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HomeMy WebLinkAbout51425-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51425 Date: 12/03/2024 Permission is hereby granted to: Berger M Living Trt 5906 Rolston Rd Bethesda, MD 20817 To: Construct a new single-family dwelling as applied for per SCHD approval. Premises Located at: 285 Blue Marlin Dr, Greenport, NY 11944 SCTM# 57.4-45 Pursuant to application dated 09/30/2024 and approved by the Building Inspector. To expire on 12/03/2026. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $2,014.00 CO Single Family Dwelling-New $100.00 Total $2,114.00 J4 D Building Inspector fft N TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 r Telephone (631) 765-1802 Fax (631) 765-9502 htt- :llww. ortlaldton • crv ..xs< Date Received APPLICATION FOR BUILDING PERMIT �'1C E For Office Use Only L I 3 � � _j&-PERMIT NO. BuildingIns�aectc�r: � I � Applications and forms must be filled out in their entirety.Incomplete PURI- MING DEFT. applications will not be accepted. Where the Applicant is not the owner,an IN Owner's Authorization form(Page 2)shall be completed. TIP Date OWNER(S)OF PROPERTY: Name: ZI SCTM#1000- 6`7— ^T Project Address: S r1 n Via- Stlo+Wl Phone#: ( 03 c/ Email: 7Trvl r , CO r1 Mailing Address: 3 10!� N e G) v 00, 0+cko � .f, CONTACT PERSON: Name: 'S �cV f -ZW ma J Mailing Address: G Poo ff d jf' vi +off +' 7 O ' Email: 4-f V'Q "+ ,4 Phone#: °� � �,wt f DESIGN PROFESSIONAL INFORMATION: Name, �Vbte mf S ' n Mailing Address: Qrl V wod t4J'fr- N 11 7 Phone#: p�d� 3 Email: ��aol. c (q CONTRACTOR INFORMATION:q Name, +t�..» `"I"�+GR c*a C Mailing Address: a ore Y 1 1-7 Email: Phone#: � -- ��0 7— 0-7 Email- etc""� .CUM DESCRIPTION OF PROPOSED CONSTRUCTION tew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: !other $ Y -Oxn 0.Uo Will the lot be re-graded? es Will excess fill be removed from premises? ❑Yes Ix No 1 I PROPERTY INFORMATION Existing use of property: k VI Intended use of property: I -61 , Al Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. El Check Box After Reading: The owner/contracmr/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal Law. Application Submitted By(print name): 4UeY► Zau 014Lt ❑Authorized Agent ❑Owner Signature of Applicant: Dater I' ARY'ZOUMAS NOTARY PUBLIC,STATE OF NEW YORK STATE OF NEW YORK) Registration No.OIZO6045952 SS. _ Qualified in Suffolk County COUNTY OFF ) mission ExpLres AUG.7„2026 Com being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �cJ °k`' ' ve- (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 t� day of «n: e ,20 &tary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at [ S� N CQUE ) ;" I7 do hereby authorize to apply on my beh If to the Town of Sou Building Department for approval as described h rein. Owner's Signature Date Print Owner's Name 2 " Workers' Certificate of Attestation of Exemption STATE Compensation from New York State Workers'Compensation and/or Board Disability,and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Contractors License StZ Contraeila l llc 6218 N Country Rd From:Suffolk County division of consumer affairs Wading River,NV 11792-1625 PHONE:631-88(-1585 FEIN:XXXXX3839 W'orke 'Com a sation Exenagggg.tateme l" The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: 'The business is a I LC:°,LLP,'I?LC.P or a RLLP;OR is a partnership under the laws of New York,"hate and is not a corporation. Other than the partners or members,there are no employees,day labor'°leased employees,borrowed employees,part-time employees,unpaid volunteers(including family inerribers)or subcontractors. Partners/Members: Steven W Zoumas Disability and Paid Famil•Leave Benefits Eatem t Staten rent: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST UST be either: 1) owned by one'individual„ OR 2) is a partnersili,p(including LLC;,LLI,I''LLP ltLLl,or LP)under the laws of'icw Fork State and is not<a corporation„ OR d) is a one or two person owned coo.oration„with those individuals owning all of the stock and holding all offices of the corporation(in a two person owated corporation each individual most be an officer and oven at least oate$)rate of stock)„ OR 4) is a business with no N'YS locution, In addition,tire business does not require disability and paid family leave benet)ts coverage at this time since it has not employed one or more individuals on at least Mltl days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Fancily Leave llcnefts l.avw) 1,Steven Nva ZQuJwJs,arra the Mernber with the above-earned legal entity. I g nat that due to my position with the above•nained busin s I have the knowledge,information and authority to make ilris Cectihcate of Attestation of Uicmpiaon. I hurelly afil that the slatements mzadc herein arc true,that I: have not made any materially false slatemnents and I all this Certificate of Attestation ufLxeuapiion under the penahies ofpa:r)tary, I further affinat'thai I undersiand than any raise staiement,representation or conceatmetuivill sub(v:t me 10 felony criminal prosecution„incl'uding,)ail and civil liability in aecordavee with the work "Compensation Law and all other New York State laws. By submitting,this f.'ertifitate of Attestation of rNemption to the governmenl eattityv listed above I arvo hereby affirm that irc'iruurnstarl ch¢urge so that workers'witiperil Cion insurance anchor disability and paid. family leave benerns coverage is inquired,the ahovc-named legal entity will immediately require appropriate Nex York�"alatespocifuc avorka " compeansaiion insurance andior disability and paid family leave berl'coverage and also irrimethately banish proof or liar coverage on forms agrprro�vcd by the Chair or the wurkera"Compensation Bo rd to the govereml entityl6tcd above. HERE Signature: Date: � —�Q_ '�C/ Exemption Certificate Number Received 2024-013993 February 28, 2024 NYS Workers'Compensation Board CE-200 01/2018 A ?H CERTIFICATE OF LIABILITY INSURANCE DAosrz"7"n°o2aY"' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME,.CT Dawn Savtano AssuredPartners Northeast,LLC. 'HDNE. (631)4654000 (631)465-4005 100 Baylis Road ¢MRCSs: Sawn savianogassutedpandnerc$.,com Suite 300 INSURERS AFFORDING COVERAGE NAIC N Melville NY 11747 '...INSURERA: Southwest Marine&General Insurance Co. 12294 I INSURED ..__.. .,,�..................-... ,,,,,,, INSURER B SJZ Contracting,LLC INSURER C 45 Route 25A INSURER D t. Suite D-2 INSURER E: Shoreham NY 11786 (INSURER F: COVERAGES CERTIFICATE NUMBER: CL2422322593 REVISION NUMBER: THIS IS TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. NSP TYPE OF INSURANCE POLICY NUMBER RCY 6 tl.TR� 'MMADDAYYYY M Y'Y, LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR RagMI S.E� rr n '.$...100,000 MEO EXP An one Person. „ ... 'Contractual Liability 5 000 A GL2024LHBOD061 02/16/2024 02/14/2025 PERSONAL&ADV INJURY $ 11000,000 GEN'P�YF AGGREGATE LIMIT APPLIE'S PER:. 'GENERAL AGGREGATE $ 2,000,000 Coi El Loc PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER," $ �. AUTOMOBILE LIABILITY CMI it IN .LMMI $ a c on' ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident} $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERITDAMAGE $ AUTOS ONLY AUTOS ONLY po, JI UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION S (WORKERS COMPENSATIONOTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRdE,rORNAHZrNIERIEX.ECUTIVE N/A EL..EACHACCIDENT $ OFFICER✓IIMOI REXCLiUI.ME.D7 JMandatmY Ma NH) ❑ EL,DISEASE-EA EMPLOYEE $ If yes,deaodbs under DESCRIPTION Or OPERATIONS W. E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Certffcate holder is included as an additional insured if required by written contract,subject to the terms and conditions of staled policies: General Liability applies on a primary and non-contributory basis with a Waiver of subrogation in favor of the Additional Insureds, CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 23095 Route 25 AUTHORIZEDREPRESENTATNE Southhold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD MAP OF SOUTHOLD SHORES AT ARSHAMOMAQUE _ LOT 24 SITUATE AT THE TOWN OF SOUTHO[D ., FILED AUGUST 29,1983 I r FNFD Al /1BSS O S ;7- aT+" TOWN OF SOUT OLD E A fy SUFFGk CWNTY•i T � P S � 7 LOCATION MAP i � A xvs t% y is PROJECT OAIA w �'�"�'� � "����9 � ____- •o,. u m sumo t _ � / � t � --s€mov�acmaaro orcnec m�w.s I +1 s {4S We 0 I AA F . 1 ^� sxrtxrc AwY r L.K.MISWararss O P C O A �� � i. em.e.1.: rWlwelm.1.ee sa eEve E.ne TEST P OLE BUILDINGS: �n GENERAL N07E5: PNP.ELT: TOWN OF SOUTHOL D l i w lnuwml:srakrwcs wma+1v or slxrtuer Sm SUFFOLK COUNTY, NY y 7 NCgBHI 9xMWR S91FM b i D rON A TM&a•BFIINOAIB. - _ s �i r -' T; n�+Tmr a uwam w mu rtnoo zalc■ T' r ` �v 4 suRVEv NorEs: PROPOSED RESIDENCE `—' �c�t.. � eEAwcs en.0 wa w xew m«sr�rz wx eoonorre svertu,umc mnxo zoxE .fiYi .. } j S ]flE�Atl16 4€M4,FAE q1 A6F1m1S_N�VO IY!!. a �. _. R_..+ b a a a�; � r�k luM1fr Nw BFueK A 18ET14.D uro will YAYp OtR . �� :fr4�d 11r'f.1Y(+l L: TS00.SYBdNSYW t.OI lw NDI 1Mx STAIE 10UIINI4 IIY Ilpl 3` a �£: _� 6. , f nnr CURE DAY M 01epNLL K D16 SUR1£Y M�RD wM M1 OIEpxLL 1ME LWO # SVPKW€r4 tYB049FD'Ce bnm'SFIL Sx111 RE C016IDr+TO1 i0 RE VNID IAUE WPE^a. q 6 HE7V011 6m6VAlIM YpGICp SYTB'I TWT R15 SURhY NA4 PIIFPNiFD N ACLdIpVI[E Pl.- TMIe osmw coo[of m�cncc rox wm sumfwas•mmm er 11c 1a.vax - %,- sa1E wssoweex a D'v01ES9OM,L lNO suR.sw€a.s,m:cIIRGTgNS sIUIL mM � \� •' l Tini rms 'c�vi:ionuwAor c�w'o uramlk�uA�mn�0ax u�w�wm m .: +�'�`�' �-.a � e As�as or,xc 1nloxc+mnvlex,comDu,nxs au:xor 11uxs[Twe To w -oc-vmWislw xwlmm�' _ 6 TIE SIXM1EY t1R$6 1g11pw1GYLY - � e = �BtuE Mp,pIIN ORNE � .K O Y NY OF H CTN Sell EXCAVATION INSPECTION REQUIRED PmmrF OF ConsmulF A SITE PLAN Si Fmfty WseTti ONLY _ FOR SANITARY SYSTEM Y HEALTH DEPARTMENT DATE a_ RT SANITARY PLAN g FOR KYi a :•�. _�- a a - EXPIRES niREE YES I'll DATE diPP Ii1AL Z€� ps SEEATTACHED SPECIAL CONDITION,GRADING PLANAND/OR PLOT PLAN. � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � . FlBERGLASS LOCKING VD FIBERGLASS LOCKING LID _ y0 a TOP OF RIM e9-TOP OF RIM F ETF/, 10 4 1. ELEV,10 4 POLYLOK 20'COVER MIN �""IA. EL 10.2 SDR 36 PVC PIPE - I MIN..1/8'PER V INV..�.Dw 77 _..POLYLOK 6' 4, RISERS z�' €TCHEi1 ';.3 PDSTRIBUTION BOX 1 1 ENOGIN TYPEv:lm _ �-� ,- LEVELING DEVICE LOCAT ON MAP - 7.90 4 N.T. '.( usr waN ViL TD rDIERaE Lam. +`i £; I MIN.4'DM. a SDR 35 PVC PPE PITCHED PROJECT WTA n�WvoeKD I MIN 1/B'PER 1 INV 760 £ mrW au IIm —MIN_12'COMPACTED SAND OR BUILDING CONNECTION DETAIL € 20'MIN. PEA GRAVEL LEVtl1NC PAD ur H��DL_ o�Aav arm Kaao,m t1RET Nam___.-I.-!I W-A.W N.T.S. DISTRIBUTION/SAMPLING MANHOLE _WIpE IAaT moola cw HIGHEST EXPECTED WATER0�3=0£. - _T.-��_Gs=� as HYDRO-ACTION AN500-C SEPTIC TANK '+�.BOTTOM OF TANK LKMcLBAN ASSOCIATES.DDPCC. EL 2.31 _SOLID CONCRETE COVER BELOW SOLD CONCRETE COVER BELOW >s� GRADE �GRADE CRAM-iL TO,I ' a 1'MW...... 1'MIN. 1,A. aPt 2'MA%. 2'MAX; PI°Xm: a a,MAX. J I., TOWN OF SOUTHOLD 4'SDR36 PVC PPE O g'TH1CY,SCAB SUFFOLK COUNTY, NY J7 PER FOOT MIN. I 'NV'm7 4 7 PROPOSED RESIDENCE 3.0 [ aD DP "° 2 LP xEuni� , i1 1 I U�AI I Sql 91ALL K 1 I REM DYED AND REPUM WITH ! SAIIo AND DRAva ____ _--____a___ J - G BOROM ESL..P��j 2'MIN. "RICHEST 6'MIN.PENETRATION BACKFlLL INTO A VIRGIN STRATA L MATERIAL CLEAN TEA OF SAND @ GRAVEL �.A3g3 S'EL _HIGHEST EXPECTED WATER ELEV.m3.B' € TYPICAL LEACHING POOL (CLUSTER) gN.T.S. SEE ATT MET D—UNSANITARY DETAILS d 99 SFAL!ALTUNRE 1 e AeT If�a S2 f] SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Generated by R Scheck-'Web Software Compliance Certificate Project blue marlin drive Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area, 1,940 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: blue marlin drive Steve Zoumas Robert Higgins Architect Southold, NY JNS Construction 50 hidden acres path Rte 25A wading river, NY 11792 Wading River, NY Compliance: 4.2%Better Than Code Maximum UA: 383 Your UA: 367 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 9rilhi..on grade frmaa eof:s rair(M no Raammgeir r.a.rrsklered Ginn the UA or performance corrill fiance path In 6V1ESa_lur:r,ck. Each slmallb on-grade mas.scird!)6y In the slp(!ncffiled a:lhinate zoine rraknft rmmm..et the irrwnruirnurm aim: gy code iiuisulatio n R..vaalaue and aiampth irequ.ufra ririeilds. