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HomeMy WebLinkAbout52915-Z TOWN OF SOUTHOLD Q BUILDING DEPARTMENT 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#: 52915 Date: 04/27/2026 Permission is hereby granted to: Charles Vansant 200 Exchange St Unit 513 Providence, RI 02903 To: Construct new single family dwelling as applied for,with SCHD,ZBA#7751 and Planning Board approvals. *New SCTM# must be obtained prior to the issuance of CO Premises Located at: 1135 Smith Rd, Peconic, NY 11958 SCTM#98.4-12 Pursuant to application dated 02/11/2026 and approved by the Building inspector., To expire on 04/26/2028. Contractors: Required Inspections: Fees: CO Single Family Dwelling-New $100.00 Single Family Dwelling-NEW $3J10.00 S3,210.00 V' e Burling Inspector tFID ` TOWN OF SOUTHOLD--BUILDING DEPARTMENT n Town:Pall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 sotitholdl, °o . Date Received APPLICATION FOR BUILDING PERMIT For office Use only N " ,� ,/ u PERMIT NO. Building Inspector. r q y FEB 2026 Applications and forms must be out in their Incomplete .Incom " APPI Y � applications will not be accepted. Where the Applicant is not the owner,,an Owner's Authorization form(Page 2)shall be completed. ol � Date: February 5, 2026 OWNER(S)OF PROPERTY: Name:C✓harles Vansant & Kavita Vansant SCTM#1000- Project Address: 113,5 Smith Road, PeconiC NY 11958 Phone#: Email: Mailing Address: CONTACT PERSON. Name:McC✓arthy Management, INC . . Mailing Address:48520 CR-48 Southold, NY 11971 Phone#:631 .765.5815 Email:colin.mccarthy@thomasjmccarthy.com DESIGN PROFESSIONAL INFORMATION: Name:Jeffrey T Butler, P.E., P.C., ............... Mailing Address:P.O. Box 634 Shoreham, NY 11786 Phone#:631.208.8850 Email:jeff@butler--ae.com .... CONTRACTOR RACXOR INFORMATION: r'4CARTHY Name:McCarthy Management, INC I eme t, fl0» . 46520 C�R 48 Southold N Y 119 71 r R ,souct,ota,New York 11971 Mallin Address: - G( �� 75�-5815-.��� (631)7b„5-581bFAX Phone#:631.765.5815 Email:colin.mccarthy@thomasjmccarthy.com DESCRIPTION OF PROPOSED CONSTRUCTION P New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other 890,000.00 Will the lot be re-graded? ❑Yes CP No Will excess fill be removed from premises? RYes Pl No .......... PROPERTY INFORMATION Existing use of Property: Non-improved Intended use of property: S F R 1 000 Zone or use district in which premises is situated.-, Are there any covenants and restrictions with respect to R_40 this property? FlYes ❑No IF YES, PROVIDE A COPY. W Ch e c k B ox Aft e r Rea d i ng-. The owner/contractor/design professional is responsible for a I I d ra i nage 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, a d d itlons,alterations or for removal or demolition as herein described.The applicant agrees to comply with a I I 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 210.4S of the New York State Penal Law. ApPlication Submitted By(print name):McCarthy Management, Inc. RAuthorized Agent ElOwner Signature of Applicant: Date: 2/5/2026 STATE OF NEWYORK) SS: COUNTY OF SUFFOLK McCarthy Management, Inc. bung duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, Whe is the AUTHORIZED AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners.,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of February 20/.6 Notary Public PROPERTYOWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 BOARD MEMBERS Southold Town Hall 53095 Main Road� P.U. Box 1179 Leslie anes Weisman, Chairperson � , Patricia Acampora sow Southold,NY N 119 71-0959 Robert Lehnert Jr. 40i Offiee Lo at. . Nicholas.Planamento �,� Town Annex/First Floor �;� 543 7 5 Main Road(at Youngs Avenue) Margaret Steinbugler COUN Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TTO'vrN OF SOUTHOLD 1 3 20126 Tel. (631) 765-l 809 EXTENSION DETERMINATION Regular Meeting a/,,, ZBA FILE.#7751 NAME OF APPLICANT: Charles and : avita Vansant PROPERTY LOCATION: 1355, aka 1288 Smith Road, Peconic, NY SCTM#1000-98-4-12 S CTM#1000-9 8-4-13 BA IS O APPLICAT'hO Request for Variances from Article IV, Section 280-18; based on an application to change a lot line of two existing lots; 1) Proposed lots A and B at less than the code required lot size of 40 000 2 square feet; Proposed lots A. and .B at less than the coded required minimum lot depth of 175 feet; q � p located at 1355, aka 1285 Smith Road, Peconic, NY. SCTM#1000-98-r4--12, l 000-9 8-4-13, 1000-98-4-14. DATE F PUBLICHEARING: March 2, 2023 and April 6, 2023 This request for variances was originally granted Subject to Conditions on April 20, 2023. By letter dated March 197 2026, Thomas McCarthy, on behalf of his client, requested an extension of the variance relief: RE SOLUTION I ' " ��^ OARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Acampora, and duly carried, to GRANT the applicant's request that the above cited determination be extended beginning April 20, 2026 and to expire on April 20, 2027 per Chapter 280-146 of the Code of the Town of Southold. All Conditions of approval shall remain. Vote of the Board: Ayes: Members ''Weisman, Planamento, Lehnert, Acampora, and Steinbugler. This Resolution was duly adopted (5-0). Elie Kanes Weisman, "ha r person Approved for filing /" 202 r. 1 I Thomas I McCarthy .eal Estate, Inc. wAhoma j mccarthy.com March 1% 2026 Southold Town Zoning Board of South g Appeals Route 25 Southold,NY 11971 a Att: Chair Welsmann RE: FILE 7751 Dear Leslie, I am writing to Request an extension of the permissions granted in ZBA.file 7751 for Charles and K.avita Vansant at 1355 AKA 1288 Smith.Rd., Peconic New York. I am enclosing a copy of the fully endorsed, Planning Board Map, stamped by the Planning Board as well as the Health Department and filed in the Suffolk County Clerks office as map# 123 83 filed 3-12-26. I have been informed by the Building Department that they need new tax map numbers in order to issue the building permit. I am pursuing this request through the Assessors Office issuing a 102 form in order to get Suffolk County Real Property mapping department to issue new tax map numbers. Depending on the timing of their issuance, our permissions may expire. Your assistance is greatly appreciated. Sincerely, W„.,. NO, '+wamiainWNnm, m Thomas J. McCarth Eric- bled map 12383 3-1 2-2 6 46520 Route 48 Tel. 631.765.5815 Southold, NY 11971 Fax.631.7 65.5816 office* thoma j .ccarthy.com BOARD MEMBERS Southold Town Hall Leslie T.anes Weisman,Chaup e-son• so 53095 Main Road*P.O.Box 1179 00, Patricia Acarnpora Southold,NY 11971-0959 Eric Dantes Of ice Locat o Town Annex(First Floor Robert Lehnert,Jr. � u. Nicholas Planamento- �'" .54375 Main Road(at Youngs Avenue) � ��, �"" Southold,NY 11971 UNV% a mm RECEIVED http://southoldtownny.gov piloat it:60#V*.k TONING BOARD OF APPEALS A PR 2 4, 2023 TOWN OF SOUTHOLDAL Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 20,2023 ZBA FILE#7751 NAME OF APPLICANT: Charles and Kavita'Vansant PROPERTY LOCATION: 1355, aka 1288 Smith Road, Peconic,NY SCTM#1000-98-4-12 SCTM#1000-98-4-13 SCTM#1000-98-4-14 RA rTTTR,M�iATICN`. The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SU'FFOLK CQl "I �� IIS N1T. .1VE CO�� : This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. WRP, DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. OWN'OF SOS"°T��IOLD P�LA ING �OARDR The application was referred to the Southold Town Planning Board for comment. In a memorandum dated April 15,2023,the Planning Board stated that they have no objection to the area variances required to allow the lot line to be relocated between the two lots as proposed. � ROP6'RTY TACTS D SC;. PT1 ' The subject properties are non-conforming totaling 46,486 square feet located in the R-40 Zoning District. The northerly property line measures 148.19 feet, the easterly property line measures 350.35 feet, the southerly property line measures 161.72 feet and the westerly property line measures 350.00 feet and is adjacent to Smith Road.Lot#12 currently is 15,044 square feet and is unimproved wooded parcel, lot#13 is a 15,495 square foot lot and is an unimproved wooded parcel, lot# 14 is a 15,946 square foot parcel with a frame one-story residence with a detached fume garage as shown on the survey map prepared by Pat T, Seccafico, LS,and last revised May 25,2022. A single and separate title search was conducted by the applicant's representative and accepted by the Town Attorney's office. The search indicated that two of the subject lots (#12 and #13) have merged by operation of law, thereby resulting in this request for a lot line change of two lots. A,SIS OF A PL�1CAT`I . Request for Variances from Article IV, Section 280-18; based on an application to change a lot line of two existing lots;'I)Proposed lots A and B at Tess than the code required lot size of40,000 square feet; 2) Proposed lots A and B at less than the coded required minimum lot depth of 175 feet; located at 1355, aka 1285 Smith Road, Peconic,NY. SCTM#1000-98--4-12, 1000-98-4-13, 1000-98-4-14. Page 2,April 20,2023 #7751,Vansant SCTM No. 1000-98-4-12, 13& 14 REL[E'F,, WED: The applicant requests variances to create two lots measuring 22,736 sq. ft. and 23,750 sq. ft. instead of the required 40,000 sq. ft. and with lot depths of approximately 148.19 and 154.95 sq. ft.,respectively, instead of the required 175 feet lot depth. ADDITIONAL IN" m The applicant's representative did not apply to the Building Department to seek administrative approval or a Notice of Disapproval from the Zoning Officer of the Town. During the first hearing of March 2, 2023, the Board adjourned the applicant's public hearing and requested that single and separate title searches by es be conducted on subject parcels. A search was completed and accepted the Town Attorney's office, ear 91 which indicated that two of the subject lots(#12 and#13)have merged by operation of law. F fN DINGS OF FACT, A ON A ,RD ACT ION.", The Zoning Board of Appeals held a public hearing on this application on March 2,2023 and April 6,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal * r1lborhood,and other the Zoning Board finds the inspection of the property and surrounding,neig, , , 1 3 following facts to be true and relevant,and makes,tlie f,61 towing,finding,$" 1. Town Law §2 b)(111. Grant of the variances will not produce an undesirable change in the character of the neig hborhood or a detriment to nearby properties. The new lot configurations resulting from the lot line change will not add to groundwater pollution, population density, or increased traffic. In addition, the size and depth of the proposed lots are comparable to many other lots in the subject area, as documented by a written analysis submitted by the applicant's representative. 2. Town Law,§267,W)(b)(�,J, The benefit sought by the applicant cannot be achieved by some method, feasible for the ap,plicant to pursue,other than'.an area variance. Parcel A is proposed to.be 22,735 square,fiect and, Parcel B is propos,ed,to be 23,750s,quare feet where the code requires 40,,000 and the lot,depths are also non-confomiing,, 3. fl,"ow,n",Law��,§,2,6,7-bL3,")Qh�3 . The variances granted herein are mathematically substantial,representing 43%and 41%relief from the code for lot size and 15%and 12%relief from the code for lot depth. 4. Tom`n 1,,aw Aj,!L7-bQ).,(.b),D4 . No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Towns,Stonn Water Management Code. and any future residential construction on the undeveloped lot,will require the installation ofan '[A,sanitary system. S. Town''Law,§2L7-W) bj U5 . The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations under the Zoning Code in effect prior to or at the time of purchase. &.W 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a lot line changeconsisting of two lots while preserving and protecting the character of the neighborhood and the health,safiety,and welfare of the community. RUML,�UTIO,N Of 17HEBOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variances as applied for and shown on the survey map prepared by Pat T. Seccafico, LS, and last revised May 25, 2022. Page 3,April 20,2023 97751,Vansant SCTM No. 1000-98-4-12, 13& 14 SUBJECT TO THE FOLLOWING CONDITIONS., 1. The app licant shall submit a revised survey, signed and sealed, accurately depicting the key map and the existing lots. 2. Subdivision approval from the Town of Southold Planning Board shall be required. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board ofAppeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certy1cate of Occupancy, when issued. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. V"ORTA NT'LIMTS ON THR APPROVALM(GRANTED HEREIN Please Read,Careftift, Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformilies under lire zoning code. This action.does not authorize or condone any current or_ uture use, setback or other_ of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. , 11 TIM E 141MITS ON T,HIS APPROV Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed (3)consecutive one(1) ff IS , OPERTY 0,"VVNI"ER'S'RESPO,,NSIBILITY TO ENSM'COWLIANCE WITH, year terms.. THE PR 0,11 IH T DES HEREN.Failure to comply in a timely manner�E.......C UIRE IM, FRALMM ,C' may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora, Mantes,Lehnert,and Planamento(5-0). Leslie Kancs Weisman, Chairperson Ap proved for filing /'2//2023 � �� ,;,, , MAILING ADDRESS: OFFICE LOCATION: ��µ� P.O. Box 1179 Town Hall Annex d NY' 11.971 ' ��° outhol 54375 Mate Route 25 cor. Main Rd. &Youngs Ave.) Telephone: 1 765-19" S " Sout holdto�ny. ov Southold N' � v Id µ. COUNV PLANNING BOARD OFFICE March 10, 2026 TOWN OF SOUTHOLil Mr. Thomas McCarthy McCarthy Management, Inc. 46520 County Road 48 Southold, NY 11971 Re: Final Plat Approval Re-ia.Sue il ansant eSU d'��s on Located is East s , of rn nth Road �� Peconzc .f �e�t south of India Neck Road, �o Zoning District. R-40 S CTM Dear Mr. McCarthy: �� adoptedmeeting of the Southold `own Planning fol�o ���n resolution was adopted at a rri � The g Board on Monday, March 9, WHEREAS,this N1#1000 -98-4-13 �1n o e t r e e - will adjacentwith the �, is s , at threeparcels become two., SCTM#1 s .. and, , l incr to ease , o � 1 ,will 750. , q 'lances ncre forming , v r c d area y r eliminated. Both resultingts remainrn�� n Zoningfromthe Board of Appeals (Fille#7751); and the Town Planning Board granted Finall l o t20 " , Nisi prepared by � 411 1 � a nd Approval, n t t Oct r 01 Surveying � July 2 2 t S,eccafico Land ossued, on June 2,, 2025 and re-issued ark on September, and this approval 2025; and WHEREAS, on February 2 , the agent for the applicant requested the ' n a,l Plat Approval r -i d t provide r t to complete he work necessarycomplete the process*� therefore o Vansant Resubd Page 12 March 10,,2026 RESOLVED, the Southold Town Planning Board re-issues Final Plat Approval upon the map entitled "1135 Smith Road Land Division" prepared by North Star Engineering, dated July 12, 2024, and last revised March 25, 2025. Upon endorsement of the Final Plat by the Chairman, the mylars and paper prints must be picked up at this office and the Final Plat filed with the Suffolk County Clerk by the applicant within 62 days of the date of Final Plat Approval, or such approval shall expire. Final Plat Approval shall be determined in accordance with §276 of the New York State Town Law. The Final Plat is void if revised after approval. No changes, erasures, modification(s), or revisions shall be made to any Final Plat after it has been approved by the Planning Board, and such approval has been endorsed in writing on the plat, unless the said plat is first re-submitted to the Planning Board and the Planning Board approves any , modifications. In the event that any such Final Plat is filed without complying with this requirement, the same shall be considered null and void, and the Planning Board shall institute proceedings to have the Final Plat stricken from the records of the Suffolk County Clerk. If you have any questions regarding the above, please contact the Planning Board office at 765-1938. Respectfully, James H. Rich III Chairman .,I I uenerated byREScheck=Web Software Co pl"iance Certmif=icate Project 1135 Smith Road Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area. 2,332 ft2 Glazing Area 16% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Ic CARTHY ne Has Ba ��ry: false and men Inc Has Heat Pump: false Route 48,Southold,New York 11971 765.5815 (631)765-5816 FAX Construction Site: Owner/Agent: Designer/Contractor: 1135 Smith Road Peconic, New York, NY Compliance: Passes using UA trade-off Compliance: 10.9%Better Than Code Maximum UA: 368 Your UA: 328 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Cade 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. minimumSlab-on-grade tradeoffs,are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade . . Assemblyassembly in the specified climate zone must meet the E velop sembfiles. Gross Area Ceiling: Flat Ceiling or Scissor Truss 11836 49.0 0.0 0.026 0.026 48 48 Ceiling 1: Cathedral Ceiling 496 30.0 0.0 0.034 0.026 17 13 Wall: Wood Frame 16" o.c. 1,962 21.0 0.0 0.057 0.060 94 99 Door: Glass Door(over 50%glazing) 126 0.300 0.320 38 40 SHGC: 0.30 Window 1:Vinyl Frame 180 0.300 0.320 54 58 SHGC: 0.30 Floor: All-Wood Joistfrruss 2,332 30.0 0.0 0.033 0.047 77 110 Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 1 of10 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. JEFFR.EY T BUTLER., PE I'Vame- Title Signature Date T fY 15 SI lie N N i re Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 2 of10 RESch eck o ware Version E ch c = eb 1"1 e 1 1"1 Checkl'lst Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section 1 Plans Verified Field Verified Pre-Inspection/Plan Review Value Value Complies*7 Comments/Assumptions I& Re JD � ............ ............ ........ 103.1, Construction drawings and 103.2 documentation demonstrate 'nDoes Not [PR1]1 energy code compliance for the ,[]Not Observable building envelope.Thermal �nl\lot Applicable ,envelope represented on ,construction documents. ...................... 103.1, ':Construction drawings and F-lComplies 103.2, documentation demonstrate ODoes Not 403.7 energy code compliance for ,,[:]Not Observable [PR311 lighting and mechanical systems. -1Not Applicable Systems serving multiple ,F !dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302,1p Heating and cooling equipment is Heating: Heating: UComplies 4031.7 sized per ACCA Manual S based Btu/hr Btu/hr :,[.]Does Not [PR2J2 on loads calculated per ACCA Cooling: Cooling-.1 IFINot Observable Manual J or other methods Btu/hr Btu/hr tlNot Applicable approved by the code official. Additional Comments/Assumptions: ............................................ High Impact(Tier 1:)WW 7l— [�'60W Me ium Impact(Tier 2) Impact Tier 3} Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 3 of 10 S ectilon Foundation Inspection Complies? Comments/Assumptions & 303.2.1 A protective covering is installed to ,nComplies [FOIJ]2 protect exposed exterior insulation �'nDoes Not and extends a minimum of 6 in. below r �nl\lot Observable grade. ,,,«n r,»r Aot Applicable 403.9 Snow-and ice-melting system controls'EComplies [FO12]2 I 'installed. ;nDoes Not flNot Observable, DNot Applicable Additional Comments/Assumptions: �i g hImpact� ff(Tier 1 2Ledium lmpact(Tier 2)= Impact(Tier 3... Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 4 of 10 Section o . # Framing 1 Rough-In Inspection Flans Verified Field Verified Complies? Comments/Assumptions BSc Re q.I[�► Value Value � �Cmplies See the Envelope 402.1.1, g g � � � n velop a Assemblies Glazing U-factor(area-weighted U- U- _..._. 402.3.1, average). '[]Does Not table for values. 402.3.3, 402.5 tlNot Observable [FR211 C]Not Applicable 303.1.3 U-factors of fenestration products C]Complies [FR4]1 are determined in accordance nDoes Not with the NFRC test procedure or ZINot Observable taken from the default table. +E]Not Applicable uuummmmmmmmmmmmmmmmm m�nrmmmmmimmmry a�mmmmmmme Kw,ro/mmNyli�;�rn�yNiLYfu Pvry rrewroN�s. «rwvwmw�vwww:.u.wwwnoT u�lmwmaa v ua o uu wP rvivvuw mmmr uwra�wrvw�bA.nmm mm ..... uuum uuum i 402.4.1.1 ;Air barrier and thermal barrier ]Complies [FR2311 installed per manufacturer's C—DDoes Not instructions. �a. ❑Not Observable m. .mmmmmmmmmm �mmmm�...��.mmmmm...�mm T]Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies [FR2011 ;is listed and labeled as meeting —1Does Not AAMA/W D MAICSA 10111.S.21A440 ° or has infiltration rates per NFRC °[]Not Observable �, 400 that do not exceed codeRNot Applicable r. limits. n 402.4.5 IC-rated recessed lighting fixtures Complies [FR16]2 sealed at housing/interior finish '7Does Not 1 and labeled to indicate <2.0 cfm leakage 75 Pa. ,C eaks ]Not Observable g �71\lot Applicable •^ ,mu«m^ ,^,^• uuuummmmmmmmmmmm�mmmmmmmmmm ,mmrm,mmrm www.wwmm.............. ni mm�mmm�n�mv;...mmmmmmmmmm mmmmimmmmm wv�v�v wiu vww vinF�wm�mmmmnnn .._. ...r 403.3.1 Supply and return ducts in attics Complies [FR12]1 insulated >= R-8 where duct is '7Does Not >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and Observable pp Y TC Not Applicable return ducts in other portions of PP ,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. e 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]i boxes are sealed with T�Does Not o jointslseams compliant with International Mechanical Code orC]Not Observable International Residential Code, as ClNot Applicable applicable, , 403.3.5 Building cavities are not used as ❑Complies [FR15]` ducts or plenums. 'F]Does Not Observable �.. ���r» TINot Applicable 403.4 HVAC piping conveying fluids R R- lComplies [FR17]2 above 105°F or chilled fluids 'E]Does Not below 55°F are insulated to >R- ;�� ;�G Observable 3 C]Not Applicable 403.4.1 Protection of insulation on HVAC 'EComplies [FR24]1 piping. El Does Not ❑Not Observable TINot Applicable 403.5.3 Hot water pipes are insulated to R- R- :❑Complies [FR18] >R-3. :F]Does Not _. ❑Not Observable ❑Not Applicable 1403.6 Automatic or gravity dampers are EComplies [FR19]2 installed on all outdoor air Does Not intakes and exhausts. C]Not Observable T]Not Applicable — � �....�mmmmmmmmmmmmmmmmmmmmmmmmmmmmmm (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Ti er 3) [�1 Hig�hlmpa�ct ..����....��� Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 5 of10 Additional Comments/Assumptions: =� H 6 c (Tier ) .. � ( � (Tier 3) 4 edium 1m apt Tier� =Low ��mmmmm............... . n Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 6 of10 Section Plans Verified Field Verified I # Value Value Insulation Inspection Complies? Comments/Assumptions , &Rea.ID .............. 3031 A nCompliesll installed insulation is labeled 'nDoes Not [1,N13]2 or the installed R-values provided. .[]Not Observable ONot Applicable ............................................................................................................---—---- 402.1.1, Floor insulation R-value. R- R- nComplies See the Envelope Assemblies 402.2.6 F-1 Wood n Wood FlDoes Not table for values. [INI]I M Steel Steel FlNot Observable T-INot Applicable ............................................... .............................................. 303.2, Floor insulation installed per ElComplies, 402.2.8 manufacturer's instructions and T�Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor -]Not Observable T]Not Applicable framing cavity insulation is in contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.11, Wall insulation R-value. If this is a, R- R-1 TlComplies See the Envelope Assemblies 402.2.51 mass wall with at least Yz of the FJ Wood n Wood TIDoes Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation n Mass n Mass ]Not Observable requirement applies(FR10). n Steel ❑ Steel TlNot Applicable T-lComplies 303.2 Wall insulation is installed per » � _ ....� . WW [IN4]1 manufacturer's instructions. Does Not -1Not Observable 'FlNot Applicable Additional Comments/Assumptions: EJE -1 mp.ac,,It(Tier Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 7 of 10 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions p Value Value: Re .l D mmmmmmmmmmmmmm., 402.1.1, Ceiling insulation R-value. R� R- nComplies "See the Envelope Assemblies ._.... 402.2.1, Wood ;❑ Wood ❑Does Not table for values. 402.2.2, F] steel n steel :]Not observable 4o2.2.s [Fill' F-]Not Applicable f 4 303.1.1.1, Ceiling insulation installed per "Complies 303.2 manufacturer's instructions. = C--1Does Not [F12]1 Blown insulation marked every 300 ft . ENot Observable ❑Not Applicable m .... �mmmmmmmmm...................m� .mmmmm..... � 402.2.3 Vented attics with air permeable ',',,nComplies [F[22] insulation include baffle adjacent ;rODoes Not to soffit and eave vents that extends over insulation. 1INot Observable C�NotApplicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ;Oboes Not adjacent assembly. F]Not Observable ❑Not Applicable mmmm mmmmmmmmm�� . 402.4.1.2 Blower door test @ 50 Pa. <=5 ACM 50 ACH 50 !nComplies [F117]1 ach in Climate Zones 1-2, and TODoes Not <=3 ach in Climate Zones 3-8. FINot Observable ;❑Not Applicable 1403.3.3 'Ducts are pressure tested to cfm1100 cfm 100 ;❑Complies [F12711 determine air leakage with ft2 ft2 ODoes Not either: Rough-in test:Total a measured with a � °F]Not Observable leaks r g -]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. Postco n stru cti o n test:Tota 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 cfm1100 cfm1100 C]Complies [F14]1 cfm1100 ft2 across the system or ft ft TIDoes Not c=3 cfm1100 ft2 without air handler @ 25 Pa. For rough-inF�Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection 403.3.2.1 Air handler leakage designated C]Complies [F12411 by manufacturer at<=2%of ;FDoes Not design air flow. I❑Not Observable ;❑Not Applicable rvmmmmmm....mmmmrvrvrvry .mmmm�mmmmmmmmm�mmm� 403.1.1 Programmable thermostats ,❑Complies [F10] installed for control of primary 'E]Does Not heating and cooling systems and initially set by manufacturer to RNot Observable codespecifications. 'FNot Applicable 403.1.2 Heat pump thermostat installed ❑Complies [F110]2 on heat pumps. ;FDoes Not ;❑Not Observable �FNot Applicable 403.5.1 Circulating service hot water _1Complies [F111]2 systems have automatic or 'ODoes Not accessible manual controls. ,[]Not Observable ❑Not Applicable impact{ ).......u u 1 High Impact Tier 1) 2 Medium Im p Tier 3 Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 8 of 10 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions & Re .11) Value Value IT, .............. ............. ................. 403.6.1 All mechanical ventilation system 'DComplies [F125]2 fans not part of tested and listed T]Does Not HVAC equipment meet efficacy and air flow limits per Table �F]Not Observable R4 0 3.6.1. T-Not Applicable ............... 403.2 Hot water boilers supplying heat "UComplies [F126]2 through one-or two-pipe heating 'ODoes Not systems have outdoor setback control to lower boiler water []Not Observable temperature based on outdoor TDNot Applicable temperature. ....................................... ...... 403.5.1.1 Heated water circulation systems []Complies '[F128]2 have a circulation pump.The T-lDoes Not system return pipe is a dedicated _lNot Observable return pipe or a cold water supply pipe. Gravity and thermos- ,T�Not 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. wwwwwwwu 403.5.1.2 Electric heat trace systems "IlComplies [F129]2 comply with IEEE 515.1 or UL T]Does Not 515. Controls automatically adjust the energy input to the T�Not Observable !nNot Applicable heat tracing to maintain ❑the desired water temperature in the piping. 403.5.2 Demand recirculation water COM,plies [F130]2 systems have controls that ,DDoes Not manage operation of the pump Observable and limit the temperature of the water entering the cold water "RNot Applicable piping to <= 104QF. 403.5.4 Drain water heat recovery units "]Complies [F131]2 tested in accordance with CSA "FDoes Not B55.1. Potable water-side pressure loss of drain water heat IFNot Observable recovery units < 3 psi for RNot App licable 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. 404.1 90%or more of permanent :7Complies [F1611 fixtures have high efficacy lamps. �F]Does Not T-INot Observable '7Not Applicable ............... 404.1.1 Fuel gas lighting systems have IF-]Complies [F[23]3 no continuous pilot light. ;Does Not ❑Not Observable T-Not Applicable .......... ...... 401.3 Compliance certificate posted. Tkomplies [F17]2 ,Does Not ;( Not Observable ,�nNot Applicable 2]:Me�di u m�l r��pac ................................................igh Inj ct(Tier 1Impact(Tier 3) Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 9 of 10 Section Plans'Verffie,d Field Verifiet! Final Inspect,ton IRrovisii.,ons Value,, Value comp'llies? Comments/Assumptions ............w�wrn ....... ----—- '303.3 Manufacturer manuals for "ElComplies (FI 18)3' mechanical and water heating RDoes Not ;systems have been provided. ..]Not Observable ',IRNot Applicable Additional Comments/Assumptions: .. p .... } u P � W,a....ct{Tier�� Low Impact(Tier 3�=� Project Title: 1135 Smith Road Report date: 11/01/24 Data filename: Page 10 of 10 o AOL 2018 ngy, (iciency Cert,"f'cate, .......................—---------- E�f,f"' 71 -------------- Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork(unconditioned spaces): Glass & Door Rating U-Factor SHGC,� Window 0.30 0.30 Door 0.30 0.30 Heating & Cooling Equipment E ic"iency .......... ----------- Heating System: Wt Cooling System# Water Heater.a , ........... Name: Date: Comments �� w T 32 �� 1 aaa-17E 'ON 9af yN .. !■■■�� z -4a 0"I 0tv- 01, �n r�low-�oG �a Nmoi ��a� W � eI--e-Sib-aaal a/dI PV a �.. .� . 0 J. . SHQ S aDI Ln l: Cr bO C7 QJ '`"� ' ✓-+ w sue¢ ,� i o �C a c L- C� nz 4 ac . ,. _� .0 E.-, JN� ,.c < �, a 15 1��§ w w a x 0.� m ix con I c IL -.Ate `�« N qNC� t- a.p LU , o ` � 4n LU 1 0 z z j UD) z x LL _ 1 b„ �- 1 U Li - ... wL.0 �° � N PX9 LL O� Its m Jl.'2i '911S�GL104 CL L.Lb >- < uj N ©O NLliLU O a 0 0 M W W c 0 C Q LL CL ui ,f m LL ry Ix ...,,.„ ^.' '���,✓ ", „c"+y ""S r .�, ", V7 w°+'w�v ."'" "'M„ '^" w„, 'v,a„"�y"c+M a "h„aw�""a„,+r,rf"a ,a,aa M '. '" pF p ap�"�y,"s*' � ",.�"✓""„Y'.`y�" '"d'wa""a„f `'M°..r*'`'yg4ap,,,�""^.w„a.,'r",""am "MNe`M,a"a ^N�y^ � ` w "a.. u^^"�,., " �,m^'" ,+� "''"'w�.;✓" Mw.N '� '"a,, "�, ,'`a"ya I , »... "Ww., � +��""aved+ a"a�, ����`°`"m,�."w �"�""�1„�""'w,,,�y*,"�»'� ^w",ma"'mara'dtlp�""d"p,�^'k„,�""nw,�^^'pa,�"",p"�'�"ti�m„✓p r'�"'" "tip°a���r�'�a""�'"�"""m. wx h.."`aN�w Yy,6 P. ,M m,a"n wy,m idI'Min 06 Ill La -t F .,.., +^ wn�."^„�,�,�^✓+`""`„ a "wp»s„"W A fi,,,„„^"�ua a w"M „„w"+""'�4'aW'"a N1, I O ,ol I ,Ic IZ 'rt3+�si'di hs'd 0 3— Cl"dtM W)ld3l10'.: (u;l 0 n 3dYd9 9NI151X3 15'd': Id IIV 195 Ra 01 �I �ON 1"I � NOIl 1.9NI (`'I'd1NOZI2�OH, 1 :0 (*5IT 4dI OZ sl10 XI 40 aoW HHIX' (Woosma1.'d(>n9j 3dO';241 do agm s0 301 aii Hencp&U aw. N3436W i►M au 40 99'dcir#3s Ua&-�Id Ol=Wo 9NWdv.L 3��G),:n LN O(J- O 6NIH�f�Il.dO d9M-Lgal"�kL HO KTIb1NOZI �NITT C1 GL�SOdCJ�d ,Oz=10 WfWINIW V SOd(33NId1NIVW 39 TMIS%Wfr I)cV a?l'dJ.3(31S I6 '3Ch+a9%G NI" 70 (5WOo2la�e�) 91008 JNIH#)Y:n AW-LINYS da'--60 19 x 41,4-z .0-60Z SN37�3a0w'nL3 N'd3��If M-I 09 09 c, oz o of az .i V Id H I,I S XNVJ,INV S CIH S0d0Wd E T.Loq old 6 NI cKW,l of QL W aW W" N 01zero QW ACM W 1 ' 4 9 ,s `9 Nt"1N r� *AN IN I a3 HN3 S NlYI141Y NI 'M I�IW 9 Oe 3aI '(K' 1.Z:I.4O.99 9IVYid37:.rd I:49 9%9lH2AN00 3alnOM W V arm a�a� nmi man gm 1 1�II01 h!d 0 a z �NI7.l.l.� fUR J,dAGA 'MVWIX0ScWV GI SIMo W4 Noll" '.INn 01 MY-IIWNO')OAJ„E do.�000 NIH11M W'SS3�WH09 -19dd lOaLN09 ua oN sM(3'ua A gag)2QWIH 91 SaA9f'71HM 4 �.°��°`7 ldlgA019 ONY&N7 IS IN.)IIM 3L0W-Td, I ►S6 V� � „0� . C41 moosme (19SOd0m ,O"t ISM " ���, 'x3 Q S Uwf 00; `" ;1a OIL' 1 k'1 ,0W AN ,l YW7b _ o 101 0/ad " W ZI 101 TM� a��� C' Qi0 �{bd zdS NO`11a 2G COI Ng em �� 3�t)W3 4-U N0 NOISO I`zz �. t4 41 ski J � a � • G�-55�s5o�25 S�g !s`. MECHANICAL SYSTEM FEATURES: 96- I DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). HEATING:NATURAL GAS HYDRONIC DISTRIBUTION,95%EFF TABLE R301.5 v a w WATER HEATING:INSTANT HOT WATER,NATURAL GAS 95%EFF,0 GAL MINIMUM UNIFORMLY DISTRIBUTED LOADS(PSI) WIND SUBJECT TO DAMAGE FROM vl COOLING:AIR CONDITIONER,ELECTRIC,14.5 SEER " � GROUND SPECIAL SEISMIC FROST WINTER AIR ANNUAL ICE BARRIER USE/ DUCT LEAKAGE TO OUTSIDE 50.00 CFM25 SNOW SPEED EXPOSURE TOPOGRAPHIC WIND WIND-BORNE DESIGN LINE DESIGN FREEZING MEAN UNDERLAYMENT FLOOD LIVE DEAD WALL SHEATHING OCCUPANCY MEAN SPECT TYPE OF USE LIVE LOAD LOAD MPH ATAGORY EFFECTS REGION DEBRIS ZONE CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP. INDEX TEMP REQUIRED HAZARDS LOAD LOAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATIO HEIGHT HEIGHT RATIO FIRE AREA ENERGY RECOVERY THERMOSTAT REQUIRED IRED F,23 WATTS CONSTRUCTION PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING UNINHABITABLE ATTICS WITHOUT STORAGE 10 MODERATE SLIGHT TO FROM CURRENT PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 ". 20 psf 1 140 Il NO NO YES C SEVERE 36" TO HEAVY MODERATE 11 599 599 YES IFIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 24'-2"' IT-8" 1:3 FIRST FLOOR=2,332 SQ.FT. TYPE V ENERGY COMPLIANCE: HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 =' REFER TO ENERGY COMPLIANCE METHOD BY OTHERS FOR COMPLIANCE METHOD BALCONIES(EXTERIOR)AND DECKS 40 cd a ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, Qi 2020 NYS UNIFORM CODE: WINDOW PERFORMANCE DATA: AND PATH To COMPLIANCE. FIRE ESCAPES 40 � N MAY VARY DEPENDING ON HIGH WIND CONNECTION THESE PLAINS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 GUARDS AND HANDRAILS 200 THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING GRADE CONDITIONS REQUIREMENTS ALL WINDOWS BY ANDERSEN,SERIES 400 DOUBLE HUNG ENERGY CONSERVATION CONSTRUCTION CODE AIR SEALING NOTES: GUARD IN-FILL COMPONENTS 50 WITH 2O20 RESIDENTIAL BUILDING CODE U=.30,SHGC=.30,DP 30,DUEL PANE (https://www.andersenwindows.com) ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER THE CONTRACTOR IS RESPONSIBLE FOR AIR SEALING; PASSENGER VEHICLE GARAGES 50 j PUBLISHED BY NEW YORK STATE. SOIL BEARING CAPACITY FOR THIS SITE THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE ROOMS OTHER THAN SLEEPING ROOMS 40 TO THE BEST OF OUR KNOWLEDGE,THESE PLANS IS BASED ON TEST HOLES BY OTHERS WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS SLEEPING ROOMS 30 COMPLY WITH THE R KNOWLEDGE, OF DGE,THESE ZONING AND HAS BEEN DETERMINED TO BE (CHECKLIST)OF THE 2015 IECC. STAIRS 40 AND CONSTRUCTION CODES. 