 5/4"X3" WHITE AZEK CA51NG W/ -------- --.— .. ----__--- -- __- ---------. -- _ __-- __-- DP _ - z X Q —WHITE AZEK SILL AN H ADER P DP ALIGN W/ FRONT PITCH O DIFFERS, O PROVIDE BLIND PROVIDE BLIND 12 �� N F FLASHING AS REQ'D. CEDAR ROOF SHINGLES FLASHING A5 REQ'D. Q T.D. 2Nd FL. SUB-FLOOR - ---_..._..._.._.. -_----___--- %' c-.._ 1- T.O, IST FL, PATE HGT. 1 T.O. IST FL. WINDOW '-2" I u U Y - - U u uI LIGHT FIXTURE TO BE - - SELECTED BY OWNER cq 35 � CEDAR SHINGLE SIDING, DP __. ...._..._ p' PAINTED WHITE 12" SQUARE COLUMN E ENCLOSURE, COLOR WHITE Q � BLUESTONE SURFACE TO BE DP DP SELECTED B1' OWNER / BUILDE I� z T.O. 15T FL_ SUB-FLOOR _ _- - — - - -- ---- ---- - - - - - - APPROX. GRADE A tu FRONT ELEVATION ( WE &T ) SCALE. I/4 1 0 _Q C,, f- -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM DE51GN PRESSURE AS NOTED ON EACH UNIT. �} I� -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND-BORNE fu O DEBRIS PROTECTION (301.2.1.2) A5 DETAILED ON SHEET Al. 0 z -NOTE: ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS 0NQM, () i R905.1.1 UNDERLAYMENT. U UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR II OR A5TM D 4869, TYPE I. II 111 OR IV. ICE l!! 2 AN ICEBARRIERRTIHAT CON515T5 OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING POLYMER MODIFIED 1--t U I flj cYl Q BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT Z z LEAST 24" IN51DE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL, �I THE ICE BARRIER SHALL ALSO BE APPLIED NOT LE55 THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. O U ca 35 _0" MAX. BUILDING HEIGHT _ _ _ _ _ _ - - _ _ _ _ _ _ _ - _ _ _ _ - - _ _ - - n - o n� u Z RIDGE HEIGHT N NOTE: Q z GUTTERS, LEADER5 AND DRAINAGE OF ENTIRE ROOF 12 12 0 „-� N rn �- TO BE DESIGNED AND INSTALLED BY OTHERS. ��� S 8 �ti o00 h u r r NOTE: 0 �-� z Z z CONTRACTOR 15 RESPONSIBLE FOR ALL J.�J Q o (� COORDINATION OF WINDOWS W/ MANUFACTURER. ANY ;.,, o (� DISCREPANCIES OR APPROVED EQUALS ARE THE DP O ( ) > °=I'' o `v U' r- C RESPONSIBILITY OF THE CONTRACTOR Lo �;;;`; 0 o o :'. E i 12 12 �.'. .1._ z o - ( Cp U :[: 0 0 z i m 0 o III PROVIDE BLIND FLASHING 45 REQ D. \ 3 : : N n/ ------------------------------ -----__ ___-------- ------------------------ �ilJ 2ND FL. PLATE HGT. y <t o 0 �g —.. _....__............_. _. ._....._...._....._._.... ..................._......._.. . ._.._.... ._. ... ........._............ - .....- - ----...._.. ... .. ..._ ...... .. _......_........... _._...__._.. ._.... ..... - ..__... .... ................_.. _ N Y n W u ,� C� z cu w T.O. 2ND FL. WINDOW _... - c`a -- -z _ Z_ T \� m N N o zfr 150 N 3r.�...... 35 0 Q MIN. 3%" HIGH RAILING TO ws- d ua PITCH 3 DIFFERS, I BE SELECTED, RAILING ❑ ❑ p ALIGN W/ FRONT J li NOT TO ALLOW A 4" DIA. _ O 12 ERE TO PA55 THRU 12 111 D_ T.D. 2ND FL. 5U5-FLOOR - - +�•75[ '. - -- - - - - -- _. ". .._. __ ! _ - `�- .25 - - - PROJECT ": 23-014 -- --- -- ..... ... . ............._. .... ..................................... -- .... - - - ---..._ ._.__........_._.... ....... ._..._ . T.O. IST FL. PLATE HGT. -- - - -- - - -- - - - - - PATE : 6/12/2023 T.O. 15T FL. WINDOW \ SEC: A L E : AS NOTED Z: Z:/23DWG5/23-014 _._. IL <( lU I I I I I I I 1 11 111 11 LRP CIL cu � OlU 35 J \ Q- f it T.O. 16T FL. SUS-FLOOR ( al Z ...................... .. _................_... .... _...._.................. ... . . ... - _..._ .. _.... .......__...._ .. .._ ......_.................. .... ....__....._.....- h0.0A { _I _........__.. ..............._.__._....... E - - APPROX. GRADE "OF N z z FEAR ELEVATION SCALE: 1/4'' 1'-0" 3 —ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT. A10R —ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND—BORNE 18 DEBRIS PROTECTION (301.2.1.2) AS DETAILED ON SHEET Al, —NOTE: ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS 35'_O" MAX_. BUILDING HEIGHT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ - _ - - - - - -- �. REvISIDNS: ISSUED FOR PERMIT: 06/30123 RIDGE HEIGHT _ _ _ _ _ _ - - -— - - CHANGES TO LNDY: 01/12/23 z NOTE ISSUED FOR PERMIT: 11/30/23 GUTTERS, LEADERS AND DRAINAGE OF ENTIRE ROOF REV, AS PER TOUN: 5/20/2024 z TO BE DESIGNED AND INSTALLED BY OTHERS, I- NOTE: z CONTRACTOR IS RESPONSIBLE FOR ALL 11f COORDINATION OF WINDOWS W/ MANUFACTURER. ANY DESCRIPTION DATE DISCREPANCIES OR APPROVED EQUALS ARE THE CEDAR ROOF SHINGLES CHECKED B Y RESPONSIBILITY OF THE CONTRACTOR U 12 12 L.F. Q THE SKY EXPOSURE 8 Q S D R A W N B Y PLANE IS BEYOND THE LIMITS OF t1415 PAGE CEDAR ROOF SHINGLES U T_ T.0, 2ND F . PLATE HGT. QLuT.O. FL. WINDOW z w Z p Q _ Z MIN. 36" HIGH RAILING TO BE m Q SELECTED, RAILING NOT TO 1EI L t(1 — m ALLOW A 4 DIA, SPHERE TO n1 PASS THRU O �_ cV 35 L 35 35lu LE,, ---------------------- DP ------- ------]� DP DP 12 m PITCH DIFFERS, N L T.O. 2ND FL. SUB-FLOOR _ _ _ 325F-� ALIGN W/_FRONT PROVIDE BLIND FLASHING AS REQ'D. -- -- -- -. z F T.D. 16T FL. PLATE HGT. T.O. IST FL. WINDOW - -- -- -- -- - - - - - - U FTI U WHITE WINDOWS U/ SIMULATED O ►- _ DIVIDED LITES MIN. 36" HIGH RAILING 5/4 X3 WHITE AZEK CASING W/ U FROM TOP OF CONC. 0 35 LIP TO BE SELECTED, WHITE AZEK SILL AND HEADER - RAILING NOT TO ALLOW DP 35 „35 A 4 DIA. SPHERE TO 35 12" SQUARE DP DP PASS THRU DP 35 COLOR WHITE OLUMN ENCLOSURE, I DP UJ 35 L z BLUESTONE SURFACE TO BE SELECTED BY OWNER / BUILDER lfl T.O. IST FL. SUB-FLOOR _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ APPROX. GRADE � U tu fRIGHT 5CE ELEVATION ( 50UTH ) SCALE: 1/4' = 1'-0" � CV �- -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT. Cn its IL -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND-BORNE DEBRIS PROTECTION (301.2.1.2) AS DETAILED ON SHEET Al. fu � Q -NOTE: ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS �/ Q z NOTE: Q RSm5.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH ASTM D 226, TYPE I OR II OR ASTM D 40(o9, TYPE I. II 111 OR IV. U R'905.1.2 ICE BARRIER. - U1 AN ICE BARRIER THAT CONSISTS OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING POLYMER MODIFIED U C{1 BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT Q Iu fu LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE Q THE ICE BARRIER SHALL ALSO BE APPLIED NOT LE 5U DIN 36" MEASURED ALONG THE NG. ON ROOFS WITH SLOPE QROOFSLOPE FROM THE EAVE EDGE OFT Z v HE BUILDING.UAL OR GREATER THAN a UNITS VERTICAL IN 12 UNITS HORIZONTAL, � ca n, 35 _D MAX. BUILDING HEIGHT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------- RI DGE HEIGHT N v NOTE: --- z GUTTERS, LEADERS AND DRAINAGE OF ENTIRE ROOF 00 N 1- TO BE DESIGNED AND INSTALLED BY OTHERS. 0 00 z z NOTE: CONTRACTOR IS RESPONSIBLE FOR ALL (� COORDINATION OF WINDOWS W/ MANUFACTURER. ANY (() DISCREPANCIES OR APPROVED EQUALS ARE THE r RESPONSIBILITY OF THE CONTRACTOR CEDAR ROOF SHINGLES _ 't' o _ :p ° 12 12 _ M M O t z NOTE s 8 g ` , ` , p;;:: d o THE SKY EXPOSURE Co v v o z PLANE IS BEYOND THE M LIMITS OF THIS PAGE CEDAR ROOF SHINGLES Z 3 Q o 3 �, � Nr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �`. Lio p 11J T.O. 2ND FL. PLATE HGT. _ Q- = Q _= N Q Z I- " o` T� O. 2ND FL. WINDOW -- •J g 00 ILI O N z z � -2 - - - - - - - -2 -2 - -2" M m N 3 Z LLr Q O MIN. 36 HIGH RAILING TO BE O.H. I FF1' O.H. O.H. O.H. y c0 z SELECTED, RAILING NOT TO E 0 . m l Lid m Q 13 ALLOW A 4" DIA, SPHERE To O m -- PASS THRU a o IL �_ (V Q 35 35 M X w DP DP DP DP DP DP DP DP N OL I 0 ------------------------------- 12 lX i 3.25 PROJECT M: 23-014 IL T.O. 2ND FL. SUB-FLOOR T.O. IST FL. PLATE HGT. I- - - - - - - - - - - - - - - - - - - - ---- -- - - - - - - - - - - - - - - - - - - - - - - - D A T E : 6/12/2m23 IL S C A L E : AS NOTED 1ST FL. WINDOW O T.O.� �- Z: Z:/23DWG5/23-014 I _ I i 35 35 35 Q O 35 DP DP DP O 35 C�10vs eyi El I :J } 12 SQUARE COLUMN ENCLOSURE, '35 35 I I COLOR WHITE W i DP DP BLUESTONE SURFACE TO BE 35 Y SELECTED BY OWNER / BUILDER DP ti IST FL. SUB-FLOOR °'p10 A15TF GRADE - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -- --- -- T.O. - - - - - - - - - OFN� z LEFT & CE ELE (NOIRTH ) SCALE: I/ " 1'-011 -ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT. A11 # �8 -ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND-BORNE DEBRIS PROTECTION (301.2.1.2) AS DETAILED ON SHEET Al. -NOTE: ALL EXTERIOR DOORS ARE TO HAVE POOL ALARMS i } REV1510N5: ISSUED FOR PERMIT: 06/30/23 CHANGES TO LNDY: 01/12/23 ISSUED FOR PERMIT: 11/30/23 REV. A5 PER TOWN: 5/20/2024 z (- z DESCRIPTION DATE C H E C K E D B Y U L.F. 0 t� DRAWN BY : L.F. / B.M. / P.R. z NOTEz - ---- O R805.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL COMPLY WITH A5TM D 226, TYPE I OR 11 OR ASTM D 486S, TYPE 1. 11 111 OR IV. Z V (�l R'305.1.2 ICE BARRIER. U f- AN ICE BARRIER THAT CON515T5 OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL ,d UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36" MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. TYPICAL, z o 35'- MAX. BUILDING HEIGHT _l 0 P.J" - - - - - - - - - - - - /7-- - - - - - - - - � \ - - - - - - - - - - Q N u J RIDGE HEIGHT -�_ i - - - - - - - - - - - - - - - - - - - - - - HATCH INDICATES \ TYPICAL GABLE ROOF CONSTRUCTION: NOTE; -,�j � CEDAR ROOF SHINGLES O W_ � ? ��-f�� PORTION OF ROOF TO GUTTERS, LEADERS AND DRAINAGE OF ENTIRE ROOF 12 -13. 'sf 12 BE OVER FRAMED, 1/2 " VENT GRID TO BE DESIGNED AND INSTALLED BY OTHERS. ��q / J' �" ' REFER TO ROOF PLAN p 8 f t q 8 HIGH TEMPERATURE ICE AND WATER SHIELD AS PER R805.1"1 O C` �,;�_ f _ 2 AND R905.1.2 C� U NOTE_ -";�#"� r - 300 FELT PAPER OR RED RO IN PAPER ��+1 y- Y f�q \ , I/2 GpX PLYWOOD FOR R.R. 16 D.G. CONTRACTOR 15 RESPONSIBLE FOR ALL � ��( �=,". COORDINATION OF WINDOWS W/ MANUFACTURER. ANY ���!� - () I 1/2"XS 1/4" TIM5ER5TRAND L5 ROOF RAFTERS, 16" O.C. DISCREPANCIES OR APPROVED EQUALS ARE THE UNLESS OTHERWISE NOTED _ </ { �n U RESPONSIBILITY OF THE CONTRACTOR 6 ti• ,}_, I II I I II I {- 11 2X COLLAR TIES, 32" O.G. ` �' l II it II II II II II (I'll �- ��` ►� 12 I �� 12 ` 0 _' 2X CEILING JOISTS, 16" O.C. A PER FRAMING PLANS I I. li i ,� I"I (III II I INSULATION IN RAFTERS AS PE HERS RATER ° I I 5/8" GYPSUM BOARD INTERIO FINISH I!I' ° I! I! I! I I I I I I III III I �r}"14'r , �o Q -- - - -- ; - �T:�}.� 2x6 FALSE- + ---. � l- ---- ............_.. .... ........_......._........ ._.._.....__ { ......... j 2x6 FALSE - - - T.O. 2ND FL. PLATE HGT. RAFTERS g.. 1.al...i .a 1_.. ._. ._.i.._._..._ _ 1 i __..._. 1.1!I L._._.. ..... --... - ......- ._._.. ..._.._.. cv / AT 16 O.G. �. /.......... / A,T4�6E 05C. _... ... ........._..._......_. ... ........................... ... ........_............_..._. ...................... --...... z T.O. 2N_p FL, WINDOW IT / -21 kb t- O.H ` -211 BEDROOM 05 o z 15ATH WALL o 5E21ROOM '04 =a z MECH. VENT 4'-0° WIDE =' TY S CON F OO C NST CTION: 111 N v .-� t0 EXT. v FINISHED FLOORING`A5 PER O ER 0 / v 3/4" T. d G. PLYWOOD >SUB-FLOOR W O l 8" TJI 560 SERIES FLOOR I015TS AT 16" Q a O.C., UNLESS NOTED OTHERWISE z O r 1 3/4"X14" LVL, O R T.O. 2ND FL�/6UB-FLOOR FLUSH W/ F.J. > -� Q3.25 INSULATION A5 PER HERS RE RT D U T O 15t FL.. PLATE HGT. <- = � j_._ ... .................. .,. ............................ .................. ............................ .... ..................-.... .. ...... . Ill J ( ) 1 3/4"XS 1/4" (2) 14" TJI 560 SERIES F.J., l-(4) 1 3/4"X14" LVL, 2x8 G.J. AT (3) 1 3/4"XI1 1/4" LVL, \ U c �/ .._.. . L✓L HDR. DIRECTLY UNDER WALL FLUSH W/ F.J. 16 O.C., PROPPED, CONT., TOP UJ T.O. 16T FL. WINDOW `r BOY. A7 AT 10'-I 1/S" A.S.F. \ 1 Q 10'-I° A.S.F. TY . WALL CONSTRUCTION: U.I j i j CEDAR SHINGLE SIDING, PAINTED WHITE O 1511 FELT PAPER V O 1/2" CDX PLYWOOD \ v � 2X6 STUDS AT 16" O.G. (� fY KITCHEN FAMILY ROOM � � �- 5 SU GYPSUM BOARDTION AS PER INTERIORFINISH pl FINAL LAYOUT OPEN TO DINING ROOM 8 l� Q BY OTHERS I GREAT ROOM BEYOND TY . FIRST F OO CONSTRUCTION.' DASHED LINES INDICATE W12x50 STEEL 1-BEAM FINISHED FLOORING AS PER OWNER \ C-4I __ I (BEYOND) W! (1) 2X8 TOP PLATE (NAILER), CONY., LOP 3/4" T. B G. PLYWOOD SUB-FLOOR OL V /ter - �14 � ! FLUSH - PACK OUT WEB W/ 2x BLOCKING BOLTED A5 11 1/8" TJI 560 SERIES FLOOR JOISTS AT 16" z T.O. 1ST FL. SUB-FLOOR /1-u I THROUGH WEB WITH 1/2" DIAMETER BOLTS 16" O.G. ♦ O.G., UNLESS NOTED OTHERWISE _ -- - _ NSUL,4TJON--AS-P_ER�IERa-REPORt � ,N� al UAPPROX. GRADE 5 — - - _ — r rn ` TWO-STORY 4 X4 Xl/4 I FINISH ,AS N'I' PROVIDE 2 LEDGE z a STEEL COL. ON TO OF - / tY . SI CONST CTION• z : � EEL L P I I o 54"X54"X18" POURED REFER TO FINISHED BA5EMENT DROPPED 12" FOR SLAB (2) 2 X 6 P.T. SILL PLATE v = a AT PORCH LOCATION, TYP. COPPER TERMITE SHIELD CONCRETE FOOLING, ' FLOOR PLAN FOR DETAILS IlI I I TYP. SEE DETAIL l/A3. I REFER TO DETAIL 2/A3. SILL SEAL INSULATION <:<> >.:r a- o 0 E Ti FIRE PROTECTION OO S 5/S" ANCHOR BOLTS, 23" O.G. (MAXIMUM 1'-0" r r- :!i;iz I!:;ii p ° I PROVIDE (1) LAYER MIN. I/2" GYP. BOARD MEMBRANE, FROM CORNERS NO LE55 THAN TWO (2) PER SILL) M Ct) : o I I 5/8" WOOD STRUCTURAL PANELS, OR EQ, ON THE (0 (o i! o L C14 UNDERSIDE OF THE FLOOR FRAMING AS PER R302.13 TY , FOUNDATION WALL: z : 100 z L: 0 0 4" POURED CONCRETE SLAB W/ 6X6-1.aXLm WWM 12" POURED CONC. WALL WITH 4" DROPPED SEAT to OVER 6 MIL VAPOR RETARDER OVER WELL _ _ _ _ SHELF/ UNLESS NOTED OTHERWISE KEYED TO A � L I COMPACTED SOIL. PROVIDE 1/2" PERIMETER 12" X 24" (MINIMUM) POURED G NCRETE FOOTING N A I � ul I I EXPANSION JOINT. < REINFORCED WITH (3) CONTINUOUS 6 BARS :.. 2,: Q o Z a' - - - " > I a J .... ... l 00to N UT' z it h IL ILIDIN 5ECTION SCALE: N.T.S. � M -FOR WIND LOADING CONNECTIONS, SEE SHEETS D2-D5 El El _I Ill PROJECT ": 23-014 I- D A T E : 6/12/2023 l) [5 G E : AS NOTED r_.._.._�._.,..,.� 0 � Z: Z:/23DWG8/23-0I4 I- FOFNE z z Al2 o 18 RE V IS ION 5; 1551LIED FOR PERMIT: 06130123 CHANGES TO LNDY: 01/12/23 7 155UED FOR PERMIT: 11/30/23 4 REV. AS PER TOLLN: 5/20/2024 7 7 DESCRIPTION DATE C H E C K E D 5 Y O L.F. O DRAWN BY : L.F. B.M. P.R. z O NOTE- ReO511 UNDERLAYMENT. ar UNDERLAYMENT SHALL COMPLY WITH A5TM D 226, TYPE I OR 11 OR ASTM D 4065, TYPE I. 11 111 OR IV. Re0512 ICE BARRIER. AN ICE BARRIER THAT CONSISTS OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24'' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER _T THAN 5 UNITS VERTICAL IN 12 UNITS HORIZONTAL, THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36l' MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. TYPICAL. 