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter R-V lue Ceiling: Flat Ceiling or Scissor Truss 1,641 30.0 - 0.0 0.035 0,026 • 57 •431 Wall: Wood Frame, 16" D.C. 2,417 21.0 0.0 0.057 0.060 117 123 Door 1:Solid Door(under 500/a glazing) 42 0.300 0.320 13 13 Door: Glass Door(over 50% glazing) 42 0.300 0,320 13 13 SHGC: 0.30 Window: Wood Frame 285 0.300 0.320 86 91 SHGC: 0.30 Wall 1: Wood Frame, 16" D.C. 308 15.0 0.0 0.077 0.060 22 17 Door 2: Solid Door(under 50% glazing) 21 0.250 0.320 5 7 Floor over basement: All-Wood Joist/Truss 1,365 30.0 0.0 0,033 0.047 45 64 Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 1 of10 Gross Area Cavity Cont, Prop. Req. Pr6pi, Req. Perimeter Floor 1 above garage: All-Wood Joist/Truss 242 30.0 0.0 0.033 0.047 8 11 Floor @ cantilever:All-Wood JoistrFruss 31 30.0 0.0 0.033 0.047 1 1 Compliance Statement: The proposed building design described her is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed I In ha d to meet the 2018 IECC requirements in REScheck Version : e nd to comply with the manda ry req a REScheck lnspectio Checkl° t. ARCHITECT /W Name-Title Si atu ffaee '7 'k Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 2 of10 R Scheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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. #Ion... ..Pr _e-Ins ection....... ...... _..... ........._.mm...._ PIanValue fied FIeI V luefled ro� ... ........._ .._.. ..__..... ....... _ _..umptlons Plan Review / Complies? Comments/Ass & Rec ID ..... ....... .. .. _... ... ......... m ..��..._.._ .��,� ,. . ....... ..... 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the 'Ji6� building envelope.Thermal ❑Not Observable , envelope represented on ❑Not Applicable construction documents. .........�....�..._ .......�. .......�__ _�.�.... ������roee��� � � .,....�, ...... ....... ........_ . ....... 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. []Not Observable Systems serving multiple ❑Not Applicable ko dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: '❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: o: Manual J or other methods Btu/hr Btu/hr ❑Not Observable ' approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1�Hti h Im act(Tier 1) 2 Medium g p m Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 3 of10 t.�#t lonnw. Foundation Inspection....o..n Complies? mon ePu.Iwlwwew s...?_. i w Comments/Assumptions... .. ..�,�m� - ...-m ------ -----......... -& _,.._ ... _ m W W 2.1 A protective covering is installed to ❑Complies Requirement will be met. IF0111P protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ;❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Requirement will be met. (FO1 ]2 installed. ❑Does Not JYP ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Y ligh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 4 of10 # . planuelfied � FieldV, Ified Complies?, � Section W _Comments/Assumptions & Re"11.1D.�.Fra...._ming / Rough-In Inspection Val ......... _es? Comments/A. .......... .. 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U_ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 []Not Observable [FR2]1 ❑Not Applicable ... ..............._ .W....._._..._-WM� 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable ....�......... �� ��.....__.� �._�. �,��� ..,..�. _ _. ..-....... �.. 402.4.1.1 'Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. +,gip ❑Not Observable ❑Not Applicable ......-........._.. ;.................... .............. 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable .� ...... 403.3w.....� .,... . 1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. w�. ;,�... ...-�. ._. .. a .........._.... 403.3.2 Ducts, air handlers and filter []Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable, 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4� HVAC piping conveying fluids R- R � -"' ❑Complies :Requirement will be met. [FR17]2 above 105 9F or chilled fluids ❑Does Not below 55 9F are insulated to >_R � ❑ 3. Not Observable ❑Not Applicable 403 ... � _.... . ..- ... .-. ..._ _ ...-...... 4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ; __ __ .�_.... _.� ..,.m... .- _.._... .........._ ❑Not Applicable 403 5.3 Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >R-3. ❑Does Not �*s (]Not Observable ❑Not Applicable ...... i? ........___...� Low Impact High Impact(Tier 1) 2 Medium Im act (Tier 2) 3 (Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 5 of10 & ....I . �.... _....._� Value e..._w .. Compile .....m........... I..l...e en_i_s/A ssum tl ns ReSectlon... fled FlelMd s?# Framing/Rou h In 1ns e n Value Co .m . 403.6 Automatic or gravity dampers are ❑Complies ,Requirement will be met. f,FR19J2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: ...... 1 High Impact(Tier 1)YYYY� 2 Medium Impact.(Tier 2) 3 Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 6 of10 Section Plans Verified Field Verlfled # Insulation Inspection I Value Complies? Comments/Assumptions & Ra ID Value 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not - provided. ❑Not Observable ❑Not Applicable . 402.1.1, Floor insulation R-value. R- R- ..... ...........R- ;❑Compiles See the Envelope Assemblies 402.2.6 ElWood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable _ -__ 303.2, Floor insulation installed per [ Complies Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in []Not Applicable 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. mm...._ 402.1.1, m R-Wall insulation R-value. If this is a R- mm .. See the,❑ See Complies the Envelope Assemblies 402.2.5, mass wall with at least 1/1 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable _....��,. ...m ......,,.. ..__ ..... ...... 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN411 manufacturer's instructions. ❑Does Not [-]Not Observable ❑Not Applicable Additional Comments/Assumptions: l l �gh Impact(Tier 1) ._ 2 Medium Impact(Wer 2) 3J Low Impact(TierIT3)ITITITIT� Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 7 of10 Section.........-_._u . LY......, WWW .,., ...,,. ,........,,_ P ...Vlue ... .�..Field ..V.....erifl Final Inspection Provision Value ......-......_... Com 1__ ^^.�o..yem-e-nts/Assum t....l. Vero-ns & Re DJ I ies? Com ,. . .... . .._ 402.1.1, Ceiling insulation R-value. R- R- ❑Complies ,See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ]Not Observable 402.2.E ❑ (FI1]1 Not Applicable Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. (FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. 402.2.. ... ........ ❑Not Applicable 4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable ..... _...... 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [917]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable �.... _. _ .W.. .. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable ;w.g. across the system including the manufacturer's air handler enclosure if installed at time of test, Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. ...._ �. ._........... _............._..... ................. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 j❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ;tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ,Air handler leakage designated ❑Complies Requirement will be met.. [F[24]1 by manufacturer at<=2% of ❑Does Not design air flow. ❑Not Observable -_...� w...........e._... ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 1403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [1`I10]2 on heat pumps. ❑Does Not ❑Not Observable '....e.._ -e_e -_.. ..... ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies .Requirement will be met. [F Ill]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable .......................... High Impact( 1) 2 Medium Imipct(Tier 2) 3 Low Impact(Tier 1 3) . mpac _W_ w...... _ _ .. Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 8 of10 Se#Ion Final Inspection Provisions _ PIanV luefied Fiel Value led Complies? .,,,.� Comments/Assumptions & Re 403.6.1 ..�..All mech... .. m m .- .. ...._ .. � ........ ..._.. anicaI ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not ` HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 2 Hot water boilers supplying heat ❑C'omplies Requirement will be met. [F126]2 through one- or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5 v .00s. 1.1 Heated water circulation systems [ Complies Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply. ❑Not Observable pipe. Gravity and thermos- ❑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. ....... ...-.-... _........ ........ 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the _ piping. 403.5.2 Demand recirculation water ❑Complies 'Requirement will be met„ [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. .., 403.5..... ._ . _ ,... .... ...�. �„ ............. 4 Drain water heat recovery units [ Complies Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. . ...............�_. ._ ........ ._. ....... ... _ _.. . __... . ..... .. ,M..W... _. 404.1 90% or more of permanent ❑Complies ;Requirement will be met. [F16]1 fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable 1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 9 of10 m Section , ...�.,,F�.�.._.i.n.,..a...l....I.n.....s��AeA...AcA tion Provislons V..ve�..�.. fl. Flelfl� .�........C_..o...�m.....�lies..�?o � Comments/Assumptions & Re ID alue Value mm. ._. .,, ..,.,... .............. 303,3 Manufacturer manuals for ❑Com lies Requirement.... p will be met. ( i1813 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: Medium lm act(Tier 2) 3 Low Impact(Tier 3) 11 High Impact(Tier 1) 2.. Project Title: blue marlin drive Report date: 09/18/24 Data filename: Page 10 of10 ro Efflico"ency Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments U CTI O N NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES 5-7 � �v GENERAL CONSTRUCTION 14a. Draftstoppping material R302.12 shall be as follows: In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE R602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP SPACINGAND 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION LOCATION Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or Without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments 1-1/2 ITEM ROOF FRAMING drawings WHETHER the are indicated on the Plans or NOT. until the first floor framing is in lace or brace the foundation Habitable attics&attics served with fixed stair 30 10 9 Y 9 P Bidet 1-14 Balconies exterior and decks 4-8d BOX (2-1/2")OR Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 ( ) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR 3-8d COMMON EACH JOIST,TOE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 Guards and Handrails per 1607.8.1.1 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR 17. Metal flashing shall be installed were concrete abuts wood, Kitchen sink (one or two trap S with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL w dimensions, existing or new and be responsible for field fit. Without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL 18. Install joist hangers at all flush structural load bearing conditions. Laundry tub (one or more Compartments) - passenger vehicle garages 50 5 COLLAR TIES 4-10d BOX (W) OR 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"x 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19. All habitable rooms shall be provided with aggregate lazin area of not less 8 percent of the Lavatory Roams other than sleeping rooms 40 10 Pglazing P 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND w All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE ^ electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS F--� Electrical certificates are to be provided the electrical contractor. FIOW rate: Stairs 40 20 4-16d OR 5. All New Footings shall bear on Virgin, undisturbec soil with an assumed bearing capacity 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 20. All window and door headers to be 2-2x10 unless noted otherwise. O ~ 5.7 gpm and less 1-1/2 Roof 20 20 3-10dCOMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 w 2-16d COMMON END NAIL BOX OR ^/ be the responsibility of the cleneral contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 STRUCTURAL FELECT5 DEFLECTION �{ More than 25.8 gpm up to 55.6 gpm 4 16d COMMON TABLE R401.4.1 subscript b: Where the building official determines that in-place soils 22, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and N FPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX ~ the allowable bearing capacity shall be determined by a soils investigation. 