2,F T PSI 020 RE)PER TABLE BUILDING .1 N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL TABLE R301.6 OF THE 2020 RESIDENTIAL BUILDING CODE SHEAR WALL BRACED WALL DESIGNED WITIH OPENINGS, PUBLISHED BY NEW YORK STATE. BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE PERFORATED SHEAR WALL DESIGN M THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT PER SQUARE FOOT OF HORIZONTAL PROJECTION R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM 130 MPH, AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC TRIBUTARY LOADED 2015 130 MPH,TABLE 12;AND 13. AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING AREA IN SQUARE FEET DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT, FOR ANY STRUCTURAL CONT. RIDGE VENT THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND MEMBER NOTE: INSTALL "COPPERGAT" ALGAE TERMINATOR SERVICE WATER HEATING EQUIPMENT. THE ENGINNER IS NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY 0 TO 201 TO OVER - AT ROOF PEAKS PER MANUFACTURER PRODUCT ROOF SLOPE 200 600 600 - GUIDE (COPPERCAT,COM) THE MANDATORY REQUIREMENTS OF THE ENERGY CODE OR THE PREMATURE DEGRADATION OF ANY COMPONENTS OR FINISHES. FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 IL - - - (1:3) % Ole IL RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 14 12 4i ASPHALT ROOF SHINGLES (TYP RISE 12 INCHES PER FOOT(1:1) 12 12 12 o N 12 AND GREATER in g TABLE R301.7 � _ ALLOWABLE DEFLECTION 12 � - - __ CONT, RIDGE VENT OF STRUCTUAL MEMBERS(lb,c) STRUCTUAL MEMBER ALLOWABLE 12 DEFLECTION RAFTERS HAVING SLOPES GREATER THAN 3:12 U180 WITH NO FINISHED CEILING ATTACHED TO RAFTERS loll INTERIOR WALLS AND PARTICIANS H1180 •- APRON FLASI-IINCs ---------------------------------- - FLOORS U360 Z 0 CEILINGS WITH BRITTLE FINISHES U360 STANDING SEAM ROOF (INCLUDING PLASTER AND STUCCO) 0 - - - TOP OF CEILING CEILINGS WITH FLEXIBLE FINISHES m (INCLUDING GYPSUM BOARD) U240 W ALL OTHER STRUCTURAL MEMBERS U240 0 O 2 EXTERIOR WALLS-WIND LOADS (a)WITH w PLASTER OR STUCCO FINISHES U360 t�i1 EXTERIOR WALLS-WIND LOADS(a)WITH OTHER U240 m BRITTLE FINISHES EXTERIOR WALLS-WIND LOADS(a)WITH FLEXIBLE FINISHES U120(d) LINTELS SUPPORTING MASONRY 5/4" X 4" AZEIG VENEER WALLS(e) U600 CORNER SDS, TYP NOTE:L=SPAN LENGTH,H=SPAN HEIGHT a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE ® ® COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). CEDAR SIDING TYP b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. TOP OF SUSFLOOR c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED ( 1 TOP OF FOUNDATION v GRADE ROVED AS NOTED x 1 WOOD STEPS PER CODE , , , , % 1 , 1 DAB E: B.P.# a�i � �--- ------------------------------------------------------------------------�--�� CONTRACTOR TO PROVIDE RAIL i i i i FEE 7 -�.,. - , w m O F--- -------------------------------------------------------------- ------�---i PER CODE WHERE ELEVATION CHANGE i i i oc ems. - lu Ctl --- --- IS GREATER THAN 30" PER 2020 Nye CODE i i ' - ;_y f a rrz NOTIi . �' I'' (Y U ` ..._ FOR THE � � I LU FOLLOVViNG INSPECTIONS: u,( N r- • � t FOUNDATION-TWO REQUIRED � Q/ ►--- F---+------------------------------------------------------------- ----------------------------------, -------------------------------------------- , -'• ` + , , - TOP OF FOOTING FOR POURED CONCRETE •--------------------------------------------------------------------------------------------------- ------------------------------------------------ 2. Pn,ICH-FRAMING&PLUMBING %Q �- 3. 1IN uL "":CN HR �I 4. FINAL-CONSTRUCTION MUST � (3 W a O I�TELEVATION BE COMPLETE FOR C.O. z co ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW QO+ O YORK STATE NOT RESPONSIBLE FOR + DESIGN OR CONSTRUCTON ERRORS TYPE V WOOD FRAME 6"DIIA. CONSTRUCTION BASED SECTION R312:GUARDS AND WINDOW FALL PROTECTION 12 12 (�Utu 'PA- N V OR ON SECTION 602 g,2S �g,25 �J OF THE BCN),'S R312.1GUAR GUARDS. USE I S UNLAWFUL GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 ENGINEER: REFLECTIVE RED WITHOUT CERTIFICATE REFLECTE RED PANTO]NE �� R312.1.1 WHERE REQUIRED. GONT, RIDGE VENT �OF NEw (PMS#187) N GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED 0 F 0 C C U PAN CY' REFLECTIVE WHITE MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR 1/2" GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO STROKE THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED COMPLY WITH ALL CODES OF SIGN FOR WOOID FLOOR AND AS A GUARD. - WOOD ROOFINdG FRAMING R312.1.2 HEIGHT. NEW YORK STATE&TOWN CODES A_ w AS REQUIRED AND CONDITIONS OF REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, !27�'� S IOLDT��"jN }I0 PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES p�. TRUSS IDENTIFICATIOM SIGN: (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT SOUT}iOIDTOWN PIAI\"'�1NG BOARD Fc s10N_-' IDENTIFICATION OF FLOOR AND ROOF TIRUSS CONSTRUCTION WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. 12 12 SOUTHOLDTQV��INSTEES SHALL BE PROVIDED BY SIGN OR SYMBC)L AND SHALL BE AFFIXED EXCEPTIONS: JEI=PREY T. BUTLER, P.E. TO THE EXTERIOR WALL OF THE RESIDEINTIAL STRUCTURE IN 34 1.GUARDS THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT g g N.Y.S.DEC LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE E COMPLIANCE WITH 19 NYCCR PART 1265..RESIDENTIAL STRUCTURES CONNECTING THE NOSINGS. �� +C 0 m WITH TRUSS TYPE CONSTRUCTION,PRE-(ENGINEERED WOOD 12 O 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN n V CONSTRUCTION AND/OR TIMBER CONSTRUCTION. SIDES 2 SCND SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 I— 1qqq INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED - - TOP OF CEILING W o R301.2.2.2WEIGHTS OF MATERIALS. VERTICALLY FROM A LINE CONNECTING THE NOSINGS. AVERAGE DEAD LOADS SHALL NOT EXCEED 15]POUNDS PER SQUARE FOOT R312.1.3 OPENING LIMITATIONS. p (720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING HORIZONTAL PROJECTION)OR 10 POUNDS PER SQQUARE FOOT(480 PA)FOR SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A W O a FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMIUED BY SECTION R301.2.2. SPHERE 4 INCHES(102 MM)IN DIAMETER. DEAD LOADS FOR WALLS ABOVE GRADE SHALL,NOT EXCEED: EXCEPTIONS: 0 ; 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE - I" m 1.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)i FOR EXTERIOR LIGHT-FRAME RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE z WOOD WALLS. OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. Q 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT V (n z 2.FOURTEEN POUNDS PER SQUARE FOOT(670 P'A)FOR EXTERIOR LIGHT- ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(I I I MM)IN DIAMETER. FRAME COLD-FORMED STEEL WALLS. Q V R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. z 3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR:INTERIOR LIGHT-FRAME PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 13 WOOD WALLS. REQUIREMENTS OF SECTION R317.4. 0 0 TOP OF SUBFLOOR W I j J04 4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME R312.2 WINDOW FALL PROTECTION. (n (L 0 COLD-FORMED STEEL WALLS. WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH - - TOP OF FOUNDATION 0 I GRADE SECTIONS R312.2.1 AND R312.2.2. 73 5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA))FOR 8-INCH-THICK(203 MM) , , [L N O 0 U- -0 MASONRY WALLS. R312.2.1 WINDOW SILLS. 1 , , , , d 0 INDWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW � r 6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(40-70 PA)FOR 6-INCH-THICK OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED (152 MM)CONCRETE WAILS. FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: ' 1 , , , 1 1 , ; ; 00 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER EXCEPTIONS: (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. •-- -- 1 1.ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS PER 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION STEP FOOTING SQUARE FOOT(1190 PA)SHALL BE PERMITTED]PROVIDED THAT THE WALL DEVICES THAT COMPLY WITH ASTM F2090. 30 DEG MAX, BRACING AMOUNTS IN SECTION R602.10.3 ARE]INCREASED IN ACCORDANCE 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL 1 WITHTA13LER602.10.3(4). DEVICES THAT COMPLY WITH SECTION R312.2.2. `-- y-- -'-""--- ----------------- ----------------""""-- -------------------------`�-----------------------------------"---'' - - TOP OF FOOTING ------------'------------------•---------------------- ---------------------------- PAGE : 2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE R312.2.2 WINDOW OPENING CONTROL DEVICES. - PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. RIGHT (��� /s ELEVATION ��� xAL.lt�(O� � O AND R703. THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE SIDE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT 3.FIREPLACES AND CHIMNEYS SHALL BE PERMIITTED IN ACCORDANCE WITH REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN CHAPTER 10. THE AREA REQUIRED BY SECTION R310.2.I. COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUITDER, P.E., P,G. I SECTION R310:EMERGENCY ESCAPE AND RESCUE OPENINGS R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTIONS: 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET (18.58 SQ.M.). 2.WHERE THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, CONT, RIDGE VENT SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT 00e _ _ HAS ONE OF THE FOLLOWING: 2.1.ONE MEANS OF EGRESS COMPLYING WITH SECTION R311 AND ONE _ EMERGENCY ESCAPE AND RESCUE OPENING. 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION R311. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL SPHALT ROOF SHINGLES (TYP) KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING 12 — — AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH ASTM F2090. 9 — — — R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. CONT, RIDGE VENT 12 — 12 R310.2.1 MINIMUM OPENING AREA. _ �9 EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR _ OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL O BE NOT LESS THAN 20INCHES(508 MM). N _ EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL Zj HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET w — — — — — (0.465 SQ.M.) TOP OF CEILING R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES (1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT IS BELOW GRADE,TT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. ourpooR R310.2.3WINDOW WELLS. c THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT LESS THAN 9 FIREPLACE a SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF Z STYLE PER NOT LESS THAN 36INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL GREEMENT ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY o OPENED. } EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL m BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 M1NI)INTO THE w REQUIRED DIMENSIONS OF THE WINDOW WELL. 0 x R310.2.3.1 LADDER AND STEPS. w TOP OF SUSFLOOR WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES hl (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER ORBill m STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION.LADDERS GRADE — — TOP OF FOUNDATION OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 taaaaaaaaaaaa i INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN ■e a a C a a a a a C a , 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE ' ' , , faaasaseasea� , WINDOWWELL. ' ' ' R310.2.3.2 DRAINAGE. WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM •----• •----• •----• , , , 00 REQUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. EXCEPTION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. R310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND � i 4aaaa===¢aced --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- � -----------`-'+ — — TOP OF FOOTING PORCHES. X ------------------------------- EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND x PORCHES SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN LL 36INCHES(914 MM)IN HEIGHT TO A YARD OR COURT. Q- w m R310.2.5 REPLACEMENT WINDOWS. � O REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF REAR ELEVATION \/ t O I THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT i� 7C 1 1 `{ REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION _ IJU R310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE FOLLOWING CONDITIONS: ui 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST N STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR �— A � to EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME Q OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES O �- O m FOR DAONVEQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING U-1 2.THE REPLACEMENT WINDOW IS NOT PART OF A CHANGE OF OCCUPANCY. Lu Z U_ R310.3 EMERGENCY ESCAPE AND RESCUE DOORS. O �J WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH AN AREA WELL. ONT, RIDGE VENT R310.3.1 MINIMUM DOOR OPENING SIZE. THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS U-1'' AN EMERGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE U-i WITH SECTION R310.2.1. R310.3.2 AREA WELLS. AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36INCHES(914 MM). THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND ENGINEER- RESCUE DOOR TO BE FULLY OPENED. 12 R310.3.2.1 LADDER AND STEPS. OF nj[- 9 ASPHALT ROOF SHINGLES (TYP) AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(1118 MM) I , •Y� SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS P PE T. e USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS � <' Y REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH A C. SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES r '' 00, (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES lt! (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR ' STAIRWELL. tics O,o 3 193 tG� TOP OF CEILING R310.3.2.2 DRAINAGE. P� r AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING FE S 10�_ TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION JEFFREY T. BUTLER, P.E. R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND-GRAVEL MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION O OUTDOORFIREPILACE SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE R405.1. W +3:- m R310.4 BARS,GRILLES,COVERS AND SCREENS. U STYLE' PER WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED CxREEMENt OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR u ®®®®®®®® WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY W OO a O WITH SECTIONS R310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE cj RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, '^ z O TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR ( ®®®®®®®® THE NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. ILu r Q (3 R310.5 DWELLING ADDITIONS. .40 > TOP OF SUSFLOOR WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY Q > o ESCAPE AND RESCUE OPENING SHALL BE PROVIDED Q EACH NEW SLEEPING z �/ m — TOP OF FOUNDATION ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY GRADE ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. < Z u , r = _ , , EXCEPTIONS: }— r — 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW Z 11 II BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE Q U AND RESCUE OPENING. \ Z 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW / d) Q N BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING Q m V O e a a s it 1 I I 1 I I I 1 11 _ ' ' IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. lu Y N W --1 c0 ---------------------------------------'------ [NY]R310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS. ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH O j APPENDIX J OF THIS CODE. IL N kaajs O II I I I 1 II t=zp .