0 D z 35'-0" MAX. BUILDING HEIGHT -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- —-— La RIDGE HEIGHT NOT TEE; GUTRS, LEADERS AND DRAINAGE a HATCH INDICAIES PORTION OF CON ROOF TO BE OVER FRAMED, OF ENTIRE ROOF TO BE DESIGNED TYPICAL GA5L= ROOF STRUCTION: AND INSTALLED BY OTHERS. CEDAR ROOF 6HIN16LE5 REFER TO ROCIF PLAN 1/2 " VENT GRID Qu f 1 HIGH TEMPERATU ICE AND WATER SHIELD AS PER ReO5.1.1 Ill NOTE: U 0 o p u i AND RB05,1.2 -OR IS RE5PON51BLE FOR �i ul :I CONTRAC 30" FELT PAPER OR RED R05IN PAPER ALL COORDINATION OF WINDOWS W1 1/2" CDX PLYWOOD FOR R.R. Q 10" O.G. MANUFACTJRIER. ANY DISCREPANCIES II II II II 11 11 1 d I AI I 1/2"X'31/4" TIM15ER&TRAND L5L ROOF RAFTERS, I(o" O.C. OR APPROVED EQUALS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED �4' A 2X6 COLLAR, TIES,, 2" O.C. 2X CEILING JOIST E, lCo" 0,C. ,46 PER FRAMING PLAINS INSULATION IN RAF1ER5 AS PER HERB RATER A 5/0" GYPSUM BOA INTERIOR FINISH L_ ....... ................ ................... ...................................... ....................................... T.D. 2ND FL. PLATE HGT. ....... .. ........................ . ........................ .... .................. ... ........... . . .......... .................... ............................. IJA FL. WINDOW T T T T kb kb kb MIN. 36" HIGH RAILING TO ]� = ill = 111 = Ill O,H. -A kb j: (3 x (3 :L: BE SELECTED, RAILING 5 2K NOT TO ALLOW 4" DIA. nfmgoom 4s F I 15ATH F C'4 z BY -RIMAR --fRIMARY SPHERE TO PASS THRU d) MECH. VENT TO EXT. TYF, SECON 12 FLOOR CONSTRUCTION: Lu OTHERS Lu :71 lu FINISHED FLOORING 46 PER OWNER (P lc�f ......... .... .... .... ...... In .... 3/ 4 G. PLYWOOD 5-FLOOR Lu UA < 1/0" TJI 56O SERIES FLOOR JOISTS AT Iro" (2) 1 _,'14"XI4"— O.C., UNLESS NOTED OTHERWISE V 7 INSULATION AS PER HEIRS REPORT LVL, FLUSH cN W_ O U- jT,O. 2ND FL. SUB-FLOORPROVIDE 36" MIN_ HIGH HANDRAIL NOT ........... TO PERMIT A 4" DIA. T.O. 15T FL, PLATE H5T. I - ___.--____ "", . ...................- .......... ... SPHERE TO .................... ........................... . ......... ........ ......... ......... \--W12xro5 STEEL 1-BEAM W1 (1) 2xI0 TOP PLATE PENETRATE, TYP. W12xal STEEL 1-BEAM W1 (1) 2XIO TOP PLATE (NAILEIR),----// CONT. - TOP OF NAILER FLUSH W1 TOP OF FLOOR I (NAILER), CONT. - TOP OF NAILER FLUSH W1 1 1/2 'X�� 1/4" 2.OE P.W.T. LVL DECK JOISTS- PACK OUT WEB W/ 2x BLOCKING BOLTED TOP OF FLOOR JOISTS - PACK OUT WEB W1 T.O. 15T FL. WINDOW z J016T6 AT 16" O.C., (50T. AT 10'-1 1/0" THROUGH WE5 WITH 1/2" DIAMETER BOLTS 16" C.C. 2x BLOCKING BOLTED THROUGH WEB WITH A.6.F.) WITH 2Xro FURRING RIPPED AND 1/2" DIAMETER BOLTS I(o" O.C. '001 01 SLOPED FOR POSITIVE DRAINAGE d) COY Dtn T -1 KITCHEN MU12 ROOM PWC?R I GREAT ROOM REAS M�REQ PATIO PATIO FINAL LAYOUT MECH. VENT I 5LUF=5TONE SURFACE I TYR FIRST FLOOR CONSTMCTION: 5LUE6TCNE E3Y OTHERS TO EXT. FINISHED FLOORING AS PER OWNER SURFACE 3/4" T. 4 G. PLYWOOD SUB FLOOR C-4 7 11 1/0" TJI 560 SERIES FLOOR JOISTS AT I&" L O.C. UNLESS NOTED OTHERWISE 3 7X14" APB 3OF E2 (BALANCED) INSULATION AS PE HERS REPORT z T.O. IST FL. BEAM, DROPPED, CONTINUOUS ................ 0 (7 - FLOOR-FLOOR L N 01 APPROX. SIRADE ........ .... ....... ............................. ....... ......................... ........ .............................. ........ .......... .......... ............ 0 \—WI2x50 STEEL 1-BEAM W1 (1) R\\—(2) I3/4"XII 1/4" LVL, Lo TY 61 L CONSTMiCTION. 100 FINISHE12 nASEMENT ii!�!!!z �i�ll z 2XO TOPPLATE (NAILER), FLUSH, CONT. 0 (2) 2 X (o F.T. SILL PLATE REFER TO FINISHED BASEMENT 1' CONT., TOP FLUSH - PACK OUT 1 00 1 �i COPPER TERMITE SHIELD 00) FLOOR PLAN FOR DETAILS I Lo Iq 7L 5 WEB W1 2x BLOCKING BOLTED SILL SEAL INSULAT ON L1ITHROUGH WEB WITH 1/211 ti ca 1 '00 0 E 5/a" ANCHOR 5OLT5, 23" O.C. (MAXIMUM 1'-0" DIAMETER BOLTS 16" O.C, I— jj:Z -A FIRE E!ROTECTION OF FLOOR$ 00 7 PROVIDE (1) LAYER MIN. 1/2" GYP. BOARD MEMBRANE, FROM CORNERS NO LESS THAN TWO (2) PER SILL) Cy) a c ) So (o C3 :b!:: : D 5/a" WOOD STRUCTURAL PANELS, OR EQ, ON THE u cl, ...... ......... ..... UNDERSIDE OF THE FLOOR FRAMING AS PER R302.13 C-4 NO z M TYR FOUNDATION WALL: z FRAMER 4CONTRACTOR (--TWO-5TORY 5"X5"XI/4" 5TEEL----> 4" POURED CONCRETE SLAB W1 (oXro-I.0XI.O WWM 12" FOURED CONC. UALL WITH 4" DROPPED SEAT 0 OSHALL COORDINATE.WIT14 COLUMN ON TOP OF POURED I CL OVER (o MIL VAPOR RETARDER OVER WELL . ......... .......... .... SHELF/ UNLESS NO I ED OTHERWISE KEYED TO A ......... .... ....... STAIR INSTALLER PRIOR TO CONCRETE FOOTING, REFER TO COMPACTED SOIL. PROVIDE 1/2" PERIMETER 12" X 24" (MINIMUM) POURED CONCRETE FOOTING INSTALLATION OF FRAMING n,FOUNDATION PLAN FOR SIZE, REINFORCED WITH 3) CONTINUOUS BARS 0 EXPANSION JOINT. AMIOR STAIR SYSTEM TYP. SEE DETAIL I/AB. .. ...... ........ ...... 0 z M (D _j 00 m V) 04 z z En E 0 x 0.0 0 to UIL IN ION SCALE: N.T.S. '66 w � � ��FOR WIND LOADING CONNECTIONS, SEE SHEETS D2-D5 El El PROJECT 23-014 Ill DATE : 6/12 Ec_AL E AS NOTED O z: Z./23DWG5/23-014 c C .0 rh ya OF tA z z 0 A8 A13 � I � REVISIONS: I q AOMNmhl MR Milk Admm?& AM I.d@MMNI� wili 11111111iQ11111111111111111111111 � As 11111111111811i 155UEID FOR PERMIT: 0ro130123 - I : a �� A : CHANGES TO LND'-r: 01/12/23 : . Almill � : i � ;.. ......�......... l Im"A � 11/30/23 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT 1 7 f % b 9 r. ..... ........................ ........................... - "'_"____"___'_"_._ ... .... ............. .....................................................�................ ---- .. ___- - - --- - . ................................. .....�.........i All,11ft � N' _% Ar-"% � I I 020 ECCCNYS TABLE R402.1.2 I Mo, Ar IL Vftftl AV lk A111111111111111111111111111111 i ................................................................................... ............�......�.....-................... .........�.......I-—...1.............�......�..........�..................... ... 4t %= ki A 155UED FOR PERMIT: I ; i i 4 . I , , : : i -_ * ' : * i CLIMATE FENESTRATION SKYLIGHT' GLAZED CELING WOOD FRAME: MASS WALL FLOOR BASEMENT' SLAB' CRAWL : REV. A5 PER TOWN: 5/20/2024 ! I I I ZONE U-FACTOR' U-FACTOR FENESTRATION' R-VALUE : WALL : R-VALUE l...LUE WALL R-VALUE SPACE WALL i I Z I SHGC" � R-VALUE 1 R-VALUE &DEPTH R-VALUE I . i I CEMENT BACKER BOARD : i t � ; ; i L ! '41 1 t 4 032 0.b5 0,40 4? ! 20 or 13+5' 1 8/13 19 10/13 10,2 it 10/13 EXTERIOR INSULATED WALL .t : . i EXTE � I- _ � I I __ t --- I i _. : Ll " ,� CONTINUOUS BEAD OF SEALANT r : . t , I : t : Z i 5 . 0_1.5 NR 4? 20 or 13+5' � 13/17 30 1 15/19 10,2 it 15/19 i - 1-�,-, ------_-...........................030................. ....................._._................. ...........................�........... .............. .... � � 1 4: PLYWOOD/OSB SHEATHING ICONTINUOUS BEAD OF SEALANT I �/ -)N DATE . 1 i I-,' , DESCRIPTION 11] : i , ; L; ��qf�t�?n .30 0_55 NR 4? ;20+5'bir 13+1 e, 15/20 30- 1 15/19 10,4 It 15/19 i ",�,_� ,I- 1 I . �... I I r . � I ......�.............. ......�... ..... .................-.....-I-.............I...........- . ........ ........- � � CONTINUOUS BEAD OF ADHESIVE: .......I...................�................................................�....................� : _/ Y_ I . t 30� .. 15/19I 11 1: PORCH RAFTER I I t 0-55 6) 23 cavity i 19/21 _[ 15/19 1�� r6 Option 2 � 0.28 NR I ,�--',, , �-<" , D I I . I I10,4 It . ................ ! I ': -,--CONTINUOUS BEAD OF SEALANT __, I _____ C H E C K E r_> e Y ; - : � - , " >11 I", (-T __ -1...I....-.1................---.-.- _- "I - .........Z�---------�-./........__.._._._....._._..._.............._._......_..._ "I UB SURROUND ____): "I I �: : -_ 11 �< �04� : it �...........-............I................�.....................I... 2x LEDGER ON TOP OF "I - 1�1 f , ..........�...........7..............I..........................................- - " I , ATTIC INSULATION / 0 : i Not Required. I 1- , 1�ri\� _-,-'--I L.F. . :: i , - , - 11 '��' BEYOND . __ -> - t i "I - " � FLOOR ASSEMBLY � t I _11 � /7777WOOD FRAMING i If: >-<_ ( For SI:I toot=304.8 mm. t 1>-', WEATHER BARRIER - -1, , i /-" '---- ) : f �,,__1 �-;i ___�\J V ---/ CONTINUOUS BEAD OF : i " - , BUBO 0 i i .I I I - �(,��-�� _< /_, �/ --, , i k , 1) R A W N 5 Y :I a. R-values are minimums.1.1-factors and SHGC are maximums.Where SHEATHING 777��--- ,� I INTERIOR OF ATTIC _',I/—_` " -_ ,re insulation is installed Ili a cavity that is less than the label or design thickness of /I _:: AND S V-/, ��_SHEATH INTER �, I \1 � ' _: "' I III � 10-FLOOR ASSEMBLY-------> f f " , i I I� - . I -, , � : !i)e fenestration y-factor column excludes skylights.The SHGC column applies to all glazed fenestration. , , �� I /It /I\ M ( "`l1/--_ SEALANT I ! I L lllll... ,� -_'___ -...�.................................... IR-10 confiruous insulation on the Interferer exterior of the home or R-1 3 cavity insulation on the interior of the basement walls. _�_' , , I L.P. / 15.1-1. / P.R. ,-, I _ : Ii I ""I - 1, �-:--, �� WOOD FRAME SOFFIT ; C. Orr 3means ,,:�,�,��-- r / t, / 1, INSULATION LEVEL �__. (D I i I , --, CONTINUOUS BEAD OF SEALANT ,,,��--,, , ,�� k I � / " ,��AT TUB AT EXTERIOR IALL � " - , - , : �11. : -value specified in the table. �F ,< '\ ACCESS TO +I"OF , � the insulation,the installed R-value of the insulation shot not be less than the R i - "', , , ) b. i 1, I,/, -- ) "" ,� , , "I 5/19"means --, ,��', , I I - , , I _,j�,_ - , �_ / I I (__ t -19 cavity insulation at the interior at the basementwall. i 11 I , . t I � - R-15confirt)OUS insulation on the interferer exterior of the home or R : -, � , I \,/ " I t I--- 1, I : -5 continuous insulation on the : - i I " 1 I / \/� 1" RIGID INSULATION \ �11 -,: ASSEMBLY r Alternatively,compliance will)"15/19"shall be R-13 cavity insulation on the inferior the basement wall plus R ! I�- __I I - ,� "�__, - i " 1;i�E � , � INSULATED EXTERIOR STUD WALL " � " , "" ,�_, I , I � � , , i I 1��...��................................... - :1 , , . : ! � �....� -___ I --" V . I Interior or exterior of the home. : Z _ � , :-, X. 'y till �.�i '11��FM55,;,/,I Y, -, � - : . I : �7�'� ( -- (-_-PROVIDE INTERIOR SHEATHING I- � -value for slabs,as ,,,;-_- _C0 ", ', - � - --�, _,.�_.i6;1• . . � =it�4i ilildgAill " o \ V - PROVIDE BLOCKING A F STUD CAVITY 1-11, : al. R-5 insulation shall be provided under the full slab area A a heated slab in addition to the requited slab edge insulation R i � ,� i CONTINUOUS BEAD OF SEALANT ,--,::: " "_, , ,> �.. F :::L_......:::::::::::::::::::: � •.. .. . ......... _�_7 � " � 0 indicated in the table The slat)edge insulation heated slabs shall not be required to extend below the slab i -, , "I :--� a �� " ' i-1 V : ��"-'-1, , , 1 `--ACCESS PANEL -� , ' - I/ I, I AT EXTERIOR WALL PRIOR TO ( : i �, ) ,1, ' --THIN-PROFILE WL S ATHING , 6 " , � e, R _ - - __ , " A[ � 11 I >" _< C L : " , - I � Reserved : ,,,";- - l'_ �_�� f ' ; i " , I i i � ', I , _--- � , , ' SOFFIT ASSEMBLY I Z I. Re e ed i ',-<:' I -INTERIOR GYPSUM WALLBOARD ,,-�,`,-, ," BUILDING PAPER/ - * _, `i I I, -�--_--' I g. i I", ', ,�;,........... 1, I I _' -Alternatively,ry insulation sufficient to fill the framing cavity and providing not less than an R-value at R-19 4 -1-, CONTINUOUS BtAD C I\\\\ ) i ,,, , - , RIM A.S REQUIRED -1 t , SEALANT I : I , I t : AS AIR BARRIER ,,,��,," , ---� ,� ,�� I , ,�, -0 1 , �, WEATHER BARRIER 1� --- � i In. The first value is cavity insulation,the second value is continuous insulation.Therefore,as an example,"13+5"means R-13 cavity insulation plus R-5 i I , :: ��,�_'_� _�,- , � i - , �\ �k 1, I I FINISH CEILING . () " . , Ify . : continuous insulation. , , , lx', / -, ;M,a:�,�� _= CONTINUOUS BEAD OF SEALANT i - i: , \ ____ -A , ==I -!� I .... ( -1 - I i 1,,,,,, - i: :\ I / \ / 1, I. i ;�� , \ 1 ,-, 6� :I ,, i I � �� � ; Mass w : I � ""I _�" r mass cl��s shall be in accordance with Section 402.2.5.The second R-value applies where more than half of the insulation is on the interior of the ",, " 1 \ / I Z y : 4 ��' - i / \ _>-� __� ( ;--/ � i . , �1: d \ , ,I - EXPANDING FOAM Z t wall i I ,/ : I I 1! i " () : i X - I[] � i ,," /I ," , , - 1:;-," I : li 1, - I - I- 11 0 I : . ____��- I- � � >______ WOOD FRAME----> I" I __ ___ " , ...: " "', 11!� -1:__---__......... �� _ ) FLOOR ASSEMBLY " I __ 1� -,,,, ,-, � � , - II', -" , :1 --- -a..................................................................................__.......................................- � I l ",----, __1_ - 0 I� , �, ) 1 :3 11 I 1 1 '<, 1 () 7 ------ ,,�, ,,��,/,,.,,,,,,��t,,I W, "',", I - , r------ ------------- ................................................................................... ................�.......�....................__...__..........................................�....................�..........................................................................�...�.............................................�............................ : -,',>,)! : : )� _J 6 4 i Ll-_-,4 2020 ECCCNYS TABLE R402.1.4 I I �� : 0 i i � I V I EQUIVALENT U-FACTOR Sa i RIM JOIST PORCH ROOF ATTIC HATCH BEHIND TUB/ SHOWER BUILT-OUT SOFFIT 11-1 i : - " i : I- I CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR :: BASEMENT CRAWL (f) i C) i ZONE U-FACTOR U-FACTOR U-FACTOR � U-FACTOR U-FACTOR L U-FACTOR : � : � WALL SPACE WALL " -1 i L I i E2 3 E4 �i ! U-FACTOR U-FACTOR F 5 f- : i . I 7 q i a I : 4 t I . i 4 0.32 055 0.026 0.060 0.098 0.047 : 0.059 0,065 , 0 i - - - - -�-......�..................I..... ...I....................-...................., . .. ...... . � ...... __ . . �::-- I i I * ,* * , * * - . : I - ! : ff . () 0 1 5 030 _ .. 055 0.026 ... .......0.060 0.082 0.033 - 0.050 0055 1-...........�,. L >_ ......-.1-1...... ......... . ... .-.................11........I.. ..........-. - �...�� -1-11.-.1...-1-.1--.1. .. -: - - 0- I I 6 0.30 055 0.026 0.045 0.060 UJI1 I 0.050 0.055 -_ - () I : - ____ i ) /'��TFOOR ASSEMBLY 0 I 1 . 0 t l/ , , INTERIOR INSULATED WALL BETWEEN : a. Nonfenestration 1-1-factors shall be obtained from measurement,calculation or approved source. --- J (9 0 . b. Mass walls shall be in accordance with Section R402.2.5.Where more than half of the insulation is on the interior,the mass wall Ll-factors shall not � I I ", C.. ....................��..........................I.... exceed 0.087 in Climate Zone 4 except Marine,0 065 in Climate Zone 5 and Marine 4,and 0.057 in Climate Zone 6. f,,� (-L,-SPRAY FOAM INSULATION �� � CONDITIONED SPACE AND ATTIC I I ,,:, � � U] : c. In worm-humid locations defined by Figure R301.1 and Table R301.1.the basement wall U-factor shall not exceed 0.360. i � \ I � , CONTINUOUS BEAD,, � - % I<-'----- ,��_ "- I- �..................................................................................................................................................................._....._..__.._.__.......................................�....................................................................................__.......___......................