9 1s"O.C. FACE NAIL area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 16d COMMON 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. (3-1/z"x o.1s2") Floors L/360 an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition,or conversion is made to an ExistingResidence, TABLE R302.6 5-8d BOX(2-1/2"Xo'l13") 11 CONTINUOUS HEADER TO STUD TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON All Concrete shall conform to the latest ACI standards. hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL SEPARATION MATERIAL Exterior walls with stucco finish H/360 E•G•I R404.1.3.2 Reinforcement for Foundation Walls 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-112") FACE NAIL ON EACH SIDE OF END Concrete foundation walls shall be laterally supported at the top and bottom. Horizontal of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 -+ shall be provided in accordance with Table R404.1.2(2), R404.1.2 3 , R404.1.2(4), R404.1.2 5 , p FROM HABITABLE ROOMS ABOVE THE GARAGE 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2" OR 16"O.C. FACE NAIL p ( ) ( ) and smoke alarms shall be permitted in lieu of carbon monoxide alarms. NOT LESS THAN 5/8"-INCH TYPE X GYPSUM OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") ) 12"O.C. FACE NAIL R404.1.2(6), R404.1.2(7)or R404.1.2(8).Verlical reinforcement for flat basement walls BOARD L=span length,H=span height ` retaining 4 feet(1219 mm)or more of unbalanced backfill is permitted to be determined All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES Q BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL in accordance with Table R404.1.2(9). switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD 15 TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL ^ � Q R404.1.3.2; Reinforcement:for Foundation Walls: Steel reinforcement shall comply with 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL t� GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON O the requirements of ASTM A.615,A 706 or A 996. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Minimum yield strength of reinforcing steel shall be: 40 0000 psi grade 40 , EXTERIOR WALLS THAT ARE WITHIN TH15 AREA Y 9 9 � P (9 ) End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER GROUND SNOW:20 PSF 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON R404.1.2(9). g g ROOF SPAN O shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD 1 SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 8 1" BRACE TO EACH STUD AND PLATE 3-8d Box O Location of Reinforcement:The center of reinforcement in foundation walls shall be 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be 12 FT 20 FT 28 FT 36 FT I2-8d COMMON FACE NAIL :�4 located at the centerline of the wall determined from tables R404.1.2(1)through R404,1.2(9), provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING Vertical reinforcement(if requried per table R404.1.2(8) in basement walls shall be located roof assembly to the foundation. SHALL MEET ASTM El19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS to provide a maximum cover of 1-1/4 inches from the inside face. 4-ad Box P 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL 26. ASHPALT SHINGLES: R905.2.4 Shall comply with ASTM D 3462. 3: 12 is"O.C. 5 8 10 13 R404.1.3.2; Concrete foundations shall have horizontal reinforcement as follows: Wind resistance of asphalt shingles shall be tested in accordance with 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL ° Based on Table R404.1.2(1)- (includes basement entrances and window wells) ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 is"O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS 1od Box o o E N Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 2-1od Box �, m 6 o c wall and One#4 bar near mid-height of wall. p 9 g g 5: 12 is"O.C. 3 5 6 8 BLOCKING TO JOIST o a 9 copper roofing nails, minimum 12 gage shank with a minimum- 23 2-8d COMMON EACH END w 0 � E cO: s .L ti y b O... Greater than 8 foot Wall Hei, ht: One#4 bar within 12 inches of the to of 6 O1 " 0 07 = 9 P 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 0 2 E ° 2 f6 L Fastener Panel Span Panel Span Panel Span 4-16d BOX , o U wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL =o (D 0- o 0 „ Type Less than or less than or less than or - 5 0 rn �-C ff o s o but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment 9: 12 16"O.C. 3 4 4 5 -a 0 0" ° -• 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All equal to 4 feet equal to 6 feet equal to 8 feet 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON I 0 = o ° 0 N M o°Y AT EACH BEARING,(FACE NAIL 2•o•LD - 0- �w Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 27. Flame Spread Index: R302.9 12: 12 16"O.C. 3 3 4 4 4-10d BOX = 0. �,Y >.a a` o Min. Fb for dimensional lumber=850 psi. o.N o ° o - Cr0 0 3 P wall and ceiling finishes shall have a flame spread index:5 200 No 8 Wood screw 4-1od BOX 3 o s 0 C � Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches $ inches 26 BAND OR RIM JOIST TO JOIST PER JOIST ° o p o 0 m a£ P 9 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON o ° u a c �, 2 N E Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index:5 25 2 inch embedment on Center On Center on Center BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS W 0'Cn� B.- `o 10d BOX 24"O.C.FACE NAIL 70 TOP&BOTTOM m r - ro t m a 0 o E lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES o c n ° 0 3 o 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: ° ° "o w o m t a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D P P wall and ceiling finishes having asmoke-developed index s 450 or stainless steel. No 10 Wood screw 4-16d BOX � ° °•f0� � 0 ° ° 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL `�•O1 N � v m E � °U' Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies HEEL JOINTAJDUSTMENT FACTOR 3-1sd COMMON 'z ¢ o o 0 N based anchor with 16 inches 12 inches 9 inches H c / H r o a•E= b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 z-1od BOX(3") oR t o 0 cu 0-0 0 t 0 ° ° 0-E E c. All Structural connectors i.e. Simpson strong-Tie or USP, etc 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL 0 y Cr M E a.5 ° o. ten ht1 / 3 2-8d COMMON(2-1/2f') shall be Hot-Dipped Galvanized or Stainless Steel. 28. SWIMMING POOLS. Shall conform to Section R326 g 1 /4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND installed in accordance with the manufacturers latest installation details, 29• SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 Framing connectors,Allowable Hole diagrams, specifications, etc. Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 16 1.20 PARTICLE BOARD WALL SHEATHING TO FRAMING z round access areas. panels shall not be located less than 18"from a valley Micro-Lam Design Stress: E= 1.9, Fb =2,600 psi, Fv= 285 psi g p Y SPACING OF FASTENERS Cl) DESCRIPTION OF NUMBER AND TYP = "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIONG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING UJ I- "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES U) P P SUPPORTS GABLE END WALL FRAMING f" U this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 W !` c•Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 6d COMMON(SUBFLOOR,WALL) ___I W tan 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 3/8 - 1/2' each sleeping rooms in basement,habitable attics, and every sleeping room The main electrical panel shall have reserved space for a dual pole circuit breaker not less than 2 inches into the building frame. Fasteners shall be located not less than 30 8d COMMON(ROOF) 6" SEE NOTE A 6" � z Z _J � p 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C J z C10 for future solar electric installation and labeled"for future solar electric". 31 " " 8d COMMON 6" SEE NOTE A 6" ,J O < -p r shall have at least ONE operable emergency escape opening as follows: 19/32 - 1 � Q Sill height of not more than 44 inches above finished floor. SPACING SPAN g d.Where screws are attached to masonry or masonry/stucco,they shall be attached FEET ULTIMATE WIND SPEED W � 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) Cr- (� W A. Minimum net clear opening of 5.7 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. 10d COMMON NAILS " " _ E � 32 1-1/8' -1-1/4 6 12 W I❑ •- Except grade floor openings shall have a minimum net clear 130 140 Z N opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH Z j P 9 q 1/2"STRUCTURALCELLULOSIC _ B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind home debris. < 1-1/z"GALV.ROOFING NAIL 3" 6" W p g g 5:12 z 5:12 <5:12 Z 5:12 33 FIBERBOARD SHEATHING in detail the design, calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 ,J C. Minimum net clear opening width shall be 20". 9 g (� � and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 D. emergency escape and rescue openings shall be operational air conditioning,ventilation. heating systems (new,existing or upgraded) 214 201 263 247 34 5/8"STRUCTURAL CELLULOSIC 1-3/a"GALV.ROOFING NAIL �•' 9 Y PP Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 7" 7" from the inside of the room without use of keys or tools. stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: FIBERBOARD SHEATHING WHERE Basement contain more than one or more sleeping rooms, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" an emergency escape opening shall be provided for EACH sleeping room. wind speed is 130 miles per hour or greater. 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" Emergancy escape and rescue opening shall open directly to the outside (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 EXTERIOR WALL WOOD STRUCTURAL PANELS EXCEPTION: Grade floor or BELOW grade floor openings shall have Imo- 6"DIAMETER -►I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3(3) a net clear opening of not less than 5 square feet. Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 16"O.C.1 32 427 398 529 496 cover the glazed openings with attachment hardware provided in the table below. MIN.WOOD WALL NAIL SPACING 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each "`J MINIMUM NAIL MIN WOOD Label all panels and store In a clean d area of the house, 16"O.C. 36 469 438 538 547 STUD d- �' CONSTRUCTION TYPE p dry NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL continuous run of treads or flight with FOUR OR MORE RISERS. Attachments shall be provided in accordance with the table as follows: SPACING N Handrail Height measured above stair tread nosing,shall not be less than "I", II", "III", "IV", OR"V 16"O.C. 42 535 499 664 622 PANEL SPAN RATING THICKNESS EDGES FIELD p Ui 34 inches and not more than 38inches. All Handrails shall be continuous 16"O.C. 48 599 559 745 697 6d COMMON NAIL " �= ~ the full length of the stair from a point directly above the top riser of a flight /' REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24/0 7/16 OR 1/2 16 O.C. 6 12" a, ZZ to a point directly above the lowest riser of the flight. Handrails adjacent to i PANTONE#187 a wall shall have a space of not be less than 1-1/2 inches between the wall 8d COMMON NAIL m fn and the handrail.see code for exceptions. Refer to Code for grip size specifications. 6 DESIGN CRITERIA TABLE 507.9.1.3(1) (z.5"x o131") 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 6" 12" W Q 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" W W DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 � � Q above the floor or grade below shall have a railing not less than 36 inches REFLECTIVE 1* tl g WHITE FIELD Wind speed: 130 JOIST SPAN W W 0 in height. Railings shall have Top rails and Balusters and Bottom rails that are NO Of StOrieS: 2 CONNECTION GYPSUM BOARD APPLICATION GYPSUM BOARD FRAMING SPACING OF FASTENERS to to NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed r -- ORIENTATION TO MEMBERS SIZIE OF NAILS 9DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS TO WOOD FRAMING by the riser,tread and bottom rail of the guard rail at the open side of a stairway 7/16 min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS are permitted to be of such a size that a 6 inch sphere cannot pass through. ~• -- - _ .