-_ ' -__: STEP FOOTING if r e-ea II II _- ' _-, 30 DEG MAX, 0 ---------------------------L---LL----�'_- ------------------------ - ---' — - — TOP OF FOOTING � Z -----------------------------------------------'------------------------------- U o LEFT SIDE ELEVATION PAGE & 2 of S COPYRIGHT 2013 JEFFREY T. BUTLER, P,E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T, BUTLER, P.E., P.C. NOTE' NOTE: TABLE R402.2 PROTECT FLOOR JOISTS WITH MINERAL WOOL PROTECTION ,r.l PER JOINT EVALUATION REPORT PER ESR-1144,REVISED JANUARY 2017 ALL LUMBER THAT COMES IN CONTACT WITH MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE I PAGE 13)ON FIRST FLOOR TO COMPLY WITH R302.13,EXCEPTION 4 CONCRETE WILL LUMBER. ( ALL FASTENERS FAA STTENEN ERS FOR PRESSURE MINIMUM SPECIFIED STUD/POST TREATED WOOD ARE TO BE HOT DIPPED . • FLOOR SHEATHING lA) GALVANIZED OR STAINLESS STEEL PER R317.3 TYPE OR LOCATIONS OF COMPRESIVE STRENGTH fc A • CONCRETE STRUCTURES NEGLIGIBLE ERINNG MODERATE N SEVERE AL BACKFILL SHALL NOT BE PLACED AGAINST THE • I-JOIST (B) WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE NOT 500 2 , , 2500 EXPOSED TO THE WEATHER 2,500(C) 10 13 3/16" <1 AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, BASEMENT SLABS AND INTERIOR SLABS ON GRADE,EXCEPT OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT 2,500 2,500 2,500(C) PILOT HOLES FOR GARAGE FLOOR SLABS • $I] I°g �� I ' all 'f,- ," , w G y DAMAGE BY THE BACKFILL(SECTION R404.1.7) MANUFACTURING I' BASEMENT WALLS,FOUNDATION WALLS,EXTERIOR WALLS AND 2,500 3,000(D) 3,0004/ OTHER VERTICES CONCRETE WORK EXPOSED TO WEATHER MINERAL WOOL INSULATION (C) Broil O.C.,12"FROM EACH CORNER PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE 3,500(D,E,F) PURPOSES PROVIDE 5/8"ANCHOR BOLTS, WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000(D,E,F) 0 FLOOR MINERAL WOOL INSULATION OR WALL BREAK,AND 12"MAX FOR SI:1 POUND PER SQUARE INCH=6.895 KPA. JOIST FROM EACH SPLICE IN SILL PLATE (FROM WFCM TABLE 3.2A)INSTALL A.AT 28 PSI. 1 3(8• (A) FLOOR SHEATHING: MATERIALS AND INSTALLATION MUST BE PER SECTION R503 OF THE :1015 OR 2012 IRC WITH 28"MIN EMBEDMENT IN 3000 B.SEE TABLE C.CONCRETE IN THESE IN TH(S)FOR WEATHERING POTENTIAL. THREADED ESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BEHDU D. ROD (B) I-JOIST: INSTALLATION PER SECTION 4.0 OF THIS EVALUATION REPORT. MINIMUM FLANGE SIZE OF 1,1251NCHES x2,0 INCHES, PSI CONCRETE. D.CONCRETE HALL BE AIR ENTRAINEDE OTAL AIR CONTENT(PERCENT BY VOLUME OFRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE ONCRETE) MINIMUM WEB THICKNESS OF 3/8 INCH. MAXIMUM CENTER-TO-CENTER SPACING OF 24 INCHES, SEE DETAIL SHEET FOR SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. • HIGH WIND CONNECTION E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. • (C) MINERAL WOOL BATT INSULATION: 3-INCH-THICK, MINIMUM 2,5 LB PER CU.FT, MINERAL WOOL BATT INSULATION MADE OF REQUIREMENTS F.FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT ROCK OR FURNACE SLAG (ASTM Cro(oS TYPE 1 COMPLIANT) INSTALLED AS SHOWN WITH INSULATION STAY WIRE SUPPORTS (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED • COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. SPACED NO MORE THAN 24 INCHES APART AND NO MORE THAN ro INCHES FROM ENDS OF BATTS, THE INSULATION WIDTH MUST BE A MINIMUM OF 15 1/4 INCHES WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE Iro INCHES ON CENTER OR 23 INCHES • WIDE WHEN INSTALLED BETWEEN JOISTS THAT ARE 24 INCHES ON CENTER. THE INSULATION BATTS MUST BE PROPERLY LOCATED ON TOP OF THE I-JOIST BOTTOM FLANGE AND INSTALLED WITHOUT GAPS BETWEEN INDIVIDUAL BATTS. TYPICAL HDU TIE BETWEEN FLOORS 78'611 0 PRESERVATIVE-TREATED 8" 4'0" 7211011 Poll BARRIER MAY BE as o REQUIRED 1214" 521 p11 81611 z Is a e O FOR HOLDOWNS,PER ASTM TEST STANDARDS, N ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT e o C e PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH, o , o WITH CONSIDERATION GIVEN TO POSSIBLE e o FUTURE WOOD SHRINKAGE.CARE SHOULD , o e BE TAKEN TO NOT OVER-TORQUE THE NUT. ' VERTICAL HDU INSTALLATIONIMPACT WRENCHES SHOULD NOT BE USED. •-------------------- LINE OF PORCN_ABOvE____-_______---_ _____ 1 �'*- ' - - - - -'- " - " -'" 8"'' 18" DIA x MIN 48" DEEP ' 1 (3)2x10 ACQ GIRDER (3)2x10 ACQ GIRDER f3)2x10 ACQ GIR ' ' --' `--' 1 OR TO UNDISTURBED SOIL HDU5 DETAILS '1'0" 6'0" 614" 1'0"' ' 1 , P.C. PIER WITH roxro ACQ MANTUFACTURED BY SIMPSON POST TO DECK GIRDER. STRONG-TIE COMPANY, INC. ANCHOR PER DETAIL 0 L' 1 i SHEET, TYP. w NOT TO SCALE ' >i NOTE: PROVIDE SOLID BLOCKING U i0 o PROVIDE TIE DOWNS AT EACH CORNER ; UNDER COLUMNS ABOVE TO GIRDER ;Q m SIMPSON HDU 5 (TYPICAL) - SEE DETAIL SHEETS 1 Q, 5/8" ANCHOR BOLT, i 3:: U1 V x PROVIDE 5/8" ANCHOR BOLTS Broil O,C. MAX, 1 Qi Lj Z w WITHIN 1' OF EACH SPLICE IN SILL PLATE p ; U ILL SEE DETAIL SHEET FOR INSTALLATION ; uO: 4 lO 16 0" 1 i Z wM �J D: 2x8 ACQ LEDGER, LAG TO BOX BEAM ; _ 2817 --- -- ---------------------------- ---2817--- -------------------------------------- ------------------1-------- ------------- SEE£1=1r41L-SHEET-FOR�ONNEG�I9N�---------- -----1--- -y__ ------------- ______-_--------------------- ' ' C v p v p v C v C v p v p v p v p p p p 1 1 1 p, d p . d p• d p p . d CQ d p . d p• d p . d p• d p d p� d p ' . d p. d p d p• d p d p d p . d p• d p d p• d p 1 1 A 1 O 1 1 ------------- ------ -------------------- --------------------- -- ----- -----------1---` i---------------------------------- -----------• •----------- -------------------------------- -------, 1 1 •V 1 0 1 ' ----- ' 1 ___ i............ 1 1 v 1 , 1 . 1 I D 1 • I I ( 1 fro" X 8" P.C, PIER, TYP. a•a a I I 1 EXCAVATED CELLAR I U SECTION R406 FOUNDATION WATERPROOFING AND D 4LMPPROOFING 4' P.C. SLAB (3500 PSI) ON 4 MIL VINYL VAPOR BARRIER ON 4" COMPACTED x R406.1 CONCRETE AND MASONRY FOUNDATION DAMPIPROOFING. Q 1 •' i I I ; POUROUS FILL 1 I EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, 1 ( _ , 1 1 FOUNDATION WALLS THAT RIETAIN EARTH AND ENCLOSE INTERIOR SPACES _ ° ' 1; 1 (UNFINISHED) _ • _ , oo (lI- AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED)FROM THE HIGHER OF o 1 4'0" ' c ' o u Iur o ' e O I 1 5 `" W (A)THE TOP OF THE FOOTING OR(B)6 INCHES(152 MM))BELOW THE TOP OF a ; v I� N 1 C.O. N (� THE BASEMENT FLOOR,TO THE FINISHED GRADE.MASIONRY WALLS SHALL I It 1 1 1 Q , , 1 1 1 HAVE NOT LESS THAN 3/8-INCH(9.5 MM)PORTLAND CEMENT PARGING APPLIED ' ° ' ° ' ' ' ►' I 1 ►� i O V TO THE EXTERIOR OF THE WALL.THE PARGING SHALL,BE DAMPPROOFED IN - d I 3 1/2" STEEL COLUMN ; (2) 3 1/2" STEEL COLUMNS ' Id ACCORDANCE WITH ONE OF THE FOLLOWING: 1 1 VERIFY M.O. � 1 ' ' _ 1.BITUMINOUS COATING. ' ' 1r 30"x30"xl2" POURED ; 38"x30"x12" POURED r ° o ^ p 1 I 1 PROVIDE 3 1 _ r- 2.THREE POUNDS PER SQUARE YARD(1.63 KG/M2)OF ACRYLIC MODIFIED 1 CURB CONCRETE FOOTING: I CONCRETE FOOTING ( BEAM POCKET ' o ' --i V = CEMENT. I 3.ONE-EIGHTH-INCH(3.2 MM)COAT OF SURFACE-BONE)ING CEMENT (TYPICAL), GROUT SOLID ; 1�0" m W i- m 1 . 1 \ / 1 _ ; 1 11 r r1 r 11 O O 0 1 8'roil 1 9'0" 9'0" 9'0" 7 6 9 0 9 0 101611i n l COMPLYING WITH ASTM C887. _ 4.ANY MATERIAL PERMITTED FOR WATERPROOFING RN SECTION R406.2. I 1 1 `^ 1 ___, ___ ' (n X O m S.OTHER APPROVED METHODiS OR MATERIALS. D AIN T Iro" X 8" P.C. 1 , , ___ ; v ; ++ lu EXCEPTION:PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A , p , pR�-WFD , .1 PIER, TYP. """ "1 ""- -"" s"' "-" --" , , 1 I 1 1 1 3 MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. •---------• _ -(3J 1 3/ xll l/8_ (3) 13/4 xl l I l/8 (3) 13/4 x 1/8_ � � Z 1 1 1 1 1 I 1 1 0- �--F- - - � - 1 - ��� -�1- - �• - - - , ' a ' (3) 1 3/4"x1I -I/8" ' ' (3) 1 3/4"Al VS" ' (3) 1 3/4"Al 1/8" ' ' l3) 13/4"xll 1 1 1 (3) 1 3/4"x11 1/8" ' _ LVL FLU GIRDER 1 1 LVL FLUSH G RDER 1 1 CONCRETE WALLS SHALL BE DAMPPROOED BY APPLYING ANY ONE OF THE , • 0 4 _ _ _ }_ ��,_ _ _ _ _ _.- _ _ -0 LVL FLUSHIR13 �-+- - - - / LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING N 1 d o ' YL FLUSH GIRDED 1 1 LVL FLUSH GIRDER I 1 �- 1 LVL F�JSH GIRDER 1' 1 LVL FLUSH GIRDER 1 (LVL FLUSH GIRDER 1 ' 1 i 1 ; ; ; O lu `L ----------- 1 1 1 1 1 1 ' II 1 1 1 1 1 1 I •-------• I `-------' , 1 ' i MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. •_, 1 , , , , , , , , , , , AS V (I• 0 1 d 1 •-------' `-------• `'-••---'' 1 •-------' , ' URN {!- R406.2 CONCRETE AND MASONRY FOUNDATION WATEIRPROOFING. 4'8" SEAM POCKET I U -------• IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER IN 1 ' GROUT SOLID I I I CONDITIONS ARE KNOWN TO EXIST,EXTERIOR FOUNDATION WALLS THAT 1 1 ' OM RETAIN EARTH AND ENCLOSE;INTERIOR SPACES AND(FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF(A)7fHE TOP OF THE FOOTING , , N ORB 6 INCHES 152 MM BELOW THE TOP OF THE BASIEMENT FLOOR,TO THE ( ) ( > U: O 1 1 n FINISHED GRADE.WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH I D•' 1 �p ' N) N I� , N 1{ I} 4 x5 x5/8 F.C. GWB OVER ONE OF THE FOLLOWING: ; ; v • r @ I ' FURNACE PER CODE 1.TWO-PLY HOT-MOPPED FELTS. 1 4 1 D 61411 ' 91611 ( I ' ' 2.FIFTY-FIVE-POUND(25 KG)ROLL ROOFING. ' O 0 ' M ' ' 3.SIX-MIL(0.15 MM)POLYVINYL CHLORIDE. , + I " ' ram- r 1 BEAM POC ET 1 , NCzINEER: .--- , ._____-_, C 1 1 I - 1 1 1 1 GROUT SO ID 1 1 4.SIX-MIL(0.15 MM)POLYETHYLENE. 1 1 '� ' ' 1 ' ' _� ' ' ' it ' o 1 d 1 � ' 1 ' II I, 1 1 1 1 1 1 1 •_-+ , 5.FORTY-MI 1 MM POLYMER-MODIFIED ASPHALT. _ 1 (3)11 3/4 xll 1/8 LVL FL H GIRDER 1 1 1 " " 1 1 " " 1 1 " " 1 I " " 1 1 " ( ) , , _ - _ l3 13/4 xll 1/8 1 (3) 1 3/4 xll 1/8 (W 1 3 Al 1/8_ (3) 1 3/4 II 1/5 _ _(3) 1 3/_4 x 1/_8_ 1 \F j� 1�� tO 6.SIXTY-MIL 1.5 MM FLEXIBLE POLYMER CEMENT. I 1 f0 iv ' - ' -�- - - - - o-- - - - - -� - - -�- - - - 1 �/( ) 1 1 I 1 1 I LVL LUSH GIRDER , 1 1 LVL FLUSH GIRDER 1 1 ' LVL FLU H GIRDER 1 1 LVL FLUSH GIRDER 1 I •V LVL FLUSH (RDER 1 a 1 7.ONE-EIGHTH-INCH(3 MM)CEMENT-BASED,FIBER-REEINFORCED,WATERPROOF ' o r 1 1 1 1 1 I 1 1 1 1P�1( T. p 1 1 1 " 1 " 1 11 , 11 _ 1 " ___ , " 1 1 1 I 1 ---___• 1 1 COATING. _ N •------ • ` 9 7 `--- -- 8 7 •--- ---• 9 0 •--- ---• 9 0 •--- 9 0 10 6 8.SIXTY-MIL(1.5 MM)SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. c I • (v ALL JOINTS IN MEMBRANE WATERPROOFING SHALL B)E LAPPED AND SEALED N a ; ; P * A � 9 WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRAINE. v 1 p• 1 , M , 1 ' EXCEPTION:ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, --- U I I 1 --�-• to CHLORINATED HYDROCARBONS,KETONES AND ESTER2S SHALL NOT BE USED 1 e 1 1 0 , 1 , o , - ;' FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM1 MATERIAL.USE OF 1 G v a v •4 v o. . v a v •4 v o. . v e v •4 v `. o. a v •4 v '. o. . i i N� 1 PLASTIC ROOFING CEMENTS,ACRYLIC COATINGS,LATTEX COATINGS, 1 ,-------------------------------------- I \ --- ------- ----------- ------- u I U ' o ' O 3193 �~ MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED.COLD-SETTING 1 • I I 11 "o 1 17 p 1 I D 1 1* ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPES C OF ASTM D449.HOT , a , <•a 1 i o 1 ,� Le _ _ 1 1 FE S 1 O� ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F(93°C). IA JEFFREY T, SUTLER P.E. I • I 1 � , R406.3 DAMPPROOFING FOR WOOD FOUNDATIONS. 1 0 1 1 " 1 _ ' '-i vp ;n 1 WOOD FOUNDATIONS ENCLOSING HABITABLE OR USAABLE SPACES LOCATED O0 BELOW GRADE SHALL BE DAMPPROOFED IN ACCORDANCE WITH SECTIONS I 1 1 1 1 �' I C' I A • I S� Fn R406.3.1 THROUGH R406.3.4. W H R406.3.1 PANEL JOINT SEALED. ' ' 2"OFFSET' " ' 1 1 UNEXC4VATED GARAGE ' " � `` PLYWOOD PANEL JOINTS IN THE FOUNDATION WALLIS SHALL BE SEALED •v FULL LENGTH WITH A CAULKING COMPOUND CAPABILE OF PRODUCING A ' ' 4" P.C. SLAB D �•----- ------------' I -, I � ' v ' - MOISTUREPROOF SEAL UNDER THE CONDITIONS OF TEEMPERATURE AND I 1 ro°xro° 10/10 W,W,M, _ I'm v p .G p •, b r O r1 .• a o. 1 v • v •4 v �, o. v e ,_ = , , �p O Q b C 1 1 ON 4 POUROUS FILL I • .+ ----- --2x8-AGG-L- *G} ER,-L,LGs-TO-Bee-BEAM----------- -- -+ . �� __ ______________ ' _ � � itv MOISTURE CONTENT AT WHICH TI WILL BE APPLIED AND USED. 1 1 00 R406.3.2 BELOW-GRADE MOISTURE BARRIER. ; ; PITCH TO O,H.D. 1 I 1 a A 6-MIL-THICK(0.15 MM)POLYETHYLENE FILM SHALLL BE APPLIED OVER THE I v 1 (SEE DETAIL SHEET FOR CONNECTION) V I t r..i ' - = 1 I W T O U v a • p •4 v v a . p 4 v . , O 1 0 EXTERIOR FOUNDATION'WALLS PRIOR TO , , 1 o I __-____ BELOW-GRADE PORTION OF , _ �, --------------------------- • D 1cc BACKFILLING.JOINTS IN THE POLYETHYLENE FILM SMALL BE LAPPED 6 O 1 0 1 v v •Q v •° - v v a v . . v 1 Q y INCHES(152 MM)AND SEALED WITH ADHESIVE.THE UOP EDGE OF THE , , 1 • 1 ' '" --a- , m z 1 ° 4 1 I • ' 1 O o = o o a . POLYETHYLENE FILM SHALI,BE BONDED TO THE SHEATHINGTO FORM A �• 1 1 - � 1 Q U ---------- ---------------------------• � SEAL.FILM AREAS AT GRADE LEVEL SHALL BE PROT'EECTED FROM N ; q O a B MECHANICAL DAMAGE AND EXPOSURE BY A PRESSUIRE-PRESERVATIVE W 1 1 DROP FOUNDATION r^ TREATED LUMBER OR PLYWOOD STRIP ATTACHED TO THE WALL SEVERAL > ; BELOW GARAGE FLOOR N i i o i " " V! �- z INCHES ABOVE FINISHED GRADE LEVEL AND EXTENDING APPROXIMATELY , 1 v 1 • , 8 THICK X 8 O HIGH 9 INCHES(229 MM)BELOW GRADE.THE JOINT BETWEIEN THE STRIP AND THE Co 4 1 + ° __ P.C. WALL ON Iro"x8" V WALL SHALL BE CAULKED FULL LENGTH PRIOR TO FASTENING THE STRIP 1 1 ; _; 5'6" ' 5'6" 9'6" ' POURED CONCRETE ` TO THE WALL.WHERE APPROVED,OTHER COVERING'S APPROPRIATE TO THE oo , FOOTING, PROVIDE (3)-*4 ARCHITECTURAL TREATMENT SHALL BE PERMITTED TO BE USED.THE 1 , cn 1 F_ -- 1 BARS IN FOOTING, TYP, m U O POLYETHYLENE FILM SHALL EXTEND DOWN TO THE]BOTTOM OF THE WOOD ' ' ' ( )NIO A GIRDER �� ``(392XI - , IS" DIA x MIN 48" DEEP „ �/•� OR CRUSHED STONE FOOTING. I 1 -:1 ' L.D. PORCH,ABOVE `l-'_ ' OR TO UNDISTURBED SOIL WITHIN 12 OF THE TOP AND V) 1 ' o ' (1) 04 BAR HORIZONTAL R406.3.3 POROUS FILL. `, 1 .''`.iv ,^y P.C. PIER WITH roxro ACQ N - 1 BEAM POCKET 1 , 1 , 1` NEAR MID HEIGHT OF THE WALL THE SPACE BETWEEN THE EXCAVATION AND THE FOWNDATION WALL SHALL I 1 :-- 1 (3) 2x10 ACQ_ IR R POST TO DECK GIRDER. 71 '_ �- -' '' GROUT SOLID 1 ' _ __ -1-e ' � O w --------PORCH ABOVE ANCHOR PER DETAIL BE BACKFILLED WITH THE SAME MATERIAL USED FOR FOOTINGS,UP TO A ; i :==-;.. 1 �._-.� L.O, PORCH ABOVE ,. .� O O " HEIGHT OF 1 FOOT(305 MM).ABOVE THE FOOTING FOR WELL-DRAINED STIES, ' ' . . o ' 1 - SHEET, TYP, OR ONE-HALF THE TOTAL BACKFILL HEIGHT FOR POORLY DRAINED SITES. ; = �• �' ' THE POROUS FILL SHALL BE COVERED WITH STRIPS OF 30-POUND(13.6 KG) ASPHALT PAPER OR 6-MIL(0.15 MM)POLYETHYLENE TCO PERMIT WATER 1 SEEPAGE WHILE AVOIDING INFILTRATION OF FINE SO)ILS. _ 1 4 1 1 -- -I. p 1 1 •-------------,--:--------• •--- -=r----_=: -- ' I R406.3.4 BACKFILL. THE REMAINDER OF THE EXCAVATED AREA SHALL BIE BACKFILLED WITH ' a ° '4 ° o a _ THE SAME TYPE OF SOIL AS'WAS REMOVED DURING TCHEEXCAVATION. o ______________________ D ----------------------- ri v p .a p va p i o R406.4 PRECAST CONCRETE FOUNDATION SYSTEM DAIWJPPROOFING. ' EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, � + PRECAST CONCRETE LOCATED ON WALLS SHALL ENCLOSING)BE I HABITABLE OR FOUNDATION FLAN. , USEABLE SPACES LOCATED BELOW GRADE SHALL BE IDAMPPROOED IN $'2" 10'0" 8'2" 19'2" 12'4" via 15'0" PAGE & ACCORDANCE WITH SECTION R406.1. R406.4.1 PANEL JOINTS SEALED. SMOKE DETECTOR 72'10" PRECAST CONCRETE FOUNDATION PANEL JOINTS SHALL BE SEALED FULL INTERCONNECT PER CODE 1'0" HEIGHT WITH A SEALANT MEETING ASTM C920,TYPE S OR M,GRADE NS, O T CLASS 25,USE NT,M OR A.JOINT SEALANT SHALL BE]INSTALLED IN CARBON MONOXIDE DETECTOR ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. cp ONE PER FLOOR COPYRIGHT 2013 JEFFREY T, BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUITLER, P.E., P.C. I 73'10" FASTEN SHEATHING TO HEADER WITH 80 COMMON NAILS, 3" GRID. 72'10" 1101, -1/8"(3) 1 3/4"xll 8" LVL HDR, 1 1/4" COIL STRAP (BOTH SIDES) 4'0" 8'4" 11'0" 8'7" 14'9" 18'8" 7'roll (8) 100 NAILS,STUD(8) 100 NAILS,HEADER/TOP PLATE 1/2" CDX SHEATHING WITH 8 D COMMON NAILS,3" FIELD 3" O.G. PERIMETER, SIMPSON HDU 5 5/8" ANCHOR BOLTS 32" O.C. MAX. 20'4" WITHIN I' OF EACH SPLICE IN SILL PLATE FISQUARE HB SEE DETAIL SHEET FOR INSTALLATION IBERGLASS CO LUMNS ANCHOR PER DETAIL, TYP. 1— - — - - - — - (4 - — - - GARAGE PORTAL DETAIL )2x8,HDR. l4)2x8 HDR. WOOD STEPS PER CODE ' GAS D,V, I ' CONTRACTOR TO PROVIDE FIREPLACE U RAIL PER CODE WHERE ' ELEVATION CHANGE IS GREATER THAN 30" PER 2020 NYS CODE @ QI x 0 COVERED REAR PORCH ci I 5/4"xfo" DECKI T G ' AZEK BEADED CEILING N ' PATIO ,q , I z 16'0"rz In 2x10 R.R. fro" O.C. I 2x10 R.R. Iro" O,C, E�? y, C,i EV. C. �u TO TIE TO TIE R' PROVIDE GATE 4010 TRANSOM I TO R.R. I TO R.R.I PER OWNIER 12 0" 305ODH-2 2640DH 3450DH 3450DH 4 0'PICT ' N (2) cl0 HDR ( )2x10 HDR (2)2x10 HDR ' ( ____ \ ) 1 /4"x11 1). " LVL HDR (2Y1x10 HDR 11RE 3 � ._____-, PANTRY � I14'Oar Grp ' � = OOM 04 LN, _ BEDR, ? IQ �� NO �OS'O" CLG. HGT,p O 0. p 0.® Y E �o wo ° ., MASTER u= KItCHEN O a N� T mdi VAULTED �0 r 4 +\ (K BEDROOM @ e CEILING o a Ql13 - W 9'O" CLG, HGT, N U RANGE F LIVING ROOIM - \� 2x1` OR r, o r u 2 _ @ 0. VAULTED CEILING � 9:12 PITCH w o ? x O �� \ _ - --- ------------------------- --------------- --- ------------------------- --- ------- - 14r Orr , t MASTER N d � Q co BATHr O 31'8" 4r Orr Orr 9'8ir 9'O" CLG. HGT, *\ � ,o 6'0" 4" 2'8" 16'0" ' ISLAND °� PREFAB, ZERO CLEARANCIE _ GAS D.V. FIREPLACE WITIN 6'0" O ' (4'x8') (2)2x10 HDR `* D AIN � 3'4" 4" 8'0" 4" 4'0" 20 HEARTH PER CODE (NFPA 2111) wJ(�)2 _ DRYWELIL r PROVIDE FRESH AIR INTAKIE > CLOSET N / POST HIP ' a AND GLASS DOORS PER COD1E ti C.J. BEARING WALL r VERIFY SIZE, RAISED HEAR TIH (2)2x10 HDR BEARING WALL , Q N '\ 2r 4rr 3,Orr r - SH WER ' (2)2x10 HDR R€F. �d to U LAUN RY LINEN rus/ H�WE U- / (2)2x10 HDR tK u n • = ' W O w o 4r Orr �i ' a _ _ U `0 (2) 2x12 RIDGE D�tU1N Q_ �4, (� X WALK-IN CLOSET - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - of I tdiRs p� BAH 'ti+ = It N EV, C. , 9 0 CLG. HGT, VENT o a I I Q (3)2xro TO Ito10 ATT x _ �' _ �'0 x e u LL TO TIE " o O EXT, / _ 1 1 Q BOTTOM ' ' ` I IM N T O" ` 4rr 3r 4rr A M r 2x10 R.R. m lro O,C, ;n - TO R.R, o I I p OF RIDGE -i / N I I p c� ,+ 9:12 PITCH - n I zo '� u m FRAME WALL TO t30TTOM pF R.R. -; r+ O u 12'8" '8" 4'0" I 1� U = 84 VANIT DI I- G O ' nn//� O DINING ROOM o 'CLOSET o A Av ^® `� 1JL rul (2)2xIO�ID� N CL. VAULTED CLG. N = o 0 0 o to INSULATE R-15 S 0" `o w• >r 2r 8" 3r On _ iv � )2x10 C,J. ., .FLUSH .__. 6'4" R IL E CODE r QC (2)2x10 HO (2)2x10 HDR v BEARING WALL O N Q _ `E,'ULI,' /�, 1 CLOSET D2?L ` r n D � Y M ,,�\0 8r,4rr 4rr 3r 4rr (2)2x10 H 6 0 1 0 IRS 2 6 (2)2x10 HDR iv O O C14 -'ATi' FOYER Z LL `�BEARING WAL VAULTED CLG. _ v+ }— _ =.u. .. - - - - - - - - - - - - - - - - - - - - -�0 2x10� R. I 410" a, 9r8rr Q O hll INSUL TE R-21 - r ( ) 2Xro POST .3 �' Iro O,C, o A` 0 L _ _ „ „ . , „ O 9:12 PITCH 6 4 9 2 5 0 G, -------------- U--------------------------------- - w '`ti,� BEDROOM3 Cl Lu N 8' M F G g o a / N BEDROOM +►2 Q I O 9'O" CLG, HGT, nn,, % r a' \ _ i�- �\ 3r 0" cv N 9'O" CLG, HGT, N - o 00 - I , \ (2)2x10 HDR a LEI 1L N( ® r, O R C.J. IU 2x C.J. lro" O.C, I 2x10 J,a Iro" O,G, �x, / I O `\ T TIE �Wj \ M ' 12'0" c i 14'0' T R.R. � r rr r rr ENGINEER: A I (2)2x10 HDR 6 0 6 0 2x10 R.R. (2)2XI HD m Iro" O 305ODH-2 3'10" _ 9:12 PITCH \ OF NE(y �j U O0 (2)2x1 HDR `���'EY T e J' TxIv I;Z - co QP T 9 2x6 C,J.IV troll O.C. 3050DH-2 0 �� (2)2x1 a x I COVERED PORCH - �.