�........__............................__1 1; ��1) 1,,,1 %__1 i I l'-, , I I : : � J7 t - I 1'� t OFSEALA -I`I : : - , " - : ! : : - I �, ,4 1__-��" I _� !e,' I i ,,,�� -�Z-EXPANDING FOAM I ,"I I I :----->��- ,--�� , ,,��,iTT� ' I "``-"'-' -ROUGH STRINGER 4� i _ , ROOF SKYLIGHT �__�A� " , :1� "! ,� I 1;5�,_- " "',\-, . i / , , I , I . - - VW(_ROOF RAFTER ��I . --PREFAB----> ; . , I 1, 1,1 ��' 'N ,�, ,, I , < i i I ,_<1 , ' ' I ,�� ; - , �', i 1 : i - , I "�X i �-�, . I I I 0 I , GYPSUM BOARD - �_ _\ '\\ --RIDGE INSULATION FIREPLACE UNIT i . I " " , ........�..................................�.........�.....11.............�............ ........�� �I ...� .�-�� ..... - . � -. . , " " , � - . I , , -, ,", \1 ' i ,� - : 1`1 I (BOTH SIDE OF WALL)-- ' 1_�_ "" : ! . __�� , "�� ,�',-, I ,��_� ", "'"\':\\%�&' R-VALUE/THICKNESS PER CLIMATE : > i �, V 1, " : ! , \I��,, ,,, 1_ ; i i I" I-, : i --- " <,� --INSULATED EXTERIOR 1 -�t�_=, , ,-,��,�,� ! �,;.,!� ,-- " I I 05 : ,7� i - ,\�, � 21020 ECCCNYS TABLE R402.4.1.1 ,,�;-'. " I �\\'\�\,�, 1_` : '�,,� �I I I , � i 1, \�,, , ! �1, � : EXPANDING , \ _.." -1-- , , , It ,/ I � , , - , . : - " , 1 e�' , , , � �-,, STUD WALL : " -?"---' ,, , I I , -� '/ : , \�� , �, --E : - �, r' AIR BARRIER AND INSULATION INSTALLATION 1211, ','� " k7i,� XPANDING FOAM SEALANT 1'__<-i .1� FOAM 1�_ ,-:��--,-;�-` �- I ), i .... ............... . � ........ � .......... . . . .........�....- .- �.. .. � .I-....� ..� �..... .. �........- .�.... . I ;-, h , 11 I , � . ,i7\\--- I , , - ,_ I I _r I I I . i � I t I 1 1 I , --INSTALL INTERIOR SHE 11 _< - , � I / I "'' , ,ff,'�x I ( ,� 11" ,� _(", �_ EXISTING BAND JOIST , , k, '� / I n ....I 'I,- CONTINUOUS BEAD OF ,, - t.THING 1 �4 SEALANT " ,,, / �\ I/ I : I . ..... _._....---I , �1- 1, ! . ...-I �I i , . -� I ; """, "" ' ' I TIOI%x ,1� ;; --..--. -----, _ ,,-, _ _ .... .. I � COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA I -�"*;-_': � ��C,,, �1 \� ,/ ,.',\ SEALANT 1�11`, PRIOR TO INSTILLA L OF __� 11 I ,, . .......... I\....../... ti, , It] : I 1\1, 's : >1 11 , , I I -,�r; ,,-*,,,� \,,��,�\ 1, � 11 �, PREFAB FIREPLACE it � .�Ir I !,,- \/ i �-�- " � " 11 I �', 1_1�� i I - 41 -,-< �� i ,�, 1� : �� i , s-," ,,,, "I , ,�, " W A continuous air barrier shall be Installed in the building I . �ill 11�,1�,,,��, �, V. ,i,� . I , � \ � --- ,�",, ` i � i , `4,• 11 \� \ 'k i envelope. I INSTALL Ill RIDGE ,��__A�',\"\,,' , � i III,, _,_,2,_,2,,, IT'sp 9 _ " ', - : �1,- >_� �_ _ _4\ i � _ : Air-permeable insulation shall not be used as a sealing 1 ,-�� 4 , ,-.,, it] : 1, , �-IN SHEATHING AT ATTIC ,-',">- S BEAD O_- I � " - � I I i 1;��, ,�, T, I 1��I,li�� 1� I- -,_� !f:�,7 " 4 General Requirements The exterior thermal envelope contains a continuous ! ,,��\",\�\AA'\' ,", I -'-" SIDE OF SKYLIGHT SHAFT I -CONTINUOU � N*1 , I, I material. INSULATION AT BOTH , " � ,�4. , -, : .�� \"( " ' \_1, ... "" i PROVIDE INTERIOR I- I air barrier. ! , -- , (' � : 1 _,Lz1, , i ", - - I ",� _< 4) : Breaks or joints in the air barrier shall be sealed. i HORIZONTAL AND ;,�,,O.�*�,-!ii,, ,,'� , \1X SEALANT ! I�", 14 �`,,-I>, , : i \, : 7 . I ,�." '.. , _�,,1, - 1 : W , , ! - 1�1,r __ : ,��i,� I : I -�( \ I , \ I" - : � I<- � : SHEATHING AT I : "I �4m`*k 11 Z)_ �11 C - 1, ! t DRAINAGE PLANE : � VERTICAL POSITIONS - I IL_ - I ,\ CAVITY INSULATION � I i 1, , I : i " ,,, �\ " I 11-1 i ....I�......T...�.........._.___-�.................. I I 1�� " _. -_ EXTERIOR WALL AND Theoirborrierin anydropped ceiling orsottitsholl be i i I I,\ / " ,\\\ i -'' I- i I I i I -(--'-',\, ATTIC INSULATION �.", - I ,0 r aligned with tile insulation and any gaps in the 1, �1 (LEAVE 3/8"GAP FOR \"c , ,�� /.__�\,X ��_, - 7--,i 0 : The insulation In any dropped ceiling/soffit shall be � INSTALL EXPANDING i ,_/ I I ,, � / i , �, i � , I i I III L air barrier shall be sealed. i i �, 11-1 ""I ;,�`,,� I , : � ,� - CEILING PRIOR L I \ -- I � " : Ceiling/attic aligned with the air barrier. i --I A_ -/,",(-GYP.P. I -1 11. ...... __ _-_-,-��:_--��i� 4�_=..___[ -...- -2x BLOCKING i - -, % Z : drop down stairs or knee wall doors � EXPANDING FOAM) 71 __ . , - - i ,, i .. , ,'I'm�:_I ]. ... ...........................- .._ ....I.'. ------- .... i " , I i ! FOAM SEALANT AT - _:�- ..... ..... . I r I I \11 I , � � � - " ,I '�-* TO SOFFIT ASSEMBLY �___ , - - ..---..-. I 11 /I _ . < W to unconditioned attic spaces shall be sealed. i . I -�,� I I r`, P - i � �, FRAME SIC I " `� h 1, y� 7' \,,� *� , ,, ," /\ /, / ) EXPANDING � WOOD : ; - � I / . _ i - I _ ___ i INTENTIONAL GAPS AT I, \ 11, / I 11, �-`-V I 1 � , ,, I. � � , , ", iFFIT I I / - I lu 111 i Cavities comers and headers of i I"RIDGE INSULATION : I /11 �I �" "/ ,,�,_ _,)",\ 11� (--WOOD FRAME--> NT ,�, ASSEMBLY � : i i � 1� i v / � , -/;r, ," FOAM SEALANT 1, i v 'i � Y -,��-� - "� \ i : J� 1, ,� I 1 . I ,,- \1' , , I - "i I ',I -�-jk-CAVITY INSULATION ..._�Ll_`__.___.__b_1 __,;,. ___,-, - r 11 , - I ,IT d The junction of the foundation and sill plate shall be sealed. shall be insulated by completely tiling the cavity : �I �I I� �_'� , � FLOOR ASSEMBLY CA C%4 : The of and exterior with a material having a thermal resistance,of I ONTINUOUS BEAD- 1� I I i ; _�-.____��� ..................... ...�......... 1.�_._" .I.................... � " CONTINUOUS BEAD : '. � " I �----�-=__............._........._..._._....____.____._.__......................... ......_._.___.__....__.. SECTION THROUGH STAIRWAY SECTION THROUGH WALL : i T I , 'I iiii'�k-, /I shall be sealed. R-value,not less than R-3 per inch. : I i I � OF SEALANT (D d) I : I I . Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls i OF SEALANT L - - ........................... 1. ..-_: : I ,��l i � I i : shall be installed in substantial contract and I I ilim; 11 I - ! 1 [I.- ! MINIMUM 1/2" DRIP I i - . i I : i W : I I I : t iI :.- - �........�.................................... . ......................�...................�...___. . . ....................� .. t : t I I" RIGID INSULATION t r___::_, : continuous alignment with the air barrier. 1 0 t ............................. ............................._............ - - - - -- : : : The space between framing and skylights,and the I I : jambs of win : t ---- ', Windows,skylights and doors window/doorjambs iambs shall be sealed. : CONDITIONED/ Z �___ - SOFFIT CLOSURE : t i ! i i D () \D i ; 0 i Rim joists shall include the air barrier. Rini joists shall be insulated. : SKYLIGHT VAULT FIREPLACE ASSEMBLY UNCONDITIONED SPACE BUILT-OUT SOFFIT i i I 9 W I : : I- i Floor framing cavity insulation shall be installed to t I CANTILEVER FLOOR - , W : : . �_ (O: : maintain permanent contact with the underside I : . i I 0 1: Floors Including cantilevered floors and The air barrier shall be installed at any exposed edge at sub-floor decking.Alternatively floor framing ! 1 7_ 1 [_8 50 [ 11 Z V I I . - III I cavity Insulation shall be in contact with the topE9 -- I -_ i floors above garage. of insulation. : side of sheathing or continuous insulation . : � ff ! installed the underside of floor framing and shall 1 0 q Wfu --- extend; : from the bottom to the top of all i t tI : I : perimeter floor framing members. i (Y Z : I i : U1 � ! - , * ,- -... *** *_ , ..... .� .. .��....�........ . -.1-1-1. ...................I.-.... ......... ..... _...... 11,.....1......�........�....... � A/ ,\ - Q ! Exposed earth in un vented crawl spaces shall be Crawl space insulation where provided instead of floor ! 101- __ l : 1Z_ _,", ) d) (y �; Crawl space walls ! ',5;-_ _ - X V covered with a Class I vapor retarder with insulation,shall be permanently attached to the VENTED AIRSPACE ,�--' � - Q" . �-------_._____._.... ......................................................�.....�...........____- - , -�" ,, III 4 I /- "-- -� -,'-',�, - i ! , -i overlapping joints taped. walls. I MANUFACTURED THIN-PROFILE - �,,, \ ,__�,,, 1� () -4 (3 u . ....... ...............�... ..................... �.....................�...............�..........__.....................-.1................................................I.........I.................................�.........�............__ __7_7>_,� \\ ,�, " � � ---- Q i... ........ ... - ...- .....1 11 "I 1�: l � Z3 i i -,-;-_�5' , H :i � A � :I- ATTIC VENTILATION BAFFLE � / ,,,,',� �- \ '� " �1� ,,,--- " t I -I-,, I- ""-�\ ,S',,,�- -, ", I , , : Duct shafts,utility penetrations,and flue shafts opening i I - " " -1, I� --",�" I I CONTINUOUS BEAD M 0 I- . i X, /"( , , . - I 6% 1: Shafts,penetrations to exterior or unconditioned space shall be ---- I (FULL WIDTH) // �r�, " ,\ ',;�- 1_,_,��,_- 1 ,� � , " /� �, 11 i � X� \ ,,, 1 I I: �I 11 -`�-_- ,--- -1 Q I � sealed. : I \"--, t A t OF SEALANT - . Is",-, , ,\ )'7',/� ,.�"' , ! 1 ,, - -;, -� --- V I --------..- �/ 10 �\," '\ ,)(//-,/ CAVITY INSULATION :; ,�-,��,� 1� : - �,- i ,� '1_1 1, 1'\ , ,_ -`,�'` _- ,..-' I l!� I i �/ ,�',, -�/Z """I",�' "I ,��_,- W Botts to be installed in narrow cavities shall be cut to i I ,_ -","', - ,1"--"\ " � t I \ '�,zl,/' , I - , , I -11 , ,, : I ,_�;�,� �"`, , - CONTINUOUS BEAD I I PROVIDE RIDGE INSULATION - . " i ,�',,, - - I,- , '. , ,,, - -,,'-" -_ 1, I , 1, -�� - \ ,,�,/ ) - fit or narrow cavities shall be filled by insulation : � , I ,','�;� ,,, , 4) 1 : Narrow cavities ---- Ilk - 1�, - __ --- ,_��`- Y rl� � __.. b . that on installation ready conforms to the �-�,�-�,"', --,,-----'- I,/ I r, ----,/-- , ---�,, --M I /t I / " .- () 0 . i BAFFLE AROUND VENTILATION ,/ , " - , , ,X )/ I I / , C ,� , , � //\ , . ; I available cavity space. i � - ,�,'--, ""o", /I,, / \ / ...... -) _ 0 � 6 /\ � I ,_ - � ; I -,I � 1�_,I - , / k I �,� I��� ) 11._'g,_?�__`�,` t I/ � I/ � J \, / \, , \� / ; OF SEALANT 1111111111111111111 11 , , ,I \ , , \ / :3 ill� , i : I , , I i I i i ---- ! X :��, _5�;, , il I I �� : : ,/ :<:, \ / � // , t Air sealing shall be provided between the garage and OF RIDGE INSULATION I 'I'll / � �\ t � I / I , , �11 Z _ : � I�� / \ 1 ll�,! , \-CONTINUOUS MINIMAL Z . ... ......I— ..�...�- . - .-.�� .. -FOAM SEAL PERIMETER," /,\' /-IlII/ _�� �� - I 1 0- " F_ d) � ............�.......�...�..................____..........__....._..�............__�..........�...�...�....... - - .. - - I CHUTE " / . " CONTINUOUS BEAD OF SEALANT _�� ( � , � 1 Garage separation I , .�(1 \ I \/conditioned spaces. ! �/ -_ I I[� . , Ill, / , I I I Y X l( : "I �/ !;�7�1 PROVIDE STUD CAVITY CLOSURE - � / Ii i : : j,� 0 � I / I�, :I I" "I'll �1 11 y /I / y I EXPANDING FOAM AT I; i I 1*�/ X/ , ON BACK SIDE OF EACH STUD :I .11� I;,� I/ \ Y � I - .......................�....---- WINDOW PERIMETER T:::::. :,::::::. :: 0 0 ��:;!��� :::1, C'4 4M 1� i Z : ;_�_, I I I ah 1/1 Y, ..........",.......�............ � Recessed light fixtures installed in file building thermal i I - .-------. - . 1i CEILING GYPSUM BOARD I :� : ., I -.1, : Recessed light fixtures installed in the building thermal i / ,_ :- : ::::: , : : �_, 11 ,.<, CAVITY !_-_--1r-____ : :.::: 0���; t,e) .* t I 1� � Recessed lighting envelope shelf be air tight and IC rated. I I'll � A 11 : - � envelope shall be sealed to the finished surface. . � �I I � I I : AS AIR BARRIER ii�.; 0 C) !�ill 0!!�i M r- � I" // ll'! I I ill - :�h ,.�I .1 >. t : 0 -_____ I ,� / - titi, i li I CONTINUOUS BEAD : ;:': , : 101 . . 2 /, i : :�I � :-�.�:� .:�i �:�:!i�0 ;iIi:i I � ! 1 : 4 i ! fljl� . Lo (6 il-*i .:, >_ >_ q . Walls In exterior walls,halt insulation shall be cut neatly to fit : / �-d,-. � , :i 1. i:��:!:cr j;:I I I I�: ! ! I / I U! ! � OF SEALANT �. I �:::::Z .:::� Z � . around wiring and plumbing,or installation,that I I >1 i :I�::.. . .. : i I . Plumbing and writing ---- 111X/1 I/ I , ��Illtl I 111. I li I it : 1"� lil : i r : , I __� BEAD :: on installation readily conforms to the available 11; / !�11� (0 : ! i CONTINUOUS :: space,shall extend behind piping and wiring. I I/ I l, I I ... . !��:;!:C) ���!i� a I - t �� '�_ - Ii. I :..: _ . : 4) ___._ I �� / ;-, .. - OF SEALANT � ::!:- : : i - ------- I 11 , : ::: , :: -a ,- 4 _< L .� ::�:: I : Lo ,q* :.::::0 : : i - :::, ;=� :�;!� W walls adjacent to Exterior walls adjacent to showers and tubs shall be �11 � I I :�:.:._ . - 6 !*: E Ti ...: . .: The air barrier installed at exterior w I �,/�-, / I LINE ILLUSTRATES X1--CONTINUOUS MINIMAL : WINDOW UNIT AS :- ,� '. .I. :_:; - t I,-,, : i kWaVula on exterior wall showers and tubs shall separate the wall from the insulated. i / I I I , -1 4 1; / I " , CONTINUOUS BEAD OF SEALANT . r- I- ;:::ji Z::!:i a . - ; showers and tubs. : 11 :, . . I i I I-", � CONTINUITY OF AIR . . .:!:T CV) CO � .i�i 0:�: � = Z -------. 'T .-_-�_, -.7-C.............................................�...................__-....-.-..-..-._......_...___..._............___-___.... I -.--...------ EXPANDING FOAM AT AIR BARRIER ::��, :i �ij�a:.:.:! (D ! : 1 1 -1i.,-)-.7--", , . .. � I I C>::T:. (D W :::::0 ,:::: M(5 ,, :: . : � --7,:I-- I - J : I I111Y . .. BARRIER AT WALL SECTION P : : I ,; , " . . :: i The air barrier shall be installed behind electrical or � : ) : :: :_:: : 1 1 , j I � ::: ..: . i i I: , A �\ I) WINDOW PERIMETER �i:�;:� ..� : : :::� .I :2 C-4 i Electrical/phone box on exterior walls communication boxes.Alternatively,airsealed ---- : "", /' llr� /� //� /It p I - ::-� �:I: &_ : i - ill', i , ��It , i�:::::. 1. I :: � ;: M 4) , � .. i . : : It/ Ill/ t, I CONTINUOUS MINIMAL � �'i \ / , /I I PRO I !i��:!�il� :: ;: I lt'l \I , ,\�I - � I - i boxes shall be insialled. . I , , '�! t / , / ��I/P /� /I VIDE SOLID BLOCKING I EXPANDING FOAM AT :::.::�.. ,. . Z �::: i :: . s Z I : t I I I ,t I I�/ � ,h ", / : // :�i!::�: :;:: . jili 'I \, V � i It/ � � ,:�::: i: 0 ::i I .I ii ( � : .. , . i � . : : (n HVAC supply and return register boots that penetrate : \ J, '� y t I V, I BENEATH KNEE WALL l : . (D � � J 1� 0 I t , 'I- �! �/',J... -V �\ V" "I I WINDOW PERIMETER : -,, ........... - �li......----------- d) : HVAC register boots building thermal envelope shall to the ---- i � L, -,.-- ..........�...._ ............................................................ : sub-floor,wall covering or ceiling penetrated by the I I * ��l 16- i I _� __ ._.... , 0 � = : i -I ... . :;.*:� . M (n - , I ,� 11 . < ..ff boot. I _ ,__ I - - - CAVITY INSULATION ...-7: i ". t . = ".".". i ". .. I --- i- - - ______-__----..--_-.__ .- - --...--...---- - - - � .. -- .��-..............�..... ...................................--i , - CONTINUOUS BEAD 111, 0 i � : _ 1 Ill I : , , = ":E C : I : �,Il . (n ; : , ... : Where required to be sealed,concealed fire sprinklers shall : "i :((_'1_, , I 11 0 :iii:!