�_ Roof itch: per Ian 1 DIA. LAG SCREW 30" 23" 18" 15" Panel, Attached to p p p &1/2"MAX. SHEATHING 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGNATION FOR STRUCTURAL Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16" grade below shall have guards not less than 34 inches in height measured COMPONENTS THAT ARE OF 1/2" 1/2"DIA.THRU BOLT vertically from the nosing of the treads. TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" STROKE bld a &1/2' MAX.SHEATHING 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12„ 6d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window "F" FLOOR FRAMING INCLUDING of the residential code g aspect ratio: 3:1 (`r/1 GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'l"TO 14'14'l"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR opening is located LESS than 24 inches above the finished floor and GREATER „ GARAGE CEILING PERPENDICULAR 1s"O.C. 6" 6" EQUIVALAN'T DRYWALL SCREWS. than 72 inches above the finished grade or other surface below on the exterior "R" ROOF FRAMING 1/2"DIA.LAG SCREW 5/8 BENEATH SCREWS SHALL COMPLY WITH of the building,the window must be provided with a window opening control device &1/2'MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS IRC SECTION R702.3.5.1 that compiles with R312.2.2 Window Opening Control Devices. "FR" FLOOR AND ROOF FRAMING 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c. &1/2"MAX.SHEATHING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in UNDER SECTION 602 OF THE BCNYS WINDOW UNIT 24" 21" 19" Where the ultimate design wind speed is greaterthan 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for W N accordance with R302.11 thru R302.11.2 and Draftstopping shall be TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing. +-� O� installed per R302.12 thru R302.12.1 NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) Fireblocking materials R302.11.1 shall be as follows: a Applicant shall provide engineered wood placard 1. Two-inch nominal lumber W =• ,y' v 2. 1/2"gypsum board on or adjacent to electrical meter box for field inspection. 3. Batts or blankets of mineral orfiberglas shall be permitted for compliance PLYWOOD STORM PANEL Z with the 10 foot horizontal fireblocking in wallas constructed using parallel Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction rows of studs or staggered studs. SHUTTER DETAIL 4. cellulose insulation installed and tested in accordance with ASTM E 119 or for new dwelling and/orgn any addition, alteration a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel .a an ao 2 UL 263,for the specific.applications .." O shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. x s~ N TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES of the structure for field inspection c� OF FOUNDATION MATERIALS O M ct CLASS OF MATERIAL LOAD-BEARING PRESSURE ��ktEl3 ARO Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) �`� Sedimentary and foliated rock 4,000 psf Sandy gravel and/or gravel (GW and GP) 3,000 psf WIND DESIGN SUBJECT TO DAMAGE FROM Sand, silty sand, clayey sand, silty gravel and clayey gravel o WIND WINTER ICE SHIELD AIR MEAN *I GROUND SPECIAL SEISMIC FROST 1r (SW, SP, SM, SC, GM and GC) 2,000 psf SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL < SNOW WIND DESIGN WEATHERING LINE TERMITE G � =/. Clay, sandy clay, silty clay, clayey silt,silt and sandy silt LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP A (CL, ML, MH and CH) 1,500 psf ZONE MODERATE p ,� rr _ a.When soil tests are required by Section R401.4, 20 LBS 130 NO NO NOM B SEVERE 3 0 TO HEAVY 11 YES NO 1500 or less the allowable bearing capacities of the Soil Shall be part of the recommendations. M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. V a 0.[NYj The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS are likely to be present at the site, the allowable bearing capacity shall be P. Basic wind speed for risk catagory II from ASCE 7-16 Figure 26.5-1 B determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) - Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS ° ° ° Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED ° Co•o ° 8.I ° ° ° ° ° ° ° ° fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING ° ° ° ° ° I Min.3"x 11-1/4"net header Header ° ° ° , , / 6-16d sinker nails CONTINUOUS RIM ADDITIONAL FRAMING ° ° ° shall occur at to of wall fasten to late to header with •_ _ _ _ - _• _ _ _ ._ _ _ _ METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH ° ° •�- - — - n•' - —• �' •— - -•� PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG p ,I I•I I•I i, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° ° ° ° ° p p Header shall be Top plate continuity Is two rows of 16d sinker nails @ 3"o.c. •I I•I I•I PER TABLE R602.3(1)OR R602.3(2) a fastened to the required per R602,3,2 i• VARIES BY FASTENERS king stud with Braced wall line 2-16d NAILS EACH SIDE o 6-16d sinker nails continuously sheated I• ° with 112"wood ` Minimum 40001b header-to-jack-stud .I I•I I.1 METHOD CS-WSP: o, X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening m structural panels W •I I'I AS PER TABLE R602.3(3) •a� I° attern as shown and 3 in.o.c.in all framing studs and sills ` � p 9( ) opposite side of sheathing v EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — rn •I I,I 8d @ 6"O.C.ALONG WITH Sd COMMON NAILS BRACED WALL PANEL Sd @ 6' O.C.ALONG AT EACH BLOKING MEMEBER Minimum 40001b header-to-jack-stud strap BRACED WALL PANEL Sd A E O.C.ALONG s b on both side of opening.I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL r, ° � opposite side of Panel splice edges shall occur over •I AT 6"O.C.ON EDGE AND 12" O.C. o L ° ° sheathing and be nailed to common blocking • IN FIELD BRACED WALL PANEL °1 °° ° ° Min.Double 2x4 framin covered with minimum ° within the middle 24"of the portal- BRACED WALL PANEL x v o 0 0 ° ° ° ° 9 BRACED WALL PANEL BRACED WALL PANEL m s 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c.nailing I, BRACED WALL PANEL g i° BRACED WALL PANEL INTERIOR FINISH: i° with 8d common nails @ 3"o.c.in all framing is required in each panel edge.ca 2 I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG i (studs,blocking,and sills)typical if needed I•I 3-16d @ 16"OC ALONG i (_� I I I• WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3 16d @ 16"OC ALONG 3 16d @ 16"OC EACH i° I•I WITH TABLE R702.3.5 OR BRACED WALL PANEL I 2'to 18'(finished width) w TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER i° Min Double 2x4 or Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural per Table R602.10.5 _ _ ,H. J. SHEATHING ! p panel sheathing _ _ _ _ CONTINUOUS RIM OR ! Min double 2 x post _J — — — — — — - 4: CONTINUOUS RIM OR p 'I • I'I ,n FEND JOIST !° No.of jack studs per l Q I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST !° Min. 2 2x4 t p F-^i •I ICI I'I ! ( ) Yp• Table R602.7(1&2) OVER AND BE FASTENED TO COMMON STUDS. Min. (2)1/2" Diameter anchors •I I,I I I I• HORIZONTAL PANEL JOINTS IN BRACED N T__ 2 16d NAILS EACH SIDE installed per section R403.1.6 WALLS PANELS SHALL OCCUR OVER with 2"x 2"x 3/16"plate washer INTERIORAND BE FASTENED TO 1-1/2"x 5-1/2" � ' ADDITIONAL FRAMING �_ I I'I I'I I' THICK COMMON BLOCKING ON THE FLAT FULL HEIGHT BLOCKING ,l SPACING I I I• CONTINUOUS ALONG LENGTH FULL HEIGHT BLOCKING I I AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW .I I•I ICI I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ W 16"O.C.ALONG •I I•I !•I I• BRACED WALL PANEL 2 X BOTTOM PLATE 'I I I I I I' METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ,I I•f I•I 1, f—•I •I I•I I•I 1• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.$(2) - Attach Sheathing to •1 I I I I I• BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with °�, nail sole plat Attach Sheathing Hall sole plate •,_ _ _ _ L _ _ _ �•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN SD common nials tojoist per Band or Rim joist wi to joist per • EXT.SHEATH'G PARALLEL TO FLOOR/CEILING at 3"o.c.Top an Q Walling sched. 8D common nials ° nailing sched. PANEL JOINT PERPENDICULAR TO FLOOR/CEILING Bottom Sub-Floor g Q _ _ at 3"o.c.Top and — Rim Joist FRAMING FRAMING ° ° ° ° Rim Joist Bottom °°°^ °° ° /per Plans FASTENING REQUIREMENTS FOR nchor Bolts and BRACED WALL PANEL AS PER ° A '•� Holdowns per plans O 1 TABLE R602.3.U3 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O Simpson 1-1/4" galy. x 20 gage H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A o nails in each end at each rafter. —2X6 ON N BLOCKING AT Typical Metal provide blocking @ �� 71 O ° o FLAT_ between 9-1/4 to 15-1/4 at each Rafter. With ° WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter PROVIDE@STRUCTURAL RIDGES ALL UNSUPPORTED Strapping w� °. E o ° ° `s braced wall panels ( ) p Zone Panel Field " °'° ° ra °' � PLYWOOD EDGES at Openings CV 2 8d X 1-1/2 nails in late 4 O.C. o ° c� o ° a (AT WALL BRACING 2 (5) 8d x 1-112" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side _ oL LOCATIONS) Horizontally attached g g shy I have Solid Blocking of Ridge to have a Simpson m° o ° ° o 0 0 Schedule Dwg-1 ` g LSSR skewable hanger. 3 °_. � 2 M"Y m!� c `o o'Fff oc3 all Plywood Joints g c ° 3 ° @ y�"� ` y m'n � a- o PLYWOOED OR SIMPSON H2A 0 L 4- OSB RATED Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil SHEATHING rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails __ N= 3- plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate ° •� o � u o-A _ T alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs ° '.;® o o w Corner Holdowns ° y E m o N g ( ) Look Out Blocks ° ® �,, ` -._ Refer to plans panel. and window or door Header. Less than '°' ��� �°N a N =0 C 4 Z _c N Typical each side and ALL Gable End Wall for locations Or E ual R i , L o a ° = c 0 c, if required �- q 1, F- U (A m a F- m E n= o a windows and doors. to 12" e RIM JOIST BLOCKING BETWEEN RAFTERS tcD BRACED WALL PANELS Sill strapping 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS RIDGE STRAP R602.3(1) NTS RAFTER TO SEE NAILING SCHEDULE this page. r^ TYPICAL ELEVATION NTS IN LIEU OF RIDGE STRAPS -R602.4.6 v, WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z Z ATTACH ED _LOCATED IN THE UPPER THIRD I1 vJ 4 5 N.T.S. 6 7 O ATTIC FTERS W THD 8D NAIILS J TO THE A WALL BRACING SHEATHING DETAIL 8 9 EACH END O n C'( CONTINUOUS FLASHING < W EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE J PAST JOIST HANGER GREATER THAN DECK JOIST AND II Io �_ L NO GREATER THAN THE DEPTH OF THE RIM JOIST SIMPSON BSC T �/°� ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED CUT ..t_ uJ FLASHED&CAULKED TO GALV LAG SCREWS PER TABLE R507.2 AND LENGTH PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) DECK STAIR I I I see Schedule on DWG-1 EXTERIOR OR 12" Min CONNECTOR POST TO HEADER CONN C OR TIMBER TECH- tip of lag screw shall fully extend beyond BEARING WALL a I I TIMBER TECH- I I�- -RAILING POST, the inside face of the band joist. "WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER SIMPSON ABU POST COMPOSITE DECKING COMPOSITE DECKING 4"TREATED POS TO CONCRETE BRACKET GALV,DECK HANGER SIDE COVER 2"MINIMUM NOTCH GREATER ATTACHED PER ATTACHED PER GRADE CLEAR MANUF.SPECIFICATIO I I I I SIMPSON LUS26 @ 2X6 THAN 50 MANUF.SPECIFICATIO 4 X 4 MIN.TREATED POSTS � SIMPSON LUS28 @ 2X8 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF �. S THRU BOLTED BOLTED TO SIMPSON LUS28 @ 2X10 OR SIMPSON SD STRUCTURAL PLATE WIDTH ' 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE ° l x 1//2I DIA.ST /GALV BOLTS W/ _ -- 2X LEDGER WITH FASTENERS IN ACCORDANCE GRADE CONNECTOR SCREW TIO THE PLATE AT EETAL TIE ACH OFOTHE SS AND a ° - z Use 1-1/4" Metal o 2"MIN, ----LOCK WASHERS. _ WITH TABLE R507.2 ADHESIVE ANCHORS:HIGH-STRENGTH NOTCH WITH 8 10D NAILS EACH SIDE ° a `- Coil Strap N LU "'_. EPDXY ANCHORING ADHESIVE FOR o 0 p 20 Gage r- �1/2"MIN. 2 X JOIST O SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS USE WITH THREADED ROD 12" Min (5) 8d common nails � zz MAX. , ,p11�.