� p Q _ ' ` 4 - Q; ' cr S/4"xro" DECKING I �/ WI 3050DH-2 _ > m ' 2 CAR GARAGE -i ro 0Y I NOTE: 203ODH 00 -1 N _ I o U AZEK BEADED CEILING '� - ' IN GABLE ABOVE %5 `n u `' 5/8" F.C. GwB ON WALLS ` z_ 00 \4 Q\ IU (K) I N� C? o z r AND CEILING PER CODE cxx � x Op 3193 C(� to _ wC S10 P� 'A II N f JEFFREY T, BUTLER, P.E. I _ - — -(4)2x8 HDR. _ — _ _ _ - �x 2xB R,R, I 2x`8R �o 2x10 R,R, f Ifo" ,C, 2x10 R.R. Im iro" O,C, i m troll O,G, troll O,C, °O o (FRAME FIRS ) I (FRAME FIRST) � w 9:12 PITCH 25'4" ' S:12 PITCH - (4)2 HOR_ _ V Z N 0 8" SQUARE Ha<G w O O , WOOD STEPS PER CODE " FIBERGLASS COLUMNS CONTRACTOIR TO PROVIDE RAIL O 2x6 R.R. Iro O,C. � 3 � ANCHOR PER DETAIL, TYP. PER CODE WHERE ELEVATION CHANGE W U 2x6 C,J, d 16 O.C. IS GREATER THAN 30" PER 2020 Nye CODE _ _ (3Ylxl�1 CDR_ - - Q 0 m c - (2)2x10 HDR, c z 305ODH-2 NOTE: 20300H (� H z IN GABLE ABOVE Q N V > z FIRS' FLOOR PLAN 0 �' Y ° _ w � s'o" 5101, 6'o" 1011011 2'a" 6'6° 5'10" Troll Troll LIVING AREA = 2,332 SQ FT, W Q GARAGE AREA = BSO SQ,FT, N � 10,0" 8'2" 19'2" 12'4" 15'0" 1'0" 1 p FRONT COVERED PORCH = 1'10 SQ,FT, O o � o 73'10" REAR COVERED PORCH = 223 SQ,FT, 1 E ® SMOKE DETECTOR 0 INTERCONNECT PER CODE U 2 Q CARBON MONOXIDE DETECTOR ONE PER FLOOR PAGE : WINDOW PERFORMANCE DATA: ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNG 4 O f 9 U-,31, SHGC-,29, OP 30, DUEL PANE COPYRIGHT 2013 JEFFREY T. BUTLER, P,E,, F.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. 'BUTLER, P.E,, P.C, i R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL EXCER302.PT 1.1 S PROVIDED I MATERIALS. EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4,FIREBLOCKING SHALL AND CEILING FINISHES. CONSIST OF THE FOLLOWING MATERIALS. FLAME SPREAD AND SMOKE DEVELOPED INDEXES TOR WALL AND CEILING RIDGE VENT FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4 1.TWO INCH(51 MM)NOMINAL LUMBER. SHINGLE RIDGE CAP R302.9.1 FLAME SPREAD INDEX. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH GREATER THAN 200. BROKEN LAP JOINTS. EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL EXHAUST AIR SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS, PANELS WITH JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD SHINGLES BASEBOARDS AND HANDRAILS;TO DOORS AND WINDOWS OR THEIR STRUCTURAL PANELS. ROOF FRAMES;OR TO MATERIALS THAT ARE LESS THAN 1/28 INCH(0.91 MM) FELT PAPER-� SHEATHING IN THICKNESS CEMENTED TO THE SURFACE OF WALLS OR CEILINGS 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH IF THESE MATERIALS EXHIBIT FLAME SPREAD INDEX VALUES NOT JOINTS BACKED BY 3/4-INCH(19.1 MM)PARTICLE-BOARD. (TYP.) GREATER THAN THOSE OF PAPER OF THIS THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING. 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. R302.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. OF NOT GREATER THAN 450. RAFTER 7.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER R302.9.3 TESTING. APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E 84 OR UL 723. SECURELY RETAINED IN PLACE. R302.9.4 ALTERNATIVE TEST METHOD. 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER WITH ASTM E 119 OR UL 263,FOR THE SPECIFIC APPLICATION. THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723,WALL AND R302.11.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 NON RIGID MATERIALS SHALL BE PER PERMITTED FOR COMPLIANCE WITH RIDGE BEAM SHALL MEET THE FOLLOWING CRITERIA: THE 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: R302.11.1.2 UNFACED FIBERGLASS. 1. DURING THE 40 KW EXPOSURE,FLAMES SHALL NOT UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL RIDGE VENT p ETA I SPREAD TO CEILING FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE TABLE P3201.7 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY IL PIPING,CONDUIT OR SIMAR OBSTRUCTIONS ARE ENCOUNTERED,THE 1 INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. OF THE SAMPLE ON ANY WALL OR CEILING. R302.SIZE OF TRAPS FOR.PLUMBING FIXTURES 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. LOOSE-FILL LOOSE-FILL INSULATION MATERIAL. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK TRAP SIZE MIN. 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO ITS ABILITY TO PLUMBING FIXTURE (INCHES) NOT EXCEED 8W KW. RETARDDEMONSTRATEATE THE SPREAD OF FIRE AND HOT GASESMAIN IN PLACE AND TO N BATHTUB H OR WITHOUT SHOWER HEAD 1 1/2 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT ZO cwlT R302.11.2 FIRE13LOCKING INTEGRITY. 5-lOd N AND/OR WHIRLPOOL ATTACHMENTS EXCEED 1,000 M. THE INTEGRITY OF FIRE-BLOCKS SHALL BE MAINTAINED. R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. NAILS BIDET 1 1/4 R302.12 DRAFTSTOPPING. (y FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY,DAFTSTOPS CLOTHES WASHER STANDPIPE 2 R302.10.1 INSULATION. SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEAIED SPACE DOES NOT 0 9 M)000 SQUARE FEET(92. .DRAFTSTOPPING SHALL DIVIDE THE INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS AND EXCEED 1, C VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, CONCEALED SPACE INTO APPROXIMATELY E AN AREAS.WHERE THE ASSEMBLY DISHWASHER(ON SEPARATE TRAP) 1 1/2 ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SHALL IS ENCLOSED BY A FLOOR MEMBRANE ABOVEyR CEILING L CEILING MEMBRANE BELOW, HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING DRAFTSTOPPING CIRCUMSTANCES: SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FLOOR DRAIN 2 SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN FOLLOWING CIRCUMSTANCES: ACCORDANCE WITH ASTM E 84 OR UL 723. 1 0 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 1 1/2 4 EXCEPTIONS: 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS TYPE OPEN-WEB OR PERFORATED WITHOUT DISWASHER AND FOOD WASTE DISPOSER) ' - 1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, MEMBERS.LAUNDRY TUB(ONE OR MORE COMPARTMENTS 1 i/2 THE FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX Z 5-10d O LIMITATIONS DO NOT APPLY TO THE FACINGS,PROVIDED THAT THE R302.12.1 MATERIALS.DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED 112-INCH(12.7 MM)GYPSUM BOARD,3/8"-INCH(9.5 MM)WOOD STRUCTURAL NAILS W LAVATORY 1 1/4 SURFACE OF THE CEILING,FLOOR OR WALL FINISH. PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. ui DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS } 2.CELLULOSE FIBER LOOSE-FILL INSULATION,THAT IS NOT SPRAY UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF m SHOWER(BASED ON THE TOTAL FLOW RATE APPLIED,COMPLYING WITH THE REQUIREMENTS OF SECTION THE DRAFTSTOPS SHALL BE MAINTAINED. W THROUGH SHOWERHEADS AND BODY SPRAYS) R302.10.3,SHALL NOT BE REQUIRED TO MEET THE FLOW RATE: SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 AND SHALL R302.13 FIRE PROTECTION OF FLOORS. O BE REQUIRED TO MEET A SMOKE DEVELOPED INDEX OF NOT FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE 2 5.7 GPM AND LESS 1 1/2 MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH FIRE-RESISTANCE RATED,SHA1L BE PPROVIDED WITH A 1/2-INCH(12.7 MM) W MORE THAN 5.7 GPM LIP TO 12.3 GPM 2 CAN/ULC S102.2. GYPSUM WALL-BOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL PANEL MORE THAN 12.3 GPM UP TO 25.8 GPM 3 MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER, m MORE THAN 25.8 GPM UP TO 55.6 GPM 4 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. PENETRATIONS OR OPENINGS FOR DUCTS,VENTS,ELECTRICAL OUTLETS,LIGHTING, I1� L�Oi.I STRONG-TIE LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PIPING AND SIMILAR OPENINGS OR I ' S ��l R302.10.2 LOOSE FILL INSULATION. PENETRATIONS SHALL BE PERMITTED. FOR SI:lINCH=25.4 mm,1 FOOT=304.8 mm. H Q HURRICANE UR R I/'� /�*)E T I E LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM C� T� I�I� li�"'e'`� E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS EXCEPTIONS: SECTIONP3103: VENT TERMINALS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY P3103.1 VENT PIPES TERMINATING OUTDOORS. AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904, VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED 7I'0 THE EXCEPTION:CELLULOSIC FIBER LOOSE FILL INSULATION SHALL NOT BE NFPA 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BURLDING IN REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2, PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS SECTIONS R302.10.1 AND R302.10.3. INTENDED FOR STORAGE OR FUEL-FIRED APPLIANCES. P3103.1.1 THROUGH P3103.1.4. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. 14 P3103.1.1 ROOF EXTENSION. CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: U OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES THE CONDITIONS OF SECTION P31031.2 OR P3103.1.3 SHALL TEERMINATE BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS NOT EXCEED 80 SQUARE FEET(7.4 M)PER STOR12. NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6INCHES(150 MM) 1209 AND 1404. ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. R302.10.4 EXPOSED ATTIC INSULATION. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.I IS v INSTAIIED ALONG THE PERIMIER OF THE UNPROTECTED PORTION /x EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A FROM THE REMAINDER OF THE FLOOR ASSEMBLY. P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. I', WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMEINADE, 4.WOOD FLOOR ASSEMBLIES USING DIMENSIONAL LUMBER OR STRUCTURAL ; LL OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, R502.10.5 TESTING. COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEEIT(2134 MM) TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR m ABOVE THE ROOF. ASTM E 970. ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. J O Q 0 0� P3103.1.3 ROOF EXTENSION COVERED. R302.11 FIREBLOCKING. R905.1.2 ICE BARRIERS: 0 INCOMBUSTIBLE CONSTRUCTION,FIRE-BLOCKING SHALL BE PROVIDED TO CUT ly WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED]ROOF AND R302.14 COMBUSTIBLE INSULATION CLEARANCE: 3 t OPPR T GE TERMINATOR OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM NOTE: INSTALL "CECA " ALGAE I5 COVERED BY EITHER AROOF-MOUNTED PANEL(SUCH AS A SOLAR AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES(76 MM) IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING to1-; COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THIE VENT AND THE ROOF SPACE. FROM RECESSED LUMINARIES,FAN MOTORS AND OTHER HEAT PRODUCING DEVICES. AT ROOF PEAKS PER MANUFACTURER PRODUCT �[ LTR:AL FEATURE ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECT GUIDE CCOPPERCAt,COM) IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR - (1) 111 OR A DECORATIVE SHROUD),THE VENT PIPE SHALL SUCH WOOF NOT LESS FOLLOWING L SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE EXCEPTION: ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED 73 0 0 THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS FOLLOWING LOCATIONS: SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OIF SNOW WHERE HEAT PRODUCING DEVICES ARE LISTED FOR LESSER CLEARANCES, ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES X 0 ACCUMULATION AND WIND ON THE:FUNCTION OF THE VENT.THE 1.IN CONCEALED SPACES OF STUD WAILS AND PARTITIONS,INCLUDING FURRED COMBUSTIBLE INSULATION COMPLYING WITH THE LISTING REQUIREMENTS SHALL 2x12 RIDGE AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER BE SEPARATED IN ACCORDANCE WITH THE CONDITIONS STIPULATED IN PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: 2xIO RAFTERS 0 4; I. VERTICALLY AT THE CEILING AND FLOOR LEVELS. THE LISTING. 11 THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A U I U- ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AIlV OPEN AREA 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 1/2 CDX SHEATHING SELF-ADHERING POLYMER-MODTFIEDBTTUMEN SHEET SHALL BE USED }- Z co LL W FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL 150 FELT IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. ASPHALT ROOF SHINGLES 0 __3SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS. SEE DETAIL SHEET FOR LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 0 61 CV PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCK{IIVG THE VENT 3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND CONT RIDGE VENT 24INCHES Om1n)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING SEE DETAIL SHEET FOR ALL STRAPING DETAILS ( . w Q- PIPE OPENING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL R3 SECTION R302.7. BOTTOM THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH HIGH WIND CONNECTION ROOF VENTILATION 1:300 OF THE INSULATED - IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED P3103.1.4 SIDEWALL VENT TERMINAL. REQUIREMENTS VENT TERMINALS EXTENDING THROUGH THE WALL SHALL'TERMINATE 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING AREA UNIFORMLY DISTRIBUTED TED , ' `�` NOT LESS THAN E INCHES HE BUILDING. MEASURED ALONG THE ROOF SLOPE U- NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE EAVE PROTECTION TO EXTEND FROM THE r FROM THE SAVE EDGE OF THE BUILDING. LIL 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL EDGE OF THE ROOF, 36" UP THE SLOPE ' 12 (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE BUT NOT LESS THAN 12" BEYOND I � EXCEPTION:DETACHED ACCESSORY STRUCTURES VENT PIPES SHALL NOT TERMINATE.UNDER THE OVERHANG OF A ASTM E 136 REQUIREMENTS. THE INTERIOR FACE OF THE EXTERIOR WALL 9,25 NOT CONTAINING CONDITIONED FLOOR AREA. � STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION BAFFLE AS REQUIRED FOR ROOF VENTILATION ` TERMINALS SHALL BE PROTECTED:BY A METHOD THAT PRE VENTS BIRDS R1003.19. ENGINEER: AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIIEE OPENING AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENIT PIPE. 6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 2x4 C.T. I6" O.C. P3103.2 FROST CLOSURE. LOCATED IN UPPER I/3RD OF NE v •(`i (.- WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMIPERATURE IS OF ATTIC PER 3.2.5,1 <Q T. 6 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR'WALL SHALL OF 2015 WFCM CD �FP T �� BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCI REASE IN THE ATTIC A N�_' �53 SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(2304.8 MM)INSIDE (UNFINISHED, STORAGE ONLY) THE THERMAL ENVELOPE OF THE BUILDING. PROVIDE ICE BARRIER PER cn s' auj P3103.3 FLASHINGS AND SEALING. THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE R-40 INSULATION 2' WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSI01`NS IN WALLS 1/21, GWB ON , 10 A) 3 193 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKINfG. WALLS AND GEEING PROVIDE BUILDING GASKET At ALL (MIN) I F Fr SION•,��f�r P3103.4 PROHIBITED USE. SPACKLE AND PAINT SHEETROCK INTERSECTIONS BUILDING A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A MUST PASS 3 AIR CHANGES PER HOUR ( JEFFREY T. BUTLER, E. VENT TERMINAL. P3103.5 LOCATION OF VENT TERMINAL. 12 R-30G INSULATION R-30C INSULATION AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALIL NOT BE 4 ' I O LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, ui OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THEE BUILDING TOP OF CEILING OR OF AN ADJACENT BUILDING,NOR.SHALL ANY SUCH VENIP TERMINAL Z cN b BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. v W O O NOTE: z ALL LUMBER THAT COMES IN CONTACT WIITH IX6 AZEK FASCIA DINING ROOM KITCHEN O u N ON 2X6 SUB FASGi,ao 1/2" GWB W Q1 H p CONCRETE WILL BE ACQ LUMBER 1'4" OVERHANG 2x6 STUDS O m AZEK SOFFIT WITH CONT COVERED NOTE: INSTALL FLOOR JOISTS R-21 INSULATION SCREENED VENT PORCH PER MFG. PRODUCT GUIDE 1/2" CDX SHEATHING Q 3 z 4° VTR CEDAR LUESK1SIDINCsRIER 3: Z .' �. SIMPSON LBV 1.81/11,25 U 3" ------ _ z „ TOP MOUNT HANGER, T7P. 1 TOP OF SUBFLOOR- r 3/4 SUBFLOOR --- - ---------------- ' I M7= 12 '2 ,311 1 2° 2u 1 2111 14 2 1 2 1 ' ,2 2 II 1/8 TJI 230 16 OC, R-30 INSULATIONTOP OF FOUNDATION- , ,II 1 II 1 1 1 111 II; I II 1 II 4 IInu n'1 , 11 1Li4V L,14V 1 LAV LAV oPITCH GRADE` (3) 1 3/4 xll l/8 < GRADE W•G• TUB/ :SINK ' ' W.C. �. j` AWAY FROM �'6 LVL FLUSH GIRDER �'t '� AWAY FROM GRADEPITCH CL O I I ' FOUNDATION b, ` d e FOUNDATION lL _p o SHOWER SHOWER TUB CELLAR O O D,W, F , MAIN FLOOR 4" P.C. SLAB (3500 PSI) ON 4 MIL VINYL 11 11 " 11 11 I� 21 II 11 " I' ,' a' °a VAPOR BARRIER ON 4" COMPACTED a :3 Q 3 2 POUROUS FILL " a 2 2 3 2 2 2 2 2 '�•c (UNFINISHED, STORAGE ONLY) �- 3 1/2 STEEL COLUMN U 11 2-2x6 ACQ SILL a 30 x30 xI2 POURED 3 3 5/8" ANC�HOR BOLTS v 36" O.C. CONCRETE FOOTING b 411 SILL SEAL 1 -• FAI COPPER TERMITE SHIELD ' 8" THICK X 8'0" HIGH e;' TO AN APPROVED TOP OF FOOTING - - P.C, WALL ON 16"x8" ; . •„ ;♦:w .: ♦:w `. COMPACTED SOIL C,O, 411 ' SANITARY SEPTIC POURED CONCRETE s•''ter %� •''�� %• ' SYSTEM FOOOTING, PROVIDE (3)-04 PAGE : f I�l RISER I>�-4 fiM C� I SJ MARS 1N FOOTING, TALYP. SECTION - FLU�f IB( G DIAGRAM PROVIDE "12 BAR HORIZONTAL WIT OF THE AND(11) O 1- ll.11 "44 BAR HORIZONTAL T NEAR MIID HEIGHT OF THE WALL COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IM ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P,E,, P,C, STAGGER FASTENERS TABLE R507.9.1.30) IN 2 Rows DECK LEDGER CONNECTION TO BAND JOIST (DECK LIVE LOAD=40 PSF,DECK DEAD LOAD=10 PSF,SNOW LOAD<40 PSF) 5.5"MIN.FOR 2x8 *DISTANCE SHALL BE PERMITTED TO OO OO BE REDUCED TO 4.5"IF LAG SCREWS JOIST SPAN 5.5"MIN.FOR 2x10 ARE USED OR BOLT SPACING IS 5"MAX. 7.5"MIN.FOR 2x 12 REDUCED TO THAT OF LAG SCREWS CONNECTION DETAILS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 18' O O O 3/4"MIN. TO ATTACH 2x8 LEDGERS TO 2x8 BAND JOISTS. ON-CENTER SPACING OF FASTENERS 2"MIN. 1/2-INCH DIAMETER LAG SCREW WITH 1/2-INCH MAXIMUM SHEATHING,(C,D) 30 23 18 15 13 11 10 SHEATHING LEDGER 1/2"LAG SCREW OR BOLT 1/2-INCH DIAMETER BOLT WITH 1/2-INCH 36 36 34 29 24 21 19 MAXIMUM SHEATHING,(D) SIDING FIGURE R507.9.1.3(1) 1/2-INCH DIAMETER MAXIMUM SHEATHING T WITH 1-INCH 36 36 29 24 21 18 16 FLASHING FOR PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOR SI: 1 IINCH=25.4 MM,1 FOOT=304.8 MM,1 POUND PER SQUARE FOOT=0.0479 KPA. WATER TIGHTNESS A.LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST. B.SNOW LOAD SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. DECKING C.THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. D.SEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. E.SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL,GYPSUM BOARD,FIBERBOARD,LUMBER OR FOAM SEATHING. UP TO 1/2-INCH THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. 