�� W - : only be sealed in a manner that is recommended by I i OF a 0 � . I ). (V L I Concealed sprinklers I , : L manufacture.Caulking or other adhesives sealants : ,: 0 Z M ---- : '. �. Z . � � 11, I I >� a : I CONTINUOUS BEAD D .. L_ shall not be used to fill voids between fire sprinkler : i IT AS ). 1� Lo: ; � WINDOW LIN ': M I , : cover plates and the wall or ceiling. ! , OF ADHESIVE . � I , " . (n r4l) >, i I AIR BARRIER i I I 00 E 00 Z t , "I J. CONTINUOUS BEAD M - CA a I j , . �11:in- CONTINUOUS MINIMAL - -_ __....... OF SEALANT n Z 0 CEILING & KNEE WALL INSULATION /// EXPANDING FOAM AT - ......................�.......................................................................................___._..__. E 0 _-, :3 L_ - CL ff :�:� .r X WINDOW PERIMETER I - W 0 ; - - - � ..-_..._...................................................................-,.-.---.-.......--...-...--....--�-�..�...-.�.........................................1........................................................... -......................................I——-__ - . � II, --_- ) < : f - C> J�1,/L 0.0 - 0 to : : - : 2020 ECCCNYS R403.7 EQUIPMENT SIZING AND EFFICIENCY RATING (MANDATORY) ; - , --l-, .-1.11. L t I -_ -'I--,- 11 i t .---. I _ - - I 11, _ .: . i i __ - � � !� >-1, . -D t - ; _� 11�;_� - �... I I El 1-1 I : - , I i r___ "' , ; HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL S BASED i - I I, I OF SEALANT I'> I : I , 1 -::-": i ; ! ;_� I 11111111111111111111111111111 i [12 , I "' __� S CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED ,,,,, I _. --CONTINUOUS BEAD - _-_.` �..................................._.I..._._.._............--. .. ...............____ ON BUILDING LOAD, 1 -� I I, _�, l i . - ,;� / OF ADHESIVE i �,-' --i I i HEATING AND COOLING CALCULATION METHODOLOGIES. NEW OR REPLACEMENT HEATING AND i , 11 I 1,I... i i 1_�, I I ,�--, : I . ATTIC INSULATION / i i PROJECT "-. 23-014 i I CONTINUOUS BEAD 111 � COOLING EQUIPMENT SHALL HAVE AN E:FICIENCY RATING EQUAL TO OR GREATER THAN THE ; " � I I : -ATTIC FLOOR FRAMING /- ,� - CONTINUOUS BEAD - , I - -, I , : i : __-, OF SEALANT : - : MINIMUM REQUIRED BY FEDERAL LAW FOR THE GEOGRAPHIC LOCATION WHERE THE EQUIPMENT IS i - I ___ A OF SEALANT :1 "-, I i RIGID INSULATION R-VALUE PER CLIMATE I. .....- Z' I i i i ! 1-11 I- I ��_O--i--I ...-.--).................................._...._. - ....._� - ........... i INSTALLED. I _i / (o/12/2023 I t .................................-1........................_..__.._..___.:..:..... .:::::::.::._...=_.__.__ I -, I...I - I COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE �__ -_---- --..::::: - - I 1 ,I __ _,_ SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED >', il ---- ) --,7 "`I I I CONTINUOUS SILL SEALER U_ 11 ' 'I ..I 11 !I I 111-1 11 Ill 11 ITT IT I ITT 11 Ill I-Ii- IT- 11 1-117111- 11 11,., � _," I�/-___ - I\ -GYPSUM BOARD BOX ENCLOSURE i 9 �''.., I ''I li - �I ::::I'll iiii�I iiii....I,',, I'll�. I'll,',, �.Ill I ,:_- -:�--,' / /,1'/`1"' / -FULL WIDTH OF MUDSILL A5 NOTED 0 - � W,H41if�04HAJ,J ... � � - '!� - - I � . i J �1_ ) _ -......�/ 1.,...........................�.................... ............ 5 C A L E : 1�l>-<-,-, ATTIC INSULATION � ) I 1� _ , TJ I i.'J.. � . - - 1� '>., \ , " � - . I ,I �t it- � 441 .- I -L - __ ) _., I '. \ --FOUNDATION WALL AS ,7 - I 'I . IR - I. . - ATTIC FRAMING .. � - - = � i! "" , I I /�;,,/ _: 1_1./1 I ... .... � ,/ �� _ ) I\"I " / / ( Z:/23DU)56/23-0 ___ I /-"-, /- , -"\ -, � ; ,j l ,_`_ , I - I\< Z: 14 1 1 SPECIFICATIONS: : I I I ;.- - I , 1� 0 TIONS: I '� ,� , 11 " - � ", � - __ I"I I AIR BARRIER I-— i I t - I 1, I � V X X , f ! I ; !',I 7-," I __ ) \ ' i1`1 11 I 11 : it I I I- I REFER TO ENERGY CONSULTANT'S CODE COMPLIANCE REPORT FOR ADDITIONAL INSULATION I "11-1,I�� / I`� I,__,/___.,,-__, --, ,__ ( "c . .. �!<_ -__��-�--� 1\1 11 . CONCRETE SLAB AS I t i II I-,If� It , I 1. .�1 1 ffi I / / /.1.1 I - II I I lo il J' "_� \ I i l, i 1�w l; ill r, r , I 4 AND MECHANICAL SPECIFICATIONS. li /,\ I �� �1'1`I1,�,, . !i �l � i , , h CONTINUOUS BEAD ///;,\I,//\" , I AIR BARRIER I I / t : U! : OF / \ I I i I � , ) . �, I \ � I : : � <11 ...... / 11\ /, it ,, / � \ 11 1� i",,, , I 1\ 11- q; 6 ... 1 � / iii : � , ! " I / t , � / \ ........JAII : i : I : I // , / \/ i I I ftl� It \/ " . k I I - _ _ , - , ' ' - , I I 0 I i / , .I / I :1 i ! i I r 1 �/ Il't I li , I 1, I 1, 1, I � I / �/ `� 1 1,�1 / I, . I I I . I I \ \ 0 1 � i T /1-, : _ ,\\ 1, 1\__,1 I \ /� \ _/ I 0 . " , , -, :/ / ", . _ \ 1J - / V y ` I'll 1, � \ � . " /I 11 I \ " - � �� � :: MECHANICAL LATCH TO PRESSURE , I I I/ , / �*` _Lj 1, , ,,�, I / ,/ I I , / - I ,Z, �_� ! \\� 1J / ." ., �/ EXPANDING FOAM SEALANT AT PERIMETER , /, ,,� : , \ , / " `_rl " : SEAL AT WEATHER STRIPPING I I � \ . \ \ \/ 4�1 i "' I \ I: 11 I" \ , \ 4 : � US BEAD OF SEALANT ,," 't // / ir I I , (__ MANUFACTURED PULL DOWN STAIR / " ,,, / \\X: - \ , / , � : _�, ,.,, , I '\1 --�� , I , " I ADDITIONAL SPECIFICATIONS: -: " , � �7 I - , " � ,,, \, , �/7: ,�\ /� I ,,, \ : DRYWALL CEILING - ////�\11 , , / � \ 17 / I \ \ "//� / I ,�� , * ! I ,�, , , I d) I 0 H ,z��, 1) t WINDOWS AND SKYLIGHTS: 0.30 U VALUE, 0.30 S GC " . � i - , : RECESSED LIGHTING FIXTURE � Q. t BUILDING ENVELOPE AIR LEAKAGE LESS THAN 3 AIR CHANGES PER HOUR @ 50 PA i � -E, ��,, Z�, // ", 0.00 0 : Z�V IX - 1 : HVAC SYSTEM AND DUCT AIR LEAKAGE TO OUTSIDE LESS THAN 4 CFM 25 PA PER I 00 SQ.FT. ,I- i I BLOCKING AS REQUIRED i � i ,�i I , I , OF 1A i : I : 0 MIN. (1) ENERGYSTAR APPLIANCE: ; ! LINE OF CONTINUOUS AIR SEALING STRATEGY - R SEALING STRATEGY - : 0 I A MIN. 75% ENERGY EFFICIENT INTERIOR LIGHTING i I z I9tI 0 BUILDING CAVITY CANNOT BEUSEDASDUCTWORK IATTIC PULL-DOWN STAIR AIR BARRIER UPPER WALL SECTIONt:I : RECESSED LIGHTING IN ATTIC L WER WALL SECTION 1 , : V ALL HOT WATER PIPES TO BE INSULATED TO R3 :I! i: :i.........�...........................�.....................I........................ -........_... .................................................................................�...-........................................�..................................�...................�..........._........... . . [ 13 q . 1E I F1 7 9 I , ALL DETAILS MAY NOT APPLY UPDATED 5/1/2020 D1 ii 13 smem7am "SEMMM6 mmmi I Ill Nk mmill=w 11 191 i I 11114111111111111111111111V A1111111111120V t 11- I L I I "ik' E LIN Fur I I I L /__"_11`� 1V'_____ /----- "" 11, - �/�� �__11 I , �_�___, "-'# C N R ' =�T E I '1� INO \\7T _1 I: I ,I I -0�_ I I i I - i I � '1 -i��� I I )I'- �,_� N ��_,, 1� l 1'I �, ��, ''- ' _� I �'�I G L-/ I _J 1�_ I I I - --- .-I] ---- 1:1� - F T I I . I - _. }- REvISio N 6: � 1 ISSUED FOR PERMIT: 06/30/23 SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" GH,443E6 TO LNDY: 01/12/23 "SIMPSON"CS20 COILED '� ISSUED FOR PERMIT: 11/3(d/23 Z STRAPS OR APPROVED /LLLlll ALL ARCHITECTURAL AND LEDGER TO BE FASTENED TO Z 12 EQUAL AT EVERY RAFTER, / THREE TAB ROOF SHINGLES 10d xWALL3"NAILS.RAFTER TO STUDS (BE REV. AS PER TOWN: 5/20/2024 MAX.SPACING 16"O.C. TO RECEIVE(6)FASTENERS FASTENED TO LEDGER W/(3) <12 FASTEN AS PER TABLE 3.6A TYPICAL ALL ROOF SURFACES 10d x 3"NAILS. _ (1)"SIMPSON"H7Z HURRICANE Z RIDGE ALL ARCHITECTURAL AND j ( ) ' ) ( � TIE SEE DETAIL#21 \' �, ` �.. ALL ARCHITECTURAL AND JOISTS THREE TAB ROOF SHINGLES ` ( i ( I OR APPROVED EQUAL AT EACH THREE TAB ROOF SHINGLES DESCRIPTION DATE TO RECEIVE(6)FASTENERS ICE SHIELD RAFTER ��• TO RECEIVE(6)FASTENERS j 24"MIN. RAFTER SPACING 16"O.C.MAX. PER SHINGLE G H E C K E D B Y CONNECTORS RAFTER 12 NTS) (2)8d NAILS THIS SIDE OF L F O CORNER STUD SPACING H O.C.MAX. RAFTERS NAILS INTO RAFTER) TAL OF CONNECTEDFOUR 8d Q CONNECTED TO >12 (NOT MAXIMUM OFFSET 2 (O 8d FASTENEERS TO TRANSFER SHEAR � NOT TO SCALE ( )8d NAILS INTO PLATES D R A UJ N B Y (8)8d NAILS INTO STUDS LFTA CONNECTOR, 16"o.c. 2 ROWS OF 16d RAFTERS/TRUSS (16)10d FASTENERS TO STUDS.*WHERE L.F. / B.M. / P.R. COMMON NAILS, 10"O.C. (5)81 FASTENERS TO STUDS 14"OR TALLER T.J.I.FLOOR JOISTS ARE 7/8"ALL THREADED ROD ( i ` ( % K LEDGER TO BE FASTENED TO USED-USE"SIMPSON"FTA5 BLOCKING 'SIMPSON"HDQ8-SDS3 "SIMPSON"CNW OR APPROVED EQUAL WALL STUDS W/MINIMUM CONNECTORS AT 16"O.C. Z COUPLER OR FASTEN W/ (1)"SIMPSON"TOMT ACZ POST (3)10d x 3"NAILS.RAFTER TO U ICE SHIELD CAP TO MEET A MINIMUM (J) o TYPICAL' END WALL 24"MIN BE FASTENED TO LEDGER W/ UPLIFT OF 1400 psi WOOD � APPROVED EQUAL / 20-SDS1/4X3 SCREWS 3 10 d x 3"NAILS. I— NTS) ( ) BEARING CAPACITY-NAIL O — _ _____ ! SIZE AND QUANTITY AS PER BLOCKING DETAIL ��P �� � r' � - MODELNUMBER Ify L _ 6\� � F \� �� ' i,lla�l �' REFER TO MANUF,SPECS. Z O (NOT TO SCALE) ���'q� T TYPICAL AT ALL SECTIONS 1 1-- (1)"SIMPSON"STRAP TIE TO U j MEET A MINIMUM UPLIFT OF .� TO MEET 130 MPH WIND — _ _— ICE SHIELD 1400 psi WOOD BEARING LOAD CRITERIA �/ 4 (1)"SIMPSON"H3 IF .L'S ARE 24"MIN, CAPACITY-NAILING PATTERN F 10 AT SILL CONNECTI N AS PER MODEL NUMBER ~ C) Z I � ��� ,I CONNECTORS USED,SOLID NTS) :, p IF INSTALLED IN A SLAB CONDITION ON ACQ TREATED (ONE SIDE) BLOCK EACH SIDE REFER TO MANUF.SPECS. Z (• % (4)8d FASTENERS - � (2)"SIMPSON""H6Z" ( I OF WEB FLUSH WI (MAX 16"O.C.) 4 CONNECTORS JOIST SPACING U TO PLATE FLANGES AT 2x PRESS.TREATED _ - LUMBER THE CONNECTOR MUST BE GALVANIZED. / \ \ ICE SHIELD (4)8d FASTENERS EVERY LEDGER LAGGED TO BLDG. (� TO FLOOR JOISTS CONNECTOR USE 3/8"LAGS / \ 24"MIN. / ( j (ONE EACH SIDE) NTS) -` <-� (,_ (,_i ' LOCATION STAGGERED 12"O.C. (8)8d FASTENERS TO JOIST N i (8)Sd FASTENERS TO GIRDER � E ------ -- CORNER STUD CONNECTED TO �/ 7 (1)"SIMPSON"H7Z HURRICANE TIE 4 Z n TRANSFER SHEAR / SEE DETAIL#21 OR APPROVED — — - / 5/8"DIA.ANCHOR BOLTS EQUAL AT EACH RAFTER --_--- 23"O.C. UNLESS NOTED TYPICAL AT ALL SECTIONS ° (� (� (Y � ° r 2-16d COMMON NAILS,3"O.C. a — RAFTER SPACING 16"O.C.MAX. � ° OTHERWISE • � -> - l (2)8d NAILS THIS SIDE OF RAFTERS 1/2"CARRIAGE BOLT "SIMPSON"HDUB OR APPROVED ° - (2)PER CONNECTION ` <a (TOTAL OF FOUR 8d NAILS INTO RAFTER) C i (~1 � i U O �- ;, r EQUAL FASTEN W/14-SDS1/2X3 U SCREWS OR AS PER "SIMPSON"SSTB28 ANCHORS OR a (2)8d NAILS INTO PLATES -% i (- 1' t U E— PRESS.TREATED POST OO MANUFACTURER'S SPECS. APPROVED EQUAL EMBEDMENT (8)8d NAILS INTO STUDS "SI PSON"FACE MOUNT a AS PER MANUFACTURER'S SPECS. �� MIN.5/8"DIA.ANCHORS SEE FOUNDATION PLAN FOR d.a.° 5/8"DIA.ANCHOR BOLTS HANGER TO MEET A EMBEDMED �CONC.MIN. LOCATIONS END OFEACH PLATE FROM OTH°ERWISEESS NOTED WO DU BEARING OF 600 psi PACITY- TOM ET A°MINIMUMBASE I, TYPICAL GAMBREL ROOF SEE FOUNDATION PLAN SECTION RAFTER o o NAI ING PATTERN AS PER UPLIFT OF 1400 psi WOOD I� FOR LOCATIONS — .��— MO�[jjEL NUMBER BEARING CAPACITY-NAIL REF R TO MANUF.SPECS PSIZE ER MNDEQLUANTITY S SPRINGING FROM PAD TYPICAL WALL SECTION REFER TO MANUF.SPECS. TYPICAL CORNER HOLDOWN TYPICAL CORNER AND ABOVE SUB-FLOOR RAFTER SPRINGING FROM ° 1w SLAB / ONE STORY CONDITIONS BRACED WALL HOLDOWN TO MEET 130 MPH WIND LOAD CRITERIA(NOT TO SCALE) PAD ABOVE SUB-FLOOR ° ° TYPICAL ALL SECTION (o (NOT TO SCALE) AS PER ASCE7-05 DESIGN CRITERIA TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO SCALE) TYPICAL WALL SECTION 1�t lj IF TWO STORIES & SLAB, 7/8"ANCHOR BOLTS AND HDQ8 HOLDOWN *(TO MEET 130 MPH WIND LOAD CRITERIA AT COVE ED PORCH w CONNECTORS ( DETAIL 8 ) MUST BE UTILIZED. TO MEET 130 MPH (NOT TO SCALE) (NOT TO SCALE) (� * WIND LOAD CRITERIA 9 $ 7 6a ;TO MEET 130 MPH WIND LOAD CRITERIA TO MEET 130 MP WIND LOAD CRITERIA z 111 H3 AND A35 CONNECTORS ARE TO BE GALVANIZED N WHERE THEY ARE IN CONTACT WITH ACID TREATED (� ��G�\°\�5 LUMBER. STAINLESS STEEL NAILS MUST ALSO BE USED. NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. I N Q z ����`° NOTE: DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED O -\o \off°P� ��'��� GALVANIZED OR STAINLESS STEEL ( o AS PER ASTM SPECIFICATIONS TO Imo/ PRESSURE TREATED R905.1 .1 UNDERLAYMENT. l.1.1 SILL PLATE, UNDERLAYMENT SHALL COMPLY WITH RESIST CORROSION FROM PRESSURE TREATED LUMBER. OR APON"CS2EQUCOILEDAT SEE PLANS OR APPROVED EQUAL AT EVERY � m AS PER R403.1.6 5/8"DIA.ANCHOR ASTM D 226 TYPE I OR ASTM D 4869 RAFTER,MAX.SPACING 16"O.C. ui FASTEN AS PER TABLE 3.6A q u d) ff "V Q 3 1/2" y BOLTS, 23"O.C.UNLESS NOTED o o TYPE I & 11. W w x (MIN.) OTHERWISE MIN.7"EMBEDMENT O G �\ R905.1 .2 ICE BARRIER. ALL ARCHITECTURAL AND AND MIN.3"PROJECTION BOLTS c SHALL BE LOCATED WITHIN 12" o \ I(°�� OF EACH END OF THE PLATE/ o o \ \� -�o o \\~� AN ICE BARRIER THAT CONSISTS OF "SIMPSON"CS20 "SIMPSON"CS20 THREE TAB ROOF SHINGLES �h CORNERS,AND IN THE MIDDLE \ \ TO RECEIVE(6)FASTENERS 0— V }— �/ THIRD OF THE WIDTH OF THE PLATE \` o \. COILED STRAPS OR COILED STRAPS OR PER SHINGLE o AT LEAST TWO LAYERS OF APPROVED EQUAL AT APPROVED EQUAL AT (� iC1 }— �U —MIN.3"X 3"WASHER&NUT"SIMPSON" o EVERY RAFTER,MAX. \ EVERY RAFTER,MAX. v '1 1 n LBPS5/8 OR APPROVED EQUAL \� \ / UNDERLAYMENT CEMENTED SPACING 16"O.C. / SPACING 16"O.C. \ (1/ a) ( 1 _�r 11) Z PATE,SEE PPRESSURE LANS TREATED SILL T TOGETHER OR A SELF ADHERING / — THREE TAB ROOF SHINGLES \ALL ARCHITECTURAL AND IJ— � N COPPER TERMITE SHIELD (2)H3SS STRAPS AT EVERY STUD (2)A35SS FRAMING ANGLE AT EVERY ALL ARCHITECTURAL AND � TO RECEIVE{6)FASTENERS _ _ --�-t, (1)"SIMPSON"H7Z HURRICANE FOUNDATION WALL,SEE PLANS (16"O.C.)ENTIRE EXTERIOR STUD(16"O.C.)ENTIRE EXTERIOR PERIMETER POLYMER MODIFIED BITUMEN SHEET THREE TAB ROOF SHINGLES PER SHINGLE % ( 1 ( / i.; TIE SEE DETAIL#20 OR PERIMETER OF BUILDING(1)ONE OF BUILDING(1)ONE EACH SIDE OF STUD TO RECEIVE(6)FASTENERS ( ) ( ? ( / _Z EACH SIDE OF STUD-FASTEN FASTEN WITH(12)-8dxl 1/2"NAILS SHALL BE USED IN PLACE OF NORMAL PER SHINGLE (1)"SIMPSON"H7Z HURRICANE APPROVED EQUAL A EACH . ' RAFTER RAFTER SPACING �- WITH(4)8d NAILS INTO STUD � � �'� TIE SEE DETAIL#21 OR ICE SHIELD Q Q , M AND(4)8d NAILS INTO PLATE APPROVED EQUAL AT EACH 24"MIN. 16"O.C.MAX. E S NAILS THIS O U UNDERLAYMENT AND EXTEND FOR SIDE OFRAFTERS(TOTALOF © U ^ RAFTER AT 16"O.C.MAX. NTS)THE LOWEST EDGES OF ALL ROOF TO - t ICE SHIELD (2)gd NAILS THIS SIDE OF FOUR 8d NAILS INTO RAFTER) p NOTE ; MIN. TWO (2) BOLTS PER SILL WITH �J c I - ONE BOLT LOCATED NOT MORE THEN 12" OR �� (' ( J (I ( �' r NTS IN RAFTERS(TOTAL OF FOUR 8d NAL S NAILS STUDS PLATES(8)8d `' Z a! z TYPICAL SLAB-ON GRADE SILL CONNECTIONS A POINT AT LEAST 24 INSIDE THE ) NAILS INTO RAFTER) r"' r'• OR LESS THAN SEVEN BOLT DIAMETERS ICE SHIELD _ _ •- �ff FROM EACH END OF PLATE SECTION. EXTERIOR WALL LINE OF THE 24"MIN. (1)"SIMPSON"H7Z HURRICANE (2)8d NAILS INTO PLATES 8 8d NAILS INTO STUDS ENTIRE PERIMETER OF BUILDING TIE SEE DETAIL#21OR ( ) BUILDING. TYPICAL NTS) E �, -� APPROVED EQUAL AT EACH _ Y•' "1 :i Z(NOT TO SCALE) RAFTER AT 16"O.C.MAX. o R 8d NAILS THIS SIDE OF MIN. 12"BEARING � O U :':: co TO MEET 130 MPH WIND LOAD CRITERIA RAFTERS(TOTAL OF FOUR 8d m "' Z NAILS INTO RAFTER) "SIMPSON"CS20 COILED STRAP OR »-' 0 NOTE ; MIN. TWO 2 BOLTS PER SILL WITH (2)8d NAILS INTO PLATES (2)"SIMPSON""H6" APPROVED EQUAL AT EVERY STUD O 0 3 vs ONE BOLT LOCATED NOT MORE THEN 12" OR (8)8d NAILS INTO STUDS CONNECTORS (MAX. 16"O.C. FASTEN AS PER r ar STUD SPACING 16"O.C.MAX. TABLE 3AB w/MIN. 12"BEARING ON .