(3)#10X3"WOODSCREWS 2x RIM JOISTATTACHED W/ ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) z MECHANICAL ANCHORS;SIMPSON p ' 2"MIN. m NOT LESS THAN(4)LOCATIONS SPACED EQUALLY WEDGE-ALL WEDGE ANCHOR TOP PLATES la• in EACH END at m co AND TWO WITHIN 24"OF EACH END OF DECK 10"x LENGTH OF STEP „ EAGH Stud. W Q 2-1/2"DI R507.6.2 SIMPSON H2.5AT EA.JOIST �� OR M 14"DIA.CAST-IN-PLACE IPE 8d @ 6 oc Along W W W • CONCRETE FOOTING,DOWN CAST-IN-PLACE FOOTING F-THRU BOLTS BLOCKING o. FOOTINGS MUST TO VIRGIN SOIL UNDER BOTTOM RISER Braced Wall Panel 0- Q SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS BEAR ON W W W/WASHERS OVER BEAM e SIMPSON BC (MIN BELOW GRADE) FIGURE R602.10.8 1 U BETWEEN EACH POST GIRDER e: °. ALLOWABLE LOAD PER TIE: 1,825LBS UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) U) JOIST CONNECTOR NOT LESS H END THAN (2)LOCATIONSWITHIN 24" SOIL TYPICAL STAIR FOOTING DETAIL MAXIMUM OVERHANG 24° OF NTS WALL TO WALL STRAP MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED P.T. POST TO CONC. PIER & FOOTING NTS PENTRATION TO CENTER OF TOP PLATE,STUD NTS FIGURE R602.6.1 OR HEADER CONNECTION to7. PORCHES & DECKS TOP PLATE FRAMING TO R507 EXTERIOR DECKS �( DECK GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE NOTE; 8d COMMON NAILS ARE 10 NTS 11 LEDGER BOARD ATTACHMENT TO BAND JOIST 12 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 ACCOMMADATE PIPING 14 15 2-1/2" LONG WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS FOOTING SIZE PER TABLE R507.3.1 FOR DECKS H SEE TABLE 507.9.1.3(1) STAGGERED 3-Corner studs 507.9.1.3(2) _z FASTENERS connected to 3-2X TOP PLATES TOP PLATES N IN 2 ROWS r transfer .— shear o Framing members load o rn o QO QO OQ O 5.5"MIN FOR 2X8* r o W 5"MAX 6.5"MIN FOR 2X10 STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 2-16d Nails TYR HDU5 H --r � BORED HOLE MAX. DIAMETER 60% © O QO l!) DIAMETER40% (PERCENT)OF STUD @ 6" o.c. Holdown � M Q (PERCENT)OF i DEPTH STUD DEPTH 0 TO EDGE TO EDGE TO EDIGE TO EDGE 2"MINN MIN. L LEDGER BOARD LAG SCREW OR THRU-BOLT 3/4"MIN Simpson 5/8"threaded rod �") oN NOTCH MUST NOT _,___coupler-nut and SSTB anchor bolt thru-box and �. NOTCH MUST NOT o EXCEED 40% o EXCEED 25 /° (PERCENT)OF (PERCENT)OF 0 O M P STUD DEPTH inbed into concrete -= •' STUD DEPTH ��y� �C O foundation and framing. BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS Preservative-treated �5 �i Hid y�j.•A IF HOLE IS BETWEEN NOT BE LOCATED IN ®� C►/ `, BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) barrier required for 'L NOT BE LOCATED IN 60%(PERCENT)OF SECTION OF THE CUT STUD DEPTH THEN connectors in contact • THE SAME CROSS STUD MUST BE DOUBLE OR NOTCH IN STUD *DISTANCE CAN BE REDUCED TO 4.5 SECTION OF THE CUT No MORE THAN Two " OR NOTCH IN HE SUCCESSIVE STUDS IF LAG SCREWS ARE USED OR BOLT with treated wood . SPACING IS REDUCED TO THAT OF ra ARE DOUBLED w>+ AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS TO 2X8 BAND JOISTS(1/2"STACKED FIGURE R602.6(1) WASHERS NOT PERMITTED) SIMPSON HDU5 CORNER HOEDOWN OF N NOTCHING AND 9�y®� FIGURE R602.6(2) � BOX FRAMING NTS 16 BORED HOLE LIMITATIONS FOR EXTERIOR 17 NOTCHING AND 1 QQ 1 9 WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR NON-BEARING WALLS ' ur Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling ousts of second floor llf!5N heet Metal Firesto up and out of the glued together g MANUFACTURED LIGHT ENCLOSURE ceiling line p Full Thick Insulation way for access thin profile structural g 9 see plan w/ ATTIC INSULATION g CONTINUOUS BEAD Exterior Fill entire Cavity to sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING eal joint with Sheathing f e ala Insulation dams behind tub Tub attic hatch - R-val support on-combustable sealant OF SEALANT subfloor -•-_._._., Base late prevent loose-fill blocking p / insulation from Typical Lequal to the Ceiling Double Frame Attic g SUBFLOOR GLUED,CAULKED Sealed to''r�' � Air Se I exterior insulation requiremen access opening Sealant or OR GASKETED TO RIM �' Lking l fallingthrough Continuous wall 1/4 structural sheathing JOIST/RIM CLOSURE floor ! � Gasket / s 9 of Sealant or adhesive as enclosure liner sealed SEALANT Sealant / access adhesive " at perimeter and seams. sor rgbdl insulation SILL PLATE INSTALLED 1" min Rigid Weatherstripping Adhe:sl Sealant Casing \ EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g Panel Seal stairs Insulation. Air 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer tc manufacturers SEALANT four edges ` frame gap l 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter g Pull-down with caulk w Sealant 1/2 plywood DRYWALLCEILING specs for installation manual staircase �� p Yw finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (cc7 Q PULL-DOWN STAIRCASE �. CANTILEVERED FLOORS DRAFT',TOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL C& PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL TO BAND JOISTS ` This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products _•_ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R-50 A ItIc stau Covrr ENERGY NOTES Eave baffle installed 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts air handlers and filter boxes shall be sealed. 9 P g Y adjacent to soffit and eave ��• �, ,�- 2020 Energy Conservation Construction Code of New York State. Joints and seams shall comply with Section M1601.4.1. approval b a third art HERS Rater using the Manual "J" "S" & "D"submitted at CO. vents. Baffle shall extend over Table R402.4.1.1-A►ir barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an pp y party( ) g the top of the attic insulation energy efficiency program to exceed the energy efficiency required by this code. w 9b. R403.3.3: (Mandatory) Duct testing- Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) i AIR BARRIER AND INSULATION INSTALLATION efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. manual "J" & Manuals"S" &"D" submitted at CO. Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 2 X CJ W/ INSULATION 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see ' OR HERS RATER i requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum. SEALANT continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. g O 11. (R403.3.5) Building Cavities(Mandatory) O Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs a w Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The 12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) O installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. e recommendation and said densityshall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. 0 Automatic controls, temperature sensors and pumps shall be accessible. each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". p p p maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. ". installed in the recommended cavity depth. Where an obstmetion in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE o The building shall be provided with ventilation that compiles with the requirements of E exists,the batt product will be cut to fit the remaining depth of the o = f° cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE shall be laced to fill an surface or concealed voids and at the air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system «w E _ N o L p Y test results shall be si red b the a conducting the test. is not operating. o m o cn = o = o manufacturers'specified density. Where faced batt is used,the g Y p g o 2�.I r o � fD Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _ = Z ° " o = installation tabs must be stapled to the face of the stud. There shall be - Q �, o F o s = o 0 N 1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy i r r.i 7 m .. o no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE IN a z ! = o 0 o N o o 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements ; j , o c a o o y M Y stapling installation tabs. of Table N1103.6.1. Exception:tion: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH c i N o L f a 3 combustion air. Factory built fireplaces shall be listed and labeled p g 9 c Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT t ,..� ,/ 2 c 3 = _ 3 S „ shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam i = I f 0" o a = a g @ L g TYP. ROOF CONST. , l ", -N= - Y s density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be l provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory) ' ' i' r r._` � N �'3 o E Ceiling/attic The air barrier in an dropped The insulation in any dro ed ceilin /soffit shall be ali ed with the Roof underlayment _ } j _ w° o E Y pp pp g g" the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 X CJ W/ INSULATION '-- i I .�' o ro L = o °' ceiling/soffit/soffit shall be aligned with the air barrier. Y sealed to drip edg '` 2"fi'�E o ` " 1 ,� g gn shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS L y 9 g• c° zE 4Ncm = mo insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. s. � a E o-0 l OR HERS RATER r , " '' ,/' o sn scaled. New or replacement heating and cooling equipment shall have an efficiency ` ' 8 zz ►L- E a.=_o 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value p 9 gY larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ of not less than R-8 for ducts 3 inches in diameter and lar 1 j Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at 9 wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see SEALANT J Const. Dwgs shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches g in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment (Mandatory) non-vented r� Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall late shall be sealed. The unction of the b completely fillip the cavity with a material having a thermal contain only high-efficacy lams ''''' "" it • z p j Y P Y g n' g Y 9 Y P ,. i 3"" i top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2) _ installed in substantial contact and continuous alignment with the air < Q barrier. W Windows, skylights The space between window/doorjambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL - RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION 0� C) shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS - ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12,5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be pennittcd to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framing and extend from the bottom to the top of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY BULB RANGE HUMIDITY HUMIDITY APPROVED WINDOW HEATING COOLING OPENING LIMITING perimeter floor framing members. DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be F9 15 7.5 7t.5 M 30% 45 55% NC) 0 shall be covered with a Class I,black permanently attached to the crawlspace walls. L1J vapor retarder«ritln overlapping jousts FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) O taped. W Z - - - - - - - - - - - - - - - - W penetrations Duct shafts,utility t3'Penetrations,and flue CO Shafts, TABLE M1505.4.3(2) 1 WINDOW 0 Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORSa•b I W W 24" 1-- to � unconditioned space shall be sealed. RUN-TIME PERCENTAGE IN EACH 4-HOUR (36"IN IBC UNITS 4"SPHERE CANNOT APPROVED WINDOW AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% ) PASS THROUGH FALL PREVENTION W U SEGMENT DEVICE CONFORM TO JA UU Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a FINISHED FLOOR the correct density without any voids or gaps or Factor 4 3 2 1.5 1.3 1.0 R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE compression,or narrow cavities shall be filled by FINISHED GRADE V� insulation that on installation readily conforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM TOP OF THE WINDOW SILL SHALL FINISHED FLOOR Z available cavity space. a. For system run time values between those given,the factors are permitted to be BE A MINIMUM OF 24"ABOVE THE FINISHED determined by interpolaticn. FLOOR AND GREATER THAN 72"ABOVE THE FINISHED Garage separation Air sealing shall be provided between the garage and INTERMITTENT OR 20 CFM CONTINUOUS GRADE OR OTHER SURFACES BELOW ON THE conditioner!spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLY AS FOLLOWS: V Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal 00 envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M 1505.4.30) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and CONTINUOUS AIRFLOW RATE WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH � wiring plumbing in exterior walls. There shall be no voids or 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION cV gaps or compression where cut to fit. Insulation that on REQUIREMENTS PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. r�- installation readily conforms to available space shall TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TOFULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE r� a extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERAI3LE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 !