2x4 CONTINUOUS APPROVED JOIST HANGER TABLE R507.9.1.3(2) LATERAL BRACE AT 6'O.C. 2"MI PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS 2x LEDGER WITH FASTENERS _TRUSS OR CEILING JOIST IN ACCORDANCE WITH TABLE R507.2 FLOOR SHEATHING NAILING MIINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS AT 6"MAXIMUM ON CENTER 2-I0d NAILS TO JOIST WITH HOLD-DO Simpson Strong-Tie TOP EDGE BOTTOM EDGE ENDS ROW SPACING DTT2Z I GABLE END TRUSS N FLOOR JOISTS TENSION TIE LEDGER(A) 2 INCHES(D) 3/4 INCH 2 INCHES(B) 1 5/8 INCHES(B) r9 Simpson Strong-Tie lY DTT1Z HOLD DOWN BAND JOIST(C) 3/4 INCH 2 INCHES 2 INCHES(B) 1 5/8 INCHES(B) AT 4 LOCATIONS,EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH FOR SI: 1 INCH=25.4 MM END OF THE LEDGER.HOLD DOWN DEVICES A.LAG SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO T BOTTOM ALONG T HORIZONTAL SHALL FULLY ENGAGE DECK JOIST PER RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.9.1.3(t). HOLD DOWN MANUFACTURER. + + + + + + B.MAXBdUM 5 INCHES.C.FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. + + + + D.THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THETOP OF THELEDGER SHALL I A FULLY THREADED 3/8"DIAMETER LAG BE IN ACCORDANCE WITH FIGURE R507.9.1.3(1). 10-8d SCREW PREDRILLED w/MIN.3"PENETRATION NAILS TO CENTER OF TOP PLATE,STUDS,OR HEADER N w Q 5d COOLER NAILS AT 10"O.C. FIGURE R507.9.2(2) • N FLOOR JOIST DECK JOIST 2"x4"BLOCK NAILED TO EACH DECK ATTACHMENT FOR LATERAL LOADS BRACE WITH 4-1Od NAILS ° FLOOR .JOIST PERPENDICULAR TO DECK JOIST) GYPSUM BOARD lu FIGURE R507.9.20) Sd COOLER NAILS AT 7"O.C. 20 GAUGE STRAP DECK ATTACHMENT FOR LATERAL LOADS 10-8d NAILS TOP PLATES EXTERIOR OR BEARING WALL ENDWALL STUDS ENDWALL GABLE END WALL BRACING U OISTS (I, STUD (WFCM FIGURE 3.7a) 11— X U-A A % Q BORED HOLE MAX. NOTCH GREATER THAN 111 cal O 50%OF THE PLATE WIDTH BLOCKING Q DIAMETER 60% BLOCKING OF STUD DEPTH O 1�- 5/8"MIN.TO EDGE 16d NAIL AT 24"O.C. GYPSUM BOARD ui N r METAL TIE ACROSS AND TO EACH SECTION A-A }— m fY m W 5/8"MIN.TO EDGE SIDE OF THE NOTCH WITH 8-16d �Q 0 I--- 01 NAILS EACH SIDE X �- O � (11 NOTCH MUST NOT EXCEED , W M la 40%OF STUD DEPTH IL FLOOR BRACING AT END BAYS WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE 6 TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. WITH NAILING SCHEDULE (L O (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) i n BORED HOLES SHALL NOT 8d NAIL AT 12"O.C.ON ALL BE LOCATED IN THE SAME PIPE 8d NAIL AT 4'O.C. LL CUT OROFNOTCH IN STUD FRAMING MEMBERS NOT AT CROSS SECTION O PANEL EDGES (a)OUTSIDE CORNER DETAIL 3 12"MAX. 8d NAIL AT 6"O.C. GYPSUM BOARD ENGINEER: NOTCHING AND BORED HOLE LIMITATIONS TOP PLATE FRAMING TO ACCOMMODATE PIPING SNAILS BASED ON HEAR WALL REQUIREMENTS (ALL PANEL EDGES) 0� .. FOR INTERIOR NIONBEARING WALLS �`� T. p (WFCM 2015 SBC HI ) IGH WIND EDITION *�� �gg��°�_ � NO CEILING WOOD STRUCTURAL PANEL RAFTERS AND CEILING DIAPHRAGM CENTER 2x BLOCKING w INSTALLED IN ACCORDANCE ' JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE Z �: -� c! ROOF TRUSS 15/32 WOOD STRUCTURAL PANELS (TABLE 3.1,WCFM HIGH WIND EDITION) LOAF 3 1 9'3 ON GABLE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL PE Sl BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL TOP PLATE SECOND STORY TOP PLATE- EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E. SEE DRILLING AND GABLE ENDWALL, BALLOON FRAMING FRAMING MEMBERS NOT AT NOTCHING PROVISIONS JOIST IS PERMITTED TO PANEL EDGES PREFERRED METHOD (b)INSIDE CORNER DETAIL W 0 TOP PLATES BE CUT OR NOTCHED WALL STUD V O m FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND EXTERIOR CORNER FRAMING SEE DRILLING AND Z N BOTTOM PLATE NOTCHING PROVISIONS Lij NOTCHING PROVISIONS WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE TOP PLATE WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPAN WAL z STUDL-i WAL O U p 1 E— JOIST ENDS TO BE IS" � �klT BLOCKED AGAINST \/ Q O BORED HOLE MAX ROTATION IN ACCORDANCE o m FOR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT RI PLE S DS STUD TO RAFTER CONNECTION M z O Z DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION i Q LU OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE I U) z DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30 z ~ 5/8"MIN.TO EDGE BEARING FADER TO STUDS 21"CLEARANCE 24"CLEARANCE% Q IL Z WALL 11 IN FRONT OF PENING Q m O N MIN.TO EDGE FULL LENGTH — Y O LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER W -' NOTCH MUST NOT EXCEED BOTTOM PLATE OR BIDET Q CLOSET Cn 25%OF STUD DEPTH BAND JOIST NOTE: 15" W` L 15" WALL N NOTCHES SHALL NOT BE OR BLOCKING UPLIFT CONNECTION IS REQUIRED ca -------------------- AT EACH END OF HEADER AND O O LOCATED IN MIDDLE ONE-THIRD JOIST , ---N-NO ------------ --- p OF STUD LENGTH ' ' ' ' ' ' z SILL PLATE AT BOTTOM OF HEADER STUDS IN IF HOLE IS BETWEEN 40%AND 60% ' (JPLIF ADDITION TO CONNECTORS AT z CRAWL SPACE ' ' CO ECT ' ' WALL STUDS AND AT TOP AND TUB OF STUD DEPTH,TEN STUD MUST SUBFLOOR BORED HOLES SHALL NOT OR BASEMENT REQUIRED i i BOTTOM OF CRIPPLES Q BE DOUBLE AND NO MORE THAN . FOUNDATION 1 1 BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE is CROSS SECTION OF CUT OR DOUBLED AND SO BORED ELT_ �-- NOTCH IN STUD STUD TO PLATE a 1"CLEARANCE 21 CLEARANCE /FOUNDATION TUB HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS STUD TO PLATE/FOUNDATION:PLATFORM FRAMINGINTERMEDIATE (OPENINGS LESS THAN 6 FEET);USE DSP W/8 lOd NAILS IN STUD AND 4 IOd NAILS IN PLATE PAGE : NOTCHING AND BORED HOLE LIMITATIONS BEARINGWALL (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 WATER CLOSETS FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT OT TYPICAL WALL, FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 (WFCM 2015 SBC HIGH WIND]EDITION) MINIMUM FIXTURE CLEARANCES COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, Simpson Strong-Tie USE 9-8d NAILS AMERICAN FOREST AND PAPER ASSOCIATION. (2018) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND U CLIPS @ 16"O.C. (TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICA,N INSTITUTE OF USE NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. AT EACH STUD FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE,ANY DISCREPANCIES [DINT DESCRIPTION[ NUMBER OF NAILS NAIL SPACING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE;FOR CORRECTIONS NOT ROOF FRAMING DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL,RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE BLOCKING R302.11 FIRE BLOCKING MATERIAL R302.11.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILLED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR COLLAR TIE TO RAFTER(FACE-NAILED) 6 8d PER TIE MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACOORDANCE WITH THE CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END CEILING HEIGHT-SECTION R305 � ,� � � •� SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS D > "D D > D RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACES-SECTION R307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED1 WRITTEN CONSENT OF THE ° r" ° ° ° p WALL FRAMING GLAZING-SECTION R308 ENGINEER. �� Q �� �t Q �a 40 40 4 GARAGES AND CARPORTS-SECTION R309 p r 'p p p > D EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAWTAIN CONTINUOUS , S S 40 ° TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) 0P 1515D STAIRWAYS-SECTION R311.7 AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE ° D °�, ° <7 ° <1 ° p TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLIOIN. THE ENGINEER SHALL BE �'=' 4 ° Q 4 STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES. Z� p n p n p > D FOAM PLASTIC-SECTION R316 HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SECTION R302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATI[ON AT ALL PERIMETER SILLS. 15 �p D �>' D PROTECTION AGAINST DECAY-SECTION R317 4 ° 4 ° p TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE Z� , SITE ADDRESS-SECTION R312 CREOSOTED. 3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320 ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH 4o N 4-16d PER 2x8 STUD FLOOD RESISTANT CONSTRUCTION-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. WALL TO FOUNDATION D a BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECIHANICALLY VENTILATED CONNECTIONS ENDJOIST OR BLOCKING(FACE-NAILED) DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE. FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH(OUTDOOR DESIGNED JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULIES AND REGULATIONS OF Simpson Strong-Tie BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE CS 16 1'/4"COILED STRAP- 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST COMPLETION OF THE JOB. 16"O.C.USE 4-8d NAILS Z MINIMUM DEPTH-SECTION 403.1.4,36"MINIMUM COVERAGE TO TOP OF FOOTING AT EACH STUD,WRAP 16" BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE UNDER SILL PLATE A LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST 3-13/4"X 117/8"MICROLAM GIRDER(OR 5.25"X 11 7/8"POWER BEAM)FLUSH SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. MIN OVERLAP IS 12" 2"POURED CONCRETE FLOOR SLAB WITH 6X6X#10 MESH AND VAPOR BARRIER JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST DAMP PROOFING AT EXTERIOR FOUNDATION BELOW GRADE-SECTION R406 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. • NOTE: lu N 30"X 30"X 12"DEEP POURED CONCRETE COLUMN FOOTINGS,3000#TEST 00 STRAPS MAY BE E • BAND JOIST TO JOIST(END-MAILED) 3-16d PER JOIST FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS(OF THE NEW YORK • •• PLACED EITHER O• ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE DO UNDER OR OVER w BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED COREiS. • 0 SHEATHING t ROOF SHEATHING POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER • ,• t PROVIDE 3'h"STEEL LALLY COLUMNS 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLAINS EXCEEDS THE •' 00 e , BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT CODE'S MINIMUM STANDARDS. •• • 00 's • STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET • • O a z STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY • • J DIAGONAL BOARD SHEATHING BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS(OF SERVICE AND • SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER TH1E PROJECT FOR • •' • N 1"x6"OR 1"x8" 2-8d PER SUPPORT FLOORS-WFCM PRESCRIPTIVE METHOD WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED • •• • FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION[OF THE ENGINEER. •' •• 1"x10"OR WIDER 3-8d PER SUPPORT •+ • .• FLOOR CONSTRUCTION: 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVIS;ION,ON-SITE • CEILING SHEATHING 3/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, • •• • FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED CONTRACTOR OR LOCAL BUILDING DEPARTMENT. • • • GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD FASTEN PER TABLE 3.1 WFCM •• •• • U 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL UPLIFT-CONTINUOUS PATH CONNECTORS 00 • •' ` WALL SHEATHING FINISH FLOORS PER AGREEMENT 00 • •• n • ll- STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET USE SIMPSON STRONG-TIE CONNECTORS • • �( WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD FOLLOW PRODUCT SELECTION GUIDE AND •• FIREBOARD PANELS WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0 •• I f lL IN ACCORDANCE WITH TABLE 3.1 WFCM CONSTRUCTION CATALOG C-HW02 00 •• Q "1 7/16" 6d 3"EDGE/6"FIELD 1X6 AZEK FASCIA •• = c(1 OVERHANGS AS NOTED ANCHOR BOLTS IN FOUNDATION USE: • 1 LU ctl 10 25/32" 8d 3"EDGE/6"FIELD AZEK VENTED SOFFITS SSTB28 WITH BEARING PLATE,SEE FOUNDATION • Qf (A 0 V 00 Simpson Strong-Tie ALUMINUM GUTTERS AND LEADERS NOTES FOR SPACING l U GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD SIDING:SEE ELEVATIONS 00 CS16 1'/4"COILED STRAP- _ "BLUESKIN"HOUSEWRAP SILL PLATE TO RIM JOIST USE: 16"O.C.USE 4-8d NAILS tt7 r HARDBOARD 8d SEE TABLE 3.11 THIS SHEET i AT EACH STUD V '/z' CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM LTP4 16"O.C.AT EXTERIOR PERIMETER � ° 2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE MIN OVERLAP IS 27" 't W Co JU PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET 1/2"GYPSUM WALL BOARD AND GARAGEMOUSE COMMON WALL I- CQ O \0 J USE 4 8d NAILS AT EACH END ° DIAGONAL BOARD SHEATHING 5/8"TYPE X GWB IN GARAGE SILL PLATE TO RIM JOIST AND FLOOR TO FLOOR CONNECTIONS �Q X O M '/z"MR GWB IN WET AREAS GARAGE STUD TO GARAGE SILL PLATE USE: O 9 11) qj 1"x6"OR 1"x8" 2-8d PER SUPPORT AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE SSP CONNECTOR AT 16"O.C. RIM JOIST TO STUD CONNECTION � � � tlJ IL EXIT REQUIREMENTS OF SECTION R310 NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END ° }- Z cz 1L 1"x 10"OR WIDER 3-8d PER SUPPORT LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) O FOR NON-BEARING WALLS. RIM JOIST TO STUD CONNECTION USE: FLOOR SHEATHING FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 cti MTS 12,16'O.C. Simpson Strong-Tie BLOCKING AT R- USE 4 8d NAILS AT EACH END '. 1/2"SPACING -� STRUCTURAL PANELS ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD CS 16 1'/4"COILED 24"O.C.ALLOWS !1/ � ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX(6) FLOOR TO FLOOR CONNECTION USE: STRAP WIN MIN 12" ALLOWS 0 HOLDDOWN l- 1"OR LESS 8d 6"EDGE/12"FIELD OVERLAP AT EACH HOLDDOWN INSTALLATION u- FASTENERS PER SHINGLE(SECTION R905.6) MSTA 36,16"O.C. •. INSTALLATION GREATER THAN 1" 10d 6"EDGE/6"FIELD UNDERLAYMENT APPLICATION(SECTION R905.2.7) USE 4 8d NAILS AT EACH END STUD SIDEWALL 1 1 FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) FOR CANTILEVER CONDITION USE NITS12,16"O.C. .0 DIAGONAL BOARD SHEATHING UNITS HORIZONTAL(17-PERCENT SLOPE), USE 4 8d NAILS AT EACH END 7 UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS 1"x6"OR 1"x8" 2-8d PER SUPPORT HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT RAFTER TO STUD CONNECTION USE: ENDWALL SHALL BE TWO 2 LAYERS APPLIED IN THE FOLLOWING MANNER. ENGINEER:1"x10"OR WIDER 3-8d PER SUPPORT ( ) MTS 12,EACH ROOF RAFTER 'o APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL USE 8 16d NAILS AT EACH END o• ; HOLDDOWN Simpson Strong-Tie 0 O 0 WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY •° MTS30C OR CS16 1'/4" (HDU5) CORNER STUD GF NEw 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. TO HOLD IN PLACE. RAFTER TO RIDGE TO RAFTER CONNECTION USE: CONNECTED TOJ- IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, STARTING AT THE SAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF o, COILED STRAP TRANSFER SHEAR o, QEY T. $ CS20 USE 8-8d NAILS IN EACH END ° AT EACH ROOF RAFTER O 0 Gj NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), AT EACH ROOF RAFTER 0 USE 8-16d NAILS AT 2-16d COMMON SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. o` �0° EACH END 0 HOLDDOWN NAILS AT 10"O.C. #0,`!_ Q FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS DECK POST TO CONCRETE CONNECTION USE: 0 _ 4- , • w 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF PBS44A FOR EACH POST-USE 14-16d NAILS (HDU5) 0 m ! _." w NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-1(6d NAIL PER FOOT. IUNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2) DECK POST TO GIRDER CONNECTION USE: FLOOR TO FLOOR B 2-16d COMMON CORNER STUD FLASHING(SECTION R 905.2.8) PC44 FOR EACH POST STUD TO ROOF RAFTER NAILS AT 6"O.C. 0 CONNECTED TO �,o �3'93 N, CHIMNEY'S AND FIRESPACES-CHAPTER 10 CONNECTIONS- 0 TRANSFER SHEAR FC o-, ENERGY EFFICIENCY-CHAPTER 11,SEE ATTACHED REPORT GIRDER TO DECK JOIST CONNECTION USE: CONNECTION MECHANICAL-CHAPTER 12 MTS12 @ EACH JOIST CANTILEVER CONDITION JEFFREY T. BUTLER, P.E. TABLE 3.11 (WFCM HIGH WIND EDITION) GENERAL MECHANICAL SYSTEMS-CHAPTER 13 (140 MPH 3-SECOND GUST=120 MPH FASTTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) HEATING AND COOLING EQUIPMENT-CHAPTER 14 PORCH POST TO DECK USE: IS WALL SHEATHING ATTACHMEN7T REQUIREMENTS FOR WIND LOADS EXHAUST SYSTEMS-CHAPTER2-AC4 -USE 14-16d NAILS O DUCT SYSTEMS-CHAPTER 16 1 3/4"MINIMUM BP COMBUSTION AIR-CHAPTER 17 PORCH POST TO GIRDER USE:2-AC4 EDGE DISTANCE V m STRUCTURAL SHEATHING MAXIMUM NAIL SPACING CHIMNEYS AND VENTS-CHAPTER 18 USE 14-16d NAILS SHEATHING LOCATION STUD SPACING iOR PANEL SIDING FOR 8d COMMON NAILS PLUMBING-PARTVII z uj u- 0 o (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) PORCH ROOF RAFTER TO GIRDER USE: HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, 0 a O E 6 MTS 12 AT EACH ROOF RAFTER AND WINDOW AND DOOR OPENINGS W o 0 4'EDGE ZONE 16 " F 12(SEE NOTE 2) (FLOOR TO FLOOR&FLOOR TO INTERIOR ZONE 16 E 6 Simpson Strong Tie o F U210 2X6 4„ FOUNDATION;WFCM FIGURE 3.8a&3.8b) Q x 12 AT EACH RAFTER 4 z IL/ 4-10d x 1 1/2" RIDGE TENSION STRAP < Z Uu Cl E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.10(WFCM HIGH WIND EDITION) Simpson Strong-Tie u) z le a AC4 CS20 USE 8-8d NAILS F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN'THE PANEL FIELD(IN.) ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS NOTE: AT EACH POST IN EACH END AT z U 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CO)RNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) ATTACH LEDGER TO FRAMING EACH ROOF RAFTER z MEMBER WITH 2-1/2"X 5"LAG > REQUIREMENTS SHALL BE USED. SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING BOLTS AT 16"ON CENTER SEE PLAN m O 0 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS I W UJ -YI `v MEMBERS WITH Gz0.49.FOR FRAMING MEMBERS WIITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCHES,O.C.) (SEE NOTE 3) (INCHES,O.C.) •' U) (L _� BE REDUCED TO 6 INCHES O.C. E 6 Q a Q � .; 4'PERIMETER EDGE ZONE 16 4 0) 3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX:NAILS SHALL BE PERMITTED TO BE SUBSTITUTED F 6 \ u- FOR COMMON NAILS. E 6 Simpson Strong-Tie O p 16 U210 2X6 RAFTER ►`�- o INTERIOR ZONE F 12(SEE NOTE 2) AT EACH CEILING JOIST t- z E 4 4-lOd x l 1/2" �/� • EL z GABLE ENDWALL RAKE AND RAKE TRUSS TABLE 3.2B (WFCMHIGH WIND EDITION-2015) F 4 u a SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT PANEL EDGES(IN.) d MAXIMUM ANCHOR MAXIMUM ANCHOR F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) ' RIDGE BEAM JOIST HANGER REQUIRED BOTTOM PLATE TO FOUNDATION FOUNDALTION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH d G AT CATHEDRAL CEILINGS BOLT CONNECTION RESISTING SUPPORIFING (1/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS) SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. ' LSSU OR EQUAL 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS Simpson Strong-Tie 2"MINIMUM :i :• •WITH G>o.49.FOR FRAMING MEMBERS WITH 0.425G<g.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6INCHES O.C. b U210 2X6 SIDECOVER •.b. RIDGE PAGE : • AT EACH DECK/PORCH JOIST LATERAL AND SHEAR LOADS 1-3 STORY 31 48 Simpson Strong-Tie Simpson Strong-Tie 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 4-10d x 1 1/2" WITH G20.49.FOR FRAMING MEMBERS WITH 0.42<i<Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCHES O.C. SSTB28 WITH BP t AT EACH POST FOOTING TENSION-STRAP r 4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS TYPICAL PORCHMECK DETAIL 0 T NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL WITH G>0.49,FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. LEDGER CONNECTIONS ANCHOR BOLT DETAIL PORCH COLUMN CONNECTIONS COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. i JOIST D ETAI 163 Plate nall-16d(0.135'x 3Yz") Load bearing or braced/shear wall 1X"round hoins may be at 12"on-center above(must stack over wall below) Load bearing or braoed/shear wall above cut anywhere in web Plate Hall,16d(0.135"x 3Yz";A Plate nail,16d(O.135 x 3Yz") " Blocking panel:1YA"TY'Rim Board, (must stack over wall below when present) R ALLOWABLE HOLES - TJI® Joists outside of hatched zone If at 1 S"on-center When sheathing thickness exceeds /a, 2) stud wall at Floor panel nail- / at 16'on-center 1Y4"or 1Y2"TlmberStrand LSL or No load bearing they are located 3'away Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6'on-center horizontally 1Ye'TJ`�Rlm Board,1Y4"or Web stiffener TJI"'oist. wall above Min.distance from Table A Min,distance from Table B Plate nail-16d 0.135-x 3Yz" Blocking panel: (edge-to-edge)from a 1Y2'TlmberStrande LSL or required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners lye"TJe Rim Board, DO NOT larger hole. TJI"Joist sides at A2W ONLY at 16"on-Center" Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya'"or%"TimberStrand"LSL cut or notch flange. Floor panel nail- or TJI°'joist Sd(0.131"x 2Yz")at 6"oru:enter" boundary Halls, at 83W ONLY 8d(0.131"x 2Yz") iY"or 1 Yz" / l' O Rim-toyolst Web Stiffeners required at 4"on-center TimberStrand'z' ( Ys"-t Web stiffeners 6" O 1W ..d 6" I nail each side at A3_W LSL rim board. 61 B1 W required on both Toe nag-10d(0.131" k " , sides of both joist 6• L, 2 x D, D, Closely grouped round Lz 2 x L2 Dz 6` s^ Toe Hal, Toe Hall, 1YO'TY'Rim Board, When sheathing k " holes are pennitted It 10d(0.131"x 3") � 10d(0.131 x 3"'} 7 12 x 3")at 6'on-center ends at B4W ONLY Nonzrdcur minimum minlmum No freedeut Do not cut (A3.11A3.1W Only) thickness exceeds/", Web Stiffeners required DO NOT holes 1n (applies to all holes the group perimeter hobs rn holeslarger at 6"On-center at 6"on-center 1Ya"or 1 Yi'TlmberStrandc LSL- trim sheathing tongue min• on both sides at Bl W p ) End of Joists at cut holes in cantilever hatched except knockouts meets requirements for hatched than l"�'In TJI'rlm joist at rim board reinforcement. round or square holes,r centerline zones zones cantilever Web stiffener � and B2W ONLY of support Toe nall"10d(0.131"x 3") required on both Must have 13/.t"minimum Table A -End Support sides at Al IN ONLY at 6"on-center' Instal proper blocking t° Blocking panels may be required with braced/shear Blocking panels may be required Minimum distance from edge of hole to Inside face of nearest end Su ort Al Al W A2 A2W joist bearin at ends.Attach A3 A3.9 A3.2 A3.3* support all panel edges B2 B2W with braced/shear walls above or a* rim joist perrA3 detail. O a pp walls above or below-see detal B1 B3 B3W below-see detail B1 se JOIST Tull ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 'For additional Installation speclflcations see Rim Board Details and Installation In A3W AV A3.2 A3,3 'For addl:lonal Installation specifications see Rim Board A3.4 Aw4 * DEPTH 2" 3" 4" 5" BY," 7" 5�" 11" 13" 2" 3" 4" 5' BY1" 7` 6'4" ,1" 13" O Nall through 2x nth 2 row wood backer and +10 1,.a. T-s" 2-0' 3'-0" 6'-0- r-0' r.6' x-6' T.6" 4'.6" Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. W W W for Floor and Installation In Weyerhaeuser Installation Guide 1Y"TJ'4 Rim Board or 1Ya"or 1Y2"TimberStrand" Blocking TJI"'joist web with 2 rows 10d{0.148"x 3"} 210 r-0' T.6" 2.s• X.(Y 5{" r-0 2'-0• 2-6 4'-0" S-0•' for Floor and Roof Framing, TJ•9001. LSL,Nail with 10d(0.131"x 3")nais,one each at panel nails at 6"on-center,clinched. sY" 3 1'.6" 2'-0" 2-0 -0" 5'-0' 1' �r -a• 4-S- 5 IT top and bottom flange.Nall to blocking panel with Use 16d(0.135"x 3Y2")nails with 3%"TJI"" 360 r-6" 2'-0• T-V 41.c' 6-0" r-0- 2'� 3-6 5-0 5-6 connections equivalent to floor panel schedule. Joist flange widths. s60 T-6- 2'-6• 3-6• s-o' r-0" 2'-kr 3'-a• 4-0' S••a^ 6'-0" V-0"length of TJI'joist 8"diameter maximum hole for 11 T/"- e s 110 r-o' r o 1 -m -6" '-n" V-r^ r r•6• -s" 41-W ^ '-o^ 1ya"TJ Rim Board 1Y4"or 1Y"TlmberStrand' reinforcement and filler 16"deep blocking panels 6"diameter 210 r-0• r$• r-0• x0• 3•-0" 3'-c" 6'-0" r-a• r-a• xa" 3•-0" 5•-0" s.6~ 6•-s^ 4'-0"length of 7 "_ „ LSL.Nall with 10d(0.131"x 3")nails, Attach reinforcement to joist 11%" 230 T-0" 1W 7-W r-0' ur' '-6" 6'-6" r 2'-0• 2'-6' ,•-0^ s 8" 5'-6" r-o" 9 8"diameter maximum hole for 11/„ block.Use 4'-0"length maximum for blocking panels 9Y2 �"reinforcement 16"deep blocking panels,,6"diameter with 9Y2"and 11%a'TJI'' eep or shorter than 12"long, one each at top and bottom flange, with one 8d(0.131"x 2Y") 360 T-0" 2'-{r 3ur' 3'-0' 4-W 5•-n" r-n" r-0' r-0• x-6' 4'-s" 6•-0•' e'-o" rs^ 8"diameter maximum hole for Attach reinforcement to]oil nail at each corner Soo r-0• 2'•6• 3'-0' 4'-T s'-6" 6'-0" 81-01, r 6 3W 4'-0• 5•-8" r.(r' r-6" a'-o" Web stiffeners 11T/a'-16"deep blocking panels: on one side at E2, maximum for blocking panels 9Y' joists. Do not cut flanges. J F1 applies to both sides at E3 vrith one 8d(0.131"x 2Y2"') +10 r-0• r-0• r-0• r-0• r-0" r-0` 3'-0" s-s" 1'-0' r-0• n6" r-0" 3"-6" a'•o^ 6'4" e'-0" reqludeep or shorter than 12"long. Horizontal blocking uniformly 210 r-0• r-0' r-0' r.6• r�r r-6" T-s^ 61•0• 1'.er 1'-0 rya ram^ 4-a 4'.6' 6'.6" s'-s^ Load from above sld(e red l both 6"ngpanel maximum for 1 a"TJ"Rim Board 1Y4"or 1Y1" Hall at each comer Do not cut flanges, panels between each loaded joists 14" z3o r-0• r-0• r-0" r.fi• r-0" r-e" 4•-0•• r-0' r-0• r-0• r-0' 3'-0•' 4•-0" s-a" r.o" s'-0" sidles at Ei W ONLY blacking panels an deep or TimberStrand0 LSL,Nail with joist.Nail to top plate with " only. 360 1'-0 r-0' 1•-0• 2W 3-6" 4'-0" 5'-e" 8'-0' t'-0• r-0• 7-6" 4•-0'• 6•-0" 6'�r" a,-a" e'-a" shorter than 12"long. 10d(0.131"x 3")nalls,one 12"length of 3/a' connections equivalent to Wood n Ito 560 1'•il r-0 2-T T-Cr 44' 5'-0" 6'.6" 9'dr 1'1• T-0• 4•-a s--c r-w r 6" 0'-o- low- z �. -- Ys" Do not cut flanges. 1YV TJ"Rim Board or 1Y"or 1Y2" each at top and bottom flange. reinforcement on floor panel schedule. backer a .tgt o�`1� 110 ''•'°' r-0•' T-0" 1'.0" '-o" Y-0' 5'c• r-0• 1101 r_r 11-6^ T-0' T-0" s-6" r-6- 10'-0' O j Tlmber52randr LSL.Nat with 10d eg �` �v�e a5° z10 r-0 r-0 1'-0- 1•-0• r•o" r-6" 7-6" 3'•6- a'o' ,'•o' T-0' T-o" r-a" 3•-0•' T-s' 64" 8'•0' 11•-0• cp one side at E5, 12"length of 3/"4" �ttk` et �Oa 16" 330 1'-0' 1'-0• /'-0' I-(r IW T-6" X-C" 4'.0" r•0' 1W 1'-0• 1'•0• 7-0" T-T 4'-0" 7'.0 9'-0` 11'-0' (0.131"x 3')nails,one each at Attach reinforcement to both sides at E6 � e� it<` top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side �a��� �r ��0 3so r-0 r-0 r rr r-0 rat" 2'6^ 4'e^ s'�^ 9'0 rtr nla r-0' 3-(r• 5%9' 5'-6" a•-o' 10'-0' 11W 0, y blocking between at E7,both aides at E8 F1 �on� 560 1'n 1'n rrr r�r r-0 3'-0^ s-0^ r-0^ 1m�r 1 a a'a 3 tY a-0 s F^ r n^ 1rr n^ liar• 1r a 10d enter, li 3")nais at 6 g 4~ 6" r- a" 10" 12• IAY,' 16'/4~ a^ 2x4 min mum Attach reinforcement " on-center,Clinched,Use 2 each Joist t0 joist flange with 1.•and 117 " E7 ES Less than 5" 360 •-0" 1'-C. '-0" 2'-0• 4., n- S'fii' 9,-6, T-0'• T-0• 4'-8` 6' squash blocks J 9 2' rows joists. 9/ a /a Less than 5" 1a• 560 r-0^ T-T T-0' 2'-0• 4-0' r'-0. 10'-0• 2'-0" 5'-0" s'-6^ a'-0• +r-0 1r-0 14'0 " Sd 0.131.x When Halls at 6" +�� Gap•: WEB STIFFENER ATTACHMENT 360 T-0" r-0" T-0" 1'-0• 2'-0' 4•-0" T- ,aa9' r-0" r-6^ 3ti0 a'•e' a{r 1n6 13'-0' 15'�z ( a TJI''Joists. 1� TJ Rim Board or 2 . �tl` ct` CS Use 2x4 minimum squash blocks to " Face grain y�R' on-center,When reinforcing E5 E6 /"- 20" 1Y4"or 1Y2 TimberStrand LSL t1`a both sides,stagger Halls. � Y3 minlmum Sso r-n^ r-r," r-n' 1'-0• x�r• a'-0•• s'•s 1 r�r' 1'-n~ a•-a^ 5'-0• r-0. 1a'-0. 13•�v 1a'-0. 1:>-8• transfer load around TW"Joist Nail with 16d(0.131"x 3") horizontal E4 Not for use with 3%2"VlO joist flange widths l• 2 4 maximum Ell 01W nais,one each at top and a E3 g (1Yz"for TJI" Nalling: Table B -Intermediate or Cantilever Support bottom flange, Minimum distance from edge of hole to Inside face of nearest Intermediate or cantilever support - EXTERIOR DECK ATTACHMENT Option#1; 560,560D) See table below. Apply subfloor TJi"joist blocking with end JOIST lit" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathingpp y Web stiffener both sides, DEPTH , adhesive to all blocks installed at Y.joist-span � .. z" 3° a" 5^ 6v,~ r ar," 11" 13" z" 3^ a" s" av;' r a�b" 11" 13- z Flush bearing plate required. Flashing locations using See table below. •With point load from above,and no support Hanger height must a g contact surfaces 9 below,Install web stlffencr tight to top flnngo 110 2'ar 7-V T-6- 4-0 r-0• r-0 2-6 3'-0' 5-6 6'-6 5�, Double TJI Joist F■er Block: Hanger Backer Block:Install tight Maximum Y4"overhang two 8d(0.113"x 2yZ) Tight fit" (gap at bottom flange) gy" 210 2'-0' 7-6' T-6' Wr 6'.tr' 2'-0• 31-0• 4'W 6'.6" r-0" la be a minimum of60% Attach per the table.Cinch to top flange(light to bottom permitted at beam. 2-6'r \ ofJoisf depth g p Treated 2x_ Halls or 360 T-0" 3'-0' 6-C 6-6' 8'�" 2'-0' 43166"W 4'-" T-6" r-0" } nails when possible. flange with face mount hangers). ledger Lypan 2y2"screws, ,� Depth Minimum Web Nailing Requirements Sso 3'-0 4-0 s-6 6-0 s-0 3.0 4-a s$ r-0" e'-0 d) Cllncn nals when possible. typical TJI Joist Series In. Stiffener Site Type Number Nails Soo sue+ s'o e-0 r rr ro-n 4•-a• s-a' a-er s-0" e{r to See fastener 41s�° �a yp ( } yp 1YB"TJ' Rlm Board°r 1Y4" �� End Intermediate Ito r.0• r-0• r r 4 table below.Maintain �yQ , " s ", 210 r-0• 1W r-0' 3•-0' 4'-0^ 5'-0^ s'-0" 1-0 z'-0 3.0 4'-0" a'•a e'•o" 1o'-n" " . '••, or 1Yz'TimberStrand LSL. 110 All /a x 2/6" 2"distance(minimum)from 3 „ s „r,� 8d 11Ys" 23o Jar• xar• x-0" 3'a;' Sur• 5'-6~ in'-n" r 7-6' a•-0' S'ar 6'a6" 4•4" 1m-6^ Top mount edge of ledger to fastener. 210 All �4 x 2�s (0.113"x 2Y2") 3so zur 3'-0 4.-T V-1r r-M r-6" I-n. 24r 3'•8" 5'-01 r-0" a-s' s'-n" 1 r-n" hanger o i Option#2; 230 8 360 All Ye"x 2/e" ` 3 3 560 r-0 3'-0' 4'-0' s-0" 8'-0" 8'-6" 12'.0" 3'-0• 4'.6• V.0' 8Wr 10'-0" 1 .n^ 12'•0" m Fastener Allowable Load'.)(Ibsibolt) 2x_strapping Installed at Y 16d 110 ,'-0- r-0' 1'.0' T.T r-0•• T-6^ 4'-6" 8'-6^ r-0• +'-0• 1••0•• r-0" 5••0" s-o^ s'-0" 12w• Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4 r" 210 1'-01 1'-0• 1•.rr 1.-0• r-0" 3'-0- v-6" 9'-6- r-0• 1'-0• 2"0' T-6" 6'.a' r-0" 10'-0" 13W {0.135"x 3Y2"1 14" 230 1'-0• 1'-0' V6(r r-0' T-6" 4•-0" 6'-0" 10'-V 1•-0 1'-0• 2W 4'-( 6'fi" r-6" 11'-0" 13'-6" hanger both sides of web Rim Board Material Yz"lag bolt y2"Through bolt with Alr Space �"screws per joist,typical with single TJI"Joist 1 e"'TJ"Rim Board M 480 695 18" 4 4 360 iw 1'-0' 2'-0 T-fr 5•-0" fr 9'-6" 12'-0' 1'-0" 2'-0 4'-0' S•ai" 9'-0" tn'aJ" 17-0" 14'-0" Web stiffeners required If sides of 1 :'TlmberStrand"LSL 810 725 615" \Option#3: 560D 20" 2x4 m 16d 5 5 560 r-o' Jar• r-s' 3'-f 5'a1" 6'-6" 9'-s" 13'.6- iur 3'-o' s-0' r4r itn-m iv-n" ia-6" 15'w. With top mount hangers,backer block required only 1 Y2"Timberstrand'LSL 675 725 Directly applied ceiing 22""' (0.135"x 3Yz') 6 11 210 1'-0• 1'-0• 1Xr r-0' 1Xr 1'-0" r-6" 5'-0' a's' r-0• n0• 1'.(r T-0° s••s" .•s" e'-s" 1 r-s• 1s'-0 H1 hanger do not laterally support at H2 H3 24":" 6 13 210 r-0• r-0• r-0" r-0• r-0^ r-0^ 3•-8" a'-0' 10'-0• r-0• 1•-0• r-0• 1.-0• 4.•6', 5.-6.'for downward downward loads exceeding 250 lbs or for uplift (1)Corroslon-resistant fasteners required for wet-service applications. O least%"of TJI"joist top flange LA PB1 When specified on the layout one of W 1e" 230 1,a v-o• r-0' r-a' r-s" z'-o" 4'-0" v-s 1r-0 r-0 r-0 r-0 r-0" 5.0 6.0^ 10-6" i3'-s• 1a-0 conditions.For nailing requirements see page 5,TJ- (2)Allowable load determined In accordance with ASTM D7672. " O (1)PS1 or PS2 sheathing,face grain vertical 3sa 1-0 r-0 r-0 r-0 3-0" r-0" 6'-6" 10'-0" 13'-0 1-0 r-0 r-0 4-0" r-0" a-G^ 13'-0" 1a'-e• 17Kr 9001,Weyerhaeuser installation Guide for Floor and (3)1y'Te Rim Board Is allowed with joist depths e-16"only. the bracing options above is required (2)Construction grade or better s6o iuo- v-n- r-0' v-w r-8• 3'6^ T-0^ 11'-0' 13 1W 1'-01 3 C 5�^ HAY 1n-n^ 1e'£^ 16'-0• 18'1r' Roof Framing,TJ-9001. (4)Maximum Yl"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TA a 560D Joists a- a~ r a' ,n- ,r u�- ,a�;- a• a" �- a" 1a ,r 14�^BEAM DETAIL�i FASTENING of FLOOR PANELS 18" 360 r " " 1's^ 3'-0" 6'-0 14' ' -0° 4'-0^ s'-0 s'-0" ,4'-0 16-0" 1s'-0 Guidelines for Closest On-Center Spacing per Row FILLER and SACKER BLOCK SIZES Sso 1'-0" 1'-0" 1'-0• 2'.0 V-0' 10'-0• 15'�S 1'-C'1 6'-0" 8'-6 11'.6• 16.6- IV-0- 17-G TJ ilm Rim Board 11/4" Tir Joists 110 210 230 or 360 360 560 560D 20„ 360 1'-0" 1'-0 1'. T-0' T-O' 6'•0' 1 V-( M.W T-0" 1'-6" 4'60' 7'-0` 12'-6' 16'-ti' 1w-c' 20'-0" BEARING FOR DOOR BEAM TO BEAM BEARING AT Nall Size 110,210, 360 and 1y Tjt TlmberStrand'LSL TlmberStrand"'LSL Mlcrollame' Paralam+ 9 " 7 " r " ' " 560 1•-n'• 1'-0" 1'-0' v-0" I,- 5'-0 11•-f w-6, V-41" T-n^ 6'-0• 8'-6• 14'-0 +ram 15-a' 29-6- BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1Y;' 1Yi' orwlder LVL PSL Depth gY2%11/s 14%16" 9Yz".11/e 14"'"16" gY-.11/s 14".16" 18"-20 11/ 14"-16" 18""20" 22""24" RecrangWarholes based onmeasurementk�longestsrde CONNECTION CONCRETE WALL Leave Ye"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. Ti" 8d(0.113"x 2Y2"),8d(0.131"x 2Yz") 4" 3" V 4" 3" 3" 4• 4" Flier Block(1) 2x6+'1a' 2x8+s/4" 2x6+%' 2x8+ " 2x12+Y• Two Two Tyro Four x I S' X 1Y6" Rim Board or Strap per code if top plate 2x6 2x8 � z Tables are based on unitorm load tables In current design literature. lY4"or t Y2"Tlrr�ber5trandr is mot continuous over IOd 0.148"x 3•',12d 0.148"x 3Y4" 412) 4"(3r (Detall H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing s Q ( ) ( } 6" 4' 3" 3" 5" 4" For simple span(5'minlmum),uniformly loaded joists used In resldenthl applications,one maximum size round hole may be located LSL or blocking for lateral header 16d(0.162'"x 3Y"') 6' 6" 16+4) 6"(sr eve 6"f,) 8.01, 6" Cantilever Filler 2x6 2x10 2x6+3/s 2x10+%g 2x6+Yz^ 2xiTIY,,'q Not at the center of the joist span provided that no other holes occur In the joist lu - Support Detall E4 4'-0'I sheathing sheathing sheatNng 2xhx Not applicable(1)Staggor nalls when using 4"on•center spacing and maintain%"jolst and panel edge distance,Ono row of fasteners is permitted(two at abutting ( ) Ong 6-0'lorg 4'-0"long 6'-0"long 4'-0"long 6' licable Strap per code If top panel edges)for diaphragms.Fastener spacing for TJI"joists In diaphragm applications cannot be less than shown In table.When fastemer spadN for Backer Block 11l ALLOWABLE HOLES - Headers and Beams ul � � O blocking Is less than spacing shown above,rectangular blocking must be used In lieu of TA 'joists. 