✓ OR LESS THAN SEVEN BOLT DIAMETERS 2x STUDS,SEE PLANS v► - (ONE EACH SIDE) STUD SURFACE Q � FROM EACH END OF PLATE SECTION. I;I (8)8d NAILS TO RIM JOIST " `L c 0 W 0 (8)8d NAILS TO STUDS - MIN. 12"BEARING Z L y FIREBLOCKING CONNECTORS JOIST SPACING m U! M z SOLID (2)"SIMPSON""H6"OR APPROVED EQUAL c p oa EACH BAY 16"O.C.MAX.(ONE EACH SIDE) _ N 3 1 ° 2X PLATE,SEE PLANS (8)8d NAILS TO FLOOR JOIST PRESSURE TREATED SILL r--r•<".=., �LSF°R SONS � I PLATE,SEE PLANS = -- 8 8d NAILS TO PLATE — � «�'- W QE(F N\�EG i i TYPICAL AT O a \J O�PC�P����C°I ° / SUB-FLOOR,SEE PLANS ALL SECTIONS 14 < P c _ r �y a ll a�0 von° I � /'--- , I �--_ �- ,� __- V REFP\CPLs RIM JOIST,SEE PLANS 4a 4 ---- i MIN. 12"BEARING I "SIMPSON"LTP5 CONNECTORS SIMILAR "SIMPSON"CS20 STRAPS OR FOUNDATION WALL,SEE PLANS °° /1 OR APPROVED EQUAL 16"O.C. APPROVED EQUAL BEARING ON FASTEN W/12-8d 2"NAILS `'j (-i ( 1 (" � O STUDS,NAIL AS PER TABLE 3AB W/ "SIMPSON"LTP5 CONNECTORS OR PROJECT N: 23-014 SIMPSON' CS20 STRAPS /J ° APPROVED EQUAL AT 16"O.C., COPPER TERMITE SHIELD - ° / OR APPROVED EQUAL AT PI EVERY STUD,FASTEN AS 5/8"DIA.ANCHOR BOLTS FASTEN W/12-8d 2"NAILS "SIMPSON"SSP STUD PLATE PER TABLE 3.4B SS NOTED D A T E : 6/12/2D23 NLE 5/8"DIA ANCHOR BOLTS ° OTHERWISE 5/8"DIA ANCHOR BOLTS 23"O.C.UNLESS NOTED g C A L AS NOTED TIES OR APPROVED EQUAL �\ ',� ° ` � 'c ° r AS PER R403.1.6 23"O.C.UNLESS NOTED AT EVERY STUD, 5 r' �\ { ° r j/ 5/8"DIA.ANCHOR BOLTS, 23"O.C.UNLESS OTHERWISE Z °a (MIN.)' NOTED OTHERWISE MIN.7"EMBEDMENT OTHERWISE O AS PER R403.1.6 AND MIN.5"PROJECTION BOLTS SHALL BE — THDB62600H TITEN HD ANCHOR BOLTS %.• /%� LOCATED IN THE MIDDLE THIRD OF THE SHALL BE LOCATED WITHIN 12"OF EACH -"--- WIDTH OF THE PLATE Ez: Z:/23DUJGS/23-m14 END OF THE PLATE/CORNERS,AND IN /� MIN.3"X 3"WASHER&NUT"SIMPSON" ° ° THE MIDDLE THIRD OF THE WIDTH OF LBPS5/8 OR APPROVED EQUAL O THE PLATE. INSTALLED AS PER MANUF. (2)PRESSURE TREATED SILL PLATE ° o \ SPECS. SEE PLANS COPPER TERMITE SHIELD �� �� u�/TKO ALTERNATE ANCHOR BOLT DETAIL TYPICAL SLAB WALL TYPICAL WALL SECTION T TYPICAL SILL CONNECTIONS AT FOUNDATION WALL,SEE PLANS AT CANTILEVER TYPIC L WALL SECTION TYPICAL SILL CONNECTIONS CONNECTION NOT TO SCALE (NOT TO SCALE > (P ti0.O S {- GARAGE WALL LOCATIONS ( V TO MEET 1 0 MPH WIND LOAD CRITERIA — (NOT TO SCALE) �TO MEET 130 MPH WIND LOAD CRITERIA FOF N� (NOT TO SCALE:) ��J (NOT TO SCALE) /� TO MEET 130 MPH WIND LOAD CRITERIA *TO MEET 130 MPH WIND LOAD CRITERIA b TO MEET 130 MPH WIND LOAD CRITERIA `t' 2 1 Z ��, ALL DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS UPDATED5/1/2020 REVISIONS: 1 Q IS5UED FOR PERMIT: 06/30/23 NOTE: REFER TO"SIMPSON" CHANnE5 TO LNDY: 0`I/12/23 MANUFACTURER'S 2x4x8'CONTINUOUS LATERAL BRACE @ 6'-0"O.C. I 'I `� I I - Z \ 7 155UED FOR PERMIT: 11/30/23 SPECIFICATIONS FOR 2-10d NAILS STRAP KING STUDS TO TOP PLATE i ,1 STRAP KING STUDS TO TOP PLATE ALTERNATIVE APPLICATIONS z 2-10d NAILS i I z STAGGER FASTENERS EACH TRUSS / I HEADER j j HEADER REV. A5 PER TOUJN: 5/20/2024 i /� IN 2 ROWS j 5.5"MIN.FOR 2 X 8* I I iv �' j 6.5"MIN.FOR 2 X 10 7.5"MIN.FOR 2 X 12 TRUSS OR CEILING JOIST � I 111 / DESCRIPTION DATE Ut j) r — ? 'DISTANCE SHALL BE PERMITTED s a r NAILS "SIMPSON"CS20 COILED STRAP "SIMPSON"CS20 COILED STRAP 8D NAILS @ 4'O.C. TO BE REDUCED TO 4 5"IF LAG SCREWS ARE USED OR BOLT OR APPROVED EQUAL FROM OR APPROVED EQUAL FROM G N E C K E D B Y SPACING IS REDUCED TO THAT STUD TO HEADER MIN.24"LONG STUD TO HEADER MIN.24"LONG LAG SCREW OR BOLT SPACING AS PER OF LAG SCREWS TO ATTACH 2 X 8 �� AT ALL HEADER LOCATIONS AT ALL HEADER LOCATIONS - L.F. - - - ,� , GABLE END TRUSS EXTERIOR EXTERIOR LEDGER TABLE CONNECTIONS TO DESK(EDGER LEDGERS TO 2 X 8 BAND JOISTS. FASTEN AS PER MANUF.SPECS. FASTEN AS PER MANUF.SPECS. O OR CEILING JOIST 12" 2" MIN. CONfJECTIONS TO BAND JOIST + _ GYP.BOARD � � '� a� � _ __ I- \� -'-'"- �I EW D R A UJ N BY : Q NO FURRING � � 2X PLATE,SEE PLANS - - PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS ;- - VIEW _ -- L.F. / B.M, / P.R. 1 2x STUDS SEE PLANS NOTE: �`'4. /� i - 2x STUDS SEE PLANS FOR SIZE THIS DETAIL IS.APPLICABLESIDING - FOR SIZE FLASHING FOR I o_.:o—=:: _:W W. . . : --- -- ----- --- NAIL BASED ON l) WHERE FLOOR JOISTS ARE 2X ENDWALL STUDS, cn Z PARALLEL TO DECK JOISTS 2x4 BLOCK NAILED TO EACH // SEE PLANS / ____ BRACED WALL (L WATER TIGHTNESS BRACE WITH 4-10dNAILS ;/ __ ____--- REQUIREMENTS O SHEATHING A35Z FRANING ANGLE AT WINDOW A35Z FRAMING ANGLE AT WINDOW I- 0 10d NAIL @ 6"O.C. OPENING(1)ONE SIDE OF STUD OPENING(1)ONE SIDE OF STUD Z -- DECKING"SIMPSON"FACE CS20 STRAP FASTEN W/(12)-8dxl 1/2"NAILS FASTEN W/(12)-8dxl 1/2"NAILS 0 Uj MOUNT HANGER OR APPROVED U }- r/r7:41-� EQUAL TO MEET A MINIMUM-- UPLIFT OF 600 psi WOOD 11 "SIMPSON"CS20 COILED STRAP - 4 "SIMPSON"CS20 COILED STtALPBEARING CAPACITY-NAILING NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT OR APPROVED EQUAL FROM OR APPROVED EQUAL FRO PATTERN AS PER MODEL MIN. 12"BEARING ON WALL STUDS I MIN. 12"BEARING ON WALL STUDS ER 2x BLOCKING CENT� NUMBER REFER TO CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED STUD TO UNDER THE MUD SILL STUD TO UNDER THE MUD S ON SHEATHING JOINT MIN. 12"BEARING ON STUDS MIN. 12"BEARING ON STUDS 2"MIN, MANUFACTURER GALVANIZED MEMBERS APPROVED BY MANUFACTURER TO RESIST 15/32"wooD J O FASTEN AS PER MANUF.SPECS. FASTEN AS PER MANUF.SPECS. NO CEILING STRUCTURAL PANELS U CORROSION FROM PRESSURE TREATED LUMBER. ----— 2x LEDGER WITH FASTENERS IN DIAPHRAGM ON GABLE FACE AND ACCORDANCE WITH TABLE R507.9.1.3(1) RIM JOIST RIM JOIST REQUIRED ON WALL BELOW m BASED ` SILL PLATE SILL PLATE WALL REQUIREMENTS DECK , LDTTlZ OCATIONS, IN 750 LB.CAPACITY AT 4 TYPICAL CEILING CONNECTION � „�•�-- LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH END OF Z THE LEDGER.HOLD DOWN DEVICES SHALL TO GABLE E N D WAL L (NOT TO SCALE) FULL ENGAGE DECK JOIST PER HOLD DOWN CONCRETE CONCRETE U [Y O MANUFACTURER * TO MEET 130 MPH WIND LOAD CRITERIA FOUNDATION FOUNDATION n FLOOR JOISTS- A FULLY THREADED 3/8"DIAMETER 21 U O U LAG SCREW PREDRILLED W/MIN, 3"PENETRATION TO CENTER PLATE, TYPICAL GABLE o STUDS,OR HEADER USE A MINIMUM OF TYPICAL STRAPPING DETAIL FOR ' DECK LEDGER CONNECTION DETAIL TWO 8d NAILS THIS TYPICAL STRAPPING DETAIL FOR END WALL * SIDE OFTRUSS. OPENING THAT EXCEED 42" IN WIDTH OPENING UP TO 42" IN WIDTH ON BALLOON FRAMING (NOT TO SCALE) FIGURE R507.9.1.3(2) 23 8d NAILS TOTALFOUR / ` !f INTO TRUSS. 4 ON ALL EXTERIOR FRAMED OPENINGS ALL EXTERIOR FRAMED OPENINGS * TO TTOSCAMEET 0 MPH WIND LOAD\t (NOT TO SCALE) (NOT TO SCALE) CRITERIA TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO SCALE) 1 15 [17 �r TO MEET 130 MPH WIND LOAD CRITERIA SEE SECTION 1 FOR STRAP CONNECTION OF BEAM {al "SIMPSON"FACE MOUNT HANGER ;l s s s s s s BOLTING BOLT SPACING OR APPROVED EQUAL TO MEET A I ;l!; - PATTERN SIZE(d) (s) MINIMUM UPLIFT OF 600psi ! ji ° I 4d NOTE: ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN WOOD BEARING CAPACITY- TWO 8d I o EIGHT _ 4d A 1/2" 12" ll NAILING PATTERN AS PER MODEL NAILS ° SdNAILS B 3/8" 12" DIRECT CONTACT WITH PRESSURE TREAT D LUMBER TO BE HOT DIPPED FLOOR JOISTS NUMBER REFER TO INTO ° INTO —- ' - --�-- - -t-- a�a �)1 AS PER PLANS MANUFACTURER- PLATES f °m° STUD GALVANIZED OR STAINLESS STEEL AS PER ASTM SPECIFICATIONS TO Simpson Strong-Tie C 5/8" 12" \_j 4,/ H7Z D 3/4" 12" (V } "SIMPSON" � !� BEAM ELEVATION 4 lb d RESIST CORROSION FROM PRESSURE TREATED LUMBER. d� -, j� FIREBLOCK (2)"SIMPSON"H2 CONNECTOR OR TY P. S I M P S O N H 7Z HURRICANE TIE L�1 @ EACH BAY APPROVED EQUAL STUD SPACING, (1 0 16"O.C.MAX.(ONE EACH SIDE) FLITCH PLATE BOLTING PATTERNS +-+ (5)8d FASTENERS TO RAFTERS/TRUSS TO MEET 130 MPH WIND LOAD CRITERIA Z (5)8d FASTENERS TO STUDS (NOT To SCALE) 2 O 18 O (NOT TO SCALE) U TYPICAL WATERPROOF (2)"SIMPSON""H6Z" �- 3/8"MIN. CONNECTORS JOIST SPACING � �f EDGE HEADER AS 6" STEEL"U"SHAPED BRACKET (MAX 16"O.C.)(ONE EACH SIDE) cq 3/8"STEEL PLATE (8)8d FASTENERS TO JOIST J U DECK DETAIL J o DISTANCE Q 1 Q �` ) SPECIFIED - _ _ -`'(8)8d FASTENERS TO GIRDER Z z BASE PLATE o ° � 3/4"DIA. � -- *(NOT TO SCALE) ° °o o°° 8d COMMONS TO A-325 BOLTS O n C - .-1/2"CARRIAGE BOLT uJ TO MEET 130 MPH WIND LOAD CRITERIA __; /°° PLATES FILL ONE OF 21�" II" = 2 PER CONNECTION X 2 2 _ . ^....-............. _. STEEL.:U:: THREE HOLES TO H10A ® -STEEL TUBE COLUMN ( ) 2 vz" - SHAPED BRACKET I- BOTTOM FLANGE - 3/8"STEEL PLATE 0 © 2„ {- FULLY WELDED TO \ .- `; PRESS.TREATED POST �..J TYPICAL RAFTER TO s <>3c - PLATE -� (1)"SIMPSON"POST BASE O 10"x10"x3/8" STEEL TO MEET A MINIMUM f u lu PLATE CONNECTION STEEL COLUMN BASE PLATE WITH - -7 UPLIFT OF 1400 psi WOOD (4)5/8"DIA. 12 BEARING CAPACITY-NAIL n Z ANCHOR BOLTS SIZE AND QUANTITY AS '*- N WHEN RAFTER AND BRACKET SECTIONALVIEW INTERIOR BRACKET SIDE VIEW CORNER BRACKET PLAN VIEW PER MODEL NUMBER z STUD SPACING DIFFER H TEEL L TYPICAL REFER TO MANUFACTURE PORC S CO UMN DETAILS oo N Q M r u ALTERNATE DETAIL TOP PLATE (NOT TO SCALE) --- * TO MEET 130 MPH WIND LOAD CRITERIA (NOT TO SCALE) (� (NOT TO SCALE) to CQ � ;; z z �� 1 9 TO MEET 130 MPH WIND LOAD CRITERIA 12 11 e . z : .I a P� r— o . HEADER <:U 'v SEE PLANS cy) ! :!i= I o 1` 1 1 "SIMPSON"H7Z HURRICANE TIE OR I}l O n E m APPROVED EQUAL AT EACH RAFTER T T ;. s 1 1 "SIMPSON"LTP5 CONNECTORS y RAFTER SPACING 16"O.C.MAX.(2)8d 0 w SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" 1 Ly �� NAILS THIS SIDE OF RAFTERS(TOTAL OF 00 ? V a N 1 L' FOUR 8d NAILS INTO RAFTER)(2)8d 3; < m NAILS INTO PLATES(8)8d NAILS INTO 1 SEE TYPICAL SECTION "1" SEE TYPICAL SECTION "1" l STUDS 3 :: : . � MIN.(2)2x4'S DOUG FIR ° 3 9 r� � mCL h \ #2 OR BETTER ° _ �� �� I ;��� HEADER AS ,� '_ REFER TO PORCH STEEL N t 4C 1 '1 �J 1` J SPECIFIED WJ [ "SIMPSON"CCQ POST CAPS � ___: COLUMN DETAIL#12 THIS Q 0 'SIMPSON"CCQ POST CAPS J' j r ` Q. UI MIN.7/16"SHEATHING ° STEEL"U"SHAPED SHEET FOR CONNECTION I OR APPROVED EQUAL.FASTEN Q ? N OR APPROVED EQUAL.FASTEN (1 I 1 BRACKET SEE CCQ POST CAP AS PER MANUF.SPECS. DETAILS CCQ OST CAP AS PER MANUF.SPECS. +� Z � U a DETAI_12 FOR 4 } 1 "SIMPSON"C 16 STRAPS "SIMPSON"CCQ POST CLARIFICATION —HOLLOW COLUMNS AS SPECIFIED i 0 j Z 1 , "S S S � CAPS OR APPROVED HOLLOW COLUMNS AS SPECIFIED - ' m o0 �' (1)"SI PSON"STRAP TIE TO N Q �I 1 FROM SILL TO TOP PLATE Simpson Strong-Tie EQUAL.FASTEN AS PER (1)"SIMPSON"STRAP TIE TO , __r_ , - MEET MINIMUM UPLIFT OF l HRC22 MANUF.SPECS. MEET A MINIMUM UPLIFT OF PRESSURE TREATED POST �i co N 1400 p i WOOD BEARING } E nJ 1400 psi WOOD BEARING SEE PLANS FOR SIZE STEEL COLUMN CAPA ITY-NAILING PATTERN HOLLOW COLUMNS AS SPECIFIED ? o li I HOLLOW COLUMNS HOLLOW COLUMNS CAPACITY-NAILING PATTERN AS PER MODEL NUMBER W n FULL SPAN PRESSURE \1 1 RIDGE AS PER MODEL NUMBER TREATED POST TO 1 AS SPECIFIED AS SPECIFIED REFER TO MANUFACTURE PRESSURE TREATED POST Q o }� I REFER TO MANUFACTURE ! j SEE PLANS FOR SIZE r- 1 HOLDOWN CONNECTORS SONOTUBE BELOW SEE """" ►i 1 1 PLANS FOR SIZE INSIDE THE WALL SEE DETAIL ❑ ❑ 11 I 8 FOR MORE INFO. PRESSURE TREATED STEEL TUBE (2)"SIMPSON""H6Z" Q 11 1 POST SEE PLANS J (2)"SIMPSON""H6Z" (2)"SIMPSON""H6Z" CONNECTORS JOIST SPACING ___Al FOR SIZE - CONNC-CTORS JOIST SPACING CONNECTORS JOIST SPACING (MAX 16"O.C.)(ONE EACH - MAX 16"O.C.)(ONE EACH16"O.C. ONE EACH ( i (MAX( )( SIDE)(8)Sd FASTENERS TO M. 1 l SIDE)(8)Sd FASTENERS TO SIDE)(8)8d FASTENERS TO PROJECT 23-m14 IJI h (1)"SIMPSON"POST STEEL TUBE COLUMN i i JOIST(8)Sd FASTENERS TO ..........���.... _. / BASE TO MEET A FULLY WELDED TO _ 7 JOIST(8)8d FASTENERS TO JOIST(8)8d FASTENERS TO GIRDER MINIMUM UPLIFT OF PLATE 10"x10"0/8" GIRDER GIRDER D A T E : 6/12/2023 u `'r` 1400 PSI WOOD BEARING STEEL BASE PLATE fL MIN.3500 PSI CONCRETE WALL I ! - _ "SIMPSON"CCQ POST CAPS ••.••••.•..•••• b ;/! CAPACITY-NAIL SIZE J l WITH(4)5/8'DIA. _ 1/2"CARRIAGE BOLT 1/2"CARRIAGE BOLT Q '�j AND QUANTITY AS PER ANCHOR BOLTS (2)PER CONNECTION OR APPROVED EQUAL.FASTEN :.:.:.k.f.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.................'.'......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' ° o `j'/' • MODEL NUMBER REFER = _ (2)PER CONNECTION AS PER MANUF.SPECS. ram+ C A L E AS NOTED .. '1.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'................ -- — o i! a TO MANUFACTURER n ,` O \ • �a. a �, o , a PRESS.TREATED POST PRESS.TREATED POST ............ ... f .................................................. `____a a � a a, STEEL COLUMN `\ 1 "SIMPSON"POST BASE STEEL TUBE Z. Z:/23DUJGS/23-014 ( ) COLUMN (1) 'SIMPSON"POST BASE............. . CONCRETE FOUNDATION . CONCRETE FOUNDATION TO MEET A MINIMUM \ FULLY WELDED TO TO MEET A MINIMUM .... UPLIFT OF 1400 psi WOOD PLATE 10"x10"x3/8" UPLIFT OF 1400 psi WOOD ................. ......... O BEARING CAPACITY-NAIL STEEL BASE PLATE BEARING CAPACITY-NAIL TY P. ALTERNATE DETAIL TY P. ALTERNATE DETAIL SIZE AND QUANTITY AS �- WITH(4)5/8"DIA. SIZE AND QUANTITY AS c CORNER Simpson Strong-Tie PER MODEL NUMBER ANCHOR BOLTS PER.MODEL NUMBER �� \ HCP AT HOLLOW COLUMNS AT HOLLOW COLUMNS REFER TO MANUFACTURER REFER TO MANUFACTURER ��~��� r✓c���,� TYPICAL DETAIL @ GARAGE WALL TYP. HIP RIDGE & (NOT TO SCALE) (NOT TO SCALE) TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN TYPICAL HOLLOW COLUMN F` ' CORNER CONNECTIONS *TO MEET 130 MPH WIND LOAD CRITERIA TO MEET 130 MPH WIND LOAD CRITERIA }- RETURNS & BETWEEN GARAGE DOORS INSTALLATION INSTALLATION INSTALLATION s, ��Hpo,O OFN (NOT To SCALE) NOT TO SCALE)14 *TO MEET 130 MPH WIND LOAD CRITERIA 13 11 d 11 c TO MEET 130 MPH WIND LOAD CRITERIA 11 b TO MEET 130 MPH WIND LOAD CRITERIA 11 a TO MEET 130 MPH WIND LOAD CRITERIA 11 * NOT TO SCALE) NOT TO SCALE) NOT TO SCALE) TO MEET 130 MPH WIND LOAD CRITERIA Z z ALL DETAILS MAY NOT APPLY- PLANS WILL REFERENCE APPLICABLE DETAILS UPDATED 5/1/2020 Dp18 } BRACED WALL DESIGN CRITERIA IRE V 15 ION 5: TABLE R602.3(1) - continued BRACED WALL NOTES: FIGURE R602.10.6.4 I55uED FOR PERMIT: 06/30/23 TABLE .1. FASTENING SCHEDULE METHOD CS-PF - CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION CHANGE5 TO LNDY: 01/12/23 }- PLACEMENT OF LAG SCREWS AND BOLTSLTSR507.9.1.3(2) IN DECK LEDGERS AND BAND JOISTS 1, BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN Z ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ACCORDANCE WITH R602.10 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. WALL CONSTRUCTION 155UED FOR f ERMIT: 11/30/23 f- FLOOR OF FASTENER a,b,C F'ER TOUJN: 5/20/2024 MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN Rows 2.THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS) REV. A5 Z -- 3-16d box(3 4"x 0.135")Or EXTENT OF HEADER WITH SINGLE PORTAL FRAME -- 24 2"subfloor to joist or girder 1 Blind and face nail (ONE BRACED WALL PANEL) TOP EDGE BOTTOM EDGE ENDS ROW SPACING 2-16d common(3 1"x 0.162) 3. BRACED WALLS PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE 2'-1B'FINISHED WIDTH OF OPENING FASTEN KING STUD TO Z Ledger 2 inches 3/4 inch 2 inches b 1 5/8 inches 25 2"planks(plank&beam floor&roof) 3-16d box(3 4"x 0.135")or At each bearing,face nail SPECIFIED CONSTRUCTED AND PLACED ACCORDING TO BRACED WALL PLANS AND BRACING METHODS _R 'FOR SINGLE OR DOUBLE PORTAL `� TENSION STRAP PER r HEADER WITH 6 a d b PONY WALL IT 1TABLE R602.10.6.4(ON 16D SINKERS I]I Band Joists° 3/4 inch 2 inches 2 inches b 1 5/8 inche$b 2 16d common(3 'x 0.162) g. HEIGHT OPPOSITE SIDE OF DESCRIPTION DATE' SHEATHING) 3-16d common 3 x 0.162" 4. BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-0" FROM THE ENDS OF THE BRACED CHECKED B 1 For SI: 1 inch=25.4 mm ( 2" );or .................... g:c_�_s U 26 Band or rim joist to joist 4-10d box 3 x 0.12s WALL LINE.THERE SHALL NOT BE MORE THAN 20'-0" BETWEEN TWO BRACED WALL PANELS ON THE R.R•__G-_R a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with figure 1 1 ( " ); or °° ° ° End nail °° ° ° MIN.3"X11}"NET HEADER STEEL HEADER PROHIBITED IF BRACED WALL LINE �- ° ° ° ° 4-3"x 0.131"nails;Or SAME BRACED WALL LINE. °° SPACER IS USED,PLACE ON BACK-SIDE OF HEADER CONTINUOUSLY ° ° ° `'� L'F b. Maximum 5 inches. 4-3"X 14 ga.staples, 16"crown w a - SHEATHED WITH - FASTEN SHEATHING TO HEADER WITH BD WOOD STRUCTURAL FASTEN TOP D R A lU N B Y Q c. For engineered rim joists the manufacturer's recommendations shall govern. 5 .ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUS = °I COMMON OR GALVANIZED BOX NAILS IN 3"GRID PANELS PLATE T Nail each layer as follows;32"O.C. PATTERN AS SHOWN HEADER WITH d.The minimum distance from bottor'1 row of lag screws or bolts to the top edge Of the ledger shall be in accordance with Figure R507.9.1.3(1). 20d common(4"x 0.192"):or SHEATHED STRUCTURAL WOOD PANEL METHOD UNLESS OTHERWISE NOTED.THE PLYWOOD a °� I L.F. / B-M. / P.R. at top and bottom staggered „ 3 IF NEEDED PANEL TWO ROWS OF _ SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN 1/2 IN THICKNESS. _ °I i`lo HEADER TO JACK-STUD STRAP PER TABLE- SPLICE EDGES SHALL 16DSINKER 10d box(3"x o.128");Or 24"o.c.face nail at top and bottom O R602.10.6.4 ON BOTH SIDES OF OPENING OCCUR OVER AND BE NAILS AT 3"O.C. 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides o = °° OPPOSITE SIDE OF SHEATHING NAILED TO COMMON °; nP• {- p g �.� _ _ 6. BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITHIN TABLE R602.3(1) ~ X BLOCKING WITHIN THE layers And: OF THE 2020 RCNYS. ¢ j° MIDDLE 24"OF THE �� U � g PORTAL-LEG HEIGHT. �. - MIN.7/16"WOOD (� � Z 2-20d common(4"x 0.192);Or �" MIN.DOUBLE 2x4 FRAMING COVERED WITH MIN. ONE ROW OF 3"O.C. f STRUCTURAL O ( ) 3 10d box 3"X D.128° ;Or p 7/16"THICK WOOD STRUCTURAL PANEL NAILING IS REQUIRED PANEL TABLE R602.3 1 ( ) Face nail at ends and at each splice 7 BRACED WALL PANELS ARE NOTED BY THE FOLLOWING: °a °i° SHEATHING WITH 8D COMMON OR GALVANIZED IN EACH PANEL EDGE SHEATHING FASTENING SCHEDULE 33"X0.131"Halls -.�` BOX NAILS AT3"O.C.INALLFRAMING(STUDS, _ _ a. CS-WSP= CONTINUOUS SHEATHED WOOD STRUCTURAL PANEL BLOCKING,AND SILLS)TYP. TYPICAL PORTAL 4-16d box(3 y"x 0.135");Or �_ FRAME CONSTRUCTION-`, Z IU ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION b. CS-PF=CONTINUOUSLY SHEATHED PORTAL PANEL MIN.LENGTH OF PANEL PER TABLE R602.10.5 O OF FASTENER a,b,c 28 Ledger strip supporting joist or rafters 3-16d common(3 "x 0.1r or At each joist or rafter,face nail c. GB = GYPSUM BOARD MIN.DOUBLE 2x4 POST U ROOF 4 10d box 3"X D.128" ; Or 's INSTALLED PER SECTION R403.1.6 WITH MIN.(2)1/2"DIAMETER ANCHOR BOLT 9 < w ( ) (KING AND JACK STUD). 4-3"x 0.131"nails _ _` z"x2"x3/16 PLATE WASHER STUNUMBER OF JACK � ( "' ) Bridging or blocking to joist 2 1 Od(3"x o.128")or 2 8d common Each end,toe nail 8.THE ENDS OF THE BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS _- _ 9 a R602D7(>a�z)S - }- 4 8d box 2 x 0.113" or SHOWN BELOW. Z 1 Blocking between ceiling joists or rafters to top plate 3-8d common(2 4"x 0.131");or 29 (2 1/2"x0.131;or 2-3"x 0.131)nails Toe nail ' '1.. '.. _......_...__...:........._ 1 I Z 3-10d box(3"x 0.128");or - ----��-��- • � -1 3-3"x 0.131"nails SPACING OF FASTENERS FIGURE R602.10.7 _ _________ __'__ _ p DESCRIPTION NUMBER AND - - - - --'- ANCHO - ITEM a,b,c Edges h Intermediate END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING SECTION R0403.16R T v 4-8d box(2 2'x 0.113");or OF BUILDING ELEMENTS TYPE OF FASTENER (inches) supportsc,e F Ul 1 _ (inches) OVER CONCRETE MASONRY BLOCK FOUNDATION 3-8d common 2 x 0.131' or [- 2 Ceiling joists to top plate Per joist,toe Hall 3-10d box 3"x 0.128' or p g g p g g SECTION `v Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing ( )' [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED FRONT ELEVATION 3 3' x 0.131' Halls ,....... ----- - (....... __.. .... f- I I SHEATHING TO TOP OF JOIST PER TABLE �1 6 12 / / / - '' 2 FRAMING AN H R �� - t 6d common 2"x 0.113" Hall subfloor,W211 I /i BRACEj WALL LINE BRACED WALL LINE WOOD S RIM 0 C 0 5 Ceilingjoists not attached to parallel rafter, laps over 4-10d box(3"x 0.128");or ( ) ( ) f I I WOOD STRUCTURAL PANEL NAIL SOLE PLATE TO I I I p 1 30 3i 1" 8d common(2 "x 0.131")Hall(roof)or / / / ' partitions[see Sections R802.5.2&Table R802.5.2] 3-16d common(3 g"x 0.162");or B 2 - ' / i / J IST R602.3(1) �� (, 3 Face nail RSRS-01 (2 3/8"xO.113")nail(roofy PLIED ACROSS /� NAIL SOLE PLATE TO j ] 4-3"x 0,131"nails 6. �°,° SHEATHING JOINT // i JOIST PER TABLE 8d common 2 x 0.131" or RSRS-01 ` a WITH CAPACITY OF670 7" R602.31 Q- 191, n ( 2 ), a - () - _ a LBS IN THE �-"/ } O Ceiling joists attached to parallel rafter(heel joint) 31_ 32 _1 (2 3/8"xO.113")nail(roof)1 6 12 - / / / �' _ HORIZONTAL AND 9.%i• U U U i '-"` " . VERTICAL DIRECTIONS 4 [see Sections R802.5.2&Table R802.5.2] Table R802.5.2 Face nail 1i 1� 10d common(3"x 0.148")nail;or 8d(2 1'x (jl 32 1 g - 1 a 0.131")deformed nail 6 12 Other wall sheathing 9 7 4-10d box 3"x 0.128" or RETURN Collar tie to rafter,face nail or 1 a x 20 ga. ridge strap to 1 galvanized roofing nail, 16"head diameter, PANEL HOLD / �wooD STRUCTURAL PANEL SHEATHING OVER APPROVED AND OR RIM JOIST 5 rafter 2 g 1 41galvan zed roofing Hal, /headrdiameter BRACED WALL PANEL LINE DOWN " BRACED WALL PANEL AT APPROVED BAND OR 3 Od common( "x 4 or Face nail each rafter 33 1"structural cellulosic fiberboard sheathing 3 6 RIMJOVE 4-3°x 0.131"nails 9 P g 16 END OF BRACED WALL LINE DEVICE END OF BRACED WALL LINE - 34 32"structural cellulosic fiberboard sheathing 3 6 OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION Q 3-16d box(3 x 0.135");or or 1 1/2" long staple 16ga.,w/ 18'or 1"crown END CONDITION 1 END CONDITION 2 (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 6 Rafter or roof truss to plate 3-10d common(3"x 0.148);or 2 toe nails on one side and 1 toe nail 1 d 1 2'galvanized roofing nail;staple galvanized, Q 4-1 Od box(3"x 0.128"); or on opposite side of each rafter or 35 2 gypsum sheathing 1 1 7 7 truss' 1 long; 1 a"screws,Type W or S �... 4-3°x 0.131' Halls ---- - 3 I CONTINUOUSLY SHEATHED I I CONTINUOUSLY SHEATHED - d 1 -q galvanized roofing nail;staple galvanized, BRACED WALL LINE BRACED WALL LINE �i(, WOOD STRUCTURAL NAIL SOLE PLATE TO 34 �" sum sheathing 7 7 / PANEL SHEATHING TO JOIST PER TABLE L, g gyp g 5„ �" 'f •, I I ATTACH SHEATHING //t' 4-16d box(3 z x 0.135');Of 1 long; 1 screws,Type W Of S /.'/ / g TOP OF BAND OR RIM R602.3(1) as 1 8 g 8 Yp // / �i/ aQl'' ° JOIST TN/OBANDOORROJOIST �" ! } NAILSOLRT TABLE Ill 3 10d common 3 - x 0.148 Or Toe nail Y g / / �� I_::::....._ NAILS AT3'O.C.TOP /A R602.3Pj L ( 2 ), Wood structural panels,combination subfloor underla ment to framing / /" oA 4-1 Od box(3"x 0.128");or Troll 6d deformed(2"x 0.120")nail;or i a,- o Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails - u- a- � 0 7 37 q" and less 8d common(2 "x 0.131")nail 6 12 to minimum 2"ridge beam 1common - V 3-16d box(3 2'x Oi135");or 3g 8" 1" 8d deformed med( 22 x 01120"nail; 6 12 // j / / , /p' •�o' _ 2-16d common(3 x 0.162); or End nail ( ) Z 3-10d box(3"x 0.128");or 10d common(3"x 0.148")nail;or 1 n 1 n 1„ 6 12 / / /// 1 RETURN / //// '/ /// WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST 3-3"x 0.131"nails 39 1 s - 1 `q 8d deformed(2 2 x 0.120")nail / / APPROVED BAND OR I PANEL RIM JOIST 11� WALL (continued) UPDATED 5/1/2020 48"MINIMUM BRACED WALL PANEL �-� I -�FIRST BRACED OVER RAISED WOOD FLOOR-OVERLAP OPTION �{ AT END OF BRACED WALL LINE r 10'MAX WALL PANEL 16d common(3 2"x 0.162") 24"o.c.face nail TABLE R602.3(1)-continued •SEE REQUIREMENTS (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or FASTENING SCHEDULE END CONDITION 3 END CONDITION 4 14Q?) Q 16"o.c.face nail -- _ S FRONT ELEVATION SECTION UJ 3"x 0.131"nails For SI: 1inch=25.4mm, 1 foot=304.8mm, 1 mile per hour=0.447 m/s; 1 kSl=6.895 MPa. CONTINUOUSLY SHEATHED REQUIREMENTS Q 1 j BRACED WALL LINE w For SI: 1inch=25.4 mm, 1 1 foot=304.8 mm. 16d box(3 4'x 0.135");or 12"o.c.face nail a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall Return panel: 24"for braced wall lines sheathed with Z 9 Stud to stud and abutting studs at intersecting wall corners 3"x 0.131"nails "- �� p O have minimum average bending yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d common nail),90 ksi for shank wood structural panels (at braced wall panels) -- ---1 -- _ / / p O 16d common 3 x 0.162" 16"o.c.face nail diameters larger than 0.142 inch but not larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch or less. %. / � f1 _ ( 2' ) _____ _____ / 32"for braced wall lines sheathed with b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. � !X I- �- -� -- --- - structural fiberboard r 1 16d common(3 2'x 0.162") 16"o.c.each edge a face nail c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. /' V 10 Built-up header(2"to 2"header with 2"spacer) 1 g - d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. / Distance D: 24"for braced wall lines sheathed with i/ • ;Q ILI 16d box 3 X 0.135" 12"o.c.each edge face nail a ( 2 ) 9 e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). / wood structural panels 3 W "� J m 1 f.For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ;W a ;o a 5-8d box(2 4"x 0.113");or / 32"for braced wall lines sheathed with ridges, nails shall be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches / "a o Z 11 Continuous header to stud structural fiberboard n, Q 4-8d common(2�"x 0.131");or Toe nail on center where the ultimate design wind speed is 130 mph or greater but less than 140 mph. 4-10d box(3"X 0.128") g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to /�� / X V HOLD DOWN Hold-down 800 Ibs capacity fastened to the edge I U 16d common(3 2"x 0.162") 16"o.c.face nail ASTM C 208. DEVICE FIRST BRACED device: of the braced wall panel closest to the �.--- 10,MAX --. 20'MAX +-� }+-9U MAX- - h.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor WALL PANEL corner and to the foundation or floor I I- 12 Top plate to top plate 1Od box(3"x 0.128");or 12"o.c.face nail perimeter only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required framing below 3"x 0 131"nails blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required b END CONDITION 5 g 9 9 P 9 p p 9 p p q Y BWL z BwL 1 other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking Q v For SI: 1inch=25.4 mm, 1 foot=304.8 mm, 1 pound=4.45 N. (� 8 16d common(3 2"x 0.162");or p - }- I.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe Halls on one side of the rafter L / Q Double to late splice 1 BRACED WALL j I I m �I p p p 12 16d box 3-"x 0.135 ;or Face nail on each side of end joint `�. 13 ( z ) 1 and toe Halls from the ceiling joist to top plate In accordance with this schedule.The toe Hall on the opposite side of the rafter shall not be / PANEL i 'tom I !_ � CV L (n Z 12-10d box(3"x 0.128");or (minimum 24"lap splice length each required. I N g 12-3"x 0.131"nails side of end joint) j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667, o 0 - -'---'�'- ------ FULL-HEIGHT BLOCKING (continued) CONTINUOUS ALONG LENGTHCONTINU L... I I ` TABLE R702.3.5 - INTERIOR WALL COVERING ORBANDOJOSTUS IM OF BRACED WALL PANEL ZZ 1 Z TABLE R602.3(1) - continued II ( Q - MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS I �a �BRACEDWALL Q Q > FASTENING SCHEDULE THICKNESS OF PERPENDICULAR FRAMING I I I ?3 / PANEL / ""O MAXIMUM SPACING OF o a U!: U ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ORIENTATION OF MAXIMUM o o >: -- GYPSUM BOARD FASTENERS inches BRACED WALL O OF FASTENER a,b,c OR GYPSUM GYPSUM BOARD SPACING OF (inches) SIZE OF NAILS FOR APPLICATION I PANEL r �- 16d common 3 "x 0.162" 16"o.c.face nail APPLICATION OR GYPSUM FRAMING TO WOOD FRAMING \ Z :,.:.. Z 8d @ 16"O.C.ALONG I n m • Z .