� v Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 _ O exterior wall showers and tubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 w c� Z tubs. (square feet) N1101.14 (R401.3) Certificate (Mandatory) 00 Electrical/phone The air barrier shall be installed behind electrical or Airflow in CFM > rn box on exterior wall communication boxes or air sealed boxes shall be installed. Hinged or pull-up A permanent certificate shall be completed by the builder or other approved party and posted on a wall W 'v Ix `n o < 1 500 30 45 60 75 90 Panel ttach insulation to underside in the space where the furnace is located, a utility room or an approved location inside the building. o ' HVAC register HVAC register boots that penetrate building thermal Weatherstrippir '' Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit x zs boots envelope shall be sealed to the subfloor or drywall. of panel. same thickness as p y CZ Concealed When required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 all sides floor insulation minimum. directory label, service disconnect label or other required labels. CZ The certificate shall indicate the 9 � o predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed in a manner that is recommended by the � "fGF��D AA� manufacturer. Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; yid, O 3,001 - 4,500 60 75 90 105 120 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results be used to rill voids between fire sprinkler cover plates and walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. 4,501 - 6,000 75 90 105 120 135 Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. p a In addition inspection of to walls shall be in accordance with the provisions of ICC-400. Floor Access panel covering the largest area. The certificate shall indicate the types and efficiencies of heating, P g p 6,001 - 7,500 90 105 120 135 150 Weatherstripping and insulation cooling and service water heating equipment. Where a gas-fired unvented room heater, 10� sfl Q� 3 Detail electric furnace, or baseboard electric heater is installed in the residence, the certificate shall "9�'�c �0 �O OF N`� > 7,500 105 120 135 150 165 Indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," `I as appropriate. An efficiency shall not be indicated for as-fired unvented room heaters 1 For SI: 1 square fort= 0�0929 m2, 1 cubic foot per minute = 0.0004719 nails. y g ' electric; furnaces and electric baseboard heaters. , PLUMBING NOTE: ALL PLUMBING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH PART VII-PLUMBING ELECTRICAL NOTE: ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BE INSTALLED IN ACCORDANCE WITH PART VIII-ELECTIRCAL OF THE NYS CODE. A MINIMUM OF 75%PF PERMANENTLY INSTALLED FIXTURES R408.4 ACCESS MUST HAVE HIGH-EFFICACY LAMPS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A MINIMUM MECHANICAL NOTE: OF 18 INCHES BY 24 INCHES. OPENINGS THROUGH A PERIMETER THE MECHANICAL SYSTEMS SHALL WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 INCHES. BE INSTALLED IN ACCORDANCE WITH WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW PART V&VI OF THE RC OF NYS. GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES ALL MECHANICAL S IZING PER ACCA SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE MANUAL"S"BASED ON LOADS U BELOW THE THRESHOLD OF THE ACCESS OPENING. CALCULATED PER ACCA MANUAL"J" THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER DUCT COMPLIANCE WITH MANUAL"D" A DOOR TO THE RESIDENCE.SEE SECTION M1305.1.4 FOR ACCESS rTl REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED R303.4 MECHANICAL VENTILATION. W UNDER FLOORS. DWELLING UNIT SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL F--1 491-511 VENTILATION IN ACCORDANCE WITH SECTION M1507.3 1st FL. _ METAL STRAPPING REFER TO Crawl Space Ventilation: DWG-2 FOR the total area of ventilation openings DETAILS may be reduced to 1/1500 of the 2 x 6 DECK JOISTS @ 16"oc TYPICAL DECK FOOTING y TOP OF FDN. 2-2 x 6 P.T.GIRDER PIEROFOOTIN�S TO VIRGIN USOILD, — _ — _ — _ _ _ — _ — under - floor area where the ground TYPICAL DECK FOOTING 4"TREATED POST ANCHOR DECK LATERAL HOLDOWNS surface is treated with an approved SIMPSON DTT2Z w/(8) 14"ROUND CONCRETE POURED -SEE DETAIL-13 ON DWG 2 vapor retarder material and openings 1/4"X 1-1/2"SDS PIER FOOTINGS TO VIRGIN SOIL, FOR STRAPPING AND WITHIN 24"OF EACH END 4"TREATED POST ANCHOR UPLIFT CONNECTIONS. are placed so as to provide cross SEE DETAILS ON DWG-2 -SEE DETAIL-13 ON DWG 2 2 x 6 DECK JOISTS @ 16"oc CRAWL ventilation of the space. FOR STRAPPING AND SPACE One such vent opening shall be ��� - - J , UPLIFT CONNECTIONS. '��1 - - _ - r _ - �•�, 2 2 x 6 P.T.GIRDER #4 REBAR 12"FROM TOP within 3 feet of each corner of said building. '1•' 4'-411 �L•� 7'-0" o I 2X8 DECK LEDGER I 2X8 DECK LEDGER #4REBARATMIDSPAN ------1' DWG 2 -.6-X_8'1------- I ------- -- SEE -----IET DWG 2-------------------1�=� x81--I- - SEEDET_O ------- I-- ------------------------------------ ��'6-X-E------- __7 H— _ — — 1 TOP OF FTG ; - - • • ' I ' DECK LATERAL HOEDOWNS ' p I 1 2-#4 REBARS CONT ; ; SIMPSON DTT2Z w/(8) ; :21-011 a U) ' 1/4"X 1-1/2"SDS ' 1-- WITHIN 24"OF EACH END p I SEE DETAILS ON DWG-2 0 ' TYP. FDN REBAR SECTION ; C0 ' ; ►—� Q SCALE: 1/2" = V-011 o ( o I CRAWL SPACE ------- MM 1 I I 2"CONCRETE SLAB ON F- a W N 4"BASE COURSE OF CLEAN U) 1 ' rn 0 I I GRADED GRAVEL OR SAND. `-----; ; U)W LL 6 MIL VAPOR BARRIER. ; ; E o r 1 I O N ' O N / I "- C 2 O` EO E2 r , , O I e- ( N 1 , , , op, o -E Ln Y6-- L—� Invoo TYPICAL INT.FOOTING/COL $� ,0,2 2 o B) 2 a N ( 24"x 24"x 12"THICK 1 1 S 0. ° m o - ° ' X I CAST-IN-PLACE CONCRETE '-" ' ° y o, 0 t >S1 r o TYP EXT WALL TYP Crawl Space Vent N ' ' FOOTING COLUMN &3"DIA STEEL ,o o o Z o o N 0 o o Y 0 ` '� a o c T Cc 8"x 16"aluminum ; ; ; i c o-` rn > aY `o foundation vent. ' ' ' °�' c N o 3 .c c'E 4;'3 ° min 45 Sq in of net 00 o o o o °u m 0-C TYP.FLOOR CONST. free air per piece. k ' I I ' ' i? m a, In N rn Wit I I I 1 1 11 1 11 1 11 1 11 1 11 ' 11 1 '=d� C � N�O 0�O � 21 -4 7-0 7-0 7-0 E Ic 6-5 oa �o ° c ' -- '-"-- 51/2"x9-112"LVL -----' ---- \PICKET(TYP� co: z E� ¢C c aa)i 0 m o (2)2x6 P.T.SILL PLATE W/MIN. i 1 BEAM cci .�'in o io - c tj In TYPICALANCHOR BOLT -R403.1.6 ----------------------- --------------- --------------- I - 1 = 1n o -_ Lr) SPACING: 1/2"@72"O.C. _ - ------- --- ------ - - -- ------- 1 ---------------------- MAXIMUMJ. J_ J. J_ J. 1 t c o_E m a7•p paw EMBEDMENT OF 7"WITH NUT&WASHER. 1 -------------------------------------------- ---------- 11 ' --------------- 1 -�- -----� �^ -� i 1 ------------- -�-- -- -------- ' ' t? F- c° u�,m a H m E o.5 o a .. I 1 1 I 1 1 SO"X2T RP 1 1 -----' 2 BOLTS PER PLATE AND HOLD AT LEAST s cM , , 1 BEAM I----__ miff ONE BOLT-12"MAX AND 3 1/2"MIN OFF 1 1 ( ) I AnL2ctg;s '•.• M 1 I ; i PICKET TYP •,----- ,, , ' ENDS OF PLATES. ; , (2)ANCHOR BOLTS SHIELD&SILL SEALER TYP. - ' IN EACH CS-PORTAL -' N FRAME WALL ABOVE TYP.CONC.FOUNDATION ; ; SECTION-SEE ; ; I o 1 I DETAIL 3 ON PG 2 CD ANCHOR BOLT DETAIL ; ; drop top of concrete SCALE: 1/2"= 1'-0" iv 1 as required for garage ; ; I I o N 1 I N ' ' doors -� 1 , ' ' 1 1 O 1 1 F- W co 1 1 1 1 Q H co I 1 7 U) U)0 1 1 UNEXCAVATED ; Ix o ' x ' I ( I 1 4" poured concrete slab 00 N ; 1 I _ 1 1 I.I., M 1 1 on compacted granular fill. N ° o ; TYP EXT.WALL o ; ' N Ur Pitch slab N 1 co CD CV o N N '/"/ft to garage doors. N ; N LU I I 1 1 1 1 O (2)ANCHOR BOLTS ; ; ' ' ( I 1 L z SILL PLATE IN EACH CS-PORTAL ; i 60 FRAME WALL ABOVE , W _ w SECTION-SEE ' ; ; I I ; I I 2 Q z ¢ DETAIL 3 ON PG 2 ; i ; ; ; r W 6i TYPICAL ANCHOR BOLT -R403.1.6 drop top of concrete ; `------------------------------------------`------------------------- ----------' — --I Cn MAXIMUM SPACING: 1/2" 72"O.C. _ 1 ' ' _ CI � Q @ I 1 as --------------------------------------------- W W doors 1 -------------------------- ' U EMBEDMENT OF 7"WITH NUT&3'x3"WASHER. 6 N ; ; 1 ; =6"X-$" 2X8 DECK LEDGER DECK LATERAL HOEDOWNS 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT-12"MAX AND 3-1/2"MIN OFF '`- 00 ; ; SEE DET ON DWG 2 I ENDS OF PLATES. ; ; I I SIMPSON DTT1Z w/(6)SD#9 U I X 1-1/2"ONE WITHIN 24"OF EACH END AND TWO TYP.CONC. FOUNDATION SPACED EQUALLY ALONG DECK 1 ; ; N (0 I Zo REFER TO DETAILS ON DWG-2 1 1 1 1 1 1 I 1 ANCHOR BOLT DETAIL 11 "" 2-2x10TreatedGirder ""' c� -------------------- ----------- . . — . �. . _ . . _ . _. . 22x10T=eatedGirde: V SCALE: 1/2"= V-0" 1 r (2)ANCHOR ----------------------------- ------------------------------------ �YR COVERED IN EACH CS-PORTAL PORCH FOOTING FRAME WALL ABOVE SEE DETAIL-14 SECTION-SEE ON DWG-2 W N DETAIL 3 ON PG 2 A 7 � U � � 22'-0" 28'-111 Z o TYPICAL FOUNDATION - ( 9'-0" WALLS ) `� IN ACCORDANCE WITH CHAPTER 4 50'-1° 01 w � rn M 8" CAST-IN-PLACE WALL WITH HORIZONTAL REBAR: PER TABLE R404.1.2(1) � �/ x •'~ c� Greater than 8 foot Wall Height: One # 4 bar within 9'-0" FOUNDATION WALL �/ �+ o , 12 inches of the to of wall and One #4 bar near MAXIMTYPICUM SPACING: BOLT -R403.1.6 p p story. FOUNDATION PLAN MAXIMUM SPACING: 1,2"@ LT O.C.EMBEDMENT OF D WITH fj�D A the third Dints in the wall NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST VERTICAL REBAR: PER TABLE R404.1.2(8) ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. #5 41 inches on center. ** 1. Walls 24 inches total length or shorter connectingoffset braced wall SCALE:E: 1 /4" — 1 '-O„ panels shall be anchored t t he foundation with not ewer than one anchor bolt ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, TYPICAL ANCHOR BOLT -R403.1.6 located in the center third of the plate section and shall be attached to adjacent 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE MAXIMUM SPACING: 1/2"@ 72"O.C. braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) EMBEDMENT OF 7"WITH NUT&WASHER. SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND 2 BOLTS PER PLATE AND HOLD AT LEAST 2. Connection of walls 12 inches total length or shorter connecting ONE BOLT-12"MAX AND 3-1/2"MIN OFF offset braced wall panels to the foundation without anchor bolts shall be permitted. TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP ENDS OF PLATES. The wall shall be attached to adjacent braced wall panels at corners as shown In y�y'-.a1904o OQ" FOOTINGS 1 V TO 2H . Item 9 of Table R602.3(1). (Fastening Schedule) 9 GUARD RAIL NOTE: CODE COMPLIANCE STATEMENTS: 4 x 4 RAILING POSTS WITH Porches,balconies or raised floor 2 x 4 RAILING CAP+STAINLESS surfaces located more than 30 inches NOTE:GLAZING HAZARDOUS LOCATION:R308.4 1. The windows selected for this project shall meet above the floor or grade below shall INCLUDING BUT LIMITED TO THE FOLLOWING: CABLES AT 3.5"O.C.VERTICAL • have a railing not less than 36 inches the egress requirements of R310. in height. Railings shall have Top rails and SAFETY GLAZING(TEMPERED GLASS)IS REQUIRED 2. All windows shall meet Section R308 Glazing and Balusters and Bottom rails that are AT GLAZING IN A BUILDING WALL ENCLOSING • -- - 5/4x4 IPE DECK BOARDS NO MORE THAN 4 INCHES APART. BATHTUBS AND SHOWERS WHERE THE R308.4 Hazardous locations. EXCEPT:the traingular openings formed BOTTOM EDGE OF THE GLAZING IS LESS 3. Windows were required shall meet the Window Fall INGLE PLY EPDM by the riser,tread and bottom rail of the THAN 60 INCHES ABOVE A STANDING • MEMBRANCE ROOFING Guard rail at the open side of a stairway SURFACE AND DRAIN INLET. protection requirement R312.2. are premitted to be of such a size that a 4. Bathroom windows shall meet the hazardous ' 6 inch sphere cannot pass through. 