3 , y - 7 „ plate Is riot continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted If the rows are offset at least'W and staggerer!. (Defeo F1 "or/, a/"or ar I"Net 2x6 2x8 2x12 Two a x 15" .55E 7imberStrand 'LSL Headers and Beams U or H2} sheathing O f^ r ly over column (3)+A1th 10d(0.148"x 1/�)Halls,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the � r Top mount 4 Filler 16d(0.135"x 3 i4") N ( )Can he reduced to 5`on-center If Hall penetration Into the narrow edge Is no more than 1y"(to minimize splitting). Nall Size 10d(0.128"x 3") largest hole(minimum) LU hanger (5)Can be reduced to 4"on-center It nail penetration Into the narrow edge Is no more than 1 Y4"(to minimize spllt9nq). Decker IOd(0.128'it 3") Protect untreated Y,depth Allowed hole Zane IX Column Face mount (6)Can be reduced to 3y"on-center If nal penetration Into the narrow edge Is no more than 1 Y;(to minlm17e splttingl Nall Filler 15 one side 15 each side 25 each side "� �/ Ill wood from direct ■Recommended nailing is 12"on-center In field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede hanger contact with recommendations lsted above." Quantityt2) 15 15 15 15 f- _ ______ __ _________ __ cq O Backer _ _ _ _ concrete ■Maximum Hall spacing for TJI )ousts Is 18"on-Denier. Q � L1 L2 L3 See current Weyerhaeuser L4 . 1)If nere4aA rncrPaSe fit. and barker blork height far face motmt hangers and mAnlain o L _________ ____________ ■14 ga.staples may be substituted for 8d(0.113"x 272)nal s If minimum penetration of 1"Into the TJI'joist or rim[ward Is achieved. ( ro, gap at,np at j y47;see deal W,Fihr and harkPr t4xk m literature for framing connectors dknenstons gnovd accomada,e regulmd Haling vAlhout splting(12"minlmum for backer bk,cks and 24'mNmun fox llk3rbloclks). . a a a a 1.55 E TimberStrands'LSL X O lLJ g ■To mini fze splitting,maintain edge oil to xe and roe sparing of 2 x Hal diameter or ",whichever Is greater. (2)CIInch nais when pos lhla. O Ill Headercr6eam Maxknum Round ■Nailing rows must be offset at leastYl"and staggered. Deptt, H�Str" ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guitde for Ftaor Multi le-Member Connections for Top-Loaded Beams and Roof Framing,TJ•srxil. Joists must be laterally supported at 8" a" g/4 11 " 3 p W P P 1,v,"-11 i� ay„" � O Fastener Installation Requirements cantilever and end bearings by blocking 14-_16" 4'/- N Fastener TJI(D joist floor framing does L Ell panels,hangers,or direct attachment to General Notes see eustrallon for allowed holo zone WidPieth Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with uniform andfor concentrated loads anywhere along the member. • „ sides,stagger fasteners on the second mid-span blocking • Round holes only LL BEARING AT 1 Od nails 3" 3 ' 12" side so they fall halfway between • No ides le headers or beams in plank orlentarbn- 1 COLUMN 2 12d-16d nais 3Y4" V, One side fasteners on the first side. IL Screws 33/"or 3Yz" 2 24" H2 10d nails 3" 3a' Al Other Trus Joist® Headers and Beams 12 Both sides DO NOT bevel cut joist Rim board joint Microllam'LVL B 3 121i-16d nais 3Y4" 2' j E2 between joists DO NO Toverhangseatcu& 1.3E TlmberStrand' and Para)lam"PSL beyond inside face of wall ENG•sINEER: 1 4. 3'/A"or 3Yz" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Screws 2 24• Load must be applied evenly across 3, 5" One side entire beam width,Otherwise,use face ofsupportmember. largest hole(minimum) DO NOT cut notch or drill holes in headers or beams Verify column capacity 10d Halls"' 3" 3"' connections for side-loaded beams. except as indicated in and beam bearing 12 One side L5 length.See current 4 12d-16d nais 3Y4" VI (per ply) d L--_-f ___ -1 P o -_-J a o illustrations and tables. Weyerhaeuser literature, 5"or 6" Both sides a e a �ti Screws 2 24" Multiple pieces can be Walled or looked together to CS * > n f 9 6 3/4" One side form a header or beam of the required size,up to a TJIe t1m joist _ t,- 5" Both sides L6 maximum width of 7" a " w Srraurc 2 24" ^ L9 hllcrollam LVL and Other Trus Jolstr8 Beams r3y2. 2 6 s/4" One side A2 / 1Y4'or 1 Y7 TlmberOtrand°"LOL. D,p^h Halo Sho iY"TJ Rim Board Or Parallam'PSL allr"wod into 7rx,a [leader or Beam Maximum Rounid fn " � middle%,span 4/ 1" Y1"bolts 8" 2 24" - 3 (1)10d trials are 0.128"diameter:12d-16d nais are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK " L1 d 1.3E TlmberStrands,LSL allowed tole zone d 7y5Y20• 12" `• 3 r i r r COLUMN DETAILS B, O F�-S1O� (2)An addltl0nal ro+,v of nais Is required with depths of 14"or greater- H1 See Illustration for Allowed Hole Zone � �--_. (3)When connecting 4-ply members,nall each ply to the other and offset nall rows by 2"from the rows In the ply below. General Notes JEFFREI' T. BUTLER, P.E. B2 • Allowed hole zone suitable for headers and beams with uniform loads only. / • Round holes only (� BEAM ON NAILING AT BEARING FLOOR L5 No hales In cantilevers. � COLUMN CAP (FLOOR) O TJI1D Joist to Bearing Plate Squash Blocks to TJP Joist B3 w � ro • No holes In headers or beams In plank orientation. V t 1Y6"TJ'Rlmt Board or (Load bearing wall above) r. 1Y4"or 1 Y2"TflmberStrandc LSL. Joist may be shifted up to 3"if Use B1 or 82 at f O �n One 10d(0.128"x 3') nall Into each flange floor panel edge Is supported `/ B4 Intermediate bearinlgs - One 8d(0.113"x 2Y" 9 z N } and span rating is not exceeded. tx .-Hal each side.Drive g /� `� O Do not out joist flanges. .ti. With load bearing or \ Q � Q O nails at an angle at Plumbing D braced/shear wall) z o least 1Y2"from end. g P1 _ from above End of joists IJJ V O 0 at centerine a a 3Yz'minimum I - COLUMN BASE 13/4"minimtum end bearing intermediate bearing Also see detail 82 of support t2 Q O single-fam,lly applications 5Y4"may be required i � z for maximum H1 ) Q Shear trans;fer:Connections equivalent capa�y o / / < = Z a to to floor pamel nailing schedule / t.- " Rim to TJP Joist 15 o ri Q V ` 1Ye"TJ'Rim Board, a TJI"'560 rim joist:Toe o Z 1Y4"or 1 Yz TlmberStrand LSL. Additional joist Is required If t nail with 10d(0.128"x 3") o . ' DO NOT use sawn ill O or TA'110 rim joist; floor panel edge is unsupported L4 • , � N nais,one each side of lumber 0 m V O P2 One 10d(0.131"x 3'")nal Into TJI" oust flange Tit£660 or If span rating is exceeded. '. T ` \ -" Exterior Deck Y N j 9 lA board or bJockln each flange o Attachment 9' Ill Co n floor joist � asit may shr/nk (n TJI 210,230,and 360 rim joist: �+ a ; "' Structural after Installation. u ELEVATED One 16d(0.135"x 3y")nall Into INSTALLATION TIPS o o sheathing Use only O N each flange. Subloor adhesive will Improve floor erformance,but IZ ' COLUMN BASE 4, p p o Use lumber. 1L 13/4"minlmurm bearing With depths>16",use TJI' 360 rim joist. may not be required. o O O Locate rim board joint between joists. lop View o Safety bracing(lx4 Z •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8•on-center(6' Lu BEAM ATTACHMENT at BEARING vertical loads(details B 1 and B2).Packing out the web from direct contact wlih o See ALLOWABLE on-center for TJI"'110 joists)and 0 _ of a TJ I'joist(with web stiffeners)Is not a substitute concrete 1Y2"knockouts H3 HOLES extended to a braced and wall. U p iy"TJ"'Rim Board or for squash blocks or blocking panels. at approximately Fasten at each oust with .,r..L.., 1Y4"or 1 Y"TlmberStrand°LSL, 12"on-center two 8d(0.113"x 2Y2")nails minimum •When joists are doubled at non-load bearing parallel (see WARNING), partitions,space joists apart the width of the wall for Bearing plate to be Optional plumbing or HVAC. flush with Inside face P3 nnn-chrink see Ian ra likable ur rout Drive nails at an p' n 'ut 1 0 / of wall or beam 9 Oine I Od(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional Joist at plumbing drop(see detail). side of member at bearing, splittingof late and Roof Framing, TJ-9000. For minimum lYz"minimum from end p end and intermediate bearing lengths. PAGE & 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, T1-9006, which should be referenced for additional information. S OT eJ COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C. 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE TABLE R402.4.1.1 — AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN � CONTINUOUS BEAD THE BUILDING ENVELOPE ---OF SEALANT ' GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR— PERMEABLE INSULATION SHALL NOT BE USED A5 A CONTINUOUS AIR BARRIER SEALING MATERIAL MANUFACTURED THIN—PROFILE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE f% ATTIC VENTILAIrION BAFFLE ELATED AIR SPACE SEALED (FULL WIDTH TTIC INSULAITON THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL ./ GAPS IN THE AIR BARRIER SHALL BE SEALED BE ALIGNED WITH THE AIR BARRIER —CONTINUOUS MINIMAL ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE WALL EXPANDING FOAM AT �% DOORS TO UNCONDITIONED ATTICS SPACES SHALL BE WINDOW PERIMETER 'J SEALED I ONTINUOUS BEAD THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS OF SEALANT BE SEALED. SHALL BE INSULATED BY COMPLETELY FILING THE CAVITY WITH FILING GYPSUM BOARD �" RIGID INSULATION WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF A MATERIAL HAVING A THERMAL RESISTANCE OF R-3 PER AS AIR BARRIER EXTERIOR WALLS TO BE SEALED INCH MINIMUM ONTINUOUS BEAD XTERIOR INSULATED EXTERIOR THERMAL ENVELOPE INSULATION FOR (FRAMED WALLS ------JNINDOW UNIT AS OF SEALANT WALL KNEE WALLS SHALL BE SEALED SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND AIR BARRIER CONTINUOUS BEAD CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF SEALANT THIN-PROFILE ATTIC EAVE AND DOORS CONTINUOUS MINIMAL BAFFLE AND VENT WINDOWS, SKYLIGHTS, THE SPACE BETWEEN WINDOW/DOOR JAMBS AND EXPANDING FOAM AT ONTINUOUS MINIMAL FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE �--� WINDOW PERIMETER EXPANDING FOAM AT SEALED WINDOW PERIMETER CONTINUOUS BEAD " GYPSUM BOARD MANUFACTURED RECESSED LIGHT RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED z OF SEALANT' 1X4 BLOCKING ENCLOSURE TTIC INSULATION N I FILING JOISTS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO --CONTINUOUS BEAD MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF FLOORS (INCLUDING ABOVE GARAGES & THE AIR BARRIER SHALL BE INSTALLED AT ANY OF ADHESIVE --CONTINUOUS BEAD I UNIT AS CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH THE TOP SIDE OF SEALANT AIRR BARRIER SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY INSULATION BA OF SHEATHING, OR CONTINUOUS INSULATION INSTALLED ON SULATE D EXTERIORLN ALL THE UNDERSIDE OF FLOOR FRAMING AND EXTENDS FROM THE CONTINUOUS MINIMAL XTERIOR WALL BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING EXPANDING FOAM AT SHEATHING XPANDING FOAM SEALANT MEMBERS WINDOW PERIMETER AT PERIMETER CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO BE CRAWL SPACE INSULATION, WHERE PROVIDED INSTEAD OF 2-STUD CORNER ONTINUOUS BEAD COVERED WITH A CLASS 1 VAPOR RETARDER WITH FLOOR INSULATION, SHALL BE PERMANENTLY ATTACHED TO CONTINUOUS BEAD w/ lx4 BACKER OF SEALANT CEILING OVERLAPPING JOINTS TAPED THE WALLS, N -F0^% F SEALANT RECESSED LIGHT FIXTURE SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE 4 PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED } a ONTINUOUS BEAD SPACE TO BE SEALED m CONTINUOUS BEAD N OF fiFA1 ANT' OF ADHESIVE AIR SEALING AT RECESSED BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR 'ON IINUOUS BEAU NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT ON / CONTINUOUS-- L SILL MUALER OF SEALANT LIGHTING IN ATTIC INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY ONTINUOUS BEAD SPACE / \ \` --FOUNDATIONI WALL I OF ADHESIVE ONTINUOUS BEAD/ /� GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED SPACE AS AIR BARRIER OF SEALANT RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE E SLAB AS RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED TO BUILDING THERMAL ENVELOPE SHALL BE SEALED AIR AIR R BARRIER THE DRYWALL/FINISH SURFACE. TIGHT AND IC RATED f'LOOR ASSEMBLY LOCKING AS REQUIRED PLUMBING AND WIRING NEATLY T FIT iN EXTERIOR WALLS, GATT INSULATION SHALL BE CUT ' n \ "\�//\��\\/� CONTINUOUS OF BEADBEAD ONTINUOUS BEAD ENCLOSURE INSULATION BOX NSULATION THAT RONNNSwALLATiON READILYIRING AND MBING, OR /j ° v //'`/\/rj\/ /�, OF SEALANT TTIC INSULATION CONFORMS TO AVAILABLE SPACE SHALL EXTEND //�\ 'a \���\/\\�/•��, � � FILING JOIST BEHIND PIPING AND WIRING ONTINUOU5 BEAD SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOUTERS AND TUBS �� �� �� ��� ��r���fj'��//�,`/ 5Ttj F SEALANT ADJACENT Td SHOWERS AND TUBS SHALL SEPARATE NTERIOR GYMSUM THEM FROM THE SHOWERS AND TUBS SHALL BE INSULATED CONCEPTUAL AIR CONCEPTUAL AIR WALLBOARD AS BARRIER AA \AA/ ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND SEALING' STRATEGY SEALING STRATEGY EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR AIR—SEAL CONCEPTUAL AIR SEALING BOXES SHALL BE INSTALLED lu IL LOWER WALL SECTION UPPER WALL SECTION STRATEGY AT UPPER FLOOR - HVAC REGISTER HVAC XPANDING FOAM SEALANT BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE 2 ccl BAND JOIST AT PERIMETER SUBFLOOR OR DRYWALL OR CEILING PENETRATED BY lu �p c O SEALANTOUS BEAD OF THE BOOT O O U RYWALL CEILING CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE t GYPSUM BOARD SPRINKLERS SHALL ONLY BE SEALED IN A MANNER J N 4 .4 ECESSED LIGHT FIXTURE 2) LAYERS 2" RIGID INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. INSTALL 1" RIGID INSULATION INSTALLED DURING FRAMING CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT cq W CUT TO FIT BETWEEN THE AIR SEALING AT RECESSED BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER `) O 0 —1 RAFTERS FROM SEAL BOTH \D I- 1" RIGID INSULATION SIDES ALONG RAFTER WITH COVER PLATES AND WALLS OR CEILINGS ROUGH CUT AROUND EXPANDING FOAM SEALANT. LIGHTING IN ATTIC �'Q XO O VENTILATION CHUTE_ MAINTAIN EQUAL VENT SPACE . LU co IL —AIR SEAL PERIMETER ENTILATION CHUTE FOR LENGTH OF RIGID INSULATIO SULATED EXTERIOR MATERIALS R—VALUES }- ZWITH EXPANDINt; TTIC INSULATION LN ALL EMENT BACKERBOARD 6 cS —� FOAM SEALANT XTERIOR WALL INSTALL 1" RIGID INSULATION SHEATHING TUB SURROUND FINISH MATERIAL R—VALUE � VERTICALLY TO CONNECT cq TUB UNIT INSULATING SHEATHING TO RIGID 3-STUD CORNER w/ 0 INSULATION BAFFLE. :' TUB SURROUND BUILDING BOARD FOAM SEAL BOTH JOINT ' RIGID INSULATION PRO IDC BLODSTAY INGTAT BEYOND —� GYPSUM WALL BOARD (Y�"} 0.45 U- AT EXTERIOR WALL ONTINUOUS BEAD ON1fINUOUS BEAD '' g + OF SEALANT # OF SEALANT GYPSUM WALL BOARD (r� ) 0.5625 RIGID INSULATION al ONTINUOUS BEAD INSULATED EXTERIOR OF SEALANT THIN PROFILE WALL PLYWOOD (Y2") 0.62 XTERIOR INSULATED " RIGID INSULATION STUD WALL SHEATHING )=NCsINEER: WALII ROMDE BLOCKING AT ONTINUOUS BEAD PLYWOOD (3/") 0.94 XTERIOR INSULATED STUD CAVITY AT SHOWER OF SEALANT QF NEw WALL AT EXTERIOR WALL ONTINUOUS BEAD OF 1 RIGID INSULATION AS II SEALANT NSTALL INTERIOR SHEATHING SIDING 1 EXTERIOR INSULATION SHEATHING PRIOR TO INSTALLATION OF XPANDING FOAM rl 1� AT TIC EAVE BAFFLE AS ATTIC EAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT ALUMINUM/ VINYL SIDING (NOT INSULATED) o.s1 _ �.11cc CUT AROUND MA�TUF. VENTuj -� ALUMINUM/ VINYL SIDING (Y2 INSULATION) 1.80 m �, REFAB Z i?, �+ TILE SURROUND FINISH FIRCPLACE EMENT BACKERBOARD UNIT O00 FRAME FLOOR ASSEMBLY NSTALL 1" RIGID INSULATION FLOORING �E SIONP� AT BOTH HORIZONTAL AND NSULATED NSULATED EXTERIOR EXTERIOR HARDWOOD FLOORING 3 " JEFFREY T. BUTLER, P.E. DRAINAGE PLANE VERTICAL CAP OFORIOEXPAND!NG FOAM) STUD WALL STUD WALL AIR SEALING BEHIND TUB TILE (/� ) 0.05 INSTALL EXPANDING FOAM THIN PROFILE WALL SHEATHING Q SEALANT AT INTENTIONAL GAPS ---EX►STING FLOOR w/ THIN-PROFILE SHEATHING CARPET WITH FIBER PAD 2.08 0 AT 1" RIGID INSULATIONw ASSEMBLY CARPET WITH RUBBER PAD 1.23 m CONTINUOUS BEAD OF ONTINUDUS BEAD OF V SEALANT CAVITY INSULATION MINIMUM DRIP Z SECANT w u- p MANUF. SHOWER AIR SPACE (Y2" UP TO 4") 1.00 Q O °o 1" RIGID INSULATIOt PAN 5Uhhll C:LO'SUM \-tXHANUING hUAM � -----WOOD FLOOR ASSEMBLY -- w cc A INSULATED CANTILEVER FLOOR OOD FRAME FLOOR . AOPHALT SHINGLES 44 f- a CAVITY INSULATION w/ I" RIGID L. ASSEMBLY 0 Z 3 m INSULATION CLOSURE WOOD SHINGLES 0.97 Z o AIR SEALING BEHIND SHOWER AIR SEALING AT PLATFORM FOR co R z w/ THIN-PROFILE SHEATHING MANUR FIREPLACE ASSEMBLY DOORS > N z WOOD, SOLID CORE (1 3/4") 2.17 a) O `c TTIC IMSULATION U O INSULATED METAL DOOR (2") 15,00 W Q EILINIG FRAMING LOOR GRILLE I ' HEATH INTERIOR OF FLOOR DUCT BOOT 1POURED CONCRETE PER 1" 0.08 CL LECTRICAL WIRE RIGID ATTIC ACCESS TO ONTINUOUS BEAD OF r 0 O F o +1" OF INSULATION SEALANT ---— 1 u- Cc — LEVEL PLUMBING PIPE — flTVUB FLOOR —TOP PLATE CL z z CCESS PANEL --DRAW ACCESS PANEL TOP PLATE W � a J 74 SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDING FOAM OU Q SCREWS EXPANDING FOAM TIE AT INNER LINER SEALANT TRIM AS REQUIRED SEALANT JASTIC AT INNER LINER TIE AT OUTER LINER ALL STUD INISIH CEILING WALL STU - AIR SEALING AT AIR SEAL AT TOP PLATE AI.R SEAL AT TOP PLATE PAGE & ATTIC ]HATCH PIPE PENETRATION AIR SEAL AT DUCT BOOT ELEICTRICAL PENETRATION J Of J COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.