> PANEL a b I I ( ) PANEL PRODUCTS MEMBERS Nails Screws 8d @ 16"O.C.ALONG BRACED WALL PANEL I T ?;<' - I 14 Bottom plate to joist, rim joist,band joist or 1 PRODUCTS TO FRAMING (inches o.c.) BRACED WALL PANEL m 4) blocking(not at braced wall panels) 16d box(3 2"x 0.135");or 12"o.c.face nail (inches) - - - Lo3 > G (If 3"x 0.131"nails -'� o ( " :.:'. � � is: a o Application without adhesive ' O ':' Tn 1 BRACED WALL PANEL BRACED WALL/ ?;'si' T' T ;`:>'. Z 3 16d box(3 2"x 0.135");or 3 each 16"o.c.face Hall Ceiling Perpendicular 16 7 12 13 gage 1 "long, "head; 0.098" PANEL / I I Co1A co M ';;;;;;'o:i;:;: s Bottom plate to joist, rim joist,band joist or 1 2 each 16"o.c.face nail 1„ BRACED WALL PANEL "" - - - o'"" rn a I U -a 15 2-16d common(3 �"x 0.162");or 3/g diameter, 1 a long,annular-ringed;4d - ()) (0 blocking(at braced wall pane:s 4 each 16"o.c.face nail 4- ' x nails Wall Either direction 16 8 16 cooler nail,0.080"diameter, 1 8"long,32" head. 3-16d(a�16"O.C.ALONG 3-16d 16.O.C.ALONG '' O4 8d box(2 'x 0.113");Or Ceiling Either direction 16 7 12 13 gage 1 a"long,62"head;0.098" BRACED WALL PANEL BRACED WALL PANEL 2D'MAX 20'MAX O 3 l' 3 16d box(3 'x 0.135);or Toe nail d diameter, 1 1"Ion annular-ringed;ed;5d / I I r y n/ Ceiling Perpendicular 24 7 12 a g' g - - / / NOTE:CONTINUOUS `✓, a •. `- tC 4-8d common(2 z"x 0.131");or 1/2 cooler nail,0.086"diameter, 1 8"tong,sa" l a J J SHEATHING METHODS ;�. a s N o 4-10d box(3"x 0.128"); or Wall Either direction 24 8 12 head;or gypsum board nail,0.086" -= - �3 W ----- -- -- 3 3 S _ e 4-3"x 0.131"nails o z 'o Z Lu W' REQUIRE ALL FRAMED t/+ _ a s - _- Q a Q a; PORTIONS OF THE Z �- 16 Top or bottom plate to stud Wall Either direction 16 8 _ 16 diameter, 1 e"long,I"head. PERPENDICULAR FRAMING 3-16d box(3 J"x 0.135");or 13 gage 1 5"Ion 19"head;0.098" m /m m BRACED WALL LINE TO BE r_ 9 9 a 9,sa i . � - to o ` 2-16d common 3-"x 0.162 ; or 3„ : r ( z' ) End nail Ceiling Either direction 16 7 12 diameter, 1 $ long,annular-ringed;6d CONTINUOUS RIM FULL-HEIGHT BLOCKING SHEATHED OMD N M Z 3-10d box(3"x 0.128");or 7 �„ " OR BAND JOIST CONTINUOUS ALONG LENGTH CV cooler nail,0.092"diameter, 1 8'long,4 OF BRACED WALL PANEL 3 Q 3 3"x 0.131"nails y Ceiling Perpendicular 24 7 12 cc head;or gypsum board nail,0.0915" LOCATION OF BRACED WALL PANELS rn 3-1 Od box(3"x 0.128");or diameter, 1 7i long, 14"head. " FIGURER602.1022 (NOT TO SCALE) d 2-16d common 3 1 x 0.162" or Face nail Type X at garage 1 �"Ion / y Ld O 17 Top plates,laps at corners and intersections ( z ) 6 g,6d coated nails or equivalent Q 3-3"x 0.131"nails 5/8 ceiling beneath Perpendicular 24 6 6 drywall screws.Screws shall comply with _ a u habitable rooms p CAD Section R702.3.5.1 _ M 3 3-8d box 2 1"x 0.113" or 5„ 1s„ For SI: 1 inch=25.4 mm. ( 2 ) 13 gage"I a tong,64 head;0.098" FIGURE R602.10.8(1) El F1 18 1"brace to each stud late 2-8d common(2 'x 0.131); or „ BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED p Face nail Wall Either direction 24 8 12 diameter, 1 6 long,annular-ringed;6d 2-10d box(3"x 0.128"); or cooler nail,0.092"diameter, 1 Z"Ion ,1 TO RESIST WIND PRESSURE TABL R602.3(3) 2 staples 1 4" 8 9 a" head;or gypsum board nail,0.0915" PANEL NAIL ULTIMATE DESIGN WIND SPEED(mph) 0: Wall Either direction 16 8 16 MINIMUM COMMON NAIL MINIMUM WOOD MINIMUM MINIMUM ( p ) PROJECT 23-014 3-8d box(2 2"x 0.113");or diameter, 1 7"long, 112"head. NOMINAL PANEL WALL STUD SPACING �. ADDITIONAL FRAMING FULL-HEIGHT BLOCKING STRUCTURAL [- 19 1"x6"sheathing to each bearing 2 8d common(2 'x 0.131);or CONTINUOUS RIM OR MEMBER DIRECTLY @ 16"O.C.ALONG THICKNESS In SPACING In WIND EXPOSURE CATEGORY Application with adhesive END JOIST PANEL SPAN ( ) ( ) _ 8 gyp VE BRACED WALL BRACED WALL PANEL EDGES FIELD 2-10d box(3"x 0.128"); or PENETRATION(In) D A T � 6/12/2P�23 SIZE RATING O.C. O.C. B C D ]1_ 2 staples 1"crown, 16 ga., 1 4"long Ceiling Perpendicular 16 16 16 Same as above for a" sum board and / ( ) ( ) Face Hal d _ /,. 6d 1.5 24/0 3/8 16 6 ' 12 140 115 110 - 3-8d box(2�"x 0.113");or 3/8 Wall Either direction 16 16 24 gypsum panel products. // S G A L #_ : AS NOTED 8d 1.75 24/16 7/16 16 6 12 170 140 135 3-8d common(2 'x 0.131);or 24 6 12 140 115 110 Z Ceiling Either direction 16 16 16 3-1 Od box(3"X 0.128");Or 8d @ 16"O.C.ALONG TOE NAIL 3-8d NAILS AT 3 staples 1"crown, 16 a., 1 3"Ion d Same as above for 21 and 8"gypsum BRACED WALL PANEL EACH BLOCKING Z: Z:/23DtUG5/23-a14 p 9 a g 1/2 or 5/8 Ceiling Perpendicular 24 12 16 MEMBER 20 1"x8"and wider sheathing to each bearing -------------- Face nail board and gypsum panel products, ad@ 16-D.C.ALONG ALLOWABLE LOADS AND DEFLECTIONS FOR STRUCTURAL MEMBERS UPDATED 5/1l2020 Wider than 1"x 8" Wall Either direction 24 16 24 respectively. BRACED WALL PANEL 4-8d box(2 2"x 0.113");or - ft....... -'�` - '� STRUCTURAL MEMBERS LIVE LOADS DEAD LOADS ALLOWABLE DEFLECTION 3-8d common(2 1'x 0.131);or Two Ceiling Perpendicular 16 16 16 Base ply nailed as above for gypsum BRACED WALL PANEL BRACED WALL PANEL -BRACED WALL PANEL 3-1 Od box(3"x 0.128");or 3/8 layers -- -- board and gypsum panel products; EXTERIOR BALCONIES 40 10 L/360 \ 4 staples 1"crown, 16 ga., 1 4"long Wall Either direction 24 24 24 face ply installed with adhesive. DECKS 40 10 L/360 ���p l 3-16d @ 16"O.C.ALONG 3-16d @ 16"O.C.ALONG 3-16d @EACH Gj r FLOOR For SI: 1inch=25.4 mm BRACED WALL PANEL BRACED WALL PANEL ATTIC WITHOUT STORAGE 10 10 L/240 /// BLOCKING MEMBER 4 8d box(2 2"x 0.113");or a. For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 2 2 inches apart shall be permitted to be ATTIC W/LIMITED STORAGE 20 10 L/240 used with the air of nails spaced 12 inches on center. _- - rr (� 3 8d common 2 1"x 0.131" ;or p p 1 ;' 1� FIRST FLOOR 40 10 L/360 ( 2 ) Toe nail b. Screws shall be in accordance with Section 702.3.6.Screws for attachingsum board or sum panel products to structural insulated / 2-16d NAILS :rvr gypsum gypsum p p /,/ / I k 21 Joist to sill,top plate or girder 3-1 Od box(3"x 0.128"); or 7 . I �/ I EACH SIDE SECOND FLOOR 30 10 U360 - } 3-3"x 0.131"nails panels shall penetrate the wood structural panel facing not less than 16 Inch. ROOF RAFTERS-GROUND SNOW LOAD=20 sf 's e� 04 Where cold-formed steel framing is used with a clinching design to receive nails by two edges of metal,the nails shall be not less than g ADDITIONAL FRAMING FULL-HEIGHT BLOCKING p U240 tia,o1e { 1 CONTINUOUS RIM MEMBER DIRECTLY @ 16"O.C.ALONG 8d box(2�'x 0.113") 4"o.c. toe nail inch longer than the gypsum board or gypsum panel product thickness and shall have ringed shanks.Where the cold formed steel fram ing OR END JOIST BELOW BRACED WALL BRACED WALL PANEL OF N� V 22 Rim joist, band joist or blocking to sill or top 1 has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, 13 z gage, 1 a inches long, 1-64-inch head for ° PANEL sd common(2 'x 0.131");or '-inch 15 5 2020 RESIDENTIAL CODE O F NEW YORK STATE NOTE: Z plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail 2 Inch gypsum board or gypsum panel product;and 6d 13 gage, 1 inches long, inch head for g inch gypsum board or gypsum panel Z 3"x 0,131"nails product. R301.2.1.2 DESIGN CRITERIA: (n�/I d. Three-eighths-inch-thick single-ply gypsum board or gypsum panel product shall not be used on the ceiling where a wate r-based textured CONSTRUCTION IN REGIONS WHERE THE BASIC WIND SPEEDS FROM FIGURE R301.2(5)6 EQUAL OR EXCEED 110 MILES PER HOUR(177.1 Km/h)HAVE BEEN V 3 8d box(2 Z'x 0.113");or finish is to be applied,or where it will be required to support insulation above a ceiling.On ceiling applications to receive a water-based - DESIGNED IN ACCORDANCE WITH: 23 1"x6"subfloor or less to each joist 2-8d common(2 z"x 0.131);or texture material,either hand or spray applied,the gypsum board or gypsum panel product shall be applied perpendicular to framing.Where For SI: 1 inch=25.4 mm. AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA)WOOD FRAME CONSTRUCTION MAN (AL FOR ONE-AND TWO-FAMILY DWELLINGS(WFCM), Face nail i. 4. FIGURE R602.10.8(2) CHAPTER 3&6 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE ASCE"MIN. DESIGN LOAD FOR BUILDINGS AND STRUCTURES": REVISION 3-10d box(3"x 0.128");or applying awater-based texture material,the minimum gypsum board thickness shall be increased from B Inch to 2 Inch for 16-inch on center 2 staples 1"crown, 16 ga., 1 4"long framing,and from z inch to a inch for 24-inch on center framing or !-inch sag resistant gypsum ceiling board shall be used. BRACED WALL PANEL CONNECTION WHEN PARALLEL TO FLOOR/CEILING FRAMING OF ANSI/ASCE 7-10. (continued) UPDATED 12/6/2016 UPDATED 5/1/2020 D4 18 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or bracedlshear wall above(must stack over wall below) Load bearing or braced/shear wall above �, at 12"on-center 9 Plate nail, 16dent 0.135"x3 2") Plate nail, ent (0.135x3y ) When sheathing thickness exceeds Blocking panel: Rim Board, ( present) ALLOWABLE HOLES - TJI R Joists ( y ® must stack over wall below when resent � O at 16"on-center g Y • 2x stud wall at Floor panel nail- g p at 16"on-center - ® ®• No load bearing trim sheathing tongue at rim board 16"on-center 8d (0.131"x 2Y")at 6"on-center 1Y"TimberStrand LSL or TJI joist. 1 Blocking panel: Web Stiffener wall above Min.distance from Table A Min.distance from Table B Y"hole may be cut 1Y"TJO Rim Board, Plate nail-16d(0.135"x 3Y") Blocking panel: anywhere in we out rA required on both Web stiffeners required on g p r/J � at 16"on-center* q 2x4 minimum Web stiffeners ® DO NOT side of hatched zone 1Y"TimberStrand sides at A2W ONLY 1Y"TJ Rim Board, LSL or TJI®joist Floor panel nail- Sheathing both sides at A3.4W ONLY squash blocks required each side 1Y"TimberStrand® LSL cut or notch flange. boundary nails, at B3W ONLY 8d (0.131"x 24")at 6"on center* or TJI joist 8d(0.131"x 2Y") 1Ya TimberStrand® � \y Rim-to-joist Web Stiffeners required at 4"on-center I LSL rim board. y6" Web stiffeners 6" O �" 6" M required on both nail I I each side at A3. W 61 B 1 W LO - sides of both joist 6" L 2 x D1 D� Close/ rou ed round L 2 x L D O Toe nail, Toe nail, Toe Hall-10d(0.131" II r 1 v g p 2 z s" s" M U I 1Y"TJ®Rim Board When sheathing ends at B4W ONLY No field cut minimu holes are permitted if minimum No field cut Donor cut M x 3")at 6"on-center 10d(0.131'x 3") 10d(0.131 x 3") TJI rim joist . thickness exceeds' " 12„ DO NOT holes In (applies to al holes the group perimeter Holes in holes larger �+ (A3/A3W only)or /a Web stiffeners required End of joists at M at 6"on-center at 6"on-center 1Y"TimberStrand® LSL. trim sheathing tongue min. on both sides at B1 W j cut holes in cantilever hatched except knoc outs) meets requirements for hatched than IX"ln LO TJI rim joist at rim board For rim board thicker than 1 Y" centerline reinforcement. zones round or square holes. zones cantilever � Web stiffener Toe nail-10d(0.131"x 3") -Attach TJI Joist to rim board with one 10d(0.128"x 3") and B2W ONLY of support required on both Must have 1Y"minimum at 6"on-center* proper 9 p 1 Table A - End Support 00 Install ro er blocking to nail.To nail from TJI joists into rim board. Blocking panels may be required pp M O * sides at Al W ONLY (A)2 joist bearing at ends. Attach support all panel edges -Connect cornerwith four 10d(0.128"x 3")nails.Toe B2 62 Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from ed a of hole to i side face of nearest end su ort M 0Al Al W A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 nail from side of parallel closure into rim board, walls above or below-see detail B1 B3 63W below-see detail B1 0(9 JOIST ROUND HOLE SI E SQUARE OR RECTANGULAR HOLE SIZE c- O O * DEPTH TJI®For additional installation specifications:see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board Nail through 2x_cantilever,wood backer and 2" 3" a" 5" sy" 7' 8X" 11" 13" 2" 3' a" 5" s)�' 7" aX" 11" 13" (go 110 1,_0„ 1,_6, 2,_0, 3'_0„ 5'-0„ 1,_0, 1,_6, 2,_6„ g'_6" 4,_6„ Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ 9001. O O O O Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ®Rim Board or 1Y"TimberStrand® TJI' 'Dist web with 2 rows 10d 0.148 x 3 for Floor and Roof Framing, TJ-9001. Blocking 1 ( ) 9X„ 210 r-o° r-s° z'-s" 3'-0° 5'-6° r-a' r-o" r-s^ 4'-0" 5'-0° g LSL. Nail with 10d (0.131"x 3")nails,one each panel nails at 6"on-center,clinched. 230 r-6" r-0" z'-6" T-s" 5'-6" 1'-0" z'-0" T-a' 4'-6" 5'-0" at top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3Y")nails with 3Y"TJI® 3s0 L; 2•-0" T-0" 4'-0" 6'-0" 1'-6" 2'-6" T-6" F-0" 5'-6" with connections equivalent to floor panel joist flange widths. 560 r-6" z'-6" T-6" 5'-0" T-o" r-o" 3'-0" a'-0" 5'-6" 6'-0" 6'-0"length of TJ IS joist 8"diameter maximum hole for 11%"- ® schedule. 110 r-a' r-0" '-6" -o" '-6" 3'-0" 5'-6" '-0" r-6" '-a' 2'-6" '- " " '-o" reinforcement and filler 16"deep blocking panels;6"diameter 1Y"TJ Rim Board 1Y"TimberStrand 210 r-0" r-6" r-o" 2'-0" T-0" 3'-s" s'-0" r-0" r-6" 2'-6" T-0" 5'-0" 5'-s" 6'-6" 4'-0"length of 2 , _ LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to 11X" 230 r-a' r-s° r-o° r-s^ 3'-0° 3'-s° 6'-s° r-o° 2'-0" r-s° 3'-s° 5'-s° 5'-s° �'-o" 9 8"diameter maximum hole for 11/ block. Use 4'-0 length maximum for blocking panels 9Y" ) reinforcement 16"deep blocking panels; 6"diameter with 9Y"and 11%"TJI deep or shorter than 12"long. one each at top and bottom flange. with one 8d(0.131"x 2y") 360 1'-s" z'-o" 3'-0" 3'-s" a'-6" 5'-0" �'-o" 1'-s" z'-s" 3'-6" a'-s" s'-s" s'-s" -s" Attach reinforcement to joist nail at each corner F1 applies to 560 r-6" 2'-6" T-0" 4'-0" 6-6" 6'-0" a'-0" 2'-6" T-s" 4'-6" 5'-6" T-0" T-s" 8'-0" 8"diameter maximum hole for on one side at E2, maximum for blocking panels 9Y" joists. Do not cut flanges. 1 pp' Web stiffeners 11%"- 16"deep blocking panels, g p with one 8d 0.131"x 2y") uniform/ 110 r-0" r-0" r-0" r-o" r-6" 2'-0" T-a' 6-6" r-0" r-0" r-6" 2'-0" T-6" 4'-0" s'-o^ 8'-o" both sides at E3 deep or shorter than 12"long. ( Horizontal blocking Y 210 r-o° r-0" r-0" r-6" T-o^ 2'-6" T-6" s'-0" -0" r-o" 7-0" 2'-6" 4'-0" 4'-6" s'-s° a'-s" Load from above required l both 6"diameter maximum for Do not cut flanges. 1Y"TJ®Rim Board 1Y" nail at each corner panels between each loaded joists 14" 230 r-o" 1'-0" r-0•• -s" 2'-6" 2'-6" 4'-0" T-a' r-0" 1'-0" 2'-0" T-0" 4'-0" F-0" T-0" 9'-0" sides at E1 ONLY blocking panels 9}L"deep or TimberStrands LSL. Nail with joist. Nail to top plate with only. 360 r-o" r-o° r-s° z'-s° 3'-6" 4'-0" 5'-6" e'-0" r-0" r-6" r-6" a'-a' s'-o° s'-6" 8'-0" 9'-6" shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of%" connections equivalent to Wood tk ��` 560 r-o" r-0" r-a' T-0" 4'-6" 5'-0" s'-6" 9'-0" r-6" T-0" a'-0" 6-0" T-0" T-6" s'-o° 10'-0^ y16 Do not cut flanges. 1Y"TJ®Rim Board or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`�e�et o���l� 210 r-o° r-o° r-a' r-0" 1'-0" r-6' r-6" 3'-6" 6'-0° 1' 1'-0° r-0" T-o" T-0" 3'-s" 9'-0" 8'-o° 1 r-o° TimberStrand® LSL. Nail with 12 length of%" ti�R`e et r,,�\�oaas 16" 360 r-o° r-o' 1=0° r-o° z=s° z'-s° a s" s-6° 9'-0° o° r-o° 1=s" s=a' S'-a' S'-s" 9'-0" 19'-0" 1 r-6° one side at E5, 10d(0.131"x 3")nails,one Attach reinforcement to g each at top and bottom flange. joist web with 3 rows Full depth vertical both sides at E6 reinforcement on one side �Ga�`��e tit J��Eot� 560 r-o" r-o" 1'-0° r'-o° r-s° 3'-0" 5'-0" T-s° 1o'-a' r-o" z'-o" 3'-0° a'-s° s'-s° �'-o" 10'-0° 1r-o° 10d(0.148"x 3")nails at 6" blocking between at E7,both sides at E8 F1 �e�`g 4" 5•' 6" T' 8" 10" 12" 15" 17" 4" 5'1 a" T' 8" 10" 12" 15" 17' Attach reinforcement on-center,clinched. Use 2 each joist 360 1'-0" 1'-0" 1'-0" 1'-0" T-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" 2x4 minimum p as Less than 5" 1e blocks to joist flange with 2" rows with 9Y"and 11%" Less than 5" 5so r-o" r-o° r-o" r-o° z-o° a'-s" �'-a' 1 r-a' 2'-0" 3'-s" 5-4- squash 8d(0.131"x 2Y")nails at 6" a�`� TJI®joists. 