3/4"PLYWOOD+ WET SURFACES:R308.4.5 glazing requirements as per R308.4 SCREWED TO JOISTS GLAZING IN WALLS,ENCLOSURES CONTAINING g g q 1"IFT. PITCH Open sides of stairs with a total rise of WHIRLPOOL,BATH TUBS,SHOWERS, 5. Stairs, landings, railings & guards shall comply 4 EDGE FLASHING AS REQUIRED more than 30 inches above the floor or SWIMMING POOLS,HOT TUBS WHERE THE BOTTOM 0 grade below shall have guards not less EDGE OF THE GLASS IS LESS THAN 60" with R311 & R312 than 34 inches In height measured R312.2 WINDOW FALL PROTECTION NOTE: MEASURED VERTICALLY ABOVE ANY STANDING OR 6. Outside lighting shall comply with RE 3803.3 w vertically from the nosing of the treads. WALKING SURFACE SHALL BE CLASSIFIED AS g g p Y 7. Stairwayillumination shall comply with R303.67 TOP OF THE WINDOW SILL SHALL HAZARDOUS LOCATION. P Y EDGE FLASHING AS REQUIRED BE A MINIMUM OF 24"ABOVE THE FINISHED R308.3A IMPACT TEST: PER TABLE R308.3.1(1)AND R308.3.1(2) and R303.8 1 X FASCIA(TRIMMED) STAIR HANDRAIL NOTE: FLOOR AND GREATER THAN 72"ABOVE THE: 8. Fireblocking shall comply with R302.11 thru R302.11.2 TAPERED SLEEPERS AS Provide Handrail on at least one side FINISHED GRADE OR OTHER SURFACES EXCEPTION:GLAZING THAT IS MORE THEN 60" 9. Draftstopping shall conform to R302.12 thru R302.12.1 w of each continuous run of treads or flight BELOW ON THE EXTERIOR SIDE OF THE MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, 10. Flames read and smoke-developed index for walls with FOUR OR MORE RISERS, BUILDING. SHALL COMPLY AS FOLLOWS: FROM THE WATERS EDGE p P ►--� 11_91/411 Handrail Height measured above and ceilings shall compy with R302.9 thru R302.9.4 IMPSON JOIST HANGER AT stair tread nosing,shall not be less than SAFETY GLAZING IS REQUIRED ADJACENT TO 11. Flames read and smoke-developed index for H2.5A EACH DECK JOIST 34 inches and not more than 38 inches. R312.2.2 WINDOW OPENING CONTROL DEVICES: STAIRWAYS,LANDINGS, AND RAMPS WITHIN p p All Handrails shall be continuous the full WINDOW OPENING CONTROL DEVICE SHALL 36 INCHES HORIZONTALLY OF WALKING SURFACE insulation shall compy with R302.10 thru R302.10.5 2 X 10 LEDGER BOARD length of the stair from a point directly COMPLY WITH ASTM F 2000.THE OPENING OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM 11. Recessed lighting fixtures rated for above the top riser of a flight to a point TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN g g SECURED TO HOUSE directly above the lowest riser of the flight. DEVICE AFTER OPERATION TO RELEASE THE EXPOSED SURFACE OF GLASS IS LESS THAN membrane penetration shall meet ASTM Ell 9 WITH 0.22"X 4"STRONG-DRIVE SDWS Handrails adjacent to a wall shall have a DEVICE SHALL ALLOW THE WINDOW TO 60 INCHES ABOVE THE NOSE OF THE TREAD TIMBER SCREWS, DOUBLE BARRIER space of not be less than 1-1/2 inches FULLY OPEN TO MEET THE CLEAR OPENING OR WALKING SURFACE. and Fire Stopping as per ASTM E814 or UL 1479 r COATING#SDWS2240ODB between the wall and the handrail. AS REQUIRE TO MEET EGRESS R310.2.1 12. Exterior Decks shall comply with R507. (3)SCREWS PER STUD see IRC code for exceptions.Refer to IRC Code for grip size specifications. rT FLAT ROOF DECK DETAIL 1-1/2"= V-0" 22'-0" 01 3'-6" T-6" 18'-6" 40'-9" FRAMER TO VERIFY CENTERLINE OF WINDOW OVER KITCHEN SINK WITH ~j O ----------- --------- --------- KITCHEN LAYOUT PLAN PROVIDED INSULATED SOLID-ORE _ - BY BUILDER. STEEL DOOR,OR 91-6.1 20-MINUTE FIRE RATED DOOR. � � o EGRESS TW3046-2 EACH WEATHER STRIPPED TEMP GL A31 TEMP GL TW2846 r _ - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - - -I W/SELF CLOSING DEVICE. TW3032 TW3052-2 JDlA1G� I MECHANCIAL ROOM 2 2XiD 2-2X8 install as per Code chapter 12-22 `p p , , , (2)1-3/4"x 9-1/4"LVL (2)1-3/4"x 9-1/4"LVL 5'-0" 8'-0" 3'�" 9'-4%" 1 mechanical contractor to verify =E1JNI _L6'.21/\� T-8" l o ' 12'-0" 2g'_g+/," 2.0' U1 5'/" 3'/z ° 514., size of room prior to installation of 51/� 3'/2" 1 _ E 1 0 equipment and notify GC of Adjustments. PROPANE I 1 /�" ° ° E ,n o ° o I co Provide 5/8"fire rated wallboard on I I I o rn ° 21 o 2 E m o ° FAN o FAN ¢ interior of Mech.Room side and I KITCI BEN ' ° .. ° ° c ° 1 ° ® to ;� co I /z°fire rated wallboard on opposite Q N 1 ' c c " o ° ° L) tD_ 1 w- U...- C C @� ® _ 9'0"CLG HT o- a L m _� : side.Provide a Non combustable floor I I in c c a� o ° o, 0, m m co err Cn and Insulate walls common with heated = co .-- 8 c s @� of LD w 1 areas.Provide air from outdoors thru 1 I ° o ° C U .O CI C'-' Nam_.• ° a) C O'- N q rn o 0 o W O P L0 louvres according to Part V-Mechanical , � I ° o-0 U y U°Z Y f-In o 1­- ­3 3 I 1 LL ci o u x m m m N to fn N tV N LL of C rn > O � w_ o ¢ O Chapter 12 of the NYS Code. VENT CLOTHES DRYER o m.N c o m.� 1T o c 3 W O Z g = 1 IN ACCORDANCE WITH - > iD °'r u' 0 3 t c c 3 ° I moo- w I FAMILY 0 1 -u� DIRECT VENT - -� I o o m ° ,a N w a z g o W 0 CHAPTER 15-CLOTHES `- Bedroom #4 J ° N °0 X N n 1n O L7 1 N f0 C C C L In„O•- O•E WALK-IN v I HEATING SYSTEM DYERS EXHAUST. 1 Cn c °' In-e X cv ROOM o n z6 m c v U 8'-0"CLG HT CLOSET X N 3 INSTALL IN COMPLIANCE r` I L r `° " N in o cn 0 1 9'4'CLG HT in O O c° o v o L ° o 't I N °0 X 1 W/RESIDENTIAL,ENERGY I , x p u, a1 ° c w 1 N O 8'-0"CLG HT D x8 Rafters G oc co cD o' O O , L .N N m L)m ° w 0 0 o c m m - a� 7. X N &MECHANICAL CODE UL LISTED GAS ° f9 c ' c 1 4 o O O PRE-FAB FIREPLACE B 2'- r d v c U c I r o J ' GLASS DOORS& m 'c Q `� m °�' co LO i.1 1 MAINTAIN REQUIRED SEPARATION 1 N E I o c 1Z E m a1 10 ° ° U = DISTANCE FROM ALL HEAT `"� N HEARTH EXTENSION ° u ° ° L c c N N , FC O to a] = -c m E 2..- O n l 2'-6" 1'6" M I PRODUCING EQUIPMENT TO MUD I X AS PER RESIDENTAIL 1. COMBUSTIBLE MATERIAL AS PER - OOM "' ' I CODE-CHAPTER 10 HALL 2'_4 ; MANUFACTURER'S SPECIFICATIONS - I O VENT TO EXTERIOR 2'-0" 3'-4" -_- O ; ' I AND LATEST MECHANICAL CODE. ° I S ' 1 q o '30'x22"F30' SEAL&INSULA E o N 1D 1 FAN N I r'v ;min>,tfic ; ATTIC STAIR PER , = co `� o Mechanical Systems o = ® 1 _ I PLUMBING co , 1 ;access SECT, 1102.2.4 cn c) I DROP I THE MECHANICAL-HVAC SYSTEMS . SEE DIET ON DWG-3 S 1 00 (00 o O x z SHALL BE DESIGNED AND INSTALLED N N I FAN I iD u ' N I 4'-8" I 2_g , N F IN ACCORDANCE WITH PART-V ' I , ® 1 "' ; I MECHANICAL OF THE CODE 3-2x4 (3)1-3/4"x 11-1/4"LVL 3-2x4 21_611 ( (4)1-3/4"x 11-1/4"LVL I ----- 1 =- 3=0-=- - - - - - - - - - o =- == - - - - - - - - - - - - - - o --_ - - ---• O ; 2x12 RIDGE , ' I _ I ,3-2x4 M R-15 BATT ��2Z�=�� SEAL&INSULATE M _ -- _ '� .. _ _ _ _ _ _ _ -- _ _ �_ _ _ co "? / I mimr�yrrf 1 15-2x4 CRAWL ACCESS PER 5-2X6 - , rL N _____ INSULATION At*"A e I `�p FAN I --- I SECT.1102.2.4 SEE DET ON DWG•3 - - -0" 9'-i" '-0' - 12'-10Y„ c� , 1 INSULATED SOLID CORE _ 8'-2Yz' ----- ' LL ; I r o O _______ bearing ( STEEL DOOR,OR I 2'-4"' I 3'/1" 3'-1" wall �, I W o 9 0 ' _ - _- 1 20-MINUTE FIRE RATED DOOR. a a c EACH WEATHER STRIPPED " " ' --- � Bedroom;#1 z N I Q - c � I I W/SELF CLOSING DEVICE. w 1 X I VAULTED C�.,ILING d . ; � GARAGE 1 10. 1 "1 X ' I DWELLING GARAGE O L it __ O ; U) N N j SEPARATION IN H ¢¢ o O rn --- - Cn N W I I ____ co IX z I I ACCORDANCE WITH - m ¢~ DINING ~ O ~ - O N I Bedroom #3 1 / ' \ `'' 1 aT� ' TABLE R302.6 -� o� m g oo p - O p r 1 0 ° ___ I N I U U I - SEE DWG-1 FOR TABLE z � ROOM `- _ _ ' U_ z 8'-0"CLG HT v o ' �' 00 X INSULATE WALLS o 19 - N o ' �� d to 1 N COMMON WITH LIVING z X 9'0"CLG HT 00 ( _ - I LIVING m Q %01 ; 1 i ( o? AREA. `V LL , - 1 N ROOM w W BEARING 2 I \ 1 I - N X 9'-0"CLG HT F- U W ----- ----- Q --- ' WALL � � �W -'- -' ; � - - - 1 � N PROVIDE;HEAT �' d U = / \ W OE= - ----- ; I DETECTOR PERR314.2.1 W W LILx 10 rafte s 16"oc f 4-2x4 - - - - (3)1 3/4"x 18_-LVL I I - - - - - - - - - - - 4 2x4 I I o tY (/) F- DECK LATERAL HOLDOWN % 1 N ______ _____________ U / 2x4 collar ti�s 48"oc ; ' SIMPSON DTT2Z w/(8) I o Bedroom #2 / @ I N cr X 04 8'-0"CLG HT . ; 2x6 Clg Jsts a�16"oc @ 10 6' J o 0 0 ; I I U_ I 1I4"X 1-1/2"SDS SCREWS I / ` N / ; \ ( z I ' JOP LO ONE WITHIN 24"OF EACH ND 2 x 0 rafters oc a , Q 1 J Uo AND TWO SPACED EQUALL 1 2X10 CEILIN JOISTS TS 16"oc\ o- �� ; I = " I `� c ALONG DECK REFER TO @ 12'-2" 2'-0" 12'-10/z' 1 0 (n , I , `° , `''- DETAILS ON DWG-2 1 2x4 COLLAR TIES @ 48'cc % 3-2X10 3+/, I o � zo (2)1-3/4"x 9-1/4"LVL 3-2x101 (2)1-3/4"x 9-1/4"LVL '4 ' I N Z_ `� °�F- ; 1 I x LINE OF Q g v \ ' 1 x N rY U U � w EXTERIOR \ cn 1 - h1+e1 I ' , I 2-2X10 - - - - - - - - - - - - ! 2 2X10 I \I X N 04 N 1 I ( ' WALL ABOVE Z U _ 1 , N CCD D = N I 1 I ; �' - .- - - - - - - - - - - - - - - - - . C., ----- ----------- EGRESS TW30410 2 - - io N o `? `DCZ o iD iD [` U X W N tLLOU DECKc I N CA LO i� 21'-5" ¢ 11 3-2 10 3 2 10 2-2x10 1 3-2x4 of 2-2x10 ---- - -- - -- - -- - - - -- Z u _ - - - _ - TW3052 TW3052 _ _ _ _ _ _ _ _ _ °________ _ ______;' _ _ _ _ _ _ _ _ _ _ x6 COMPOSITE M 6'0" 10'-0" 6'-0.1 LINE OF DECK ABOVE .r_____ ___ .. LINE OF DECK ABOVE PORCH POST ---- O 12'-8" 14'-5'/2" 13'-7'/" 22'-0" V-6'/" 8'-4'/lie ," 8'-10'/." 5'-4" ® �.1{ x � N U WINDOWS, EXTERIOR FRENCH & SLIDING DRS e 40'-9" Plans indicates ANDERSEN series 400 Tilit Wash 50'-1" ,��,RED ARC Model Numbers and shall be In accordance with R609 �5 AZ i N/ 'j0 O 8'-0" PLATE HEIGHT To be designed & installed as per manufacturers �1V �Gy to A 2ND FLOOR PLAN specification for 130 ultimate design wind speed 9'-0" PLATE HEIGHT [NY]915.3.3 Residential Buildings and Commercial Buildings rr 2. 'LN O.�► .� and Table 301.2(2), 301.2(3) 1 ST FLOOR PLAN A With an Attached Motor Vehicle Related Occupancy 7 ii 1i Provide HP LOW-E4 glass; U = .30 SHGC = .30 SCALE: 114 = 1 -O O Smoke Detector „ _ 1 1, 7 Carbon monoxide detection shall be installed in a central or otherwise approved EGRESS: shall meet R 310 S SCALE: 114 - 1 •-0 location in each occupiable space in a commercial building and within 10 feet of WINDOW FALL PROTECTION: shall meet R312.2 Carbon Monoxide Detector -- the entrance to sleeping areas and sleeping units in residential buildings tAj; AREA SCHEDULE Substitutions made upon meeting Code. CO AREA SCHEDULE and commercial buildings that: .Y 019© 0 Q• P 9 Refer to DWG-1 General Notes See page one general notes for additional NAME AREA 1. Have a communicating opening NAME AREA g p g In accordance with Section 915 of the with an attached motor vehicle related occupancy, OF N- 1 , code requirements. 2020 I FC R314 R315 of the Residential 2. Share one or more common walls with an attached motor vehicle related occupancy,or V SECOND FLOOR AREA 1477.0 sq ft. FIRST FLOOR AREA 1365.4 sq ft. 3. Are located one story above or below a motor vehicle related occupancy. code of NYS GARAGE AREA 517.8 sq ft. Ridge Vent TOP OF ROOF Ridge Vent ASPHALT SHINGLES UW TbRof Plate _ _ — _ _ _ — _Top of Plate �--I Ridge Vent o _ BO rn o0 I--� Fn ASPHALT SHINGLES Toy of Subfloor— _ _ _ — _ — Topof Subfloor Toy of Plate _ — _ _ _ — _ — — _ Top of Plate co 1. J o Nil EJ FFR o �D �D Top of Subfloor— _ _ _ — - a ToLof Foundation — O O O O y cam _ c 0 w = N of O �� — - - - — - — — - - - -- - — — - - - - - - - - - - - - - - — - - - — - - — - — — - - - - - � c Z L o°U oO- -cooJ N=�U UfZ0 O L J L. J - - -LJ 1T - — -� - — - - — — — L J Tma Ua U' m = a U N > CL O aJ fn� C O N LT O c 3 O U O O O L RIGHT ELEVATION co " °' = N° N� REAR ELEVATION `.� o N 1! — 1 If 1! 1-011 c o 0 o c a c o 8,P L O a? o a c o c E 2 w c a� SCALE: 1 4 — 1 -0 SCALE: 1 /4 = 1 ._:�N@ �E y ID � c a) cnEm mo � ` o85� L O MD O L C m F_ U w ICU H O E cL O a Ridge Vent TOP OF ROOF i - — — _ TOP OF ROOF — Ridge Vent 12 S� 12 a 12 ASPHALT SHINGLES 12 8 12 12 N � N w O Top of Plate— - — z - W Ridge Vent m 0 U)Q w 12 a Q 2 77,74 w w U d - coU) BO N rl Ln T� 1 ' V1 � M M Top of Subfloor — Top of Plate— — MH h+�l M ! Q U a ~ o10 � v Top of Subfloor _ — Top of FoundationCt F LEN U, im" I I rl — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — Top ofFootin� - - - - - - - M I — — — — — — — — — — — — — — — — — — — — — —IrI — I — — — — — — I — I — — — — — I — I — — — — — L J L 5 — - - C IL L L _L I_ L — I — LEFT ELEVATION FRONT ELEVATION SCALE: 1 / SCALE: 1 /4 —" — 1 '-0" ��__ °� R905.1.2 ICE BARRIERS; SELF-ADHERED POLYMER MODIFIED BITUMEN SHEET USED IN PLACE OF CONTINUOUS RIDGE VENT NORMAL LINDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF RIDGE BOARD TYPICAL ROOF CONSTRUCTION ALL ROOF SURFACES TO A POINT NOT Class A Asphalt Roof Shingles w/ LESS THAN 24 INCHES INSIDE THE fasteners per manufacturers specification EXTERIOR WALL LINE OF THE BUILDING. and the NYS CODE. ON ROOFS WITH SLOPE EQUAL OR GREATER Underlayment as per section R905.1.1 & THAN 8/12,THE ICE BARRIER SHALL ALSO BE installed per Table R905.1.1(1) APPLIED NOT LESS THAN 36"MEASURED ALONG 12 Ice&Water barrier as per section R905.1.2 THE ROOF SLOPE FROM THE EAVE EDGE OF THE R802.4.6 COLLAR TIES (Note: Double underlayment is required BUILDING SHALL BE NAILED with 4-10d for Roof slopes between 2 on 12 and 4 on 12) 8 BOX NAILS IN ACCORDANCE Framing As per plans with 1/2"exterior grade WITH FASTENING SCHEDULE span rated structural plywood Sheathing, Nail to framing in accordance Fastener Schedules&Strapping per detail sheet(s). 