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-0" 4'-0" T-0" 10'-6" 1Y"TJI'Rim Board or 2"\taata on-center.When reinforcing E5 E6 Gap': WEB STIFFENER ATTACHMENT 20 560 r-0" r-a' r-0" r-o" r-°° z'-o" CS Use 2x4 minimum squash blocks to ® Face grain ap a"minimum 1Yil TimberStrand LSL. R` both sides, stagger nails. 2Y maximum Table B - Intermediate or Cantilever Support transfer load around TJI®joist E1 E1 Nail with 10d(0.131"x 3") E2 E3 horizontal E4 Not for use with 3%"TJI®joist flange widths 1. 3 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort nails, one each at top and (1Y"for TJ Is Nailing: bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJI®joist blocking with end DEPTH 2 g a" 5" sJ�" 7" aX 11" 13" z" 3" a" 5" s}�' 7" aX" 11' 13' blocks installed at 3 Web stiffener both sides. adhesive to all Y joist-span See sizes below. *With point load from above,and no support 110 2'-0" z'-6" 3'-6" 4'-6" T-6" 1'-6" T-6" T-6" 5'-6" 6'-6" Flush bearing plate required. P ' pP Structural exterior sheathing locations using 210 r-o° z'-6° 3'-6^ 5'-0° 8'-a' z'-o° 3'-0° a'-o" s'-s° T-s" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum overhang contact surfaces below,install web stiffener tight to top flange sj�" be a minimum of 60% g g Flashingtwo 8d(0.113"x 2y") Ti ht fit* 230 r-s° 3'-0° a'-o° 5'-s° e'-6" 2'-0" T-6" 4'-6" s'-s° T-6" 9 (gap at bottom flange) of'Dist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 3so 3'-0° a'-o° s'-6" s'-s" 9'-0' 3'-0' a'-s° 5'-s° 7'-s° e'-o'• II y p nails when possible. flange with face mount hangers). a�` Nailing Requirements 5so 3'-s" 5'-0" 6'-0" T-6" 10%0" a'-a' S'-6" s'-6" s'-o° s'-0" Clinch nails when possible. Treated 2x_ o\S�sP 2y"screws, TJI®Joist Series Depth Minimum Web Number Nails 110 '_ " 1'-0" •_ „ - „ „ „ ., v-6" „ „ •- ' ledger 3� ap' typical (in.) Stiffener Size Type 210 r-a' r-o° r-o° 3'-0° 4'-6" 5'-0" 9'-o" '-a' r-a' 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" d` End Intermediate � II i See fastener ® 110 All Y"x 2Y16""' 11W 230 1'-0" 2'-0" 2•-6" 3'-6" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" T-6" F-0" 8'-6" 9%0" 10'-6" 1Y"TJ Rim Board or ' ••�"••' table below. Maintain 3 „ 5 ,u� $d 360 2'-0" 3'-0" 4'-0" 5'-s" T-0" T-6" 11'-0" 2'-0" 3'-6" 5'-0" T-0" 9'-s" 9'-6" 11'-0" Top mount 1Y"TimberStrande 210 All Y4 x 2/6' 660 r-6" T-0" 4'-6" 5'-6" 8%0" 9'-6" 12'-0" 3'-0" 4'-6" 6'-0" 9'-0" 10'-6" 11%0" 12'-0" hanger N M 2"distance(minimum)from LSL. Option#2: 230&360 All %"x 2%6"(1' (0.113"x M") 3 3 110 1'-a' 1•-0" 11-0" 1'-0" 2'-0" z'-6" 4'-6" 8'-6" 1'-0" r-o" r-0" 2'-6" 5'-0" s'-0" 9'-0" 12'-0" edge of ledger to fastener. 2x strapping installed atY 16d 210 r-o° r-o" r-o" r-a' r-6° 3'-0° 5'-s° 9'-6° r-o° r-o° r-o° 3'-6° s'-o° T-°° 10'-0° 13'-0° Backer block joist-span locations using two 560 All 2x4(2' 14" 230 r-0" 1'-0" r-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" T-6" 4'-0" 6'-6" T-6"' 11--0" 13'-6" Face mount Allowable Load(Ibs) 1 p 9 0.135"x 3} ") both sides of web ( 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger 1 "TimberStrand® 2Y"screws perjolst,typical with single TJI®joist Fastener Ya 1y"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board 560D 20 2x4`21 16d 5 5 210 r-0" r-o" r-0" r-0" r-o° 0° 3'-s° 6'-0" 10'-0" 0" 1'-0" 1'-0" 6" 4'-6" 5'-s" 10--0" 2'-6" 16'-0" Web stiffeners required if sides of Option#3: q With top mount hangers,backer block required only 2"lag bolt 610 aso Directly applied ceiling 22""' (0.135"x 3A") 6 11 16„ 230 r-0" r-o° r-o° r-o° r-s" r-o° a'-a' s'-s° 11-o° r-a' r-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" H1 hanger do not laterally support at H2 H3 24""' 6 13 360 r-o° '-°" -o° r-o" 3'-0" 4'-0" 6'-6" 10'-0 13'-s" r-a' '-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0° a'-6' T-a' ®. for downward loads exceeding 250 Ibs or for uplift Corrosion-resistant fasteners required for wet-service applications. When s ecified on the la out, one of W O least Y"of TJI joist top flange O G PB1 p y 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'0" 1'-0" 1'-0" 3'6" 5'-6" 9'-0" 10•-0" 14'6" 16'-0" 18'-0" conditions.For nailing requirements see page 5,TJ- O O (1)PS1 or PS2 sheathing,face gram vertical the bracing Options above is required 2 Construction grade or better 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" T' 8" 10" 12" 15" 17" 9001, Weyerhaeuser installation Guide for Floor and ( ) 9 t Roof Framing, TJ-9001. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists 18„ 360 r-o" r-a• r-0" r-6" 3'-0" 6'-0" 9'-0" 15'-0" 1'-Or' 1-4' 4'-0" s'-6" 9'-0" 14'-6" 16'-6" 19'-6" 560 1'-0" 1'4' 1'-0" 1'-0" T-0" 6'-0" 10'-0" 16'-6" 1'-0" T-6" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 20--0" BEAM DETAILS FASTENING of FLOOR PANELS 360 1'_0" -o" a' 3'-0 s'-o" 1 '-o° 15'-6° r-a' a' r-s" '-o" T-o° a2' s'-6" 19'-0" zr-o" Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" p 9 p 560 1'-°" 1'-°„ 1'-0" 1'-°" 1'0" 1'-6" 5'-6" 12'-0„ 16--0" 1'0" 1'-0" 3'-0" 6'-0" 8'-6" 14'0" 1T-6' 19'-6" 20'-6" TJR(1)(2) Rim Board ly•• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. BEARING FOR DOOR Nail Size 110,210, 360 and Ilk'TJ® 14. TimberStrand®LSL Microllam® Parallam® y 14"or 18"or • Leave (minimum) p t g BEAM TO BEAM BEARING AT Depth �"or 9Yz"or 14"or 9Y"or 1a"or 18"or 8'of web minimum at to and bottom of hole DO NOT cut flanges. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Boar TimberStrand®LSL or wider LVL PSL P 14 7 ! 11/e" 11�" 11�" 16" 11/'• 16" 20" 16" 20' • Tables are based an uniform load tables in current de ign literature. 8d(0.113"x 2Y"),8d(0.131"x 2y") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+%" 2x8+X" 2x6+y" 2x8+y" 2xl2+Y" Two Two Two • For simple ( ) y t pp y 1Y"TJI Rim Board or Strap per code if top plate 2x6 2x8 pie span 5'minimum), loaded joists'sed in residential applications,one maximum size round hole may be located 14"TimberStrand® LSL IS not continuous over 10d(0.148"x 3"),12d(0.148"x 3ja") 4"(3) 4"(3) 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 at the center of the joist span provided that no other holes occur in the joist. or blocking for lateral header 16d(0.162"x 3Y") 6" 6" 16"(sl 6"(a) 6"(4) 8.1 6„ Cantilever 2x6 2x10 2x6+y" 2x10+y" 2x6+y" 2xl0+Y" Filler long long sheathing sheathing sheathing sheathing applicable ot Not applicable ALLOWABLE HOLE - Headers and Beams Support (1)Stagger nails when using 4"on-center spacing and maintain 1 y"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long pp panel edges)for diaphragms Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) 1.55E TimberStrand® LSL Headers and Beams Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI a joists. s „ s „ (Detail) / or/ y"or X" %"or 1"Net 2x6 2x8 2x12 plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least/z'and staggered. or H2 over Column (3)With 10d(0.148"x 1'/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. ) 2 x diameter of the Top mount (4)Can be reduced to a"on-center if nail penetration into the narrow edge is no more than 1 y"(to avoid splitting). (1)Ifnecessary,increase fillerand backerblock height forface mount hangers and maintain "gap at top ofjoist;see detail W.Filler and largest hole(minimu ) hanger backer block dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). Protect untreated (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 y"(to avoid splitting). }�depth Allowed hole zone Column Face mount ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor f- - ----- - ----- - Concrete and Roof Framing, TJ-9001. o L ----- ------- L1 L2 L3 See current Weyerhaeuser L4 ■Nailing rows must be offset at least y"and staggered. o o o 0 a 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. Header or Beam Maximum Round ■Maximum nail spacing for TJI®joists is 18"on-center. Joists must be laterally supported at Depth Hole Size cantilever and end bearings by blocking panels,hangers,or direct attachment to 9Ya"_9y„ 3" Multiple-Member Connections for Top-Loaded Beams 8' 8' 11y"-11 A" 3ys" TJI® "Dist framingdoes not a rim board or rim joist. Fastener Installation Requirements O 14"-16' 4ya" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone Width Plies Type"' Min. Length #Rows O.C. Spacing Location When fasteners are required on both blocking • Allowed hole zone suitable for headers and beams ith BEARING AT 10d nails 3" 3'2' sides,stagger fasteners on the second uniform and/or concentrated loads anywhere al ng the member. 12" side so they fall halfway between ; • Round holes only COLUMN 2 12d-16d nails 3 y" 2'2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. • Screws 3%"or 3Y" 2 24" H2 � 10d nails 3" 3'2' DO NOT bevel cut joist Al 12" Both sides joint Other Trus Joist® Headers an Beams 12d-16d nails 3y" 2(2) beyond inside face of wall. E2 between y joists Microllam® LVL B 3 1 DO NOT overhang Seat Cuts 1.3E TimberStrand® and Parallam®PSL 1Y" 3Y"or 34' Both sides ® on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Screws 2 24" Load must be applied evenly across 3. Y depth 5" One side entire beam width. Otherwise, use face of support member. largest hole(minimum) Verify column capacity 10d nails"' 3" 3'2' connections for side-loaded beams. DON in cut,notch or drill and beam bearing 12, One side --- -- holes in headers or beams L5 length.See current 4 12d 16d nails" 3y" 2fz' (per ply) d --� except as indicated in . o L--- ---J o o illustrations and tables. Weyerhaeuser literature. Screws 5"or 6" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS ° ° 6%" One side L6 form a header or beam of the required size, up to a TJI®rim joist Microllam® Lv and other Trus Joist®Beams 5"or 6" Both sides maximum width of 7" 1Y"TJ®Rim Board or Parallam®P(SL Header or Beam Maximum Round Screws 3 „ 2 24" A2 L3 14'TimberStrand® LSL. allowed hole zone Depth Hole Size 3y' 2 6/ One side middley span 4%" 1" Y"bolts 8" 2 24" TM Ll d 1.3E TimberStrand0 LSL allowed hole zone d % 1y" (1) 10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWP B1 7y"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only BEAM ON NAILING AT BEARING FLOOR L5 No holes in cantilevers. � COLUMN CAP (FLOOR) O TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 z • No holes in headers or beams in plank orientation. W ® (Load bearing wall above) 2 1Y"TJ Rim Board or %" ". 14'TimberStrandS LSL. One 10d 0.128"x 3" Joist may be shifted up to 3"if Use B1 or B2 at 2 WARNING ( ) floor panel edge is supported P B4 intermediate bearings U One 8d 0.113"x 2Y') nail into each flange ( and span rating is not exceeded. With load bearing or nailIeach side. Drive Do not cut joist flanges. g Joists are unstable until braced laterally \ nails at an angle at Plumbing Drop braced/shear wall g Bracin Includes: P1 least 1Y"from end. from above • Blocking • Sheathing • 9 Strut Lines End of joists • Hangers • Rim Board • Rim Joist 3Y"minimum � of supportat COLUMN BASE 1Y"minimum end bearing intermediate bearing Also see detail B2 single-family applications 5y"may be required for maximum H1 Shear transfer.,Connections equivalent capacity ° 1 1`o floor panel nailing schedule • � t� d Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack building W S / until braced. that are lying flat. materials on unsheathed 1Y"TJ®Rim Board, TJI 560 rim joist: Toe Additional joist is required if o Q 1Y"TimberStrand® LSL or nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists. Stack only over p ® floor panel edge is unsupported (4 ' WARNING NOTES: beams or walls. TJI 110 rim joist: nails,one each side of or if span rating is exceeded. °' a. Exterior Deck P2 One 10d 0.131"x 3" nail TJI®joist flange 0 ° o LA DO NOT use sawn Lack of proper bracin during construction can result in serious > ( ) 1 9 TJI 56 Attachment accidents. 9bserve the following guidelines: into each flange floor joist .: ;� lumber for rim Structural g TJI®210,230,and 360 rim •' ° board or blocking, ®. INSTALLATION TIPS O sheathing 1.All blocking,hangers,rim boards and rim jois at the end supports of the TJI Joists must be completely installed and properly nailed. W ELEVATED joist: O as It may Shrink 2.Laterial strength,like braced end wall or an a fisting deck,must be established at the ends of the bay.This can also be Q 4 Q Q One 16d 0.135"x 3 " nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished b a temporary or permanent dec (sheathing)fastened to the first 4 feet of joists at the end of the bay. COLUMN BASE ( Y ) p Use only 3.Safety bracing of 1x4(minimum)must be nail d to a braed end wall or sheathed area(as in note 2)and to each joist. 13/4'minimum bearing into each flange Top view may not be required. Locate rim board joint between joists. O Safety bracing(1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. PROJECT #: BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62). Packing out the web from direct contact with See ALLOWABLE on-center for TJI® 110 joists)and 4.Sheathing must be completely attached to ea h TJI®joist before additional loads can be placed on the system. ® 0 H3 HOLES 5.Ends of cantilevers require safety bracing on oth the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute concrete 1}1"knockouts extended to a braced end wall. 6.The flanges must remain straight within 1/2"fr m true alignment. 1Y8"TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with Warning: Drilling,sawing,sanding or machilhin wood products generates wood dust. The paint end/or coating on this SERVICE #: .'�� ''""•'" '.' ;< 1Y"TimberStrand® LSL. 12"on-center two 8d(0.113"x 2Y")nails minimum g• g, g, 9 9 P 9 p 9 " •�" •When joists are doubled at non load bearing parallel (see WARNING). product may contain titanium dioxide.Wood ust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for ,r Bearing plate to be to cause cancer. For more information on Pr position 65,visit w .com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian If applicable)or rout ' Drive nails at an g e ( pp ) of wall or beam SHE 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). . Weyerhaeuser, Microllam, Para lam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of ET side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser Weyerhaeuser NR. © 2014 W yerhaeuser NR Company. All rights reserved. 1yz"minimum from end end and intermediate bearing lengths. ENGINEERElY WOOD PRODUCTS a O f wM February 2014 Reorder TJ-4015 D5 This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information.