2x4 CT @ 48"cc 12 Flashing per R905.2.8 W U 8 RAFTER/CEILING JOIST HEEL JOINT CONNECTION SHALL BE NAILED W UNINHABITABLE ATTIC TOGETHER IN ACCORDANCE WITH LIMITED STORAGE WITH TABLE R802.5.2 R806.3 (SEE DWG-1 FOR TABLE) ^{ MIN. T'AIR GAP WITH SIMPSON 1­12A AT EACH BETWN INSULATION R-30 BATT RAFTER TO STUD. AND SHEATHING INSULATION — _Top of Plate R802.5.2.1 LAPPED JOIST ® ® ® ® LAPPED NOT LESS THAN 3". SHALL BE NAILED 16d COMMON NAILS IN ACCORDANCE WITH TABLE R802.5.2 ON DWG-1 0 bo R-21 BATT W � BATHROOM INSULATION M--1 BEDROOM #2 Q '� r Top of Subfloor 2X12 FLOOR JOISTS — p—To of IPlate_ F--I R-21 BATT WRAP HEADER IN INSULATION F+1 O AZEK BOARDS O W VINYL SOFFIT ON �'� ► -� FURRING STRIPS ih ih a � SOLAR ENERGY SYSTEMS CHAPTER 23 & (R324) DINING ROOM FAMILY : COVERED PORCH ROOM E•N SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE o o m - -6rn Top of Subfloor m: o'E E WITH CHAPTER 23 AND THE FIRE CODE OF NYS. - - ,, — - - — m ° � - � o � ROOF PLAN SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. WHOMw c w E „ _ , „ PANELS SHALL BE LISTED AND LABELED PER UL 1703. _ — Top of Foundation o rn o m 2>. SCALE: 3/16 - 1 -0 accZii o � m , mm SOLAR READY ZONE: CRAWL SPACE ° IN ACCORDANCE WITH APPENDIX T d R-30 BATT N c o o `o m `o THE TOTAL SOLAR-READY ZONE AREA SHALL BE INSULATION 2"CONCRETE SLAB ON C ' 6' 222 `o � N u"i NOT LESS THAN 300 SQUARE FEET NOT INCLUDING , 4"BASE COURSE OF CLEAN N LVL GIRDER n U m_ m c Y m N » r a0 C o ACCESS OR SET BACK AREAS AS REQUIRED BY GRADED GRAVEL OR SAND. `� p 3. M w y ° 3 t c'c 3 THE INTERNATIONAL FIRE CODE. a;' d." M o o s � ° a 0,M t 5 ROOF AREA ORIENTATION SHALL BE BETWEEN , — _ — Top of Footinq y CDN `� r �' ff V OL.. O p E't 110-270 DEGREES OF TRUE NORTH. — - 12-1a'�'=j N a 3 E CONSTRUCTION DOCUMENTATION 6 MIL VAPOR BARRIER. 0.0 a m-0 _° °' =c °' TYP.DECK LEDGER <a � ¢ c u°i c m o CERTIFICATE REQUIRED PERT103.10 � o f9 u o SEE DETAILS L a E 5 � "�-.E •, SECTION A ONDWG-2 F- Ucncoo• F- � En� on. VENTS: SCALE: 1 /4" = V-0" P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL TYPICAL SOFFIT CONSTRUCTION. EXTEND MINIMUM 6" THE ROOF OR 6"ABOVEOTHE VE 12" overhangs-typical ROOF jL 4"VTR ANTICIPATED SNOW ACCUMULATION. 6" Wood fascia & 6" Wood rake boards. INSULATION SCHEDULE Trim in aluminum or use "azek" or equalq Metal drip edge per R905.2.8.5 ual WHERE THE 97.5%VALUE FOR P P3103.2FROSTCLOSURE: Shall comply with 2018 IECC 2„ 2" OUT-SIDE DESIGN TEMP IS 0 DEG F Fully Vented Vinyl Soffits OR LESS.VENT EXTENSION THROUGH Location R-value Thickness A ROOF OR WALL SHALL NOT BE LESS 3" 3 3" 3" THAN 3"IN DIAMETER. ANY INCREASE Flat Clg * R-38c 10-1/4" TYPICAL EXTERIOR WALL IN SIZE OF THE VENT SHALL BE MADE Vaulted CI R-30c 8-1/4" 1 1/2" 1 1/2" 1/2" 1 1/2" 1 112" 1/2" 1 1/2" 1 1/2" 11/2" 1 1/2" 1 1/2" 1 1/2" NOT LESS THE 1 FOOT INSIDE THE g " 2 x 6 Doug-Fir Wood Studs @ 16" oc. THERMAL ENVELOPE OF THE BUILDING. Floor(unheated Space) R-30c 8-1/4" Double top Plate and Single Sole Plate. 11/2" 2" 2" '. 27 Floor(outside air) R-30c 8-1/4" 1/2" exterior Grade - Span Rated o 0 2" 2" Floor(above garage) R-38c 10-1/4" Continuous Structural OSB Sheathing. "' LU 2 ND FL. r=!=rl3" rt== Exterior 2x6 walls R-21 5-1/2" Fastened per Fastener schedule. z0 3 2' 3" " 2" 3" --P 2" Exterior 2x4 walls R-15 3-1/2" + 2" 3' tyvec House Wrap or equal. W R-4 Exterior Foam Insulation +n 3° 3° Vinyl or composite Siding as per clients selection o ¢ 3„ air seal walls to pass 3 air changes per hour installed per manuf specs and NYS code. uJ w 2" 2" Above grade attic walls R-15 3-1/2 Cont. load path strapping installed in accordance 0- j J 0 3" Foundation Walls R-11 Draped over walls with drawings. Provide Fire Blocking in accordance uJ W ( in lieu of insulating basement ceiling) with R302.11 & R302.11.1 and 2" 1 112" 3" 1 1/2" 1 112" spray Foundation Rim Joist: R-13 - 2" closed cells foam WASHER DW P Y Draftstopping per R302.12 & R302.12.1 2„ All Glazing U = .30 SCGH: .30 �!1 Doors-less than 50% glazing U = .40 TYPICAL FLOOR CONSTRUCTION 1 sr FL. Door-more than 50% glazing U = .30 SCGH: .30 3/4" Plywood Span Rated Subfloor, M ATTACHED CONNECTOR Glued and Nailed in 4"FAI 3" *If art or the entire attic will be decked over with plywood, 3" 3„ TO I-JOIST W/MINIMUM P P Yw accordance with the fastener schedule. TYP. EXTERIOR WALL OF(19)8d NAILS the ceiling joists must be deep enough in order to fit the Floor joists and Bridging as per Code. co CONSTRUCTION. bait insulation so that it is not compressed. If not then 4" INIMUM 2X6 @ 26"ATTACHED Clg Jsts will have to be built up or upgraded to the next size. TYPICAL FOUNDATION CONSTRUCTION ALL THRESHOLD CAREFULLY FLASHED TO JOIST WEB W/(16)10d NAILS in accordance with chapter 4 CONNECT TO A NEW P AND CAULKED TO PREVENT AND CLINCH Other Specifications: o, SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM P 3000 psi Air Entrained cast-in-place concrete WATER INTRUSION 36" • Windows: Us 0.30, SHGCs 0.30 wall on cast-in-place Concrete Wall Footing per OF HEALTH APPROVED NOT TO SCALE • z 100% hi efficiency lighting CFLs or LEDs CONTINUOUS FLASHING g Y htin g g ( ) R403. refer to Foundation Plan for footingsize & 'd SANITARY SYSTEM 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 I • s 3 air changes per hour ►�°� w �" 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS EXTENDED PAST g P thickness. Concrete Horizontal and Vertical Z MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 JOIST HANGER • z All Energy Star appliances Reinforcement per Chapter 4. & gen note #6. F"i <C �; 0 Damproofing per R406. 2- 2x6 approved H �' GALV. DECK HANGER ° ° ° R403.6 Mechanical ventilation shall be provided that P treated Sill Plates, Sill Seal And Termite shield per W meets the requirements of section M1507 Section R318. Anchor bolts per Foundation Plan t? o and R403.1.6 R403.7 Heating and cooling equipment shall be ct SIMPSON DTT2Z @ MIN OF sized in accordance with ACCA manual J by a INTERIOR WALL FINISH `O 2X LEDGER; ONE SIZE GREATER 4 LOCATIONS, SPACED EQUALLY certified third party rater. Provide 1/2" Gypsum Wall Board on ceilings C�FtE J THAN JOIST AND NO GREATER O WITH ONE WITHIN 24"OF EACH and walls except basement walls & clgs - unless ' Agcy� v Gj '1; END OF THE LEDGER. noted. Min 1/2" Moisture Resistant Wall Board on THAN THE DEPTH OF BAND JOIST �1 LAG BOLTED TO BAND JOIST WITH Ceiling and all walls in Bathrooms (humid areas) tCw Q� ti� 1/2"DIA.HOT DIPPED GALV. EXTERIOR DECK LATERAL LOAD CONNECTION @ ENGINEERED JOISTS and 5/8" cement board on walls and ceilings in wet areas. LAG SCREWS AT 16"o.C. Provide 5/8" Fire Rated gypsum wall Board on walls and ceiling located as per code, manufacturers I �� requirements and drawings., 0190AV y0 FOF NEY1 C0IJTIII!IOI 1SLY SHE4THED [^•.Tr...�::=L:e�E�r-=_� BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 2-1 2-2 2-A 2-B BRACING METHOD CS-WSP CONTINUOUS SHEATHING TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 33.166 33.166 42.1 42.1 29 29 32.75 32.75 HOLD- CS-P F CONTINUOUS SHEATHING TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 32" 24" 24" 24" 24" 24" PORTAL FRAME F-'- EF':CEC't': .LL F'=.tJEL .T "_ `'to DETAIL#3,DWG-2 _ c=,_E_•:,, ��,,� END OF BR;CED'.r=,LLLIHE TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 12 12 15 15 6 6 6.5 6.5 END CONDITION 1 END CONDITION 2 r_rr;-n,.'ou€: TABLE R602.10.3 2 Page 181 WIND ADJUSMENT FACTORS a,b,c GB GYPSUM BOARD - '.TI'. EL Es T-E= ( ) g 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 BRACED WALL NOTES: 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 REFER TO DETAILS ON DWG-2 i FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 V-I / f 3. WALL HEIGHT 95 1 1 .95 .9 .9 9 9 FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 SECTIONS OF WALL WITH NO VERTICAL F�,EL ^. =� V:'," ' BR:.i:E�' i_L 7-1,EL OR HORIZONTAL OFFSETS. UI W Er, c.rER-I'E: A- LL'',E P :.,_F::,eL 5. ADDITIONAL HOLDOWNS BWL END CONDITION 3 END CONDITION 4 - - - - - BRACE WALL LINE 6. GYPSUM BOARD OMITTED c '•,n. .s.is»E=r-E_ REQUIREMENTS r 1 , 7. GYPSUM BOARD FASTENING W Return panel:24"for braced v�ra" lines s�eathed v,�t� wood structJ,af rave's 32"for braced wa'I Ines sheathed w th 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) / structural f berbcard 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 �RESULT REQUIRED BRACED WALL LENGTH(FT) 12 12 15 15 11 11 12 12 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 Distance D: 24"for braced wa".' lines sheathed wTi 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE I~-I wood st=uctu�a' pane's TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) SHALL BE OFFSET NOT MORE THAN 4 FEET. j „ r. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 12"for braced wa! ,nes s ieathed eti t,i THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. structural fibelboard PER PLAN BRACING LENGTH PROVIDED (FT) 22.66 16 18 26.83 20 12 21 19.58 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH END OF A BRACED WALL LINE END CONDITION 5 Hold-down 800 Ibs canaciN,fastened to the edge of t?ie, COMPLIANCE YES I NO Y Y Y Y Y Y Y Y 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL r�1 device: braced wall pane!closest to the corner and PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE W ; to the foundation o,f,ccr framing be!o'.v R602.10.2.2 a.Linear ladjustment interpolation shall r i permitted T For SI:1 inoha23.4 mm,1 foot=305 mm,11h=4.45N b.The total adjustnnent factor is the product of all applicable adjustment factors, v FIGURE R602.10.7 c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines ® �j END CONDITIONS FOR BRACED WALL LINES provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. 1H-i WITH CONTINUOUS SHEATHING ABBREVIATIONS; BWL=BRACED WALL LINE, BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL F T O CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION �•1) Qor�, r� 4'-011 42'-1" I 4'-011 l`+ 4'-0" � 32'-9" 4'4" ¢ I M r � wa0 W 1 ` ^ 1� 1 Q , NOTE:HORIZONTAL BLOCKING MAY BE OMITTED m >J J N AS PER THE WIND ADJUSTMENT FACTORS; J I m , $'-33�+' 6'-4'/4+' ?� ' > I TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) > _ M W I fn C 1 m 2 N M I r I O O W 12'-4%1, 1 4'-011 1 ' I 0 c7 y Ol•` O a•O N N I w G � E m 1nv 4'-011 L fN C G 0 O U C f0 N CS-WSP I CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP01 CS-WSP _ O Fu 0 D UY N W O �y f` ly 21-c 3 C C O 0 � � M � I � �LIn w f� ° L� �n° 3 1 •" C U O O L N.0 U 'd d (� I I / 1 'C)• m.S '= L d) �L `o'E BWL 2-1 I BWL 2-1 BWL 1-1 i L C- __ L L o @ o t / /1 U G O O' U� O � - - / `J :E.P.O Co C :2 C `1 U CO d _ �. _ _ _ _ _ �_ _ _ _ - _ _ -� _ _� - _ �_ _ - _ _ _ _ _ _ - - - - - - - - - - - _ _ _ - - - - - - - - - - _ - _ - - -- _ - _ - _ _ _ -- _ _ _ - -- _ _� � _•U!N C ` fCS O G o to IL , I I N IL C_2i' ,^ Q u1 C 0 G N 0 vJ , ' L C 00..E f0 N"a p OU= CD I 1 I i I Hfuwco � IL- mEa =oa U) 1 U I 1 1 I M ' (LN I I U O U) I 1 W c r. i>> , U) I 0 w ouJ 0Q a ~~Q I N W %o ' 1 p z W c �rq� I / DZ)m I ' m() 1 O I O Q mop - ---- - I a QLo N W _1 tea_: + _1 �ti - O FQ-� I -------- + O 0W N 1 - - , e" I- N Z (h N Z --- - - O ------ I 22W C� -�_ I / Z N , -- U WL -------- W O>> U)� --------- ------ 1 / ° (n oil~ I :3 M ( 00 _ - - Q m<H2 � I / M LU LLI LU �J I p I W Cl)_ a- - z< - 0N3 --_--_-- p W W J() IiLi w W 1 1 / 1 - - - - I - - _F O (n - --- -- I 1 -c 10 1 I , 1 1 BWL 2-2 BWL 2-2 - - - - -- - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - + - - - - - rA U) 1 / w U o > F U -1 j + I 01 d- U `� BWL 1-2 CS-PF CS-PF CS-PF M I _ I N 1 1 -'- - - - - - - - - - - - - - - - - - - - - - - - - - - W \ 'b F-� 1 CS-WSP CS-WSP CS-WSP - o CS-WSP -------- --------• 3'-1'/8' I -I "InIx 3'-2" 3'-2" I c) �* 1 ' U 1 I „ G 4'-0" 1 2'-311 32'-91' 2'-10 3/16" I 41-011 2'-10 3/16" CS-PF CS-PF ol PIED A fie ' NOTE: HORIZONTAL BLOCKING MAY BE OMITTED 3/16 AS PER THE WIND ADJUSTMENT FACTORS, ' , 11 , „ U r� F� TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) I 4-0 42-1 I 4,-0„ 2ND FLOOR WALL BRACING PLAN I f 1 I 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" orsoio yp�� �F NON